Page 1

Fernando Rubio

ru8io@outlook.com 07835218664


Personal Information First Name / Surname: Fernando Rubio Address: Flat 14 Barrett Court, 1 Dobson Walk, SE5 7FL Nationality: Spanish Date of Birth: 03.04.1980

Work Experience 09.2016 - Present Senior Architect @ PRP Ltd, UK 08.2015 - 08.2016 Project Architect @ Levitt Bernstein, UK 09.2013 - 08.2015 Project Architect @ Autor Ltd. London, UK 06.2009-03.2013: Architect @ Irwin Kritioti Architecture. Nicosia, Cyprus 10.2006 - 01.2009: Architectural Assistant @ TP Bennett LLP, London, SE1 0NE, UK 07.2004 - 05.2005: Architectural Assistant @ Tabuenca-Saralegui & Associates, Pamplona, Spain 06.2005 - 08.2005: Internship @ Walter von Lom Plannung Gmbh, Cologne, Germany

Education & Training 09.1998-09.2006: Architecture (MArch.) School of Architecture of the University of Navarre, Pamplona, Spain Additional Information: 2018 received 3rd prize Award in internation layout competition Attended: 2010 “+ x -� International Congress participating Renzo piano, Jacques Herzog, Glenn Murcutt... 2004 received Award for master plan urban development in Tudela, Spain

Computer Skills Revit: Advanced Autodesk Autocad 2d & 3d: Excellent Vectorworks: Excellent Indesign CS5: Advanced Photoshop CS5: Advanced Illustrator CS5: Intermediate Sketchup: Advanced Artlantis 3d: Intermediate Microstation: Basic

Languages English: Fluent German: Intermediate (Goethe-Zertifikat Mittelstufe B2) French: Intermediate Greek: Intermediate Spanish: Mother tongue


Kenavon Drive, 795 Units, Reading, UK

GRID REFERENCE

SECTION REFERENCE

Block Ref

ELEVATION REFERENCE

Section Ref

00 8888

8888

Grid Ref

1430.3*

The contractor is responsible for checking dimensions, tolerances and references. Any discrepancy to be verified with the Architect before proceeding with the works. Where an item is covered by drawings to different scales the larger scale drawing is to be worked to. Do not scale drawing. Figured dimensions to be worked to in all cases.

PLAN CALLOUT / DETAIL REFERENCE Plan Ref

Elev Ref

1

X-8

1

8888

CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record

last 4 digits of drawing no. Project/author/level/zone data as this drawing:

DIMENSIONS:

Dimensions are to Structure (face of Light guage steel Frame stud or concrete)

1430.3*

All intellectual property rights reserved. Sheet location: O446-AA5990C-E-ZZ-A-EAST.rvt

Dimensions to finishes or face of brickwork.

* Denotes non-standard brick dimension.

E-D

E-E

E-F

E-G

4306

E-H

SPOT LEVELS:

2

Plan

4520

Elevation

1 33740

7322,5

Key Plan

ADJACENT DRAWING REF': Detail no. / last 4 digits of drawing no. Project/author/level/zone information as this drawing:

Spot Level Prefixes: SSL indicates structural slab level FFL indicates top of screed

PRP

X/XXXX

1135

2015

2935

450

1787,5

1135

1677,5

2935

1677,5

1135

1677,5

2935

1452,5

1135

1567,5

1135

3137,5

1135

1677,5

1135

1800

1677,5

1135

WIN TYPE

ID10 FD30S / VP

W10

7317,5 PW 01

EW 01a

RWP B

11935,5

PW 03

T1/ 37 /N WN009A1

EW 01a

Lift 01 (FF)

250

PW 01

CD01 FD30s/sc

1675

3748

CD01

1020

PW 01

FD30s/sc

1020189,5

2621

1020

CD01

CD01

FD30s/sc

FD30s/sc

4308 4270

Balconies Projecting Balconies Recessed Balconies Concrete Bathrooms Ceilings Curtain Walls Doors External Doors Internal Floors Louvres Precast Elements Julliet Railings Roofs Walls (External) Walls (Internal) Walls (Party) Windows Terraces

240 626

EW 01a

T1/ 37 /N WN003E1

SVP SS VP AAV OF O/F

7332,5

240

1

4308

7332,5

240

PW 01

PW 01

1675 174,5

240 365,5

138 E3-01-07 F253-A-2B4P

6810

240

PW 01

1677,5

EW 01a

7989,5

6750

137 E3-01-06 F126-A-1B2P

T1/ 37 /N WN003E1

1

4304

EW 01a

T2/ 28 /N WN003E1

T2/ 28 /N WN004F1

EW 01a

EW 01a

T2/ 28 /N WN003E1

T2/ 28 /N WN004F1

EW 01a

T2/ 28 /N WN004F1

EW 01a

T2/ 28 /N WN003E1

EW 01a

EW 01a

100 RWP - Circular

RWO

Rainwater outlet

*

Denotes Non Brick Dimension

Brick Special BR/SR

RWP B

Tv2/ 28 /N DE041

EW 01a

RWP B

EW 01a

DM

Soil vent pipe Stub stack Vent pipe Air admittance valve Roof overflow Rainwater overflow below balcony decking 100 RWP - Square

Rainwater outlet below balcony decking RWOp Parapet rainwater outlet RWOph Parapet rainwater outlet into hopper

8870,5

PW 01

1135

Core

Level

KEY DRAWING REFERENCES

1 Bed 2 Person

Title of Drawing Series Gridline Setting-Out Building Co-Ordinates Plot Location Plans GA Plans GA Elevations GA Height Rods GA Cores Dwelling Plans Strategies Fire Princip[als Drawing Materials External Wall Types Party Wall Types Internal Wall Types Floor Types Roof Types Detail Studies Sub-structure Details Fenestration Details Envelope Details Roof Details Internal Wall Details Balconies Canopies Metalwork Door & Window Types Internal Doors Bathroom Types Timber Stairs

P-Private Sale Tenure: S-Shared Ownership A-Affordable Rent

MJ

Wall integrated Bat/Swift Refuge

FFG - Future Floor Gully FFO - Future Floor Gully Connection Above Slab FG - Floor Gully PG - Podium Gully Denotes location of movement joint.

DRi

Dry Riser inlet

DRo

Dry Riser outlet Service opening over door. Extract vent duct

EV TD

Threshold Drain (Refer to details for spec)

IG Internal Guarding OG Obscured Glazing AOV Automatic opening vent to stair FRS Fall Restraint System TOC Top of Concrete TOS

1677,5

1135

1012,5

1340

1135

2240

2260

1790

1135

2199,5

2260

1340

1135

7322,5

1790

2260

1790

1135

2055,5

MATERIAL REFERENCES Brickwork EW 01a DARK Brick - Freshfield Lane, Selected Dark - EuroMix Grey Colour (M3ANBFS020) - Raked Joint EW 01b MEDIUM Brick - Wienerberger, Clifton Grey Multi - EuroMix Dry System M3ANHLE 020 - Raked Joint (TBC) EW 01c LIGHT Brick - EH Smith, Kemsing Blend - EuroMix Light Buff E180 (M3ANBFS180)- Flush Joint EW 01e RED Brick - Wienerberger, Loxley Red Multi - EuroMix Light Buff E180 (M3ANBFS180) - Raked Joint EW 10a DARK Aluminium Rainscreen - RAL 9004 EW 10b GOLD Aluminium Rainscreen - RAL 1019 EW 11a RED Special Glazed Brick - RO 03 - EuroMix Light Buff E180 (M3ANBFS180) - Raked Joint EW 11b DARK Special Glazed Brick - ZW10 - EuroMix Grey Colour (M3ANBFS020) - Raked Joint

EW 01a

1135

2874,5

2935

General notes on GA plans, Elevations, Height Rods: • Elevations will be referenced from GA plans and only elevation drawings will include detail references, height rod sections lines and callouts to bay studies. • Internal partition setting out and door numbering outside communal areas will not be included in GA plans. This will be located only in dwelling sheets, detailed core plans or commercial plans.

930,5

33740

7210

1697,5

2 E-4 E-E

4307

E-F

E-G

E-M

1

E-H

E-N

4309

9217

EW 01a

240

RWP B

EW 01a

1810,0

3421,5 4032

122,5 890

E-N

EW 01b

8458

INCOMING SERVICES OVER FLAT ENT. DOORS Where horizontal service runs penertate compartment walls, the aperture is to be set out from the door S/O as indicated below:

315mm from U.S of Concrete Slab

Section Ref

1430.3*

8888

CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record

last 4 digits of drawing no. Project/author/level/zone data as this drawing:

All intellectual property rights reserved. Sheet location: FR/SGO446-AA5990C-E-ZZ-A-EAST.rvt

P 07 29/11/19 Stage 4 BHCO 75% Issue Dimensions to finishes or face of brickwork. P 06 15/11/19 Stage 4 BHOC 75% Issue

FR/SG

* Denotes P non-standard brick Design dimension. 05 08/11/19 Freeze update following BHOC Comments FR/SG SPOT LEVELS: Plan

1 / 4007 E-M

1

Dimensions are to Structure (face of Light guage steel Frame stud or concrete)

1430.3*

E-17

BC 03 B

00 8888

8888

Grid Ref

The contractor is responsible for checking dimensions, tolerances and references. Any discrepancy to be verified with the Architect before proceeding with the works. Where an item is covered by drawings to different scales the larger scale drawing is to be worked to. Do not scale drawing. Figured dimensions to be worked to in all cases.

PLAN CALLOUT / DETAIL REFERENCE Plan Ref Elev Ref

DIMENSIONS:

E-17

E-D

CONCRETE

ELEVATION REFERENCE

1

X-8

EW 01b

Underside of Concrete Slab

Incoming Service 'Letterbox' To match door S/O min 800mm

Please refer to DRG. AA5990C-(6610,6611) 'Fire Stopping Details'

SECTION REFERENCE

Block Ref

122,5

3512

665,0

112,5

337,5

EW 01b

Dwelling Common 0.20 W/m2K (U-Value of walls next to unheated areas) Wall Roof 0.12 W/m2K Terrace 0.12 W/m2K Window 1.3 W/m2K (G-Value - 0.45) Air Permeability 4.0 m3/h.m2 at 50 Pa

Door S/O

GRID REFERENCE

3252 8796

0.00 W/m2K (all exposed edges sealed and cavity fully filled to prevent heat loss through cavity

Party Walls:

E-16

3477,5

E-L 1512

T2/ 28 WN004C1

Ground / Exposed 0.12 W/m2K Upper Floor: External Walls: 0.20 W/m2K

11250

1050 240

EW 01b

-/ 37 WN003E1

RWP B

All details to be compliant with Acredited Construction Details for Part L FABRIC EFFICIENCY U-VALUES (Baseline Values)

Notes on 75% Issue: • Curtain walls will be tagged at 100% issue. • Vertical and horizontal masonry movement joints will be included in 100%. • Column lining and SVP boxing out will be included in 100%. • Wall/floor junctions in HR sections to be cleaned up at 100% issue. • Brick feature detailing ruler to be added for 100% issue. • Landscape coordination ongoing • Juliette railings and AOV internal guarding to be tagged in 100% Issue • Roof overflows to be positioned once verified tapered schemes are provided

5385

E-K

EW 01b

180 E4-00-02 D251-P-2B4P

PW 01

584

E-J

-/ 28 DE040

1340,0

E-D

240

EW 02c

1022,5

E-16

EW 01a

1135

675,0

240

E-5

3512

3615,0

5312

511

-/ 37 WN003E1

179 E4-00-01 D251-P-2B4P

PW 01

1135

EW 01a

1050

2000,0

-/ 28 DE040

E-15

946,5

EW 02a

E-15

Drawing Series No's 3040 3045 3050 4000 4300 4400 4500 4700 5000 5275 5300 6000 6010 6020 6030 6040 6100 6200 6300 6400 6500 6600 6700 6750 6800 7000 7050 8000 8100

Top of Steel

E-14 T1/ 28 /N WN009A1

T2/ 28 /N WN003E1

BC 01 B

1800

Kenavon Drive is a residential development in Reading in a former commercial site split in three parcels with 4/5 blocks per parcel, delivering 765 homes within a range of residential tenures and unit size and types to create a balanced community.

Sequential No.

M5-02-01 F188-P-1B2P

BRWO

1135

136 E3-01-05 F108-A-1B2P

Heating Riser Water Riser Electric Riser

3 digit Type No.

2465

4500

E-3

7475,5

135 E3-01-04 F108-A-1B2P

Kenavon Drive, Reading UK

GENERAL NOTES Typical information subject to installation design & recommendations including review by all relevant Consultants & Sub-Contractors: · External windows / Doors / Garages / louvre's etc. · Ventilation duct / pipe requirements, locations & distribution. · District Heating & other incoming services Typical Information to propriety Supplier / manufacturer typical installation details & instructions subject to review as noted above: · Single Ply Roofing · Cavity Barriers · Fire Barriers · Insulation Products · Sealants / Mastic & Movement Joint products · Velux 'Type' roof lights.

Roof type reference

LEGEND

1800

EW 11a

EW 01a EW 01a

7235,5

T2/ 28 /N WN003E1

7235,5

EW 11a

E5

The above items noted are not exhaustive & may include other products & systems

DWELLING TYPING: Studio/MahattanFlat/Duplex/Triplex

E-13

RWP A

T2/ 28 /N WN005B1

Wall type prefixes : EW prefix indicates an external wall type

Floor type reference

F00 R00

DWELLING NUMBERING:

E-12

6885,5

PW 01

EW 01a

EW 01a

HR WR ER -

Building or Block PW 01

FD30s/sc

IW 05

1135

PW 01

CD01 CD 31 FD30s

1677,5

AOV 1.5sqm

HR

FD30s/ls

240

RWP B

CD 15

1095

1300

FD30s/ls

8328,5

16977,5

4411

3 2 T1/ 37 /N WN003E1

ER CD11

CD11 FD30s/sc/ls

1135

1020

992

1282,5

6349

4512

240 1262,5

1020

565,5

240

1267,5

1020

1267,5

685

FD30s/ls

RWP B

FD60s/sc/vp

6560

1920

CD11

WR CD02

1020

FD30s/sc

240

124 1020 124

10143,5

FD30s/sc

553 CD01

BC BN BCT BA CE CW DE *D F LV PC J R EW IW PW WN T

BC 01 B

PW 01

PW 02 PW 01

CD01

240 1420

E3 E4

E1 W1

TAGS: SYMBOLS & ABREVIATIONS:

139 E3-01-08 F300-A-3B5P

DRo

240

E2 M5

M1 W4

Functions: vp: Vision Panels sc: Self Closing ls: Locked Shut s: Smoke Seal

*T1: Dne,w 42dB Passivent TVALdB trickle vent T2: Standard (Non-acoustic) trickle vent

PW 03

240

Lift 02

1325

E-1

W2

Internal Doors Note: Example above is for an internal door type ID10. Fire rated FD30S. VP denotes additional function i.e vp (Vision Panel)

SBD

T1*: Trickle Vent 28(dB Rw+Ctr) P: PAS 24 31(dB Rw+Ctr) L: LPS 37(dB Rw+Ctr) 1175-SR2

1340

1130

160

132 E3-01-01 F108-A-1B2P

Acoustics

Vent type

EW 01a

T1/ 28 /N WN003E1

2935

PW 03

240

133 E3-01-02 F108-A-1B2P

EW 01a

1677,5

1575

264,5 5,5 200

7332,5 PW 01

PW 01

EW 11a

T1/ 28 /N WN012A

7989

105 200

240

7235,5

7587

134 E3-01-03 F255-A-2B4P

EW 01a

T1/ 28 /N WN003E1

3710

3598,5

RWP B

145

1 / 4005

EW 01a

1700,5

RWP B

1850,5

450

200 450

T1/ 31 /N WN009A1

EW 01a

1575

T1/ 28 /N WN003E1

EW 01a

EW 11a

-/ 28 /N WN013A

EW 01a

-/ 28 /N WN013A

T1/ 31 /N WN009A1

200

EW 01a

BC 01 B

1800

EW 01b

1135

665

T1/ 31 /N WN009A1

E-1

EW 01a

BC 01 B

160

EW 01a

T1/ 28 /N WN003E1

4280

EW 01a

BC 01 B

W3

TYPE / FIRE RATING / FUNCTION

T1 / 28 / P

External Doors & Windows Note: EW 01a

T1/ 28 /N WN003E1

M4

1792,5 Vent Acoustic SBD / / type rating

EW 01a

M3

M2

KEY TO DOOR & WINDOW REFERENCES:

787,5

E-N

P 04 25/10/19 Design Freeze update following BHOC Comment

ADJACENT DRAWING REF': P 03 30/09/19 Design Freeze Issue for BHOC final review Detail no. / last Spot Prefixes: DRo updated P Level 02 02/08/19 4 digits of SSL indicates structural 01 23/07/19 Stage 4 BHOC 75% drawing Issue no. slabPlevel Project/author/level/zone FFL indicates Rev Datetop of Description information as this drawing: screed

X/XXXX

Elevation

Kenavon Drive

ID10 GA Plan-Block E3-L01 Sh3 W10 FD30S / VP

WIN TYPE

Acoustics

Vent type

Internal Doors Note: Example above is for an internal door type ID10. Fire rated FD30S. VP denotes additional function i.e vp (Vision Panel)

SBD

T1*: Trickle Vent 28(dB Rw+Ctr) P: PAS 24 31(dB Rw+Ctr) L: LPS 37(dB Rw+Ctr) 1175-SR2

M3

M2

M4

W3

TYPE / FIRE RATING / FUNCTION

T1 / 28 / P

External Doors & Windows Note:

BC 03 B

Key Plan

FR/SG FR/SG FR/SG FR/SG

PRP project No.O446-AA5990C-E-01

KEY TO DOOR & WINDOW REFERENCES: Vent Acoustic SBD / / type rating

Dwn Ckd

E2

W2 M1

E3

M5

W4

O446-AA5990C-E3 -01-A-4006 Functions:

Rev.P 07

E4

E1

vp: Vision Panels

2

sc: Self Closing Preliminary -P ls: Locked Shut

*T1: Dne,w 42dB Passivent TVALdB trickle vent T2: Standard (Non-acoustic) trickle vent

6106

s: Smoke Seal

Drawn DE

E5

W1

Checked SG

Date Feb 2019

Scale @ A1 1 : 100

TAGS: SYMBOLS & ABREVIATIONS:

BC 03 B

BC BN BCT BA CE CW DE *D F LV PC J R EW IW PW WN T

2 6107

GA Plan-E-L01 Core E3&E4 1 : 100

62325

BC 03 B

62325

62325

Balconies Projecting Balconies Recessed Balconies Concrete Bathrooms Ceilings Curtain Walls Doors External Doors Internal Floors Louvres Precast Elements Julliet Railings Roofs Walls (External) Walls (Internal) Walls (Party) Windows Terraces

EW 01a

T1/ 28 /N WN003E2

T1/ 28 /N WN002B1

DWELLING TYPING: Studio/MahattanFlat/Duplex/Triplex

SVP SS VP AAV OF O/F RWP A RWP B

100 RWP - Circular

RWO

Rainwater outlet

T1/ 31 /N WN009B2

Rainwater outlet below balcony decking RWOp Parapet rainwater outlet RWOph Parapet rainwater outlet into hopper

*

T1/ 31 /N WN009B2 T1/ 31 /N WN008A2

T1/ 31 /N WN004A2

BC 03 B

1 6230

1 6201

2 6200

4 6230

2 6200

3 6230

1 6230

1 6201

1 Bed 2 Person

MJ

Wall integrated Bat/Swift Refuge

FFG - Future Floor Gully FFO - Future Floor Gully Connection Above Slab FG - Floor Gully PG - Podium Gully Denotes location of movement joint.

DRi

Dry Riser inlet

DRo

Dry Riser outlet Service opening over door. Extract vent duct

EV TD

Threshold Drain (Refer to details for spec)

IG Internal Guarding OG Obscured Glazing AOV Automatic opening vent to stair FRS Fall Restraint System TOC Top of Concrete TOS

KEY DRAWING REFERENCES Title of Drawing Series Gridline Setting-Out Building Co-Ordinates Plot Location Plans GA Plans GA Elevations GA Height Rods GA Cores Dwelling Plans Strategies Fire Princip[als Drawing Materials External Wall Types Party Wall Types Internal Wall Types Floor Types Roof Types Detail Studies Sub-structure Details Fenestration Details Envelope Details Roof Details Internal Wall Details Balconies Canopies Metalwork Door & Window Types Internal Doors Bathroom Types Timber Stairs

Drawing Series No's 3040 3045 3050 4000 4300 4400 4500 4700 5000 5275 5300 6000 6010 6020 6030 6040 6100 6200 6300 6400 6500 6600 6700 6750 6800 7000 7050 8000 8100

Top of Steel

Notes on 75% Issue: • Curtain walls will be tagged at 100% issue. • Vertical and horizontal masonry movement joints will be included in 100%. • Column lining and SVP boxing out will be included in 100%. • Wall/floor junctions in HR sections to be cleaned up at 100% issue. • Brick feature detailing ruler to be added for 100% issue. • Landscape coordination ongoing • Juliette railings and AOV internal guarding to be tagged in 100% Issue • Roof overflows to be positioned once verified tapered schemes are provided

3

Typical information subject to installation design & recommendations including review by all relevant Consultants & Sub-Contractors: · External windows / Doors / Garages / louvre's etc. · Ventilation duct / pipe requirements, locations & distribution. · District Heating & other incoming services Typical Information to propriety Supplier / manufacturer typical installation details & instructions subject to review as noted above: · Single Ply Roofing · Cavity Barriers · Fire Barriers · Insulation Products · Sealants / Mastic & Movement Joint products · Velux 'Type' roof lights.

Sequential No.

P-Private Sale Tenure: S-Shared Ownership A-Affordable Rent

T1/ 28 /P WN003E2

T1/ 31 /P DE123

T1/ 28 /P WN003E2

T1/ 31 /P DE123

T1/ 28 /P WN003E2

T1/ 31 /P DE123

T1/ 28 /P WN003E2

T1/ 31 /P DE123

-/ 28 /P DE061

-/ 28 /P DE061

T1/ 28 /P WN004A2

T1/ 28 /P WN004A2

2 6230

Level

General notes on GA plans, Elevations, Height Rods: • Elevations will be referenced from GA plans and only elevation drawings will include detail references, height rod sections lines and callouts to bay studies. Internal partition setting out and door numbering outside communal areas will not be included in GA plans. This will be located only in dwelling sheets, detailed core plans or commercial plans.

