Described below is a method of construction to utilise the
INSULSLAB form of waffle slab foundation in conditions
where the foundation is supported at shallow depth directly by
the underlying soils. For piled foundations using INSULSLAB
similar methods apply.
Whilst accepting that individual interpretation and innovation
may well give rise to alternative methods to suit site specific
conditions, it is felt that what is described, will clearly and
accurately achieve the end product.
Severely sloping sites will introduce individual conditions to
be addressed which can be readily accounted for by referring
to Insulslab technical, however for the purposes of this
exercise we have assumed a relatively level site.
1
101
650
3450
395
395
3450
Insulslab SFRC Foundation Installation
Methodology.
650
250
250
600
1. Excavate to reduce general level to suit site layout
drawings, by others.
S.O.P
2. Set the plot out as normal, ensuring that you have a
completed 'CONSTRUCTION ISSUE' drawing showing the
Insulslab foundation layout and the standard details drawing.
S.O.P
3. Excavate to reduce general level to a depth of 600 mm
below top of slab level over the pod area and 675mm under
edge beams and party walls. Sub-base should be prepared
using methods 2, 3 or 4 from table 6/4 of the Specification of
Highway Works Volume 1 Series 600 Earthworks and in
accordance with NHBC recommendations. Additional fill may
also be necessary to ensure that all topsoil, degradable
material and soft spots are removed.
4. Position, excavate & install all services and drainage
entries. The accuracy of this operation is paramount, as
correction of inaccuracies is very difficult.
5
101
3450
1
101
1
101
5. Place granular hardcore and compact to a level 550mm
below top of slab level. Compaction with a Wacker plate or
trench roller to the hardcore in the trenches or a
larger twin drummed roller to the whole of the formation area
is acceptable. Tolerances on top of the finished sub-base
should be within +10/-20 mm with an average of -5 mm.
6. Install 100 thick insulation under all edge / internal beams.
Provide "hyrib" at beam
/ beam intersections to
first pour (Typical)
7. Set up and install the first stage edge shutter on top of the
horizontal edge insulation to the perimeter of the plot
DOWHUQDWLYHO\DQ³DOOLQRQH³HGJHVKXWWHUFDQEHXVHGIRU
monolithic pour)
8. Fill in between the Edge and internal insulation with
granular hardcore and compact.
375
9. Install a minimum 1200g dpm, or gas membrane as
required by the site investigation, to whole area extending
300 to 500mm beyond the edge of the shutter.
10. Starting from one corner of un-cut pods, the pods must be
placed to the prescribed layout, completing all full pods
before installing the cut-pods as required. Widened internal
beams should be separate by spacers in order to minimise
risk of movement.
11. Hyrib is to be installed and fixed in position across face of
internal ribs/beams in order to contain initial pour to edge
beam.
3175
12. Timber bracing is required from the top of the pod to the
shutter in corner locations and every perimeter pod during
concreting to ensure no lateral movement occurs. These are
removed when the concrete reaches the top of the pods.
Reinforcement to be cast into the first stage pour to provide a
shear connection between the two pours.
13. The concrete is to be placed to the outer toe section first
of the two stage pour, prior to installing the remaining
concrete to the full height in the usual manner. (The concrete
can either be pumped or placed directly)
14. Once set, the lower shutter can be stripped and installed
to form the second shutter. The foundation is then ready for
the internal ribs, slab, beams and remaining external beam to
be completed. Sacrificial bar or blocks may be introduced to
support the second stage pour shutter.
S.O.P
600
S.O.P
15. When the placement is completed, level carefully and
finish by bull float or skip float in order to improve flatness and
to hide visible fibres under the superficial mortar. If required
the slab may be finished by power, bull or skip floated.
THIS DRAWING IS COPYRIGHT AND MUST NOT BE REPRODUCED
WHOLLY OR IN PART WITHOUT PRIOR PERMISSION.
ˆ2012. GHW CONSULTING ENGINEERS LTD. / INSULSLAB SIG
General Notes.
1. Insulslab foundation to be placed on minimum 150mm
Type 2 granular material to be compacted in accordance with
the specification.
All soft spots to be excavated to competent formation and
back filled with compacted Type 2 granular material.
2. All works to be undertaken in accordance with the
recommendations contained within the geotechnical report
and NHBC Standards. Where trees are present, ground
conditions may require the placing of an additional hardcore
bed under the whole area to overcome the influence of
trees/shrinkable soils in accordance with the NHBC Standards
Chapter 4.2 and 4.5.
3. For depths of sub-base required beneath edge beams refer
to sections.
4. The Insulslab pods have a load bearing requirement and
are protected by a patent. Online technical data and ordering
information can be found on the website www.insulslab.com
5. Slab to be cured under a spray application of curing /
sealing solution, Permaban Pro-Seal or similar.
6. Where ground levels have been adjusted to suit site set-out
requirements, it has been assumed that infill / regrade
material has been suitabilty engineered and consolidated in
order to achieve a minimum ground bearing capacity of
50kN/m2
7. For all general details and sections see drawing No. 100.
8. For on site setting out of units, orientation / handing and
co-ordination, see Architects detail drawings and relevant site
setting out drawings by others.
9. For all finished ground levels and slab levels, see
Architects / Set-out drawings by others.
10. For setting out of all services, drainage and utilities see
Architects and specialists detail drawings.
Specification for Concrete and Fibres.
1. The concrete mix shall follow the recommendations as
noted in the ArcelorMittal Sheffield Ltd. BBA Certification 12 /
4894 product sheet 2 "ArcelorMittal - Insulslab foundation
system for housing applications using SFRC" page 3, Table 1
Concrete Specifications along with the following mix design
guide lines. These are to be considered together and neither
is to be considered complete without the other.
