Portfolio :Conor J Daly m.ARB :

Professional

C o n o r J D a l y | P o r t f o l i o

Residential Architect/MakespaceArchitects

Project StewartsLodge, LondonSW4

Value 17millionapprox.

Duration 12months

Tasks-Projectarchitecton66-unitresidentialdevelopmentwithafloorareaofover6,000sq.m-Successfullytookcontrolofprojectpost-planning,developingthedesignanddetailingtoconstructionstage-Producedallcriticalconstructiondetailsandactedaspointofcontactforanyon-sitequeries-Workedandco-ordinateddesignteamandallconsultantdesignsontheschemetoensureaccurateintegrationofallservices-Responsibleforallplanningissuesandestablishedagood-working

relationshipwithplannerstosolveanddischargeconditions

RendershowingdevelopmentfromWandsworthRd.

Rendershowingviewofinternalcourtyard

Professional Professional

C o n o r J D a l y | P o r t f o l i o

ConciergeDesk

Bedroom 1

Balcony5m

Balcony9m

Balcony4m

Balcony10m

Private Garden20m

Private Garden37.5 m2

Private Garden40.9 m2

Private Garden25.9m2

Block BPlot 1

Type A [HA]

TYPE APLOT G07

TYPE BPLOT G05

TYPE APLOT G06

TYPE EPLOT G04

TYPE FPLOT G03TYPE E

PLOT G02

191

82

106

1570

200

360

0

1573

668

8 389 14

Block BPlot 2

Type B [HA]

Block BPlot 4

Type D [HA]

453

445

3411209

5 42

2 43

3570

6000

400

0

ConciergeDesk

Hall

Bedroom 1

Hall

Bathroom

Cup'd

Hall

1a

3a

3k

D4.AG06.f.1

D4.AG06.d.1

D3.EG02.c.1

D19.A1.a.1

FD60s

D19.C3.a.1

FD20

FD20

FD30s

FD30s

D29.D5.g.1

FD30s

W9.EG04.2

W9.

BG

05.2

TIMBER PLANTERS4000mm X 1000mm x 400mmby Street Des ign, Diplomat

TIM

BE

RP

LA

NTE

RS4

000m

mX

1000

mm

x4

00m

m

TIM

BE

RP

LA

NTE

RS4

000m

mX

1000

mm

x4

00m

m

TIM

BE

RP

LA

NTE

RS4

000m

mX

1000

mm

x4

00m

m

TIM

BE

RP

LA

NTE

RS4

000m

mX

1000

mm

x4

00m

m

21.555

Shaft

96

8301 6638

3430310334784718

4353

3139

10348 7909

3307449739542728

5735

1979

4945

TYPE 1 METAL RAILING @ 1100mmREF DRAWING: 1238-30-5426B

TYPE 2 METAL RAILING @ 1800mmREF DRAWING: 1238-30-5426B

TYPE 2 METAL RAILING @ 1100mmREF DRAWING: 1238-30-5426B

212

1457

TIM

BE

RP

LA

NTE

RS4

000m

mX

1000

mm

x4

00m

m

Marshalls Saxon Slabs Natural colour450x450x35mm or s imilar

NOTE: Planters located over padfoundations

Timber benches by Street DesignTimber benches by Street Design

Timber benches by Street DesignTimber benches by Street Design

Timber benches by Street Design

Play Area Equipment Wicks teed Grovec limber or similar approved.Wet poursafety surface beneath N.B. Depth ofImpac t surfac ing beneath equipment tobe appropriate for crit ical fall heightpossible from equipment

TIMBER PLANTERS4000mm X 1000mm x 400mmby Street Des ign, Diplomat

TIMBER PLANTERS4000mm X 1000mm x 400mmby Street Des ign, Diplomat

TIMBER PLANTERS4000mm X 1000mm x 400mmby Street Des ign, Diplomat

TIMBER PLANTERS4000mm X 1000mm x 400mmby Street Des ign, Diplomat

TIMBER PLANTERS4000mm X 1000mm x 400mmby Street Des ign, Diplomat

Marshalls Argent Slabs SmoothLT colour 400x400x35mmor similart

Tower Sands toneor s imilarin random pattern

Low maintenance grasson slope interplanted withbulbs & wildf lower plug plants

Low maintenance grasson slope interplanted withbulbs & wildf lower plug plants

13290

[Window to be laminated glass throughout-seew indow schedule 1238-50-5506/5510]

[Window to be laminated glass throughout-seew indow schedule 1238-50-5506/5510]

[Window to be laminated glass throughout-seew indow schedule 1238-50-5506/5510]

[Window to be laminated glass throughout-seew indow schedule 1238-50-5506/5510]

[Window to be laminated glass throughout-seew indow schedule 1238-50-5506/5510]

[Window to be laminated glass throughout-seew indow schedule 1238-50-5506/5510]

[Window to be laminated glass throughout-seew indow schedule 1238-50-5506/5510]

[Window to be laminated glass throughout-seew indow schedule 1238-50-5506/5510]

[Window to be laminatedglass throughout -see

w indow schedule1238-50-5506/5510]

[Window to be laminatedglassthroughout - see window

schedule 1238-50-5506/5510]

[Window to be laminatedglassthroughout - see window

schedule 1238-50-5506/5510]

[Window to be laminatedglassthroughout - see window

schedule 1238-50-5506/5510]

[Window to be laminatedglassthroughout - see window

schedule 1238-50-5506/5510]

[Window to be laminatedglassthroughout - see window

schedule 1238-50-5506/5510]

[Window to be laminatedglassthroughout - see window

schedule 1238-50-5506/5510]

[Window to be laminatedglassthroughout - see window

schedule 1238-50-5506/5510]

1800

2400

2400

600

2400

600

2400

600 200

200

1560

1240

200

1560

1240

2700

3600 2080

600

970

PD

F cr

eate

d w

ith p

dfFa

ctor

y P

ro tr

ial v

ersi

on w

ww

.pdf

fact

ory.

com

SouthElevation NorthElevation

GroundFloorPlan FirstFloorPlan

Professional

C o n o r J D a l y | P o r t f o l i o

SectionB-B

SectionF-F

SelectionofcriticaljunctionsthroughexternalbrickslipwallandLightweightsteelstructure

Gas memebrane by specialist

T.O.W19.900[T.B.C.]

EXTERIOR F.F.L = 18.600

25x50mm batten fixed to retaining wall.

1515

250

PARAPET DETAIL WITH BRICKSLIPS

VA

RIE

S: 1

0-18

5MM

PARAPETTOS

TOP OFPARAPET

FINISH

20

30

Allow for 3mm Expansion joints between Cement particle board

Gebrik panel with prebonded insulation; 10mm mortar jointmin 15mm external grade board by Gebrik

Vertical railing to form cavity by Gebrik

SPAN DIRECTION; FIRRINGS CUT TOFORM 1:80 FALL TO DECKING ABOVE 22mm T&G WBP plyboard

deck laid to fall on timberfirrings. To be primed

CELOTEX INSULATION TA4000 - 135MMOR SIMILAR APPROVED TO ACHIEVE

0.16W/m2K U-Value

WIDOPAN filter fleece

Growing medium & vegetation /sedum blanket

Continous Horizontal cavity barrier withintumescent tape by EnvirowallExpansion joint 10mm gap mastic filled

250 deep lattice joists to structural engineer'sspec; pitched to form slight fall in roof

VCL tape sealed at joist u/s

100mm mineral wool; isover apr 1200

Vapour control layer, proctor procheckPremier 500 or equal approved

15mm GTEC dB BOARD

15mm GTEC UNIVERSAL BOARD

Vertical timber battens 25x50mm toform cavity

Min 15mm external gradeboard by gebrik

Gebrik panel with prebondedinsulation; 10mm mortar joint

Fire Cavity Barrier byRockwool Fire Barrier

Allow for 3mm Expansion jointsbetween Cement particle board

100mm mineral wool; isover apr 1200

1m Ballast acrosswhole perimeter.