T1/ 31 /N WN009B2

T1/ 28 /N WN003E2

BC 03 B

T1/ ? ?31 /N WN009B2

Denotes Non Brick Dimension

Brick Special

6108

EZ_00_FFL 38250

Soil vent pipe Stub stack Vent pipe Air admittance valve Roof overflow Rainwater overflow below balcony decking 100 RWP - Square

BRWO

BC 03 B

T1/ 28 /N WN003E2

T1/ 28 /N WN003E2 T1/ 31 WN004A2

T1/ 31 /N WN009B2

T1/ 31 WN008A2

T1/ 28 /N WN003E2

T1/ 31 /N WN009B2

T1/ 28 /N WN003E2

BC 03 B

T1/ 28 /N WN003E2

BC 03 B

T1/ 31 WN004A2

T1/ 28 /N WN003E2

EW 01c

T1/ 28 /N WN003E2

T1/ 28 /N WN003E2

T1/ 31 WN008A2

T1/ 31 WN004A2

T1/ 28 /N WN003E2

T1/ 28 /N WN003E2

T1/ 28 /N WN003E2 T1/ 31 WN008A2

T1/ 31 /N WN009B2 T1/ 31 WN004A2

T1/ 31 /N WN009B2

-/ 28 WN001B2

BC 03 B

T1/ 28 WN003E2

T2/ 28 /N WN004A2

T1/ 28 WN003E2

E_01_FFL 42000

T1/ 28 /N WN004A2

T2/ 28 /N WN004A2 T1/ 28 /N WN004A2

E5_02_FFL 45000

-/ 28 WN001B2

BC 03 B

E5_03_FFL 48000

Core

M5-02-01 F188-P-1B2P

3 digit Type No.

BR/SR

T.O Brick 48750

1200

Heating Riser Water Riser Electric Riser

LEGEND

T1/ 28 /N WN003E2

T1/ 28 /N WN002B1 T1/ 28 /N WN003E2

T1/ 28 /N WN003E2

RWP A

T1/ 28 /N WN003E2

T1/ 28 /N WN002D1

T1/ 28 /N WN003E2

T1/ 31 /N WN004C1 BC 03 B

T1/ 31 /N WN009B2

T1/ 28 /N WN003E2 T1/ 28 /N WN003E2

RWP A

T1/ 28 /N WN002B1 T1/ 28 /N WN002B1

T1/ 28 /N WN003E2

T1/ 28 /N WN002D1

T1/ 28 /N WN003E2

T1/ 28 /N WN003E2

T1/ 28 /N WN003E2

BC 03 B

E5_04_FFL 51000

T1/ 28 /N WN003E2

BC 03 B

T1/ 31 /N WN004C1

T1/ 28 /N WN002B1 T1/ 31 /N WN009B2

E5_05_FFL 54150

GENERAL NOTES

prp-co.uk London

020 7653 Roof type reference

The above items noted are not exhaustive & may include other products & systems

DWELLING NUMBERING:

T1/ 28 /N WN003E2

RWP A

T1/ 28 /N WN002D1

BC 03 B

T1/ 28 /N WN002B1

3000

E5_06_FFL 57150

Wall type prefixes : EW prefix indicates an external wall type

Floor type reference

F00 R00

HR WR ER -

Building or Block

BC 03 B

3750

1

My involvement in this project started soon after planning approval was achieved to study ways to optimize the scheme which my team succesfuly did increasing the total number of units from 765 to 795 in the consented envelope. Since then I have been working on the subsequent planning applications and the delivery of the first block (East parcel) that includes 229 units. The project broke ground in September 2019 and works on site are moving fast currently pouring the first floor slab.

MATERIAL REFERENCES Brickwork EW 01a DARK Brick - Freshfield Lane, Selected Dark - EuroMix Grey Colour (M3ANBFS020) - Raked Joint EW 01b MEDIUM Brick - Wienerberger, Clifton Grey Multi - EuroMix Dry System M3ANHLE 020 - Raked Joint (TBC) EW 01c LIGHT Brick - EH Smith, Kemsing Blend - EuroMix Light Buff E180 (M3ANBFS180)- Flush Joint EW 01e RED Brick - Wienerberger, Loxley Red Multi - EuroMix Light Buff E180 (M3ANBFS180) - Raked Joint EW 10a DARK Aluminium Rainscreen - RAL 9004 EW 10b GOLD Aluminium Rainscreen - RAL 1019 EW 11a RED Special Glazed Brick - RO 03 - EuroMix Light Buff E180 (M3ANBFS180) - Raked Joint EW 11b DARK Special Glazed Brick - ZW10 - EuroMix Grey Colour (M3ANBFS020) - Raked Joint All details to be compliant with Acredited Construction Details for Part L FABRIC EFFICIENCY U-VALUES (Baseline Values) Ground / Exposed 0.12 W/m2K Upper Floor: External Walls: 0.20 W/m2K Party Walls:

0.00 W/m2K (all exposed edges sealed and cavity fully filled to prevent heat loss through cavity

Dwelling Common 0.20 W/m2K (U-Value of walls next to unheated areas) Wall 0.12 W/m2K Roof 0.12 W/m2K Terrace 1.3 W/m2K (G-Value - 0.45) Window 4.0 m3/h.m2 at 50 Pa Air Permeability

INCOMING SERVICES OVER FLAT ENT. DOORS Where horizontal service runs penertate compartment walls, the aperture is to be set out from the door S/O as indicated below:

315mm from U.S of Concrete Slab

Underside of Concrete Slab

Incoming Service 'Letterbox' To match door S/O min 800mm

CONCRETE

2 6231 Door S/O

Please refer to DRG. AA5990C-(6610,6611) 'Fire Stopping Details'

AA5990C / 4300-2

N

AA5990C / 4313-1

E3

E2

P 03 29/11/19 Stage 4 BHCO 75% Issue FR/SG P 02 08/11/19 Design Freeze update following BHOC Comments FR/SG P 01 30/09/19 Design Freeze Issue for BHOC final review FR/SG

Rev Date

Description

Dwn Ckd PRP project No.O446-AA5990C-E-01

Kenavon Drive

E4

W

E GA Elevation-E5-South Elevation O446-AA5990C-E5 -ZZ-A-4313

E1

Drawn TM

1

1

East Block Core 5 South Elevation 1 : 100

East Block South Elevation Key 2

Key Plan E5

S

Rev.P 03

Preliminary - P

E5

Checked SG

Date Feb 2019

prp-co.uk London 020 7653 1200

The new residents will have a choice between apartments, duplex houses at ground floor, penthouse houses, and town houses on the riverfront or on the private Jopling Mews. The intention has been to develop typologies and floor plates that can be replicated from one building to the next, while still providing the necessary variety and flexibility required in terms of flat types and mix within each building. In order to do this a small selection of standard unit types were developed to be used throughout the scheme. Further typologies were developed to maximised the opportunity of the site, the ground floor activities, the riverfront and relationship with neighbouring sites.

Scale @ A1 As indicated


Clapham Park, 2535 Units, London, UK

PRP

The contractor is responsible for checking dimensions, tolerances and references. Any discrepancy to be verified with the Architect before proceeding with the works. Where an item is covered by drawings to different scales the larger scale drawing is to be worked to. Do not scale drawing. Figured dimensions to be worked to in all cases.

CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record

All intellectual property rights reserved.

Clapham Park Clapham park was the largest detailed planning application ever made in the UK and successfully got planning consent in 2017 for over 2,500 units and 1,800sqm of commercial space.

Study Area - Top 01 06021

The site was split in 9 different parcels with a number of blocks each one of them.

Study Area - Middle 01 06011 - Ramboll UK F. Eng. SK11

I assisted the team in technical aspects in the last few month before submission and was also involved in a later amendment and Stage 3 report to reduce and simplify typologies at our client’s request.

Window Study - WSC02-01 06050

My team primarily focussed on detail bay studies and windows in general producing a catalogue showing all window types in the scheme and detailing areas of special architectural interest. The blocks were designed to be constructed using brick-clad pre-cast concrete panel and my knowledge obtain while working with Techrete in Wembley Park project (further down) was applied to resolve complex details.

Study Area - Base 01 06001

Sudy Area - Middle 02 06012

Window Study - WSC01-02 06050 Study Area - Top 02 06022

Study Area - Base 02 06002 - Ramboll Uk F. Eng. SK09

Window Study - WSC01-03 06050 Stydy Area - Middle 03 06013

Window Study - WSC01-04 06050

Study Area - Base 02 06003

0mm

P01 P00

200mm

27/10/17 25/09/17

Rev Date

400mm

600mm

800mm

Stage 3.3 Issue Issued for Information

ALL ALL

Description

BW BW

Dwn Ckd

Clapham Park C01Z Bay Study Area Locations

Zone

Level

Type

Role

Number

Project

Origin

CP -

PRP - C01Z - ZZ - DR - A - 06000

Revision

P01 Status

S4- Suitable for Stage Approval Drawn CT

Checked BW/RS

Date 25/09/2017

C01Z Bay Study Area Locations prp-co.uk London 020 7653 1200

Scale @ A1


Viking House, 87 Units, Hemel Hempstead, UK

GENERAL DETAIL NOTES - No gas protection has been assumed in PRP detailing. - Drawings to be read in-conjunction with relevant structural drawings. - Incoming service routes are not shown and subject to M&E detail design. For additional information re. services details, layouts, positions and drainage locations refer to Pinnacle ESP detailed drawings - SE / floor sub-contractor to ensure loadings for future floor lift and stair are considered. - Ground beneath dwellings to be treated with herbicide approved on current list of Agricultural Chemicals Approved Scheme a recommended for use in amenity area. 1. For external wall material finishes - Please refer to materials legend on 1050-1400 Dwg Series GA elevations. 2. Compressible Sealants / Mastic - All products to window supplier's review & recommendation. Where compressible Seala referred to = 'Compriband' or similar approved. 3. DPC to outer leaf - To be min. 150mm above adjacent ground level with 5mm projecting beyond face of mortar. Stepped to ground/patio levels as shown on elevations. Product to be installed in accordance with manufacturers details/instructions 4. Low modulus Mastic Sealant - Where Low Modulus Mastic Sealant is referred to = 'Arbosil' By Arbo or similar approved. P spec to be recommended by Manufacturer/supplier to suit application. 5. RC Floors - refer to Struct Eng. dwgs for Substructure blockwork sizes, wall. 6. Pressed metal Cills & Flashing's - Specification, details & fixing requirements to Subcontractor Design & recommendation 7. Skirting - Profile shown indicatively final spec to Client spec in ERs doc. 8. Window Straps & Window Support plates - All requirements are as advised by sub-contract installer and agreed with Mai Contractor. Any window strap profiles & strap dimensions indicated on PRP dwgs are to be treated as indicative only. Specifica fixing requirements to Subcontractor Design & recommendations. 9. Cavity Closers - Thermabate or similar approved, unless noted otherwise. Product spec to be recommended by Manufactu /supplier to suit application. Cavity closers must achieve min. 60 minutes fire integrity. 10. Curtain Battens - to be provided in Affordable Rent dwellings over the head of each window, balcony door or sidelight (exc kitchens and bathrooms where the batten shall be fitted to the window reveal head). The batten to extend 150mm beyond each Not required in Shared Ownership dwellings.

PRP FLAT INTERIOR

Viking House, Hemel Hempstead

L30

Viking House in Swalowdale Road -Hemel Hempsteadwas granted planning permission in 2017 and a first tender was prepared by PRP in the summer of that year. L30

Secured by design - The scheme must meet the Section 2 Physical Security (window and door certs etc.) aspects of SBD Ne 2014 guidance.

C1

Typical information subject to installation design & recommendations including review by all relevant Consultants & Contractors: · Precast floor construction · Metsec infill walling · External windows / Doors / louvres etc. · Ventilation duct / pipe requirements, locations & distribution. · Boilers & other incoming services · Rainscreen cladding Typical Information to propriety Supplier/manufacturer typical installation details&instructions subject to review as n · Single Ply Roofing · Cavity Barriers · Fire Barriers · Solar Panels · Insulation Products · Sealants / Mastic & Movement Joint products The above items noted are not exhaustive & may include other products & systems

1100

Subsequently PRP was appointed by TSL to deliver the 87 affordable units at the end of the year 2107 and my team started working on the project at the begining of 2018. Material Legend

Key Value

B1 C1

I8 25mm max. pre-camber @ centre of PCC planks. Min screed depth to be 50mm.

C21

C23 I16 L29

E6

I8

N27

L29

15

85

min. 50mm

C36 E6 E12

N27 285

F5

200

F25

F2

FL-01

345

E12

C36

C36

I27

F25

Continous Planks support

G9

H17 CLEAR ZONE VARIES REFER TO PRP FLOOR TYPE DRAWINGS

I35

E12

C23

OUTSIDE

C21

H9 G9 I13

I7

C24

F5

Note: Balconies support shown A3indicatively. To details please refer to SE drawings Light point fixed over external balcony doors - refer to M&E drawings 102.5

30

120

10

100

B14 B13

B12 B11

102.5

55

EW-01 120

100

B10

B9

B8

102.5

B7

Fire 10 stop12.5

EW-01 120

55 B5

B6

Position of Fire stops at balconies adjusts for clean closure at balconies where necessary. Continuity of cavity fire MJ1 barrier MUST be maintained in all instances Smoke vent

B3100 B210

B4

12.5

B1

MJ1

Smoke vent

F25

C9

A3

RWP

EO.B3.10 WN03a

A1

EO.B3.09 WN01b

KEY DRAWING REFERENCES:

EO.B3.08 WN01b

EO.B3.07

G9

The contractor is responsible for checking dimensions, tolerances and references. Any discrepancy to be verified with the Architect EO.B2.10

CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in EO.B2.09 EO.B2.08 WN01b WN01b G2 conjunction with the Designer's Hazard and Environment Assessment Record

C24 WN01b before proceeding with the works. Where an item is covered by drawings to different scales the larger scale drawing is to be worked to.

EO.B3.05

EO.B3.04

EO.B3.02

EO.B3.01

2915

122.5

1002.5

E7.6 EO.B1.07 WN01b

1002.5

EO.B1.06 ED2b

EO.B1.05 ED2b

E7.6

122.5 EO.B1.04 WN01b

1115

A5 C1.7

600

C1.7

L13 EO.B0.10 ED1b

EO.B0.09 WN01a

EO.B0.08 ED3c

EO.B0.06 ED2b

C10

E7 SFV

SFV

EO.B0.05 ED2b

F2

EO.B1.02 WN01b

122.5 1115

1002.5

EO.B1.01 WN01b

E7.7 SFV

SFV

SFV

SFV

SFV

Superstructure - CONSTRUCTION ISSUE Drawing revised Drawing revised C1.5 Drawing revised to LABC comments Record Issue Second Floor

E7.6

First Floor 147650

A6

A3 EO.B0.03 ED3c

EO.B0.02 WN01a

EO.B0.01 ED1b

L2

E5

C10

A1

SFV

SFV

SFV

SFV

SFV

SFV

Ground Floor 144500

L13

E7

L3 OUTSIDE

160

100

10

F2012no. DAD 2020-1 or similar

FLAT

G2

mailboxes integrated into canopy

INTERIOR

1 : 100 87.5

OUTSIDE

12no. DAD 2020-1 or similar FLAT mailboxes integrated into canopy

Block B - North-east Elevation 30

87.5

12.5

160

100

10

RS

FR FR

RS RS

BlockINTERIOR B - North-west Elevation 1 : 100

12.5

370 EW-03

B1 Refer to subcontractor design packages as follows: For final pre-cast hollow core concrete planks refer3490 to Bison drawings. 805 202.5 For final kitchen design and storage capacities refer to Magnet Kitchen installation drawings. 910 1565 900 910 1565 For internal doors final details and specification please refer to Dorplan drawings and schedules. For final external door configuration and specification refer to Sealtite/Deamon door package. For final metal canopy design and specification refer to D&A drawings. EW01sizes, settingEW03 EW01 EO.B2.10 RWP For EO.B2.09 final balcony section out and specifications refer to DA canopy package. WN01b WN01b For final rainscreen panels details and specifications refer to DA rainscreen package. Refer to D&AMJ1 drawings for as installed bay window details in blocks B, C and D. Refer to Pure Structures drawings and the waterproofing Inspection report for final Block C semi-basement waterproofing details. BK MVHR locations shown indicatively. Refer to NWP drawings for final location of ventilation units.

1150

2240

2695

910

EW01

2240

EO.B2.08 WN01b

Boiler Flue MJ1

Boiler Flue MJ1

MJ1

2784

100

SVP

IW02

584

300

3903

10704

B

MJ1

100

3767

100

300

6688.5

2784

2899

100

100

277.5

E7

3385

IW01

6290

5475

1400

916

AD.B2.26 D05a

710

125

100

1000

0.5 m²

4195

IW10

300

24.8 m²

EW04

7820

2025

300

B

5284 37 36 35 34 33 32 31 30

300

3988.5

100

277.5

4940 MJ1

MJ1

910

2015

910

900

MJ1

2240

1810

MJ1

2240 36440

1810

MJ1

EO.B2.19 WN01b

B2

B3

B4

B5

EW01

EO.B2.18 WN01b

EO.B2.17 ED2b

EW01

EW03

B6

900

910

MJ1

2015

910

Boiler Flue

Boiler Flue EO.B2.20 ED1b

EW01

B1

2240

EO.B2.16 ED2b

4

B7

EW01

B8

EW03

EO.B2.15 WN01b

4940

B10

B11

1810

MJ1

EO.B2.14 WN01b

EW01

B9

MJ1

277.5

1810

277.5

1565

B13

BA

F2

1565

EO.B2.13 ED1b

B12

102.5

EW01

B14

A 55

B

B15

120 EW-01

C

4111

Block B Level 2 1 : 50

Door Schedule Internal Block B Second Floor

Mark

AD.B2.01 AD.B2.02 AD.B2.03 AD.B2.04 AD.B2.05 AD.B2.06 AD.B2.07 AD.B2.08 AD.B2.09 AD.B2.10 AD.B2.11 AD.B2.12 AD.B2.13 AD.B2.14

Type To Room

D05a D05a D05a D05a D05a D06a D06d D05a D05a D05a D05a D05a D06a D05a

Living/Kitchen/Dining Hallway Bedroom 1 Bedroom 1 Bedroom 2 Hallway Hallway Bedroom 1 Bedroom 1 Bedroom 2 Living/Kitchen/Dining Hallway Hallway Hallway

Door Schedule Internal Block B Second Floor

Clear Structural Str. Clear Opening Structural Smoke Fire Height Tolerance Width Handing Height Width Seals Rating [mm] [mm] [mm] [mm] [mm] 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040

916 916 916 916 916 1604 1146 916 916 916 916 916 1604 916

5 5 5 5 5 5 5 5 5 5 5 5 5 5

1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991

784 784 784 784 784 1472 1014 784 784 784 784 784 1472 784

LH RH RH RH LH AS AS LH LH RH RH RH AS LH

FD20 FD20 FD20 NFR FD20 NFR NFR FD20 NFR FD20 FD20 FD20 NFR FD20

Mark

AD.B2.18 AD.B2.19 AD.B2.20 AD.B2.21 AD.B2.22 AD.B2.23 AD.B2.24 AD.B2.25 AD.B2.26 AD.B2.27 AD.B2.28 AD.B2.29 AD.B2.30 AD.B2.31

Type To Room

D05a D05a D05a D05a D06d D06a D05a D05a D05a D05a D05a D05a D05a D05a

Living/Kitchen/Dining Bedroom 2 Bedroom 1 Bedroom 1 Hallway Hallway Bedroom 2 Bedroom 1 Bedroom 1 Hallway Living/Kitchen/Dining Bedroom 1 Living/Kitchen/Dining Hallway

Door Schedule Internal Block B Second Floor

Clear Structural Str. Clear Opening Structural Smoke Fire Height Tolerance Width Handing Height Width Seals Rating [mm] [mm] [mm] [mm] [mm] 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040

916 916 916 916 1146 1604 916 916 916 916 916 916 916 916

5 5 5 5 5 5 5 5 5 5 5 5 5 5

1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991

784 784 784 784 1014 1472 784 784 784 784 784 784 784 784

LH LH RH RH AS AS RH LH LH LH RH RH RH RH

FD20 FD20 NFR FD20 NFR NFR FD20 FD20 NFR FD20 FD20 FD20 FD20 FD20

Mark

CD.B2.03 CD.B2.04 CD.B2.05 CD.B2.06 CD.B2.07 CD.B2.08 TD.B2.01 TD.B2.02 TD.B2.03 TD.B2.04 TD.B2.05 TD.B2.06 TD.B2.07 TD.B2.08

Type To Room

D04a D04a D07a D04a D04a D04a D01a D01a D01a D05b D05b D01a D01a D01a

Hallway Hallway Stairs 2 Hallway Hallway Hallway Corridor Corridor Corridor Living/Kitchen/Dining Living/Kitchen/Dining Corridor Corridor Corridor

External Openings Schedule Block B Second Floor

Clear Structural Str. Clear Opening 1 Structural Smoke Fire Height Tolerance Width Handing Height Width Seals Rating [mm] [mm]4220 [mm] [mm] [mm] 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040 2040

941 941 992 941 941 941 688 688 688 514 514 688 688 688

5 5 5 5 5 5 5 5 5 5 5 5 5 5

1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991 1991

809 809 850 809 809 809 546 546 546 382 382 546 546 546

RH LH RH RH LH LH RH RH LH LH RH RH RH LH

FD30s/sc FD30s/sc FD60s/sc FD30s/sc FD30s/sc FD30s/sc FD60s/ls FD60s/ls FD60s/ls NFR NFR FD60s/ls FD60s/ls FD60s/ls

460

Str. Height Str. Str. Sill Str. Width Tolerance Height Handing Height [mm] [mm] [mm] [mm]

01

Mark

Type

From Room

E7.6

C1.6

580

Doors EO.B2.05 EO.B2.06 EO.B2.13 EO.B2.16 EO.B2.17 EO.B2.20 EO.B2.21

ED2b ED2b ED1b ED2b ED2b ED1b ED1b

2110 2110 2110 2110 2110 2110 2110

1810 1810 1810 1810 1810 1810 1810

10 10 10 10 10 10 10

0 0 0 0 0 0 0

AS OPP AS AS AS AS AS

1.3 1.3 1.3 1.3 1.3 1.3 1.3

Living/Kitchen/Dining Living/Kitchen/Dining Living/Kitchen/Dining Living/Kitchen/Dining Living/Kitchen/Dining Living/Kitchen/Dining Living/Kitchen/Dining

27 27 28 28 28 28 28

Windows EO.B2.01 EO.B2.02 EO.B2.03

WN01b WN01b WN01b

2110 2110 2110

910 910 910

10 10 10

0 0 0

OPP OPP OPP

1.3 1.3 1.3

Bedroom 1 Bedroom 2 Bedroom 1

27 27 27

U-value [W/m²K]

SFV

SFV

SFV

SFV

O3

E7.6

SFV

L35

4111 4112-4113 4114 4125 4200

CLEAR ZONE L13 VARIES REFER TO PRP FLOOR TYPE DRAWINGS

I35 SFV

SFV

I10

SFV

SFV

4210

F25

A1

A1

EO.B0.13 LD03

F2

Ground Floor 144500

SFV

G9

C9

O5

F20 I13

B1

- SE / floor sub-contractor to ensure loadings for future floor lift and stair are

H9 H11 I8

H9

C4

C21

I8

Title of Drawing Series Strategies Cores Detail Drawings: Principle Construction (Types) Substructure (Blocks A B D) Substructure (Block C) External FLATEnvelope (Blocks A B D) External Envelope (Block C) INTERIOR Windows & External Doors (Blocks A B D) Windows & External Doors (Block C) Roof (Blocks A B D) Roof (Block C) Balconies (Blocks A B D) Balconies (Block C) Internal Details (Blocks A B D) Internal Details (Block C) Substation External Window and Door Schedules Internal Door Schedule Bathroom Types

01

F5

H9

DETAIL SECTION ELEVATION GA/HEIGHT ROD PLAN CALLOUT / DETAIL REFERENCE REFERENCE REFERENCE SECTION REF. x Elevation Section Plan Ref. Section 00 Ref. Ref. Ref.

