(E4) BRE CERTIFICATION CERTIFICATE NUMBER

Cl/SfB
BRE CERTIFICATION
81
(28.6)
Hh2
(E4)
CERTIFICATE NUMBER 118/06
REISSUED: JANUARY 2011
AMENDED: SEPTEMBER 2011
(Incorporates certificate125/07)
CERTIFICATE OF ASSESSMENT
PRODUCT
SUPPLIED BY
Kingframe Building and Architectural Façade Systems
Kingspan Ltd. Trading as;
Kingspan Steel Building Solutions
Sherburn
Malton
North Yorkshire
Y017 8PQ
Tel:
Fax:
Email:
Web:
01944 712000
01944 710555
enquiries@kingspanprofiles.com
www.kingspanprofiles.com
SUMMARY
The Kingframe Building and Architectural Façade Systems have been assessed to confirm suitability
for use as building structures (KBS) and as infill construction to form external facades to steel or
concrete framed single and multi storey buildings (AFS).
The Kingframe Building System (KBS) comprises; load-bearing steel stud external wall frames
incorporating specified insulation, load-bearing and non load-bearing internal wall frames
incorporating specified insulation, steel and timber cassette floor panels, composite concrete floors
and steel and timber cassette roof panels.
The Architectural Façade System (AFS) comprises; non load-bearing steel stud wall frames
incorporating specified insulation.
The KBS and AFS systems included within the scope of this certificate are shown in Table 1 below
together with the materials or products (outside the scope of this certificate) for which the
performance of the KBS and AFS systems have been assessed in typical building applications.
The structural adequacy of the KBS and AFS systems for each use shall be assessed and designed
by Kingspan Ltd who use competent and qualified structural and design engineers experienced in
steel frame design. These structural assessments shall be site and project specific and demonstrate
that all the requirements of relevant Building Regulations have been met.
The characteristics of the systems covered by this certificate are:
•
•
•
•
•
•
•
•
Structure
Behaviour in relation to fire
Weathertightness
Thermal transmittance and condensation risk
Acoustic performance
Durability
Factory production and quality control
Practicality of site installation
Page 1 of 38
The KBS and AFS systems are installed by Kingspan Ltd trained and approved installers.
Table 1. Product components
Element
KBS and AFS systems
Intermediate/ Separating
Floors
KBS
Intermediate/ Separating
Floors
KBS
Cold-formed galvanised steel
channel joist cassettes with timber
decks
External wall panels
KBS (load-bearing) and
AFS (non-load-bearing)
Cold-formed galvanised steel stud
panels incorporating insulation and
lined externally with sheathing board
and weather resistant membrane,
and elements for façade support
Additional insulation and internal
Cold-formed galvanised steel stud
wall linings
panels incorporating insulation as
required to meet the system
performance requirements.
Configurations for load-bearing, non
load-bearing, compartmentation
and/or separating walls are available.
Insulation and ceiling linings
Cold-formed galvanised steel
channel joist cassettes with timber
decks
Internal wall panels
KBS
Roof panels
KBS
Supplied by Kingspan Ltd and
others for use in conjunction with
KBS and AFS systems
Insulation and ceiling linings
▪ Steel-concrete composite floors
utilising Kingspan Multideck MDseries galvanised profiled steel
decking with embossed webs
▪ Insulation and ceiling linings
Additional insulation and internal
wall linings
The systems described in Table 1 have been assessed for use with a range of claddings (outside the
scope of this certificate) shown in Table 2 below which are not supplied by Kingspan Ltd but for which
performance assessments have been made in relation to use with the KBS and AFS systems.
The characteristics of The Kingframe Building and Architectural Façade Systems have been reviewed
with respect to the current Building Regulations, British and European Standards and other
publications in the United Kingdom and Ireland in January 2011. The assessment is described in the
following pages which form integral parts of this certificate and which should be read in its entirety.
CONDITIONS OF USE
0.1
The structural adequacy of the KBS and AFS systems for each use shall be assessed and
designed by Kingspan Ltd who use competent and qualified structural and design engineers
experienced in steel frame design. These structural assessments shall be site and project
specific and demonstrate that all the requirements of relevant Building Regulations have been
met. The engineer is responsible for confirming that the design is consistent with those that
have been examined by BRE Certification.
0.2
In addition to use with the KBS system, the AFS system is suitable for fixing to both hot rolled
steel and reinforced concrete multi storey framed structures. The fixing methods “to the
primary structure” shall be specified by Kingspan Ltd. The structural adequacy of these fixings
has not been assessed by BRE Certification as they form part of the project specific design.
0.3
BRE Certification has not assessed elements of structure not supplied by Kingspan Ltd, for
example main structural frames, foundations, ground floor structure and roofing structures
other than roofs formed from Kingspan joists.
Page 2 of 38
0.4
This certificate has not assessed the performance of conventional elements supplied within
the building (e.g. staircases, door sets, fittings, plumbing, drainage, mechanical or electrical
services). It is required that these satisfy all necessary Building Regulation and legislative
requirements.
0.5
Assessment has been made of the performance of walls and floors when using specific lining
and cladding systems referred to in this certificate. It is the responsibility of the constructor to
ensure that correctly specified components are installed in accordance with Kingspan Ltd’s
installation instructions.
0.6
The KBS and AFS systems shall not be used as part of external wall systems on buildings
with a floor more than 18m from the ground.
0.7
The systems are designed to be erected within a short period of time. Any structure shall be
made fully weathertight through provision of the external cladding and roof covering as soon
as reasonably practicable. Suitable protection shall be afforded to elements of construction
susceptible to damage.
0.8
The U-values of building elements not covered by this certificate shall be determined and
used with information in the certificate to demonstrate overall compliance with the
requirements for thermal performance. Where appropriate, field measurements of the building
shall be undertaken to demonstrate compliance with the requirements for airtightness.
