gas membrane insulslab sfrc foundation installation ... · pdf filebe used for construction...

650 3450 395

600

3450

375

3175

600

S.O.P

S.O.P

Provide "hyrib" at beam/ beam intersections tofirst pour (Typical)

F o u n d a t i o n P l a n(Housetype Example)

S.O.P Denotes 'Setting Out Point' of Pod Units

6503450395

S.O.P

S.O.P

250

250

1101

1101

5101

1101

A1 - 1:25A3 - 1:50 Nov 2012

AWAWDM

Insulslab Foundation LayoutExample Housetype

PRELIMINARY

New Development

THIS DRAWING IS FOR COSTINGPURPOSES ONLY AND MUST NOT

BE USED FOR CONSTRUCTION

FOR CONSTRUCTION DETAIL INFORMATIONCONTACT GHW CONSULTING ENGINEERS Ltd.

00.00.00DMP1 Preliminary - Costing

THIS DRAWING IS COPYRIGHT AND MUST NOT BE REPRODUCEDWHOLLY OR IN PART WITHOUT PRIOR PERMISSION.

2012. GHW CONSULTING ENGINEERS LTD. / INSULSLAB SIG

BY

RE

V

AMENDMENTS DATE

www.insulslab.com

Insulslab Technical.Tel: 0121 781 7379e-mail: [email protected]

Hatched areasdenotes pour oneof two stage pour -see plan & sections

Hatched areasdenote insulslabpods cut on siteto suit.

General Notes.1. Insulslab foundation to be placed on minimum 150mmType 2 granular material to be compacted in accordance withthe specification.All soft spots to be excavated to competent formation andback filled with compacted Type 2 granular material.2. All works to be undertaken in accordance with therecommendations contained within the geotechnical reportand NHBC Standards. Where trees are present, groundconditions may require the placing of an additional hardcorebed under the whole area to overcome the influence oftrees/shrinkable soils in accordance with the NHBC StandardsChapter 4.2 and 4.5.3. For depths of sub-base required beneath edge beams referto sections.4. The Insulslab pods have a load bearing requirement andare protected by a patent. Online technical data and orderinginformation can be found on the website www.insulslab.com5. 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-outrequirements, it has been assumed that infill / regradematerial has been suitabilty engineered and consolidated inorder to achieve a minimum ground bearing capacity of50kN/m2

7. For all general details and sections see drawing No. 100.8. For on site setting out of units, orientation / handing andco-ordination, see Architects detail drawings and relevant sitesetting out drawings by others.9. For all finished ground levels and slab levels, seeArchitects / Set-out drawings by others.10. For setting out of all services, drainage and utilities seeArchitects and specialists detail drawings.

NOTE:LAYOUT SHOWN IS INDICATIVE AND SUBJECTTO CONFIRMATION AND CO-ORDINATION WITHARCHITECTS DRAWINGS AND SPECIALISTSLINE LOADS

NOTE:Where ground levels have been raised / adjusted,it is assumed that a suitable engineered materialhas been laid and consolidated in order to achievea minimum ground bearing pressure 50kN/m2

Specification for Concrete and Fibres.1. The concrete mix shall follow the recommendations asnoted in the ArcelorMittal Sheffield Ltd. BBA Certification 12 /4894 product sheet 2 "ArcelorMittal - Insulslab foundationsystem for housing applications using SFRC" page 3, Table 1Concrete Specifications along with the following mix designguide lines. These are to be considered together and neitheris to be considered complete without the other.2. Concrete mix design shall be based on the use of 20mmaggregate. Other aggregate sizes or blends may be used onfurther review by ArcelorMittal in conjunction with thereadymix supplier and only formal written confirmation fromArcelorMittal. The proportions will depend on the gradation ofthe local materials.3. The concrete grade to be a C30 / 37 - C35 with a maximumwater cement ratio of 0.55 using super-plasticiser. Alladmixtures used should be from the same manufacturer andused as per manufacturers instructions.4. Permitted cement type shall be Portland cement or blendsof up to 20% replacement using GGBS or PFA. Thiscorresponds to the following cement types to BS EN 197-1:CEM I, CEM II/A-S OR CEM II/A-V. Minimum cement quantity

5. The slump shall be between 180 and 230mm (S4 typeEN206 / BS8500) at the time of delivery. The addition ofwater on site is prohibited, except where the additional wateris allowable water remaining from the original batch target.Any water added to the concrete shall be recorded on thedelivery ticket.6. The fines content shall be aproximately 50% by weight ofthe total aggregate content. Total fines content shall be450kg/m3 fines graded at or below 200 Please refer to therequired sieve curve analysis for optimum aggregategradation to be used when investigating the suitability of thegiven mix.