2. Concrete mix design shall be based on the use of 20mm
aggregate. Other aggregate sizes or blends may be used on
further review by ArcelorMittal in conjunction with the
readymix supplier and only formal written confirmation from
ArcelorMittal. The proportions will depend on the gradation of
the local materials.
3. The concrete grade to be a C30 / 37 - C35 with a maximum
water cement ratio of 0.55 using super-plasticiser. All
admixtures used should be from the same manufacturer and
used as per manufacturers instructions.
4. Permitted cement type shall be Portland cement or blends
of up to 20% replacement using GGBS or PFA. This
corresponds to the following cement types to BS EN 197-1:
CEM I, CEM II/A-S OR CEM II/A-V. Minimum cement quantity
WREHNJPñ
5. The slump shall be between 180 and 230mm (S4 type
EN206 / BS8500) at the time of delivery. The addition of
water on site is prohibited, except where the additional water
is allowable water remaining from the original batch target.
Any water added to the concrete shall be recorded on the
delivery ticket.
6. The fines content shall be aproximately 50% by weight of
the total aggregate content. Total fines content shall be
450kg/m3 fines graded at or below 200ȝ Please refer to the
required sieve curve analysis for optimum aggregate
gradation to be used when investigating the suitability of the
given mix.
6WHHOILEUHVWREH+('RVDJHUDWHLVNJPñ
NOTE:
LAYOUT SHOWN IS INDICATIVE AND SUBJECT
TO CONFIRMATION AND CO-ORDINATION WITH
ARCHITECTS DRAWINGS AND SPECIALISTS
LINE LOADS
P1
DM
Preliminary - Costing
00.00.00
BY
To be confirmed.
Extent of any underbuild
Gas regime
TBC
TBC
REV
Gas membrane
Gas Venting
AMENDMENTS
DATE
PRELIMINARY
16. Apply a spray application of curing & sealing membrane
such as Permaban Permaseal or similar approved.
17. Strike the shutter and place aside for re-use.
Foundation Plan
(Housetype Example)
S.O.P Denotes 'Setting Out Point' of Pod Units
18. The DPM is then lapped up the outside vertical face of the
toe. The horizontal and inside vertical face of the toe is
painted with two coats of RIW LAC or similar.
19. The vertical insulation is then placed against the outside
face of the toe and backfilled against.
20. The contractor shall record and retain on site, all concrete
mix delivery tickets for onward submission to the statutory
body for their approval.
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
NOTE:
Where ground levels have been raised / adjusted,
it is assumed that a suitable engineered material
has been laid and consolidated in order to achieve
a minimum ground bearing pressure 50kN/m 2
Hatched areas
denotes pour one
of two stage pour see plan & sections
Hatched areas
denote insulslab
pods cut on site
to suit.
THIS DRAWING IS FOR COSTING
PURPOSES ONLY AND MUST NOT
BE USED FOR CONSTRUCTION
FOR CONSTRUCTION DETAIL INFORMATION
CONTACT GHW CONSULTING ENGINEERS Ltd.
New Development
12-2999
Insulslab Foundation Layout
Example Housetype
DM
AW
A1 - 1:25
A3 - 1:50
INS12-0000
AW
Nov 2012
01
P1
Described below is a method of construction to utilise the
INSULSLAB form of waffle slab foundation in conditions
where the foundation is supported at shallow depth directly by
the underlying soils. For piled foundations using INSULSLAB
similar methods apply.
Whilst accepting that individual interpretation and innovation
may well give rise to alternative methods to suit site specific
conditions, it is felt that what is described, will clearly and
accurately achieve the end product.
Severely sloping sites will introduce individual conditions to
be addressed which can be readily accounted for by referring
to Insulslab technical, however for the purposes of this
exercise we have assumed a relatively level site.
1
101
650
3450
395
395
3450
Insulslab SFRC Foundation Installation
Methodology.
650
250
250
600
1. Excavate to reduce general level to suit site layout
drawings, by others.
S.O.P
2. Set the plot out as normal, ensuring that you have a
completed 'CONSTRUCTION ISSUE' drawing showing the
Insulslab foundation layout and the standard details drawing.
S.O.P
3. Excavate to reduce general level to a depth of 600 mm
below top of slab level over the pod area and 675mm under
edge beams and party walls. Sub-base should be prepared
using methods 2, 3 or 4 from table 6/4 of the Specification of
Highway Works Volume 1 Series 600 Earthworks and in
accordance with NHBC recommendations. Additional fill may
also be necessary to ensure that all topsoil, degradable
material and soft spots are removed.
4. Position, excavate & install all services and drainage
entries. The accuracy of this operation is paramount, as
correction of inaccuracies is very difficult.
5
101
3450
1
101
1
101
5. Place granular hardcore and compact to a level 550mm
below top of slab level. Compaction with a Wacker plate or
trench roller to the hardcore in the trenches or a
larger twin drummed roller to the whole of the formation area
is acceptable. Tolerances on top of the finished sub-base
should be within +10/-20 mm with an average of -5 mm.
6. Install 100 thick insulation under all edge / internal beams.
Provide "hyrib" at beam
/ beam intersections to
first pour (Typical)
7. Set up and install the first stage edge shutter on top of the
horizontal edge insulation to the perimeter of the plot
DOWHUQDWLYHO\DQ³DOOLQRQH³HGJHVKXWWHUFDQEHXVHGIRU
monolithic pour)
8. Fill in between the Edge and internal insulation with
granular hardcore and compact.
375
9. Install a minimum 1200g dpm, or gas membrane as
required by the site investigation, to whole area extending
300 to 500mm beyond the edge of the shutter.