0.9
The current policy of NHBC, as detailed in their technical standards, requires provision of a
drained cavity for light steel frame construction and precludes the use of face sealed panel
systems as cladding. Therefore some finishes specified in Table 1b of this certificate will not
be acceptable on NHBC projects.
0.10
Acoustic testing on completed constructions has demonstrated that suitably defined walls and
floors can meet the required performance standards, see section 2.5. However, precompletion testing shall be conducted where necessary to demonstrate compliance with the
Building Regulations.
0.11
Junction details that have been assessed by BRE Certification for thermal performance and
weathertightness
are
published
on
the
Kingspan
Ltd
web
site
at
www.kingspanprofiles.com/Technical-Information/Kingframe-AFS-Documents.aspx
clearly
marked with the BRE Certification logo. The junction details shall be checked on a project
specific basis to ensure that they are within the scope of this certificate.
0.12
Design information for Kingspan MultiDeck MD series profiled steel deck/concrete composite
slabs shall be obtained from Kingspan Ltd.
0.13
The performance of the system depends on correct installation. KBS and AFS systems shall
be installed strictly in accordance with the requirements of this certificate and the certificate
holder’s installation instructions by Kingspan Ltd trained and approved installers. The quality
of installation achieved on site is not covered by this certificate. It is therefore recommended
that the quality of installation and workmanship is subject to appropriate checks by a
competent person for each installation.
STATEMENT
The
Kingframe
Building
and
Architectural Façade Systems are
satisfactory for use within the stated
conditions provided that they are used
in accordance with the certificate
holder's
instructions
and
the
requirements of this certificate.
CONFIRMATION
For and on behalf of BRE Certification
Director
Date 28 February 2013
Page 3 of 38
1.
TECHNICAL SPECIFICATION
1.1
Description of product
1.1.1
The Kingframe Building System (KBS) comprises; load-bearing steel stud external wall
frames incorporating specified insulation, load-bearing and non load-bearing internal wall
frames incorporating specified insulation, steel and timber cassette floor panels, and steel
and timber cassette roof panels.
1.1.2
The Architectural Façade System (AFS) comprises; non load-bearing steel stud wall frames
incorporating specified insulation.
1.1.3
The KBS and AFS systems are manufactured from cold formed galvanised steel sections
fabricated into framed panels and fitted with insulation and sheathing where specified. The
performance of these systems covered by this certificate has been examined for certain
performance characteristics (see section 2) in combination with other specific products and
components (outside the scope of this certificate) which include composite floor construction
incorporating Kingspan MultiDeck MD series profiled decking, additional insulation, internal
linings and external finishes which are site fixed to provide the required; structural, wind
resistance, impact resistance, thermal, airtightness, weathertightness, fire resistance and
sound insulation performance to comply with the requirements for the specific site and
project.
1.1.4
Openings and connections in the frames for windows and doors are incorporated at design
and manufacture stages. In all cases all openings and connections are included in the
assembly drawings during the detailing stage, such that no on-site cutting of steel
components is necessary.
1.1.5
All KBS and AFS steel framing components are manufactured from cold formed pre-hot
dipped galvanised steel to BS EN 10326:2009 Continuously hot-dip coated strip and sheet of
structural steels. Technical delivery conditions in S390 grade (minimum yield strength =
390N/mm2 and with a minimum zinc coating of 275 g/m²).
1.1.6
Each project utilising the KBS and AFS systems is designed by Kingspan Ltd. The systems
shall be detailed by Kingspan Ltd or Kingspan Ltd’s approved consultant designers.
1.1.7
The specific external finishes which have been assessed for use with the KBS and AFS
systems are given in Table 2 below.
Page 4 of 38
2
PRODUCT PERFORMANCE
2.1
General
The systems described in Table 1 have been assessed for use with a range of claddings
(outside the scope of this certificate) shown in Table 2 which are not supplied by Kingspan Ltd
but for which performance assessments have been made in relation to use with the KBS and
AFS systems to the extent described in this section.
2.1.1
Table 2 Associated claddings
Cladding
Type
Masonry
75, 90, and 103mm thickness traditional brickwork or blockwork to BS 5628
Code of practice for the use of masonry. Structural use of unreinforced
masonry
Permarock insulated render – with ventilated cavity
Permarock insulated render – direct applied(1)
Baggeridge Brick Slip cladding
Rainscreen claddings designed in accordance with the CWCT standard for
systemised building envelopes
Traditional timber cladding on factory fitted preservative treated timber battens
Cadeby White Limestone cladding panels 75 mm thick
Render
Brick slip
Rainscreen
Timber
Limestone
(1) Claddings applied without use of a ventilated cavity behind should not be used on projects subject
to NHBC requirements
2.1.2
Roofs other than those created using KBS steel and timber cassette roof panels are outside
the scope of this certificate. The KBS system is intended to be used with a variety of flat or
pitched roof configurations of traditional design, e.g. timber trusses but performance of such
alternatives has not been assessed.
2.2
Structural performance
2.2.1
The KBS and AFS systems are considered suitable for use in construction of buildings and
building facades when used in accordance with the requirements of the Kingspan Ltd design
manual and this certificate.
2.2.2
Design examples of the KBS and AFS systems prepared by Kingspan Ltd structural
engineers have been examined by BRE Certification and demonstrate that compliance with
the following codes of practice can be achieved:
•
BS 5950: part 5: 1998 Structural use of steelwork in building. Code of practice for design
of cold formed sections
•
BS 6399: part 2: 1997 Loading for buildings. Code of practice for wind loads
2.2.3
In the KBS system stability against racking loads is provided by use of cold formed galvanised
steel straps, and diaphragm action of boarding where appropriate. This shall be designed in
accordance with relevant codes of practice.
2.2.4
Structural design information for composite concrete floors is contained in the Kingspan
MultiDeck Design Manual available from Kingspan Ltd. BRE Certification has examined
typical connections between MultiDeck MD 50/60/80 V2 profiled steel decking and KBS wall
panels as part of the design assessment described in 2.2.2.