Insulslab Sales.Tel: 0844 5766 726

e-mail: [email protected]

INS12-0000 01 P1

12-2999

Gas membraneGas Venting

TBCTBC

Insulslab SFRC Foundation InstallationMethodology.Described below is a method of construction to utilise theINSULSLAB form of waffle slab foundation in conditionswhere the foundation is supported at shallow depth directly bythe underlying soils. For piled foundations using INSULSLABsimilar methods apply.Whilst accepting that individual interpretation and innovationmay well give rise to alternative methods to suit site specificconditions, it is felt that what is described, will clearly andaccurately achieve the end product.Severely sloping sites will introduce individual conditions tobe addressed which can be readily accounted for by referringto Insulslab technical, however for the purposes of thisexercise we have assumed a relatively level site.

1. Excavate to reduce general level to suit site layoutdrawings, by others.

2. Set the plot out as normal, ensuring that you have acompleted 'CONSTRUCTION ISSUE ' drawing showing theInsulslab foundation layout and the standard details drawing.

3. Excavate to reduce general level to a depth of 600 mmbelow top of slab level over the pod area and 675mm underedge beams and party walls. Sub-base should be preparedusing methods 2, 3 or 4 from table 6/4 of the Specification ofHighway Works Volume 1 Series 600 Earthworks and inaccordance with NHBC recommendations. Additional fill mayalso be necessary to ensure that all topsoil, degradablematerial and soft spots are removed.

4. Position, excavate & install all services and drainageentries. The accuracy of this operation is paramount, ascorrection of inaccuracies is very difficult.

5. Place granular hardcore and compact to a level 550mmbelow top of slab level. Compaction with a Wacker plate ortrench roller to the hardcore in the trenches or alarger twin drummed roller to the whole of the formation areais acceptable. Tolerances on top of the finished sub-baseshould be within +10/-20 mm with an average of -5 mm.

6. Install 100 thick insulation under all edge / internal beams.

7. Set up and install the first stage edge shutter on top of thehorizontal edge insulation to the perimeter of the plot

monolithic pour)

8. Fill in between the Edge and internal insulation withgranular hardcore and compact.

9. Install a minimum 1200g dpm, or gas membrane asrequired by the site investigation, to whole area extending300 to 500mm beyond the edge of the shutter.

10. Starting from one corner of un-cut pods, the pods must beplaced to the prescribed layout, completing all full podsbefore installing the cut-pods as required. Widened internalbeams should be separate by spacers in order to minimiserisk of movement.

11. Hyrib is to be installed and fixed in position across face ofinternal ribs/beams in order to contain initial pour to edgebeam.

12. Timber bracing is required from the top of the pod to theshutter in corner locations and every perimeter pod duringconcreting to ensure no lateral movement occurs. These areremoved when the concrete reaches the top of the pods.Reinforcement to be cast into the first stage pour to provide ashear connection between the two pours.

13. The concrete is to be placed to the outer toe section firstof the two stage pour, prior to installing the remainingconcrete to the full height in the usual manner. (The concretecan either be pumped or placed directly)

14. Once set, the lower shutter can be stripped and installedto form the second shutter. The foundation is then ready forthe internal ribs, slab, beams and remaining external beam tobe completed. Sacrificial bar or blocks may be introduced tosupport the second stage pour shutter.

15. When the placement is completed, level carefully andfinish by bull float or skip float in order to improve flatness andto hide visible fibres under the superficial mortar. If requiredthe slab may be finished by power, bull or skip floated.

16. Apply a spray application of curing & sealing membranesuch as Permaban Permaseal or similar approved.

17. Strike the shutter and place aside for re-use.

18. The DPM is then lapped up the outside vertical face of thetoe. The horizontal and inside vertical face of the toe ispainted with two coats of RIW LAC or similar.

19. The vertical insulation is then placed against the outsideface of the toe and backfilled against.

20. The contractor shall record and retain on site, all concretemix delivery tickets for onward submission to the statutorybody for their approval.

