jack_lambourne - portfolio

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN

CHECKED

STATUS FOR REVIEW

DRAWING

CHECKER

CAD FILE

CAD REF

BLOCK DRAWING NUMBER ZONE REVISION

NOTE

ALL DIMENSIONS TO BE CHECKED ON SITENO DIMENSIONS TO BE SCALED FROM THIS DRAWINGTHIS DRAWING IS TO BE READ IN CONJUNCTION WITHRELEVANT CONSULTANTS DRAWINGS

REV DATE DESCRIPTION CHKD DRN

COPYRIGHT (C)

Jack Lambourne

27/0

4/2

015 2

1:0

9:2

1

27/04/2015 21:09:21

Final Presentation

05

Author

313

B2 - Market Place &Offices

D.I.T

Design

N

NOTES

Exterior Wall Construction:

3mm Aluminium Rainscreen fixed via Steel Supports to EngineersSpecsto 150mm PIR Insulation to NBS Spec. J21with Breather Membrane fixed and taped to NBS Spec. M50with Waterproofing Membrane taped and fixed to Warm Side ofInsulationon 200mm Cast in situ Concrete Inner leaf shear wall

Ground Floor Construction:

25mm Solid Stone finish to NBS Spec. M40on 30mm Stone Mortar to NBS Spec. Z21on 75mm Screed to NBS Spec. Q23on 200mm PIR Insulation to NBS Spec. J21on 200mm Cast In situ Concrete Slab to NBS Spec. E10

Upper Floor Construction:

700 x 640mm Cast In situ Concrete Beam to NBS Spec. E05supporting 225mm Hollowcore Slab to NBS Spec. E60with 75mm Screed Cast on top to NBS Spec. Q23with 195mm Raised Access Pedestalswith 20mm Raised Access Panel Finish to NBS Spec. M50

Balcony Floor Construction:

35mm Sandstone Ash Paving Slab (500 x 500mm) to NBS Spec.Q10on 30mm Layer of Stone Mortar to NBS Spec. Z21on 75mm Screed Layed to a fall of 1:100 to NBS Spec. Q23on 150mm PIR Insulation (0.023) to NBS Spec. J21on 225mm Casr in Situ Concrete Balcony slab to NBS Spec. E10Aco Drainage System in Balcony which Drains into Wall Cavity

Glazing System:

Double Glazed Thermally Broken Glazing System fixed withManufacturers Specs.on Aluminium Cover Flashing to NBS Spec. H71on Vapour Control Layer Taped and sealed at Glazing Frameon 50mm PIR Insulation (0.023) to NBS Spec. J21on 250 x 150mm Aerated Concrete Block to NBS Spec. E60on Isokorb System preventing Cold Bridging

Balcony View 1 Balcony View 2 Roof Terrace

B2 - Market & Offices Building

Wall Construction

102.5mm Outer Leaf Brick Rainscreen with100mm Cavity with Stainless Steel Cavity tray to aid with both structureand drainage with50mm PIR Rigid Insulation in cavity fixed to OSB withStainless steel wall ties every 600 c/c fixed to12mm OSB with Breather membrane fixed to100mm of Quilted Insulation (Rockwool) which has aVapour Control Layer keeping out moisture which is fixed behind20mm Gypsum Plasterboard.

200

410

325

120

102

50

100

43

75

50

Roof Construction400mm Concrete Slates on Roof fixed every 325mm C/C onto50 x 35mm Timber Battens which are fixed onto35mm OSB for addtional structural support with aBreather membrane laid with appropriate tapes and seals to control roofmoisture installed with a timber tilting fillet fixed onto50 x 50mm Timber Battens which are fixed onto a 200mm C16 TimberRafter.

50

100 x 50mm Timber Battensfixed to underside of 200mmC16Timber Rafter

150mm EPS Rigid Insulation installed below C16 Timberrafter to maintain thermal continuity

Insulated Cavity Closer fixed above Brickwork and cavity insulation

200mm C16 Timber Rafter

100mm EPS Insulation installed inbetweentimber rafters withadditional 50mm EPS Insulation installedabove rafter

16mm SW Soffit Board fixed to18mm SW Fascia Board which is then fixed toa timber tilting fillet

100 x 50mm Timber Battens every 600 c/c

120mm PVC Gutter Piece fixed to18mm SW Fascia Board withaluminium flashing laid into Gutter withEaves ventilater fixed onto the top of the fascia pieceAllowing ventilation under the slates

Jack Lambourne

C12700655

Building Performance Assignment

Detail C

03 1 : 5Detail C

Key Section

Wall ConstructionVentilated Facade System with 18mm Cedar RotatingPanels fixed toa continuous breather membrane/wind barrier to maintain airtightness which is fixed to12mm OSB on the outer leaf with100mm EPS Rigid Insulation (0.023) with an additional70mm EPS Rigid Insulation supported by 70 x 35mm TimberBattens every 400 c/c fixed to18mm OSB fixed to a vapour control layer which maintainsairtightness. This is fixed to a25mm Service Cavity with 25 x 25mm Timber Battens with a20mm Gypsum Plasterboard Finish

25

208

Roof Construction400mm Concrete Slates on Roof fixedevery 325mm C/C onto50 x 35mm Timber Battens which are fixedonto35mm OSB for addtional structural supportwith aBreather membrane laid with appropriatetapes and seals to control roof moistureinstalled on200mm EPS Rigid Insulation supported by200mm x 50mm Timber Engineered Joistsfixed ontoA Vapour Control membrane whichmaintains air tightness stuck to two Layersof 12.5mm Gypsum Plaster

Flat Roof ConstructionBitumen Roofing Felt torched on as a finish and lapped up 150mm over upstand piece onBreather Membrane which is laid and sealed with appropriate agents on150mm PIR Rigid insulation which combines with wall insulation to keep thermal envelope which is laid ontoA vapour control layered membrane wrapped around onto the wall onto20mm OSB fixed onto175 x 45mm C16 Timber battens on20mm Gypsum Plasterboard

200mm x 22.5mm RSJ sized to engineers specs.supporting load of ventilated facade and timber flat rooffixed to 100 x 35mm Timber Batten all supported on a200 x 200mm Steel Column to engineers specs.

1517

520

149

10569

206

The bottom connection of the ventilated facade allows airflow through facade

Jack Lambourne

C12700655

Building Performance Assignment

Detail E

05 1 : 5Detail E

Key Section

6 7

Interior Exterior

700 x 640mm Cast In situ ConcreteBeam to NBS Spec. E05supporting 225mm Hollowcore Slabto NBS Spec. E60with 75mm Screed Cast on top toNBS Spec. Q23with 195mm Raised AccessPedestalswith 20mm Raised Access PanelFinish to NBS Spec. M50

35mm Sandstone Ash Paving Slab (500 x 500mm) to NBSSpec. Q10on 30mm Layer of Stone Mortar to NBS Spec. Z21on 75mm Screed Layed to a fall of 1:100 to NBS Spec. Q23on 150mm PIR Insulation (0.023) to NBS Spec. J21on 225mm Casr in Situ Concrete Balcony slab to NBS Spec.E10Aco Drainage System in Balcony which Drains into WallCavityU-Value: 0.124 W/m2K

Double Glazed Thermally Broken Glazing System fixed withManufacturers Specs. (U-Value: 1.35 W/m2K)on Aluminium Cover Flashing to NBS Spec. H71on Vapour Control Layer Taped and sealed at Glazing Frameon 50mm PIR Insulation (0.023) to NBS Spec. J21on 250 x 150mm Aerated Concrete Block to NBS Spec. E60on Isokorb System preventing Cold Bridging

Double Glazed Thermally Broken Glazing System fixedwith Manufacturers Specs.(U-Value: 1.35 W/m2K)on Vapour Control Layer taped and wrapped to NBSSpec. J40on Two Thermal Blocks to NBS Spec. E60on Cast concrete to NBS Spec. E10with 100mm PIR Insulation (0.023) screwed through toconcrete, refer to engineers specswith Breather membrane layer to NBS Spec. J40with Rigid Cement Materialwith Glass Spandrel Panel Finish to ManufacturersSpecs.U-Value: 0.177 W/m2K

Double Glazed Thermally Broken GlazingSystem fixed with Manufacturers Specs.(U-Value: 1.35 W/m2K)on Aluminium Cover Flashing to NBS Spec.H71on Vapour Control Layer Taped and sealed atGlazing Frameon 50mm PIR Insulation (0.023) to NBS Spec.J21on 250 x 150mm Aerated Concrete Block toNBS Spec. E60on Isokorb System preventing Cold Bridging

200mm Cast In situ Concrete ParapetPiece to NBS E10with Rubber Gasket Frame to NBSM50with 20mm Glass Parapet Finish toManufacturers Specsfixed via engineers specs

35mm Precast Parapet Capping Piece toNBS Spec. F31with Specialised Gasket Piece fixed to thetop of the glass parapet.Finished with Aluminium Flashing PieceFixed via Engineers Specs

700 x 640mm Cast In situ Concrete Beam to NBSSpec. E05supporting 225mm Hollowcore Slab to NBS Spec.E60with 75mm Screed Cast on top to NBS Spec. Q23with 195mm Raised Access Pedestalswith 20mm Raised Access Panel Finish to NBSSpec. M50

3mm Aluminium Rainscreen fixed via Steel Supports toEngineers Specsto 100mm PIR Insulation to NBS Spec. J21with Breather Membrane fixed and taped to NBS Spec.M50with Waterproofing Membrane taped and fixed to WarmSide of InsulationU-Value: 0.19 W/m2K

Aluminium Sill Profile fixed back to Castin Situ Parapet Piecewith Special Mastic to SeparateMaterials3mm Aluminium Rainscreen fixed viaSteel Supports to Engineers Specsto 150mm PIR Insulation to NBS Spec.J21with Breather Membrane fixed andtaped to NBS Spec. M50with Waterproofing Membrane tapedand fixed to Warm Side of InsulationU-Value: 0.129 W/m2K

200mm Cast In situ ConcreteParapet Piece to NBS E10with Rubber Gasket Frame to NBSM50with 20mm Glass Parapet Finish toManufacturers Specsfixed via engineers specs

400 x 400mm Cast In situ ConcreteColumn designedto Engineers Specs

Aluminium Sill Profile fixed backto Cast in Situ Parapet Piecewith Special Mastic to SeparateMaterials3mm Aluminium Rainscreenfixed via Steel Supports toEngineers Specsto 150mm PIR Insulation to NBSSpec. J21with Breather Membrane fixedand taped to NBS Spec. M50with Waterproofing Membranetaped and fixed to Warm Side ofInsulationU-Value: 0.129 W/m2K

First FFL

9.365

Second FFL

13.325

Third FFL

17.285

3960

3960

2745

1215

2745

6513

30003

Double Glazed Thermally BrokenGlazing System fixed withManufacturers Specs.(U-Value: 1.35W/m2K)with Glass Spandrel Panel Finish toManufacturers Specs.