Dwg No.

Sec

00

A5 No. Dwg

Dwg No.

Dwg No

I23 Shown on drawing sheet number. sheet number Note: 190Horizontal KEY TO DIMENSIONS: cuts shown as call1430.3 Dimensions to finished face shown underlined. outs in GAs Shown on drawing sheet number

1430.3 1430.3

Shown on drawing O3

Shown on drawing sheet number

Dimensions to kitchen fitments

I11

Dimensions to structure. (Face of Blockwork/Metal Studs) All external wall dimensions are to finished face of brickwork or cladding. All internal dimensions are to face of structure unless noted otherwise.

KEY TO DOOR AND WINDOW NUMBERING: External door and window numbers are by type. Refer to 7000 series drawings

Opening Type

G9 Unique Block&Floor opening N° AD.A0.06 M12 D05

Type KEY TO INTERNAL DOOR REFERENCING: First two digits denote door type, second denote block Door D0Sa-01 reference and level. Last two digits denote unique door Number. number. Refer to Door Schedule 7000 & 8000 Series For Acoustic rating and U-values refer to PRP outline specification L21 ROOF FLOOR & WALL TYPE SYMBOLS: sW00 EW00 IW00 F00

215

Wall type - Refer to 6020-6026 Series I20 'sW' prefix indicates sleeper wall 'EW' prefix indicates complete wall build-up (External).

6201(2) Detail Section Rainscreen Trad. GF 190

215

N1 L20

O3

6000 6100 6150 6200

L13

Strategies Cores Detail Drawings: A6 Principle Construction (Types) Substructure (Blocks A B D) SubstructureF42 (Block C) External Envelope (Blocks A B D)

Series No's Title of Drawing Series 6400 6450 6500 6550 6600 6650 6700

106

148

C21

1 : 100

LEGEND Mechanical vent grill (As shown on elevations) Mechanical vent grill (As shown on plan) Structural free zone 240 for Mech & Elec Routing FG - Floor Gully.

Rainwater pipe with offset RWP over Proprietary PPC aluminium RWP box rainwater pipe TD Threshold Drain (Refer to details for spec)

MJ

B BOILER FLUE

Roof (Blocks A B D) Roof (Block C) Balconies (Blocks A B D) Balconies (Block C) Internal Details (Blocks A B D) Internal Details (Block C) Substation

E6

Rev Date

Gas Boiler (Arrow shows flue)

25

Bed Joint Reinforcement. Refer to SE details for OUTSIDE specification

Facade mounted light fixture

Denotes location of movement joint.

190

01 A3

L21 135

DD

Tenant’s power distribution

O3

H

A5

F42

Tenant’s Data Landlord’s power distribution distribution.

02

A6 I20

01 02

6351(2) Detail Section Typical Window Head with Recessed Soldier Course x1 02

Block A - 6201 South East Elevation

Drawn

FR

Keynote Text

Key Value

MVHR-IN/OUT

A1

Reconstituted Stone YG - Yard Gully PD String Course

Dwn Ckd

Material Legend Key Value

I13

For internal doors final details and specification please refer to Dorplan drawings and schedules. 1:5 For final aluminium external door configuration and specification refer to Sealtite. For the steel external louvred door pacakge refer to Deamon drawings. J3 Refert o Wolf systems drawings for roof truss design and specifications. Rev Date Description Dwn Ckd MC Drawn Viking House AA5111C-4111 For final metal canopy specification refer Colours to D&A drawings. C3 05/09/18 Trad. BlocksI35 updated FR RS FLAT design and Checked 1 : 200 RS For final balcony section sizes, setting out and specifications refer to DA canopy package. C4 01/10/18 MVHR vents added FR RS INTERIOR REV C7 C5 15/10/18 & Boiler flue updated RS For final aluminium rainscreen panels detailsMVHR andvents specifications refer to DA rainscreen LS package. Block B - Elevations I16 Date 12/01/18 C6 23/10/18 Dims to recesses added LS RS Note: All products/materials to be the proposed or equal approved Refer to D&A drawings for as installed bay window details in blocks B, C and D. C7 05/09/19 Record Issue FR RS Scale @ A1 1 : 100Details also relate to other areas in Blocks A, B and D from those Record Issue shown above Refer to Pure Structures drawings and the waterproofing Inspection report for final Block C semi-basement J1 waterproofing details. MVHR locations shown indicatively. Refer to NWP drawings for final location of ventilation units. Description

· Single Ply Roofing · Cavity Barriers · Fire Barriers · Solar Panels · Insulation Products · Sealants / Mastic & Movement Joint products The above items noted are not exhaustive & may include other products & s

Curtain batten to be added to Affordable Units only H9

A5

Soil vent pipe width offset SVP abv. SVP Soil vent pipe Stub stack SS VP Vent pipe Curtain batten to be Air admittance valve AAV added to Affordable Units Roof Overflow OF

C23 FLAT INTERIOR

F5 C24

Extract vent duct DRI Dryriser inlet DR Dryriser outlet Refer to subcontractor design packages as follows: Wall type - Refer to 6030-6036 Series AB Air Brick 'IW' prefix indicates complete wall build-up (Internal). (Location FCL +2200 above drawings. For final pre-cast hollow coreindicative) concrete planks refer to Bison Floor type MVHR in ceiling void. - Proprietry Product , refer to manufacturers standard details SFV Sub Floor Refer to Sealtite drawings for Vent final external PVC windows & door* sections and specifications. Refer to 6040-6046 Series (Location indicative) All Internal Finishes vary by tenure and are to Hightown Roof type For final kitchen design and storage capacities refer to Magnet Kitchen installation drawings. specifications contained in the Employers Requirements Refer to 6040-6046 Series

1:5

Series No's Title of Drawing Series 5000 5100

Block B - South-east Elevation

FLAT INTERIOR

6351(1) Detail Section Typical Window Head with Soldier course Band R00 1:5

BE

F8

L20

A1

ARC Cavity Stop Sock

Block A Block B Block C Block D Substation Plans and Elevations Height Rod Sections Sections:

E7

A3 A1

EO.B0.14 ED3b

SFV

ARC Cavity StopEO.B1.12 WN01b1 Sock

First Floor 147650

A3

I36 SFV

E6

C1.6

G2

C1.6

A6

E5 50 F32

I37 EO.B0.15 WN01f

H9

02

4009-4014 4019-4024 4029-4034

A1

442.5

C24 B1 C9

G9

I13

The contractor is responsible for checking dimensions, tolerances CDM REGULATIONS 2015. All current drawings and references. Any discrepancy to be verified with the Architect and specifications for the project must be read in conjunction with the Designer's Hazard and before proceeding with the works. Where an item is covered by drawings to different scales the larger scale drawing is to be Environment Assessment Record KEY DRAWING REFERENCES: worked to.

CDM REGULATIONS 2015. All current drawings

1565

F8

Do not scale drawing. Figured dimensions to be worked to in all All intellectual property rights reserved. Series No's Title of Drawing Series Series No's Title of Drawing Series cases. 4110 General Arrangement - Elevations:

The contractor is responsible for checking dimensions, tolerances

122.5 122.5

EO.B2.12 WN01b1

C9 F42

Second Floor 150575

I35 A4 O3

EO.B1.13 ED1b

A2

E7

C1.6

1565

L14

SFV

1:5

Site plan Accommodation plans and schedules Site Setting Out General Arrangement - Plans: Block A Block B Block D Block C

1810

C23

L13

C1.5

J3 1565

EO.B1.14 WN01b

O3

B1

INTERIOR

C9

E5 EO.B1.15

45.5 WN01b

C21

C9

C1.5

148

EO.B0.16 ED2a

CLEAR ZONE VARIES REFER TO PRP FLOOR TYPE DRAWINGS

KEY DRAWING REFERENCES: Series No's Title of Drawing Series Series No's 3000 Site plan C215000 5100 4000 Accommodation plans and schedules Site Setting Out 4005 6000 General Arrangement - Plans: 4009-4014 Block A G9 6100 6150 4019-4024 Block B 6200 4029-4034 Block D 6250 Block C 4050-4059 General Arrangement - Elevations: G2 6300 6350 4110 Block A 6400 Block B 4111 1004112-4113 10 12.5 Block C 6450 6500 Block D 4114 6550 4125 Substation Plans and Elevations 6600 4200 Height Rod Sections 6650 Sections: 6700 4210 Block A 7000 4220 Block B 8000 Block C 4230 8500 4240 Block D

3000 4000 4005

J1

I16

F25

EO.B0.17 ED2a

6201(1)Detail Section Rainscreen Trad. UF

Acoustic Req. Window/Door [dB]

106

442.5

A5

D 197

300

750

7820

100

B

TD.B2.10 D05b

IW02

65.5 514

300

65.5 514

5284 30 31 32 33 34 35 36 37

750

300

100

3988.5

TD.B2.05 D05b

1790

100

197

BA

277.5

L3

EO.B1.16 ED2babutment

C24

N

Third Floor FLAT 153500

B1

F20

EO.B2.13 ED1b

G2 G3

Backing board to recessed RWP - Eternit 'Equitone Natura', colour match fixing

Perpend joint plasticsKey: weep hole - Ground beneath dwellings to be treated with herbicide approved on current Bed-joint reinforcement SBFrecommended 45 W100 for use in amenity area. Peep Weep Bekaert or similar and approved FLAT 1. For external wall material finishes - Please refer to materials legend on Visqueen (or INTERIORZedex CPT DPC. To be dressed up wall 2. Compressible Sealants / Mastic - All products to window supplier's revie column) as indicated referred to drawings = 'Compriband' or similar approved. S/S Lintel - refer to S. Eng. and Supplier's for between strength and details 3. DPCand to outer leaf - To be min. 150mm above adjacent ground level with 5 External Drainage Board used hard paving I11 ground/patio levels as shown on elevations. Product to be installed in accord external walls (not required toMasonry areassupport of soft landscaping) system - refer to S. Eng. and 4. Low modulus Mastic Sealant - Where Low Modulus Mastic Sealant is re Supplier's drawings for strength and details J1 polymer Visqueen high performance pitch cavityspec tray I13 to be recommended by Manufacturer/supplier to suit application. 5. RC Floors - refer to Struct Eng. dwgs for Substructure blockwork sizes, w Visqueen or equal approved polyethylene separating I16 6. Pressed metal Cills & Flashing's - Specification, details & fixing requirem I16 layer 7. Skirting - Profile shown indicatively final spec to Client spec in ERs doc. Giproc Fire sealant or equal approved I35 C1.5 8. Window Straps & Window Support plates - All requirements are as adv Stainless steel prefabricated support unit IG Masonry Contractor. EPDM Fully bonded to blockwork, carrier cill and PCC cill/Any window strap profiles & strap dimensions indicated on PRP d I36 Support or equal approved requirements to Subcontractor Design & recommendations. EPDM to be taken up face ofI35 brick by 300mm atfixing all brick 9. Cavity Closers - Thermabate or similar approved, unless noted otherwise 100x215x440 paint grade blockwork leaf laid stretcher abutment/EPDM Wrapped around angle /supplier to suit application. Cavity closers must achieve min. 60 minutes fire bond with 1:1:6 cement : lime : sand mortar. Refer to J3 EO.B1.11 Illbruck waterproof tape 10. Curtain Battens - to be provided in Affordable Rent dwellings over the h I37 structuralWN02 engineer's drawings for compressive strength kitchens and bathrooms where the batten shall be fitted to the window reveal 75mm Isocrete K-Screed (Standard / Heavy Duty) or J1 Not required in Shared Ownership dwellings. 10mm flexible edge strip insulation at junction between equal approved. Preparatory work and application in C1.7 screed and wall constructions / lift threshold accordance with manufacturers instructions. Secured by design - The scheme must meet the Section 2 Physical Securit 700cm2rainscreen free area Aluminium cladding. PPC finish - colour 2014 guidance. Helping hand cladding support bracket fixed to inner leaf L3 dertermined by floor level and to match colour of adjacent blockwork balcony front panels. Discrete fixings back to specialist Typical information subject to installation design & recommendations i L13 Rainscreen support bracket Contractors: design. Rainscreen panels with perforated sections to H7 C4 · Precast floor construction allow adequate ventilation to the cavity. L14 Support angle with perforation 377 460 I35 · Metsec infill walling C10 ZONE EO.B0.12 Kingspan EO.B0.11Kooltherm K108 Cavity Cill Board L20 32mm MDFCLEAR 120mm rigid insulation · External windows / Doors / louvres etc. WN02 WN02 VARIES Board orH7equal approved · Ventilation duct / pipe requirements, locations & distribution. carrier L35 ContinuousREFER TOangle PRP with EPDM over · Boilers & other incoming services 160mm Kooltherm K15 Rainscreen Board (for Blocks A B I10MJ2 60min Fire FLOOR TYPEfilled in accordance with SE rated Joint · Rainscreen cladding DRAWINGS and D)700cm2 free area drawings and specification Typical Information to propriety Supplier/manufacturer typical installat

C9 EO.B3.12 WN01b

O3 A1

A4

C1.5

1 : 100

EW01

I37

EO.B2.14 WN01b

A4 A1

L2

FLAT INTERIOR

I35 EO.B2.15 WN01b

EPDM to be taken up face of brick by 300mm at all brick

I13

External ground level shown indicatively. Refer to PRP Landscape drawing for levels. KEY PLAN

22.5

Re-con stone banding, Balcony threshold Refer to Sheet 6551 - Balcony Details Precast cill support bracket to manufacturer's reccomendations Metal flashing, coping & window surround - PPC finish, EO.B3.11 'slate grey' colour RAL 7015 WN02 Suspended MF ceiling system with suspension hangers, primary support and ceiling channels and connecting E6 clips. Gyplyner Universal ceiling support system by British Gypsum (or equal approved): single layer 15mm EO.B2.11 Soudnbloc plasterboard with channels at 600mm WN02 maximum centres (moisture resistant board to be used in all kitchens&bathrooms)

B1 C4

A4 EO.B3.13 WN03a

100 A2

EO.B2.16 ED2b

H11 EO.B1.17 ED2b

EO.B1.18 WN01b

EO.B0.18 WN01f

SFV

Block B - South-west Elevation A3

2

I36

EW-03 160

OUTSIDE

F42

4220

MJ1 IW02

BD BC BB

02 6303

550 SVP

3590.5

EW04

01 6303

EW01 SVP

430 985

2700

Living/Kitchen/Dining

IW10

14.5 m²

SFV

MJ2

290

IW-23

Stairs 2

SFV

I35

Boiler Flue

1800

0.5 m²

47

910

EO.B2.11 WN02

1400 385

850

Mech. Riser Gas Riser

1.1 m²

IW08

SFV

F2

315

Electrical Riser

38 39 40 41 42 43 44 45 46 3869

1415

SFV

370

EO.B3.14 WN01b

A3 340

B WM

EO.B3.15 WN03a

OUTISDE

Ground Floor 144500

Smoke vent

Fourth Floor 156425

25

G3

C9 EO.B2.17 ED2b

482.5

EO.B0.19 ED3b

F25

435

CD.B2.05 D07a

100 819 100

EO.B1.19 WN01b

A2

C1.6

100

L3

I16 I35

910

IW02

1700

MJ1

TD.B2.06 D01a

EO.B2.12 WN01b1

300

772

1200

IW-23 TD.B2.07 D01a

EW01

1340

TD.B2.08 3569 D01a

OUTSIDE

1565

I8

BE

6215

588

2675

278

1250

916

2100

307.5

300

6287.5

992

First Floor 147650

H11

F10

Note: Wall units shown dashed. minimum capacity 2.1m3

600

IW-23

1009

100

135

I36

BG

1565

12

A6

122.5 122.5 407.5

BF

DW IW02

1500

12.1 m²

01 6300

1810

EW-21 180

50

87.5

SVP

F/F

325

03 6600

4.2 m²

300

600

AD.B2.28 D05a

941

2700

2942 5284 IW10

01 6611

Bathroom

1565

50

EO.B3.16 ED2b

E7

C1.5

106 EO.B1.20 ED1b

322.5

F10

IW02

86

223

1781

AD.B2.27 D05a

5.7 m²

EO.B3.17 ED2b

J1

G2

L35

4111

MJ1

13940

100

3

1800 SVP

Hallway

150575

3600

IW02

459

100

01 6601

02

Corridor

02 6601

100

E6

30

L35

EO.B3.18 WN03a

EO.B2.18 WN01b

EO.B2.19 WN01b

Second Floor 150575

A6

2950

IW02

BH

1800

100

550

2.6 m²

I37

EO.B2.20 ED1b

C1.5

C9

2239.5

IW10

4070

1925

Ensuite

2637.5

4070

BJ

IW02

1442

6611

3357.5

3045

100

100

100

AD.B2.23 D06a

1604

2000

1.8 m²

MVHR

MVHR

Storage

CD.B2.08 D04a

941

12.0 m² 23.8 m²

23.8 m²

MJ1

L14

100

6872.5

125 1146

1630

AD.B2.22 D06d

1900

IW02

399

430

1.5 m²

941

405

899 100

Storage

2355

1400

934

AD.B2.29 D05a

Living/Kitchen/Dining

Living/Kitchen/Dining

IW02

916 AD.B2.25 D05a

213

100

1250

15.0 m²

AD.B2.24 70 D05a 916 125 125

300

100 600

CD.B2.07 D04a

CD.B2.06 D04a

389 AD.B2.31 D05a

195

916

B-17 (49.7 m²)

2584

100

IW02

575

B-12-C

4447.5

4725

5095 100

178 916

AD.B2.20 D05a

1950 886

700

916

800

100

9.6 m²

135

431.5

IW02 IW02

1617

Bedroom 1

13.7 m²

Bedroom 1

3600 2637.5

Hallway

3045

4220

1500

670

B-12-C(H)

916

1800

600

3053

B-18 (49.7 m²)

AD.B2.16 D05a

916

5.8 m²

82

1853

3053

916

600

F/F

1.5 m² 2417

1604 AD.B2.32 D06a

Hallway

100

575

Note: Wall units shown dashed. minimum capacity 1.5m3

100

1800

900

1853

4.2 m²

82

916

600

100 IW02

600

Storage

421.5

IW02

Bathroom

12.0 m²

14.5 m²

IW02

IW02

100

SVP

AD.B2.30 D05a

772

100

100

2233

600

Note: Wall units shown dashed. minimum capacity 1.5m3

AD.B2.15 D05a

5.8 m²

2200 900

389

2100

916

Hallway

F/F

2100

800

F10

100

Bedroom 2 IW02

1898

EO.B3.19

max. pre-camber G9 25mmWN01b @ centre of PCC A2planks. G3 Min screed depth to be 50mm.