To be confirmed.Extent of any underbuildGas regime

650 3450 395

600

3450

375

3175

600

S.O.P

S.O.P

Provide "hyrib" at beam/ beam intersections tofirst pour (Typical)

F o u n d a t i o n P l a n(Housetype Example)

S.O.P Denotes 'Setting Out Point' of Pod Units

6503450395

S.O.P

S.O.P

250

250

1101

1101

5101

1101

4120 4120

3863

3588

375

375

A1 - 1:25A3 - 1:50 Nov 2012

AWAWDM

Insulslab Foundation LayoutExample Housetype

PRELIMINARY

New Development







BY

RE

V

AMENDMENTS DATE

www.insulslab.com




General Notes.1. Insulslab foundation to be placed on minimum 150mmType 2 granular material to be compacted in accordance withthe specification.All soft spots to be excavated to competent formation andback filled with compacted Type 2 granular material.2. All works to be undertaken in accordance with therecommendations contained within the geotechnical reportand NHBC Standards. Where trees are present, groundconditions may require the placing of an additional hardcorebed under the whole area to overcome the influence oftrees/shrinkable soils in accordance with the NHBC StandardsChapter 4.2 and 4.5.3. For depths of sub-base required beneath edge beams referto sections.4. The Insulslab pods have a load bearing requirement andare protected by a patent. Online technical data and orderinginformation can be found on the website www.insulslab.com5. 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-outrequirements, it has been assumed that infill / regradematerial has been suitabilty engineered and consolidated inorder to achieve a minimum ground bearing capacity of50kN/m2

7. For all general details and sections see drawing No. 100.8. For on site setting out of units, orientation / handing andco-ordination, see Architects detail drawings and relevant sitesetting out drawings by others.9. For all finished ground levels and slab levels, seeArchitects / Set-out drawings by others.10. For setting out of all services, drainage and utilities seeArchitects and specialists detail drawings.



Specification for Concrete and Fibres.1. The concrete mix shall follow the recommendations asnoted in the ArcelorMittal Sheffield Ltd. BBA Certification 12 /4894 product sheet 2 "ArcelorMittal - Insulslab foundationsystem for housing applications using SFRC" page 3, Table 1Concrete Specifications along with the following mix designguide lines. These are to be considered together and neitheris to be considered complete without the other.2. Concrete mix design shall be based on the use of 20mmaggregate. Other aggregate sizes or blends may be used onfurther review by ArcelorMittal in conjunction with thereadymix supplier and only formal written confirmation fromArcelorMittal. The proportions will depend on the gradation ofthe local materials.3. The concrete grade to be a C30 / 37 - C35 with a maximumwater cement ratio of 0.55 using super-plasticiser. Alladmixtures used should be from the same manufacturer andused as per manufacturers instructions.4. Permitted cement type shall be Portland cement or blendsof up to 20% replacement using GGBS or PFA. Thiscorresponds to the following cement types to BS EN 197-1:CEM I, CEM II/A-S OR CEM II/A-V. Minimum cement quantity

5. The slump shall be between 180 and 230mm (S4 typeEN206 / BS8500) at the time of delivery. The addition ofwater on site is prohibited, except where the additional wateris allowable water remaining from the original batch target.Any water added to the concrete shall be recorded on thedelivery ticket.6. The fines content shall be aproximately 50% by weight ofthe total aggregate content. Total fines content shall be450kg/m3 fines graded at or below 200 Please refer to therequired sieve curve analysis for optimum aggregategradation to be used when investigating the suitability of thegiven mix.



INS12-0000 01 P1

12-2999

Gas membraneGas Venting

TBCTBC

Max Pile Load = 360kN

Insulslab SFRC Foundation InstallationMethodology.Described below is a method of construction to utilise theINSULSLAB form of waffle slab foundation in conditionswhere the foundation is supported at shallow depth directly bythe underlying soils. For piled foundations using INSULSLABsimilar methods apply.Whilst accepting that individual interpretation and innovationmay well give rise to alternative methods to suit site specificconditions, it is felt that what is described, will clearly andaccurately achieve the end product.Severely sloping sites will introduce individual conditions tobe addressed which can be readily accounted for by referringto Insulslab technical, however for the purposes of thisexercise we have assumed a relatively level site.

1. Excavate to reduce general level to suit site layoutdrawings, by others.

2. Set the plot out as normal, ensuring that you have acompleted 'CONSTRUCTION ISSUE ' drawing showing theInsulslab foundation layout and the standard details drawing.

3. Excavate to reduce general level to a depth of 600 mmbelow top of slab level over the pod area and 675mm underedge beams and party walls. Sub-base should be preparedusing methods 2, 3 or 4 from table 6/4 of the Specification ofHighway Works Volume 1 Series 600 Earthworks and inaccordance with NHBC recommendations. Additional fill mayalso be necessary to ensure that all topsoil, degradablematerial and soft spots are removed.

4. Position, excavate & install all services and drainageentries. The accuracy of this operation is paramount, ascorrection of inaccuracies is very difficult.

5. Place granular hardcore and compact to a level 550mmbelow top of slab level. Compaction with a Wacker plate ortrench roller to the hardcore in the trenches or alarger twin drummed roller to the whole of the formation areais acceptable. Tolerances on top of the finished sub-baseshould be within +10/-20 mm with an average of -5 mm.

