Construction Details · 2020. 8. 10. · V8/2311/PF/CD03 Construction Details . Airpacks Ltd, KORE...

V8/2311/PF/CD03

Construction Details

Airpacks Ltd, KORE System, Kilnaleck, Co. Cavan, Ireland.

T +353 49 4336998 F+353 49 4336823 E [email protected] W kore-system.com

Table of Contents

KORE Insulated Foundation System - Block External Leaf & Slab over Insulation

EPS 300 EPS 300

EPS 300

EPS 100

EPS 100

30-50MM T3 BLINDING ON MINIMUM 200MM T2PERMEABLE ON T1 STRUCTURAL IN ACCORDANCE WITH S.R 21:2014 + A1:2016AND ANNEX E FOR GRANULAR FILL

170MM KORE FILL DIAMONDBONDED BEAD INSULATIONTHERMAL CONDUCTIVITY 0.033W/MK

100MM STANDARDBLOCK OUTER LEAF

WALL TIES TO MANUFACTURERSSPECIFICATIONS AND DETAILS

RADON BARRIER BELOW FIRST LAYER OF INSULATION WITHRADON RESISTING SEALING TAPE TO AVOID RISINGMOISTURE LAPPING UP AND OVER PROFILE MINIMUM OF150MM FROM GROUND LEVEL

100MM STANDARD CONCRETE BLOCKINNER LEAF

15MM INTERNAL SAND CEMENT RENDER(INCLUDES AIRTIGHT PARGE COAT)

CONCRETE FLOOR SLAB TO ENGINEERSSPECIFICATIONS AND DETAILSPLINTH MINIMUM 150MM ABOVE

GROUND LEVEL

UPSTAND REMOVED AFTERCONCRETE HAS CURED

LAND DRAIN AROUND PERIMETER OF BUILDING OUTFALLING TOSTORMWATER SOAKWAY

RADON BARRIER/ DPM

RADON/DPM EXTENDS 1M FROMFACE OF EPS UPSTAND

25

0

1000

STEPPED DPC

FOOTPATH LEVEL

Drawn by Airpacks Ltd. t/a KORE

Disclaimer:

KORE Foundation - Block External leaf and slab over insulation

/ 03/02/2020

CWI_14A

INSULATION AND ENERGY SAVING SOLUTIONS

Rev:

Date:

Title:

Drawing Nº.:

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The information in this document is to the best of our knowledge, true and accurate.

However and recommendations or suggestions contained within are without

guarantee and as the conditions of use are beyond our control. Recommendations

for use should be verified for suitability and compliance with actual requirements

specifications and any applicabel laws and regulations. KORE technical literature

and our Agrement certificates are all available for download from our website

www.kore-system.com. Airpacks Ltd t/a KORE reserves the right to amend product

specifications without prior notice. Please check that the copy of this literature is

current by contacting the KORE marketing department.

www.kore-system.com

Kilnaleck, Co. Cavan, Ireland Phone: +353 49 4374000 Fax: +353 49 4336823

KORE Standard Details

1 : 10 @ A4Scale:

²²²

EPS 100

EPS 100

EPS 100

30

01

50

20

0

200 215

EPS 300

NOTE:THICKNESS OF EPS UPSTAND TO SUIT THICKNESS OFEXTERNAL INSULATION.

ADDITIONAL RADON/DPM LAID 1M FROM FACEOF EPS AND RETURNED UP FACE OF THECEMROCK TO FOOTPATH LEVEL.

EXTERNAL INSULATION

215MM MASONRY

RADON BARRIER

30-50MM T3 BLINDING ON MINIMUM 200MM T2PERMEABLE ON T1 STRUCTURAL IN ACCORDANCEWITH S.R 21:2014 + A1:2016 AND ANNEX EFOR GRANULAR FILL

KORE Insulated Foundation System - Solid Wall & External Wall Insulation

LAND DRAIN AROUND PERIMETER OF BUILDINGOUTFALLING TO STORMWATER SOAKWAY

CEM-ROCK EXTREME/CEMENTITIOUS BOARD ONVERTICAL FACE OF EPS300BONDED WITH PU FOAM)

