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to i-SIP construction GUIDE structural insulated panels supply chain integration SIPs manufacturing design guidance thermal performance speed of build design freedom airtightness sustainability

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Page 1: speed of build design freedom GUIDE - RIBA Product Selector · 2010-05-19 · • Design • Engineer • Manufacture • Supply • Erect 4 5 2 Standard external wall system provides

to i-SIP constructionGUIDE

structural insulated panels

supply chain integration

SIPs manufacturingdesign guidance

thermal performance

speed of builddesign freedom

airtightness

sustainability

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Structural insulated panel (SIPs) building systems

have been used within the UK for over 10 years,

providing sustainable buildings with high thermal

performance and airtightness for a wide range of

residential, leisure, commercial, healthcare and

education projects.

Challenging Building Regulations and Government

strategy for low and zero carbon building, such as

the Code for Sustainable Homes, have driven the

market for SIPs building systems, where the

off-site construction and performance of the

structure can deliver tangible benefits to a project

and final development.

The speed of build, design flexibility and proven

performance benefits of SIPs offer architects,

specifiers and contractors an alternative to

traditional building methods.

This Guide to SIPs Construction aims to clearly

explain the concept of a SIPs building structure

and provide impartial design guidance for the

clear specification of a SIPs building. As with

any building system, confusion, unfamiliarity and

myths relating to the function and performance

of the structure can often become a barrier to its

adoption. Designing and constructing using SIPs

requires a slightly different approach to traditional

build methods, essentially system build looks to

improve efficiency, where traditional build methods

maintain to their original approach. The following

pages of this guide cover the complete design to

erection process to aid architects, specifiers and

contractors in the appropriate design and on-site

requirements for their SIPs solution.

No two SIPs building systems are identical,

therefore this guide refers to the Innovaré i-SIP

building system throughout to provide examples.

2 Introduction

4 The SIPs based structure

6 Why use SIPs

7 i-SIP compliance

8 SIPs design considerations

10 SIPs design guidance

12 How the SIPs system works

14 i-SIP construction

16 The key to a successful i-SIP build programme

18 i-SIP erection method and requirements

20 i-SIP sustainability

21 FAQs

22 The Company

23 i-SIP project gallery

Introduction ContentsSPeeD oF BUIlD

DeSIGN FReeDom

CAPABIlITy

SUSTAINABIlITy

Andrew Orrissmanaging Director, Innovaré Systems

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2 Standard external wall system provides a U-value of 0.20W/m²K calculated to BS eN ISo 6946 (depending on wall build-up and thickness), based on typical internal dry line and external finishes to a 162mm panel. Further U-value enhancement can be achieved.

Structural insulated panels for the building fabric, load-bearing and non load-bearing

internal walls, floor cassettes and SIP roof systems or timber truss rafters.

SIP panel construction

SIP panels are constructed of orientated strand

board (oSB) and expanded polystyrene (ePS)

insulation, to form the inner leaf of the building

and are available in a range of thicknesses,

depending on the required U-value for the

structure. Additional insulation board, fire

protection, and waterproof membrane can also

be factory-fitted during manufacture to enhance

the performance of the finished panel. Door and

window apertures are also cut and finished during

manufacture, ready for on-site installation.

Floor and roof systems

• Three flooring options can be specified as a

floor system for a SIPs building structure;

• metal web beams allow easy access for services

and ventilation ducting.

• I-beams are suitable for projects requiring

longer spans.

• Hollowcore concrete is available in five metre

spans where non-timber floors are preferred in

favour of thermal mass.

metal web and I-beams are assembled in large

format cassettes and overlaid with chipboard.

each cassette is available with a factory-fitted

peel clean cover, additional protection or left plain

where additional acoustic or impact sound

prevention is needed.

The SIPs based structure1 i-SIP roof system creates

a ‘room in the roof’. Timber battens can also be factory-fitted for suitable roof tile finish.

3 Floor cassettes are designed and engineered in large format to suit user requirements and to contribute to the speed of build. The cassettes can be finished in P5 moisture-resistant chipboard to BS eN 312 Type S standards.

4 i-SIP building systems can be constructed on ring beam, podium slab or slab foundations. Further details can be found on page 16 under ‘Foundation Specifications’. 5 Door and window apertures

are pre-cut during panel manufacture, ensuring an airtight fit in common with the rest of the building structure.