6. Install 100 thick insulation under all edge / internal beams.

7. Set up and install the first stage edge shutter on top of thehorizontal edge insulation to the perimeter of the plot

monolithic pour)

8. Fill in between the Edge and internal insulation withgranular hardcore and compact.

9. Install a minimum 1200g dpm, or gas membrane asrequired by the site investigation, to whole area extending300 to 500mm beyond the edge of the shutter.

10. Starting from one corner of un-cut pods, the pods must beplaced to the prescribed layout, completing all full podsbefore installing the cut-pods as required. Widened internalbeams should be separate by spacers in order to minimiserisk of movement.

11. Hyrib is to be installed and fixed in position across face ofinternal ribs/beams in order to contain initial pour to edgebeam.

12. Timber bracing is required from the top of the pod to theshutter in corner locations and every perimeter pod duringconcreting to ensure no lateral movement occurs. These areremoved when the concrete reaches the top of the pods.Reinforcement to be cast into the first stage pour to provide ashear connection between the two pours.

13. The concrete is to be placed to the outer toe section firstof the two stage pour, prior to installing the remainingconcrete to the full height in the usual manner. (The concretecan either be pumped or placed directly)

14. Once set, the lower shutter can be stripped and installedto form the second shutter. The foundation is then ready forthe internal ribs, slab, beams and remaining external beam tobe completed. Sacrificial bar or blocks may be introduced tosupport the second stage pour shutter.

15. When the placement is completed, level carefully andfinish by bull float or skip float in order to improve flatness andto hide visible fibres under the superficial mortar. If requiredthe slab may be finished by power, bull or skip floated.

16. Apply a spray application of curing & sealing membranesuch as Permaban Permaseal or similar approved.

17. Strike the shutter and place aside for re-use.

18. The DPM is then lapped up the outside vertical face of thetoe. The horizontal and inside vertical face of the toe ispainted with two coats of RIW LAC or similar.

19. The vertical insulation is then placed against the outsideface of the toe and backfilled against.

20. The contractor shall record and retain on site, all concretemix delivery tickets for onward submission to the statutorybody for their approval.

See drawing /51 for reinforcement details

To be confirmed.Extent of any underbuildGas regime

3H16-B2H12-T

27H

10-3

00 L

INK

S

3H16-B2H12-T

3H16-B2H12-T

3H16-B2H12-T

3H16

-B2H

12-T

2H16

-B

27H10-300 LINKS

3H16

-B2H

12-T

2H16

-B

27H

10-3

00 L

INK

S

3H16

-B2H

12-T

2H16

-B

27H10-300 LINKS 3H16

-B2H

12-T

2H16

-B

3H16-B2H12-T

3H16-B2H12-T

3H16-B2H12-T

13H

10-3

00 L

INK

S12

H10

-300

LIN

KS

3H16

-B2H

12-T

2H16

-B

27H10-300 LINKS

3H16

-B2H

12-T

2H16

-B

2H16-B

2H16-B

Typical EdgeBeam Section

Scale 1:10

Typical InternalBeam Section

Scale 1:10

H10 Link

305075 MIN COVER

H10 Link

H12

3075 MIN75 MIN COVER

75

H12H12 H12

LINK POSITIONEDCENTRALLY ONBEAM

LINK POSITIONED50 OFF TOE FACE

No. OFF AND SIZE OF BARS TO BTMOF BEAMS VARIES - REFER TO PLAN

REMOVE LIPON PODSADJACENTBEAMS 75

REMOVE LIPON PODSADJACENTBEAMS

A1 - 1:25A3 - 1:50 Nov 2012

AWAWDM

Reinforcement details forExample Housetype

PRELIMINARY

New Development







BY

RE

V

AMENDMENTS DATE

www.insulslab.com








INS12-0000 51 P1

12-2999

General Notes.1. For notes refer to drg /01

5H40-01-150-T1 ABR

BAR MARKBAR DIAMETER (mm)TYPE OF STEELNUMBER OF BARS

COMMENT

BAR CENTRES (mm)LOCATION OF BARS

REINFORCED CONCRETE NOTES

1. FOR CONCRETE NOTES REFER TO GA DRAWING.

2. CONCRETE COVER:GROUND BEAMS - 30 TOP, SIDES AS SHOWN, 75 BTM

COVER TO REINFORCEMENT IS TO BE ACHIEVED ANDMAINTAINED BY USE OF PROPRIETORY ACCESSORIESIN ACCORDANCE WITH BS 7973.