70mm Phenolic insulation byKingspan or similar approved

Widopan FD applied to primed plywood

25mm drainage mat

18mm Plyboard laid to fall

Aluminium edge capping 75mm x 190mm profile RAL 7015 or similar finish approved by HH

WiIDOPAN FD membrane to overlap aluminium edge capping.

36mm Knauf Insulation PolyfoamHigh Impact & Upstand Board

WIDOPAN membrane with min 50mm overlap under aluminium edge capping

WIDOPAN filter fleece

WIDOPAN FD applied to upstand

Continue WIDOPAN fleece min, 150mmabove finish

Resilient flanking strip

300

WINDOW HEAD AND SILL DETAIL2560 10

102560 1515

15

15

100

100

Allow for 3mm Expansion jointsbetween Cement particle board

Min 15mm externalgrade board by Gebrik

or similar approved

Gebrik panel with prebondedinsulation; 10mm mortar joint

EPDM

Deflection strip above window

Vcl tape sealed at joist u/s

High density mineral wool batt fullyfilled for flanking sound 33-60kg/m3;extend vertically 600mm belowceiling level; 900 o/a

Vapour control layer, proctor procheckpremier 500 or equal approved

15mm GTEC dB Board15mm GTEC universal boardVCL clamped by window build-up on all sides3mm ms galv strip by window installer

Steel plate by steel frame contractor; toproject 80mm beyond stud

VCL clamped by window build-up on all sides

3mm ms galv strip by window installer

Sill board to match window frame;with timber packer as necessary

Mastic seal between sill board & drylining

15mm GTEC universal board

15mm GTEC dB Board

Vapour control layer, proctor procheckpremier 500 or equal approved

100mm mineral wool, isover apr 1200.fully filled in stud & held in place toprevent slumping.

PU expanding foam by window installer

Timber packing by window installer

Compressible seal

Aluminium flashing

115

70mm Phenolic insulation byKingspan K5 or similar approved

70

70

1025 1515

EXTERNAL WALL / PARTY FLOOR

1825

015

15

250 DEEP LATTICE JOISTS TOSTRUCTURAL ENGINEER'S SPEC

100

70

600

2025

1819

100

17

High density mineral wool batt fullyfilled for flanking sound 100kg/m3;extend vertically 600mm belowceiling level; 900 o/a

Vapour control layer, proctor procheckpremier 500 or equal approved

15mm GTEC dB Board

15mm GTEC universal board, joints to bestaggered with db board beneath

100mm mineral wool, isover apr 1200.fully filled in stud & held in place toprevent slumping.

Floor finish

18mm T&G boarding19mm GTEC plank board25mm rock mineral wool, density 75kg/m3

18mm plyboard

100mm rock mineral wool insulationdensity 45kg/m3, laid between joists

GTEC resilient bar rbg3000 @400 ctrs15mm GTEC dB Board15mm GTEC universal board, joints to bestaggered with db board beneath

Vcl tape sealed at joist u/s

VCL to lap down onto floor deck

Flexible acoustic sealant below plasterboard

5mm resilient flanking stripAllow for 3mm Expansion joints

between Cement particle board

Rockwool insulation fire break

Continuous horizontal cavity barrierwith intumescent tape by envirowall

Expansion joint 10mm gap insheathing, mastic filled

Gebrik panel with prebondedinsulation; 10mm mortar joint

Resilient flanking strip

70mm Phenolic insulation byKingspan K5 or similar approved

650

PD

F cr

eate

d w

ith p

dfFa

ctor

y P

ro tr

ial v

ersi

on w

ww

.pdf

fact

ory.

com

Professional Professional

C o n o r J D a l y | P o r t f o l i o

Residential Architect/MakespaceArchitects

Project Apartments,CommercialRoad, LondonE2

Value 3.25millionapprox.

Duration 14months

Tasks -Projectarchitecton14-unitresidentialdevelopmentaspartofre-designundernewclient-Undertookafulldesignreviewonbeingappointedtotheprojecttodevelopthedesign/undertakecostanalysisexercisesrespondingtonewclientsneeds-Co-ordinatedallconstructiondrawingswithBuildingControl-Prepareddesignmanualforprojectrolloutandproducedconstructiondetails-Conductedsiteinspectionsandwasreponsibleforvaluationsandissuingcerificates-Liasedwiithcontractorandactedaspointofcontactforallon-siteRFIsandconsultantqueries.

LongSectionthroughdevelopmentshowing2residentialblocksandcourtyardatriumRenderoffrontelevationfromCommercialRoad

C O M M E R C I A L R O A D

LANDSCAPEDCOURTYARD

FIRST FL.

SECOND FL.

THIRD FL.

BED 1LIVING / DINING

LIVING / DINING

LIVING / DININGKITCHEN

GROUND FL.

EN-SUITEKITCHEN

KITCHEN

LIVING / DINING

KITCHEN

BASEMENT FL.

UNISEX TOILETWC

BED

FIRST FL.

SECOND FL.

THIRD FL.

LIVING / DINING KITCHEN KITCHEN LIVING / DINING

LIVING / DINING

FOURTH FL.

LIVING / DINING

OFFICE

FIFTH FL.

FOURTH FL.

FIFTH FL.

COMMERCIAL UNIT

RETAIL UNIT

KITCHEN

KITCHEN

GROUND FL.

BASEMENT FL.

COMMERCIAL UNIT

RETAIL UNIT

235

12

351

272

55

562

351

300

0

235

12

351

300

0

SECTION A-A

13

25 mm Timber deck ing on spreaders18 mm spreaders3 layers of 20mm Asphalt22 mm WBP Plyboard

110mm Celotex insulat ion TD3116 - toachieve U-value of 0.19W/m2k

Visqueen 1200 gauge - VCL layer

65mm Structural screed with Rft mesh

15 mm Floor f inish18 mm T&G Plyboard flooring

350 mm RC slab

25mm Insulation to be min 150Kg/m3Visqueen 1200 gauge layer

40 mm Leveling screed

113 mm Suspended ceiling

707

250mm (min) in-situ concretef loor s lab, 2400kg/m3

Robus t separating f loor e-fc-2with ff t 2 f loat ing floor system

18 mm T&G Plyboard

50x50mm cradle batten res ilient layer system

250mm (min) in-situ concretef loor s lab, 2400kg/m3

Handrail @ 1100mmhigh around sky light

25 mm Timber deck ing on spreaders18 mm spreaders3 layers of 20mm Asphalt22 mm WBP Plyboard

110mm Celotex insulat ion TD3116 - toachieve U-value of 0.19W/m2k

Timber firrings cut to falls

272

5

570

200

400170

357

LIVING / DINING

20mm Flexcel board +Polysuphide sealant

2 Layers slip strips

Water Bar

20mm Flexcellboard to Eng spec

Voltex water proofmembrane to Eng spec

2 layers of Vandex slurry appliedto inner retaining wall. To Engspec

2 layers of Vandex slurry appliedto inner retaining wall. To Eng

spec

50mm Isowool insulation

Cav ity barrier to f loor /wall junc tion by TDI

(UK) Limited. Flexiblecavity tray dressed

behind.

All voids between s lab & inner leaff illed with f lexible closer or sealent

All voids between s lab & inner leaff illed with f lexible closer or sealent

All voids between s lab & inner leaff illed with f lexible closer or sealent

All voids between s lab & inner leaff illed with f lexible closer or sealent

All voids between s lab & inner leaff illed with f lexible closer or sealent

All voids between s lab & inner leaff illed with f lexible closer or sealent

Halfen HIT -BQ-F90 250mmdeep to Eng spec & des ign

Halfen HIT -BQ-F90 250mmdeep to Eng spec & des ign

Halfen HIT -BQ-F90 250mmdeep to Eng spec & des ign

Halfen HIT -BQ-F90 250mmdeep to Eng spec & des ign

Balcony supported by Halfen insulatedsupports or s imilar, refer to Eng details.