Third Floor 153500

L13 PCC Cill (Continuation of window cill behind) bonded to brickwork

EW01

IW02

MVHR

100

IW02

300

13.6 m²

3826

125

2550

3053 3078

WM 300

300

F10

82

195

100

IW02

300 WM

2899

Bedroom 1

IW02

1225

325

SVP

IW02

B-16 (70.2 m²)

2501

AD.B2.21 D05a

300

300

300

3053

600

SVP

4.2 m²

IW02

1415

Stairs 1

2.6 m²

IW02

SVP

DW

1500

100

IW02

Bathroom

916

AD.B2.14 D05a

1400

1267

SVP

2100

600

100

DW

421.5

Bedroom 1 IW08

Ensuite

SVP

4267 800

SVP

100

1200

100

AD.B2.18 D05a

125

1200

AD.B2.17 D05a

100 1800

4.2 m²

DW

325

600 300

600

100

1099

1600

Bathroom WM

IW02

3078

325 325

2417 1604

IW02

IW02

46 45 44 43 42 41 40 39 38 3869

IW10

2100

4195

1.1 m²

100

F10

900

2200 900

300

300

2100

capacity 2.1m

3078

MVHR IW02

1.5 m²

CD.B2.01 D07a

Electrical Riser

1050

6442.5

82

100

916

AD.B2.11 D05a

1050

82

125 916

AD.B2.12 D05a

800 1225

Storage

135

IW-23

2950

SVP

DW

1050

992

1700

0.5 m²

47

SVP

IW02

800

AD.B2.13 D06a

300

588

1400

100

IW02

600 F/F

600 Note: Wall units shown 3053 dashed. minimum 300 3

600 300

6442.5

0.5 m²

24.4 m²

WM

4195

Gas Riser Mech. Riser

Living/Kitchen/Dining

F10

Bathroom

100

100

100

178 916

100

AD.B2.09 D05a

886

100 941

CD.B2.04 D04a

100 600

405

135

12.1 m²

TD.B2.01 D01a

IW02

1853

2032

AD.B2.19 2550 D05a

300

82

819

22.7 m²

3053

1853

3053 Note: Wall units shown dashed. minimum capacity 2.1m3

430

399

CD.B2.03 D04a 941

Corridor

Living/Kitchen/Dining

3053

916

100

B-24-A(H)

min. 10 mm air gap

IW02

IW01

11.5 m²

849

3903

22.7 m²

600

100F/F

4.2 m²

IW02

100

100

Living/Kitchen/Dining IW02

1099

1146

1200

100

5284

1009

TD.B2.02 3569 D01a

2100

4195

2700

5952.5

435

EO.B2.21 ED1b

BB

02

431.5

IW-23

B-15 (69.2 m²)

3903

6610

300 720

850 6215

315

600

TD.B2.03 D01a

600

WM

300

1950

6872.5 2330

2700

1500

3140 1655

IW-23

100

300

150575

IW10

6610

IW10

IW02

9.6 m²

1500

1200 B

Boiler Flue

1810

125

2942

01

EW01

2

1630

CD.B2.02 D04a 941

325

300

IW02 IW02

125

Hallway

MVHR

1604

AD.B2.01 D05a

F/F

B-14 (69.2 m²) 100

2584 934 100

IW02 Note: Wall units shown dashed. minimum capacity 2.1m3

916

849

2550

1200

3826

AD.B2.07 D06d

1.5 m²

AD.B2.06 2000 D06a

Storage

1.8 m²

MVHR

1250

Storage

223

87

307.5 F10

1500

300

DW

899

2355

SVP

MJ1

985

600 100

385

BF

100

213

100 278

3442

5.7 m²

916

916

100

Ensuite 2.6 m²

AD.B2.08 D05a

100

Hallway

86

778

BE

BD BC

1898

IW02

AD.B2.03 D05a

916

4.2 m²

1400

SVP

916 1900

AD.B2.02 D05a

2100

1400

910

EO.B2.22 WN02

13940

2100 IW02 100

13.6 m²

100

AD.B2.05 D05a

IW02

Bathroom

Bedroom 1

IW02

322.5 F10

2501

13.7 m²

70 125 125

916

IW02

430

BG

Bedroom 2

15.0 m²

SVP

MJ1

2

4111

Bedroom 1

IW02

100

1000 2675

05 6850

5095

4725 125 916

1617

459

2.6 m²

2032

IW02

B-13 (70.2 m²) AD.B2.04 D05a

100

Ensuite

1400

710

1925

BH

B-24-A

5475

100

6290

MJ1

BJ

B-24-B(H)

1655

IW02

Bedroom 2 IW02

B-24-B

AD.B2.10 D05a

BB BC

447

EPDM bonded to Siniat sheating board

FLAT INTERIOR

L3 EO.B3.20 WN03a

MJ1

Smoke vent

33

10 12.5

F20

3642

3125

IW02

IW01

3045

IW02

3045

IW02

3045

11.5 m²

3045

3125

3385

IW01

IW02

100

Fourth Floor 156425

Bedroom 2 IW02

EW01

EW-03 160

87.5

MJ1

Smoke vent

370 30

EPDM to be taken up face of brick by 300mm at all brick abutment

IW02

584

3903

100

B

3767

TD.B2.09 D05b

10704

2899

175.5 750 514 68

300 100

750 514 68

6688.5 3642

TD.B2.04 D05b

100

175.5

277.5

100

BK

A5

BA

Keynote Text

335

900

EW03

EO.B2.07 WN01b

B15

M7

Cavity Barrier / FireMJ1 Stop,Movement Siderise RH/RV Joint or equal and approved with DPC extending 25mm either side of cavity O3 uPVC Window with hermetically sealed double-glazing units barrier, where in contact with brick outer leaf (obscured to bathrooms, cloakrooms and shower rooms) in full Plasterboard dab compliance with ‘Secured by Design’ requirements; white colour. Refer to 7000 package for size Skirtings:moisture resistant MDF, minimum height of and specifications 150mm, 15mm thickness, pencil rounded. O5 Aluminium louvredApply door -mastic PPC finish, 'slate grey' colour RAL joint to seal any gaps and7015 to ensure skirting in isolated from screed. * To prevent the risk of manganese brick staining of these bricks, 12.5mm plasterboard witherected skim coat finish, continuous newly masonry should be covered by waterproof sheeting to ribbon of adhesive around all openings, along top and protect fresh mortar and openthe cavities to stop masonry becoming GENERAL DETAIL NOTES bottom of the wall, and at all internal and external saturated. - No gas protection has been assumed in PRP detailing. corners. As per Accredited Construction Details- (ACD's). Drawings to be read in-conjunction with relevant structural drawings. C9 N.B. moisture-resistant used in wet areas. Plasterboard - Incomingto service routes are not shown and subject to M&E detail design. For additional information re. services details, layouts, positions and drainage be Gyproc Fireline

250

1740

910

EW01

B13 B14

F25

610

2240

EO.B2.06 ED2b

B11 B12

prp-co Londo 020 7

150 75 610 890

4060

1810

01 6510 RWP

B10

A6

203

MJ1

1

2240

03 EO.B2.05 6302 ED2b

203

MJ1

277.5

RWP

4060

01 6500

1810

02 6500

B9

475

2240

EW01

EO.B2.04 WN01b

B8

65

910

EW03

B7

85

4060

900

B6

335

2240

EW01

B5

FL-23

4060

910

EO.B2.03 WN01b

B4

250

1740

2240

B3

56.5

1145

910

EO.B2.02 WN01b

B2

B15

Value

Keynote Text

85

2700

1565

EW01

B14

min. 10 mm air gap

900

EW03

B13

min. 10 mm air gap

805

910

EO.B2.01 WN01b

04 6200

B12

665

3529.5 1565

B11

Triple Soldier Course

36440 198

4 6200

B10

85

B9 4111

285

B8

FL-01

B7

200

B6

min. 50mm

B5

25

B4

277.5

B3

uppermost cant brick cut off to be in line with course below in

A1

Facing brick - Buff Brick with un-pigmented sand-cement mortar Triple soldier course - Buff brick with unpigmented sand-cement mortar. Brick Slip 25mm Buff/Dark - Please refer to Elevations for brick BD colour. BE BF BG BH BJ BK PL 3.2.1 Widebed Plinth Stretcher - Dark brick. *Back of uppermost cant brick cut off to be in line with course below in order to reduce corbel to less than 1/3 of external skin. Bed Joint Reinforcement to be added and continue in to adjacent MJ1 coursing.

A3

B2

AA5111C-6500

EO.B2.21

C1.5

Value

A1

B1

Viking House

EO.B2.22 WN02

B1 Re-con stone banding, threshold C1.5 Scale @ A1 As indicated Record Issue &Balcony Typical information subject to installation design & recommendations including review by all relevant Consultants Sub-Dark orange colour RAL 2000 C1.5 Metal panel - PPC Aluminium, Contractors: A4 C1.6 Metal panel - PPC Aluminium, Mid orange-red colour RAL 2010 · Precast floor construction C1.7 Metal panel - PPC Aluminium, Red colour RAL 2004 EO.B1.22 EO.B1.21 · Metsec infill walling A1 WN02 WN03a C4 Precast cill support bracket to manufacturer's reccomendations · External windows / Doors / louvres etc. C7 Single ply membrane; lead grey colour with 'Décor' standing · Ventilation duct / pipe requirements, locations & distribution. C1.6 seams · Boilers & other incoming services 700cm2 free area required C9 Metal flashing, coping & window surround - PPC finish, 'slate · Rainscreen cladding colour 7015 A6 details&instructions grey' Typical Information to propriety Supplier/manufacturer typical installation subject to RAL review as noted: C10 Entrance canopy - Aluminium rainscreen cladding, outer edge to · Single Ply Roofing A3 EO.B0.20 be shaped as shown. Discrete fixings back to SHS framing to LD03 · Cavity Barriers C4 H7 specialist's design. PPC Aluminium, 'slate grey' colour RAL O5 · Fire Barriers 254.5 460 7015. · Solar Panels EO.B0.22 EO.B0.21 WN02 A1 H7 E7.5 Rainscreen system - PPC Aluminium, Dark orange colour RAL · Insulation Products WN02 2000 · Sealants / Mastic & Movement Joint products E7.6 Rainscreen system - PPC Aluminium, Mid orange-red colour The above items noted are not exhaustive & may include other products & systems 700cm2 free area RAL 2010 required E7.7 Rainscreen system - PPC Aluminium, Red colour RAL 2004 H7 Ventilaton grill fixed to wall with a proprietary spacer - PPC BE Aluminium, colour matched to surrounding brickwork L2 Juliette balcony railing - Mild steel top/bottom rails and balusters, Material Legend Materialcomprises Legend 60x25mm mild steel top rail & 60x10 bottom rail with welded corners, 40x10mm mild steel balusters welded to top & bottom rail. Balusters to be positioned centrally within frame. Key Key PPC finish 'slate grey' colour RAL 7015

C1.7

E7.6

FR

Checked RS FR RS must meet theED1b Section 2 Physical Security (window and door certs etc.) aspects SBD to New Secured by design - The scheme order to reduce lessHomes than 1/3 of external skin. Bed Joint REV C4ofcorbel RS 2014FRguidance. Balcony Details (Trad. Blocks) V1 Reinforcement to be added and continue in to adjacent coursing. Date 12/21/17

A1

E7.7

SFV

03/04/18 11/05/18 16/05/18 17/08/18 05/09/19

A4

G9

L14

EO.B0.07 WN01b

SFV

1002.5

EO.B0.04 C10 WN01b

O3

F20 SFV

1 C1 C2 C3 C4

150575

122.5 2432.5

2915 EO.B1.03 WN01b

122.5 1115

*PRP have sized the visual. Pure Structure to verify and design the structural elemen

Refer to subcontractor design packages as follows: GENERAL DETAIL NOTES 1:5 For final pre-cast hollow core concrete planks refer to Bison drawings. - No gas protection has been assumed in PRP detailing. For final kitchen design and storage capacities refer to Magnet Kitchen installation drawings. - Drawings to be read in-conjunction with relevant structural drawings. 02 For internal doors final details and specification please refer to Dorplan drawings and schedules. - Incoming service routes are not shown and subject to M&E detail design. For final external door configuration and specification refer to Sealtite/Deamon door package. Refer to subcontractor design packages as follows: For additional information re. services details, layouts, positions and drainage locations refer to Pinnacle ESP detailed drawings. For final metal canopy design and specification refer to D&A drawings. For final pre-cast hollow core concrete planks refer- SE to Bison 01 / floordrawings. sub-contractor to ensure loadings for future floor lift are considered. Forand finalstair balcony section sizes, setting out and specifications refer to DA canopy package. Refer to Sealtite drawings for final external PVC windows door sections andtospecifications. - Ground&beneath dwellings be treated with herbicide approved on current list panels of Agricultural Chemicals Approved Scheme and package. For final rainscreen details and specifications refer to DA rainscreen For final kitchen design and storage capacities refer to Magnet Kitchen recommended for useinstallation in amenitydrawings. area. Refer to D&A drawings for as installed bay window details in blocks B, C and D. For internal doors final details and specification please refer to Dorplan drawingsfinishes and schedules. legend on 1050-1400 Dwg and Series elevations.Inspection report for final Block C semi-basement 1. For external wall material - Please refer to materials Refer to Pure Structures drawings the GA waterproofing For final aluminium external doorBK configuration and2.specification to Sealtite. For steel external All products to windowwaterproofing supplier's & recommendation. Where compressible Sealant strip is Compressible / Mastic BJ BH referSealants BG BF BEthe-BD BC BB BA review details. louvred door pacakge refer to Deamon drawings. referred to = 'Compriband' or similar approved. MVHR locations shown indicatively. Refer to NWP drawings for final location of ventilation units. Refert o Wolf systems drawings for roof truss design and specifications. 3. DPC to outer leaf - To be min. 150mm above adjacent ground level with 5mm projecting beyond face of mortar. Stepped to suit For final metal canopy design and specification refer to D&A drawings. ground/patio levels as shown on elevations. Smoke vent Product to be installed in accordance with manufacturers details/instructions For final balcony section sizes, setting out and specifications refer MJ1 toMastic DA canopy package. - Where Low Modulus Mastic Sealant is referred to = 'Arbosil' By Arbo or similar approved. Product 4. Low modulus Sealant For final aluminium rainscreen panels details and specifications refer Slope= to DA rainscreen (4.2°)package. spec to be recommended by Manufacturer/supplier to suit application. Elevation Materials Legend 1:14 CLEAR ZONE VARIES Refer to D&A drawings for as installed bay window5.details in blocks B, to C Struct and D.Eng. dwgs for Substructure blockwork sizes, wall. RC Floors - refer 1 : 200 REFER TO PRP KeyDesign & recommendations Refer toFourth Pure Structures drawings and the waterproofing Inspection final Block- Specification, C semi-basement Floor details & fixing requirements to Subcontractor 6. Pressed metal report Cills &for Flashing's Keynote Text FLOOR TYPE Value waterproofing 7. Skirting - Profile shown indicatively final spec to Client spec in ERs doc. 156425details. DRAWINGS A4 MVHR locations shown indicatively. Refer to NWP8.drawings final location of ventilation units. - All requirements are as advised by sub-contract installer and agreed with Main Windowfor Straps & Window Support plates Contractor. Any window strap profiles & strap dimensions indicated on PRP dwgs as the indicative only. Specification & A1 Facing brick - Buff Brick un-pigmented sand-cement mortar EO.B3.21 EO.B3.22 Note: All products/materials to be proposed or equalwith approved O3 are to be treated WN03a WN02 to Subcontractor Design & recommendations. fixing requirements A2 areas Horizontal Recessed - Buff Brick with un-pigmented Details also relate to other in Blocks A, BBrick and Detail D from those shown above A1 spec to be recommended by Manufacturer 9. Cavity Closers - Thermabate or similar approved, unless noted otherwise. Product sand-cement mortar /supplier to suit application. Cavity closers must achieve min. 60 minutes fire integrity. A3 Triple soldier course - Buff brick with unpigmented sand-cement B1 Third Floor of each window, balcony door or sidelight (except in 10. Curtain Battens - to be provided in Affordable Rent dwellings over the head mortar. C23 153500 kitchens and bathrooms where the batten shall be fitted to the window reveal head). The batten to 150mmSoldier beyond each(single, reveal. double, triple) - Dark brick. A4extend Recessed course A4 Not Dwn required dwellings. Rev Date Description Ckd in Shared FR Drawn Ownership A6 PL 3.2.1 Widebed Plinth Stretcher - Dark brick. *Back of

A2

C24

4017.5

122.5

EO.B1.08 WN01b 122.5

122.5 1115

C1.5

1000 gauge 0.25mm Polythene Vapour Control

610

First Floor 147650

EO.B1.09 WN01b

C1.5

A2

C1.5

E7.5

min. 10 mm air gap

2467.5 EO.B1.10 WN01b

Ground Floor 144500

EO.B3.03

WN03a WN03aNo's Title of Drawing WN01b WN01b Series No's Title WN03a Series No's Title of Drawing Series Series Series of Drawing Series A2 4110 M7 General Arrangement - Elevations: M7 I13 5000 Strategies 6400 Roof (Blocks A B D) 4111 Block A 6450 Roof (Block C) 5100 Cores A1 4112-4113 Block B 6500 Balconies (Blocks A B D) Detail Drawings: 4114 Block C C21 6550 Balconies (Block C) 6000 Principle Construction (Types) 4125 Block D B1 6600 Internal Details (Blocks A B D) 6100 Substructure (Blocks A B D) 4200 Substation Plans and Elevations 6650 Internal Details (Block C) 6150 Substructure (Block C) A4 Height Rod Sections 6700 Substation 6200 External Envelope (Blocks A B D) H9 4210 Sections: External Window and Door Schedules 6250 External Envelope EO.B2.05 EO.B2.04 EO.B2.03 (Block C) EO.B2.027000 EO.B2.01 I13 4220 Block A InternalWN01b Door Schedule 6300 Windows & External Doors (Blocks A WN01b B D) 8000 ED2b WN01b WN01b O3 4230 Block B 8500 Bathroom Types 6350 Windows & External Doors (Block C) 4240 Block C

ED2b

E7.5

115 All intellectual property rights reserved.

150575

min. 10 mm air gap

L14

RWP

EO.B3.06

Block D E7.5

SecondFigured Floor dimensionsC9 Do not scale drawing. to be worked to in all A5 cases.

WN01b

RWP

A4

WN03a WN03a Series No's Title of Drawing Series Site plan 3000 Accommodation plans and schedules 4000 Site Setting Out 4005 General Arrangement - Plans: Block A 4009-4014 Block B 4019-4024 Block D 4029-4034 Block C 4050-4059 EO.B2.07 EO.B2.06

A2

M7

Third Floor 153500

H9

I7

6550 Block A Level 1 - Key for Details

C7

E5

Fourth Floor 156425

F2

Perpend joint plastics weep hole Balcony Drainage - Aluminium drainage tray/soffit for full length and width of balcony. Tray to drain to shadow gap drainage slot in outer balcony edge, away from brickwork. PPC finished 'slate grey' colour RAL 7015 to match balcony cladding and suspended from balcony structure on metal carrier system to specialist's details.

6500(2) Detail Section Typical Balcony - side railing

02

400

B15

H9 H17

12.5

1:5

400

*

12mm Calcium Silicate Board Aluminium box section uPVC Window with hermetically sealed double-gl units (obscured to bathrooms, cloakrooms and sh rooms) in full compliance with ‘Secured by Design requirements; white colour. Refer to 7000 packag size and specifications

INTERNAL FLAT

M2

6500(1) Detail Section Balcony to Wall Junction

01

M2 N27 O3

The project will be completed in Dec 2019 and residents will be moving in before the end of the year thus hitting our PC deadline on budget and a high level of quality and client satisfaction.

A3

F2

L30

85

*Reduced cavity depth. Please refer to minimum cavity in Kingspan BBA

30

L29

610 965

H17

Farrat thermal break plate

I27 I35 J1

150

Isolating neoprene strips

Stainless steel prefabricated support unit IG Masonry Support or equal approved Balcony Hanger 10mm flexible edge strip insulation at junction between screed and wall constructions / lift threshold Balcony Cladding - folded PPC Aluminium fascia cladding to cantilevered balconies, discreet fixings to base structure; 'slate grey' colour RAL 7015 120mm rigid insulation Kingspan Kooltherm K108 Cavity Board or equal approved 100mm METSEC or equal light steel frame with knauf earthwool flexible slab insulation or equivalent (thermal conductivity - 0.036 w/mk) between studs Cavity Barrier / Fire Stop, Siderise RH/RV or equal and approved with DPC extending 25mm either side of cavity barrier, where in contact with brick outer leaf 12.5mm plasterboard with skim coat finish, continuous ribbon of adhesive around all openings, along the top and bottom of the wall, and at all internal and external corners. As per Accredited Construction Details (ACD's). N.B. moisture-resistant used in wet areas. Plasterboard to be Gyproc Fireline

C24

J1

min. 10 mm

I13 I16

Visqueen Zedex CPT DPC. To be dressed up wa column) as indicated Visqueen high performance pitch polymer cavity t Visqueen or equal approved polyethylene separa layer Soft Joint below brick support Giproc Fire sealant or equal approved 75mm Isocrete K-Screed (Standard / Heavy Duty equal approved. Preparatory work and application accordance with manufacturers instructions. Balcony decking: Antislip non-combustible folded aluminium checker plt. decking Balcony Railing - formed in mild steel flats welded specialist fabricator's design. 60x25mm mild stee tucking into cill bonded to back of PC cill & 60x10 bottom rail with welded corners all to spe design, 40x10mm mild steel balusters welded to bottom rail to specialist design, PPC finish 'slate g colour RAL 7015 to match other metalwork. Balus setting out to be no less than 50mm from frame e be positioned centrally within frame, refer to settin balusters for details.

I was project architect for this scheme under the supervision of my line manager and assited TSL coordinating the team of consultants and delivered a construction detailed package in April 2018 barely 5 months after we began work on it. I followed on to stage 5 to support site works and review subcontractor’s drawings

I35

Cill Support bracket

I8

FL-23

B1

Keynote Text

The project consists of 3 blocks of traditional construction and an RC frame tower of 9 storeys. Triple soldier course - Buff brick with unpigmented sand-cement mortar. Re-con stone banding, Balcony threshold Balcony Front Metal Panel - PPC Aluminium, for RAL colours refer to Elevation Drawings 4110-4114 Suspended MF ceiling system with suspension hangers, primary support and ceiling channels and connecting clips. Gyplyner Universal ceiling support system by British Gypsum (or equal approved): single layer 15mm Soudnbloc plasterboard with channels at 600mm maximum centres (moisture resistant board to be used in all kitchens&bathrooms)

A3

O3

Material Legend

Key Value

Keynote Text

Viking House

AA5111C-6201

B1 C9 C21

C23

C24 E6

Facing brick - Buff Brick with un-pigmented sand-cement mortar Triple soldier course - Buff brick with unpigmented sand-cement mortar. Brick Slip 25mm Buff/Dark - Please refer to Elevations for brick colour. PL 3.2.1 Widebed Plinth Stretcher - Dark brick. *Back of uppermost cant brick cut off to be in line with course below in order to reduce corbel to less than 1/3 of external skin. Bed Joint Reinforcement to be added and continue in to adjacent coursing. Re-con stone banding, Balcony threshold Metal flashing, coping & window surround - PPC finish, 'slate grey' colour RAL 7015 Suspended MF ceiling system with suspension hangers, primary support and ceiling channels and connecting clips. Gyplyner Universalprp-co.uk ceiling support system by British Gypsum (or equal approved): single layer 15mm London Soudnbloc plasterboard with channels at 600mm maximum centres 020 (moisture 7653resistant 1200 board to be used in all kitchens&bathrooms) Stainless steel prefabricated support unit IG Masonry Support or equal approved 10mm flexible edge strip insulation at junction between screed and wall constructions / lift threshold

E7

F5

F8 F25

F32 F42 G3

G9

H9 H11 I10


Wembley Park, E05 458 Units, London, UK

PRP

Wembley Park E05 Wembley park masterplan is a mixed used scheme in West London including over five thousand residential units in which the ‘E sites’ were comprising over one thousand units was designed and delivered by PRP. The development totals of 63,686 sqm GEA, comprising: • 42,257 sqm NIA (458 units) Residential dwellings and supporting spaces • 17,996 sqm NIA Coach parking, basement parking and two levels of DDA parking • 264 sqm NIA A1-A3, D1-D2 or B1 space I was involved in E05 project for three months working together with a pre-cast concrete manufacturer to assess the suitability of delivering this project with their system rather than a traditional brick facade. The work included the geometric studies for panelization of the pre-cast elements, study suitable locations for fixing corbel points and minimizing joints to retain the brick facade look as much as possible.


Lewisham Gateway Phase 2, Mixed-use 844 Units, London, UK

PRP

A

B

D1

C

D1

D

D1

E

D1

F

D1

G

D1

H

D1

2

I

D1

D1

2340 8725

8725

8725

8725

8725

8725

8725

8740

1 D1 3455

FFL 9100 SSL 8950

3.2m clear below beam

3.2m clear below beam

CORE D1-4

RWP

2 D1

RWP

3455

Retail 62.53 m²

6.51 m²

3.2m clear below beam

FFL 9100

Retail 68.08 m²

SSL 8950 Indicative location of kitchen & WC

3 D1

Indicative location of kitchen & WC

Indicative location of kitchen & WC

FFL 9100

Fire Fighting Lift 13 Person

Cleaners Cpd

FFL 8760 3455

Retail DNO s.

FFL 9100

FFL 9100

SSL 8950

SSL 8950

Residential tank room

RWP/PH

17.98 m²

Level adjusted to EA comments

1

Retail refrige pw

2340

Lift

13 Person

13 Person

F&B Extr

SSL= +9.050 FFL= +9.200

Residential tank room

25mm Ramp to lift entrance

Fire Fighting Lift

17.33 m²

2.08 m²

SSL 8600

Retail comms s.

Lift 13 Person

Retail 205.63 m²

Retail Incoming MCWS

RWP/PH

2340

Retail DNO

F&B 220.11 m²

1

4 D1

F&B comms supply

3455

Retail Incoming MCWS

SSL 8950

Retail 206.77 m²

25mm Ramp to lift entrance

E.S.R. BCW

LTHW.R. BCW

F&B Extr

RWP/PH

RWP/PH IT.R.