5. WHERE APPLICABLE, REBAR LAP LENGTHS ARE NOTTO BE LESS THAN 40 x BAR DIA. WHERE ONE BAR LAPSWITH ANOTHER OF A DIFFERENT DIAMETER, THEN USETHE LAP LENGTH FOR THE SMALLER BAR. PREWELDEDMESH LAP LENGTHS ARE TO BE NOT LESS THAN400mm.

6. CONCRETE SURFACE FINISHES ARE TO BE INACCORDANCE WITH THE SPECIFICATION.

7. LAYER ABBREVIATIONS (WHERE USED)

BTM - BOTTOM FACETOP - TOP FACEB1 - OUTERMOST LAYER IN BTMB2 - SUBSEQUENT LAYER IN BTMT1 - OUTERMOST LAYER IN TOPT2 - SUBSEQUENT LAYER IN TOPNF1 - OUTERMOST LAYER IN NEAR FACENF2 - SUBSEQUENT LAYER IN NEAR FACEFF1 - OUTERMOST LAYER IN FAR FACEFF2 - SUBSEQUENT LAYER IN FAR FACEEF - EACH FACEEW - EACH WAYSTG - STAGGEREDABR - ALTERNATE BARS REVERSED

8. REBARS TO BE PRE-FIXED BY THE DRAWINGNUMBER.

09. THIS DRAWING IS TO BE READ IN CONJUNCTIONWITH GHW Drg. No. 01, IN ADDITION TO OTHERDRAWINGS REFERENCED THEREIN.

10. REINFORCEMENT NOMENCLATURE:

100

SLA

B30

0B

EA

M15

050

CAVITY INSULATIONAND DPC INACCORDANCE WITHARCH DETAILS

H12 'Z' BARS AT 250crs MAX. PUSHED INTO FIRST POUR.CONTRACTOR TO ENSURE STABILITY DURING CONSTRUCTION

ROCKER PIPE INACCORDANCE WITHNHBC GUIDELINES

75 MIN / 150 MAX SIDECOVER TO Z BAR

INSULSLAB 'HYRIB' STANDARD OREXTENDED BEAM CLOSER FIXEDACROSS FACE OF INTERNAL BEAMS /RIBS TO CONTAIN FIRST STAGE POUR

VARIES - SEE PLAN 1050 FOR FULL POD 150

225

PO

UR

122

5P

OU

R 2

150 COMPACTED SUB-BASE WITH BLINDEDCLOSED SURFACE AT MEMBRANE

225

MIN

TO E

DG

EB

EA

M

100 INSULSLAB ACDHORIZONTAL EDGE INSULATION250

75

SLAB LEVEL

50 M

IN

TYPICAL EDGE DETAIL AT SERVICE ENTRY POINTS(SECTION 1)

INSULSLAB POD

LOWER SECTION OFBEAM CAST FIRST

75 M

IN

100MIN

50 INSULSLABCB INSULATION

30-50 COVER

OPTIONALLY INSTALL 225 HARDCORETO BUILDING FOOTPRINT

TEMPORARY BLOCK TOENSURE CORRECT COVER

DPMTUCKEDINTOFIRSTPOUR

2 COATS OF RIW LACOR SIMILAR 3RD PARTYACCREDITED LIQUIDDPM INSTALLED AS PERMANUFACTUERSRECOMMENDATIONS

DPM DETAIL (WHERE GASMEMBRANE REFER TOPLOT SPECIFIC DRGS)P1200INS 12-0

TYPICAL EDGE DETAIL



www.insulslab.com


HATCHED AREASDENOTES POUR ONEOF TWO STAGE POUR -SEE PLAN & SECTIONS

CAVITY INSULATION ANDDPC IN ACCORDANCEWITH ARCH DETAILS

VARIES - SEE PLAN

225

PO

UR

1TO

SU

IT S

ITE

LE

VE

LSP

OU

R 2

150 COMPACTED SUB-BASEWITH BLINDED CLOSEDSURFACE AT MEMBRANE

100 INSULSLAB ACDHORIZONTAL EDGEINSULATION

250

TYPICAL EDGE DETAIL AT DEEPENED EDGE BEAM(SECTION 3 - ALSO REFER TO /102)

INSULSLAB POD


100 MIN

225

MIN

TO E

DG

EB

EA

M

H12 'Z' BARS AT 250crs MAX. CONTRACTOR TOENSURE STABILITY DURING CONSTRUCTION


100

SLA

B35

0P

OD

150

100 INSULSLABACD INSULATION



P1202INS 12-0

TYPICAL EDGE DETAILAT DEEPENED EDGEBEAM/UNDERBUILD



www.insulslab.com


100

SLA

B35

0B

EA

M15

0



SLAB LEVEL

TYPICAL DETAIL AT INTERNAL/PARTY WALLS(SECTION 5)