10. Starting from one corner of un-cut pods, the pods must be
placed to the prescribed layout, completing all full pods
before installing the cut-pods as required. Widened internal
beams should be separate by spacers in order to minimise
risk of movement.
11. Hyrib is to be installed and fixed in position across face of
internal ribs/beams in order to contain initial pour to edge
beam.
3175
12. Timber bracing is required from the top of the pod to the
shutter in corner locations and every perimeter pod during
concreting to ensure no lateral movement occurs. These are
removed when the concrete reaches the top of the pods.
Reinforcement to be cast into the first stage pour to provide a
shear connection between the two pours.
13. The concrete is to be placed to the outer toe section first
of the two stage pour, prior to installing the remaining
concrete to the full height in the usual manner. (The concrete
can either be pumped or placed directly)
14. Once set, the lower shutter can be stripped and installed
to form the second shutter. The foundation is then ready for
the internal ribs, slab, beams and remaining external beam to
be completed. Sacrificial bar or blocks may be introduced to
support the second stage pour shutter.
S.O.P
600
S.O.P
15. When the placement is completed, level carefully and
finish by bull float or skip float in order to improve flatness and
to hide visible fibres under the superficial mortar. If required
the slab may be finished by power, bull or skip floated.
THIS DRAWING IS COPYRIGHT AND MUST NOT BE REPRODUCED
WHOLLY OR IN PART WITHOUT PRIOR PERMISSION.
ˆ2012. GHW CONSULTING ENGINEERS LTD. / INSULSLAB SIG
General Notes.
1. Insulslab foundation to be placed on minimum 150mm
Type 2 granular material to be compacted in accordance with
the specification.
All soft spots to be excavated to competent formation and
back filled with compacted Type 2 granular material.
2. All works to be undertaken in accordance with the
recommendations contained within the geotechnical report
and NHBC Standards. Where trees are present, ground
conditions may require the placing of an additional hardcore
bed under the whole area to overcome the influence of
trees/shrinkable soils in accordance with the NHBC Standards
Chapter 4.2 and 4.5.
3. For depths of sub-base required beneath edge beams refer
to sections.
4. The Insulslab pods have a load bearing requirement and
are protected by a patent. Online technical data and ordering
information can be found on the website www.insulslab.com
5. Slab to be cured under a spray application of curing /
sealing solution, Permaban Pro-Seal or similar.
6. Where ground levels have been adjusted to suit site set-out
requirements, it has been assumed that infill / regrade
material has been suitabilty engineered and consolidated in
order to achieve a minimum ground bearing capacity of
50kN/m2
7. For all general details and sections see drawing No. 100.
8. For on site setting out of units, orientation / handing and
co-ordination, see Architects detail drawings and relevant site
setting out drawings by others.
9. For all finished ground levels and slab levels, see
Architects / Set-out drawings by others.
10. For setting out of all services, drainage and utilities see
Architects and specialists detail drawings.
Specification for Concrete and Fibres.
1. The concrete mix shall follow the recommendations as
noted in the ArcelorMittal Sheffield Ltd. BBA Certification 12 /
4894 product sheet 2 "ArcelorMittal - Insulslab foundation
system for housing applications using SFRC" page 3, Table 1
Concrete Specifications along with the following mix design
guide lines. These are to be considered together and neither
is to be considered complete without the other.
2. Concrete mix design shall be based on the use of 20mm
aggregate. Other aggregate sizes or blends may be used on
further review by ArcelorMittal in conjunction with the
readymix supplier and only formal written confirmation from
ArcelorMittal. The proportions will depend on the gradation of
the local materials.
3. The concrete grade to be a C30 / 37 - C35 with a maximum
water cement ratio of 0.55 using super-plasticiser. All
admixtures used should be from the same manufacturer and
used as per manufacturers instructions.
4. Permitted cement type shall be Portland cement or blends
of up to 20% replacement using GGBS or PFA. This
corresponds to the following cement types to BS EN 197-1:
CEM I, CEM II/A-S OR CEM II/A-V. Minimum cement quantity
WREHNJPñ
5. The slump shall be between 180 and 230mm (S4 type
EN206 / BS8500) at the time of delivery. The addition of
water on site is prohibited, except where the additional water
is allowable water remaining from the original batch target.
Any water added to the concrete shall be recorded on the
delivery ticket.
6. The fines content shall be aproximately 50% by weight of
the total aggregate content. Total fines content shall be
450kg/m3 fines graded at or below 200ȝ Please refer to the
required sieve curve analysis for optimum aggregate
gradation to be used when investigating the suitability of the
given mix.
6WHHOILEUHVWREH+('RVDJHUDWHLVNJPñ
NOTE:
LAYOUT SHOWN IS INDICATIVE AND SUBJECT
TO CONFIRMATION AND CO-ORDINATION WITH
ARCHITECTS DRAWINGS AND SPECIALISTS
LINE LOADS
P1
DM
Preliminary - Costing
00.00.00
BY
To be confirmed.
Extent of any underbuild
Gas regime
TBC
TBC
REV
Gas membrane
Gas Venting
AMENDMENTS
DATE
PRELIMINARY
16. Apply a spray application of curing & sealing membrane
such as Permaban Permaseal or similar approved.
17. Strike the shutter and place aside for re-use.
Foundation Plan
(Housetype Example)
S.O.P Denotes 'Setting Out Point' of Pod Units
375
4120
18. The DPM is then lapped up the outside vertical face of the
toe. The horizontal and inside vertical face of the toe is
painted with two coats of RIW LAC or similar.
19. The vertical insulation is then placed against the outside
face of the toe and backfilled against.
20. The contractor shall record and retain on site, all concrete
mix delivery tickets for onward submission to the statutory
body for their approval.