2.3
Fire performance
Page 5 of 38
2.3.1
Fire resistance of load-bearing light steel systems
A suitably qualified structural engineer should ensure that the load ratio (utilisation) of the
given system at ambient temperature does not exceed the load ratio tested in the fire
resistance test corresponding to the specified lining and FR period. The load ratio refers to
the relationship between ambient capacity and applied loading/actions at the serviceability
limit state.
2.3.2
Walls internal (load-bearing)
2.3.2.1 Depending upon the internal lining system used, a range of load bearing internal walls have
been assessed for fire resistance and have been shown to be capable of achieving a range of
performances based on tests to BS EN 1365-1 Fire resistance tests for loadbearing elements.
Walls, or BS 476 Part 21 Fire tests on building materials and structures. Methods for
determination of the fire resistance of loadbearing elements of construction.
Table 4(a) load-bearing internal wall systems fire resistance
Fire
resistance
(mins)B
30
60
90
120
Assembly codesA
LR1e75, LR1g75, LR1h75, LR1f75, LR1i75,
LP3g75,LP3e75, LP3f75, LP3i75, LP3h75,
LR2g75, LR2f75, LR2j75
LP2k75,
LP5h75,LP5i75, LP5m75, LP5n75, LP5z75, LP5t75, LP5u75, LP5v75,
LP5z75, LP5aa75, LP5ab75, LP5ac75, LP5ad75, LP5ae75,
LP7a75,
LP3d75, LR2e75, LR2h75, LR2i75,
LP5g75, LP5k75, LP5s75, LP5w75, LP5x75, LP5y75, LP5af75
LP2i75a, LP6a75, LP6b75,
A Construction details as specified by Kingspan Ltd in Schedule of Internal Walls dated
03/09/2009 available from Kingspan on request
B BRE Global fire assessment reports CC 230062, 230064, 230066, 230068, 230071,
232566, 233040, 234161, 235721, 236450, 252772
2.3.2.2 In addition a number of load-bearing internal wall systems using single layer lining systems as
defined on Kingspan schedule KBS-01-U 00073- 60 Minute Fire resistance Wall Build Ups
Rev0 24/12/2009 have been assessed and would have a fire resistance of at least 60 minutes
if tested to either BS EN 1365-1: 1999 or BS 476: Part 21: 1987 and exposed to fire from
either side. BRE Global assessment report number CC259717 refers to the following
systems;
• Single leaf non-separating wall
• Twin leaf separating wall with sheathing board
• Twin leaf separating wall with no sheathing board
• Maximum permissible wall heights
• Alternative gypsum wallboards.
2.3.3
Walls internal (non load-bearing)
Fire resistance performance of non load-bearing internal wall systems is considered in BRE
assessment report number CC 218580 Review 1. The following table 4(b) below provides a
summary of the wall systems that have been assessed.
Page 6 of 38
Table 4(b) non-loadbearing internal wall systems fire resistance
Fire
resistance
(mins)
30
60
90
2.3.4
Assembly codes
R1a75, R1b75, R1c75, R1d75
R2b75,R2c75, R2d75, P3b75, P3c75, P4b75, P4c75, P5b75, P5c75
P3a75, P4a75, P4d75, P5a75, P5d75, P5e75, P5f75, R2a75
Walls external
External wall constructions as listed in document KBS-01-U-00072- 60 minute Fire
Resistance Wall build ups Rev0 09/10/2008 have been assessed as having a fire resistance
of at least 60 minutes if tested to either BS EN 1365-1:1999 or BS 476:Part 21: 1987. Full
details of the assessment are contained in BRE Global assessment report CC252772.
In addition a number of loadbearing external wall systems using single layer lining systems as
defined on Kingspan schedule KBS-01-U 00073- 60 Minute Fire resistance Wall Build Ups
Rev0 24/12/2009 have been assessed and would have a fire resistance of at least 60 minutes
if tested to either BS EN 1365-1: 1999 or BS 476: Part 21: 1987 and exposed to fire from
either side. BRE Global assessment report number CC259717 refers to the following
systems;
• External wall with blockwork
• External wall with brick slip system
• External wall with rainscreen
• External wall with render
• Maximum permissible wall heights
• Alternative gypsum wallboards.
2.3.5
Steel/timber cassette floor systems
Steel cassette floor systems supported on minimum 150mm deep x 50mm wide x 1.2mm
minimum thick steel joists, at a maximum nominal spacing of 600mm, have been assessed
for their fire resistance performance based on testing in accordance with BS EN 1365-2:
2000 Fire resistance tests for loadbearing elements. Floors and roofs. When used with
specific ceiling linings and floor systems, a range of fire resistance performance can be
obtained. Table 4(c) below provides a summary of system performance.
Table 4(c) Steel Cassette separating floors fire resistance
Fire resistance
(mins)
30
60
90
120
Assembly codes
FC1a150, FC1b150, FC1c150, FC1d150, FC1e150,
FU1a150, FU1b150, FU1f150, FU1j150, Fu1n150
FU1c150, FU1g150, FU1k150, FU1o150
FU1d150, FU1h150, FU1l150, FU1p150
FU1e150, FU1i150, FU1m150, FU1q150
Table 4(d) example steel cassette internal floor system fire resistance
Fire resistance
(mins)
30
Assembly code
FC1g150
Details of the systems assessed are set out in BRE Global assessment report 235295 issue
2.
Page 7 of 38
2.3.6
Composite concrete floors
2.3.6.1 An assessment has been made of the Kingspan Multideck composite concrete flooring
system for use with the KBS system. This assessment has determined that published
Kingspan Multideck load-span tables, which include consideration of fire performance, may
be used to specify the floor details. The use of KBS walls to support the composite slab, via a
fire protected steel channel, has been assessed by BRE Certification to have no significant
influence on the fire resistance performance specified in those load-span tables.