First FFL

9.365

Second FFL

13.325

Third FFL

17.285

1000

1000

1000

3

6

7

400 X 400mm Cast InSitu Concrete Columnwrapped in Insulationto NBS Spec. J21to avoid ThermalBridge

35mm Sandstone Ash Paving Slab (500 x 500mm) toNBS Spec. Q10on 30mm Layer of Stone Mortar to NBS Spec. Z21on 75mm Screed Layed to a fall of 1:100 to NBSSpec. Q23on 150mm PIR Insulation (0.023) to NBS Spec. J21on 225mm Casr in Situ Concrete Balcony slab toNBS Spec. E10Aco Drainage System in Balcony which Drains intoWall CavityU-Value: 0.124 W/m2K

200mm Cast In situ Concrete Parapet Piece to NBS E10with Rubber Gasket Frame to NBS M50with 20mm Glass Parapet Finish to Manufacturers Specsfixed via engineers specs


Exterior

Interior

500

500

3000

50

956 151

400 X 400mm Cast InSitu Concrete Columnwrapped in Insulationto NBS Spec. J21to avoid ThermalBridge

35mm Sandstone Ash Paving Slab (500 x 500mm) toNBS Spec. Q10on 30mm Layer of Stone Mortar to NBS Spec. Z21on 75mm Screed Layed to a fall of 1:100 to NBS Spec.Q23on 150mm PIR Insulation (0.023) to NBS Spec. J21on 225mm Casr in Situ Concrete Balcony slab to NBSSpec. E10Aco Drainage System in Balcony which Drains into WallCavityU-Value: 0.124 W/m2K

200mm Cast In situConcrete Parapet Piece toNBS E10with Rubber Gasket Frameto NBS M50with 20mm Glass ParapetFinish to ManufacturersSpecsfixed via engineers specs


Aluminium Sill Profile fixed backto Cast in Situ Parapet Piecewith Special Mastic to SeparateMaterials3mm Aluminium Rainscreenfixed via Steel Supports toEngineers Specsto 150mm PIR Insulation to NBSSpec. J21with Breather Membrane fixedand taped to NBS Spec. M50with Waterproofing Membranetaped and fixed to Warm Side ofInsulationU-Value: 0.129 W/m2K

Double Glazed Thermally Broken Glazing System fixed withManufacturers Specs.(U-Value: 1.35 W/m2K)on Aluminium Cover Flashing to NBS Spec. H71on Vapour Control Layer Taped and sealed at Glazing Frameon 50mm PIR Insulation (0.023) to NBS Spec. J21on 250 x 150mm Aerated Concrete Block to NBS Spec. E60on Isokorb System preventing Cold Bridging

CLI

EN

T

PR

OJE

CT

JOB

NU

MBE

R

DA

TE

SC

ALE

DR

AWN

CH

ECK

ED

STA

TUS

FOR

RE

VIE

W

DR

AWIN

G

CH

ECK

ER

CA

D F

ILE

CA

D R

EF

BLO

CK

DR

AW

ING

NU

MBE

RZO

NE

REV

ISIO

N

NO

TE

ALL

DIM

EN

SIO

NS

TO B

E C

HE

CK

ED O

N S

ITE

NO

DIM

EN

SIO

NS

TO B

E S

CAL

ED

FR

OM

TH

IS D

RA

WIN

GTH

IS D

RAW

ING

IS T

O B

E R

EAD

IN C

ON

JUN

CTI

ON

WIT

HR

ELE

VAN

T C

ON

S ULT

AN

TS D

RA

WIN

GS

RE

VD

ATE

DE

SCR

IPTI

ON

CH

KDD

RN

CO

PYR

IGH

T (C

)

Jack

Lam

bou r

ne

27/04/2015 23:35:37

27/0

4/20

15 2

3:35

:37

1 :

20

Sect

ion

CC/E

lev a

tion/

Plan

05

Jack

Lam

bour

ne

334

B2 -

Mar

ket P

lace

& O

ffice

s

D.I.

T

Desi

gn

1 : 20Section CC

1 : 20Part Elevation

1 : 2002 First FFL Part Plan3D

Key Plan NTSKey Section NTS

N

7

200mm Cast In situ Concrete Parapet Piece to NBS E10with Rubber Gasket Frame to NBS M50with 20mm Glass Parapet Finish to Manufacturers Specsfixed via engineers specs

35mm Precast Parapet Capping Piece to NBS Spec. F31with Specialised Gasket Piece fixed to the top of the glassparapet.Finished with Aluminium Flashing Piece Fixed via EngineersSpecs

Aluminium Sill Profile fixed back to Cast in Situ ParapetPiecewith Special Mastic to Separate Materials3mm Aluminium Rainscreen fixed via Steel Supports toEngineers Specsto 150mm PIR Insulation to NBS Spec. J21with Breather Membrane fixed and taped to NBS Spec. M50with Waterproofing Membrane taped and fixed to WarmSide of InsulationU-Value: 0.129 W/m2K

35mm Sandstone Ash Paving Slab (500 x 500mm) to NBS Spec.Q10on 30mm Layer of Stone Mortar to NBS Spec. Z21on 75mm Screed Layed to a fall of 1:100 to NBS Spec. Q23on 150mm PIR Insulation (0.023) to NBS Spec. J21on 225mm Casr in Situ Concrete Balcony slab to NBS Spec.E10Aco Drainage System in Balcony which Drains into Wall CavityU-Value: 0.124 W/m2K

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN

CHECKED

STATUS FOR REVIEW

DRAWING

CHECKER

CAD FILE

CAD REF


NOTE



COPYRIGHT (C)

Jack Lambourne

27/0

4/2

015 2

1:1

4:1

3

27/04/2015 21:14:13

1 : 5

ParapetDetail

05

Jack Lambourne

336


D.I.T

Design

Parapet 3D

1 : 5

Parapet Detail

Parapet 3D Step 1 Parapet 3D Step 2



Parapet Key 3D

Step 1700 x 640mm Cast In situ Concrete Beam cast along with 225mm Cast in SituBalcony slab via steel rebarand thermal block placed on top of balcony slab.

Step 2200mm ConcreteParapet Piece castinto balcony slab ontop of thermal block.150mm PIRInsulation installedon top of balconyslab and fixed.

Step 375mm Screed poured to a fall of 1 100 with 30mmof stone mortar spread on top of screed. Leadflashing is then torched on the interior side of theparapet piece.150mm PIR Insulation is then fixed onto balconyslab and beam on the exterior.

Step 435mm Stone paving is then layed on top ofstone mortar which is 500 x 500mm. AluminiumSteel supports are then fixed via self drillingscrews, see enginners specs.

Step 53mm Aluminium Rainscreen installed onto steelsupports 500mm wide with 20mm gap for ventilation.Aluminium sill profile then installed via engineersspecs.

Step 635mm Precast concrete parapetcapping piece fixed onto top of glassand parapet piece with masticinbetween. Aluminium flashing piecescrews onto capping piece.Parapet glass piece then installed withsteel frame and mastic. 20mm Glassfixed via bolts by engineers specs.

Key Section

Material

Description

Shape/Size

Density

Weight

Strength

UV

Performance

Fire Rating

Thermal

Conductivity

R - Value

Permeablilty

Acoustic

Performance

Water Absorption

PIR Insulation Stone Paving Stone Mortar Screed Balcony Slab Glazing Thermal Block Concrete Beam Lead Flashing PVC-u Pipe Vapour Barrier Aluminium Rainscreen Breather Membrane Aluminium Flashing Aluminium Supports Parapet Glazing

Thermal Layer

2400 x 1200mm

30-60 kg/m3

N/A

Poor

UV can damage material

Class 1

0.023 w/mk

5.71

High Vapour Resistance

Low Moisture Absorption

Good

Finish Material

500 x 500mm

2,400Kg/m

N/A

Good

UV cannot damagematerial

Poor

1.7 w/mk

0.08

Low Vapour Resistance

High Moisture Absorption

Poor

Used as substrate

30mm Thick

1,620Kg/m

2.162 gram per (cubic cm)