4120
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
375
www.insulslab.com
3863
NOTE:
Where ground levels have been raised / adjusted,
it is assumed that a suitable engineered material
has been laid and consolidated in order to achieve
a minimum ground bearing pressure 50kN/m 2
3588
See drawing /51 for reinforcement details
Max Pile Load = 360kN
Hatched areas
denotes pour one
of two stage pour see plan & sections
Hatched areas
denote insulslab
pods cut on site
to suit.
THIS DRAWING IS FOR COSTING
PURPOSES ONLY AND MUST NOT
BE USED FOR CONSTRUCTION
FOR CONSTRUCTION DETAIL INFORMATION
CONTACT GHW CONSULTING ENGINEERS Ltd.
New Development
12-2999
Insulslab Foundation Layout
Example Housetype
DM
AW
A1 - 1:25
A3 - 1:50
INS12-0000
AW
Nov 2012
01
P1
THIS DRAWING IS COPYRIGHT AND MUST NOT BE REPRODUCED
WHOLLY OR IN PART WITHOUT PRIOR PERMISSION.
ˆ2012. GHW CONSULTING ENGINEERS LTD. / INSULSLAB SIG
General Notes.
1. For notes refer to drg /01
REINFORCED CONCRETE NOTES
1. FOR CONCRETE NOTES REFER TO GA DRAWING.
2. CONCRETE COVER:
GROUND BEAMS - 30 TOP, SIDES AS SHOWN, 75 BTM
2H16-B
3H16-B
2H12-T
3H16-B
2H12-T
2H16-B
27H10-300 LINKS
COVER TO REINFORCEMENT IS TO BE ACHIEVED AND
MAINTAINED BY USE OF PROPRIETORY ACCESSORIES
IN ACCORDANCE WITH BS 7973.
5. WHERE APPLICABLE, REBAR LAP LENGTHS ARE NOT
TO BE LESS THAN 40 x BAR DIA. WHERE ONE BAR LAPS
WITH ANOTHER OF A DIFFERENT DIAMETER, THEN USE
THE LAP LENGTH FOR THE SMALLER BAR. PREWELDED
MESH LAP LENGTHS ARE TO BE NOT LESS THAN
400mm.
2H16-B
3H16-B
2H12-T
6. CONCRETE SURFACE FINISHES ARE TO BE IN
ACCORDANCE WITH THE SPECIFICATION.
3H16-B
2H12-T
3H16-B
2H12-T
7. LAYER ABBREVIATIONS (WHERE USED)
13H10-300 LINKS
BTM
TOP
B1
B2
T1
T2
NF1
NF2
FF1
FF2
EF
EW
STG
ABR
- BOTTOM FACE
- TOP FACE
- OUTERMOST LAYER IN BTM
- SUBSEQUENT LAYER IN BTM
- OUTERMOST LAYER IN TOP
- SUBSEQUENT LAYER IN TOP
- OUTERMOST LAYER IN NEAR FACE
- SUBSEQUENT LAYER IN NEAR FACE
- OUTERMOST LAYER IN FAR FACE
- SUBSEQUENT LAYER IN FAR FACE
- EACH FACE
- EACH WAY
- STAGGERED
- ALTERNATE BARS REVERSED
27H10-300 LINKS
3H16-B
2H12-T
09. THIS DRAWING IS TO BE READ IN CONJUNCTION
WITH GHW Drg. No. 01, IN ADDITION TO OTHER
DRAWINGS REFERENCED THEREIN.
2H16-B
3H16-B
2H12-T
3H16-B
2H12-T
27H10-300 LINKS
2H16-B
8. REBARS TO BE PRE-FIXED BY THE DRAWING
NUMBER.
10. REINFORCEMENT NOMENCLATURE:
5H40-01-150-T1 ABR
COMMENT
LOCATION OF BARS
BAR CENTRES (mm)
BAR MARK
BAR DIAMETER (mm)
TYPE OF STEEL
NUMBER OF BARS
27H10-300 LINKS
3H16-B
2H12-T
12H10-300 LINKS
3H16-B
2H12-T
3H16-B
2H12-T
NOTE:
LAYOUT SHOWN IS INDICATIVE AND SUBJECT
TO CONFIRMATION AND CO-ORDINATION WITH
ARCHITECTS DRAWINGS AND SPECIALISTS
LINE LOADS
P1
DM
Preliminary - Costing
00.00.00
REV
BY
2H16-B
AMENDMENTS
DATE
2H16-B
3H16-B
2H12-T
27H10-300 LINKS
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
50
H12
H12
H10
H12
H10 Lin
Link
k
75
REMOVE LIP
ON PODS
ADJACENT
BEAMS
75 MIN
H12
REMOVE LIP
ON PODS
ADJACENT
BEAMS
75
75 MIN COVER
75 MIN COVER
LINK POSITIONED
CENTRALLY ON
BEAM
30
www.insulslab.com
LINK POSITIONED
50 OFF TOE FACE
30
3H16-B
2H12-T
2H16-B
PRELIMINARY
No. OFF AND SIZE OF BARS TO BTM
OF BEAMS VARIES - REFER TO PLAN
Typical Edge
Beam Section
Typical Internal
Beam Section
Scale 1:10
Scale 1:10
NOTE:
Where ground levels have been raised / adjusted,
it is assumed that a suitable engineered material
has been laid and consolidated in order to achieve
a minimum ground bearing pressure 50kN/m 2
Hatched areas
denotes pour one
of two stage pour see plan & sections
Hatched areas
denote insulslab
pods cut on site
to suit.
THIS DRAWING IS FOR COSTING
PURPOSES ONLY AND MUST NOT
BE USED FOR CONSTRUCTION
FOR CONSTRUCTION DETAIL INFORMATION
CONTACT GHW CONSULTING ENGINEERS Ltd.