Cav ity barrier to f loor / wall junctionby TDI (UK) Limited. Flex ible cavity

tray dressed behind.

18mm Plyboard on Timber joists toEng spec - Insulation betweenjoists (to M&E spec). Vapour controllayer 1 layer of Plas terboard withskim & emulsion f inish

Timber deck ing on spreaders . Insulationand membrane by Axter Wilotek t-Plus -

subcontractor to install.

Timber deck ing on spreaders . Insulationand membrane by Axter Wilotek t-Plus -subcontractor to install.

Timber fillet with Asphalt dressedover. Code 3 Lead f lashing to be

dressed over Asphalt.

Timber deck ing on spreaders.Insulat ion and membrane byAxter Wilotek t-Plus -subcontractor to install.

All handrails @1100mm high

250mm (min) in-situ concretef loor s lab, 2400kg/m3

Robus t separating f loor e-fc-2with ff t 2 f loat ing floor system

18 mm T&G Plyboard

50x50mm cradle batten res ilient layer system

250mm (min) in-situ concretef loor s lab, 2400kg/m3

Robus t separating f loor e-fc-2with ff t 2 f loat ing floor system

18 mm T&G Plyboard50x50mm cradlebatten resilient layer system

KITCHEN

KITCHEN

KITCHEN

Balcony supported by Halfen insulatedsupports or s imilar, refer to Eng details.

Balcony supported by Halfen insulatedsupports or s imilar, refer to Eng details.

Cav ity barrier to f loor /wall junc tion by TDI

(UK) Limited. Flexiblecavity tray dressed

behind.

Cav ity barrier to f loor /wall junc tion by TDI

(UK) Limited. Flexiblecavity tray dressed

behind.

Cav ity barrier to f loor /wall junc tion by TDI(UK) Limited. Flexiblecavity tray dressedbehind.

Cav ity barrier to f loor /wall junc tion by TDI(UK) Limited. Flexiblecavity tray dressedbehind.

Cav ity barrier to f loor /wall junc tion by TDI(UK) Limited. Flexiblecavity tray dressedbehind.

Cav ity barrier to f loor /wall junc tion by TDI(UK) Limited. Flexiblecavity tray dressedbehind.

NEW TIMBER TERRACE

NEW TIMBERTERRACE

226

ELECTRIC SLIDINGROOF GLAZING

TOUGHENED

Plyboard Hoarding withdiagonal battens

Aluminium capping

AREA IN ABEYANCE

Struc tural glass Juliet Balcony withinreveals of wall. Frameless system. byASD ELEGANCE.

Struc tural glassASD ELEGANCE.

Concrete 200mm Balcony.Timber deck ing on spreaders.Ensure concrete has shallow

fall within to disperse water.

Balcony supported by Halfen insulatedsupports or s imilar, refer to Eng details.

Concrete 200mm Balcony.Timber deck ing on spreaders.Ensure concrete has shallow

fall within to disperse water.

Concrete 200mm Balcony.Timber deck ing on spreaders.Ensure concrete has shallow

fall within to disperse water.

Concrete 200mm Balcony.Timber deck ing on spreaders.Ensure concrete has shallowfall within to disperse water.

Balcony supported by Halfen insulatedsupports or s imilar, refer to Eng details.

Concrete 200mm Balcony.Timber deck ing on spreaders.Ensure concrete has shallowfall within to disperse water.

Balcony supported by Schock insulatedsupports or s imilar, refer to Eng details.

200

200

261

6

200

281

62

616

372

3

200

261

6

200

261

6

200

Ancon f ix ings shot fired to concrete slab.Steel angle of ancon to take externalblockwork wall.

316

12mm Thermaline windowsurrour insulat ion.

Galvanised steel to Eng specwith concrete topping.

Galvanised steel to Eng specwith concrete topping.

Balcony to be supported of steelplatform. Eng to detail.

Balcony to be supported of steelplatform. Eng to detail.

1 6

307

3

All handrails @ 1100mm highStruc tural glass balcony.

All handrails @ 1100mm highStruc tural glass balcony.

Smoked glass toughened

All handrails @ 1100mm highStruc tural glass balcony.

All handrails @ 1100mm highStruc tural glass balcony.

Smoked glass toughened

All handrails @ 1100mm highStruc tural glass balcony.

All handrails @ 1100mm highStruc tural glass balcony.

Smoked glass toughened

All handrails @ 1100mm highStruc tural glass balcony.

All handrails @ 1100mm highStruc tural glass balcony.

Smoked glass toughened

Struc tural glass Juliet Balcony withinreveals of wall. Frameless system. byASD ELEGANCE.

Struc tural glass Juliet Balcony withinreveals of wall. Frameless system. byASD ELEGANCE.

Brilliant white, 25mm render by Webber.Finish to be Satin silk . Contractor to provide

1m2 sample to c lient before order. Renderto be self cleaning.

Brilliant white, 25mm render by Webber.Finish to be Satin silk . Contractor to provide1m2 sample to c lient before order. Renderto be self cleaning.

Brilliant white, 25mm render by Webber.Finish to be Satin silk . Contractor to provide

1m2 sample to c lient before order. Renderto be self cleaning.

Struc tural glass Juliet Balcony withinreveals of wall. Frameless system. byASD ELEGANCE.

Struc tural glass Juliet Balcony withinreveals of wall. Frameless system. byASD ELEGANCE.

Struc tural glass Juliet Balcony withinreveals of wall. Frameless system. by

ASD ELEGANCE.

Struc tural glass Juliet Balcony withinreveals of wall. Frameless system. by

ASD ELEGANCE.

Struc tural glass Juliet Balcony withinreveals of wall. Frameless system. by

ASD ELEGANCE.

1652

39 168

165

271

225

275

165 2

37167

499

1

152

9

3483

PD

F cr

eate

d w

ith p

dfFa

ctor

y P

ro tr

ial v

ersi

on w

ww

.pdf

fact

ory.

com

Professional

C o n o r J D a l y | P o r t f o l i o

Renderofrearelevation,NelsonStreet.

Imageofkitchenasbuilt,CommercialRoadblock

Floorplans-Ground/First/Second

19 0 0

1800

Residentialrefuse6.5M 2

2212* 3755 3120 2616*

420

04

830

313

06

000

662

0*6

000

471

02

100

2212* 3755 3120 2616*

210

02

800

541

05

210

A

1000

BASEMENTENTRANCE

D10.PU.4

EXISTINGCROSSOVER

C. UNIT - C2350 M2

ENTRANCETO RETAIL UNIT

ENTRANCETORESIDENTIAL BLOCK

FD60 FD60W1.C2.01.1D10.PU.2

D10.PU.1

ELEV B

1069

5173

1 900

1800

GROUND FLOOR PLAN

2130

2992

DISABLED WC3.8M 2C2-02

C

SERVICES ZONE INCLUDESVERTICAL DUCTING FORMECHANICAL VENTING TOGROUND FLOOR +BASEMENT - ALLOW FLOORTO BE KNOCKED OUT

LOADING LIFTTO BASEMENT

SD

SD

E

ME

SD

594 2084 2084 485 875 175 975 61610092

4117

4960

3425

A

G G

125

16

3066

SD

1325

6 531

2309

31 6 6

879

1054

1656

2000

1019

3241

3600

5200

Commercialrefuse

LOADING BAY20.0M 2

Lobby

BIKES7.8M 2

D4.PU.2FD60s

ALLOW FOR A 7.5tDELIVERY TRUCK

Eng to allow for truck for loading. Min 7.5

3384

1840

Level+11.770

Level+11.770

Level+11.770

Level+12.050

Level+12.050

Level+12.050

Level+12.050

Level+12.050

Level+12.050

Level+11.770

Handrail to both sides@ 900mm High

Pavement Level+12.050

Level+12.543

Pavement Level+11.770

SD

SD

EF

EF

EF

EF

EF

EF

EF EF

EF

EF

EF

EF

EFEF

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

Level+12.050

RAMP

F F

13

141516

17

18

20

19

12

11

961123 462

4805

181

1703

400

6359

3351

5168

1654

75 30

1000 250 1000

1022

H

B

contrac tor to place louvredpanel within opening.

contrac tor to ins tall de-mountable f ire resistantsmoke sealed panel for

access on to service riser

contrac tor to place louvredpanel within opening.

contrac tor to ins tall de-mountable f ire resistantsmoke sealed panel for

access on to service riser

8992

1.5M 2

3651

1125

1124

1900

Concrete stairs to be @ max170mm risers @ 250mm mingoing. Handrail to both s ides tobe 900mm height.