Fair


Poor

1.73 w/mk

0.20



Poor

Used as substrate

75mm Thick

2,000Kg/m

20 kg per m2

Fair


Poor

1.2 w/mk

0.06



Poor

Used as substrate

225mm Thick

2,400Kg/m

N/A

Excellent

Durable against UV

Good

0.5 w/mk

0.33

100 GNs/kg.m

Medium MoistureAbsorption

Good

Used as support

700 x 640mm

2,400Kg/m

N/A

Excellent

Durable against UV

Good

0.5 w/mk

0.33

100 GNs/kg.m


Good

Used as Rainscreen

3mm Thick

2,400Kg/m

2.5kg/m2

Good


Poor

1.9 w/mk

0.61



Fair

Used as Parapet Flashing

3mm Thick

2,400Kg/m

2.5kg/m2

Good


Poor

1.9 w/mk

0.61



Fair

Used as Supports forRainscreen

3mm Thick

2,400Kg/m

2.5kg/m2

Good


Poor

1.9 w/mk

0.61



Fair

Used as light source

6mm Thick DoubleGlazed

2,500 kg/m3

10kg per m2

Good

Durable against UV

Class 1

0.8 w/mK

2.38

100 GNs/kg.m


Good

Used as finish

20mm Thick Glass

2,500 kg/m3

10kg per m2

Good

Durable against UV

Class 1

0.8 w/mK

2.38

100 GNs/kg.m

Low MoistureAbsorption

Good

Used as drainage Pipe

50mm Diameter

1.38 g/cm3

N/A

Good

N/A

Good

0.16 w/mK

1.05

Medium VapourResistance


Fair

0.001

Used as moistureprotection layer

0.52mm thick x 2m Long

Low Density

N/A

Fair

N/A

Poor

0.16 w/mK

1100 MNs/g

0.03 mlv

Poor

0.001

Used as thermal break

250mm x 150mm

500Kg/m

N/A

Excellent


Good

0.16 w/mK

1100 MNs/g

Good


Used as weatherprotection

1.32mm thick x 1.2m

2,400Kg/m

14.92kg per m2

Poor

Durable against UV

Good

35.3 w/mk

0.5097


Poor

Medium VapourResistance

0.47

Used as air layer

0.25mm thick x 2m Long

Low Density

1200g/m2

Fair

N/A

Euroclass A2

0.0278 w/mK

1100 MNs/g

0.05 mlv

Poor

5600

Unit 1Unit 2

Unit 3

Site Notice

Bus Depot

Proposed Playground

Site Notice

External Stairs & Lift 1- Fire Protected

External Stairs & Lift 2 - Fire Protected

Proposed Park Landscape

Proposed External Landscape forpedestrian use

Ramp gradient 1 12 & StairsRamp gradient 1 12 to carpark

Proposed Building (to be designed at alater Stage

Proposed Building(to be designed at alater Stage

AOV

AOV AOV

AOV

Apartments/ConcreteCore 1

Apartments/ConcreteCore 2

AOV

Fall

Fall

Fall Fall

Flat Roof

Flat Roof

2141

5

20270

19750

184706617

4552

6734 9

384

ENTRANCE

BroadstoneLuas

King's Inn Park

Existing Surrounding Buildings

Existing Buildings

The Royal Society ofthe King's Inn

20315

ESB

1045

3

1481

0

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN

CHECKED

STATUS FOR REVIEW

DRAWING

CHECKER

CAD FILE

CAD REF


NOTE


COPYRIGHT (C)

Group 4

Key Site Plan

18/1

1/20

15 1

7:07

:43

18/11/2015 17:07:43

1 : 1000

01 - Site Location Map

T5

Author

0000

Regulatory Processes

Dublin City Council

PLANNING

1 : 1000Site Location Plan

North

Water mains

Site boundary

North

O.S MAP NO. - 3263 - 904

Surface Water

Foul Water

Electricity ESB

Stair Core

Basement Carpark

Glass Balcony

Location of Concrete Core with one bedroom apartments

Glass Balcony

Retail/Cafe

Proposed Zinc Roof with 10 degree slope

3000

2600

2600

2600

Proposed Building, to be designed further

Pedestrian Pathway

Unit 2 Unit 1

TESCO DEALZ

Proposed Commercial Building

Carpark EntranceFire Exit

1 12 Gradient Ramp

21406

Unit 1Unit 2

Private BalconiesAccess Balconies

2597

300

2603

2600

1800

1100

1989

9

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN

CHECKED

STATUS FOR REVIEW

DRAWING

CHECKER

CAD FILE

CAD REF


NOTE


COPYRIGHT (C)

Group 4

Key Site Plan

18/1

1/20

15 1

7:15

:03

18/11/2015 17:15:03

1 : 200

01 - North & WestElevations

T5

Author

0018


Dublin City Council

PLANNING

1 : 200North Elevation - Planning

1 : 200West Elevation - Planning

EXIT

BG

s

s

Indicates structure/construction providing minimum60 minutes fire resistance to B.S 476 Part 8/20-22(National) or I.S. EN 13501-2: 2003 (European)

Indicates structure/construction providing minimum 120minutes fire resistance to B.S 476 Part 8/20-22(National) or I.S. EN 13501-2: 2003 (European)

Indicates structure/construction providing minimum 30minutes fire resistance to B.S 476 Part 8/20-22(National) or I.S. EN 13501-2: 2003 (European)

Indicates doorset construction providing minimum 30minutes fire resistance (integrity) with smoke seal withreference to B.S 476 Part 8/20-22 (National) or I.S. EN13501-2: 2003 (European)

Indicates doorset construction providing minimum 60minutes fire resistance (integrity) with smoke sealwith reference to B.S 476 Part 8/20-22 (National) orI.S. EN 13501-2: 2003 (European)

Access/ Egress Doors/ Storey Doors/ Final Exits

Smoke detector - Part of the commonfire detection and alarm system

Back lit Exit sign/ Luminaries (3 hours non-maintained)

Travel Distance

1400 x 900mm Wheelchair Refuge Space

Heat Detector - Part of the common firedetection and alarm system

Break Glass Alarm Unit

Fire Extinguishers (Co2 and Foam)

LEGENDEmergency lighting, fire detection and alarminstallations to be provided as indicated insections 1.8.7.2 and 1.8.11 of fsc applicationreport.Locations of fire detection and alarmcomponents are provisional only. Final positionsof components shall comply with relevantsections of I.S 3219: 2009Fire Resistance of external walls:Only those parts of the external walls indicatedon drawing as being of fire resistingconstruction, in addition to those parts of theexternal walls provding support to elements ofstructure, e.g. compartment floors etc. and otherfire resisting elements, shall be constructed of 60minute fire resisting construction

Floors on all escape routes shall have a non-slippy surfaceContents of Individual Service DuctsService Duct 1:Cold water supply (C.W.S), Hot water supply (H.W.S), RainwaterDrainage (R.W.D), Foul Wste (F.W), Soil Vent Pipe (SVP)

Service Duct 2:Electricity supply (ESB), Telecom supply (T.S), Ventilation (V),Ventilation flue (V.F)

Service Duct 3:Boiler flue (B.F), Heat supply(H.S)

Generally all pipe work penetrating compartment floors shall be firestopped/sealed to satisfy the requirements of item 3.4.2 & 3.4.5 of TGD B(All uPVC pipes complying with B.S 4514: 1983 & B.S 5255 : 1989 withmax 160 diameter stack and penetrating compartment shall be fitted withproprietary fire seals or alternatively cased in vertically 30 minute casing,as noted in diagram 22 of TGD B.)

TD 20

TD 21

TD 22

TD 23

3.5M

4.4M

8.0M

8.7M

TD 24

9M

9M

9M

9M

18M

18M

18M

18M

9M 18M

TravelDistance

Actual Type

One Way

Two Way

Starting Point

Duc

t

Duc

t

Duc

t

Duc

t

Duc

t

Duc

t

FD 60

FD 30

Duct

Duc

t

Stairs A

Stairs B

s

AOV

BG

BG

FD 60

sFD 60sFD 60 sFD 60 sFD 60 sFD 60 sFD 60

sFD 60

sFD 60

sFD 60

sFD 60

sFD 30

Glazing systemwith 60 minS FR

Glazing systemwith 30 minS FR

sFD 30 sFD 30 sFD 30 sFD 30

sFD 30

sFD 30

sFD 30

sFD 30sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30

sFD 30sFD 30

sFD 30

sFD 30

sFD 30sFD 60

sFD 30 sFD 30 sFD 30 sFD 30 sFD 30

sFD 60

sFD 60

BG

BG

BG

EXIT

EXIT

EXIT

Note: Section 3 in BS5588 -1:2004states that flats travel distance from headof the stair to any point in any habitableroom does not exceed 9M.

Note : Each apartment features aprotected corridor which essentiallyis a fire compartment within thelayout. It significantly helps with thefire distances. None of the distancesexceed over nine metres.

AOV above Stairwell onto roofAOV

Block 2

2

3sFD 60

TD 20: M

TD 21: M

TD 22: M

TD 23: M

TD 24: MTD 25: M

TD 26: M

TD 27: M

TD 28: M

TD 25

TD 26

TD 27

TD 28

2.9M

5.4M

8.7M

6.5M9M

9M

18M

18M

18M

18M

45M

45M

TravelDistance

Actual Type

Note: In BS5588 -1:2004 states thatwhen smoke detecters are introducedthe travel distances are increased by15%.

AOV

Block 2

sFD 60

OneWay

TwoWay

OneWay

TwoWay

One Way

One Way

One Way

One Way

One Way

One Way

One Way

Exterior Stair Core 1

Ramp to Below Proposed Pedestrian Landscape

External Lift 1

Proposed Residential Green SpaceProposed Residential Pathway

Constitution Hill

Proposed Residential Green Space

Proposed New Entrance to site

Proposed Residential Pathway

Constitution Hill

10.1M +Smoke A.