2.3.6.2 The floor shall be designed in accordance with BS 5950-8 by appropriately qualified
engineers to individual project specification requirements to include:
•
Appropriate selection of Multideck MD – V2 profiled steel decking
•
Minimum Grade 30 concrete with maximum 10mm lightweight or normal weight
aggregate
•
Reinforcement to meet anti-crack and/or fire resistance requirements
•
Appropriate floor and/or ceiling finishes.
2.3.6.3 The connections between the floor and the KBS supporting walls shall be fire protected in
accordance with relevant Kingspan Ltd details KBS-01-U-00427 (sheets 1 and 2). An
illustration of a typical location of the fire protective board is defined as (F) in KBS-VRC-00204 on page 37 of this certificate (informative).
2.3.7
Cadeby White Limestone cladding Fire Performance
An assessment of the fire performance of a wall system with Cadeby White Limestone
cladding. This assessment was based on fire resistance tests conducted to BS EN 1364: Part
1: 1999 Fire resistance tests for non-load bearing elements. Walls. The assessment
concluded that the when the system is exposed to fire from the inside of the building it can
achieve a fire resistance of at least 90 minutes; and when the system is exposed to fire from
the outside of the building it can achieve a fire resistance of about 60 minutes. Full details of
the construction and assessment are included in BRE Global report CC 263224
2.4
Thermal performance
2.4.1
BRE has assessed the hygrothermal performance of the AFS system as detailed in this
certificate. The assessment involved calculation of the U-values of the plane building
elements (façade panels including external finish where appropriate), the risk of interstitial
condensation and checking for potential for compliance with Approved Document L1 and L2
of the Building Regulations (England and Wales), section 6 of the Building (Scotland)
Regulations, and Technical Booklet F of the Building Regulations (Northern Ireland).
2.4.2
A summary of the calculated U-values for typical systems covered by this certificate is given
in Table 5 below. The U-value calculations have been made according to the calculation
method of BS EN ISO 6946: 1997 Building Components and building elements – thermal
resistance and thermal transmittance – calculation method. Where required, improvement in
the thermal performance can be achieved by increasing the insulation thickness.
Page 8 of 38
Table 5 Typical U values for external walls
Building Element
Facade
Type
Facades rainscreen
external
face (1)
K15 rigid phenolic insulation core with composite foil
facing on both sides
Masonry
clad facade
frames
TW55 rigid urethane insulation core with composite
foil facing on both sides- based on use of 103mm brick
leaf
Permarock
render
K5 EWB rigid phenolic insulation core with glass
tissue facing on both sides
StoVentec
render on
board
Or timber
cladding on
battens
Baggeridge
Brick Slip
K15 rigid phenolic insulation core with composite foil
facing on both sides
Cadeby
Limestone
cladding
TW55 rigid urethane insulation core with composite
foil facing on both sides- based on use of 75mm
limestone cladding
Insulation Type
Insulation
thickness (mm)
60
65
70
80
90
105
35
50
70
90
60
75
85
110
60
65
70
85
90
105
45
60
70
80
90
50
Assessed Uvalue to
BS/IS EN
ISO 6946
(W/m²K)
0.30(1)
(1)
0.28
(1)
0.26
(1)
0.22
(1)
0.21
(1)
0.19
0.34
0.28
0.23
0.19
0.31
0.26
0.24
0.19
0.30
0.28
0.26
0.22
0.21
0.19
0.34
0.28
0.25
0.20
0.20
0.30
(1) Ignoring the contribution from the external face and the bridging effect of the supporting brackets which must
be taken into consideration in the design of each project.
The U-value calculations have been based on stud centres of 600mm and Xella Fermacell dry lining. U-value
calculations for studs spaced at centres less than 600mm and/or different dry linings should be carried out in
accordance with BS/IS EN ISO 6946 and further advice should be sought from Kingspan Ltd.
2.4.3
The risk of interstitial condensation was assessed for the plane building elements of selected
facade groups. The assessed facade constructions pass the criteria in BS EN ISO
13788:2002 Hygrothermal performance of building components and building elements.
Internal surface temperature to avoid critical surface humidity and interstitial condensation.
Calculation methods for assessing the risk of interstitial condensation. Other elements of
construction such as floor and roof have not been assessed.
2.4.4
Junctions between building elements and openings have associated with them a linear
thermal transmittance that quantifies the additional heat loss and a temperature factor that
quantifies the risk of surface condensation. The factors for, and details of, junctions that have
been assessed by BRE Certification can be found at www.kingspanprofiles.com/TechnicalInformation/Kingframe-AFS-Documents.aspx clearly marked with the BRE Certification logo.
2.4.5
As detailing for each project will vary reference should be made to BS 5250:2002 Code of
practice for control of condensation in buildings and to BRE Report BR 262 (2002 Edition)
Thermal insulation - avoiding risks to verify the adequacy of the weather and moisture
protection to be provided by the external cladding and roof designs for each project.
Page 9 of 38
2.4.6
Windows are outside the scope of this certificate, however the interface details between
Kingframe systems and specific timber, uPVC, Aluminium windows and doors have been
assessed in relation to hygrothermal performance and found to be satisfactory.
2.5
Environmental performance, air-tightness
2.5.1
The air permeability, watertightness and resistance to wind load of a representative sample of
the external façade fitted with “Kingpin rainscreen brackets” as used with rain-screen cladding
have been determined by testing. The sample tested achieved:
Class AE up to 900 Pa test pressure in accordance with BS EN 12152:2002 under
positive and negative test pressures,
resistant to water penetration up to and at 900 Pa test pressure in accordance with
BS EN 12154: 1999 thus achieving Class RE900,
resistant to design wind loads of ±2400 Pa causing deflections less than 1/360 of the
span of one of the steel frame mullions and able to sustain the corresponding
increased load test at ±3600 Pa in accordance with BS EN 13116: 2001.
2.5.2
Windows are outside the scope of this certificate, however the interface details between
Kingframe systems and specific timber, uPVC, Aluminium windows and doors have been
assessed in relation to weathertightness and found to be satisfactory.