New Development
12-2999
Reinforcement details for
Example Housetype
DM
AW
A1 - 1:25
A3 - 1:50
INS12-0000
AW
Nov 2012
51
P1
75 MIN / 150 MAX SIDE
COVER TO Z BAR
H12 'Z' BARS AT 250crs MAX. PUSHED INTO FIRST POUR.
CONTRACTOR TO ENSURE STABILITY DURING CONSTRUCTION
30-50 COVER
SLAB LEVEL
100
SLAB
225
POUR 2
75 MIN
CAVITY INSULATION
AND DPC IN
ACCORDANCE WITH
ARCH DETAILS
TEMPORARY BLOCK TO
ENSURE CORRECT COVER
300
BEAM
LOWER SECTION OF
BEAM CAST FIRST
INSULSLAB 'HYRIB' STANDARD OR
EXTENDED BEAM CLOSER FIXED
ACROSS FACE OF INTERNAL BEAMS /
RIBS TO CONTAIN FIRST STAGE POUR
50
50 INSULSLAB
CB INSULATION
225
POUR 1
INSULSLAB POD
ROCKER PIPE IN
ACCORDANCE WITH
NHBC GUIDELINES
50 MIN
100
MIN
250
VARIES - SEE PLAN
75
OPTIONALLY INSTALL 225 HARDCORE
TO BUILDING FOOTPRINT
100 INSULSLAB ACD
HORIZONTAL EDGE INSULATION
1050 FOR FULL POD
TYPICAL EDGE DETAIL AT SERVICE ENTRY POINTS
(SECTION 1)
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
150
225 MIN
TO EDGE
BEAM
150 COMPACTED SUB-BASE WITH BLINDED
CLOSED SURFACE AT MEMBRANE
150
2 COATS OF RIW LAC
OR SIMILAR 3RD PARTY
ACCREDITED LIQUID
DPM INSTALLED AS PER
MANUFACTUERS
RECOMMENDATIONS
DPM
TUCKED
INTO
FIRST
POUR
TYPICAL EDGE DETAIL
INS 12-0
200
P1
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
DPM DETAIL (WHERE GAS
MEMBRANE REFER TO
PLOT SPECIFIC DRGS)
75 MIN / 150 MAX SIDE
COVER TO Z BAR
CAVITY INSULATION AND
DPC IN ACCORDANCE
WITH ARCH DETAILS
50 INSULSLAB
CB INSULATION
350
POD
INSULSLAB POD
LOWER SECTION OF
BEAM CAST FIRST
150 COMPACTED SUB-BASE
WITH BLINDED CLOSED
SURFACE AT MEMBRANE
150
225
POUR 1
TO SUIT SITE LEVELS
POUR 2
100
SLAB
H12 'Z' BARS AT 250crs MAX. CONTRACTOR TO
ENSURE STABILITY DURING CONSTRUCTION
225 MIN
TO EDGE
BEAM
100 INSULSLAB
ACD INSULATION
100 INSULSLAB ACD
HORIZONTAL EDGE
INSULATION
250
100 MIN
VARIES - SEE PLAN
TYPICAL EDGE DETAIL AT DEEPENED EDGE BEAM
(SECTION 3 - ALSO REFER TO /102)
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
TYPICAL EDGE DETAIL
AT DEEPENED EDGE
BEAM/UNDERBUILD
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
202
P1
MONAFLOOR BRIDGESTOP
SYSTEM, INSTALLED IN
ACCORDANCE WITH
MANUFACTURERS DETAILS
INSULSLAB
POD
150
INSULSLAB
POD
350
BEAM
100
SLAB
SLAB LEVEL
100
MIN
100 INSULSLAB ACD
HORIZONTAL EDGE
INSULATION
100
MIN
150 COMPACTED SUB-BASE
WITH BLINDED CLOSED
SURFACE AT MEMBRANE
TYPICAL DETAIL AT INTERNAL/PARTY WALLS
(SECTION 5)
TYPICAL DETAIL AT
INTERNAL/PARTY LOAD
BEARING WALLS
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
203
P1
MONAFLOOR BRIDGESTOP
SYSTEM, INSTALLED IN
ACCORDANCE WITH
MANUFACTURERS DETAILS
AS PLAN
100
SLAB
SLAB LEVEL
INSULSLAB
POD
150
INSULSLAB
POD
350
BEAM
DAY JOINT
LOWER SECTION OF
BEAM CAST FIRST
100 INSULSLAB
ACD INSULATION
100 MIN
150 COMPACTED SUB-BASE
WITH BLINDED CLOSED
SURFACE AT MEMBRANE
100 MIN
100 INSULSLAB ACD
HORIZONTAL EDGE INSULATION
TYPICAL DETAIL AT CHANGE IN
SLAB LEVEL AT PARTY WALLS
(SECTION 6)
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
CHANGE IN SLAB LEVEL
AT PARTY WALL BEAMS
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
204
P1
100
SLAB
OPTIONAL DAY JOINT
BEAM
CAST GARAGE FLOOR LEVEL
PRIOR TO MAIN HOUSE
TEMP BARS FIXED INTO STAGE 1
POUR AT 450crs TO PROVIDE
RESTRAINT TO FORMER. CUT DOWN
TO FFL FOLLOWING CONSTRUCTION
SLAB LEVEL
AS PLAN
INSULSLAB
POD
350
POD
INSULSLAB
POD
LOWER SECTION OF
BEAM CAST FIRST
150
SLAB
TIMBER FORMER TIED TO
REINFORCEMENT TO FORM
STEP IN SLAB TO REMAIN TRUE
AND ALLIGNED AT ALL TIMES
100 INSULSLAB
ACD INSULATION
100 MIN
150 COMPACTED SUB-BASE
WITH BLINDED CLOSED
SURFACE AT MEMBRANE
100 MIN
100 INSULSLAB ACD
HORIZONTAL EDGE INSULATION
TYPICAL DETAIL AT CHANGE IN SLAB
LEVEL TO GARAGE - 150 STEP MAX
(SECTION 7)
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
TYPICAL CHANGE IN
SLAB LEVEL ADJACENT
GARAGE
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
205
P1
SPACING
INSULSLAB
POD
75 MIN TYPE 1
SLAB LEVEL
TYPICAL VIBRO PLAN
75 COMPACTED SUB-BASE WITH
BLINDED CLOSED SURFACE AT
MEMBRANE ON VIBRO PILING MAT
OR ENG. FILL DESIGNED BY OTHERS
PILING MAT/
ENGINEERED
GROUND
2000 MAX
9,%5272%(,167$//('72N1Pð81'(5
EXTERNAL AND INTERNAL BEAMS ONLY. SLAB
IS DESIGNED TO SPAN BETWEEN BEAMS.