20270

32 mSTAIRWELL A

sFD 60

20290

32 mPRIVATE GARDEN

21 mLIVING ROOM 12 m

BED ROOM

8 mKITCHEN

11 mBED ROOM

6 mBATHROOM

9 mHALL

21 mLIVING ROOM

8 mKITCHEN

12 mBED ROOM

7 mBATHROOM

11 mBED ROOM

9 mHALL

49 mPRIVATE GARDEN

33 mPRIVATE GARDEN

21 mLIVING ROOM

12 mBED ROOM

8 mKITCHEN

11 mBED ROOM

6 mBATHROOM

9 mHALL

33 mPRIVATE GARDEN

21 mLIVING ROOM

12 mBED ROOM

8 mKITCHEN

11 mBED ROOM

6 mBATHROOM

9 mHALL

32 mPRIVATE GARDEN

21 mLIVING ROOM

8 mKITCHEN

11 mBED ROOM

6 mBATHROOM

12 mBED ROOM

9 mHALL 34 m

Reception

15 mStore

26 mLaundrette

53 mFIRE LOBBY

19 mLIFT LOBBY

8 mLOBBY

24 mSTAIRWELL B

9 mHALL

10 mHALL

18 mBED ROOM

18 mLIVING ROOM

8 mKITCHEN

8 mBATHROOM

25 mPrivate Balcony

Entrance

2

2

1

1

AOV Note : There is an A.O.V ineach Stair core on every floorlevel. This allows in the eventof a fire, all levels to be keptclear of smoke and the suctionis continuous throught theBuilding.

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN

CHECKED

STATUS FOR REVIEW

DRAWING

CHECKER

CAD FILE

CAD REF


NOTE


COPYRIGHT (C)

Group 4

Key Site Plan

18/1

1/20

15 1

7:23

:08

18/11/2015 17:23:08

1 : 200

02 - First Floor FFL -Unit 1

T5

Author

007


Dublin City Council

PLANNING

1 : 20001 - First FFL - Unit 1

North

41 mPlant Room

19 mLift Lobby

8 mLobby

23 mStairwell B

26 mLiving Room/ Kitchen

8 mBathroom

Duct

10 mHall

AOV

Duct


External Lift 2


Proposed New Entrance to site

53 mFire Lobby

33 mLaundrette

41 mPlant Room

26 mLiving Room/Kitchen

18 mBedroom

23 mStairwell D

8 mFire Lobby

19 mLift Lobby

7 mBathroom

Constitution Hill

300

300

300

300

300

300 300300300

300

All one bed flats are equipped tofacilitate all ambulant or disabledpersons. All other apartmentshave the potential to becomewheelchair accessible

all enterances has level access

2960

2800 1870

1948

1200

4000

2800

1027

158 mRetail space

158 mRetail space

158 mRetail space

105 mRetail space

Indicates Existing structure/construction.

Indicates Proposed structure/construction.

LEGEND

Vehicle Entrance and Exit from site boundary

Approach A From public Road/Site boundary

Site Bondary

1800mm Wheelchair Turning Circle

Access control panel

Proposed Level

Emergency Call

Wheelchair Refuge

Circulation

Level Landing

Amulant Disabled WC

Ambulant Stairs

LEGEND

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN

CHECKED

STATUS FOR REVIEW

DRAWING

CHECKER

CAD FILE

CAD REF


NOTE


COPYRIGHT (C)

Group 4

Key Site Plan

19/1

1/20

15 1

3:27

:57

19/11/2015 13:27:57

1 : 200

Ground FFL Unit 2

T5

Author

00007a


Dublin City Council

PLANNING

1 : 200000- Ground FFL Unit 3

7

6

5

4

3

2

1

15141312111098

22

21

20

19

18

17

16

29 28 27 26 25 24 23

19 mLIFT LOBBY

2 mLIFT

2 mLIFT

8 mLOBBY

24 mSTAIRWELL B

10 mHALL 8 m

BATHROOM

8 mKITCHEN

18 mLIVING ROOM


Ramp toBelow

Proposed Pedestrian Green Landscape

ExternalLift 2


Proposed

NewEntrance to

site

Proposed ResidentialPathway

Constitution Hill

AOV

DuctB2

C2

E2

A2

1A 2A 3A 4A 5A 6A 7A 8A 9A 10A 11A

12A 13A

Block 3

ExteriorStairCore 2

External Ramp 1 12 Gradient

External Steps

19850

5678

11830

Entrance

32 mPrivate Garden

48 mPrivate Garden

32 mPrivate Garden

32 mPrivate Garden

31 mPrivate Garden

51 mLaundrette/Cafe

11 mW.C


19 mBedroom

26 mPrivate Balcony

Proposed Pedestrian Paving

Block2

Proposed Residential GreenSpace

1583

3710

34 mStairwell C

48 mEntrance Lobby

7 mHall

6 mHall

21 mStairwell D

17 mBike Store

Duct

1

2

4001 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000

13257

2

003

12 mBedroom


6 mWC

10 mBedroom

8 mHall

11 mBedroom

6 mW.C

8 mHall

10 mBedroom


6 mW.C

10 mBedroom

8 mHall

11 mBedroom


8 mHall

6 mW.C

10 mBedroom

11 mBedroom

6 mW.C

8 mHall

10 mBedroom

Duc

t

Duc

t

Duc

t

Duc

t

Duc

t

18 mLift Lobby

35 mStair Lobby

Duc

t

D2

21 mLift Lobby

3 mLobby



11 mBedroom

2740

1500

4639

4963

1500

1035

1500

7901 11850

38641207

3100

2770

3006

3864

2223

1440

3498

3775

425 1200 2492 910 630 1770 423

910

910

3380

910

Duc

t

2774 800 1300 2988

Duc

t

Duc

t

Duc

t

Duc

t

9153

4976

6645

2513

4822

425 1200 2617 910 505 1770 787 1010 2627 425 1200 2492 910 630 1770 433 416 1200 2492 910 630 1770 424 425 1200 2492 910 630 1770 433 475 1810 3379 7397 260

5648

4144

690

1810

3438

7141

4428

3731

3579

6093

776

900

1094

900

510

3051

430 1010 705 1010

1010

1190

1625

4303

7076

5563

2988

1010

1010

2575

910

910

3485

5940

1433 683 1220 1035 630 427 1810 890 1810 450 630 538

481

1220

539

1220

565

788 1770 1023

1083

1220

3847

3629

6093

803

1770

1261

1770

918

1500

1207

3100

2770

3006

2223

3498

3743

5039

910

3505

1450

37431207

3100

2770

3743

2223

3498

3800

910

3505

1500

37501207

3100

2770

3750

2223

3498

3775

5039

910

3505

1500

37751207

3105

2765

3775

2223

3503

3775

5114

910

3505

3788 3743

20320

19570

18620

7125

8164

F2

1890

FW.1 FW.2 FW.3 FW.4 FW.5 FW.6

SW.1 SW.2 SW.3 SW.4 SW.5

Fall Fall Fall Fall Fall

Fall

Fall

Fall

Fall

Fall

Schedule of Rooms

Two Bedroom Apartment x 5

One Bedroom Apartment x 1

Laundrette/Cafe x 1

Bike Store x 1

01

0101

01

02

02

02

03

03

0303

03

04

04

04

06

0606 09

0909

11

11

11 12

12

12

12

13

13

17

17

17

04

04

Two Bedroom Apartments

Existing Stair Core

Roof Gardens

Private Balcony

Laundrette/Cafe

North

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN BY

CHECKED

STATUS FOR REVIEW

DRAWING

CHECKER

CAD FILE BLOCK DRAWING NUMBER ZONE REVISION

NOTE


COPYRIGHT (C)

Group 4

Key Site Plan

10/1

2/20

15 1

4:07

:12

10/12/2015 14:07:12

1 : 100

First Floor

T6

Author

005

General Arrangements

Dublin City Council

DESIGN

1 : 10001 - First FFL Unit 2

First Floor 3D View

Water mains

Site boundary

Surface Water

Foul Water

Electricity ESB

02 - Internal load bearing Walls.Are roughly 200mm thick block wallwith double layered 12.5mmplasterboard finished either side.

03 - Internal non-load bearing Walls.Are 100mm thick timber stud partitionwalls with a plasterboard finish.04 - Internal Sair Core.The internal stair cores are300mm thick with a polishedcocrete finish.06 - Cutain Glazing.Triple glazed external panels.09 - One Storey Steel Columns.Columns are sized to engineers specifications.They are roughly 150x150mm. Refer to NBSspec : G10.11 - Terrace/Balcony Floor Finish.Is 15mm non-permamble timber panels.12 - Appartment Floor Finish.150mm concrete floor with 50mmscreed and a polished cooncretefinish.13 - External paving.Concrete paving slabs with a permablepaving finish.

01 - External Walls.Are 200mm thick reinforced in-situ concrete,external insulatedwith 300mm extraterm with a10mm render finish and has ainternal finish of 12.5mmplasterboard.

17 - Stair Core Floor Finish.150mm concrete floor with 50mm polished concretescreed and a non slip finish.

B2 C2A2

Wind flower planting sedumon 100mm soil layeron root barrier/drainage membraine toNBS Spec. Q37

50mm slab pavingon 50mm sand cementto NBS Spec. Q25

Powder coated aluminumBrise soleil with 1 metre overhangabove to NBS Spec. L10

Structural steel column supporting balcony aboveto NBS Spec. G10

Drainage channel draininbeded in concrete to NBSSpec. R10

Curtain walling to NBS Spec. H11 fixed strictlyin accordance with manufacturersspecifications.

200mm polished concrete floorslab 35N20 concreteA142 mesh reinformentwith 100mm suspendedceiling to NBS Spec. K10

Concrete box beam to engineersspec with 3mm plaster skim on12.5mm plasterboard toNBSspec. K10

Zinc standing seam parapet cappinglaid to a 3 degree fall on 18mm WBP plyboardto NBS Spec. H74

Curtain walling to NBS Spec. H11fixed strictly in accordance withmanufacturers specifications.

New 200mm polished concretefloor slab 35N20 concrete A142mesh reinforcement with 50mmcover laid on 300mm XPSinsulation with radonbarrier at joints it is taped andlapped.foundation to engineers spec.

Aspalt to NBS Spec. j21ON 3 LAYERS OF 100mmfoamglass flat roof insulationJoints lapping boards stageredon vapour/airtight membraineon 150mm concrete slab to NBSSpec. E60 with 100mm suspendedceiling to NBS Spec. K45with space for MVHR supply air ductworkand MVHR return extract ductwork


150mm concrete slab on60mm sand blinding on4 layers 150mm hardcore

Parex EWI/ silicate render system orsimimlar. Silicate 2 coat render finishon reinforcement mesh on base coatall in accordence with suppliers detailspec.