6 i-SIP building systems are compatible with many different external cladding finishes to satisfy client and architectural requirements.

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SIPs building systems meet the challenges of

today’s construction industry through off-site

manufacture and a rapid build programme to

deliver thermally efficient and airtight buildings

which meet modern sustainability targets. SIPs

structures eliminate on-site waste and labour

intensive activities, which in turn reduces overall

build programmes to ensure a cost-effective

building method.

Efficiency through simplicityThe components of a SIPs structure are relatively

simple and by reducing the number of parts the

chances of mistakes occurring during design and

construction are minimised.

Why use SIPs? i-SIP ComplianceBenefits

• Versatility of panel enables many architectural

features to be achieved

• off-site engineering and fabrication using

planned process improves on-site efficiency

• limited post-construction settlement

reduces ‘snagging’ compared with timber frame

• Reduces energy costs through excellent

thermal performance and airtightness

• limited cold bridging

• Rapid erection period

• Independent testing and accreditation,

including BBA approval

Requirement i-SIP compliance notes

A1 / A3 loading and Disproportionate

Collapse

i-SIP has sufficient strength and stiffness when designed and constructed in

accordance with the Innovaré BBA certificate to meet this requirement.

B3 (1) (2) (3) Internal spread of flamei-SIP, when used with requisite lining can meet this requirement. Refer to BBA

certificate sections 9.1 to 9.4 and 9.6.

C2 (c) Resistance to moisturei-SIP can adequately limit the risk of surface condensation and contribute to minimising

the risk of interstitial condensation. Refer to BBA certificate sections 7.1, 7.2 and 8.1.

e1 / e2 Protection against sound from

other parts of the building and adjoining

building / protection against sound

within the building

i-SIP meets these requirements. For detailed specification refer to the BBA certificate

sections 11.1 to 11.3.

l1 (a) (i) Conservation of fuel and powerRefer to BBA certificate sections 6.1 to 6.6 for details of how i-SIP can meet these

requirements.

Regulation 7 materials and Workmanship

The i-SIP building system is acceptable as approved by the BBA. Please refer to the

installation guide section 14.1 and 14.2 of the BBA certificate.

Requirement i-SIP compliance notes

8 (1) (2) Fitness and Durability of

materials and Workmanship

i-SIP satisfies this requirement. Refer to BBA certificate sections 13.1 to 13.3 and

14.1 to 14.2.

1.1 (a) Structurei-SIP has sufficient strength and stiffness when designed and constructed in accordance

with the Innovaré BBA certificate. Refer to sections 1.1.1, 5.1, 5.2 and 5.8.

2.2 Separation

i-SIP using the appropriate lining can achieve a period of fire resistance of ‘medium’

duration with references to clauses 2.1.1 and 2.2.3. Refer to sections 9.1 to 9.6 of

the Innovaré BBA certificate.

2.3 Structural Reference section 2.3.1 of the Innovaré BBA certificate for details.

2.4 Cavitiesi-SIP constructed using appropriate approved cavity barriers satisfy this requirement of

sections 2.4.1 to 2.4.7. Reference 9.1 to 9.6 of Innovaré BBA certificate.

2.6 Spread to neighbouring buildings Refer to section 2.6.1 of the Innovaré BBA certificate for details.

3.15 Condensationi-SIP can adequately limit the risk of surface condensation and contribute to minimising

the risk of interstitial condensation. Refer to BBA certificate sections 7.1 and 7.2.

5.1 Resisting sound transmission to

dwellings using appropriate construction.

i-SIP walls adequately satisfy this standard 5.1.1 to 5.1.6. Please refer to

BBA certificate sections 11.1 to 11.3.

6.1 (b Co2 emissions 6.2 Building

Insulation envelope

The i-SIP system will contribute to enabling clauses 6.2.0, 6.2.3 and 6.2.4. Refer to

the BBA certificate sections 6.1 to 6.6.

Building Regulations 2000 (England & Wales)

Building Regulations (Scotland) 2004

For details of the Building Regulations specific to Northern Ireland and how i-SIP meet these requirements, please contact

Innovaré directly on 0845 674 0020. A downloadable version of the BBA certificate referenced above is available at

www.innovaresystems.co.uk Information contained in the BBA certificate may assist in addressing obligations under Construction

(Design Management) Regulations 2007 (CDM).