DETAIL SHOWING REDUCED HARDCORE
ON VIBRO OR ENGINEERED GROUND
TYPICAL EDGE DETAIL
FOR VIBRO OR
ENGINEERED FILL SITES
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
210
P1
125 TO PILE
TYPICAL
150 MAX DUCT
THROUGH EDGE BEAMS
CAVITY INSULATION AND
DPC IN ACCORDANCE
WITH ARCH DETAILS
PILE REINFORCEMENT TO BE
RETAINED TO ACHIEVE FULL
ANCHORAGE LENGTH INTO PILE CAP
100
SLAB
SLAB LEVEL
225
POUR 2
INSULSLAB 'HYRIB' STANDARD OR
EXTENDED BEAM CLOSER FIXED
ACROSS FACE OF INTERNAL BEAMS /
RIBS TO CONTAIN FIRST STAGE POUR
ROCKER PIPE IN
ACCORDANCE WITH
NHBC GUIDELINES
50 MIN
100 MIN
250
VARIES - SEE PLAN
75 MIN COMPACTED SUB-BASE
WITH BLINDED CLOSED SURFACE
AT MEMBRANE ON PILING MAT
DESIGNED BY OTHERS
100 INSULSLAB ACD
HORIZONTAL EDGE INSULATION
1050 FOR FULL POD
TYPICAL EDGE DETAIL AT SERVICE ENTRY POINTS
(SECTION 1)
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
75 50
225
POUR 1
225 MIN
TO EDGE
BEAM
50 INSULSLAB
CB INSULATION
LOWER SECTION OF
BEAM CAST FIRST
300
BEAM
INSULSLAB POD
150
2 COATS OF RIW LAC
OR SIMILAR 3RD PARTY
ACCREDITED LIQUID
DPM INSTALLED AS PER
MANUFACTUERS
RECOMMENDATIONS
PILING MAT
75 MIN
REFER SEPARATE DRG FOR
REINFORCEMENT DETAILS
DPM
TUCKED
INTO
FIRST
POUR
TYPICAL EDGE DETAIL
INS 12-0
220
P1
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
DPM DETAIL (WHERE GAS
MEMBRANE REFER TO
PLOT SPECIFIC DRGS)
CAVITY INSULATION AND
DPC IN ACCORDANCE
WITH ARCH DETAILS
225 MIN
TO EDGE
BEAM
50 INSULSLAB
CB INSULATION
350
POD
INSULSLAB POD
LOWER SECTION OF
BEAM CAST FIRST
100 INSULSLAB ACD
HORIZONTAL EDGE
INSULATION
250
75
225
POUR 1
TO SUIT SITE LEVELS
POUR 2
100
SLAB
REFER SEPARATE DRG FOR
REINFORCEMENT DETAILS
100 INSULSLAB
ACD INSULATION
75 MIN COMPACTED SUB-BASE
WITH BLINDED CLOSED SURFACE
AT MEMBRANE ON PILING MAT
DESIGNED BY OTHERS
100 MIN
VARIES - SEE PLAN
TYPICAL EDGE DETAIL AT DEEPENED EDGE BEAM
(SECTION 3 - ALSO REFER /103)
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
TYPICAL EDGE DETAIL
AT DEEPENED EDGE
BEAM/UNDERBUILD
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
222
P1
MONAFLOOR BRIDGESTOP
SYSTEM, INSTALLED IN
ACCORDANCE WITH
MANUFACTURERS DETAILS
INSULSLAB
POD
100 MIN
INSULSLAB
POD
350
BEAM
100
SLAB
SLAB LEVEL
100 MIN
100 INSULSLAB ACD
HORIZONTAL EDGE INSULATION
TYPICAL DETAIL AT INTERNAL/PARTY WALLS
(SECTION 5)
TYPICAL DETAIL AT
INTERNAL/PARTY LOAD
BEARING WALLS
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
223
P1
MONAFLOOR BRIDGESTOP
SYSTEM, INSTALLED IN
ACCORDANCE WITH
MANUFACTURERS DETAILS
IF DAY JOINT REQUIRED
USE H12 'Z' BARS AT 250crs
MAX. CONTRACTOR TO
ENSURE STABILITY
DURING CONSTRUCTION
AS PLAN
100
SLAB
SLAB LEVEL
100 MIN
LOWER SECTION OF
BEAM CAST FIRST
100 INSULSLAB
ACD INSULATION
100 MIN
PILING MAT
INSULSLAB
POD
75
INSULSLAB
POD
350
BEAM
DAY JOINT
100 INSULSLAB ACD
HORIZONTAL EDGE INSULATION
TYPICAL DETAIL AT CHANGE IN
SLAB LEVEL AT PARTY WALLS
(SECTION 6)
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
CHANGE IN SLAB LEVEL
AT PARTY WALL BEAMS
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
224
P1
100
SLAB
LOWER SECTION OF
BEAM CAST FIRST
75
INSULSLAB
POD
350
POD
INSULSLAB
POD
100 INSULSLAB
ACD INSULATION
100 MIN
100 MIN
PILING MAT
CAST GARAGE FLOOR LEVEL
PRIOR TO MAIN HOUSE
TEMP BARS FIXED INTO STAGE 1
POUR AT 450crs TO PROVIDE
RESTRAINT TO FORMER. CUT DOWN
TO FFL FOLLOWING CONSTRUCTION