Parapet build up300mm EPS insulation boards with renderedfinish to NBS Spec M21 adhesive fixed to pasterparge coat substrate with 150mm pre-castconcrete upstand to NBS Spec. E60 with100mm EXP insulation yo NBS Spec. M21 withrendered finish.

Air tight barrier at joints is tappedand lapped to NBS Spec. P10

2671

3035

5015

010

0

199

301

920

0

E2

00 - Ground FFL

16400

01 - First FFL

19750

200mm Polished Concrete floor slab35N20 Concrete A142 meshReinforcement with 50mm cover laidon 300mm XPS insulation withRadon barrier at joints it is taped andlapped.

10mm Plasterboard internal finsh on200mm concrete slab on two layers of150mm XPS insulation overlapped atjoints with 10mm plaster external finish

100x100mm Stone paving ground levelfinish on 75mm Sand blinding on Threelayers of 150mm Hardcore

200mm Polished Concrete floor slab 35N20Concrete A142 mesh Reinforcement with50mm cover laid with 100mm SuspendedCeiling

100mm Suspended ceiling to NBS Spec.K45 with space for MVHR suppy airductwork and MVHR return extract ductworkwith 15mm 600x600mm Ceiling tile finish

Aluminium Clad door frame to NBSspec L20 with Aluminium thresholdon 10mm steel angle fixed back to200mm structural Concrete

Structural steel column to NBSSpec G10

B2 C2

05 - Fifth FFL

31800

815

1262

1712

3789

1287

222

564

100mm suspended Ceiling to NBS specK45 with space for MBHR Supply airductwork and MHVR return extractductwork with 15mm 600x600mmCeiling finish

200mm polished concrete floor slab 35N20concrete A142 mesh reinforcment with50mm cover with on 50mm acusticinsulation on 12.5mm OSB to NBS specK21 on a water membrain layer to be tapedand sealed at joints with air tight tape withan over lap of 100mm to NBS spec J40 on100mm Suspended ceiling

Two Layers of 12.5mm PlasterboardInternal finish on 50x50mm Vertically fixedbattons on 200m Reinforced Concrete wallon Two layers of 150mm XPS insulationoverlapped at joints with 10mm Plasterexternal finish

40mm Non-Permeable Timber boarding to NBSSpec H21 on Structural steel Universal I beamsfixed back to structural Steel columns Both to NBSspec G10 & Sized to Engineers Spec Fixed Backto structure

Steel Framed balcony fixed back to structure withsteel angles to NBS spec G12 and sized toEngineers Spec with 10mm thermal break

Glass Balustrade fixed back to steel framedbalcony to engineers Spec

Non Permeable Timber Boarding slopedtowards Drain

Powder coated aluminumBrise soleil with 1 metre overhangabove to NBS Spec. L10

Roof Build up from External to Internal:Rheinzink angled standing seem covering sloped to an an angle on 1:3to NBS spec : H74. On 20mm structural OSB to NBS spec : k21. On50x50mm Horizontal battons at 600mm spacings to NBS spec H21. Ona water membrain layer to be taped and sealed at joints with air tighttape with an over lap of 100mm to NBS spec J40 . On 20mm structuralOSB to NBS spec : k21. On 100mm XPS insulation overlapped at joints.On 12.5mm OSB to NBS spec : k21 On Structural BCI 90 EngineeredC24 I beams at 400mm centers, to enginers specification with 300mmrockwool insulation is placed in between the beams. On a inteligentmembrain layer to be taped and sealed at joints with air tight tape withan over lap of 100mm to NBS spec J40. On 12.5mm OSB to NBS spec :k21. On 100mm suspended Ceiling to NBS spec K45 with space forMBHR Supply air ductwork and MHVR return extract ductwork with15mm 600x600mm Ceiling finish

Wall Build up from External to Internal:15mm timber cladding to NBS spec K20. On 50X50mm vertical timberbattons to NBS spec H21. On a water membrain layer to be taped andsealed at joints with air tight tape with an over lap of 100mm to NBSspec J40. On 12.5mm OSB to NBS spec : k21. On 100mm XPSinsulation overlapped at joints. On 12.5mm OSB to NBS spec : k21.On 200mm stimber stud wall filled with rockwool insulation is placed inbetween the studs. On a inteligent membrain layer to be taped andsealed at joints with air tight tape with an over lap of 100mm to NBSspec J40. On 12.5mm OSB to NBS spec : k21. On 50X50mm verticaltimber battons to NBS spec H21. On Two Layers of 12.5mmPlasterboard.

Insect mesh.

E2

05 - Fifth FFL

31800

F2


40mm Non-Permeable Timber boarding to NBS Spec H21 on Structural steel Universal I beams fixed back to structural Steel columns Both to NBS spec G10 & Sized to Engineers Spec 100mm structural concrete screed to NBS soec m10Fixed Back to structure

Steel Framed balcony fixed back tostructure with steel angles to NBSspec G12 and sized to EngineersSpec with 10mm thermalbreak

Structural steel column supportingbalcony above to NBS Spec. G10

Roof Build up from External to Internal:Rheinzink angled standing seem coveringsloped to an an angle on 1:3 to NBS spec: H74. On 20mm structural OSB to NBS spec: k21. On 50x50mm Horizontal battons at600mm spacings to NBS spec H21. On awater membrain layer to be taped and sealed at joints with air tight tape with an over lapof 100mm to NBS spec J40 . On 20mmstructural OSB to NBS spec : k21. On 100mm XPS insulation overlapped at joints. On12.5mm OSB to NBS spec : k21 On StructuralBCI 90 Engineered C24 I beams at 400mmcenters, to enginers specification with 300mm rockwool insulation is placed in between the beams. On a inteligent membrain layer to be taped and sealed at joints with air tight tape with an over lap of 100mm to NBS spec J40. On 12.5mm OSB to NBS spec : k21. On 100mm suspended Ceiling to NBS spec K45 with space for MBHR Supply air ductwork and MHVR return extractductwork with 15mm 600x600mm Ceiling finish

Insect mesh.311

3789

2080

1709

3796

1156

B2 C2

04 - Fourth FFL

28450

100mm suspended Ceiling to NBS specK45 with space for MBHR Supply airductwork and MHVR return extractductwork with 15mm 600x600mmCeiling finish

200mm polished concrete floor slab 35N20concrete A142 mesh reinforcment with50mm cover with 100mm Suspendedceiling

Two Layers of 12.5mm Plasterboard Internalfinish on 50x50mm Vertically fixed battons on200m Reinforced Concrete wall on Two layersof 150mm XPS insulation overlapped at jointswith 10mm Plaster external finish

40mm Non-Permeable Timber boarding to NBSSpec H21 on Structural steel Universal I beams fixedback to structural Steel columns Both to NBS specG10 & Sized to Engineers Spec Fixed Back tostructure

Steel Framed balcony fixed back to structurewith steel angles to NBS spec G12 and sized toEngineers Spec with 10mm thermal break

Glass Balustrade fixed back to steel framedbalcony to engineers Spec

Non Permeable Timber Boarding slopedtowards Drain

North

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN BY

CHECKED

STATUS FOR REVIEW

CHECKER

COPYRIGHT (C)

Group 4

Key Site Plan

NOTES

10/1

2/20

15 1

4:14

:57

10/12/2015 14:14:57

As indicated

1 20 SectionT6

Group 4

004

General Arrangements

Dublin City CouncilDESIGN 1 : 20Ground Floor Detail

1 : 20Ground Floor Basement Junction

1 : 20Fifth Floor Roof Detail

1 : 20Fifth Floor Balcony and Roof Detail

1 : 20Intermediate Balcony Connection Detail

1 : 200Key section

1 : 500Key plan

Detail A Detail B

Detail C

Detail D

Detail E

Detail C - Intermediate balcony connection detail.Scale 1:20

Detail D - Fifth Floor and roof detail.Scale 1:20

Detail C - Fifth floor balcony and roofdetail.Scale 1:20

Insulated Aluminium frame.

8

6

5

4

1 2 34

102

8

6

5

4

1 2 34

102

7

102

1 Ground FFL

0

0 Top Found

-900

1 - First FFL - Power

2722

8 6 5 4

2 - Attic Level - Power

5382

1 - False Ceiling

2442

7102

2 - Attic Level - Power

5382

150x150

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN

CHECKED

STATUS FOR REVIEW

DRAWING

CHECKER

CAD FILE

CAD REF


NOTE



COPYRIGHT (C)

Jack Lambourne

22/0

4/20

15 1

6:31

:03

22/04/2015 16:31:03

As indicated

Mechanical

11

Jack Lambourne

102

MEP Project

Owner

Design

N

1 : 100

0 - Ground FFL - Mechanical1

1 : 100

1 - First FFL - Mechanical2

Mechanical 3D3

1 : 50

Section - Mechanical4

3D View 1 - Mechanical5

3D View 2 - Mech6

1 : 10

Air Coil Unit Detail7

3D View of Mech8

You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

http://www.novapdf.com

A - FFL - Ground

0.115

179

302

38

43

90

41

24

25

25

9085

76

51

VerticalStainless SteelBaluster 50mmDiameter

Cast In situ Concrete Stairs

25mm SolidStone TreadCast into20mm Mortarbed

25mm SolidStone Riser

Slip Resistant NosingFixed into stone throughconcrete. Acts as visualaids for visually impairedpersons