BBA BRITISHBOARD OFAGRÉMENT

CERTIFICATE No. 08/S040

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SIPs design considerations

DESIGN

Getting the best out of SIPs technologyAs an off-site designed and engineered building system, the guiding principle

for SIPs construction is the elimination of complex concepts and the promotion

of efficient and cost effective design.

Design for ManufactureBy designing a building with a particular build method in mind, inefficiencies

and incompatibilities at the design process can be engineered out, without the

need to compromise on ambitious architectural design or vision. essentially,

understanding how a building is assembled can act as a driver for efficient

design, which ultimately delivers a more cost effective solution for the client.

Manufacture for AssemblySIPs design and manufacture is often driven by the on-site requirements of

the project, which in turn determine the build sequence. This on-site assembly

dictates the manufacturing sequence of the SIPs building system and ‘pulls’

the product through the factory. Specialist software optimises the usage of the

materials in the overall building, reducing inefficiency at the design stage and

unnecessary waste during production.

i-SIP design processengaging with Innovaré at the earliest stages of a project, often before the

design process has begun can lead to improved efficiencies throughout the

scheme and eliminate unnecessary changes during later stages. It’s important

to remember that it is often easier to switch from a SIPs based design back to

traditional build, than trying to replace traditional building methods with a

SIPs design.

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SIPs design guidance

Primary considerations

DESIGN

• Vertically align all load-bearing and party walls

through the building structure to avoid additional

support beams

• Design balconies to be self-supporting so

that only lateral restraint is provided by the

i-SIP structure

• SIP roof constructions are most easily and

cost effectively accommodated in gable to

gable designs

• The load path in an i-SIP panel is through

the oSB outer facings. These must be fully

supported through to foundation level

• Set windows within the SIP panel zone, rather

than the cladding zone to maximise summer

solar shade

• Set openings in 38mm increments when close

to wall-ends to match stud thicknesses

• Generally, SIP roof constructions will require

ridge and intermediate purlin supports where

clear spans between ridge and eaves are in

excess of 4500mm

• Prioritise architectural features and

enhancements of the building

• Services are not embedded in SIP panels.

For improved airtightness locate services on

internal walls. Where impractical, a service

void will be required.

When aiming to maximise project efficiencies through any system build, consideration should be given

during the design process to the suitability of SIPs. The following design principles, whilst not exhaustive,

are intended to give architects, specifiers and design teams an indication of good and bad practice.

• Avoid external masonry finishes above an

abutting roof structure. Where this is

unavoidable, a proprietary brick slip panel

is the most appropriate solution

• Identify at the earliest stage possible what

the requirements are for air permeability and

thermal performance

• Consideration should be given to complex roof

junctions as it can create additional costs

where a support structure may be required.

• Minimise the staggering of elevations which

result in party walls changing to external

walls. Whilst this is possible it often creates

awkward detailing

• Avoid openings directly below point loads and

allow sufficient headroom over such openings

to accommodate depth for a lintel

• To improve the stability / racking resistance

of gable end walls ensure that large openings

in external return walls are not too close to

the gable end

For full details of i-SIP design considerations,

please visit www.innovaresystems.co.uk or contact

Innovaré Systems directly on 0845 674 0020.

This image demonstrates inefficient

SIPs design as load bearing walls do not line up

through the building, requiring additional support.

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StructuralThe materials used to construct each i-SIP panel

form a composite structure that is much stronger

than the sum of its parts. In instances of out-of-

plane deflection, the oSB skins of the i-SIP panel

support the load, whilst the ePS core stabilises

the oSB and prevents deflection. each building

is individually engineered and where necessary,

line loads and small point loads are dissipated

by the top rail, through the oSB outer skins and

transferred vertically. Specific, concentrated loads

can be taken by additional structural timber studs

bonded within the panel. A timber sole plate

locates each panel, enabling the oSB to transfer

the load of the structure directly into the screed

rails. Two sheets of oSB also provide excellent

racking resistance.

HygrothermalThe hygrothermal performance of the i-SIP panel

relates to the transport of heat, air and moisture

through the building envelope. i-SIP offers

flexibility in panel depths which optimises the

thermal transmittance (U-value) of the building

fabric to meet the client’s requirements.