25

0

CONCRETE FLOOR SLAB TO ENGINEERSSPECIFICATIONS AND DETAILS,REINFORCEMENTTO SUIT SPECIFIC LOADING

1000

STEPPED DPC

FOOTPATH LEVEL


Disclaimer:

/ 03/02/2020

EWI_89A


Rev:

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www.kore-system.com



1 : 10 @ A4Scale:

KORE Foundation with Solid Wall EWI

²²²

30

01

50

100 125 75

25

0

EPS 100

EPS 100

EPS 100

EPS 300

RADON BARRIER


REINFORCEMENT TO SUITSPECIFIC LOADING

NOTE:THICKNESS OF EPS UPSTAND TO SUIT THICKNESS OFEXTERNAL INSULATION.

NOTE:EPS GRADE, ALL REINFORCEMENT AND GROUNDBUILD-UP DETAILS AND SPECIFICATIONS TO SUIT SPECIFICSITE AND LOADING REQUIREMENTS

ICF WALL

KORE Insulated Foundation System - ICF Wall



CONCRETE FLOOR SLAB TOENGINEERS SPECIFICATIONSAND DETAILS

1000

STEPPED DPC

FOOTPATH LEVEL



Disclaimer:

KORE Foundation - ICF Wall

/ 03/02/2020

ICF_07A


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www.kore-system.com



1 : 10 @ A4Scale:

²²²

EPS 100

EPS 100

EPS 100

EPS 300

EPS 300

RADON BARRIER

WIDTH OF CONCRETE TO SUIT LOADS

INSULATION BETWEENSTUDS

TIMBER FRAME

UPSTAND REMOVED AFTERPOURING RINGBEAM

300MM LONG CUT-OUTS INBOTTOM OF EPS ATSPECIFIED INTERVALS

RINGBEAM FOR OUTERBLOCKWORK

MASONRY OUTER LEAF


KORE Insulated Foundation System - Twin Framed Timber Frame Wall


25

0


1000

STEPPED DPC

FOOTPATH LEVEL


Disclaimer:

KORE Foundation - Twin Framed Timber Wall

/ 03/02/2020

TF_06A


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www.kore-system.com



1 : 10 @ A4Scale:

²²²

EPS 100

EPS 100

EPS 100EPS 300

EPS 300

EPS 300

UPSTAND REMOVED AFTERPOURING RINGBEAM

300MM LONG CUT-OUTS INBOTTOM OF EPS AT 1.2M C/C

2No. H12 BARS(1T,1B)

140MM TIMBER FRAME

EXTERNAL MASONRY

VENTILATED CAVITY BETWEENTIMBER FRAME ANDEXTERNAL FINISH


DPC TO OVERLAP AIRTIGHTMEMBRANE BY 100MM

NOTE:EPS PROFILE/GRADE, REINFORCEMENTAND FILL MATERIAL SPECIFICATION TOSUIT SPECIFIC LOAD/CONDITIONSINVOLVED

RADON BARRIER



KORE Insulated Foundation System -Timber Frame Wall & Masonry Outer Leaf250



1000

FOOTPATH LEVEL

ANCHORING DETAIL TODESIGNER SPECIFICATION


Disclaimer:

KORE Foundation - Timber frame wall and Masonry Outer leaf

/ 03/02/2020

TF_10A


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www.kore-system.com



1 : 10 @ A4Scale:

²²²


MIN 25MM VENTILATIONGAP TO BE MAINTAINED

140MM TIMBER FRAME

EXTERNAL FINISH


RADON BARRIER/ DPM


NOTE:ALL REINFORCEMENT AND FILL MATERIAL DEPTHS UNDERFOUNDATION ARE INDICATIVE ONLY, SPECIFIC DETAILSDESIGNED ON A CASE BY CASE BASIS

EPS 100

EPS 100

EPS 100EPS 300

KORE Insulated Foundation System -Timber Frame Wall & Cladding Outer Leaf



25

0


1000

FOOTPATH LEVEL


ANCHORING DETAIL TODESIGNER SPECIFICATION


Disclaimer:

KORE Foundation - Timber Frame with Cladding Outer Leaf

/ 03/02/2020

TF_46A


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www.kore-system.com



1 : 10 @ A4Scale:

45

0

EPS 100

EPS 100

25

0

EPS 100

EPS 300

15

01

00

10

01

00

EPS 300

HEAVILY LOADEDINTERNAL WALL

WIDTH OF THICKENINGDESIGNED TO SUIT LOADING

RADON BARRIER

30-50MM T3 BLINDING ONMINIMUM 200MM T2PERMEABLE ON T1 STRUCTURAL IN ACCORDANCE WITH S.R21:2014 + A1:2016 ANDANNEX E FOR GRANULAR FILL

KORE Insulated Foundation System - Internal Loadbearing Wall

EPS 100

EPS 100

EPS 100


Disclaimer:

KORE Foundation - Internal Loadbearing Wall

/ 03/02/2020

GEN_01A


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www.kore-system.com



1 : 10 @ A4Scale:

Psi Value based on 650mm of concrete thickening

width and 250mm depth of underlying concrete.

Note : Psi value will vary depending on project design

EPS 100

EPS 100

45

0

25

0

EPS 100

15

01

00

10

01

00

RADON BARRIER

LIGHTLY LOADEDINTERNAL WALL

WIDTH OF THICKENINGDESIGNED TO SUIT LOADING

30-50MM T3 BLINDING ONMINIMUM 200MM T2PERMEABLE ON T1 STRUCTURAL IN ACCORDANCE WITH S.R21:2014 + A1:2016 ANDANNEX E FOR GRANULAR FILL

KORE Insulated Foundation System - Internal Non-Loadbearing Wall

EPS 100


Disclaimer:

KORE Foundation - Internal Non-Loadbearing Wall

/ 03/02/2020

GEN_02A


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1 : 10 @ A4Scale:




KORE Insulated Foundation System - Timber Frame Separating Wall Foundation Detail

EPS 100

EPS 100

EPS 100

EPS 300

15

01

00

10

01

00

EPS 300

RADON BARRIER

SELECTED TIMBER FRAMECONSTRUCTION SYSTEM

DRAINAGE CHANNEL TO BE CAST BETWEENDWELLINGS AS SHOWN IN I.S. 440

30-50mm T3 BLINDING ONMINIMUM 200mm T2PERMEABLE ON T1 STRUCTURALIN ACCORDANCE WITH S.R.21:2014 + A1:2016 AND ANNEXE FOR GRANULAR FILL

WIDTH OF THICKENING DESIGNED BY SUITABLE

STRUCTURAL ENGINEER TO SUIT LOADINGS

REINFORCING STEEL TO STRUCTURALENGINEER'S DETAIL


Disclaimer:

KORE Foundation - Timber Frame Separating wall

/ 03/02/2020

SD 001A


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1 : 10 @ A4Scale:






KORE Insulated Foundation System - Light Gauge Steel Frame Separating Wall Foundation Detail

EPS 100

EPS 100

EPS 100

EPS 300

15

01

00

10

01

00

EPS 300

RADON BARRIER

SELECTED LIGHT GAUGE STEEL FRAMECONSTRUCTION SYSTEM FIXED TOSTRUCTURAL ENGINEER'S DETAIL



DRAINAGE CHANNEL TO BE CAST BETWEENDWELLINGS AS SHOWN IN I.S. 440


Disclaimer:

KORE Foundation - LGS Separating Party Wall

EF01/05/2019

SD 002E


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www.kore-system.com



1 : 10 @ A4Scale:



KORE Insulated Foundation System - Solid Concrete Block Separating Wall Foundation Detail

EPS 100

EPS 100

EPS 100

EPS 300

15

01

00

10

01

00

EPS 300

RADON BARRIER

SELECTED CONCRETE BLOCK WALL TOSTRUCTURAL ENGINEER'S DETAIL(ACOUSTIC REQUIREMENTS BY OTHERS)

REINFORCING STEEL TOSTRUCTURAL ENGINEER'S DETAIL

DPC



Disclaimer:

KORE Foundation -Masonry Separating Wall

/ 03/02/2020

SD 003A


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www.kore-system.com



1 : 10 @ A4Scale:

Psi Value based on 800mm width of

underlying concrete thickening.