100mm MaxSpacing betweenSS verticals inaccordance withTGD Part M and K

Bottom Rail

Two 10mm Boltsused to secureBalustrading intostairs

Stainless SteelGrips thatsecure metalsheeting, boltedthrough

Metal Sheeting

25mm Solid Stone Flooring

Cast in situ Concrete Beam supporting stairs

20

30.83

5

A - FFL03 - Second Floor

13.383

A - GFFL - Ground Floor

0.390

A - FFL02 - First FFL

9.430

1340

2340

3022

2843

2828

1611

1635

1589

1453

179 302

400800

1059

559

1078

179

1160

FD60

NoteAccording to PartM, if headroom isunder 2.1m, it is tobe guarded withadditional railings forsafety

All flight to flight heights areunder 1.8m in accordancewith TGD Part M

All handrails are extended byat least 300mm at the end ofeach flight in accordance withtgd Part M

Imtermediate Landing

Imtermediate Landing

Imtermediate Landing100mm Non Structural Wall actingas ballustrades for for top floor

5mm Carpet Finish

Stainless SteelNosing

Concrete Landing with6mm Carpet Tile Finish

Change of Material ateach top and bottom ofstair for visually impaired

Transition to 9mm Rubber Flooring on top landing

FD60

FD60

All Guarding on SS SteelBallustrading and WallBallustrading is 1100mm Highabd all handrail heights are900mm

ConcreteLanding with25mm SolidStone

5mm Carpet FinishStainless Steel Ballustrading1100mm Vertical Ballusters in between 550mm SS sheetswith are fixed byStainless steel grips. Four Grips to a sheet. The verticalballustrades are fixed via bolts at the side of thestair. The handrail is also stainless steel (900mm high)

Stainless Steel Handrail 900mm High Max (TGD Part K)

300

300

300

300

300

300

300

300

5

A

320

1

320

1

A1

307

3

307

3

8500

900

1400

1010

1010

1545 2400

300

1500

1500

500

3500

300

500

200

FD60

FD60

Wheelchair Refuge

External Wall Build

200mm Cast in Situ Concrete Core Wall

Corduroy Hazard Warning Surface atTop and bottom of every flight forvisually inpaired

300mm Treadscontinuing above

40mm DiameterStainless SteelHandrail 50mm awayfrom wall face

Landing inaccordance withTGD Part M

300

Extension of handrail(TGD Part M)

123456789

1716151413121110 18

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN

CHECKED

STATUS FOR REVIEW

DRAWING

CHECKER

CAD FILE

CAD REF


NOTE



COPYRIGHT (C)

Jack Lambourne

28/0

4/20

15 0

0:18

:14

28/04/2015 00:18:14

As indicated

Stairs - GroundFloor Details

05

Author

307


D.I.T

Design

N

1 : 5First Step - Detail

Stairs - Ground Floor 3D 1 : 50Stairs - Section AA

First Step - 3D

Stairs - 3D Balustrade Detail

Stairs - 3D Balustrade Detail 2

Stairs - 3D ConnectionStairs - 3D Railing Grip

1 : 50Stairs - Ground Floor Plan

NOTEAll measurements and designs on all drawings are inaccordance with TGD Parts B (Fire Safety),M (Access and Disabilities) and K (Stairs).All floors and landings differ in finishes from Ground floor up toTop floor.

Ground FloorFloor: 25mm Solid Stone - R Rating = 0.049Riser Material: 25mm Solid StoneTread Material: 25mm Solid Stone

First FloorFloor (Landing): 6mm Carpet Tile - R Rating = 0.4Riser Material: 25mm Solid StoneTread Material: 25mm Solid Stone

Top FloorFloor (Landing): 5mm Carpet - R Rating = 0.7Riser Material: 5mm CarpetTread Material: 5mm CarpetTop Floor Finish: 9mm Rubber Flooring - R Rating = 1.1

Balustrade System UsedWall Side: Stainless Steel Handrail bolted into 200mm ConcreteCore (900mm High)

Interior Side: Stainless steel vertical ballustrades with stainlesssteel sheeting fixed by steel grips and bolted to outer stairthrough concrete. (1100mm high)

The top floor switches to a non structural 75mm In situ concretewall with 12.5mm Plaster either side

Riser Size: 179mm (Min:150mm Max:180mm)Tread Size: 300mm (Min:300mm Max:450mm)

-This stairs is designed for ambulant disabled persons to use

1 : 1000Ground Floor Key Plan

Vertical Ballistersattached via boltsinto stair

Stainless Steel Nosing

Metal Sheeting Fixed in betweenVertical Balustrading

Stainless Steel guarding and handrail 1100mm and 900mmHigh Respectively

Diameter of 40mm in accordance with Part M

Stainless Steel Vertical Ballustrade

Bolts are 10mm indiamter

Car in situConcrete Staies with 25mm Solid Stone riser and tread.Stainless steel nosing installed to aid visually impaired persons

1010mm FD60 FInalExit Door from Core

25mm Solid Stone Finish

Intermediate Landing

200mm Cast In situ Concrete Floor slabwith 25mm Solid stone finish

Balustrading InformationStainless steel verticalballustrades with stainless steelsheeting fixed by steel gripsand bolted to outer stair throughconcrete. (1100mm high)

Slip resistant nosing installed onall steps for visually impairedpersonsand to avoid falling down the stairs

Build up of External Wall

Corduroy Hazardous Sign for visually Impaired perosnsPlaced 400mm from top trad of the stairsMust be the same width as the stairs and at least 800mmdeep

40mm Diameter StainlessStteel Handrail, 900mmHigh in accordance withTGD Part M

300mm Extension ofHandrail in accordance withboth TGD Parts K and MRequired for every hamdrail

200mm Cast in situ Concrete core wall

Riser : 25mm Solid Stone,179mm High (Max 180mm)Tread: 25mm Solid Stone,300mm Long (Min 300mm)

Each stairway 1500mm Wide andlanding at least 1500mm wide inaccordancewith Parts B, M and K

A spacing no more than100mm between verticalbalustrades in accordancewith Part K

1

B

DUCT

DUCT

W.C No.2 W.C No.3 W.C No.4 W.C No.5

W.C No.1

W.H.B No.1 W.H.B No.2 W.H.B No.3

2188

820

980

610

620

1800

880 900 900 850

1513

730

Wheelchair Accessible Toilet

NapkinDispenser

Low Energy Handryer

Soap Dispenser

Napkin Dispenser Female WC

3432

6802

HC

C

R.T.A

R.T.A

C C C

C

R.T.A

R.T.A

Electricity PanelC

H

100mm SVP Stack15mm Hot Waterfeed copper pipe

15mm Cold Water feedPVC pipe

32mm Sanitary DrainagePVC Pipe

Handryers powered by Panel

100mm SVP Stack

15mm Cold Water feedPVC pipe

100mm Sanitary DrainagePVC Pipe100mm Sanitary Pipe underneath Floor

Hot Water Generated fromCylinder Located in Plant roomon roof

Cold Water Feed taken fromCWSC in the plant room onthe roof

Disabled Toilet Layout inaccordance with TGD Part M


100mm SVP Stack(in accordance with TGD Part H)

15mm Cold Water feedPVC pipe (inaccordance with TGDPart H)



15mm Cold Water feed PVCpipe (in accordance withTGD Part H)



1200mm 230V DownlightSmoke Detector

Mechanical Ventilation System

1

Bathroom FFL

9.169

Towel Dispenser

Mirror

WC No.1

WC No.2 WC No.3 WC No.4 WC No.5

85

0

42

7

10

22

10

67

18

05

1200 1200 1200 1200 1200

50

0

W.H.B No.3W.H.B No.2W.H.B No.1

C H


15mm Hot Waterfeed copper pipe(in accordancewith TGD Part H)



C HC H

100mm SVP Stack (inaccordance with TGDPart H)


1200mm 230V Downlight

Smoke Detector

Mechanical Ventilation System with 150 x 150mm Ductand 300 x 300mm Diffusers

B

Bathroom FFL

9.169

85

010

63

20

22

40

6

76

5

50

0

600 6003432

3000

Duct DuctPaper TowelDispenser

Vertical Grab Rail








Mirror


100mm Sanitary Pipe that runs at a fall into Soil Vent Pipe (SVP)


1

BElectricity Panel

Handryers powered by Panel


Smoke Detector

1200mm 230V Downlights powered byelectricity panel located within duct

Mechanical Ventilation System with150 x 150mm Ductand 300 x 300mm Diffusers

150

300 x 300mm Diffuser

Flex Duct

150 x 150mm Duct

B

Bathroom FFL

9.169

600 3432 600

42

7

21

47

19

55

Low Energy Hand Dryer

1200 1200

Duct Duct


Electricity Circuit Panel forHand Dryers

One Way Light Switch


Bathroom Door

100mm PVC Branch Pipe (in accordance with TGD Part H)



1

Bathroom FFL

9.169

1200 1200 1200 1200 1200

19

54

19

60

42

753

0

78

7

WC No.5 WC No.4 WC No.3 WC No.2 WC No.1

Wheelchair Accessible Toilet

Vertical Grab Bar

50

0








Smoke Detector


NOTES

Foul Waste Water Drainage (TGD Part H)

- Must prevent foul air from the drainage system entering the building- Must be ventilated- Must be accessible for clearing blockages- Must be protected from accidental damage

Foul Wastewater Drainage - Pipework Overground:

Wash Hand Basin (W.H.B) trap size = 32mm, seal size = 75mmWater Closet Pan (W.C) trap size = 100mm, seal size = 50mm

Wash Hand Basin (W.H.B) branch pipe size = 100mm, gradient of 9mm min to max 90mmWater Closet Pan (W.C) branch pipe size = 50mm, gradient of 18mm min to max 45mm

Discharge Stacks size = 100mm min diameter, 7.2 litres/secMaterial = PVC-uAirtightness : pipes, fittings and joints should be capable of withstanding air or smoke test for3 minutes.