2.6
Acoustic performance
2.6.1
Laboratory testing has been undertaken to establish the sound insulation of a number of
different wall and floor configurations as detailed below. However, the results above do not
obviate the need for necessary pre-completion testing of buildings to verify that actual
constructed details show the requisite compliance with the building regulations.
2.6.2
Separating walls
Laboratory measurement of airborne sound insulation was carried out in accordance with BS
EN ISO 140-3: Acoustics. Measurements of sound insulation in buildings and of building
elements. Laboratory measurements of airborne sound insulation of building elements on
party wall panel configurations. Single number quantities were calculated in accordance with
BS EN ISO 717-1: Acoustics. Rating of sound insulation in buildings and of building elements.
Airborne sound insulation. The results from the tests are given in Table 6 (a).
Table 6(a): Laboratory acoustic test results of representative party wall configurations
Wall designation
Description
Calculated
Weighted
Sound
Reduction Index Rw (C; Ctr) (dB)1
Load bearing Party
Wall Twin Stud
Kingspan Assembly
code LP5v75
Twin stud wall; 2 number 12.5mm
British Gypsum Fireline on the
‘external’ side of each stud; 50mm
63 (-4;-10)
Rigid Rockwool Batt between the
frames; 75 x 50 x galvanised steel
stud frame, up to 4.0mm gauge
Load bearing Party
Single leaf stud wall; 2 number 15
Wall Single stud
mm Gyproc SoundBloc screwed to
Kingspan Assembly
Gyproc RB1 resilient bars at 400 mm 60 (-3;-9)
code LP3h75
on both sides of each stud; 50mm
Isowool within frames, 75x50x3mm
galvanised steel stud frame
(1) This index has been based on stud centres of 600mm. Values for studs spaced at centres less
than 600mm have not been assessed and advice should be sought from Kingspan Ltd.
2.6.3
Separating and internal floors
Page 10 of 38
Laboratory measurement of airborne and impact sound insulation was carried out in
accordance with BS EN ISO 140-3: Acoustics. Measurements of sound insulation in buildings
and of building elements. Laboratory measurements of airborne sound insulation of building
elements and BS EN ISO 140-6 Acoustics. Measurement of sound insulation in buildings and
of building elements. Laboratory measurements of impact sound insulation of floors, on
composite steel and concrete party floor systems, steel cassette separating floors and steel
cassette internal floors. Single number quantities were calculated in accordance with BS EN
ISO 717-1: Acoustics. Rating of sound insulation in buildings and of building elements.
Airborne sound insulation. The results from the tests are given in Tables 6(b), 6(c) and 6(d).
Full details of the constructions tested are available from Kingspan Ltd.
Table 6(b): Laboratory acoustic test results for steel-concrete separating floors
AIRO Report
reference
Description
L/3065/1/R
L/3065/2/R
Multideck MD50-V2 with concrete
Multideck MD50-V2 with Concrete and
suspended ceiling
Multideck MD50-V2 with concrete,
suspended ceiling, and chipboard
decking on dynamic battens
Multideck MD50-V2 with concrete,
suspended ceiling, and chipboard
decking on acoustic slab
Multideck MD50-V2 with concrete,
suspended ceiling, and screed on
acoustic slab
Multideck MD60-V2 with concrete
Multideck MD60-V2 with Concrete and
suspended ceiling
Multideck MD60-V2 with concrete,
suspended ceiling, and chipboard
decking on dynamic battens
Multideck MD60-V2 with concrete,
suspended ceiling, and chipboard
decking on acoustic slab
Multideck MD60-V2 with concrete,
suspended ceiling, and screed on
acoustic slab
Multideck MD80-V2 with concrete
Multideck MD80-V2 with Concrete and
suspended ceiling
Multideck MD80-V2 with concrete,
suspended ceiling, and chipboard
decking on dynamic battens
Multideck MD80-V2 with concrete,
suspended ceiling, and chipboard
decking on acoustic slab
Multideck MD80-V2 with concrete,
suspended ceiling, and screed on
acoustic slab
L/3065/3/R &
LN
L/3065/4/R &
LN
L/3065/A/5/R &
LN
L/3065/A/1/R
L/3065/A/2/R
L/3065/A/3/R &
LN
L/3065/A/4/R &
LN
L/3065/A/5/R &
LN
L/3065/B/1/R
L/3065/B/2/R
L/3065/B/3/R &
LN
L/3065/B/4/R &
LN
L/3065/AB5/R
& LN
Calculated
Weighted Airborne
Sound Reduction
Index Rw (C; Ctr)
(dB)
48 (-1;-5)
58 (-2;-6)
Impact sound
insulation index
Ln,w (CI) (dB)
58 (-3;-8)
51 (1)
57 (-3;-9)
49 (1)
57 (-4;-12)
49 (4)
46 (-2;-5)
59 (-2;-8)
n/a *
n/a *
59 (-3;-9)
51 (2)
58 (-4;-11)
49 (2)
58 (-3;-10)
46 (4)
47 (-2;-6)
59 (-2;-7)
n/a *
n/a *
60 (-3;-9)
50 (1)
58 (-3;-10)
49 (1)
58 (-4;-11)
46 (5)
n/a *
n/a *
* An additional resilient floor layer is needed with these floors in order to provide adequate
impact sound insulation between dwellings
Table 6(c): Example laboratory acoustic test results for steel/timber cassette separating floors
Page 11 of 38
KOS ASSY
CODE
FC1a150
FC1b150
FC1c150
FC1d150
FC1e150