INSULSLABPOD

100MIN

INSULSLABPOD

100MIN

MONAFLOOR BRIDGESTOPSYSTEM, INSTALLED INACCORDANCE WITHMANUFACTURERS DETAILS


P1203INS 12-0

TYPICAL DETAIL ATINTERNAL/PARTY LOAD

BEARING WALLS



www.insulslab.com


100

SLA

B35

0B

EA

M15

0


100 INSULSLAB ACDHORIZONTAL EDGE INSULATION

SLAB LEVEL

TYPICAL DETAIL AT CHANGE INSLAB LEVEL AT PARTY WALLS

(SECTION 6)

INSULSLABPOD

100 MIN

INSULSLABPOD

100 MIN


AS

PLA

N

DAY JOINT




P1204INS 12-0

CHANGE IN SLAB LEVELAT PARTY WALL BEAMS



www.insulslab.com


SLA

BB

EA

M

100

SLA

B35

0P

OD

150



SLAB LEVEL

TYPICAL DETAIL AT CHANGE IN SLABLEVEL TO GARAGE - 150 STEP MAX

(SECTION 7)

INSULSLABPOD

100 MIN

INSULSLABPOD

100 MINA

S P

LAN


TEMP BARS FIXED INTO STAGE 1POUR AT 450crs TO PROVIDERESTRAINT TO FORMER. CUT DOWNTO FFL FOLLOWING CONSTRUCTION

TIMBER FORMER TIED TOREINFORCEMENT TO FORMSTEP IN SLAB TO REMAIN TRUEAND ALLIGNED AT ALL TIMES

CAST GARAGE FLOOR LEVELPRIOR TO MAIN HOUSE


OPTIONAL DAY JOINT


P1205INS 12-0

TYPICAL CHANGE INSLAB LEVEL ADJACENT

GARAGE



www.insulslab.com


DETAIL SHOWING REDUCED HARDCOREON VIBRO OR ENGINEERED GROUND

PIL

ING

MA

T/E

NG

INE

ER

ED

GR

OU

ND

75 M

IN T

YP

E 1

75 COMPACTED SUB-BASE WITHBLINDED CLOSED SURFACE ATMEMBRANE ON VIBRO PILING MATOR ENG. FILL DESIGNED BY OTHERS

INSULSLABPOD

SLAB LEVEL

EXTERNAL AND INTERNAL BEAMS ONLY. SLABIS DESIGNED TO SPAN BETWEEN BEAMS.

TYPICAL VIBRO PLAN

2000

MA

XS

PA

CIN

G


P1210INS 12-0

TYPICAL EDGE DETAILFOR VIBRO OR

ENGINEERED FILL SITES



www.insulslab.com


100

SLA

B30

0B

EA

M75

50


150 MAX DUCTTHROUGH EDGE BEAMS

ROCKER PIPE INACCORDANCE WITHNHBC GUIDELINES

INSULSLAB 'HYRIB' STANDARD OREXTENDED BEAM CLOSER FIXEDACROSS FACE OF INTERNAL BEAMS /RIBS TO CONTAIN FIRST STAGE POUR

VARIES - SEE PLAN 1050 FOR FULL POD 150

225

PO

UR

122

5P

OU

R 2

225

MIN

TO E

DG

EB

EA

M

100 INSULSLAB ACDHORIZONTAL EDGE INSULATION250

SLAB LEVEL

50 M

IN

INSULSLAB PODLOWER SECTION OFBEAM CAST FIRST

75 M

IN

100 MIN


REFER SEPARATE DRG FORREINFORCEMENT DETAILS

PIL

ING

MA

T

75 MIN COMPACTED SUB-BASEWITH BLINDED CLOSED SURFACEAT MEMBRANE ON PILING MATDESIGNED BY OTHERS

PILE REINFORCEMENT TO BERETAINED TO ACHIEVE FULLANCHORAGE LENGTH INTO PILE CAP

125 TO PILETYPICAL

TYPICAL EDGE DETAIL AT SERVICE ENTRY POINTS(SECTION 1)