5 D1

RWP/PH

LTHW.R.

Lobby

Comms room

5.68 m²

5.42 m²

Visitor Cycles

23630

3455

3.78 m²

CORE D1-2

Indicative location of kitchen & WC

13635

7.38 m²

IT R. RWP/PH

Residential Bins

CORE D1-3 Landlords LV room 6.26 m²

Comms s. RWP

Comms s. F&B LTHW Inc. MCWS DNO s.

3455

DNO s. F&B MCWS

6 D1

FFL 8800

RWP/PH

RWP/PH

5.29 m² FFL 8800 SSL= 8.650

SSL= 8450

7 D1

WC

Fire shutter

Lobby

41.15 m²

1.41 m²

SSL 8650

CORE D1-4

LTHW Room 7.4 m²

Fire shutter

WC

SSL 8450

LTHW Room 7.4 m²

4.37 m² Inc. MCWS RWP E.S.R. Inc. wet riser

Gym Accommodation Stair

DNO s.

3455

Bus Ticket Office

4.69 m²

11.51 m²

50.35 m²

13645

PRS Management

FFL 9200

5.59 m²

SSL 8950

RWP

SSL 9050

RWP DNO s.

DNO supply

DNO supply

RWP Inc. comms

Resi Lobby Gas Room

49.95 m²

SSL 9050

FFL 9100

Visitor Cycles

3.15 m²

12.61 m²

SSL 8450

Resi Lobby

FFL 9200

9.12 m² FFL 8600

32.61 m²

325.34 m²

Cleaners Cpd

2.59 m² FFL 8800

Supervisors Office

Gym Lobby

F&B

3.17 m²

Residential Bins

Lobby 3455

SSL 8950

Indicative location of kitchen & WC

Indicative location of kitchen & WC

14.22 m²

Comms room FFL 8600

17.11 m²

FFL 8600

FFL 9100

9.49 m²

SSL= 8.650

Landlords LV room Gym BCW E.S.R.

Gym tank room Lift 13 Person

8 D1

21255

39.46 m²

Comms supply Retail Incoming MCWS

Gas Room

Inc. wet riser

E.S.R.

Comms supply Retail Incoming MCWS

4.67 m² RWP F&B comms s.

Inc. comms Inc. MCWS

F&B DNO s.

FFL 8600 FFL 8600

F&B inc. MCWS

SSL 8450

F&B inc. LTHW

SSL 8450

9 D1 2 2340

BLOCK D1. Level 0 1 : 100

A

B

D1

C

D1

D

D1

E

D1

F

D1

G

D1

H

D1

2

I

D1

D1

2340 8725

8725

8725

8725

8725

8725

8725

8740

Balustrade removed / mansafe system added

Lewisham Gateway, Phase II

1 D1 3455

KEY PLAN C

RWP

safe

Roof Access hatch

syst em

E

4.20 m²

D2

Description

Dwn Ckd

Drawn

MR

7

1st Stage 3 Issue for comments RWP Drawing previously issued as ''2301 ground floor plan''. Issued for design Consultant freeze Balcony Stage 3 Draft Issue 4.3 m² Team Issue - Stage 3 Coordination

FR MC

RS RS

Checked

RS

MC FR

RS RS

Date

27/05/16

Scale @ A1

1 : 100

11/11/16 10/02/17 10/03/17 05/07/17

10

RWP

2465

RWP RWP

3360

3985

3755

For Comment Balcony 4.2 m²

RWP

Balcony 4.2 m²

Balcony

AA5575-2300 REV 10

Block D1 - GA Plan - Level 0

ROOF OVER GYM RWP

3375

3475

Balcony

6.52 m²

3 D1

Lewisham Phase 2

Rev Date

tem8 fe sys Mansa 9

D1

Balcony

3455

2

Man

Balcony

Designed with reference to the surveys, information and reports listed: 3.99 m² Ordnance Survey Mapping Data. Volker As-Built Survey Information.

CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and D1 Environment Assessment Record. All intellectual property rights reserved.

3760

3465

4.43 m² Balcony 5.2 m²

3455

1B2P D1-12A-G

RWP

1B2P D1-12C-G

1B2P D1-12F-G 3B6P D1-36A-G

1

4 D1

Lift

2340

Fire Fighting Lift

13 Person

2B3P D1-23D-W

RWP

S.C.R.

1 Fire Fighting Lift

13 Person

13 Person

F&B Extr

Gym refr. R.

L.E.R.

T.E.R.

13 Person

S.C.R. 25mm Ramp to lift entrance

3455

Lobby IT.R.

5 D1

2340

E.S.R.RWP

25mm Ramp to lift entrance

FFL= 18100 SSL= 17970

Lift

L.E.R.

T.E.R.

2B4P D1-24H-G

W.M.R.

FFL= 18100 SSL= 17970

2B3P D1-23F-W

Lobby

CORE D1-3

E.S.R. LTHW.R.

Gym refr. R. LTHW.R.

W.M.R.

RWP

F&B Extr

1B2P D1-12B-G 1B2P D1-12D-G

6 D1

3395

S.C.R.

Gym refr. R.

CORE D1-2

3455

2B3P D1-23G-W

RWP

S.C.R.

Wet R.

RWP IT.R. PH

1B2P D1-12H-G

1B2P D1-12G-G

Wet R.

2B4P D1-24D-G 2B4P D1-24F-G

0

The residential element of this mixed-use development will deliver 538 PRS units, 144 co-living units, and will provide new and existing residents with an 8 screens cinema, a gym, office space, retail and F&B units.

2B4P D1-24E-G 3455

3990

3640

1430

3975

3650

3405

Balcony

7 D1

4.27 m²

2760

3140

3400

3385

3170

3455

4.14 m²

RWP

Balcony 4.7 m²

RWP

RWP

Balcony RWP 4.2 m²

Balcony

RWP

3500

Balcony 4.3 m²

RWP

Balcony

Balcony

RWP

4.69 m²

4.68 m²

8 D1

Phase II of Lewisham Gateway is the cornerstone of Lewisham’s vision of its centre providing 854 residential units, a leisure and commercial hub and convenient transport links to London.

RWP

3455

Balcony 5.8 m²

9 D1

2 2340

A Minor Material Amendment had been submitted soon before I joined PRP and LGW was the first project I worked on to develop the design, coordinate a large team of consultants and produce a Stage 3 Report that could be taken forward for an imminent start on site.

BLOCK D1. Level 2 1 : 100

KEY FOR FLATS REFERENCE NUMBER Occupancy Unit type Number of bedrooms General needs Block D2

KEY PLAN

Wheelchair D2-NOU-G/W

C Example: D2-24B-G This Flat is within Block D2. It has 2 bedrooms. The occupancy is 4 persons. The unit type is "B" and it has been designed for people with general needs.

Designed with reference to the surveys, information and reports listed: Ordnance Survey Mapping Data. Volker As-Built Survey Information.

CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record. All intellectual property rights reserved.

E

D1

D2

Rev Date

Description

1

10/02/17

2 3 4

10/02/17 10/03/17 05/07/17

First Issue of Level 2. Drawing previously issued as Level 1. Issued MC for design Consultant freeze Issued for design Consultant freeze MC Stage 3 Draft Issue MC Team Issue - Stage 3 Coordination FR

Dwn Ckd RS RS RS RS

Drawn

MC

Lewisham Phase 2

Checked

RS

Date

09/02/17

Scale @ A1

1 : 100

AA5575-2302 REV 4

Block D1 - GA Plan - Level 2

The facade of the all blocks was designed by UN Studio and a big part of my role during my time working in LGW was to assist UNS with the production of a external envelope detailed package.

Facade may be widened by 50mm outwards. Building's footprint may increase.

A

B

C1

C

C1 6174

D

C1

0

C1

2262

p

P

6563

5302

Q

P

R

P

4800

S

P

4800

T

P

4800

U

P

4800

V

P

4800

4800

W

P

X

C2

4800

Y

C2

4271

C2

8558

6807

1 C1 Accessible Room 26.4 m²

2

1

2261

2260

1 2261

4326

Accessible Room 22.4 m²

C215

2 C1 Double Shower Room 15.7 m² 3245

3375

FFL= 23265 SSL= 23196

S.C.R.

Lobby 24.6 m²

F&B Ext

RWP

3 C1

C216 Lift 8-person 3170

3245

E.LV.R

25mm Ramp to lift entrance

1720 Refrig. P.

Data R.

Core C6, Hotel Stair 14.7 m²

3245

CW R. Double Shower Room 15.7 m²

Tank CWS

Lift 8-person

C217

Fire Fighting Lift 8-person 1850

Dry R.

3170

Double Shower Room 15.7 m²

4 C1

RWP PH

C218

Storage

5 C1 3245

3170

PH 2 2260

2

Linen store 37.7 m²

2260

Double Shower Room 15.7 m²

6 C1

C219

LV.R

3245

Vent. Vent.

3170

Double Shower Room 15.7 m²

RWP Ref.rSup.r Ext.r

PH

C220

7 C1 3245

3170

FFL= 23265 SSL= 23196

Hotel corridor 84.4 m²

Water Storage 38.0 m²

Double Shower Room 15.7 m²

C221

8 C1

(acoustic buffer zone)

Family Room 23.6 m²

Residential Service Riser

Vent.R

RWP

PH PH/RWP

CWS Core C2, Residential Stair 13.3 m²

LTHW.R. Lift overrun

Dry R.

C2

RWP

22

Lobby 2.4 m²

RWP

338 6

S.C.R.

FFL= 23265 SSL= 23196

Family Room 22.0 m² Core C5, Hotel Escape Stair 16.0 m²

Dry R.

FFL= 23265 SSL= 23196

1B2P C-12C-G

Balcony

e

C2

23

6.06 m² Fire Fighting Lift 13-person

VP.R.

RWP

7 390

401 6

9 C1

Lobby 17.9 m² 25m m Ram p to lift entr anc

Lift 13-person

RWP

S.C.R.

LV Room 13.5 m² Landlord's Store

24

F&B Ext

7 391

1B2P C-12B-W

376 7

Family Room 22.0 m²

10C1

C2

Comms Room 3.9 m²

R.access/st. Family Room 22.0 m²

2B4P C-24B-G

Hotel BOH 21.7 m²

S.C.R.

C2

25

RWP 318 9

11C1 7 391

C2

Family Room 26.5 m²

2 272

Family Room 29.1 m²

306 6

26

RWP

12C1

Balcony

RWP

5.69 m² Double Shower Room 19.9 m²

WCH unit

C2

27

13C1 C1

C1

E

F

C1

C1

G

C2

H Room updated

C2

N

2

KEY TO FLAT REFERENCE NUMBERING

C - L03 GA Plan

O

C2

1

2261

2261

P

1 2260

Occupancy

1 : 100

Unit identifier Number of bedrooms General needs Block D2

CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record. All intellectual property rights reserved.

Designed with reference to the surveys, information and reports listed: Ordnance Survey Mapping Data. Volker As-Built Survey Information.

Wheelchair

KEY PLAN

D2-NOU-G/W

C

Example: D2-24B-G This Flat is within Block D2. It has 2 bedrooms. The occupancy is 4 persons. The unit type is "B" and it has been designed for people with general needs.

D1

E D2

Rev Date

Description

Dwn Ckd

1

10/02/17

RS

10/03/17 05/07/17

First Issue of L3. '2203' was previously issued as L2. Issued for design consultant freeze Stage 3 Draft Issue Team issue - Final Stage 3 Coordination

MC

2 3

MC FR

RS RS

Drawn

MC

Checked

RS

Date

06/02/17

Scale @ A1

1 : 100

Lewisham Gateway Phase 2 Block C - GA Plan - Level 3

AA5575-2203 REV 3

The complexity of the scheme given the mix of uses, block shapes and massing, size of the design team to coordinate made this project especially challenging but my team succesfully delivered the reports with high levels of satisfaction from the client.


Cherry Park - Westfield, Mixed-use 635 Units, London, UK

PRP Cherry Park

Detail Locator Schedule Description Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study Bay Study

BS - A1-BS-01

External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details External Wall Details Internal Detail Internal Detail Internal Detail Internal Detail Internal Detail Internal Detail Internal Detail Internal Detail Internal Detail Internal Detail Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Podium Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details

Mark

No.

Dimensions to be verified on site. Use figured dimensions only. Do not work from reduced scale drawings. Please refer to scale and sheet size as indicated.

Detail Locator Schedule

Comments

Count

? A1-BS ? A1-BS ?B2-BS-02 ?B2-BS-03 ?B2-BS-05 ?B3-BS-03 ?C1-BS-08 A1-BS-01 A1-BS-02 A1-BS-04 A1-BS-05 A1-BS-06 A1-BS-07 A1-BS-08 A2-BS-01 A2-BS-02 A2-BS-03 A3-BS-01 A3-BS-02 A4-BS-01 A4-BS-02 A4-BS-03 A5-BS-01 A5-BS-02 A5-BS-03 B1-BS-01 B1-BS-02 B1-BS-03 B1-BS-04 B1-BS-05 B2-BS-04 B3-BS-01 B3-BS-02 B3-BS-04 B3-BS-05 BZ-BS-01 BZ-BS-02 C1-BS-01 C1-BS-02 C1-BS-03 C1-BS-04 C1-BS-05 C1-BS-06 C1-BS-07 C2-BS-01 C2-BS-02 C2-BS-03 C2-BS-04 C2-BS-05 C2-BS-06 C2-BS-07 C2-BS-08 C2-BS-09 C2-BS-10 C3-BS-01 C3-BS-02 C3-BS-03

08 53 53 53 53 53 53 48 49 23 24 51 33 45 53 50 05 03 02 01 08 06 54 11 13 14 37 40 47 15 16 12 19 18 17 17 17 31 25 26 35 35 21 20 28 27 52 55 30 55 46 41 44 44 43 43 36 38 39 43 43 42 32 32

Blocks A Rear block abutment detail against Retail box Podium deck Blocks A - Top floor corner Blocks A - Top floor Long facade Blocks A - Top floor Short facade Blocks A - Middle floors Corner Blocks A - Middle floors Long facade Blocks A - Middle floors Short facade Existing in Stage 3 as 22015 Existing in Stage 3 as 22016 Block B2 Top floor terrace Block B2 Ground floor apart. access. External Stairs Existing in Stage 3 as 22001 Block B3 penthouse South corner - facing street Block C1 Penthouses West corner Blocks A - Middle floors Corner Blocks A - Reduced Ext wall for Sliding door - Existing in Stage 3 as 22017 Block A1/A2 Podium roof to tower and access door Existing in Stage 3 - Block A1 Main Entrance Block A1 Podium tower junction Block A1 Plantrooms - Interface with existing Block A1 Rear block abutment detail Existing in Stage 3 as 22010 Block A Podium roof access box Block A podium courtyard corner detail Existing in Stage 3 as 22008 Block A3 Ground floor resi to hub junction Block A4 Main Entrance Block A Podium roof to tower junction Block A podium ground floor North corner Existing in Stage 3 as 22010 Hub roof Hub rear (podium) roof canopy Block B1 Ground floor Typ external Apart. entrance Block B1 Top floor Corner Block B1 Roof internal corner Block B1 Ground floor corner Block B1 Top level corner Block B2 Top floor balconies -screen Block B3 Ground floor corner Block B3/C1 Ground floor Main entrance Block B3 penthouse West corner - facing courtyard Block B3 top floor setback with balconies - facing courtyard Block B1-B2 Communal Entrance Block B1 Core recessed facade Block B3 1st foor separarting screen Block B3/C1 Ground floor Main entrance Podium lobby/passage between B3 and C1 (rear) Block C1 Ground floor East corner Block C1 Top floor -penthouse- East corner Block C1 with Courtyard and existing retail Block C1 Penthouses middle corner Block C2 penthouses cantilever balcony Block C2 Penthouses East corner Block C2 Courtyard side lower levels Block C2 CP lane side lower levels Block C2 Penthouses North corner Block C2 Corner Lobby entrance Block C2 Top floors corner Block C2 penthaouses terrace Block C2 CP lane Terraces and staircase Block C2 CP lane Terraces and staircase corner Block C2 - C3 junction Block C3 - South corner Block C3 - South corner

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 64

A4-XW-01 A4-XW-02 A4-XW-03 A4-XW-04 A4-XW-05 A4-XW-06 A4-XW-07 A4-XW-08 A4-XW-09 A4-XW-10 A4-XW-11 A4-XW-12 A4-XW-13 A4-XW-14 A4-XW-15 A4-XW-16 A4-XW-17 A4-XW-17 A4-XW-18 A4-XW-19 A4-XW-20 A4-XW-21 A4-XW-22 A4-XW-23 A4-XW-24 A5-XW-01 A5-XW-02 A5-XW-03 A5-XW-04 A5-XW-05 AZ-XW-01 AZ-XW-02 AZ-XW-03 AZ-XW-04 AZ-XW-05 AZ-XW-06 AZ-XW-07 AZ-XW-08 AZ-XW-09 AZ-XW-10 AZ-XW-11 AZ-XW-12 AZ-XW-13 AZ-XW-14 AZ-XW-15 AZ-XW-16 AZ-XW-17 AZ-XW-18 AZ-XW-19 AZ-XW-20 AZ-XW-21 AZ-XW-22 AZ-XW-23 AZ-XW-24 AZ-XW-25 AZ-XW-26 AZ-XW-27 AZ-XW-28 AZ-XW-29 AZ-XW-30 AZ-XW-31 AZ-XW-32 AZ-XW-33 AZ-XW-34 AZ-XW-35 AZ-XW-36 AZ-XW-37 AZ-XW-38 AZ-XW-39 AZ-XW-40 AZ-XW-41 AZ-XW-42 AZ-XW-43 AZ-XW-44 AZ-XW-45 AZ-XW-46 AZ-XW-47 AZ-XW-48 AZ-XW-49 AZ-XW-50 AZ-XW-51 AZ-XW-52

01 01 36 52 52 55 04 05 08 09 09 10 11 11 11 11 11 11 11 12 12 12 12 12 12 13 13 13 13 13 13 13 13 13 13 14 15 16 16 17 20 23 23 23 23 23 23 25 31 32 37 37 37 37 39 40 40 40 40 40 41 42 43 44 45 51 62 62 62 62 62 68 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 67 19 67 67 19 21 25 25 25 25 27 02 27 48 30 50 01 01 01 36 50 01 50 01 01 38 64 55 52 03 01 61 49 49 03 61 61 03 03 03 03 57 61 03 03 03 28 53 03 03 03 03 65 55 55 01 55 46 18 18 60 20 20 60 29 21 22

H - A Blocks Typical Facade Detail - Chamfer and Fins with Party wall H - A Blocks - Corner of long facade against Retail box wall H - Blocks A Middle Short facade at party wall H - Block A2 Ground floor Metal clad detail including dryriser H - Block A2 Ground floor Metal clad detail V - Block A2 Ground floor Curtain wall with floor transom detail H - Block B1 rear (podium) entrance details H - Front facade to party wall ground floor - showing door H - Block B1 ground floor recessed rear (podium) entrance H - Block B2 Ground floor South Corner with STR column V - Block B2 GRC wall at patio with balustrade H - Block B3 Ground floor East Corner H - Block C1 Ground floor South corner V - Block C1 Street side Ground floor setback V - Block C1 Street side Ground floor setback over bike entrance V - Block C1 Street side Ground floor setback R1 slab H - Block C1 Street side Extern Wall - M&S interface V - Block C1 Street side R1 slab transfer- M&S interface V - Block C1 Street side Ground floor setback R1 transfer - M&S interface H - Block B1 Core curtain wall mullion @ Floor level with GRC band H - Block B1 Core curtain wall mullion @ parapet level with fins V - GRC fascia detail - on Metal clad wall above and below H - GRC fascia return end detail - on Metal clad wall H - Block B2 Core curtain wall mullion @ parapet level no fins H - Block B1 Core curtain wall mullion @ Roof level with GRC band H - Block C1 ground floor South corner Vent Louvres V - Balcony Connection Detail - Typical floor with door V - Balcony Connection Detail - Lower floors with GRC with door V - Balcony Connection Detail - Thicker Terrace floor with door V - Balcony Connection Detail - Typical floor on metal cladding V - Balcony Connection Detail - Thicker Terrace floor on fins V - Balcony Connection Detail - Lower floors with GRC to metal transition V - Balcony edge & railing - Typical Metal clad edge V - Balcony edge & railing - Typical GRC edge V - Balcony Connection Detail - Lower floors with GRC H - Block C1 griound floor rear area H - Block C1 ground floor rear entrance H - Block C2 party wall to facade detail V - Metal edge Balcony Detail - Top floor H - Block C Ground floor resi to transfer slab V - Block C1 top floor staircase window with balustrade H - Block B1 East corner Top floor H - Balcony separating screen - Floor to u/s balcony soffit V - Balcony separating screen - Floor to u/s balcony soffit V - Top floor GRC facsia detail @ Non standard floor depth V -Balcony connection @ Non standard floor depth V - GRC band on fins wall V - Block C1 Privacy screen / Parapet V - Block B2 Typ. Vent in/out take through facade H - Block C1 recessed balcony corner H - Block B1 Typ. Floor balcony corner detail H - GRC Lower Floor balcony corner detail - Concealed RWP connection H - GRC to metal edge balcony internal corner detail H - Lower Floor GRC with spandrels V - Block C2 penthouse cladding to typ resi floor facade junction detail V - Lower floors setback soffit V - Lower floors juliet balustrade on spandrel V - Balcony Connection Detail - setback soffit to projecting balcony V - Balcony Connection Detail - setback soffit to projecting balcony V - Ground to 1st Spandrel detail V - Typical Top floor GRC facsia detail H - Block B1 Ground Floor recessed entrance corner H - Block C2 North party wall H -Block B2 ground floor rear entrance corner -core. H - Block C stairs to rear private terraces H - Block C1 party wall to shopping centre H - Courtyard Fins wall - M&S wall H - Block C1 North cornerparty wall to shopping centre H - Courtyard GRC wall - M&S wall H - Balcony slab with metal edge - M&S wall H - Balcony slab with GRC edge - M&S wall H - Block B3 to C1 entrance lobby separating wall H - Block A4 Recessed Entrance cladding corner H - Block A4 Recessed Entrance cladding column H - Block A4 Recessed Entrance cladding corner with curtain wall V - Block A4 Recessed Entrance cladding column with soffit V - Block A4 Recessed Entrance soffit with curtain wall H - Block A4 Lift shaft core wall to GRC external wall - fake window H - Block A4 Lift shaft core wall to GRC external wall - spandrel V - Block A4 Lift shaft core wall spandrel V - Block A4 Lift shaft core wall to spandrel with fins H - Block A4 Lift shaft core wall to GRC external wall V - Block A4 Lift shaft core wall to GRC V - Block A4 Lift shaft core wall to GRC with fins H - Block A4 Lift shaft core wall to Metal external wall - spandrel H - Block A4 Lift shaft core wall to Metal external wall - fake window H - Block A4 Lift shaft core wall to Metal external wall V - Block A4 Lift shaft core wall to Metal Cladding H - Block A4 ground floor party wall with structural wall V - Block A4 Lift shaft core wall to Metal Cladding with fins V - Block A4 Recessed Entrance soffit with curtain wall H - Block A4 ground floor party wall to existing retail H - A4 cladding to existing shopping centre facade V - A4 intermediate roof to window cill - with railing and parapet V - A4 intermediate roof to window cill - with fins V - A4 intermediate roof to window cill - with railing V - A4 intermediate roof to window cill V - Block A5 spandrel panel with curtain wall H - Block A5 cladding with curtain wall and structural column H - Hub canopy column detail H - Hub roof Vent detail H - Hub rear terrace curtain wall detail V - External Wall - Top Floor Parapet H - A Blocks Typical Facade Detail - Top floor metal panels H - Blocks A middle - Typical Facade Detail - Chamfer and Fins H - A Blocks Typical Facade Detail with Spandrel H - Block A Middle - Typ. corner detail V - External Wall H - A Blocks Typical Facade Detail with Metal panel V - External Wall reduced to allow for Sliding door H - A Blocks - reduced external wall to allow for sliding door past solid wall H - A Blocks - reduced external wall to allow for sliding door past fins V - Blocks A Base - GRC base to metal panel facade junction detail V - Block A1 Double height entrance lobby louvres V - Block A1 Ground floor Curtain wall transom detail H - Blocks A Ground floor GRC corner detail including dryriser/entrance H - Block A1 Corner Ground floor detail H - A Blocks - Door onto podium roof with entry controls in metal cladding V - Blocks A Base - Entrance recess soffit detail H - Block A1 ground floor entrance recess corner detail H - Block A1 ground floor entrance Curtain wall with Intercom H - Block A1 Base - Plantrooms -Main block GRC corner adjoining Metal cladding V - Block A1 plantrooms - Parapet top of gate V - Block A1 plantrooms - bridge detail H - Block A1 Plantrooms - Freestanding vertical H - Block A1 Plantrooms - Doors H - Block A1 Plantrooms - Vertical column Interface to existing H - Block A1 Plantrooms - Partywall Interface to existing H - Block A1 Bins and bikes external wall corner V - Block A1 plantrooms - Ext wall interface into basement H - Block A2 fire exit - External door to shroud and GRC cladding H - Block A1 Retail link - Corner with GRC cladding H - Block A1 Retail link - Ext wall to existing retail interface H - Retail party wall to tunnel H - Block A1 Link to existing retail H - Blocks A to retail box Cladding - GRC with window L02 H - Blocks A to retail box Cladding - GRC H - Blocks A to retail box Cladding - Metal cladding with fins H - Blocks A to retail box Cladding - Metal cladding with fins and spandrel H - Block A2 Lightwell/Courtyard corner V - Block A2 Lightwell Curtain wall with Staircase V - Block A2 Lightwell Curtain wall with Staircase 2 H - Block A2 - Corner of Podium roof access enclosure + door onto podium roof V - Block A2 Ground floor Curtain wall with floor transom detail H - Block A3 Ground floor side entrance door detail H - Block A3 entrance canopy to private flat with fins H - Block A3 entrance canopy to private flat V - Block A3 entrance canopy to private flat H - Block A3 recessed corner GRC to metal cladding H - Block A5 to hub fornt junction corner detail V - Block A3 recessed entrance soffit with spandrel H - Block A3 rear door to podium roof H - Hub to resi tower rear corner junction detail H - Block A5 to hub rear junction detail