FU1a150
FU1b150
FU1c150
FU1d150
FU1e150
FU1f150
FU1g150
FU1h150
FU1i150
FU1j150
FU1k150
FU1l150
FU1m150
FU1n150
FU1o150
FU1p150
FU1q150
Airborne BRE
Test ref
L206-069
L206-071
L206-073
L206-075
L206-077
L206-079
L206-081
L206-095
L206-097
L206-111
L206-083
L206-093
L206-099
L206-109
L206-085
L206-091
L206-101
L206-107
L206-087
L206-089
L206-103
L206-105
Impact BRE
Test ref
L206-070
L206-072
L206-074
L206-076
L206-078
L206-080
L206-082
L206-096
L206-098
L206-112
L206-084
L206-094
L206-100
L206-110
L206-086
L206-092
L206-102
L206-108
L206-088
L206-090
L206-104
L206-106
Calculated
Weighted Airborne
Sound Reduction
Index Rw (C; Ctr)
(dB)
52 (-3 -10)
55 (-3 -10)
57 (-4 -11)
58 (-4 -11)
58 (-4 -11)
59 (-4 -10)
58 (-2 -8)
60 (-3 -9)
64 (-4 -10)
60 (-2 -8)
58 (-2 -7)
62 (-2 -7)
66 (-3 -9)
62 (-1 -6)
58 (-4 -12)
62 (-4 -12)
64 (-3 -10)
64 (-3 -10)
58 (-2 -8)
64 (-3 -10)
67 (-3 -10)
64 (-2 -7)
Impact sound
insulation index
Ln,w (CI) (dB)
64 (0)
61 (1)
60 (1)
58 (2)
58 (1)
54 (2)
55 (2)
53 (2)
50 (2)
51 (2)
52 (2)
48 (2)
45 (2)
45 (3)
54 (5)
51 (5)
48 (5)
49 (4)
49 (5)
46 (4)
43 (3)
44 (4)
Table 6(d): Example laboratory acoustic test result of steel/timber cassette internal floors
KOS ASSY
CODE
FC1g150
FC1h150
FC1i150
FC1j150
FU1s150
FU1t150
FU1r150
2.6.4
Airborne BRE
Test ref
L207-033
L207-035
L207-029
L207-031
L207-037
L207-039
L207-041
Impact BRE
Test ref
L207-034
L207-036
L207-030
L207-032
L207-038
L207-040
L207-042
Calculated
Weighted Airborne
Sound Reduction
Index Rw (C; Ctr)
(dB)
42 (-2 -7)
47 (-3 -9)
42 (-2 -8)
44 (-3 -9)
53 (-4 -11)
51 (-3 -10)
51 (-2 -8)
Impact sound
insulation index
Ln,w (CI) (dB)
77 (-1)
74 (-1)
77 (0)
75 (-1)
66 (-1)
67 (1)
66 (-1)
External facades
The airborne sound attenuation of Kingspan Architectural Facade System walls including the
brackets and vertical rails but excluding the external rainscreen face has been measured in
BRE’s UKAS accredited sound laboratory in accordance with BS/IS EN ISO 140-3:Acoustics.
Measurement of sound insulation in buildings and of building elements. Laboratory
measurement of airborne sound insulation of building elements using procedures accredited
by UKAS. The sound insulation of the external walls was rated in accordance with BS/IS EN
ISO 717-1: Acoustics. Rating of sound insulation in buildings and of building elements.
Airborne sound insulation, the calculated Weighted Sound Reduction Index (Rw) for each
façade wall configuration tested is given in Tables 7(a) and 7(b).
Page 12 of 38
Table 7(a)- Calculated Weighted Sound Reduction Index and Fire Resistance– E1 series Walls
Permarock Render Cladding
Fire Resistance (min)(1),(2)
Façade
assembly
ref
Calculated Weighted Sound Reduction Index
Rw (C;Ctr) (dB)(1)
E1a100
Fire from either
side (EI)
Fire from inside
the building only
(E)(3)
45(-2,-8)
30
30
E1b100
48(-4,-12)
60
60
E1c100
47(-2,-8)
30
30
E1d100
49(-2,-8)
60
60
(1) The calculated weighted sound reduction index and fire resistance values above have
been based on maximum stud centres of 600mm. Advice should be sought from
Kingspan Ltd for values for studs spaced at centres less than 600mm
(2) E = Load-bearing capacity, I = Integrity
(3) (I) = 15 min in all cases
Table 7(b) – Calculated Weighted Sound Reduction Index (Rw) and Fire Resistance – external faced
rainscreen facades
Fire Resistance
Kingspan
Assembly
ref
External face
Calculated Weighted Sound
Reduction Index Rw (C;Ctr)
(dB)(1)
(min)(1),(2)
Fire from inside the
building only (E)(3)
E2a100
Tested with rainscreen
Eurofox bracket and rail only
43(-3,-8)
30
E2b100
Tested with rainscreen
Eurofox bracket and rail only
46(-2,-8)
60
E2c100
Tested with rainscreen
Eurofox bracket and rail only
Tested with rainscreen
Eurofox bracket and rail only
Tested with rainscreen
Eurofox bracket and rail only
45(-2,-7)
30
47(-2,-7)
30
Not tested
60
E2d100
E2e100
(1) The calculated weighted sound reduction index and Fire resistance values above have been
based on stud centres of 600mm. Advice should be sought from Kingspan Ltd for values for
studs spaced at centres less than 600mm.
(2) E = Load-bearing capacity, I = Integrity
(3) (I) = 15 min in all cases
Page 13 of 38
Table 7(c) – Calculated Weighted Sound Reduction Index (Rw) and Fire Resistance – E3 series walls
Masonry Cladding
Calculated Weighted Sound
Reduction Index (Rw) Rw
(C;Ctr) (dB)(1)(2)
Assembly ref
E3a100
Fire Resistance
(min)(2),(3)
External face
width of brick leaf
75mm
90mm
103mm(1)
58(-1,-7)
Fire from either
side (EI)
Fire from inside
the building only
(E)(4)
60
90
120
60
90
120
E3b100
75mm
90mm
103mm(1)
60(-1,-6)
90
120
120
90
120
120
E3c100
75mm
90mm
103mm(1)
60(-1,-7)
60
90
120
60
90
120
E3d100
75mm
90mm
103mm(1)
62(-1,-6)
90
120
120
90
120
120
E3e100
75mm
90mm
103mm(1)
61(-1,6)
60
90
120
60
90
20
(1) Sound measurements were carried out using a 103mm clay common brick wall (145kg/m2) only.