SLAB LEVEL
AS PLAN
TIMBER FORMER TIED TO
REINFORCEMENT TO FORM
STEP IN SLAB TO REMAIN TRUE
AND ALLIGNED AT ALL TIMES
100 INSULSLAB ACD
HORIZONTAL EDGE INSULATION
TYPICAL DETAIL AT CHANGE IN SLAB
LEVEL TO GARAGE - 150 STEP MAX
(SECTION 7)
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
TYPICAL CHANGE IN
SLAB LEVEL ADJACENT
GARAGE
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
225
P1
75 MIN / 150 MAX SIDE
COVER TO Z BAR
H12 'Z' BARS AT 250crs MAX. CONTRACTOR TO
ENSURE STABILITY DURING CONSTRUCTION
CAVITY INSULATION AND
DPC IN ACCORDANCE
WITH ARCH DETAILS
100
SLAB
450dp MAIN SLAB
POUR 3
WALL TIES AT 900crs
HORIZONTAL AND 450crs
VERTICAL (TYPE TBC BY
PROJECT ENGINEER) TO
BE SHOT FIRED WITH
HILTI DS-27 OR FIXED
USING HPS-1R 6/25x50
HAMMER SCREW
FIXINGS OR SIMILAR
APPROVED TO SFRC.
TEMPORARY BLOCK TO TOP OF
POD TO ENSURE CORRECT COVER
5
INSULSLAB POD
DETAIL BETWEEN POURS
TO SUIT SITE LEVELS
POUR 2
150
CONST JOINT
CONST
JOINTS AS
REQUIRED
1
100 INSULSLAB ACD INSULATION
4
CONST JOINT
1. INSTALL TEMPORARY FORMWORK
2. BACKFILL WITH GEN0 LEAN MIX
3. CAST POUR 1 IN SFRC
4. CAST POUR 2 IN SFRC
5. CAST MAIN SLAB IN SFRC
LEAN MIX CONCRETE TO
FORM SHUTTER TO
INSULATION/DOWNSTAND
3
225
POUR 1
50 INSULSLAB
CB INSULATION
150 COMPACTED SUB-BASE
WITH BLINDED CLOSED
SURFACE AT MEMBRANE
TEMPORARY FORMWORK
2
225 MIN
TO EDGE
BEAM
ROUGH TAMP
FINISH BETWEEN
POURS
DAY
JOINT
350
POD
2 COATS OF RIW LAC
OR SIMILAR 3RD PARTY
ACCREDITED LIQUID
DPM INSTALLED AS PER
MANUFACTUERS
RECOMMENDATIONS
250 MINIMUM
EMBEDMENT
OF H12 TIE
BAR INTO
EACH POUR
30-50 COVER
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
100 INSULSLAB ACD
HORIZONTAL EDGE INSULATION
250
VARIES - SEE PLAN
TYPICAL RAFT DETAILS
AT UNDERBUILD
100
TYPICAL EDGE DETAIL AT DEEPENED EDGE BEAM
OPTION 1
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
240
P1
75 MIN / 150 MAX SIDE
COVER TO U BAR
WALL TIES
AS OPTION 1
250 MINIMUM
EMBEDMENT
OF H12 TIE
BAR INTO
EACH POUR
100
SLAB
30-50 COVER
ROUGH TAMP
FINISH BETWEEN
POURS
5
DAY
JOINT
350
POD
TEMPORARY BLOCK TO TOP OF
POD TO ENSURE CORRECT COVER
POUR 3
450dp MAIN SLAB
CAVITY INSULATION AND
DPC IN ACCORDANCE
WITH ARCH DETAILS
INSULSLAB POD
DETAIL BETWEEN POURS
TO SUIT SITE LEVELS
POUR 2
150
CONST JOINT
100 INSULSLAB
ACD INSULATION
4
2
225
POUR 1
3
SUITABLE WELL COMPACTED
BACKFILL TO WORKING SPACE
10N BLOCKWORK WITH
MORTAR DESIGNATION
(iii) TO PROVIDE
TEMPORARY SHUTTER
CONST JOINT
1
1. CAST POUR 1 IN SFRC
2. BUILD BLOCKWORK OR SIMILAR
SUIT POUR 2 HEIGHT AND INSTALL
INSULATION
3. BACKFILL WITH SUITABLE WELL
COMPACTED FILL
4. CAST POUR 2 IN SFRC
5. CAST MAIN SLAB IN SFRC
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
225 MIN
TO EDGE
BEAM
50 INSULSLAB
CB INSULATION
150 COMPACTED SUB-BASE
WITH BLINDED CLOSED
SURFACE AT MEMBRANE
2
TYPICAL RAFT DETAILS
AT UNDERBUILD
OPTION 2
250
VARIES - SEE PLAN
50
TYPICAL EDGE DETAIL AT DEEPENED EDGE BEAM
OPTION 2
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
241
P1
75 MIN / 150 MAX SIDE
COVER TO Z BAR
H12 'Z' BARS AT 250crs MAX. CONTRACTOR TO
ENSURE STABILITY DURING CONSTRUCTION
CAVITY INSULATION AND
DPC IN ACCORDANCE
WITH ARCH DETAILS
WALL TIES AT 900crs
HORIZONTAL AND 450crs
VERTICAL (TYPE TBC BY
PROJECT ENGINEER) TO
BE SHOT FIRED WITH
HILTI DS-27 OR FIXED
USING HPS-1R 6/25x50
HAMMER SCREW
FIXINGS OR SIMILAR
APPROVED TO SFRC.