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 154

06 07 12 56 59 63 66

06 07 12 56 59 63 66

H - Retail to plant/storage H - Retail to gym separating wall V - Corridor to Retail V - Hub to retail wall V - Block A3 Retail to resi corridor wall detail H - Parking to retail internal corner H - Block A3/A2 Retail to corridor separating wall detail

A2-PD-01 A2-PD-02 A2-PD-03 A5-PD-01 A5-PD-02 AZ-PD-01 AZ-PD-02 AZ-PD-03 AZ-PD-04 AZ-PD-05 AZ-PD-06 AZ-PD-07 AZ-PD-08 AZ-PD-09 AZ-PD-11 AZ-PD-12

04 07 08 09 09 09 62 62 62 62 62 62 62 62 62 03 29 65 05 29 01 02 29 29 06 06 06 06 06 06 06

V - Block C2 window cill Block B1 Rear core entrance threshold detail V - Block B1 Rear communal entrance threshold detail V - Block B3 first floor window to podium accesss V - Block B3 GRC wall to Podium stairs V - Block B3 Patio balustrade V - Blocks C - Sliding door @ Courtyard podium over R1 V - Blocks C - Window cill @ Courtyard podium over R1 V - Blocks C - Door threshold @ Courtyard podium over R1 V - Blocks C - Sliding door @ Courtyard podium V - Blocks C - Window cill @ Courtyard podium V - Blocks C - Lobby entrance @ Courtyard podium V - Blocks C - Courtyard M&S Podium edge over R1 transfer V - Blocks C - Courtyard M&S Podium edge over R1 no transfer beams V - Blocks C - Courtyard C3 Podium edge V - Block A2 - Podium parapet / Mansafe V - A2 Roof podium to external Retail box wall V - Block A2 Lightwell/Courtyard slab ventilation penetrations V - Hub curtain wall base V - Podium to A5 metal cladding V - Block A podium roof to tower cladding V - Block A podium roof to tower column V - Podium to A2 parapet/railing V - Podium to A3 metal cladding V - Podium edge and sunken plantrooms V - Block A4 Podium to tower junction V - Podium edge to existing shopping centre interface V - Sunken Podium edge to existing shopping centre interface V - Podium parapet finish to gap in existing retail V - Podium edge and sunken plantrooms - to retail box frame V - Podium edge and sunken plantrooms - to retail box frame and void formers

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 31

03 07 12 12 14 15 16 18 19 20 20

V - Blocks A Lift overrun V - Blocks A - BMU enclosure/Top of riser V - Block B1 - Roof parapet with small projection V - Block B1 - Roof parapet with horizontal metal band V - Block B1 - Roof parapet with long projection V - Block B2 - Terrace over accommodation - non standard terrace slab V - Block B2 Lift overrun V - Block B3 Parapet / mansafe system fixing detail V - Block C2 Roof parapet detail V - Block C1 Roof edge balustrade V - Block C1 Roof AOV at roof edge

1 1 1 1 1 1 1 1 1 1 1

Description Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Roof Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Substructure Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details Window Details

Mark

A1-RD-01 A1-RD-02 A1-RD-03 A1-RD-04 A1-RD-05 A2-RD-01 A4-RD-01 A4-RD-02 A4-RD-03 A4-RD-04 A4-RD-05 A4-RD-06 A5-RD-01 A5-RD-02 A5-RD-03 A5-RD-04 A5-RD-05 AZ-RD-01 AZ-RD-02 AZ-RD-03 AZ-RD-04 AZ-RD-05 AZ-RD-06 AZ-RD-07

No.

Comments

Count

21 22 24 25 29 30 62 62 62 62 62 61 61 61 61 61 55 09 08 11 11 09 09 26 27 28 27 27 02 04 05 03 06 10 07

V - Block C2 Penthouse terrace Balustrade V - Block C2 Penthouse roof parapet/balustrade V - Block B2 Plant screen section detail V - Block C2 Plat screen / Parapet V - Core B1 parapet balustrade detail V - Block B1 rear terrace parapet V - Blocks C - Lobby entrance @ Courtyard podium V - Blocks C3 - Courtyard Setback top floor V - Blocks C - Courtyard C3 Skylight roof detail at party wall V - Blocks C - Courtyard C3 Skylight roof detail V - Blocks C - Courtyard C3 Skylight roof detail at External wall V - Block A1 plantrooms - Parapet detail 2 V - Block A1 plantrooms - Parapet detail 1 V - Block A1 plantrooms - Parapet detail 3 Interface to existing Gym Box V - A1 Retail Link - Roof detail Interface to existing Gym Box V - A1 Retail Link - Roof detail Interface with window cill V - Block A2 - Parapet of Podium roof access enclosure V - Block A4 - BMU support plynth V - Block A4 - Plant screen details V - Block A4 - Lift overrun parapet detail V - Block A4 - BMU support detail V - Block A4 - Lower parts roof parapet V - Block A4 - Lower parts roof parapet against existing retail V - Hub 1st floor terrace balustrade detail V - Hub roof edge and shading canopy Front V - Hub roof to canopy detail V - Block A5 - lift overrun V - Block A5 -AOV extract parapet detail V - Blocks A - Tower parapet (Short facade) /BMU rail V - Blocks A - AOV access hatch V - Blocks A - SVP penetration V - Blocks A Lift overrun with roof access hatch V - Blocks A Lift overrun / Top of refuse chute V - Blocks A - Roof door threshold V - Blocks A - BMU enclosure

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 46

03 07 27 39 seq seq seq seq seq seq seq seq 8 10 seq 01 02 04 05 06 07 09 11 16 seq 20 21 22 23 24 25 26

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 99 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 57 460

01 02 04 05 06 07 09 11 16 17 20 21 22 23 24 25 26 28 29 31 32 33 34 35 36 37 38 40 41 42 43 44 45 47 48 50 53 54 55 56 57 58 60 61 62 63 SD SD SD SD SD SD SD SD SD SD SD SEQ seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq

29 31 32 33 34 35 36 37 38 40 41 42 43 44 45 47 48 50 53 54 55 56 57 58 60 61 62 63 12 13 14 30 46 49 64 65 66 67 68 seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq seq

V- Block A2 Substation Facade Wall Base Detail V - Level B2 Floor to Contigous Piled Wall V - Post fixed connection to existing pile cap V - Attenuation Tank Foul Water V - Block A2 Basement Bay Section Contig Set Back 1_20 - 2 V - Retail Basement Bay Section A 1_50 V - Retail Basement Bay Section 1_50 V - Retail Basement Bay Section B 1_50 V - Block C1 Basement Bay Section 1_50 V - Block C1 Basement Bay Section 1_25 V - Block C1 Basement Bay Section 1_25 - 2 V - Retail Basement Bay Section C 1_50 H - Contiguous wall piling to IW10 parking internal wall detail H - Contiguous wall pilling to PW11 internal wall V - Level B2 Floor to Sheet Piling H -Retail to DLR tunnel party wall H - East Corner. Connection interface with existing retaining wall V - Block A2 Podium Access Threshold V - Block A1 Main Entrance Door Threshold H - Contiguous piled wall to retaining wall V - Level B2 Floor to Contigous Piled Wall V - Block A2 Main Entrance CW Base Detail H - Piled wall to Sheet piling interface H -Block B2 Vent void V - Block B2 ground floor terrace stair cross section V - Block C Core main entrance threshold detail V - Block C1 Basement Bay Study 1_25 V - Block B3 ground floor terrace stair long section V - B2-B1 Ramp Threshold V - Service Yard Primary Ramp threshold V - Retail to gym through steel column V - Retail to DLR tunnel external - existing- wall H - Retail party wall to tunnel V - Retail to plant internal V - Resi Loading bay area wall V - Ramp retaining wall East V - Retail to gym separating wall V - Pool to service yard wall V - Block B3 ground floor terrace stair cross section V - Attenuation Tank Surface Water V - Substation threshold detail V - Substation external wall base detail V - Service yard to refuse separating wall V- Lift Pit V - Jacuzzi detail V - Pool Base Edge V - Service Yard raised area V -Refuse store gulley V - B2 Internal party wall base (PW7a) H - Retail external wall to tunnel V - B2-B1 Ramp Cross Section V - Service yard to plant separating wall V - Threshold service yard to plant room V - Block A1 CW Base Detail V - Retail to plant through steel column H - Service yard to C2/C3 core H - Retail external wall to tunnel V - Block C2 Curtain wall base residential lobby V - Sheet piling to RC wall (bulk storage East) V - Block B2 Vent Void Section 1_25 V- Block A2 Substation Threshold Detail V - Block A Lightwell curtail wall base Block B1 Ground Floor terrace through sliding window detail V - Block B1 Main entrance door threshold V - Retail external wall North V - Block B1 ground floor terrace through wall detail V - Block A3 Dry-riser detail V - Block A1 Bin store door threshold V - Block A1 Bike store door threshold V - Block A1 Bike store door threshold V - Block A1 Ground floor Parking vent void parapet Block A2 - Lightwell courtyard V - Block A2 Basement Bay Section 1_50 V - B2 Internal RC wall base (PW11-12) V- Lift Threshold B2 Fire Figthing V- Lift Threshold B2 V - Service Yard Secondary Ramp V - Block B2 Vent Void Bike Store Edge V - Block B2 Vent Void Parapet Head V - Block B2 Vent Void Parapet Base V - Block B2 ground floor terrace stair long section V- B2 Raised Lift Pit H - Contiguous wall piling to PW6 internal wall detail H - Sheet wall piling to PW6 internal wall detail V- Block A2 Substation Facade Pier Base Detail V - Block A1 Main Entrance CW Base V - Block A1 Facade Base to Contig at Column V - Block A1 Main Entrance Pier Base Detail V - Block A1 Main Entrance CW Return Base Detail V - Block A1 Basement Bay Section Contig 1_20 V - Block A2 Basement Bay Section Ex. Retaining Wall 1_20 V - Block A2 Basement Bay Section Contig Set Back 1_20 V - Block A2 Main Entrance Threshold Detail V - Block A2 CW Base Detail V - Block A2 Pier Base Detail V - Block A1 Secondary Entrance Threshold Detail V - Block A1 CW Return Pier Base Detail V - Podium Verge V - Level B2 Floor to Ex. Retaining Wall

A5-WD-01 A5-WD-02 AZ-WD-01 AZ-WD-02 AZ-WD-03 AZ-WD-04 AZ-WD-05 AZ-WD-06 AZ-WD-07 AZ-WD-08 AZ-WD-09 AZ-WD-10 AZ-WD-11 AZ-WD-12 AZ-WD-13

03 03 03 04 04 04 04 04 04 04 04 04 05 05 05 05 05 06 06 06 06 07 08 08 08 09 10 11 11 11 11 12 12 12 12 12 13 13 13 20 22 41 17 16 03 04 04 03 03 04 01 03 03 03 03 03 29

V - Block A Base - Short facade Entrance Recess - Curtain mullion Head with fins panel V - Block A Base - Curtain wall transom V - Block A Base - Curtain wall transom H Block A short facade window jamb and fins/louvres H - Block A Base - Curtain wall mullion adjacent to GRC and STR column H - Block A Base - Curtain wall mullion adjacent to GRC H - Block A Base - Curtain wall mullion adjacent to GRC and STR column H - Block A Base - Curtain wall Door mullion adjacent to GRC H - Block A Base - Curtain wall Door jamb mullion with entry controls adjacent to GRC H - Block A Base - Recessed Entrance - Curtain wall mullion corner H - Block A Base - Recessed Entrance - Curtain wall Door jamb H - Block A Base - Curtain wall mullion adjacent to GRC V - Lower floors setback window head V - Block B Thicker terrace floor. window vent cill/head with fins V -Thicker terrace floor. window cill/head V - Lower floors spandrel window cill/head V - Lower floors spandrel with blind window against kitchen worktop H - Lower floors GRC typ. window jamb H - Block B typ. window jamb - Fins wall H - Lower floors GRC typ. window jamb H - Lower floors GRC window jamb with spandrel V - Typ. window cill/head H - Block B typ. window jamb H - Window vent jamb with juliet balustrade in front H - Window vent jamb with fins in front V - Block B2 core curtain wall H - Block B2 Core curtain wall mullion detail V - Block B2 core curtain wall transom H - Block C1 Mullion with STR column H - Block C1 Mullion with shroud on GRC wall V - Block C1 Mullion with shroud on GRC wall H - Block B1 Core curtain wall mullion with fins wall H - 90deg corner window detail H - Block B typ. window jamb - Fins wall and juliete balustrade H - 90deg corner window detail with balustrade H - 97.5deg corner window detail with balustrade V - Block B2 core curtain wall head transom V - Window cill raised over link roof V - Window cill raised over link roof with juliete balustrade V - Block B2 Typ. Balcony sliding door H - Recessed balcony separating screen detail V - Typ. window cill/head with juliet balustrade H - Hub curtain wall mullion entrance H - Hub curtain wall corner detail V - Block A short facade Typ. spandrel with fins H - Block A Base - Curtain wall mullion adjacent to GRC H Block A short facade window jamb with balustrade V - Block A short facade Typ. spandrel with railing V - Block A short facade Typ. spandrel H Block A short facade window jamb H - A Blocks Window Jamb with Chamfer cladding V - Block A short facade Typ. metal cladding with fins V - Block A short facade Typ. metal cladding with railing V - Block A short facade Typ. metal cladding V - Block A Base - short facade Typ. GRC with balustrade - jamb detail V - Block A short facade Typ. GRC - jamb detail V - Block A window cill to podium

©

This drawing is the property of WESTFIELD EUROPE LTD. Copyright is reserved by them and the drawing is issued on the condition that it is not copied, reproduced, retained or disclosed to any unauthorised person without the prior consent in writing of Westfield Europe Ltd.

DO NOT SCALE

LOCATION PLAN

Cherry Park is a mixed-use development in Stratford, London, that comprises over 600 units in three towers and 5no. medium size residential blocks. I worked on this project for a month after a Stage 3 report had been issued to identify areas that would need detail studies and ‘cartooning’ the scheme to cover all details that could potentially be included in the Construction detail package. Bay Study

Bay Study existing at Stage 3

Substructure Details

External Wall Details

Window Details

Podium Details

Roof Details

Internal Details

Note: Height Rod sections and detailed elevations (jointing strategy) not marked on these drawings

Rev Date

Description

Dwn Ckd

Consultant

prp-co.uk London 020 7653 1200

Client

1 1 1 1 1 1 1 1 1 9

WESTFIELD EUROPE LTD Midcity Place, 6th Floor, 71 High Holborn, London, WC1V 6EA Telephone +44 (0)20 7061 1400 Facsimile +44 (0)20 7061 1825 Client

WESTFIELD EUROPE LIMITED Project Title

Drawing Title

All Zones 3D from South Technical Details Location Project Number

Status

CP Drawn by Author Scale @ A0 1 : 20

CP-PRP- ZZ-LL-DR-A-TD001 Purpose of Issue

Checked by Checker Sheet Created Date 10/19/18


International Competition for Alternative Layout design, Russia

PRP

DOM, International Layout Design Competition I teamed up with a friend from university to take part in this international competition launched in 2018. The competition organized by the Russian Ministry of Housing, aimed to find creative proposal for the establishing of Housing Standard for affordable housing across Russia focussing in typologies of 1, 2 & 3 Bedroom residential unit in 4 different block arrangements from a ‘mansion house type’ to a tower. Our team was selected for the second phase of the competition where the proposals were refined adapting to Russian regulation and current standards. At the end of 2018, our proposal was finally awarded a 3rd prize with over ÂŁ20K in cash and our panels exhibited in Moscow.


Aberfeldy New Village, Phase III, 344 Units, Poplar, London

Levitt Bernstein 1

F3

F4

1

F5

F6

3513

3515

Amenity Space 22.5 m²

XW-200 [b]

XW-200 [b]

1345

2260

XW-200 [b]

1453

1023

XW-200 [b]

1340

2260

XW-200 [b]

1565

1023

XW-200 [b]

XW-200 [b]

778

338

1023

450

2925

1452

2260

XW-200 [b]

1228

2260

1340 Fa

4080

2055 1025

668

2030

2550

IW-100

Kitchen/Dining

IW-100

3335

F.0.04

F.0.03

Affordable 4B6PM Type 1b MAISONETTE 60.5 m²

IW-100

IW-100

Affordable 3B5PM Type 4a MAISONETTE 57.6 m²

ID-03B

IW-100

Living 19.3 m²

910 906

27

IW-100

2.7 m²

IW-100

ED-02A

18.6 m²

PW-100

IW-100

IW-100

Kitchen/Dining

PW-100

ID-06A

Core F1

1998

Utility

IW-100

1050

1000

1500

1998

1.2 m²

ID-06A

ID-35C

IW-100

1050

1025

ID-06A

863

981

Store

IW-100

IW-100

XW-340

Store

ID-22A

Store 2.1 m²

ID-22A

2078

2.3 m²

ID-22A

2078

IW-100

XW-200 [b]

ID-03B

2030

2015

1.2 m²

IW-100

440

1500

11.2 m²

ID-22A 650

XW-200 [b]

WC

IW-100

ID-06A

ID-22A

Utility

650

11015

1800

1050

WC

2.7 m²

1 3512

150

ID-10B

ID-10A

1050

ID-10A

27

1960

906

XW-200 [b]

IW-100

IW-100

IW-100

1340

F.0.02

4049

4049

18.1 m²

Affordable 4B6PM Type 1a MAISONETTE 60.3 m²

XW-200 [b]

1.0 m²

2260

1000

W-31A

1023

1023

668

18.1 m²

W-31A

Store

ED-41

ID-10B

Kitchen/Dining

1023

XW-200 [b]

ID-22A

ID-10B

4180

318

XW-306P [b]

W-31A

100

W-31A

TALL UNIT

314

910

910

TALL UNIT

W-31A

ED-01A

1500

100

ED-01A

563

Fa

Core F1

2.1 m²

6.8 m²

Utility

Aberfeldy New VIllage, Poplar, London

1.0 m²

IW-100

XW-340

2260

IW-101

1025

Cycle Store 19.3 m²

225

1023

1115

1135

440

XW-200 [b]

798

112

ED-02B

XW-200 [b]

1687

XW-200 [b]

XW-100P [b]

ED-27

4800

ANV is a high density development and a new public park (East India Green) structured around an urban swale, play spaces and a grid of trees.

5322

WC

2.6 m²

XW-200 [b]

1003

70

2.2 m²

ED-22A 1800

Store

W-62A

ED-24A

ID-03B

20.2 m²

2.1 m²

W-62A

2079

Living

Store

ID-22A

20.2 m²

2079

Living

ED-40

XW-340

200

ID-22A

1453

4748

4013

IW-100

1000

988

4256

PW-210

4748

410

IW-100

Fb

XW-200 [b]

PW-210

1500

3160

Amenity Space

11.3 m²

11.3 m²

2605

WC

IW-100

2.7 m² 252

906

ED-02A

1023

XW-200 [b]

13040

Amenity Space

1400

Circulation 4.8 m²

1115

XW-200 [b]

XW-200 [b]

2465

600

3160

1800

ANV Masterplan - Site plan

3028

3160

2353

1227

1000

Fb

ID-10B

3779

3160

W-62A

1535

Living 11.0 m²

Store 3.0 m²

2437

20.2 m²

Amenity Space

3700

1700

PW-210

W-33A

ID-22A 83

F.0.05

Affordable 5B8PM Type 1a MAISONETTE 51.5 m² 2710

5487

ID-10A

ID-06A

ID-13A

Kitchen/Dining 15.7 m² 3805

Utility 1228

1.1 m²

Fg

Fg

1500

XW-200 [b]

ED-02A

F3

North Elevation

F4

F5

F6

Block F - Ground Floor 1:50 1 1102

standard notes 1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to structural surfaces.