DPMTUCKEDINTOFIRSTPOUR


DPM DETAIL (WHERE GASMEMBRANE REFER TOPLOT SPECIFIC DRGS)P1220INS 12-0

TYPICAL EDGE DETAIL



www.insulslab.com




VARIES - SEE PLAN

225

PO

UR

1TO

SU

IT S

ITE

LE

VE

LSP

OU

R 2


250

INSULSLAB POD


100 MIN

225

MIN

TO E

DG

EB

EA

M

100

SLA

B35

0P

OD

75

100 INSULSLABACD INSULATION50 INSULSLAB

CB INSULATION

REFER SEPARATE DRG FORREINFORCEMENT DETAILS

75 MIN COMPACTED SUB-BASEWITH BLINDED CLOSED SURFACEAT MEMBRANE ON PILING MATDESIGNED BY OTHERS

TYPICAL EDGE DETAIL AT DEEPENED EDGE BEAM(SECTION 3 - ALSO REFER /103)


P1222INS 12-0

TYPICAL EDGE DETAILAT DEEPENED EDGEBEAM/UNDERBUILD



www.insulslab.com


100

SLA

B35

0B

EA

M

SLAB LEVEL

INSULSLABPOD

INSULSLABPOD



100 MIN100 MIN

TYPICAL DETAIL AT INTERNAL/PARTY WALLS(SECTION 5)


P1223INS 12-0

TYPICAL DETAIL ATINTERNAL/PARTY LOAD

BEARING WALLS



www.insulslab.com


100

SLA

B35

0B

EA

M75


SLAB LEVEL

INSULSLABPOD

100 MIN

INSULSLABPOD

100 MIN


AS

PLA

N

DAY JOINT



IF DAY JOINT REQUIREDUSE H12 'Z' BARS AT 250crsMAX. CONTRACTOR TOENSURE STABILITYDURING CONSTRUCTION

PIL

ING

MA

T

TYPICAL DETAIL AT CHANGE INSLAB LEVEL AT PARTY WALLS

(SECTION 6)HATCHED AREASDENOTES POUR ONEOF TWO STAGE POUR -SEE PLAN & SECTIONS

P1224INS 12-0

CHANGE IN SLAB LEVELAT PARTY WALL BEAMS



www.insulslab.com


100

SLA

B35

0P

OD

75


SLAB LEVEL

INSULSLABPOD

100 MIN

INSULSLABPOD

100 MIN

AS

PLA

N


TEMP BARS FIXED INTO STAGE 1POUR AT 450crs TO PROVIDERESTRAINT TO FORMER. CUT DOWNTO FFL FOLLOWING CONSTRUCTION

TIMBER FORMER TIED TOREINFORCEMENT TO FORMSTEP IN SLAB TO REMAIN TRUEAND ALLIGNED AT ALL TIMES

CAST GARAGE FLOOR LEVELPRIOR TO MAIN HOUSE

PIL

ING

MA

T100 INSULSLABACD INSULATION

TYPICAL DETAIL AT CHANGE IN SLABLEVEL TO GARAGE - 150 STEP MAX

(SECTION 7)


P1225INS 12-0

TYPICAL CHANGE INSLAB LEVEL ADJACENT

GARAGE



www.insulslab.com



VARIES - SEE PLAN

225

PO

UR

1TO

SU

IT S

ITE

LE

VE

LSP

OU

R 2



250

TYPICAL EDGE DETAIL AT DEEPENED EDGE BEAMOPTION 1

INSULSLAB POD

100

225

MIN

TO E

DG

EB

EA

M



100

SLA

B35

0P

OD

150

100 INSULSLAB ACD INSULATION


1. INSTALL TEMPORARY FORMWORK2. BACKFILL WITH GEN0 LEAN MIX3. CAST POUR 1 IN SFRC4. CAST POUR 2 IN SFRC5. CAST MAIN SLAB IN SFRC

450d

p M

AIN

SLA

BP

OU

R 3

1

LEAN MIX CONCRETE TOFORM SHUTTER TOINSULATION/DOWNSTAND

2

3

4

5

CONST JOINT

CONST JOINT

30-50 COVER

WALL TIES AT 900crsHORIZONTAL AND 450crsVERTICAL (TYPE TBC BYPROJECT ENGINEER) TOBE SHOT FIRED WITHHILTI DS-27 OR FIXEDUSING HPS-1R 6/25x50HAMMER SCREWFIXINGS OR SIMILARAPPROVED TO SFRC.