(2) The calculated weighted sound reduction index and fire resistance values above have been based on
maximum stud centres of 600mm. Advice should be sought from Kingspan Ltd for values for studs spaced
at centres less than 600mm.
(3) E= Load-bearing capacity, I = Integrity
(4) (I) = 15 min in all cases
Page 14 of 38
Table 7(d) –Calculated Weighted Sound Reduction Index (Rw) and Fire Resistance – E2/E6 series
walls
Kingspan
Assembly
ref
External face
Calculated Weighted Sound
Reduction Index Rw (C;Ctr)
(dB)(1)
Fire Resistance
in minutes(1),(2) and
(maximum storey height
limitation (m))(4)
Fire from
either side
(EI)
Fire from
inside the
building
only (E)(3)
E2a100
Tested with rainscreen
Macfox bracket and rail only
43(-3;-8)
not tested
30
E2b100
Tested with rainscreen
Macfox bracket and rail only
46(-2;-8)
not tested
60
E2c100
Tested with rainscreen
Macfox bracket and rail only
Tested with rainscreen
Macfox bracket and rail only
Tested with rainscreen
Macfox bracket and rail only
45(-2;-7)
not tested
30
47(-2;-8)
not tested
30
Not tested
not tested
60
53(-4;-11)
30 (4.0m)
30 (4.0m)
57(-5;-13)
90
90
56(-3;-10)
30 (4.0m)
30 (4.0m)
57(-5;-12)
60
90
57(-5;-13)
90
90
58(-4;-12)
90
90
57(-6;-14)
90
90
E2d100
E2e100
E6a100
Brick slip finish
E6b100
Brick slip finish
E6c100
Brick slip finish
E6d100
Brick slip finish
E6e100
Brick slip finish
E6i100
Brick slip finish
E6k100
Brick slip finish
(1) The calculated weighted sound reduction index and the fire resistance values, based on tests,
above have been based on stud centres of 600mm. Advice should be sought from Kingspan Ltd
for values for studs spaced at centres less than 600mm.
(2) E= Load-bearing capacity, I = Integrity
(3) (I) = 15 min in all cases
(4) Height limited owing to the high temperature recorded in the steel studs
2.7
Durability
2.7.1
When the building envelope is designed using the “warm frame” principle then the main light
gauge structural framework can be considered as having a design life of at least 60 years, in
C1 (Interior-dry); C2 (Interior - occasional condensation or Exterior - exposed rural inland) or
C3 (Interior - high humidity, some air pollution or Exterior - urban inland or mild coastal)
environments in accordance with BS EN ISO 14713-1 Zinc coatings. Guidelines
and recommendations for the protection against corrosion of iron and steel in structures.
General principles of design and corrosion resistance. This performance requires that the
Page 15 of 38
steel framework is clad in accordance with the Kingspan Ltd installation and design
instructions and the requirements of this certificate.
3.
BUILDING REGULATIONS
3.1
The KBS and AFS building systems, when used in accordance with this certificate and the
certificate holder’s installation instructions, can assist in demonstrating that the works within
which the system is installed will meet the stated Requirements of the following building
regulations and standards.
3.2
The Building Regulations (England & Wales) 2000 (as amended)
A Structure
B Fire Safety Volume 1 Dwelling Houses
B Fire Safety Volume 2 – Buildings other than Dwelling Houses
C2 Resistance to moisture
E Resistance to the passage of sound
L1/2 Conservation of fuel and power
Regulation 7 – Materials & Workmanship
3.3
The Building (Scotland) Regulations 2004
Regulation 8 – Fitness and durability of materials and workmanship
Regulation 9 – Building standards applicable to design and construction
Section 1 – Structure
Section 2 – Fire
Section 3 – Environment
Section 5 – Noise
Section 6 – Energy
3.4
The Building Regulations (Northern Ireland) 2000
Part B – Materials & Workmanship
Part C – (4 & 5) Resistance to moisture
Part D – Structure
Part E – Fire safety
Part F – Conservation of fuel and power
Part G – Sound insulation of dwellings
3.5
The Building Regulations Ireland 1997 (as amended)
Part A – Structure
Part B – Fire Safety
Part C3 – Resistance to moisture
Part D – Materials and workmanship
Part E – Sound
Part L – Conservation of fuel and energy
3.6
CDM Regulations
Construction (Design and Management) Regulations 2007
Construction (Design and Management) Regulations (Northern Ireland) 1995 (as amended)
The certificate should form part of the information used by the client, planning co-ordinator,
designer and contractors to discharge their responsibilities under these regulations.
4
INSTALLATION
4.1
General
4.1.1
Each project involving the use of the KBS and AFS systems shall be designed and detailed
by suitably competent and experienced Kingspan Ltd engineers.
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4.1.2
The method of construction and installation shall be taken into account in the structural design
through the use of appropriate factors of safety.
4.1.3
The performance of the system depends on the quality of its installation. Whilst the
installation procedures have been examined by BRE Certification and a site installation
observed to confirm that the system can be assembled satisfactorily following those
installation instructions, the quality of installation actually achieved on site is not covered by
this certificate.
4.1.4
The systems shall be installed by appropriately trained and experienced Kingspan Ltd
approved installers operating to Kingspan Ltd documented training procedures and monitored
by Kingspan Ltd as being in accordance with those procedures.
4.1.5
Site Installation Instructions are detailed in the Kingspan Ltd Standard Operations documents
which shall be available on each site. An installation manager on each site is responsible for
ensuring each installation and use of components is carried out correctly and for producing
and retaining quality control records. These details are obtained and retained by Kingspan
Ltd.
4.2
Storage and handling
4.2.1
The Kingspan KBS and AFS systems are transported to site as uniquely numbered elements
of construction each of predetermined dimensions. The details relating to the correct storage
and handling of the different elements as provided in the Kingspan Ltd Standard Operations
documents shall be followed.
4.2.2
Any damage caused during transit or site installation shall be reported to Kingspan Ltd.