Surface Water Drainage (TGD Part H)

Drainage area of flat roof = Plan area of relevant portion = 1358 m2

Gutters should be laid with any fall towards the nearest outletTable 17 in TGD Part H refers to outlet sizes, for this project:

Gutter size = 150mm minOutlet size = 89mm min, 100mm chosenFlow Capacity = 2.16 litres/sec

Rainwater Pipes (RWP):

- Should be discharged into a drain or gully- Size of RWP should be at least the size of the outlet from the gutter- Drains should be at least 75mm Diameter- 75mm and 100mm Rainwater Drains should be laid not less than 1:100

- There must be a pressure relief valve and a service valve on each cold and hot waterpiping system

Hot Water Generated fromCylinder Located in Plantroom on roof



Cold Water Feed taken from CWSC inthe plant room on the roof



Napkin Dispenser

Mirror

Napkin Dispenser

15mm Cold Water feed PVC pipe(in accordance with TGD Part H)


Toilet Layout in accordancewith TGD Part M


Toilet Roll Holder

CLIENT

PROJECT

JOB NUMBER

DATE

SCALE

DRAWN

CHECKED

STATUS FOR REVIEW

DRAWING

CHECKER

CAD FILE

CAD REF


NOTE



COPYRIGHT (C)

Jack Lambourne

23/0

4/2

015 2

0:4

3:0

2

23/04/2015 20:43:02

As indicated

Toilet Layout

05

Jack Lambourne

309


D.I.T

Design

N

1 : 50

Bathroom Floor Plan

Bathroom 3D

1 : 50

Bathroom Section 1

1 : 50

Bathroom Section 2

1 : 50

Bathroom Ceiling Plan

1 : 50

Bathroom Section 3

1 : 50

Bathroom Section 4

1 : 1000

Bathroom Key Plan

Bathroom View 1

Bathroom View 2

1 : 50

MEP Legend

Legend

Bathroom 3D - Sinks

Bathroom 3D - WC's

15mm Hot Water Feed (Copper Pipe)

15mm Cold Water Feed (PVC Pipe)

Foul Waste Pipes (PVC Pipes)

Electrical Feed

Smoke Detector

Mechanical Vent System

Rise to AboveR.T.A

UP

UP

60 Minutes Fire Protection



0.15 w/m2k

0.8 w/m2k

1 2 3 4

A

B

C

1580

3

19828

4FD60

5FD60

6FD60

2FD60

9FD60

8FD60

11FD60

12FD60

3FD60

1 2 3 4

A

B

C

1580

3

19828

Internal Timber FramedDoor with Glazing Panel

External Double TimberFramed Door with GlazingPanel

Triple Glazed Window Unitwith timber frame

810 1600

2110

2110

2810

500

Project Name

Name

Student Number

Date 03/12/2014 12:00:39

Schedules and Parameters

C12700655

Jack Lambourne

Legend

1 : 1002 Ground FFL Fire Protection1

1 : 1002 Ground FFL U-Values2

1 Panel Exploded Ground Floor Fire Protection3

1 Panel Exploded Ground Floor U-Values4

Door Schedule

DoorNo.

FireRating Level

DoorWidth Finish

2 FD60 2 Ground FFL 810 Oak3 FD60 2 Ground FFL 810 Oak4 FD60 2 Ground FFL 810 Oak5 FD60 2 Ground FFL 810 Oak6 FD60 2 Ground FFL 810 Oak8 FD60 2 Ground FFL 1600 Oak9 FD60 2 Ground FFL 1600 Oak11 FD60 2 Ground FFL 1600 Oak12 FD60 2 Ground FFL 1600 Oak

13 FD30 3 First FFL 1600 Oak14 FD30 3 First FFL 1600 Oak15 FD30 3 First FFL 1600 Oak16 FD30 3 First FFL 1600 Oak17 FD60 3 First FFL 810 Oak18 FD60 3 First FFL 810 Oak19 FD60 3 First FFL 810 Oak

20 FD30 4 Second FFL 1600 Oak21 FD30 4 Second FFL 1600 Oak22 FD30 4 Second FFL 1600 Oak23 FD30 4 Second FFL 1600 Oak24 FD30 4 Second FFL 1600 Oak25 FD60 4 Second FFL 810 Oak26 FD60 4 Second FFL 810 Oak27 FD60 4 Second FFL 810 Oak28 FD30 4 Second FFL 810 Oak

29 FD30 5 Third FFL 1600 Oak30 FD30 5 Third FFL 1600 Oak31 FD30 5 Third FFL 1600 Oak32 FD60 5 Third FFL 810 Oak33 FD60 5 Third FFL 810 Oak34 FD60 5 Third FFL 810 Oak

Total Number of Doors: 31

Room Schedule

Number Name Level Area

1 Balcony 2 Ground FFL 9 m2 Apartment 2 Ground FFL 128 m3 Maisonette 2 Ground FFL 49 m4 Balcony 2 Ground FFL 8 m5 Hallway 2 Ground FFL 16 m6 Storage 2 Ground FFL 11 m7 Bicycle

Parking2 Ground FFL 42 m

8 Maisonette 3 First FFL 58 m9 Apartment 3 First FFL 102 m10 Balcony 3 First FFL 7 m11 Balcony 3 First FFL 9 m12 Apartment 3 First FFL 71 m13 Hallway 3 First FFL 16 m

16 Balcony 4 Second FFL 7 m17 Balcony 4 Second FFL 8 m18 Balcony 4 Second FFL 6 m19 Maisonette 4 Second FFL 51 m20 Apartment 4 Second FFL 71 m21 Hallway 4 Second FFL 15 m25 Apartment 4 Second FFL 101 m

26 Hallway 5 Third FFL 16 m27 Maisonette 5 Third FFL 51 m28 Apartment 5 Third FFL 128 m29 Balcony 5 Third FFL 9 m30 Balcony 5 Third FFL 7 m31 Apartment 5 Third FFL 46 mTotal Number of Rooms: 26

1 : 50Door/Window Legend

Door Tag Shared Parameter File

U-Values Shared Parameter File

Door Tag

Constitution Hill Middle Floor Maisonette

Bedroom

Living Space

Bedroom

Existing Stairs

Living Room

First Floor Plan

Balcony

Proposed Energy Analysis Typical Two bed Apartment

Summary

Proposed BER of 127 kwh/m2 B3 Rating

Huge Improvement on the heat loss through the walls

Windows upgraded to triple glazing

Huge reduction on heat loss during the winter months

DEAP Software was used for this analysis

Heat pump and CHP Unit for electricity

BER Rating B3

Walls: 0.12 W/m2K Floor: 0.11 W/m2KRoof: 0.09 W/m2K

127

Living Room

Bedroom

Bathroom

Balcony

Access Deck

Kitchen

22 mStorage

2586 mBasement Carpark

32 mPrivate Garden

48 mPrivate Garden

32 mPrivate Garden

32 mPrivate Garden

31 mPrivate Garden

51 mLaundrette/Cafe

26 mPrivate Balcony

48 mEntrance Lobby

17 mBike Store

12 mPrivate Balcony

53 mAccess Deck

9 mPrivate Balcony

12 mPrivate Balcony

9 mPrivate Balcony

9 mPrivate Balcony

24 mPrivate Balcony

20 mPrivate Balcony

Ground Floor Plan 1:400

First Floor Plan 1:400

Typial Upper Floor Plan 1:400

55 mAccess Balcony

Not EnclosedPrivate Balcony Not Enclosed

Private BalconyNot Enclosed



Private Balcony

24 mPrivate Balcony

20 mPrivate Balcony

Fifth Floor Plan 1:400

Roof Plan 1:400

Roof mounted solar PV panels

660mm Rheinzink angled standing seem roof.

Overhead shading canopy

480mm timber cladding external wall.

Parex EWI/ silicate render system or simimlar. Silicate 2 coatrender finish on reinforcement mesh on base coat

Powder coated aluminumBrise soleil with 1 metre overhang

Glass balcony panels with stainless steel balcony railing

40mm Non-Permeable Timber boarding onStructural steel Universal I beams fixed back to structural Steel columns

Support columns to external access deck

Granite paving and streets cape improvements

Infill for services

Triple glazed, aluclad timber patio doors/ windows

815

1262

1287

Wall Build up from External to Internal:15mm timber cladding. On 50X50mm vertical timberbattons. On a water membrain layer to be taped andsealed at joints with air tight tape with an over lap of100mm. On 12.5mm OSB. On 100mm XPS insulationoverlapped at joints. On 12.5mm OSB. On 200mmstimber stud wall filled with rockwool insulation is placedin between the studs. On a inteligent membrain layer tobe taped and sealed at joints with air tight tape with anover lap of 100mm. On 12.5mm OSB. On 50X50mmvertical timber battons to. On Two Layers of 12.5mmPlasterboard.

Roof Build up from External to Internal:Rheinzink angled standing seem coveringsloped to an an angle on 1:3. On 20mm structuralOSB. On 50x50mm Horizontal battons at600mm spacings. On a water membrain layer tobe taped and sealed at joints with air tight tapewith an over lap of 100mm. On 20mm structural OSB.On 100mm XPS insulation overlapped at joints. On12.5mm OSB On Structural BCI 90 Engineered C24I beams at 400mm centers, to enginers specificationwith 300mm rockwool insulation is placed in betweenthe beams. On a inteligent membrain layer to be taped andsealed at joints with air tight tape with an over lap of100mm. On 12.5mm OSB. On 100mm suspendedCeiling with space for MBHR Supply air ductworkand MHVR return extract ductwork with 15mm 600x600mmCeiling finish

100mm suspended Ceiling to NBS spec K45 with spacefor MBHR Supply air ductwork and MHVR return extractductwork with 15mm 600x600mm Ceiling finish

200mm polished concrete floor slab 35N20 concreteA142 mesh reinforcment with 50mm cover with100mm Suspended ceiling

Two Layers of 12.5mm Plasterboard Internal finishon 50x50mm Vertically fixed battons on 200mReinforced Concrete wall on Two layers of150mm XPS insulation overlapped at joints with10mm Plaster external finish

40mm Non-Permeable Timber boarding to NBS SpecH21 on Structural steel Universal I beams fixed backto structural Steel columns Both to NBS spec G10 &Sized to Engineers Spec Fixed Back to structure

Steel Framed balcony fixed back to structure with steelangles to NBS spec G12 and sized to Engineers Specwith 10mm thermal break

Structural steel column supporting balcony above

Drainage channel drain inbeded in concrete

Curtain walling to NBS Spec. H11 fixed strictly inaccordance with manufacturers specifications.