100
SLAB
30-50 COVER
INSULSLAB POD
DAY
JOINT
350
POD
5
DETAIL BETWEEN POURS
TO SUIT SITE LEVELS
POUR 2
150
CONST JOINT
CONST
JOINTS AS
REQUIRED
1
100 INSULSLAB ACD INSULATION
4
CONST JOINT
1. INSTALL TEMPORARY FORMWORK
2. BACKFILL WITH GEN0 LEAN MIX
3. CAST POUR 1 IN SFRC
4. CAST POUR 2 IN SFRC
5. CAST MAIN SLAB IN SFRC
LEAN MIX CONCRETE TO
FORM SHUTTER TO
INSULATION/DOWNSTAND
3
225
POUR 1
50 INSULSLAB
CB INSULATION
150 COMPACTED SUB-BASE
WITH BLINDED CLOSED
SURFACE AT MEMBRANE
TEMPORARY FORMWORK
2
225 MIN
TO EDGE
BEAM
ROUGH TAMP
FINISH BETWEEN
POURS
TEMPORARY BLOCK TO TOP OF
POD TO ENSURE CORRECT COVER
POUR 3
450dp MAIN SLAB
2 COATS OF RIW LAC
OR SIMILAR 3RD PARTY
ACCREDITED LIQUID
DPM INSTALLED AS PER
MANUFACTUERS
RECOMMENDATIONS
250 MINIMUM
EMBEDMENT
OF H12 TIE
BAR INTO
EACH POUR
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
100 INSULSLAB ACD
HORIZONTAL EDGE INSULATION
TYPICAL PILE DETAILS
AT UNDERBUILD
OPTION 1
250
VARIES - SEE PLAN
100
TYPICAL EDGE DETAIL AT DEEPENED EDGE BEAM
OPTION 1
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
242
P1
75 MIN / 150 MAX SIDE
COVER TO U BAR
CAVITY INSULATION AND
DPC IN ACCORDANCE
WITH ARCH DETAILS
100
SLAB
30-50 COVER
450dp MAIN SLAB
POUR 3
ROUGH TAMP
FINISH BETWEEN
POURS
5
350
POD
TEMPORARY BLOCK TO TOP OF
POD TO ENSURE CORRECT COVER
DAY
JOINT
INSULSLAB POD
DETAIL BETWEEN POURS
CONST JOINT
TO SUIT SITE LEVELS
POUR 2
150
WALL TIES
AS OPTION 1
250 MINIMUM
EMBEDMENT
OF H12 TIE
BAR INTO
EACH POUR
100 INSULSLAB
ACD INSULATION
4
2
225
POUR 1
3
SUITABLE WELL COMPACTED
BACKFILL TO WORKING SPACE
10N BLOCKWORK WITH
MORTAR DESIGNATION
(iii) TO PROVIDE
TEMPORARY SHUTTER
CONST JOINT
1
1. CAST POUR 1 IN SFRC
2. BUILD BLOCKWORK OR SIMILAR TO
SUIT POUR 2 HEIGHT AND INSTALL
INSULATION
3. BACKFILL WITH SUITABLE WELL
COMPACTED FILL
4. CAST POUR 2 IN SFRC
5. CAST MAIN SLAB IN SFRC
HATCHED AREAS
DENOTES POUR ONE
OF TWO STAGE POUR SEE PLAN & SECTIONS
225 MIN
TO EDGE
BEAM
50 INSULSLAB
CB INSULATION
150 COMPACTED SUB-BASE
WITH BLINDED CLOSED
SURFACE AT MEMBRANE
2
R
F
P
TYPICAL PILE DETAILS
AT UNDERBUILD
OPTION 2
250
VARIES - SEE PLAN
50
TYPICAL EDGE DETAIL AT DEEPENED EDGE BEAM
OPTION 2
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
243
P1
THIS DRAWING IS COPYRIGHT AND MUST NOT BE REPRODUCED
WHOLLY OR IN PART WITHOUT PRIOR PERMISSION.
ˆ2012. GHW CONSULTING ENGINEERS LTD. / INSULSLAB SIG
225
300
450
100
Slab Level
225
250
Cellcore HX S
grade 13/18
under slab.
Plasticity Depth
90
Low
Medium 160
225
High
100
100
100
Cellcore HX B
grade 13/18 under
edge beams.
Plasticity Depth
Low
85
Medium
155
High
220
Typical Edge Detail Two Stage Pour
100 Insulslab ACD
horizontal insulation
Cellcore HX B
grade 13/18 under
internal beams.
Plasticity Depth
Low
85
Medium
155
High
220
50
100 Insulslab ACD
horizontal insulation
Slab Level
Typical Internal Beam Detail
TYPICAL DETAIL OF
VOID FORMER UNDER
INSULSLAB PILED
FOUNDATION
Insulslab Technical.
Tel: 0121 781 7379
e-mail: insulslab@ghwconsulting.co.uk
Insulslab Sales.
Tel: 0844 5766 726
e-mail: sales@insulslab.com
www.insulslab.com
INS 12-0
244
P1