THIS IS NOT A CONSTRUCTION DRAWING, IT IS UNSUITABLE FOR THE PURPOSE OF CONSTRUCTION AND MUST ON NO ACCOUNT BE USED AS SUCH.

Block F - GA Plan GF - Area - 03

drawing notes •

Aberfeldy Phase 3

1 : 50

This drawing is for setting out and coordination purposes, for wall junction details please refer to 3113A_A_6000 detail drawings series

rev

1 2 3

date

11/12/2015 19/02/16 24/03/16

by

amendment

PM PM PM

Preliminary Issue Preliminary Stage E Issue Stage E Issue

date

Wilmott Dixon

scale @ A1

drawing

As indicated drawn

FR

Levitt Bernstein 1 Kingsland Passage London E8 2BB

client

10/21/15

The residential buildings are responsive to the urban context, varying in character and scale across the masterplan, and ranging between a 10 storey tower at the east end of the park, a series of linear, muscular buildings along the A13, and lower rise courtyard housing on the north side of the park. Aberfeldy Masterplan comprises a total of 1176 units. The approach draws on the history of the site, creating a ‘modern warehouse’ aesthetic, with open plan interiors, generous glazing, large floor to ceiling heights and dramatic, light filled circulation cores. All homes achieve Code for Sustainable Homes Level 4 and are designed Levitt Bernstein to comply with London Housing Design Guide standards, across all tenures. Non-residential elements achieve BREEAM excellent rating

Block F - GA Plan GF - Area 03

checked drawing number 3113A - L - 1102

PM

C:\Revit Local\3113A_DOC_CENTRAL_2015_amy.strong.rvt

rev

P3

t: 020 7275 7676 f: 020 7275 9348 w: levittbernstein.co.uk e: post@levittbernstein.co.uk

DN

Phase III

DN DN

This phase comprises Buildings F, G, H and J and a total of 344 new homes. In additon, as noted above, a series of key non-residential uses are being provided, including community uses, retail provision, as well as an Energy Cente which will supply the energy for the whole Aberfeldy New Village masterplan area. 00 Ground Floor_Tenure 1 : 500

02 Second Floor_Tenure 1 : 500

0

20m 5m

10m 15m

standard notes 1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to structural surfaces.

Landscape plan

THIS IS NOT A CONSTRUCTION DRAWING, IT IS UNSUITABLE FOR THE PURPOSE OF CONSTRUCTION AND MUST ON NO ACCOUNT BE USED AS SUCH.

drawing notes

Affordable Gross Building Area Intermediate Non-resi Private

revis P1 P2 P3


Aberfeldy New Village, Phase III, 344 Units, Poplar, London

Levitt Bernstein

BLock G - South Elevation

Block G - Elevation detail Fa

G9

G4

G3

G2

Fb

G1 Fb

30045

Fa

1 6550

RF-01 Brown Roof

1 6551

1500

1500

SSL 28520

1 6550

1 6551

Dropped parapet detail to entrance lobby section

06 Roof_Block F 21795

SSL 21770

06 Roof_Block F 21795

3600

Painted plasterboard ceiling

3075

3075

Aluminium soffit. RAL 9007 Grey

Core G2 LIFT LOBBY

05 Fifth Floor_Block F 18720

SSL 25455

SSL 18705

05 Fifth Floor_Block F 18720

19 18 17 16

XW-306 [a]

15

RF-01 Brown Roof

Porcelanosa 'Aston Arena' 600x600 mm tile R10 slip rating.

RF-01 Brown Roof

14

MECHANICAL RISER

23895

3075

3075

Painted plasterboard ceiling

LIFT LOBBY

Carpet to stair landing and risers.Refer to Employer's Requirements

13 12 11 Min

SSL 17100

10 20 00

mm

9 he ad

8 7

he igh

6t cle

aran ce

5 4 3 2

SSL 22380

04 Fourth Floor_Block F 15645

SSL 22380

SSL 15630

04 Fourth Floor_Block F 15645

1 19

3075

XW-305 [b]

18 17 16 15

I joined Levitt Bernstein soon after the Reserved Matters Application for phase III was submitted and immediately started working on the Stage D+ submission which was being prepared at that time. I was responsible for the compliance of flat layouts to LHDG, Lifetime Homes and AD Part M. Continuous contact and coordination with the rest of the design team was also part of the tasks at this stage.

14 13

Aluminium soffit. RAL 9007 Grey

12

LIFT-SHAFT

Grey veneer flush doors with vision panels

3075

3075

11 Grey veneer flush doors with vision panels

LIFT LOBBY

Min

SSL 14025

10 20 00

mm

9 he ad

8 7

he igh

6t cle

aran ce

5 4 3 2

SSL 10080

03 Third Floor_Block F 12570

SSL 10080

SSL 12555

03 Third Floor_Block F 12570

Handrail as per Employer's Requirements

1 19

3075

4 6120 02 Second Floor_Block G 10095

18 17 16 15 14

Painted plasterboard ceiling

Painted wall finish

Painted wall finish. Colour white

13

3075

3075

Painted wall finish. Colour white

3075

8 t cle 7 aran ce

4 Balustrade as per Employer's Requirements

3

SSL 9480

SSL 9400

02 Second Floor_Block F 9495

1 38

2966

3675

9 he igh

2

02 Second Floor_Block F 9495

37 36 35

Aluminium soffit. RAL 9007 Grey Painted plasterboard ceiling

Feature pendant lamp to double height space

Face brick finish to inside wall Bromo with natural mortar to match exterior

33 32 30 29 20

00

25 24

t cle aran ce

2 6710

23

1 6451

27

he ad 26he igh

21 20 19

SSL 6180

01 First Floor_Block F 6195

SSL 7985

28 mm

22

Painted wall finish. Colour white

01 First Floor_Block F 6195

Painted plasterboard ceiling 31

Min

3355

Block G Retail Ref 3113A_L_1325

4 6711

3300

3300

Core G2

34

LIFT-SHAFT

MECHANICAL RISER

SSL 6405

3300

he ad

6

XW-100 [a]

XW-201R [c]

SSL 10950

10 mm

5

SSL 7005

XW-200 [a]

11 20 00

Lift doors. Refer to lift specification for details

LIFT LOBBY

2 6712

01 First Floor_Block G 7020 01 Maisonette Floor_Block G 6420

Painted wall finish. Colour white

12 Min

XW-200 [b]

18 17 16

ENTRANCE LOBBY

15

LIFT LOBBY

14 13 12

PPC aluminium canopy RAL 9007 Grey

Timber veneer flush doors with vision panels

Glazed entry door to meet SBD requirements PPC RAL8019 frame

24 no. post boxes with vertical orientation set into brick wall with 25mm frame PPC RAL 8019.

PPC Aluminum Canopy

11 10

SSL 4630

9 8 Lift Door. Refer to lift specification for details

7 6

Grey veneer flush doors with vision panels

5

SSL 1855

I was also in charge of producing detail drwing for all 4 blocks of the development and keeping the coordination with structure and services.

1510

SSL 2900 3075

SSL 2900

3075

00 Ground Floor_Block G 3120

Following this submission we were asked to continue with the design development and prepare a Stage E submission.For this stage I was responsible of preparing the 1:50 set of GA’s, elevations and Sections.to a greater level of detail.

4 3

3575

Sim

Aberfeldy Phase 3

drawing notes

2916

1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to structural surfaces.

C

rev

1 2 3

C

date

11/12/2015 19/02/16 24/03/16

2893

by

amendment

PM PM PM

Preliminary Issue Preliminary Stage E Issue Stage E Issue

1

5501

2450

Balustrade details

date

11/13/15

scale @ A1

As indicated drawn

THIS IS NOT A CONSTRUCTION DRAWING, IT IS UNSUITABLE FOR THE PURPOSE OF CONSTRUCTION AND MUST ON NO ACCOUNT BE USED AS SUCH.

client

Wilmott Dixon

drawing

Block G - North Section C-C 60

checked drawing number 20

steel plate balustrade FRPainted mildPM 3113A - L - 3522

rev

P3

50 40 C:\Revit Local\3113A_DOC_CENTRAL_2015_fernando.rubio.rvt Countersunk screw fixings painted to match balustrade

Levitt Bernstein

 1 Kingsland Passage

1 2

Countersunk screw fixings painted to match balustrade

CL





PM PM

Preliminary Stage E Issue Stage E Issue

2048













Transfer Space 1.9 m² 50

40



Store 2.0 m²

   





      



 Baluster gap at either end to be equal. Varies according to corridor width. 100 mm maximum dimenssion

Countersunk screw fixings painted to match balustrade

CL





   



Painted mild steel plate balustrade

DOUBLE HEIGHT LOBBY VOID

Handrail support painted to match balusters

4160

Circulation 9.6 m² Painted plasterboard finish 110

40

Handrail fixed to wall beyond DOUBLE HEIGHT LOBBY VOID

DOUBLE HEIGHT LOBBY VOID 1100

3828

Compliance

50

Store

40mm Diam. brushed 0.7 m² SS handrail Handrail support painted to match balusters

Lifetime Homes / LHDG Compliance

40mm Diam. timber handrail

5538

40

Bedroom 1 14.0 m²

Ref no.

Description

Compliance Painted mild steel plate balustrade

Stainless steel edge bead to plasterboard finish

Painted plasterboard finish

Store 0.5 m²

Concrete slab as S.E. spec.

2210

En-suite 3.2 m²

Store 2.0 m²

4.1.1 4.1.2 4.2.1 4.7.1 4.8.1 4.10.1 4.10.3

Bathroom 4.4 m² Circulation 6.6 m²

Utility 1.0 m²

2537

2000

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16

5828

1500

Car parking width Access from car parking Approach gradients Entrances Countersunk screw fixings painted to match balustrade Communal stairs and lifts Doorways and hallways Concealed fixing plate under Wheelchair accessibility floor finish Entrance level living room Stainless steelbed edge bead to Entrance level space plasterboard finish Entrance level WC & shower drainage Bathroom & WC walls Stairs/ Exposed through floor liftto portions of stairs be of high-quality concrete Hoist points Bathroom layout Window specification Controls, fixtures & fittings CL

Flat GIA Furniture, access & activity space reqs Dwelling plan flexibility - living and double bedroom Storage reqs - 1.5m2 for 2 people + 0.5m2 per person Space to work from home Amenity space - 5m2 for 1-2 people + 1m2 per person Balcony depth min. 1500mm

Corner bead and skim plaster finish

2B4P - Type 16

Core details - Top fixed

1 6712

2B4P_Type 15 1 : 50

Aberfeldy Phase 3

Core details - Balustrade section at junction with plasterboard wall 1:5

standard notes 1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to structural surfaces.

drawing notes

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

Name Plot # Level Tenure balustrade section on exposed 2B4P Type 16 Acc H.2.10 02 Second Floor Private concrete at Floor stairs and Private 2B4P Type 16 Acc H.3.20 edge 03 Third landings 2B4P Type 216 Acc H.4.30 04 Fourth Floor Private 6712 2B4P Type 16 Acc1 : 5H.5.40 05 Fifth Floor Private 2B4P Type 16 Acc H.6.50 06 Sixth Floor Private 2B4P Type 16 Acc H.7.60 07 Seventh Floor Private 2B4P Type 16 Acc H.8.66 08 Eighth Floor Private 2B4P Type 16 Acc H.9.72 09 Ninth Floor Private Grand total: 8

0

2m

4 6712

Bedroom 2 13.2 m²

750

Living/Dining/Kitchen 32.7 m²

Countersunk screw fixings painted to match balustrade Concealed fixing plate under floor finish

1600

Internal brick finish

Stainless steel edge bead to3000 plasterboard finish

3000

Steel angle shadow gap

6137

Plasterboard to wall

2B4P_Type (WCH Access) Typical flat16layout 1 : 50

Balcony 7.1 m²

5 6712

Core details - Brick to plasterboard junction 1:5

Exposed portions of stairs to be of high-quality concrete

Count 1 1 1 1 1 3 1 6712 1 1 8

3516

Core Details - Core J3 Balustrade 1:5

rev

1 2

1m

1:5

Bedroom 1 15.4 m²

Y Y Y Y Y Y Y

Area 91 m² 90 m² 90 m² 90 m² 90 m² 90 m² 90 m² 90 m²

Core details - Balustrade plan

Handrail support painted to match balusters fixed to wall

750

2840

10

600

Concealed fixing plate under floor finish

110

CL

date

19/02/16 24/03/16

by

amendment

PM PM

Preliminary Stage E Issue Stage E Issue

Aberfeldy Phase 3 date

client

scale @ A1

drawing

12/01/15 1:5

Wilmott Dixon

Typical Core Lobby Detail

Levitt Bernstein 1 Kingsland Passage London E8 2BB t: 020 7275 7676 f: 020 7275 9348 w: levittbernstein.co.uk

Aberfeldy Phase 3

2025

Countersunk screw fixings painted to match balustrade

10

Bedroom 2 12.3 m²

1200

Y Y Y Y Y Y Y

Living/Dining/Kitchen 26.6 m²

750

10

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

10

m2 per person



19/02/16 24/03/16

1535



40mm Diam. brushed SS handrail

Handrail support painted to match balusters

2555

60

 Painted mild steel plate balustrade  

Levitt Bernstein

1 : 50

2735



liance

e bedroom m2 per person

1700



London  E8 2BB   t: 020 7275 7676  f: 020 7275 9348  w: levittbernstein.co.uk e: post@levittbernstein.co.uk

40mm Diam. brushed SS handrail

Balcony 6.9 m²

1550

 

Block F - Core F1 - Section 02

3 5501

1 : 50

100

standard notes

5997

Core F1 - Section 01 BlockBlock G F- - Core G3 - Sections

20

Block G - North Section

100

Count 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 16

1 : 50

SSL -455

110

Area 74 m² 74 m² 73 m² 73 m² 73 m² 73 m² 73 m² 73 m² 73 m² 73 m² 73 m² 73 m² 73 m² 73 m² 73 m² 73 m²

2 6700

1

00 Ground Floor_Block F 3120

1 6001

Block G - North Section

1 3522

SSL -455

-01 Basement_Block G -455

110

2 6811

2

Porcelanosa 'Aston Arena' 600x600 mm tile R10 slip rating.

00 Ground Floor_Block F 3120

Special moment detail


COLDHA RBOUR ROAD

AV EN UE

Levitt Bernstein

DE NN IN G

Waddon Block Cs and F (69 Units), Croydon

Waddon Clinic

C.0.09

TYPE 05

TYPE 05

45 m²

45 m²

3B4P

3B4P

1

303

45 m²

3B4P

C.0.08

C.0.10

C.0.11

C.0.12

TYPE 05

TYPE 05

TYPE 05

TYPE 01

45 m²

45 m²

45 m²

57 m²

3B4P

223

TYPE 05

1

road

C.0.07

301

rbour

coldha

C.0.06

3B4P

3B4P

Block D

Residential

1B2P (WCH)

Block F

Residential 22

21

20

19

18

17

16

15

14

13

12

11

10

09

08

07

06

05

04

03

02

01

1

EAST ROAD

Block A

E

FF

Garden

Garden

Garden

Garden

DW

Garden

Refuse

PUR LEY WAY

TYPE 02 G

rd

Garden

2B3P (WCH)

70 m²

Plant

Garden

J

new

Garden

1

302

DW

H

3000

bou

300

FF

1

Winter Garden

DW

leva

Electrical riser

F

C.0.05

Winter Garden

1 Purley Way Elevation

220

ute n ro

CORE A

Electrical riser

D

Mech. riser

1445

Landscape in abeyance

K

K

FF

Garden

Front Garden

C.0.13 1B2P

DW

C.0.04

TYPE 07

1B2P (WCH)

0

Garden

20m 5m

L

L

ing

62 m²

Waddon Blocks C & F

52 m²

FF

TYPE 03

sun path

1

10m 15m

Proposed Site Plan 1 : 500

0.6 AOV

standard notes

M

M

*

1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to structural surfaces.

Cleaner's cupboard

Plot boundary shown is indicative only. For actual plot extents see land registry plans

Block F Block A Leisure Centre

date

1

09.08.16

by

FR

amendment

T1 Tender Issue

date

Block C

Block E Waddon Children's Education Centre

client

09/08/16

NHHG

scale

drawing

drawn

checked drawing number LN 3213 - D - 001

1 : 500

Block D

Block B

rev

AM

Site Location Plan rev

1

C:\Revit Local\3213-Site-CENTRAL_andrew.mckay.rvt

FF

FF

N

TF

drawing notes

THIS IS NOT A CONSTRUCTION DRAWING, IT IS UNSUITABLE FOR THE PURPOSE OF CONSTRUCTION AND MUST ON NO ACCOUNT BE USED AS SUCH.

Electrical riser

Post boxes

e L rout

DW

DW

N

*

Garden

DW

*

Garden

CORE D

Cycle store Plant 2000

Refuse

5 ways junction

Waddon Children's Education Centre

LINEAR PARK

0.6 AOV above

Mech. riser

Block E

C

Post boxes

Plant

Elec. riser

Cleaner's cup'd

children’s education centre

ing

stria

Residential

SOUTH ROAD

FF

Cleaner's cup'd

H

ous rd h rtya cou

ous rd h rtya cou

vard oule

e ped

Block C

Plant

Front Garden

green open space

Central Parade

F

denn

B

FF

FF

UP

ute

c ro

b new

leisure centre

Front Garden

DW

Mechanical riser

green open space/play

central parade

DW

Block B

Residential

Front Garden

Plant

CORE C

traffi

residential

DW

FF

FF

CORE B

D

slow

Front Garden

DW

2190

ing a venu e

Front Garden

DW

FF

DW

FF

6727

Post boxes

C

es

ous

ry h

nda

DW

3939

5802

charles cobb gardens

bou

Front Garden

B

priva

Front Garden

Post boxes

Refuse

NORTH ROAD

Front Garden

ens

rd te ga

Leisure Centre

A

A

potential pedestrian link

Winter Garden P

P

y

purley wa

Front Garden

Front Garden

1

Front Garden

221 22

3m

21

233

20

66 m²

19

56 m²

18

1B2P

TYPE 09

17

F.2.11

2B3P

TYPE 06

16

F.2.10

15

non-residential centre entrances

14

48 m²

13

*

1B2P

2m

Waddon Masterplan Block C

4m

standard notes

drawing notes

1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to structural surfaces.

retained trees

TYPE 05

12

3B5P

TYPE 06

48 m²

5m

1m

F.2.09

11

C.0.01

3B5P

TYPE 06

Block C - Ground floor plan

landmark buildings

10

C.0.02

TYPE 04 65 m²

0

09

08

07

06

05

04

03

02

01

C.0.03 1B2P (WCH)

Waddon Masterplan

rev

date

1 2 3 4

22.04.16 08.07.16 19.07.16 09.08.16

by

date

amendment

HB FR FR FR

Non-material amendment Design team coordination Issue Design team coordination issue T1 Tender Issue

drawing

1 : 100

Zinc coping

THIS IS NOT A CONSTRUCTION DRAWING, IT IS UNSUITABLE FOR THE PURPOSE OF CONSTRUCTION AND MUST ON NO ACCOUNT BE USED AS SUCH.

NHHG

scale @ A1

drawn

FR

Levitt Bernstein 1 Kingsland Passage London E8 2BB

client

10/07/09

Ground Floor Plan

checked drawing number LN 3213 - D - 120

t: 020 7275 7676 f: 020 7275 9348 w: levittbernstein.co.uk e: post@levittbernstein.co.uk

rev

4

Levitt Bernstein

C:\Revit Local\3213-Block-C-CENTRAL_andrew.mckay.rvt

N

52 m²

Zinc cladding - joints at 600 mm centres

1-

Zinc parapet

A

3mm PPC aluminium plate RAL 7024B

Ballast roof

2x12.5mm plasterboard Timber effect laminated floor

102.5x215x65mm Light grey brick

Indicitive position for mansafe system

Pistol brick

Treated anti-slip softwood decking 1-

Ballast roof 1-

CORE B

Maintenance access

80x10mm painted steel handrail RAL 7024 . 300

CORE A

3mm PPC aluminium plate

1 311

. 20

8x35mm rectangular painted metal rods RAL 7024 @ 80mm centres

20 75 .

. 420

RWP

Mechanical ventilation intake

RWP

150mm Spout RAL 7024

1

2

3

4

5

2

6

Block F - Second floor plan

10 .

0 2m

3m

standard notes

1

Waddon Masterplan Block F

4m drawing notes

1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to structural surfaces.

2

date

rev

date

by

amendment

1 2 3

08.07.16 20.07.16 09.08.16

FR FR FR

Team coordination issue Team coordination issue T1 Tender Issue

01

02

03

04

05

06

07

08

09

10

11

12

13

14

15

16

17

client

28/08/109 scale @ A3

1

18

19

20

Levitt Bernstein 1 Kingsland Passage London E8 2BB

NHHG drawing

1 : 100

303

201

THIS IS NOT A CONSTRUCTION DRAWING, IT IS UNSUITABLE FOR THE PURPOSE OF CONSTRUCTION AND MUST ON NO ACCOUNT BE USED AS SUCH.

Block F Second Floor

drawn

checked drawing number

1

9

6

14

HB

LN

9

3213 - D - 132 21

22

10.

Sim

16360

2

Half brick

. 20

Zinc cladding - joints at 600 mm centres

Treated anti-slip softwood decking

PPC Aluminium threshold plate

Window

12600

8x35mm rectangular PPC metal rods RAL 7024 @ 80mm centres

Timber aluminium composite window/door

Composite aluminium window/door

Sim

805

Fourth Floor Plan

3mm PPC aluminium plate RAL 7024

Painted hardwood

16785

Fifth Floor Plan

51 440

PPC White Aluminium cladding White

120mm Treated anti-slip softwood decking

Sixth Floor Plan

16050

. 440

wall mounted Levitt Bernstein

19200 1

10 .

80x10mm PPC steel handrail RAL 7024

PPC Aluminium threshold White

803

1 : 10

Balcony light fittings to be

3

11

3mm PPC White Aluminium rainscreen cladding

Roof Level 22350

Balcony 01 - Zinc Parapet

See drawing 3213-D-800 for parapet details

t: 020 7275 7676 f: 020 7275 9348 w: levittbernstein.co.uk e: post@levittbernstein.co.uk

rev

C:\Revit Local\3213-Block-F-CENTRAL_andrew.mckay.rvt 2

2

1 : 10

5m 1m

PPC Aluminium cladding

440 .

. 75

10 .