Concrete stairs to be @ max170mm risers @ 250mm min

going. Handrail to both s ides tobe 900mm height.

E

SD

6368

CONTRACTOR TO INSTALLLETTERBOXES FORCOMMERCIAL RD BLOCK

CONTRACTOR TO INSTALLLETTERBOXES FORCOMMERCIAL RD BLOCK

METAL GRILL TO BE AT FFL LEVEL TOALLOW MAX 2 PERSONS TO ENTER ANDWORK ON PLATFORM

METAL GRILL TO BE AT FFL LEVEL TOALLOW MAX 2 PERSONS TO ENTER ANDWORK ON PLATFORM

22

WALL TYPE C FA (FROM ABOVE)

3

TOPCRETE DENSEBLOCKWORK TO BE LAID ONSIDE WITH 1 LAYER OF 15MMFIRELINE PLASTERBOARDEACH SIDE WITH SKIM &EMULSION FINISH.

573

800

LOCATION OF DRY RISER SUBJECT TO M+E DESIGN & SPEC.LANDING BOX REQUIREMENT SUBJECT TO MLM APPROVAL

LOCATION OF DRY RISER SUBJECT TO M+E DESIGN & SPEC.LANDING BOX REQUIREMENT SUBJECT TO MLM APPROVAL

918

C22

1276

2721

1272

2330

797

400

1100

OPENING INCONCRETE FOR GASVENTILATION TODISCHARGE OUTSIDE

1010

STR

UC

TURAL

OPEN

ING

2000

1735

107

332

567

2 way swing

1846

1 63

1042

1011

1188

1015

2009

1117

3588

LOCATION OFDRY RISER INLET.

INSTALLATION OF DROPKEY SWITCH TOMANUALLY OPEN DOORSTO RESI UNITS

INSTALLATION OF DROPKEY SWITCH TOMANUALLY OPEN DOORSTO RESI UNITS

ENSURE SCREED IS SCRABBLED DOWNTO MATCH EXTERNAL PAVEMENTLEVEL TO FORM LEVEL THRESHOLD

ENSURE SCREED IS SCRABBLED DOWNTO MATCH EXTERNAL PAVEMENTLEVEL TO FORM LEVEL THRESHOLD

W1W1

255-259CommercialRoad

10481600115380017222400841

9563

C3-02

DOC M WC5.7M 2

OFFICE102.6M 2

C. UNIT -C3 111 M 2

C3-01

7367

120

29

831 24001920 16

00 1302

8052

1331

1578

UNIT - F13 BED123.0 M2

W1.F1.05.1W3.F1.06.1

1349

5141

2440

1859

900

1331

4 943

W5.F1.02.1 W2.F1.02.1

W4.F1.02.1

2007

2814

2560

5994

1676

9484

249CommercialRoad

SD

1000

2212* 3755 3120 2616*

420

04

830

313

06

000

662

0*6

000

471

02

100

2212* 3755 3120 2616*

210

02

800

541

05

210

SD

SVP

SD

C

HD

SD

FIRST FLOOR PLAN

HD

SD

SD

1118

A

A

C

3661

2975

4762

SERVICES ZONE WITHGOOSE NECK (OR SIMILAR)VENT TO MECHANICALLYVENTILATE GROUND FLOOR+ BASEMENT - ALLOWFLOOR TO BE KNOCKEDOUT

FD60sD0.PU.4

926

Coping Stone on DPC

FALL

FALL

FALL

FALL

FALL

FALL

A

ELEV B

A

G G

769

1536

9 26

1 100

2539

866

776

Level+ 15.833

926

Level+ 15.833

Level+ 15.833

ALL DRAINAGE OUTLET'S / GULLY'S TO BELOCATED & POSITIONED BY M&E CONSULTANT

ALL DRAINAGE OUTLET'S / GULLY'S TO BELOCATED & POSITIONED BY M&E CONSULTANT

LOW ENERGY FLOOR LIGHTSPROJECTING UPWARDS.

LOW ENERGY FLOOR LIGHTSPROJECTING UPWARDS.

LOW ENERGY FLOOR LIGHTSPROJECTING UPWARDS.

SD

SD

AREA = 97.2M 2

F F

1150

250 1000

4860

1525

4344

1637

B

All door opeings toA.O.V to be min of

30min f ire seperating& 2100mm High

AOV BY SE CONTROLSOR SIMILAR

1.5M2

1124

1900

Cav ity barrier to f loor /wall junc tion by TDI (UK)

Limited. Flex ible cavitytray dressed behind.

2 no. 15mm Soundbloc pb on 50x75 s.ws tuds . finished with sk im & emulsion finish

Concrete stairs to be @ max170mm risers @ 250mm mingoing. Handrail to both s ides tobe 900mm height.

Concrete stairs to be @ max170mm risers @ 250mm mingoing. Handrail to both s ides tobe 900mm height.

800

BO

ILE

R

1914

1076

450

999

CORDYLINE BANKSII X 1

MISCANTHUS X 1

PHORMIUM X 1

YUCCA X 1

CORDYLINE BANKSII X 1

LOCATION OF DRY RISERSUBJECT TO M+E DESIGN &SPEC. NOT TO BE WITHIN THESAME RISER AS BOILER FLUES.

LOCATION OF DRYRISER SUBJECT TOM+E DESIGN & SPEC.NOT TO BE WITHINTHE SAME RISER ASBOILER FLUES.

OPENINGS FOR VENTILATION TO BASEMENTTO BE GRILLED OVER AND SEALED UNTIL ENDUSER IS TO TAKE SHELL & CORE BASEMENT&GROUND. IT WILL BE THE END USER'SRESPONSIBILTY TO COMPLY WITH BUILDINGREGULATIONS AND PLANNING WHENPROPOSING/INSTALLING ANY VENTILATIONUNIT.

5172

BALCONY

BALCONY

ALL OPENINGS TO BE CAPPED WITH FORMWORKPLYBOARD. TIMBER UPSTAND AROUND OPENING.PLYBOARD TO BE FIXED DIRECTLY TO TIMBER WITH1 LAYER OF FELT.

ALL OPENINGS TO BE CAPPED WITH FORMWORKPLYBOARD. TIMBER UPSTAND AROUND OPENING.PLYBOARD TO BE FIXED DIRECTLY TO TIMBER WITH1 LAYER OF FELT.

ALL OPENINGS TO BE CAPPED WITH FORMWORKPLYBOARD. TIMBER UPSTAND AROUND OPENING.PLYBOARD TO BE FIXED DIRECTLY TO TIMBER WITH1 LAYER OF FELT.

1918

1100

1100

4432

3858

2275

TO BE FINISHED WITH 22MM PLYBOARD FINISH WITHDIAGONAL BRACING. TOO BE PRICED FOR.

LOC

AT

ION

FO

RBOILE

R FLUE'S

1 2 2 6

Secure Trellis with plant ing

WATER

FEATURE

1315

2000

LANDSCAPED GREEN AREA

31.8 sq. m

GRAVEL AREA

31.9 sq. m

'STEPPINGSTONE'

FEATURE

5142

Struc tural glazed balconies8274

FINAL LAYOUT FOR OFFICETO BE CONFIRMED.