The large format capability of the i-SIP system

provides improved airtightness performance as

part of a holistic hygrothermal strategy. In addition

to this, the symmetrical build-up of each panel

provides uniform vapour resistance and reduces

the risk of ‘reverse condensation’.

A light weight construction technique such as i-SIP

can be balanced with increased thermal admittance

(thermal mass) through the use of a wet plaster

lining, which provides equivalent performance

when compared to aircrete block construction

(source: ‘Reducing overheating – a designer’s

guide’ published by the energy Saving Trust).

Fire Fire resistance of the i-SIP structure is provided

by the internal lining build-up. In full scale

fire testing the i-SIP system exceeded Building

Regulation requirements for both 30 and 60 minute

fire resistance. Timber panel closers, framing around

apertures and point-load cripple studs offer further

inbuilt barriers against cavity spread and offer

additional structural redundancy.

AcousticsAs with fire resistance, the majority of acoustic

performance is provided by the internal lining

specification. The i-SIP system provides various

options to achieve an improved acoustic performance

over and above the current requirements of the

Building Regulations. UKAS accredited tests have

been completed on adjoining SIPs structures,

providing either 54dB Rw + Ctr or 53dB Rw + Ctr

depending on the panel build-up of the separating

wall. Alternatively, timber frame separating walls

can be provided to Robust Details standards.

How the SIPs system works

ENGINEER

i-SIP panels are engineered in accordance with four areas of consideration; structural, hygrothermal, fire and

acoustic. The efficiency, capabilities and intrinsic benefits of i-SIP structural insulated panels are highlighted

through their proven performance in structural and hygrothermal engineering. Performance capabilities with

regards to fire and acoustics are generally covered by the internal lining build-up of each panel.

Headrail

ePS insulation core oSB

Breathable membrane

Floor slab Screed rail

Sole plate

Timber end closers

Heat loss from a house built using traditional methods. SIPs offers improved thermal performance through an airtight structure.

Acoustic performance provided by internal lining fitted off-site during manufacture, or on-site following assembly of SIPs structure.

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i-SIP Assembly

MANUFACTURE

I-S manufacturing, sister company of Innovaré Systems and dedicated SIPs production facility is

responsible for the manufacturing of i-SIP panels and related building system components.

i-SIP panel constructionBased in a 33,000 sq ft facility in Coventry,

the unique I-S manufacturing production process

utilises lean manufacturing principles to maximise

production line efficiency and minimise waste.

i-SIP panels are manufactured in a bespoke,

large format up to 6 x 2.7 metres.

The I-S manufacturing production line is

capable of producing a 6 metre long i-SIP panel

every 12 minutes. Detailed manufacturing

drawings and CNC information are provided

by Innovaré direct to the I-S manufacturing

production line from the scheme design software.

each i-SIP panel is manufactured in the sequence

required by the on-site build programme – ensuring

the first panel needed on-site is the final panel to

be manufactured.

Standard i-SIP componentsThe i-SIP building system is supplied with a

standard range of components.

• external wall panels consisting of two types

of ePS insulated core to be BS eN 13163

sandwiched between 11mm oSB type 3 to

BS eN 300 2006 and a breather membrane to

the external face

• 111mm thick party wall i-SIP panels,

constructed of a minimum of 11mm oSB with

89mm thick ePS core, additional 50mm sound

quilt built into the cavity and factory-fitted,

moisture resistant plasterboard

• Timber frame party wall option using 89mm

stud timber frame

• Standard trusses, panelised roof system or flat

roof system using insulated roof cassette

• Internal load-bearing and non load-bearing

partitions

• engineered timber beams where necessary

• Sole plates

• Nails, fixings and other ancillary items

• Supply and fix screed rails

For details of optional extras then please contact

Innovaré Systems directly on 0845 674 0020.

The following matrix demonstrates the range of

i-SIP panel thicknesses and subsequent U-values.