TEMPORARY BLOCK TO TOP OFPOD TO ENSURE CORRECT COVER


TEMPORARY FORMWORK

CONSTJOINTS ASREQUIRED

250 MINIMUMEMBEDMENTOF H12 TIEBAR INTOEACH POUR

DETAIL BETWEEN POURS

DAYJOINT

ROUGH TAMPFINISH BETWEENPOURS


P1240INS 12-0

TYPICAL RAFT DETAILSAT UNDERBUILD



www.insulslab.com



VARIES - SEE PLAN

225

PO

UR

1TO

SU

IT S

ITE

LE

VE

LSP

OU

R 2


250


INSULSLAB POD

50

225

MIN

TO E

DG

EB

EA

M

75 MIN / 150 MAX SIDECOVER TO U BAR

100

SLA

B35

0P

OD

150


1. CAST POUR 1 IN SFRC2. BUILD BLOCKWORK OR SIMILAR SUIT POUR 2 HEIGHT AND INSTALLINSULATION3. BACKFILL WITH SUITABLE WELLCOMPACTED FILL4. CAST POUR 2 IN SFRC5. CAST MAIN SLAB IN SFRC

450d

p M

AIN

SLA

BP

OU

R 3

2

10N BLOCKWORK WITHMORTAR DESIGNATION(iii) TO PROVIDETEMPORARY SHUTTER

2

1

4

5

CONST JOINT

CONST JOINT


SUITABLE WELL COMPACTEDBACKFILL TO WORKING SPACE3

30-50 COVER


WALL TIESAS OPTION 1



DAYJOINT



P1241INS 12-0

TYPICAL RAFT DETAILSAT UNDERBUILD

OPTION 2



www.insulslab.com



VARIES - SEE PLAN

225

PO

UR

1TO

SU

IT S

ITE

LE

VE

LSP

OU

R 2



250


INSULSLAB POD

100

225

MIN

TO E

DG

EB

EA

M



100

SLA

B35

0P

OD

150

100 INSULSLAB ACD INSULATION


1. INSTALL TEMPORARY FORMWORK2. BACKFILL WITH GEN0 LEAN MIX3. CAST POUR 1 IN SFRC4. CAST POUR 2 IN SFRC5. CAST MAIN SLAB IN SFRC

450d

p M

AIN

SLA

BP

OU

R 3

1

LEAN MIX CONCRETE TOFORM SHUTTER TOINSULATION/DOWNSTAND

2

3

4

5

CONST JOINT

CONST JOINT

30-50 COVER

WALL TIES AT 900crsHORIZONTAL AND 450crsVERTICAL (TYPE TBC BYPROJECT ENGINEER) TOBE SHOT FIRED WITHHILTI DS-27 OR FIXEDUSING HPS-1R 6/25x50HAMMER SCREWFIXINGS OR SIMILARAPPROVED TO SFRC.



TEMPORARY FORMWORK

CONSTJOINTS ASREQUIRED



DAYJOINT



P1242INS 12-0

TYPICAL PILE DETAILSAT UNDERBUILD

OPTION 1



www.insulslab.com



VARIES - SEE PLAN

225

PO

UR

1TO

SU

IT S

ITE

LE

VE

LSP

OU

R 2


250


INSULSLAB POD

50

225

MIN

TO E

DG

EB

EA

M

75 MIN / 150 MAX SIDECOVER TO U BAR

100

SLA

B35

0P

OD

150


1. CAST POUR 1 IN SFRC2. BUILD BLOCKWORK OR SIMILAR TOSUIT POUR 2 HEIGHT AND INSTALLINSULATION3. BACKFILL WITH SUITABLE WELLCOMPACTED FILL4. CAST POUR 2 IN SFRC5. CAST MAIN SLAB IN SFRC

450d

p M

AIN

SLA

BP

OU

R 3

2

10N BLOCKWORK WITHMORTAR DESIGNATION(iii) TO PROVIDETEMPORARY SHUTTER

2

1

4

5

CONST JOINT

CONST JOINT


SUITABLE WELL COMPACTEDBACKFILL TO WORKING SPACE3

30-50 COVER


WALL TIESAS OPTION 1

RFP



DAYJOINT



P1243INS 12-0

TYPICAL PILE DETAILSAT UNDERBUILD

OPTION 2



www.insulslab.com


Slab Level

450

100

300

50

225

225

Typical Edge Detail Two Stage Pour

100

100 Insulslab ACDhorizontal insulation

Cellcore HX Bgrade 13/18 under

edge beams.Plasticity Depth

Low 85Medium 155

High 220

Plasticity DepthLow

MediumHigh

100100

Typical Internal Beam Detail

Slab Level

100 Insulslab ACDhorizontal insulation

250

Cellcore HX Bgrade 13/18 under

internal beams.Plasticity Depth

Low 85Medium 155

High 220

Cellcore HX Sgrade 13/18under slab.

90160225

TYPICAL DETAIL OFVOID FORMER UNDER

INSULSLAB PILEDFOUNDATION



P1244INS 12-0Insulslab Sales.

Tel: 0844 5766 726e-mail: [email protected]

www.insulslab.com


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