CONTRACTOR TO FIT OUTFLOORING AND CEILING.CEILING VOID ALLOW FOR180MM VOID.

ADDITIONAL LAYER OFSOUNDBLOCPLASTERBOARD TO BEADDED TO CEILING

ALLOW FOR WATER PUMPAND WATER FEATURE.

STUDY

DW

1228

527

1571

3054

1056

2557

1494

239

2088

2757

DISABLEDREFUGE

1319

1226

2139

5247

698

764

26 6

2209

416 926

1870 1745

Toughened glasspartition to clients spec

4562

7264

F1-04

ENSUITE5.7M 2

KITCHEN

F1-05

BED 119M2

F1-06

BED 211M 2

F1-07

BED 214.2M 2

LIVING / DINING41.8M 2

F1-02

1421

428

1019

Stud wall c reated toc reate x3 openingsequally in height tocontain shelv ing fordisplays.

2462

1299

4007

1206

1301

2537

3719

3537

2388

1882

7 65

720

1702

1161

3565

2911

1521

6864

2567

2203

720

7591707

1122

620

1423

ROTATING SPHERE@450KG

13

50

2400

FD60sD0.PU.3

FIRST FLOOR PLAN

Installat ion of Refuge call point bySigtel Disabled refuge Alarm &communication sys tem. to BS 5839Part 9.

FD60s

Penetrations made through insulationand f looring for posts to s it on concretepads as per Eng spec & design.

SD

SD

100

1087

32643264

1088

F5-02

LIVING / DINING17.0M 2 F5-03

BED15.2M 2

KITCHEN9.1M 2

F5-04

BATH4.3M 2

FD30s

FD20

W5.F4.04.1 W2.F4.05.1W4.F4.06.1

UNIT - F51 BED52.9 M2

F4-02

BATH5.2M 2F4-03

KITCHEN6.1M 2

LIVING / DINING25.0M 2

UNIT - F42 BED72.3 M2

F4-04

F4-01

HALL9.1M 2

F4-05

BED 28.6M 2 F4-06

BED 111.7M 2

ENSUITE3.1M 2

D3.F4.02.1

FD20D11.F4.04.1

E

E

SD

SD

SD

SD

HD

HD

B

D

420

04

830

313

06

000

662

0*5

700

19 0 0

1800

2212* 3755 3120 2616*

420

04

830

313

06

000

662

0*6

000

210

02

800

F3-03

LIVING / DINING22.6M 2

KITCHEN7.0M 2

BATH4.3M 2

F3-02

F3-01

HALL3.5M 2

F3-04

BED13.9M 2

F2-03

LIVING / DINING20.9M 2

F2-04

STUDY11.2M 2 F2-05

BED 114.0M 2

UNIT - F21 BED65.4 M2

UNIT - F31 BED54.0M2

BATH4.3M 2

F2-02

KITCHEN7.2M 2

F2-01

HALL5.3 M 2

W5.F3.03.1

W1.F2.03.1 W2.F2.04.1 W3.F2.05.1

FD20

FD20

FD30s

FD30s

D3.F2.02.1

FD20

FD20

51

52

53

963 2400 1467

1600 10087438

176

59

5994

2560

800 2400 1085 800 2402 1600 1006

10092

120

40

4517

2477

8196

2677

1775

2577

2018

600

1775

2500

2600

85 1 9

826

37243010

4718

826

826

1074

1470200

1100

249CommercialRoad

255-259CommercialRoad

SECOND FLOOR PLAN

ELEV C

ELEV D

E

E

HD

HD

SD

SD

SD

C/B0.5M 2

565

A

G G

ELEV B

A

926

Level+19.449

Level+19.449

Level+19.449

Level+19.449

Level+19.449

Level+19.449

471

0

2212* 3755 3120 2616*

210

05

410

521

0

841 24001722 800 115

3 16001048

9563

9848

8 098

821 24001791 800

1104 16001108

9624

7372

106

94

3898

2675

3571

15 9 0

1790

3000

8 264 869

6766

1 9 4 9

2129

1150

1800

1900

3526

1899

2120

31553195

3295

SD

SD

54

BALCONY7.4M 2

BALCONY11.2M 2

F F

750

E

SD

2027

1984

1857

1532

3456

3709

1676

4343

999

15 2 5

1654

B

All door opeings to A.O.V to bemin of 30min fire seperating

Contrac tor to place louvredpanel within opening.

Cav ity barrier to f loor / walljunct ion by TDI (UK) Limited.

Flexible cavity tray dressed behind.

Cav ity barrier to f loor / walljunct ion by TDI (UK) Limited.

Flexible cavity tray dressed behind. 1.5M 2

1124

1900

1125

1900

Cav ity barrier to f loor /wall junc tion by TDI (UK)

Limited. Flex ible cavitytray dressed behind.

Concrete stairs to be @ max170mm riser @ 250mm mingoing. Handrail to both s ides tobe 900mm height.

FD20

3103

1466

2700

2100

826 826

1606

2507

1328

3154

27 7 0

5437

2866

3 5015 34

4035

826

826

1047

353

0

826

2375

209

5051

1443

2048

895

DW

FR

C

C

C

3476

4613

600

1565

3051

600

470

FR 1000

926

2076

1100

1100

1330

8894

1331

600

SECOND FLOOR PLANHandrail/ railings & glass panels to c lient spec & design.Contrac tor to confirm with client before any orders are placed.

Handrail @ 1100mm high

LOC

AT

ION

FO

RBOILE

R FLUE'S

LOC

AT

I ON

FO

RB

OILER FLUE

'S

FD20D11.F4.04.1

FD20

Struc tural glazed balconies8274

587

786

2037

626

710

All door opeings toA.O.V to be min of30min f ire seperating.AOV door to be by SEcontrols or s imilarapproved.

LOCATION OF DRY RISERSUBJECT TO M+E DESIGN &SPEC. NOT TO BE WITHIN THESAME RISER AS BOILER FLUES.

LOCATION OF DRY RISERSUBJECT TO M+E DESIGN &SPEC. NOT TO BE WITHIN THESAME RISER AS BOILER FLUES.

1084

1085

1133

PD

F cr

eate

d w

ith p

dfFa

ctor

y P

ro tr

ial v

ersi

on w

ww

.pdf

fact

ory.

com

Professional Professional

C o n o r J D a l y | P o r t f o l i o

Cultural Architect/MakespaceArchitects

Project HackneyRoadMosque, LondonE2

Value 1.1million

Duration 8months

Tasks -Supervisedprojectconstructionasarchitectondesignteamon contemporaryMosqueextensionandrenovation.-Developedthedesignwiththeclientaroundtheprogrammatic requirementsoftheschemeandtookcontrolofsubsequentplanningpermissionsthrought0successfulgranting.-Responsibleforon-siteinspectionsandinspectionofwork-Involvedinissuingcerificatesandcontractvaluations-Liasedwithcontractorandactedaspointofcontactforallon-site

RFIsandconsultantqueries.

RendershowingcomtamporatoryextensioninrelationtoexistingVictorianbuilding

Southernelevationofexistinghouseandextension RenderofsouthernelevationhighlightingIslamicintervention

Professional

C o n o r J D a l y | P o r t f o l i o

Residential Architect/MakespaceArchitects

Project HouseonChalcotRoad LondonNW1

Value 850,00

Duration 6months

Tasks-ProjectarchitectforextensionandrenovationofbasementfloorofGeorgiantownhouse-Successfullyconceivedanddevelopedprojectwithindemandingprogrammeincludingpreparationofallplanningapplications,presentations,and3dvisualisations-Producedfulltender,constructiondrawingsandscheduledocumentationandmanagedtenderingprocess-Liasedwithandensuredco-ordinationbetweenallconsultants,whileoverseeingallworkswithparty-wallsurveyorandbuildingcontrol.