Panel CoreInsulationthickness

Overall panel

thickness

U-valueW/m²K

ePS 114 136 0.27

ePS-low lambda 114 136 0.24

ePS 140 162 0.23

ePS-low lambda 140 162 0.20

ePS 184 206 0.18

ePS-low lambda 184 206 0.16

ePS 235 257 0.15

ePS-low lambda 235 257 0.13

ePS 285 307 0.13

ePS-low lambda 285 307 0.11

Quality Assuranceongoing testing and quality assurance is

undertaken to guarantee the performance of

the i-SIP building system. The i-SIP structural

insulated panel is subject to third party

accreditations and is approved by the BBA,

which annually inspects Innovaré’s internal

quality testing for;

• Goods inwards

• In process

• Goods out

Frames for internal i-SIP partitions are assembled prior to final manufacture

ePS core for each i-SIP panel is laid out in accordance with a design-driven sequence

each i-SIP panel undergoes final dressing with automated CNC router to provide tolerances of +/-2mm

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The key to a successful i-SIP build programme

SUPPLY

On-site requirementsDetailed drawings and structural calculations,

supported by BBA Certificate number 08/S040 are

provided to allow the applicant to obtain necessary

Building Regulation approval. It is the responsibility

of the main contractor to provide suitable access

and positioning for delivery vehicles, along with

the supplied 35 tonne crane and suitable hard

standing for offload and storage. Substructure

or foundation slabs should be in-line and level

to a tolerance within +/- 5mm. Achieving these

tolerances is the responsibility of the main

contractor and failing to meet these requirements

will necessitate further packing / bedding to a

maximum of +/- 10mm locally which will need

approval from a Structural engineer.

i-SIP build programme exampleThe benefits of off-site construction are clear when all parties – architect, main contractor and

building system provider clearly understand the requirements and processes for delivering the

project to the client. The following shows a typical process example for the i-SIP building system.

Line Name Duration

1 Typical process - 2 basic units as semi-arbitary date periods 59 d2 Design & Procure 51d3 Client order (LOI)/design fees confirmation

4 Client information to ISL (as information Paper 1) - design freeze point

5 ISL draw & information produce 5d

6 Engineer - Structural loadings established 10d

7 Client comment/approval 5d

8 Client order to ISL (LOI) in place (design fees 60%) payment

9 ISL update project information 5d

10 ISL re-issue & liason period to achieve Client sign off 5d

11 Client order to ISL in place (design fees 100% payment)

12 ISL issue to Client & Supply Chain teams

13 SIPs drawing production 10d

14 Timber components - drawing production 10d

15 ISL check SIPs & Timber components information 5d

16 SIPs - amendments 5d

17 Timber components - amendments 5d

18 ISL sign off & issue CI information to - Client, suppliers, erectors

19 Manufacture & delivery period - SIPs & Timber components 11d

20 Build 22d21 Timber components - delivery screed rails & plates 1d

22 Erector - set screed rails & fix 2d

23 M/C - Scaffold & slab preparation 10d

24 Erector - set plates 2d

25 SIPs panel delivery - 8am 1d

26 Timber components - delivery 1st floor & internals & flooring 12am 1d

27 Erector - gnd fl sips panel erection to position inc 1st floor & fall arrest 1d

28 Erector - 1st floor complete & 2nd floor sips panels 1d

29 Timber components - delivery trusses & roof items - 8am 1d

30 Erector - roof trusses carcass 3d

31 Erector - internals complete 2d

32 Erector - items of contract works 2d

33 Erector - check & sign off works 1d

34 Complete & handed over to site

1F M T W T F

2M T W T F

3M T W T F

4M T W T F

5M T W T F

6M T W T F

7M T W T F

8M T W T F

9M T W T F

10M T W T F

11M T W T F

12M T W T F

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

Design & Procure Period

Innovaré

Innovaré Systems LtdTypical Process Example

Build Process

Client

Timber components

Innovaré Systems

Erector at site

ISL - structural engineer

Main Contractor operation

i-SIP design

Timber component design

i-SIP delivery Completion SIPs units

Manufacture period - Supply Chain

22

23

24

25

26

27

28

29

30

31

32

33

34

-3D

Foundation specification• lengths of wall should be within +/-5mm

• Diagonals should be equal.

Acceptable deviation is +/-5mm

• Areas must be square with right-angle corners

(unless designed otherwise)

• Bays must be aligned along elevations

with correct party wall spacing and

cavity / offset relationships.

• levels to be +/-5mm across block

• maximum of 20mm across whole block

(consisting of a series of bays as above) for

permitted packing.

• Wall or slab supporting Innovaré setting out rails

or plates are levelled to a maximum of 20mm by

Innovaré

• Dry-packing, to fully infill and support the

underside of screedrails / plates, by main

contractor.