Kingspan shall determine the required repair work in accordance with their Standard
Operations documents available for inspection from Kingspan upon request. If replacement
is required the product will be remade by Kingspan Ltd and shipped to site.
5.
TECHNICAL INVESTIGATIONS
5.1
Examination of a design submitted by the certificate holder for a project confirmed that it
satisfactorily dealt with the design requirements related to the use of the KBS and AFS
systems for the construction of buildings and building facades. Assessment has been made
of the product design, with reference to its application and practicality of installation which was
found to be suitably addressed by the manufacturer’s installation instructions.
5.2
Quality Control
5.2.1
Traceable quality records are maintained by the manufacturer. The manufacturer shall carry
out checks at regular intervals to ensure the quality of the product is maintained within the
defined product specification. BRE Certification undertakes regular monitoring of the factory
production by audits on the manufacture of the product against an agreed Quality Plan for the
products covered by this certificate.
5.2.2
Kingspan Ltd shall perform on-site inspections in accordance with their quality plan so as to
be satisfied that the approved installers are competent in installation of the KBS and AFS
systems and to ensure that the quality of the systems is in accordance with the Kingspan Ltd
Standard Operations documents.
5.3
Standards
The following standards have been referred to for this assessment:
BS 476-20:1987
BS 476-21:1987
Fire tests on building materials and structures. Method for
determination of the fire resistance of elements of construction
(general principles)
Fire tests on building materials and structures. Methods for
Page 17 of 38
BS 476-22:1987
BS 5250:2002
BS 5628-1
BS 5950: Part 5: 1998
BS 8000: Part 4:1989
BS 8004:1989
BS 8102:2009
BS 8215:1991
BS 8233:1999
CP 102:1973
BS EN 1364-1:1999
BS EN 1365-1:1999
BS EN 1365-2:2000
BS EN 1366-3:2009
BS EN 1SO 6946:2007
BS EN 10326:2009
BS EN ISO 13788:2002
BS EN ISO 140-3:1995, BS
2750-3:1995
BS EN ISO 140-4:1998
BS EN ISO 140-6:1998
BS EN ISO 717-1:1997
BS EN ISO 717-2:1997
BS EN ISO 9001:2008
BS EN ISO 14713-1:2009
determination of the fire resistance of loadbearing elements of
construction
Fire tests on building materials and structures. Methods for
determination of the fire resistance of non-loadbearing elements of
construction
Code of practice for control of condensation in buildings
Code of practice for the use of masonry. Structural use of
unreinforced masonry
Structural use of steelwork in building. Code of practice for design
of cold formed thin gauge sections
Workmanship on building sites: code of practice for waterproofing.
Code of practice for foundations.
Code of practice for protection of structures against water from the
ground.
Code of practice for design and installation of damp-proof courses
in masonry construction.
Code of practice for sound insulation and noise reduction for
buildings. Code of practice.
Code of practice for protection of buildings against water from the
ground
Fire resistance tests for non-loadbearing elements. Walls
Fire resistance tests for loadbearing elements. Walls
Fire resistance tests for loadbearing elements. Floors and roofs
Fire resistance tests for service installations. Fire resistance tests
for service installations. Penetration seals.
Building components and building elements. Thermal resistance
and thermal transmittance. Calculation method
Continuously hot-dip coated strip and sheet of structural steels.
Technical delivery conditions
Hygrothermal performance of building components and building
elements. Internal surface temperature to avoid critical surface
humidity and interstitial condensation. Calculation methods
Acoustics. Measurement of sound insulation in buildings and of
building elements. Laboratory measurement of airborne sound
insulation of building elements.
Acoustics. Measurement of sound insulation in buildings and of
building elements. Field measurements of airborne sound insulation
between rooms
Acoustics. Measurement of sound insulation in buildings and of
building elements. Laboratory measurements of impact sound
insulation of floors
Acoustics. Rating of sound insulation in buildings and of building
elements. Airborne sound insulation
Acoustics. Rating of sound insulation in buildings and of building
elements. Impact sound insulation
Quality management systems. Requirements
Zinc coatings. Guidelines and recommendations for the protection
against corrosion of iron and steel in structures. General principles
of design and corrosion resistance
BRE Reports
BR 443: 2006
BR 262: 2002
IP 1/06
Conventions for U-value calculations
Thermal insulation – avoiding the risks (Third edition)
Assessing the effects of thermal bridging at junctions and around
openings
Page 18 of 38
Other documents
SCI-P262:2009
Durability of light steel framing in residential building (second
edition)
6.
CONDITIONS OF CERTIFICATE USE
6.1
Validity
This certificate will be valid for three years from the date of re-issue. It will remain valid in so
far as:
(a) The materials and method of manufacture are unchanged or BRE Certification has
assessed any changes and found them to be satisfactory.
(b) The designs and specifications are unaltered from those examined by BRE
Certification.
(c) Certificate holder continues to have the product checked by BRE Certification.
6.2
Health and Safety
This certificate and the recommendations herein do not purport in any way to restate the
requirements of the Health and Safety at Work Act 1974 or any statutory or common law duty
of care which exists now or in the future: nor is compliance with these recommendations to be
assumed as satisfying the requirements of the said Act or any existing or future statutory or
common law duty of care.
6.3
References to Other Documentation
Where reference is made in this certificate to any Act of Parliament, Regulation, Code of
Practice, British or other Standard or other publications, it shall be construed as reference to
such publication in the form in which it is in force at the date of issue of the certificate.
6.4
Patents
BRE Certification make no representational warranty that any patent or similar industrial
property right is valid or that the manufacture, use, sale, lease or any other dealing or
disposition of the product in whole or in part is not an infringement of any patent or industrial
property right not owned by the certificate holder.
6.5
Confirmation of validity
Confirmation that a certificate is current may be obtained from the BRE Certification website
RedBookLive.co.uk
© BRE Global 2011
Typical construction details (informative) are included on pages 20 – 38
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END OF DOCUMENT
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