Flat roof

Neighbouring Garden No. 30 Chalcot Road

Neighbouring Garden No. 28 Chalcot Road

No.29

Neighbouring Property No. 30 Chalcot Road

Neighbouring Property No. 28 Chalcot Road

Proposed Roof Plan

No. 31

No. 29

Boundary

new rwpSVP1

SVP2new rwpNewWP

Boundary

New skylight - double glazedtinted glass

Existing WP from f lats aboveWP

New WP to take waste water fromf lats above with new pipe laid over

f lat roof

2243

560

2544

Existing RWP discharge onto f latroof

Planting Beds

REA

R W

ALL

TER

RAC

ES

STR

EET

ACC

ES L

INE

STR

EET

ACC

ES L

INE

2544

ADJO

ININ

G

CO

NSE

RVA

TOR

Y

A

Vault No. 2

Vault No. 3

PLAN Proposed Ground Floor Plan

BATH

SHOE STORAGE

1 2

2A 2B

3

3A

4 5 6

A

H C1

-930

0.00

V

FIRE-BOX f lue

-510

900

2400

900

SHOWER ROOM

6733 2514 3649 1984 2054 4102 2040 2260

650

631

No. 31

No. 29

Boundary

New boundary wall rebuilt

NOTE:Refer to drainage plan for details of drainage

New WP picking up f lats above

boiler 650

1050

KITCHEN

bench

bench

800

2158

island 2.2x900

1050

716

skylight 2.2x560

fridgefrz

P

600

1269

TAP

TAP

1050

Boundary

Folding sliding doors

820

600

1800

2000

515 300

650

1322

892

-510

-930

UP

815

Fixed glass

1538

811

1202

300

18001050 82

8

5278

0 500 1 2 3 5m

YG

FFL=0.000FFL=-0.510

MH02-Ref to Drainage plan MH01-Ref to

Drainage plan

B

B

C

C

D

D

E

E

G

G

F

F

BBQ

1800

Water feature

1500 3000

-510-1020

450

688

2400

ShedFP

flue

2779

flue

6451

steps

Glass door

Existing staircase retained

Steel post to SE spec (both sides)Brick nib removed, structurally supported to SE details

Vault No. 1

1933

Existing timber doors replaced with window - toughened glass

H

steps

Relocate gas meter to built in storage unit

New openings between vaults, structure to SE details

Vaults fully lined with drained cavity tanking system (Newton or similar) by approved contractor with warranty. Plasterboard + skim f inish

813

2278

1022 99

0

Glass door

312

Provide gas supply

sink

slot

dra

in

3112

TAP

New cavity wall - 100mm block internal, 100mm cavity with insulation, brick external skin

Yard gulley to sumppump to manhole

In situ concrete benchand planters

In-situ concrete formed waterfeature, lined with waterproof

concrete/ screed

Polished concrete f loor togarden

Concrete worktop

fall to floor gulley

Water proof polished screed f loor throughout - contractor to recommend mix/ sealant to be approved

TAP

2800

oven

1500

Concrete worktop and concrete moulded sink

Grassed area - contractorto ensure effective soak

away

WM DRY

Flue to tap into existing cooks f lue 578

Steel ships ladder with handrails both sides

ClientSiteTITLE

Dwg No.DateScaleSheet size

Heidi29a Chalcot Rd NW1 8LN

PROPOSED GROUNDFLOOR + ROOF PLAN

1180-50-10020.09.12

1:50A1

copyright makespace architectsUnit 9 51 Derbyshire St London E2 6JQt: 020 7729 6022 e: curious@makespace.co.ukwww.makespace.co.uk

Rev Notes Date By

FOR TENDER

Checked

These drawings have been prepared for Building Regulatiion compliance and Tender purposes only, and SHOULD NOT BE USED FOR CONSTRUCTION. If they are used, any discrepencies / lack of information that results is not the responsibility of the architect.

All dimensions (especially head heights / clearances of new starcases / windows / doors) to be checked on site prior to any orders being placed & the commencement of any works.

DO NOT SCALE OFF DRAWING.

All drainage to contractors / M&E design and to L.A. approval.

All services supply & installation to be arranged & installed by contractor to LA approval.

These drawings do not necessarily comply with Local Authority Building Regulations and should be checked & appoved prior to any works on site.

Planning permission is to be obtained on all relevant works prior to implementation.

All work to be carried out in accordance with Building Regulations and to DS approval on regular inspections organised by contractor.

Renderofinternalviewthroughkitchenarea

Groundfloorplan Cesigndevelopmentmodel

Professional Professional

C o n o r J D a l y | P o r t f o l i o

Professional

C o n o r J D a l y | P o r t f o l i o

PAVEMENT

PROPOSED FINISHED CELLAR LEVEL

250

2

205

0

275

5

1623

EXISTING FLOOR LEVEL

EXISTING FLOOR LEVELRETAINED

153

0

872

166

4

FLOOR BUILD UP TYPE B -65mm polished screed overunderf loor heating pipework on100mm insulation on tanking onconcrete slab on hardcore to SEspec

WALL TYPE B - Drained cavitytanking system to walls, ceillingand f loor, by Newton or similar

Insulation and plasterboard liningto walls and ceiling

Existing brick corbels cut off to SEspec

Undepinning + ground slab to SEspec

Drain channels + sump pumpdetails and location tomanufacturers spec

Existing timber door replaced withtoughened glass windows, cillraised with stock brick to match

Existing window replaced withnew, head height reduced andnew lintel installed to SE spec

Existing door replaced with newexterior hardwood timber door and

fanlights, toughened glass

SECTION H - THROUGH NEW FRONT

WINDOW AND VAULTS

FLOOR BUILD UP TYPE A -65mm polished screed f inish on

100mm insulation on concrete slabon DPM on sand blinding on

hardcore. Screed to have have25mm perimeter insulation all

around

WALL TYPE A - 40mm insulationplasterboard on all perimeter walls

Ceiling build up type A

10

12

17

73

Underpinning to SE details

Delta membrane egg crate tanking system applied to wall / f loor / ceiling of

vaulted rooms.

85mm Celotex GA4000 insulation

12.5mm Gyproc plasterboard with skim f inish

Removal of corbel foundations subject to SE design and spec

40mm perimeter drainage channel to be installed

All channels to be directed to sump pump - Allow for Sump pump externally

500 Gauge Polythene sheet DPC

USED FOR CONSTRUCTION. If they are used, any discrepencies /

lack of information that results is not the responsibility of the

architect.

All dimensions (especially head heights / clearances of new

starcases / windows / doors) to be checked on site prior to any

orders being placed & the commencement of any works.

DO NOT SCALE OFF DRAWING.

All drainage to contractors / M&E design and to L.A. approval.

All services supply & installation to be arranged & installed by

contractor to LA approval.

These drawings do not necessarily comply with Local Authority

Building Regulations and should be checked & appoved prior to

any works on site.

Planning permission is to be obtained on all relevant works prior

to implementation.

All work to be carried out in accordance with Building

Regulations and to DS approval on regular inspections organised

by contractor.