Note :Width of thickening and Psi value will

vary depending on project design



KORE Insulated Foundation System - Cavity Block Wall Separating Wall Foundation Detail

EPS 100

EPS 100

EPS 100

EPS 300

15

01

00

10

01

00

EPS 300

RADON BARRIER

SELECTED CONCRETE BLOCK CAVITYWALL TO STRUCTURAL ENGINEER'S DETAIL


DPC


DRAINAGE CHANNEL TO BE CAST BETWEENDWELLINGS AS REQUIRED


Disclaimer:

KORE Foundation - Concrete Block Separating Party Wall

EF01/05/2019

SD 004E


Rev:

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www.kore-system.com



1 : 10 @ A4Scale:

EPS 300

EPS 300

EPS 100

EPS 100

EPS 100

SELECTED FULLHEIGHT WINDOW


EPS 300

10

01

00

10

01

50

WIDTH OF THICKENING DESIGNED BY

SUITABLE STRUCTURAL ENGINEER

TO SUIT LOADINGS

KORE Insulated Foundation System - Full Height Glazing Detail


RADON TO EXTEND 1m BEYONDEDGE OF FOUNDATION

300mm LONG CUT-OUTS IN BOTTOM OF EPS(SPACING OF CUT OUTS WILL DEPEND ON

STRUCTURAL ENGINEERS DESIGN AND DRAWINGS)


BLOCK POSITIONED AS ITWOULD BE IN TIMBER

FRAME CONSTRUCTION

15

0

LAND DRAIN AROUNDPERIMETER OF BUILDING

OUTFALLING TO STORMWATERSOAKAWAY (NOT TO BE

DISCHARGED TO COUNCILSURFACE WATER OR MAIN

SEWER SYSTEM)

2No. 65mm HIGHSOAP BLOCKS


RADON BARRIER

The support for the door orfull height glazing threshold need to bechecked subject to the final door orglazing weight and setting out.


Disclaimer:

KORE Foundation - Full Height Glazing on Foundation System

AON 01/05/2019

SD 005E


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www.kore-system.com



1 : 10 @ A4Scale:

AutoCAD SHX Text

Note: The support for the door or

EPS 300 EPS 300

EPS 300

EPS 100

EPS 100

EPS 100

WALL CHASED TO ALLOW ESBDUCTWORK TO ROUTE TO ESB

METER BOX



10

01

00

10

01

50



TO SUIT LOADINGS

KORE Insulated Foundation System - ESB Duct Penetration of Foundation System


RADON BARRIER TO BE PENETRATED WITH ESBDUCT. RADON BARRIER TO BE SEAL TO DUCT IN

ACCORDANCE WITH RADON BARRIERMANUFACTURERS INSTRUCTIONS

BLOCK ON EDGE WITHCEMENT RENDER FINISH

ESB DUCT THROUGHFOUNDATION SYSTEM


LAND DRAIN AROUNDPERIMETER OF BUILDING

OUTFALLING TO STORMWATERSOAKAWAY (NOT TO BE

DISCHARGED TO COUNCILSURFACE WATER OR MAIN

SEWER SYSTEM)

30-50mm T3 BLINDING ONMINIMUM 200mm T2PERMEABLE ON T1STRUCTURAL INACCORDANCE WITH S.R.21:2014 + A1:2016 ANDANNEX E FOR GRANULAR FILL



NOTE:CARE TO BE TAKEN WHENCUTTING/TRIMMING EPSINSULATION TO FORM SERVICEPENETRATIONS TO ENSUREMINIMIZATION OF GAPS. PLEASEUSE SUITABLE TOOLS

RADON BARRIER


Disclaimer:

KORE Foundation - ESB DUCT PENETRATION

AON 01/05/2019

SD 006E


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www.kore-system.com



1 : 10 @ A4Scale:

EPS 300 EPS 300

EPS 300

EPS 100

EPS 100

EPS 100

BLOCK ON EDGE WITH

CEMENT RENDER FINISH



10

01

00

10

01

50



TO SUIT LOADINGS

KORE Insulated Foundation System - Service Penetration to Floor Slab

REINFORCING STEELTO STRUCTURALENGINEER'S DETAIL


SERVICE CONDUIT TO

DWELLING HOUSE (e.g.