200mm polished concrete floor slab 35N20 concreteA142 mesh reinforment with 100mm suspended ceiling

New 200mm polished concrete floor slab 35N20concrete A142mesh reinforcement with 50mm cover laidon 300mm XPS insulation with radon barrier at joints it istaped and lapped.foundation to engineers spec.

50mm slab pavingon 50mm sand cementAspalt ON 3 LAYERS OF 100mm foamglass flat roofinsulation Joints lapping boards stagered onvapour/airtight membraine on 150mm concrete slab with100mm suspended ceiling with space for MVHR supply airductworkand MVHR return extract ductwork

Wind flower planting sedumon 100mm soil layeron root barrier/drainage membraine to

Concrete box beam toengineers spec with 3mmplaster skim on 12.5mmplasterboard

Zinc standing seam parapet capping laid to a 3degree fall on 18mm WBP plyboard

Drainage channel draininbeded in concrete

Parex EWI/ silicate render system or simimlar.Silicate 2 coat render finish on reinforcement meshon base coat all in accordence with suppliers detailspec.

Parapet build up300mm EPS insulation boards with rendered finishadhesive fixed to paster parge coat substrate with150mm pre-cast concrete upstand to with 100mmEXP insulation withrendered finish.

Air tight barrier atjoints is tappedand lapped

32 mPrivate Garden

48 mPrivate Garden

32 mPrivate Garden

32 mPrivate Garden

31 mPrivate Garden

51 mLaundrette/Cafe

26 mPrivate Balcony

48 mEntrance Lobby

17 mBike Store

Throughout the design process of the Constitution hill retro fit, there were many influencing factors to be taken into consideration. One of which being the new Luas line that is to be put in place in late 2017. We took into consideration very carefully that there will be huge increase to the amount of people coming through the site on a daily basis, from this we have designed a retail space on ground level which can be accessed by the main road. We also changed the layout of the apartments by allowing the balconies to face the communal garden allowing privacy for the occu-pants and the access decks to face the main road instead of the original layout.

The existing building is not com-plaint with space standards in any room within the apartments. From this we came up with a suitable design to allow each apartment to be not only com-pliant with Dublin city council space standards but also com-pliant with the current Technical guidance documents.

Architect:

Daniel Coyle

Group:

Jack Lambourne Jamie Fitzgerald Patrick Dunne Aoife Ryan Craig Quinn

Kitchen

Living Space

Private Balcony

Bathroom

Hall

PASSIVHAUS STANDARDS

Optimised Fabric U-Values:0.12 W/m2k

Windows & Doors:0.85 2/m2k

Air Tightness:1 ac/hr @ 50 Pa

MHVR: 75% Efficient

Balconies provide summer shading

PASSIVE HOUSE ENERGY RETROFITSThe retrofit strategy proposes Design and Certification of retrofitting to Passivhaus EnerPhit standards. This will involve optimised super low energy fabric insualtion levels, near elimination of thermal bridges, air tightness to minimise heat loss, maximim use of solar gains, a high level of indoor air quality and an efficent mechanical ventilation system with heat recovery.

EXISTING BUILDINGS - ENERGY ANALYSISThe energy performance was examined using DEAP soft-ware, U Value calculation software and linear thermal bridge modelling. The DEAP analysis clearly indicated a major improvement of energy standards as every result was an G BER rating. The biggest loss was through the buildings fabric. The openings and walls were the main cause of heat loss.

LOW ENERGY RETROFIT PROJECTThe project proposes a sustainable design strategy for the energy retrofitting, refurshment and renewal of an existing Dublin City Council multi storey flat top residential apart-ment blocks located in the heart of Dublin Citys Centre. A number of issues were addressed including sustainable urban living and energy conservation.

Ground Floor of Existing building with heat loss

Typical Proposed One Bed Apartment

Typical Proposed Two Bed Apartment

Mechanical Heat Recovery MEP Model

Existing Buildng - Aerial view from South-East Additions - Infill between blocks, roof-top units with ground floor extended shop fronts to street. Proposed - New external panel walls & external balconies/ access decks

First Floor Plan

Site Elevation

1

2

Cross Section

3D Section

Exploded Floor Plans

1:20 Details

Proposed Floor Plans

RoofMaterial Thickness ThermalConductivity Resistance

InternalSurface 0.12Zinc 0.003 116 3E05StructuralOSB 0.022 0.13 0.169StructuralOSB 0.022 0.13 0.169XPSInsulation 0.1 0.0341 2.933OSB 0.02 0.13 0.154RockwoolInsulation 0.3 0.044 6.818OSB 0.02 0.13 0.154ExternalSurface 0.06

Uvalue 0.09

Roof/BalconyfloorMaterial Thickness ThermalConductivity Resistance

InternalSurface 0.12StructuralScreed 0.07 0.12 0.583SandBinding 0.05 0.25 0.200RockwoolInsulation 0.3 0.044 6.818ConcreteSlab 0.1 1.6 0.063ExternalSurface 0.06

Uvalue 0.13

WallMaterial Thickness ThermalConductivity Resistance

InternalSurface 0.12StructuralOSB 0.002 0.13 0.015XPSInsulation 0.1 0.0341 2.933OSB 0.02 0.13 0.154RockwoolInsulation 0.2 0.038 5.263OSB 0.02 0.13 0.154Plasterboard 0.00125 0.17 0.007Plasterboard 0.00125 0.17 0.007ExternalSurface 0.06

Uvalue 0.12

FloorMaterial Thickness ThermalConductivity Resistance

InternalSurface 0.12ConcreteFloor 0.2 1.6 0.125XPSInsulation 0.3 0.0341 8.798ConcreteSlab 0.2 1.6 0.125ExternalSurface 0.06

Uvalue 0.11

RoofMaterial Thickness ThermalConductivity Resistance

InternalSurface 0.12Zinc 0.003 116 3E05StructuralOSB 0.022 0.13 0.169StructuralOSB 0.022 0.13 0.169XPSInsulation 0.1 0.0341 2.933OSB 0.02 0.13 0.154RockwoolInsulation 0.3 0.044 6.818OSB 0.02 0.13 0.154ExternalSurface 0.06

Uvalue 0.09

Roof/BalconyfloorMaterial Thickness ThermalConductivity Resistance

InternalSurface 0.12StructuralScreed 0.07 0.12 0.583SandBinding 0.05 0.25 0.200RockwoolInsulation 0.3 0.044 6.818ConcreteSlab 0.1 1.6 0.063ExternalSurface 0.06

Uvalue 0.13

WallMaterial Thickness ThermalConductivity Resistance

InternalSurface 0.12StructuralOSB 0.002 0.13 0.015XPSInsulation 0.1 0.0341 2.933OSB 0.02 0.13 0.154RockwoolInsulation 0.2 0.038 5.263OSB 0.02 0.13 0.154Plasterboard 0.00125 0.17 0.007Plasterboard 0.00125 0.17 0.007ExternalSurface 0.06

Uvalue 0.12

FloorMaterial Thickness ThermalConductivity Resistance

InternalSurface 0.12ConcreteFloor 0.2 1.6 0.125XPSInsulation 0.3 0.0341 8.798ConcreteSlab 0.2 1.6 0.125ExternalSurface 0.06

Uvalue 0.11

PerBlockExisting1Bed 102Bed 163Bed 34Bed 1Total 30

Overall 90

PerBlockAppartments Size Required

1Bed 13 84sqm 55sqm2Bed 20 93sqm 80sqm3Bed 0 N/A N/A4Bed 4 126sqm 100sqmTotal 37

Overall 111

1 - Renders2 - 3D Details Assignment3 - 2D Details Assignment4 - 3rd Year Balcony Details Project5 - Planning Drawings - Constitution Hill0000 - 01 - Site Location MapSheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections

-0000 - 01 - Site Plan - First FloorSheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections

0001 - 01 - Site PlanSheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections

00002 - 03 - Proposed site layout planSheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections

0002 - 01 - Basement Carpark - Unit 1Sheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections

0004 - 01 - Basement Carpark - Unit 3Sheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections

0005 - 01 - Ground FFL - Unit 1Sheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002 - 03 - Proposed site layout plan0003 - 01 - Basement Carpark - Unit 200003 - 03 - Basement Site0004 - 01 - Basement Carpark - Unit 300004 - 03 - Basement Unit 10005 - 01 - Ground FFL - Unit 10006 - 01 - Ground FFL - Unit 20007 - 01 - Ground FFL - Unit 30008 - 01 - First FFL - Unit 10009 - 01 - First FFL - Unit 20010 - 01 - First FFL - Unit 30011 - 01 - Typical Upper Floor FFL - Unit 10012 - 01 - Typical Upper Floor FFL - Unit 20013 - 01 - Typical Upper Floor FFL - Unit 30014 - 01 - Fifth FFL - Unit 10015 - 01 - Fifth FFL - Unit 20016 - 01 - Fifth FFL - Unit 30017 - 01 - South & East Elevation0018 - 01 - North & West Elevations0019 - 01 - Site Sections0020 - 01 - Sections



0008 - 01 - First FFL - Unit 1Sheets-0000 - 01 - Site Plan - First Floor0000 - 01 - Site Location Map0001 - 01 - Site Plan0002 - 01 - Basement Carpark - Unit 100002

jack_lambourne - portfolio

Documents