EXISTING FLOOR LEVEL

NEIGHBOURING ENTRANCE

PAVEMENT

NEIGHBOURING APARTMENT

EXISTING FLOOR LEVEL

PROPOSED FINISHED FLOOR LEVEL

PROPOSEDFINISHED CELLARLEVEL

EXISTINGFLOORLEVEL

Detail 11

2

2 A 2 B

3

3 A

4 5 6

2514 3649 1984 2054 4102 2040 2260

250

5

250

0

202

9

200

5

219

5

240

0

316

93

0

51

0

23

05

NOTE:Refer to drainage plan for details of gradients/ sizes/ positions

Existing drainage runs

New drainage

33

9

Location of Shower wall

20

6

Code 4 lead f lashing dressedunder brick parapet

Brick parapet

Flush glass roof light by theRoof light Company or similar f itted

to manufacturers instructions

CEILING TYPE A - Existingceiling lining stripped out,Rockwool Acoustic insulationplaced between existing f loorjoists and 1 layer of 15mmsoundbloc plasterboard liningf itted on resilient bars

WALL TYPE B

FLOOR TYPE B

Form recess for LED srtipdownlight

MH02 and new drain 150dia @ 1:80

Existing drain + manhole

60

5

12

40

Sand & cement 75mm screed with A142 mesh. Screed to have Polished

f inish

FLOOR DETAIL

Warmaf loor underf loor heating system (wet). Clip rail system with pipes

at 200mm centres

85mm Celotex FF4000 insulation

25mm Celotex XR4000 insulation

Concrete slab to Eng spec & design

10mm Movement joint

300mm hardcore MOT type 1 compacting down ground

25mm sand blinded hardcore

TAIL 05

Sectionthroughlowercellararea Detailthroughstairsjunction Detailthroughcellarfoundation

LongSectionA-Afromreargardenthroughtocellar

Professional

C o n o r J D a l y | P o r t f o l i o

Residential ArchitecturalAssistant/MakespaceArchitects

Project PainesLane, LondonHA5

Value 275,000

Duration 5months

Tasks-Performedroleasjob-runnerthroughoutproject-ManageddesigndevelopmentfromconcepttoRIBAworkstageDofcontemporaryextensiontoArtsandCraftsstylehouse-Produceddesignpresentations,models,rendersanddrawingsforpresentationtobothclientandplanningauthority-Collaboratedextensiveresearchonconservationareaandlocal

planningpolicyaspartofproductionofplannningapplication.

SitePlanshowingcontextwithinconservationareaModelproducedduringdesigndevelopmentRendershowingdesigndevelopmentoffacade

Renderofproposedextensionincontext

Professional Professional

C o n o r J D a l y | P o r t f o l i o

11309

4903

LIVING SPACE21.1M2F1-02

CHILDREN'S 'DEN'13.2M2F1-05

LOBBY1.8M2F1-01

KITCHENETTE2.6M2F1-03

BATH2.4M2F1-04

STO

RAG

E

'SIT

ON

'STO

RAG

E

9503535668EXISTING OPENING

1430

243

EXISTING OPENING3683

EXI

STIN

GO

PEN

ING

4430

373

D2.F1.04.1969

726

540 900

810

D1.F1.01.1

1378

3105

4333

4514

4333

1668

700

292

863

SVP

E

SD

HD

2905

868

836

836

F1GR. FL. + MEZZ. FL.42.9 + 17.8 = 60.7M2

11309

W3.F1.05.1W1.F1.02.1

W2.

F1.0

2.1

11309

4903

75263651

4398

373

11177

W1.F1.02.1

W4.

F1.0

2.1 STORAGE

5.2M2F1-06

MEZZANINE12.2M2F1-07

BOOK SHELVING

BOOK SHELVING

STO

RAG

E

DOUBLE HEIGHTLIVING SPACE

D3.F1.07.1

OUT LINE OFROOF LIGHT

4333

1642

863

848

2902

2293

1967

1967 1350

1425

936

A

FD60

A

A

A

A

B

C

C

C

C

C

C

C

C

C

C

A A

A

A

Level+100.00

Level+99.34

Level+102.29

Level+101.82OUT LINE OF

ROOF LIGHT

RWP

RWP

RWP

RWP

A A

B

B

B

B

A A

C

C

C

C

1630

W1.F1.02.1

294

836

868

672

250

N

Handrail to one side. 900mm high of pitch ofstair. Handrail to be Oak finish, with stainlesssteel fixing to wall.

1146

Concrete Lintel above opening. tobear min of 200mm on each end.

863

Allow for levelling floor andlaying min 20mm Engineered

Timber Walnut flooring.

Allow for levelling floor andlaying min 20mm EngineeredTimber Walnut flooring.

NEW WALL700

Structural glassbalustrade @1100mm high

Allow for DPC within course 150mmabove new concrete slab level.

D2.F1.04.1

2090

LIVING SPACE

CHILDREN'S 'DEN'

LOBBY

1100

674

W2.F1.02.1 271

1

2235

891

165300

MEZZANINE

W6.F1.08.1 W6.F1.08.2

11309

STO

RAG

E

STORAGE

25mm Floor finish on18mm chipboard on200mm Joist infilledwith 100mm Rockwoolinsulation on 15mmGyproc plasterboard

W5.F1.02.1

EQEQEQ

BO

UN

DAR

YLI

NE

Assumed level of existing footing. Allow forinvestigative works for depth of footing.Underpinning required to contractors/Engineers design. Note this is onneighbours party line, any damage will needto be made good.

25mm Engineered timber Walnutflooring and build up, placed ontoscreed. Polythene 500 Gaugeseparating layer on Celotex GA400070mm DPM Polythene, 1200 Gaugelayer on concrete. 250mm concrete slabto Contractors spec & Design.Polythene separating layer on 25mmSand blinding on min 300mm MOT type1 Hardcore

SLAB

HARDCORE

Timber stairs. Walnut Riser & goings

Structural glass balustrade.

connectors to be concealedwithin floor joists.

50mm Celotex insulation board

Foundations to Contractors spec

DPC

DPM high performance dressed up Engineering brick.

2040

120mm MDF Chamferedskirting. Painted white.

Allow for x3 coats ifemulsion on skim

PD

Fcr

eate

dw

ithpd

fFac

tory

tria

lver

sion

ww

w.p

dffa

ctor

y.co

m

Residential ArchitecturalAssistant/MakespaceArchitects

Project Outhouse,PainesLane, LondonHA5

Value 125,000

Duration 4months

Tasks -Follow-onprojectfromPainesLaneextensionagainactingasjobrunner-Developedconcepttomaximiseusablespacewithinboundariesofpermitteddevelopmentrights-Producedfullsetofconstructiondrawingsandworkingdetailsforpurposesofbuildingcontrolandtender.Completedfullbuildingscheduletoreadinconjunctionwithdrawings.

-Managedtenderprocessthroughtoawardingofcontract

AxonometricofpublicstepsandviewingspaceSection-Constructionset

Conceptsketchofinternallayout

FloorPlans-Constructionset

Professional

C o n o r J D a l y | P o r t f o l i o

Academic / Leisure ArchitecturalAssistant/MurrayOLaoireArchitects

Project AnTailteann, MaryImmaculateCollege, Ireland

Value 10.5million

Duration 3months

Tasks-Memberoflargemulti-disciplinarydesignteaminvolvedoninternationalawardwinningproject.-Preparedconstructiondetailsandwasresponsibleforexteriorhard-landscapinganddrainagedetails.-Assistedwithrespondingtoon-siteRFIsandprojectsnagging-Produceddesignpresentations,models,rendersanddrawingsforpresentationtobothclientandplanningauthority

Lower-groundfloorPlan

Imagefromplayingpitchesshowingnorthelevationandmainplaza

Axonometricofpublicstepsandviewingspace Imageofmainentranceandpublicplaza

Professional Competition

C o n o r J D a l y | P o r t f o l i o

Cultural Architect/MakespaceArchitects

Project FRIDAYSATURDAYSUNDAY

DesignWorkshoptodesigna Tri-partiteWorshipSpace-Enclosingachurch,mosque,andsynogogueinoneelement-Contemporyspacemaintainingdesignandcustomsofallthree religionsintorunconcurrently-FeaturedinRIBAJournalDecember2011-Involvedindevelopmentofconceptdesignandreponsiblefor

productionofdrawings,design,presentations,3dvisualizations,n

e

119.0

se

0m 10m

friday/ saturday/ sunday

axis1:100 @ A1

oct 2011

Rendershowingmainhall

FloorPlanExternalRender

Diagramofaxes

Diagramaticuseplan

Competition

C o n o r J D a l y | P o r t f o l i o

Community Architect/MakespaceArchitects

Project Europan11

WATERSPACE EastWall,Dublin,Ireland

-BasedonthethemeofIdentity-thisurbaninfillsitesituatedinthedilapidatedEastWallareaofDublindocklandswithabrieftocreateasustainablecommunity-Interventionformedaroundthere-establishingtraditionalwatercoursesintheregionandintroducingwaterasasustainabledesignelementtointeractwiththesiteondifferentscales-Finalentrycommendedbyjudgesforinnovativeuseoftraditionalnaturalresources.