KITCHEN ISLAND)


RADON BARRIER TO BE PENETRATED WITHSERVICE DUCT. RADON BARRIER TO BE SEALEDTO DUCT IN ACCORDANCE WITH RADONBARRIER MANUFACTURERS INSTRUCTIONS

SERVICE DUCTTHROUGH

FOUNDATIONSYSTEM

SERVICE PIPE SLEEVEDTHROUGH CONCRETE SLAB


LAND DRAIN AROUND PERIMETEROF BUILDING OUTFALLING TO

STORMWATER SOAKAWAY (NOTTO BE DISCHARGED TO COUNCIL

SURFACE WATER OR MAINSEWER SYSTEM)




NOTE:CARE MUST BE TAKEN WHENCUTTING/TRIMMING EPSINSULATION TO FORM SERVICEPENETRATIONS TO ENSUREMINIMISATION OF GAPS. PLEASEUSE SUITABLE TOOLS

RADON BARRIER


Disclaimer:

KORE Foundation - Service Penetration to Floor Slab

AON 01/05/2019

SD 007E


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www.kore-system.com



1 : 10 @ A4Scale:

EPS 300 EPS 300

EPS 300

EPS 100

EPS 100

EPS 100

BLOCK ON EDGE WITH




10

01

00

10

01

50

KORE Insulated Foundation System - Waste Pipe Detail




WASTE PIPETHROUGH

FOUNDATIONSYSTEM

WASTE PIPE TO DWELLING

HOUSE (e.g. Toilet Waste)

RADON BARRIER TO BE PENETRATED WITHSERVICE DUCT. RADON BARRIER TO BE SEALEDTO DUCT IN ACCORDANCE WITH RADONBARRIER MANUFACTURERS INSTRUCTIONS

SERVICE PIPE SLEEVEDTHROUGH CONCRETE SLAB









TO SUIT LOADINGS


RADON BARRIER


Disclaimer:

KORE Foundation - Waste Pipe Through Foundation System

AON 01/05/2019

SD 008E


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www.kore-system.com



1 : 10 @ A4Scale:

EPS 300 EPS 300

EPS 300

EPS 100

EPS 100

EPS 100

BLOCK ON EDGE WITH




10

01

00

10

01

50




KORE Insulated Foundation System - Oil Pipe Service Penetration (Internal Oil Boiler)







20

0

UNDERGROUND

PLASTIC COATED

COPPER OIL FEED

PIPE (MINIMUM

200mm BELOW

LOWEST POINT IN

EPS)

30mm COMPACTED

SAND SURROUNDING

OIL FEED PIPE

SLEEVE PIPE ENCASING

OIL FEED PIPE TO

CONTAIN ANY LEAKS

SLEEVE PIPE ENCASING OIL FEED

PIPE TO CONTAIN ANY LEAKS

UNDERGROUND PLASTIC COATED

COPPER OIL FEED PIPE (MINIMUM

200mm BELOW LOWEST POINT IN EPS)


RADON BARRIER


Disclaimer:

KORE Foundation - Oil Pipe Service Penetration

AON 01/05/2019

SD 009E


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1 : 10 @ A4Scale:

NOTE:

METER BOX DETAILING

TO BE AGREED WITH

GAS SERVICE SUPPLIER

PRIOR TO PANEL

MANUFACTURE

EPS 300 EPS 300

EPS 300

EPS 100

EPS 100

EPS 100

GAS METER BOX

BOARDING TO TIMBER FRAMEMANUFACTURERS SPECIFICATIONS

10

01

00

10

01

50


GAS SERVICE PIPE FROMPROVIDER

GAS INLET TO HOUSE


KORE Insulated Foundation System - GAS Pipe Penetration Through Foundation System