• DPC to width of screedrails /plates, can be

installed by Innovaré, with main contractor

supplied materials, beneath screed rails during

this operation.

SIPs are designed to provide maximum efficiency on-site and reduce the overall project build time in

comparison to traditional build methods through speed of build. The supply of the i-SIP building system

is carefully scheduled to ensure these efficiencies generate maximum benefit and value for the client.

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i-SIP erection method and requirements

ERECT

i-SIP build sequenceonce manufactured, i-SIP panels are supplied

to site in the appropriate erection sequence and

it is vital that this sequencing is adhered to by

the on-site erection team. less space for building

materials is required on-site as all panels can be

unloaded directly from the vehicle and assembled

in the correct sequence.

Scaffolding requirementsThe following lists the general arrangement details

and requirements for on-site scaffolding for the

erection of the i-SIP building system.

• Scaffolding is required prior to i-SIP erection

• Scaffold design is the responsibility of the main

contractor/client to current regulations

• Where required, main contractor/client to

provide internal scaffold or aluminium tower

• Base of the scaffold should be 525mm from

the face of the i-SIP panel or edge of the

slab, leaving a 75mm gap for the ‘plumbing’

of the panel

• Subject to scaffolding design, installation of ties

may be required on completion of ground floor

panels and 1st floor cassettes

• once tied, 2nd lift is fully boarded for

installation of trusses/fascia/soffit

• Provide gable end lifts, step/staggers and

any other scaffold requirements as per

building design

2 b

oard

s

Pos

sibl

e bl

ocki

ng li

ft (

pref

erre

d)

Finished facework to structure

525mm face of panel to face inside standard

150mm

50 - 75mm cavity

SIPs panel

2nd

Lif

t1

st L

ift

1st Floor

cassette

600 - 900max

20

00

mm

max

27

00

mm

max 4 b

oard

s

Tie

Erection guide The appropriate site conditions are vital for the

successful erection and assembly of the i-SIP

building system. A number of considerations and

provisions should be made by the client/main

contractor ready for the erection team to commence

on-site. The on-site erection team is coordinated

by an Innovaré Systems Project manager who

will remain responsible for the management of

the scheme, up to the point of handover of the

structure to the client / main contractor.

On-site health and safetyIn accordance with Innovaré Systems’ policy,

all work is undertaken in the safest practicable

manner, consistent with good on-site practice. It

is the duty of the management to do everything

necessary to prevent injury and ill health and it

is equally the duty of each employee to exercise

personal responsibility for their own safety and that

of others. A Health and Safety plan relevant to the

scheme as issued by the main contractor, is to be

supplied to Innovaré in order for a specific plan

to be drawn up to cover appropriate activity and

works. In addition, welfare facilities such as mess

room, canteen, drying room, WCs and trained first

aider and first aid kit would be expected on-site.

Innovaré is accredited by CHAS and has a 100%

CSCS card requirement.

For structures over three stories,consider the following

• Ties may be required on completion of 2nd floor

panels and floor cassettes

• once tied, 3rd lift is fully boarded for installation

of trusses/fascia/soffit

• Gable end lifts and any other scaffold

requirements as per building design

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i-SIP sustainability

Production Innovaré’s operations and I-S manufacturing

production facility have been developed under

a clear sustainability mandate to guarantee the

environmental performance of the i-SIP structural

building system. each area of the Innovaré and

I-S manufacturing business is geared up to

significantly reduce any waste material in the

production process and produce zero waste on-site.

optimisation-saws within the manufacturing

process utilise 90% of timber, with the remaining

off-cuts supplied to local schools and community

groups for art and craft-based projects. Surplus

expanded polystyrene insulation off-cuts are

returned to the supplier for recycling whilst the

manufacturing sequence minimises oSB waste.

Materials We use only PeFC certified timbers and all

components within the i-SIP building

system are classified ‘A’ rated by the

BRe Green Guide, with a Global Warming

Potential (GWP) and ozone Depletion

Potential (oDP) of zero.

The i-SIP dry structure can be specified in

a range of formats that will deliver various

U-values (see matrix on page 14), the

lowest being 0.11W/m²K and the highest

at 0.35W/m²K – still somewhat lower than

the standard required by Part l of the

Building Regulations. A low air permeability

performance of 2m³/m²/hr can be achieved

with some additional taping of joints etc,

enhancing the efficiency of sustainable

technology such as heat recovery

ventilation systems.