Tasks-Leadprojectteamof3members-delegatedallprojecttasksandco-ordinatiatedworkflowofteammembers.-Oversawdevelopmentofdesignconceptandmanagedpresentationandcompetitionsubmissiondocuments.

Perspectiveviewfromsea-waterspatopublicplazashowingtheinternal/externalinteractionofscheme

Sectionthroughsunkenpublicplazaintheheartoftheschemeshowinggalleryspaceandsea-waterspa

Masterplanofscheme

Competition Competition

C o n o r J D a l y | P o r t f o l i o

RESERVE

NAVETTE

CERN

RESERVE

NAVETTE

CERN

2516

mm

1500:PLAN

fghfgjdghjd

5 set down space near future CERN building

10 short stay parking spaces

5 set down spaces

3 Disabled parking spaces

4 shuttle bus set down spaces

50 communal cycles, 50 cycle spaces

2 coach set down spaces

Multi- vehicle turning circle

2516

mm

Cultural Architect/MakespaceArchitects

Project Internationaldesigncompetition

CERNpublicspacesmasterplan, Meyrin,Geneva,Switzerland

-UrbandesigncompetitionmasterplanningpublicspaceonthemaincomponentoftheCERNnuclearresearchcampus,Geneva-Competitionbriefwastoredefinemainvisitorareaandcreate landmarkfocalpointthatrespondstoexistingvisitorreceptionandpublictransportlinksandproposedInnovationcentre

Tasks-Involvedfromconceptstageanndmanagedthedevelopmentofpreliminarydesignideastofinalpresentation-Establishedbriefandtargetsforcompetitionsubmission-Supervisedandco-ordinatedprojectteamof2juniorstaffmembers

Imageofphysicalmodelfordesigndevelopment

Masterplanofpublicspaceincludingfragmentedrouteway

Renderofinterventionshowingpublicroutewayandreceptionbuilding

Academic

C o n o r J D a l y | P o r t f o l i o

1 2 3 4 5 6

A

p r

d e t a i l ss e g e m e n t e d s e c t i o n 1:50

j u n c t i o n w i t h e x i s t i n g w a l l1:50

s e c t i o n t h r o u g h w o r k i n g y a r d1:50

g a l l e r y s e c t i o n1:50

B

C

Dc i r c u l a t i o n i n

Wall Construction [Detail A]Metal flashing Reconstituted stone capping 120mmOn exsiting wallMetal steel C section for drainage 190 x 180 x 15mmInsulation 60mmSteel covering plate welded to Corten beam 12mmIPET parallel corten Steel section 355 x 302mmSelf supporting structural unitized curtain wall system -Fitting bracket bolted to beam

Floor Construction [Detail D]Weatherproof corten sheet steel 4000 x 2500 x 15mm - 20mm jointsHorizontal fixing, steel angle - connected to sub-structure and faade plates via bolds welded onInsulation 100mmHEM Wide flange heavy duty steel beam 990 x 302mmSlimfloor steel beams w. precast aerated concrete slabs 225mmVapour barrierScreed covering 60mmTimber battens 10mmWooden Floorboards 16mm

perspective of internal court

north elevation 1:2000 [approx.]

StructureDiagram showing dore supporting portalframe to span cantilever

HEM Wide flange heavy duty steel beamThickness 900mm supporting 225mmslimfloor beams

Tension cables to tie structure and in collarboration with extended foundations atfulcrum to counteract torsional forces

perspective of internal court

north elevation

series of concept models

segmented section

Cultural DublinSchoolofArchitecture

Project NationalSculptureFactory atCustomHouseQuay,Cork

ThesisProject, DublinSchoolotArchitecture. DITBoltonStreet

-ThebriefwasestabvlishedtorejunvenateahistoricyetdilapidatedsiteontheperipheryofCorkcitycentrebystitchingitbackintothedeterioratingbuiltenvironment.-Theclientwasselected-theNationalSculptureFactory-acollectivethatprovideslocalartistswithwork-spaceandfacilitiesfortherealisationoftheirownprojects.-Achallengingprogrammehadtoconsistofbothflexiblework spacestoallowtosculpterstocreatewithoutdistractionalongsideapublicandcompemptoryexhibitionspaces-Anyinterventionhadtoworkwiththeexistingfootprintofthebondedwarehouses-aprotectedstructure-andbesympathectictothearchitecturalstyle.-Are-interpretationoftheinternallayoutcreatedenclosurestodefinedifferentactivitieswhileengagingtheexistingstructureasadevicetogroupanddivideuses,whilethequayperformstheroleofbothpromenadeanddisplaycase

site context

Concept sketches : Intergration, permeability, functionality

National Sculpture FactoryCustom House Quay, Cork

The main focus of the project is to reju-venate the historic site of the city, where

the Cork bonded warehouse are situated, while trying to re-intergrate the dock-lands, rapidily declining into a state of

delapiation, back into the city.

For the client, the National Sculpture Fac-tory, is it an chance to provide a contem-

pory and exible space for the realiza-tion of sculptural projects of differing

scale for artists, and to act as a forum for interaction with the public in the form of

a venue for events, lectures, discussions and most importantly display

RenderfromHorgansQuayshowingmainexhibitionspaceextrudingovertheexsitingwarehousewall.

Seriesofexploratorymodelsinvestigatingtopicssuchasinteractionwithexistingbuiltenvironment,urbanstitchingandrejuvenation

S

iteplanwith

urban

grainsh

own

Academic Academic

C o n o r J D a l y | P o r t f o l i o

00 1:200

level 0 1:1000 [approx]

East Section 1:1000 [approx]

Groundlevelplan

LongsectionAAthroughsite[Facingeast]

Academic

C o n o r J D a l y | P o r t f o l i o

1 2 3 4 5 6

A

p r

d e t a i l ss e g e m e n t e d s e c t i o n 1:50

j u n c t i o n w i t h e x i s t i n g w a l l1:50

s e c t i o n t h r o u g h w o r k i n g y a r d1:50

g a l l e r y s e c t i o n1:50

B

C

Dc i r c u l a t i o n i n

Wall Construction [Detail A]Metal flashing Reconstituted stone capping 120mmOn exsiting wallMetal steel C section for drainage 190 x 180 x 15mmInsulation 60mmSteel covering plate welded to Corten beam 12mmIPET parallel corten Steel section 355 x 302mmSelf supporting structural unitized curtain wall system -Fitting bracket bolted to beam

Floor Construction [Detail D]Weatherproof corten sheet steel 4000 x 2500 x 15mm - 20mm jointsHorizontal fixing, steel angle - connected to sub-structure and faade plates via bolds welded onInsulation 100mmHEM Wide flange heavy duty steel beam 990 x 302mmSlimfloor steel beams w. precast aerated concrete slabs 225mmVapour barrierScreed covering 60mmTimber battens 10mmWooden Floorboards 16mm

perspective of internal court

north elevation 1:2000 [approx.]

StructureDiagram showing dore supporting portalframe to span cantilever

HEM Wide flange heavy duty steel beamThickness 900mm supporting 225mmslimfloor beams

Tension cables to tie structure and in collarboration with extended foundations atfulcrum to counteract torsional forces

perspective of internal court

north elevation

series of concept models

segmented section

Renderofpublicenclosurefacingexhibitionspace

Axon

ometricdiagram

ofprogrammaticelem

entsofprojectSectionalcuttingthroughworkspace/privateenclosure/

offices/publicenclosuretohighlightkeyjunctions