GAS PIPE THROUGHFOUNDATION SYSTEM TO

BE SLEEVED

GAS PIPE PROTECTED FROM CORROSION WITHPVC COATING OR WRAP AT 25MM MIN DEPTH


CAVITY CLOSERS TO TIMBER FRAMEMANUFACTURERS SPECIFICATIONS

DETAILING TO TO TIMBER FRAMEMANUFACTURERS SPECIFICATIONS

IN ACCORDANCE WITH I.S. 440

PIPE PENETRATION DETAILS TORADON INSTALLERS DETAILS

20

0









TO SUIT LOADINGS


RADON BARRIER TO BE PENETRATED WITH GASPIPE. RADON BARRIER TO BE SEAL TO DUCT IN

ACCORDANCE WITH RADON BARRIERMANUFACTURERS INSTRUCTIONS

RADON BARRIER


Disclaimer:

KORE Foundation - GAS Pipe Penetration of Foundation

AON 01/05/2019

SD 010E


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www.kore-system.com



1 : 10 @ A4Scale:

EPS 300

EPS 300

EPS 100

EPS 100

EPS 100

CORNER POST WITH RECESSEDBASE PLATE (IF REQUIRED)

RADON BARRIER

10

01

00

10

01

50



TO SUIT LOADINGS

KORE Insulated Foundation System - Corner Post with Recessed Base Plate (If Required)

REINFORCING STEEL TOSTRUCTURAL ENGINEER'S DETAILREINFORCING STEEL TO

STRUCTURAL ENGINEER'S DETAIL







STRUCTURAL ENGINEERS DESIGN AND DRAWINGS) 15

0

BLOCK POSITIONED AS ITWOULD BE IN TIMBER

FRAME CONSTRUCTION

2No. 65mm HIGHSOAP BLOCKS

COMPACFOAM REQUIRED BELOW HIGHPOINT LOADS AS PER STRUCTURALENGINEERS DESIGN AND DRAWINGS

REINFORCED PAD FOUNDATION TOSTRUCTURAL DESIGN AND DRAWINGS


Disclaimer:

KORE Foundation - Corner Post Detail

AON 01/05/2019

SD 011E


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1 : 10 @ A4Scale:

EPS 100

EPS 100

EPS 100EPS 300

EPS 300

EPS 300

300MM LONG CUT-OUTS INBOTTOM OF EPS AT 1.2M C/C

2No. H12 BARS(1T,1B)

LINEAR DRAIN

WINDOW/DOOR



NOTE:EPS PROFILE/GRADE, REINFORCEMENTAND FILL MATERIAL SPECIFICATION TOSUIT SPECIFIC LOAD/CONDITIONSINVOLVED

RADON BARRIER



KORE Insulated Foundation System - Threshold Detail

25

0



1000

RAMP

CONCRETE TO SUPPORTWINDOW/DOOR


Disclaimer:

KORE Foundation -Threshold Detail

/ 03/02/2020

SD 014A


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1 : 10 @ A4Scale:

AutoCAD SHX Text

Elemental U -ValueU -ValueF-Value

AutoCAD SHX Text

Psi Value

AutoCAD SHX Text

fRsi ValuefRsi Value

AutoCAD SHX Text

0.088 W/mK

AutoCAD SHX Text

0.93 0.93

AutoCAD SHX Text

Modelling U -ValueModelling U -ValueF-Value

AutoCAD SHX Text

N/A

AutoCAD SHX Text

0.094 W/m²KK

AutoCAD SHX Text

Modelling Uw-ValueModelling Uw-Value-Value

AutoCAD SHX Text

0.18 W/m²KK

AutoCAD SHX Text

Elemental Uw-ValueElemental Uw-Value-Value

AutoCAD SHX Text

0.18 W/m²KK

Construction Details · 2020. 8. 10. · V8/2311/PF/CD03 Construction Details . Airpacks Ltd, KORE...

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Transcript of Construction Details · 2020. 8. 10. · V8/2311/PF/CD03 Construction Details . Airpacks Ltd, KORE...