Transportation Where possible all vehicles leave the factory

with full loads of bespoke panels, reducing

the number of vehicle movements on-site -

a particular advantage to urban construction

schemes where disruption to the local

community needs to be kept to a minimum. See over for details of this Code for Sustainable Homes Level 5 project

FAQs

1. How long do you calculate it would take to erect all your components on a standard house type, assuming the slabs & infrastructure has been provided?

On a continuous build programme

we would estimate approximately 3 houses

per week. (95m2 floor area each).

2. What approvals do i-SIP by Innovaré have? Full BBA approval for the whole house,

not just the panels. i-SIP panels have been

rigorously tested for concentric, eccentric,

bending and racking strength in addition

to fire and sound testing. At all points the

i-SIP system has exceeded those standards

required by Building Regulations.

By achieving BBA approval, the system

is recognised by the NHBC. i-SIP is also

system approved by Lantac.

3. Would you do the load calculations and therefore advise on the foundation /piling requirements?

As part of the design and engineering

of the Innovaré system we would confirm

the structural loadings to the foundation

designer.

4. What drawing detail do you have as standard Building Regulations approved plans that could reduce the working drawing detail?

We provide a full set of details to the

architect for use in drawing up final details.

In some cases the architect will hand to

us the entire design of the structure so

we adopt and include our standard details

before handing back. This choice is

entirely that of the architect.

5. Does i-SIP comply with CSH and Breeam standards?

There is no compliance guidelines for

these requirements. We are able to assist

in product selection to maximise the

number of points achievable, potentially

reducing costly micro renewable

technologies through a high performance

building structure.

All the standard details are those approved

by the BBA and Lantac.

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Stepping Hill Hospital

Client: Stockport NHS Foundation TrustArchitect: Taylor young ArchitectsMain contractor: W. Carefoot & Sons ltd.Project brief: large format infill i-SIP panels for new hospital development.

Downsview Residential Development

Client: Hyde HousingArchitect: Architects PlusMain contractor: Denne Construction ltd.Project brief: light weight top floor apartment on top of concrete frame building, reducing overall foundation requirements.

Steep Private Housing Scheme

Client: Bricks & mortar Property DevelopmentArchitect: Richard Ashby AssociatesMain contractor: n/aProject brief: Thermally efficient structure for new development of executive homes, with i-SIP building system integrating with thatched roof as part of planning requirements.

Gallon Close

Client: Family mosaic Housing AssociationArchitect: BPTW ArchitectsMain contractor: osborneProject brief: High-performance building envelope and thermally efficient structure for seven new homes in South london.

Davison School

Client: West Sussex County CouncilMain contractor: Joynt ConstructionProject brief: Six classrooms, a staffroom and toilet block for new school building with high thermal performance, delivered within a tight build programme.

Hindleap Warren Accommodation Centre

Client: Ashdown ForestArchitect: RDJW ArchitectsMain contractor: Farnrise ConstructionProject brief: large format i-SIP panels to provide exceptional U-value for new accommodation centre with the benefits of speed of build.

i-SIP project galleryThe Company

Innovaré Systems was established in 2004 by

leading South east based contractor osborne

to become supply chain integrators for SIPs

building systems. Working closely with architects,

developers and main contractors, Innovaré has

completed many sustainable building projects

in the social and private housing, education,

leisure and commercial sectors, some of which are

highlighted on the opposite page.

osborne invested £2 million in the launch of

I-S manufacturing in 2008, enabling Innovaré

Systems to strengthen its market position and offer

customers a complete, single chain of custody for

the design, engineering, manufacture, supply and

erection of their i-SIP building system.

outside of this primary objective, Innovaré aims

to challenge the UK construction industry to think

differently about the building systems it procures

and take advantage of the modern methods of

construction and off-site approach offered by i-SIP

system build.

In 2009, Innovaré became a founding member

of the UK SIPs Association, a trade organisation

set-up by the leading SIPs manufacturers and

suppliers to promote industry best practice, share

experiences and knowledge and encourage the

construction industry to embrace new building

technologies and methods.

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Innovaré Systems Limited

Unit B Earl Place Business Park,

Fletchamstead Highway,

Coventry

CV4 9XL

Tel: 0845 674 0020

Fax: 0845 073 0800

www.innovaresystems.co.uk

email: [email protected]