. 250

Second Floor Plan

440 45

440 44

6300

First Floor Plan

Rainwater gutter to spouts at both sides PPC steel support angle

3150 Purley Way East Road

Ground Floor Plan

20 .

0

20mm gap between balustrade and wall

South Elev. 1 : 100

Plant Room

10

12

3

3

3m

4m

standard notes 1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to

drawing notes MATERIALS KEY 1 2 3

Brickwork - black coloured Brickwork - light grey coloured Brickwork - recessed light grey coloured

9 10 11 12

Pressed metal coping Metal canopy

3

1 : 10

1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to Balustrade - powder-coated metal structural surfaces. Single glazed aluminium windows for winter gardens

drawing notes

rev

date

1 2 3

08.07.16 19.07.16 09.08.16

by

FR FR FR

amendment

Design team coordination Issue Design team coordination issue T1 Tender Issue

Waddon Masterplan Block C date

client

scale @ A1

drawing

06/14/16 As indicated

NHHG

South Elevation

Levitt Bernstein 1 Kingsland Passage London E8 2BB t: 020 7275 7676

8x35mm rectangular painted metal rods RAL 7024 @ 80mm centres

Curt Simple concrete/steel bolt connection

Thermal break across in-situ concrete slab

150mm spout RAL 7024

Balcony 01 - Plan

80x10mm painted steel handrail RAL 7024

Sim

Cycle Store

standard notes 5m 2m

900mm wide PPC aluminium sealed soffit panels RAL 7024 'Grey aluminium' to fall towards front edge and to water gutter

150mm Spout 4

0

PPC aluminium reveal RAL 7024 See dwg. D-802 1 801

Rail lines with brick

Block C - South elevation

1m

Treated anti-slip softwood decking

To meet NHBC standard fall

Third Floor Plan 9450

1

All new homes irrespective of tenure were desifned to be compliant with Lifetime Homes Standards with the NHHG Housing Design Guide and also meeting NHF Version 2 Standards. The residential development also meets Code for Sustainable Homes Level 4 in environmental terms. I was Project Architect for this submission responsible for a team of two architects and the overall coordination with consultants.

10 .

3mm PPC aluminium folded plate

Balcony Block C 01 - Head 01 1 Purley Way - Balcony detail

231 N

Aluminium soffit panels

7

310

.

Ventilation intake in soffit

Curtain railing

C

300.

232 -

230 -

Blocks C and F are part of Waddon Masterplan designed by Levitt Bernstein and approved by Croydon Borough in 2010. Following a Non-material Amendment Application in April 2016 to increase the number of units in the consented envelop and minor changes to balconies and facades, NHHG comissioned LB to progress the design to Stage 3 / D+ and produce a package of information for tendering purposes.

Balcony 01 - Section 1 : 10

rev

date

1

09.08.16

by

FR

amendment

T1 Tender Issue

150mm Spout RAL 7024

Mec intak

Waddon Masterplan Block C date

client

scale @ A1

drawing

09/08/16 1 : 10

NHHG

Balcony - Type 01

Levitt Bernstein 1 Kingsland Passage London E8 2BB t: 020 7275 7676 f: 020 7275 9348 w: levittbernstein.co.uk

PPC White


Thames House, Dalston, London

Levitt Bernstein

Thames House After two refused applications in the last 15 years Levitt Bernstein put together a design prpoposal for the redevelopment of the Thames House site, commissioned by Capital Services Ltd, the site owner. The three parallel blocks included in the proposal ncluded: • 41 new dwellings in two blocks • 50% affordable dwellings • 34% 3 bedroom dwellings • 283 dwellings per hectare • 50% of the floor area to be employment space • 10% of the employment space area to be affordable

North Elevation - from the curve by others

14

 Block C

12

Block C

15

RWP

Block B

rn ste Ea

Block A

Site Plan

rve Cu

en rd Ga

Block B

BLOCK B ent em Pav

ts Ligh

Plot 34 Market Flat Type K

2B4P 83.97 m²

Block A 14

Plot 33 Market WCU Flat Type J

15

     

Void

UP

2B4P 81.24 m²

RWP

ST ST

  

UT

Commercial Unit access

ST

UT

1100 x 1700 transfer space

RWP

Residential access

Key Plan - Block A/B-Second Floor



Plot 35

1500 x 1800 turning space

1 : 500

Market Flat Type L

14

12

15

2B4P 73.91 m²

Refuse Access

Key Plan - Block A and B Ground

BLOCK A

1 : 500

15

Disabled Parking Bay

2 102

For Block C Ground Floor Plan see L120

 

UT

RWP

 ST

Smoke riser RWP

RWP

Mews Street

Service riser

Core B

Market

FFL 8220

Flat Type C

3B5P 90.76 m²

Service riser

Commercial Access

Plot 3

ST

UT

DR

UT ST

Smoke riser

UT 5

ST Core A

Residential Access

Core A

FFL 8220

Plot 37

RWP Disabled Parking Bay

Service riser

ST

Flat Type N

1B2P 53.91 m²

1

Plot 36

209

Market

UP

Flat Type M

ST

DR Cores A/B Access

Basement Access

4

Market Service riser

RWP

DR

RWP

2B4P 71.59 m²

RWP

5

Commercial Access

ST

Lightwell to Basement

15 Pavement Lights

15

ST

Lightwell to Basement

2

SIT E

BO UN DA RY

RWP

RWP

RWP 4 Commercial Access 6

Commercial Unit 6 100.8 m²

RWP

2

14

2

2

14

Vehicle Loading Bay

RWP

UT

Plot 1 Market Flat Type A

1B2P 50.04 m²

15

Plot 2 Market

Ground Fl. Plan - Blocks A and B Flat Type B

1 102 Commercial Access

Pavement Lights

2B4P 75.78 m²

RWP

1 : 100

15

Second Fl. Plan- Blocks A and B

3 104 12

Secure gate to curve

N

0

N



5m 1m

2m

3m



4m

standard notes 1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to structural surfaces.

THIS IS NOT A CONSTRUCTION DRAWING, IT IS UNSUITABLE FOR THE PURPOSE OF CONSTRUCTION AND MUST ON NO ACCOUNT BE USED AS SUCH.





Ground floor plan

drawing notes

revisions

Materials Key 1. 2. 3. 4. 5. 6. 7. 8. 9.



P4

Terracota Rainscreen Tiled Panels Metal Louvres Metal Flashing to match cladding Timber/ Aluminium Composite Windows TECU brass or bronze Cladding Timber/ Aluminium Curtain Walling System TECU brass or bronze Roof Covering Brickwork Opening Rooflights

10. 11. 12. 13. 14. 15. 16. 17. 18.

Inset Balcony Smoke Riser Metal Railings Metal Lourves for extract/supply Xtend mesh to north / south balcony balustrades Decking Gabion Walling PV panels integrated into roofing system Obscure window

22/10/12

P5

19/11/2012

P6

08/08/2013



 

2

Thames House Option 2 date

client

     Issued to cost consultant P7 13/12/2013 Office layout option          for costing   scale @ A1 drawing P8 06/01/2014 Preliminary issue to  planners    Link block omitted    Planning Issue for t: 020 7275 7676     f: 020 7275 9348 Consultant comment  P9 07/10/2014 Coordinated issue update w: levittbernstein.co.uk    drawn checked drawing number  rev  e: post@levittbernstein.co.uk   Planning Issue             C:\Users\chris.lomas\Documents\2977_THAMES_HOUSE_Commercial_central_1602258_chris.lomas.rvt

07/16/12

Capital Services Limited

As indicated

Ground Fl. Plan - Blocks A and B

JS

2977 L 102

GL

14

P9

Levitt Bernstein

1 : 100

2

Typical floor plan Levitt Bernstein 1 Kingsland Passage London E8 2BB



P9

  N

P5

22/10/2012

Updated for costing

17/12/2013

Planning comments incorporated

P6

09/11/2012

Planning Issue for Consultant comment

P10

06/01/2014 08/01/2014

Preliminary issue to planners Link block omitted 3B5P Balcony amended

07/10/2014

P7

08/08/2013

Planning Issue

P11

P8

13/12/2013

Office layout option

P12

 



   





  







    Coordinated issue update        





  



N

Overbearing studies

1

SK006





standard notes

THIS IS NOT A CONSTRUCTION DRAWING, IT IS UNSUITABLE FOR THE PURPOSE OF CONSTRUCTION AND MUST ON NO ACCOUNT BE USED AS SUCH.

CGI by others

South elevation by others

1 SK006

Section AA' 1 : 100

drawing notes

Thames House Option 2 revisions

date

09/22/15

scale @ A1

1 : 100

drawn

FR

client

Capital Services Limited

drawing

Commercial Area Increase Opt. 02 Section Diagram rev P1

checked drawing number 2977 - P - SK006

IC

P1 P2 P3

09/08/2012 22/10/2012 09/11/2012

P4 P5 P6 P7

08/08/2013 12/12/2013 17/12/2013 06/01/2014







P8 P9 P10

08/01/2014 07/10/2014 11/03/2016

   

First Issue  Updated for costing Planning Issue  for Consultant comment  Planning Issue Office layout option  Planning comments incorporated Preliminary issue to planners Link block omitted 3B5P Balcony amended Coordinated issue update Block B amended









 







 

Levitt Bernstein 1 Kingsland Passage London E8 2BB t: 020 7275 7676 f: 020 7275 9348 w: levittbernstein.co.uk e: post@levittbernstein.co.uk

Levitt Bernstein

C:\Users\chris.lomas\Documents\2977_THAMES_HOUSE_Commercial_central_1602258_chris.lomas.rvt

Commercial use skecth

Proposed top floor 









       

Use diagram 3D view

1 : 100

1. Do not scale this drawing. 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to structural surfaces.

 

 Proposed typical floor plan 

   

Section AA'

Use diagram - Section

Shadow studies

 

   

  

   

   



P5

22/10/2012

Issued for costing

P6

09/11/2012

Planning Issue

P7

08/08/2013

Planning Issue

for Consultant comment

P8

17/12/2013

Planning comments incorporated Link block omitted

P9 P10

06/01/2014 08/01/2014

Preliminary issue to planners 3B5P Balcony amended

P11

07/10/2014

Coordinated issue update

  

 

 





 



       





 

       



The application was refused in 2013 and I got involved in the project to increase the amount of commercial space without modifying the external envelope which was policy compliant because the AAP (2013) considers it a Priority Employment Area and identified the site as an ‘opportunity site’ for a mixed-use scheme with retail and/or employment on the ground floor with employment and residential above and. The employment space is located in the basement and ground floor of block A, the whole of block B and a portion of the ground floor of block C, making up 50% of the gross internal area. The residential use is also 50% of the gross internal area and is located within the upper floors of block A and the remainder of Block C. As a separate exercise we a were asked by the Planning officers to study “braver” options to reduce the impact and overshadowing on the curve park to the north of the site.


01. Site

4_Victoria Quarter, 324 units New Barnet

Levitt Bernstein Location and Context Location

East Coast Mainline line East Coast Main

5

5

5

Consented Scheme Mews Option

4 Albert Road

4 Salvation Army

Gun club

4

5

5

5

6

2-3

EXISTING OPTION 1A OPTION 2A Option 1A - Reduced Footprint with2Aadded floor EXISTING OPTION 1A OPTION 5 Floors

Nursery (GF)

4 Floors

2-3 Floors

5

Additional Units 4 15 0 4 23

7 Floors 6 Floors 5 Floors 4 Floors 2-3 Floors

Option 1A

16 15 42 24 97 120

Accommodation Schedule per Block

5

4

4 6

Accommodation Schedule Optimised Consented Proposed Scheme Scheme Affordable General Needs Rent 14% 4 7 1B 2B 29 38 3B 12 16 4B 0 0 Total 45 61 Private for Sale 86% 1B 67 94 2B 102 138 3B 64 112 4B 28 43 Total 261 387 TOTAL 306 448

1B

2B2B

50 m²

2B

50 m²

76 m² 79 m²

76 m²

Optimization Studies 58 m²

54 m²

58 m²

51 m² 55 m²

52 m² 68 m²

58 m²

51 m² 79 m²

50 55 m² m²

54 m² 50 m² 75 m²

7660 m²m² 68 m²

2B

1B

70 m²

50 m²

50 m² 68 m²

57 m²70 m² 75 m²

51 m² 79 m²

50 55 m² m²

54 m² 57 m² 50 m² 75 m²

60 76 m²m² 68 m² 72 m²

53 m² 50 m² 6871m²m² 72 m² 80 m²70 m²

57 m²70 m² 72 m² 75 m²

93 m²

53 m²

80 m² 71 m²

72 m²

52 m²

101 m²

73 m² 70 m²

71 m² 54 m²

72 m²

70 m² 54 m²

95 m²

94 m²

100 m²

86 m²

85 m²

78 m²

104 m²

78 m²

95 m²

92 m²

78 m²

78 m² 70 m²

54 m² 51 m²

102 m²

70 m²

91 m²

78 m² 70 m²

101 m²

5284m²m²51 m²

70 m²51 m² 88 m²

70 m²

70 m²

102 m²

4

51 m²

76 60 m² m²

68 m²

54 m² 50 m²

57 m² 70 m²

93 m²

7 Floors 6 Floors 5 Floors 4 Floors 2-3 Floors

27 36 48

126 142

CONSENTED SCHEME & LA 2

3

50 m² 68 m²

66 m²

70 m² 72 m²

70 m²

70 m²

70 m²

74 m²

50 m²

52 m²

100 m²

3B2B

86 74 m²m²

4705

538

99 m²

OPTION 1A OPTION 2A

OPTION 2A

86 m²

50 m² 1B 51 m²2B 88 m²

1B 2B 51 m²

3B

71 m²

2B 70 m²

3B

2B

91 m²

2B

1st

72 m²

71 m²

2nd

72 m²

70 m²

2B 85 m²

71 m²

3B

2B

99 m²

71 m²

2nd

2B

2B

83 m²

85 m²

3rd

EXISTING • 1 additional unit per block

• Storey added Totals Across 4 No. Mansion Blocks EXISTINGOPTION 1A OPTION 1A OPTION 2A

Consented Typical Floor layout

TOTAL

4th

71 m²

71 m²

the Railway Bell (PH)

71 m²

Totals Across 4 No. Mansion Blocks Total Units Proposed

Total Additional Units

Total GIFA Proposed

1. Do not scale this drawing. Total 2. All dimensions must be checked on site and any discrepancies verified with the architect. 3. Unless shown otherwise, all dimensions are to structural surfaces.

TOTAL

220

44

• Storey added

4167

4705

538

Total GIFA +/- to Consented Scheme

ZONE B OPTIMISATION_FLAT BLOCKS C-F 18820

2152

This is not a construction drawing, it is unsuitable for the purpose of construction and must on no account be used as such.

Block G

KEY Phase 1 Boundary Line

the Builders Arms (PH)

• GIFA of overall block increased by 538m2

99 m²

Building Design 3rd 4th 71 m²

3000

3000

71 m²

OPTION 2A

GIFA of overall block increased by 538m2 Total GIFA +/- to Total• Units Total Additional Total GIFA Optimised Typical Floor Layout Proposed Units Proposed Consented Scheme • 11 additional units (6 Storeys) 44 reduced from 18820 2152 • 220 Floor to floor heights 3.2m to 3m • Overall increase in height of2m 2m

Block B

52 m²

3B

2B

2B 83 m²

3000

3B

1B 52 m²

3000

76 m² 52 m²

2B

93 m²86 m²

71 m²

2B

86 m²

3B 3B

2B

2B 71 m²

2B 1B Optimised Block 2B Layout 1B

1B 2B

50 m² m² 70

2B 70 m²

3000

91 m²

86 m²

1B 2B

52 m²70 m²

2B 72 m²

76 m² 52 m²

51 m²

2B 91 m²

GF

• Improved stacking and efficiency

72 m²

91 m²

2B 1B

1B 2B

50 m² m² 70

2B

3B

91 m²

89 m²

52 m²70 m²

1B

2B

3B

93 m²

71 m²

3B

3B

86 m² 3B

3B 1B 2B

2B 1B

70 m²

91 m²

3B

3B 91 m²

3B 102 m²

m² 70 m² 83 80 m²

3B

1B 51 m²

51 m² 70 m²

70 m²

2B 3B 2B

2B 2B

78 m² 70 m²

86 m²

2B84 m²

1B

53 m²

2B 78 m²

3B 52 m²

91 m²

91 m²

2B

88 m²

1B

1B 1B

1B

1B

50 m²

3000

51 m²

3000

70 m²

53 m²

3200

70 m² 50 m²

86 m²

91 m²

3000

86 m²

700

3B

71 m²

99 m²

71 m²

71 m²

52 m²

3200

3B74 m²

86 m²

700

86 m²

2B

52 m²

3200

3B 92 m²

²

70 m²

89 m²

88 m²

3000

2B 76 m²

700

91 m²

52 m²

3200

70 m² 61 m²

70 m² 50 m²

89 m²

3B

2B 3B

61 m²

51 m² 51 m²

2B 1B

70 m² 50 m²

61 m²

2B

91 m²

50 m² 70 m²

Proposed Scheme GIFA +/GIFA 857 -67 846 -67 846 -67 846 42 744 131 10 566 566

51 m²

86 m²

3200

56 m²

78 m²

70 m²

71 m²

71 m²

71 m²

71 m²

52 m²

86 m²

86 m²

4 15 0 4 23 16 15 42 24 97 120

51 m²

91 m²

86 m²

EXISTINGOPTION 1A

61 m²

70 m² 70 m²

70 m²

Additional Units

4

51 m²

3000

70 m²

100 m²

86 m²

700 1B

51 m²2B 2B70 m²

B

70 m²

53 m²

91 m²

86 m²

70 52 m²m²

70 m²

71 m²

71 m²

71 m²

Optimised Consented Proposed Scheme Scheme Affordable General Needs Rent 16% 4 8 1B 2B 29 44 3B 12 12 4B 0 4 Total 45 68 Private for Sale 84% 1B 67 83 2B 102 117 3B 64 106 4B 28 52 Total 261 358 TOTAL 306 426

2B

91 m²

50 m² 70 m²

70 52 m²m²

71 m²

3200

2B 2B 3B

70 m² 95 m² 70 m²

70 m²

1B 1B

51 m²

91 m²

7051 m²m²

91 m²

90 m²

70 m²73 m²

71 m² 54 m²

95 m²

4B943B Mm² 2B 66 m²

52 m²

5

74 m²

91 m²

5284m²m²51 m²

83 m²

m² ²

70 m²

3000

72 m²

94 m²

M B

50 m²

5

52 m²

53 m²

71 m² 80 m²

50 m² 55 m²

79 m²

74 m²

2B

61 m²

5

5

51 m²

86 m²

91 m²

101 m²

70 m²

71 m²

71 m²

EXISTING

51 m² 55 m²

52 m²

50 m²

86 m²

91 m²

70 m²

91 m² 74 m²

70 m²51 m² 88 m²

86 m²

70 m²

7051 m²m²

70 m²

80 m²

61 m²

70 m² 70 m²

74 m² 70 m²

70 m² 53 m² 51 m²

3000

76 m²

78 m²

51 m² 76 m² 50 m²

51 m² 51 m²

52 m²

86 m²

53 m²

86 m²

54 m² 51 m²

80 m²

56 m²

51 m² 51 m²

50 m²7050m² m²

89 m² 91 m²

70 m²

86 m²

91 m²

86 m²

92 m²

76 m²

50 m²

51 m² 76 m² 50 m²

51 m² 51 m²

91 m² 74 m²

78 m²

100 m²

86 m²

56 m²

86 m²

70 m² 53 m²

86 m²

89 m² 91 m²

51 m² 51 m²

95 m²

7470m² m²

61 m²

86 m²

95 m²

100 m²

70 m² 50 m²

95 m²

94 m²

56 m²

86 m²

95 m²

70 m²

61 m²

86 m²

95 m²

100 m²

56 m²

61 m²

70 m² 70 m² 70 m² 54 m²70 m² 50 m²

74 m² 70 m²

72 m²

74m² m² 70

5

Consented Scheme Mews Option

90 m²

94 m²

70 m² 50 m²

95 m²

101 m²

86 m²

95 m²

94 m²

95 m²

73 m² 71 m² 70 m² 7070m² m² 54 m²

2B 2B

61 m²

70 m²

70 m²

Text by MP

90 m²

52 m²

61 m²

50 m²

70 m² 66 72m² m²

2B

2B

2B

50 m²

61 m² 50 m² 70 m² 70 m²

70 m² 66 m²

70 m² 72 m²

93 m²

55 m² 51 m²

52 m² ²

1B

2B 2B

70 70m² m²

5

3 9 4 0 16

GIFA Schedule - Per15Block

National Grid Site

4

Accommodation Schedule

Mews Street Additional Units

4

Surrounding buildings - style / character / typology 5 5 5

5

Consented Proposed Scheme Consented Proposed Scheme Additional Units GIFA +/Scheme Units Scheme GIFA GIFA EXISTING OPTION 2A EXISTING Units OPTION 1A OPTION 1A OPTION 2A Option 2 1B Ground 10 14 4 924 857 -67 EXISTING EXISTING OPTION 1A EXISTING OPTION OPTION 1AEXISTING 2A OPTION OPTION 1A 2AOPTIONOPTION 1A 2A OPTION 2A EXISTING OPTION 1A OPTION 2A Option 1A 2B First 18 23 5 913 846 -67 Option 2 NG OPTION 1A EXISTING OPTION OPTION 1AEXISTING 2A OPTION OPTION 1A 2AOPTIONOPTION 1A 2A OPTION 2A EXISTING OPTION 1A OPTION 2A Option 1A Accommodation Schedule per Block GIFA Schedule - Per Block Accommodation Schedule per Block 3B Second 16 18 2 913 846 -67 GIFA Schedule - Per Block 2B 2B 2B 2B 2B 2B 3B 3B M M 3B M 3B M 1B 1B 3B M 3B M 3B M 3B M 1B Proposed Scheme 2B 2B 72 m² 1B 2B 1B 2B 1B m² 4B 2B Third 1B 1B per 0Schedule 01B Proposed 2B 846 42 3B M 3B M4B M 1B Accommodation Schedule GIFA - Per Block 3B M 4B M2B 72 2B Consented 804 Proposed Scheme Consented Proposed Scheme 4B M 2B m² 3B M 3B M 4B M70 2B 3B M 2B70 m² 2B 2B Block 2B 2B 1B Consented 2B 1B 2B0 1B 2B Consented Scheme 70 m² 1B 70 m² 2B 2B 2B 2B 1B 2B 2B 2B 2B 2B 2B 2B 2B 1B Accommodation Schedule per Block GIFA Schedule - Per Additional Units GIFABlock +/61 m² 54 m² 50 m² 50 m² 61 m² 50 m² 70 m² 53 m² 50 m² 50 m² 70 54 m² 50 m² 53 m² 79 m² Additional Units GIFA +/Scheme Units Units Scheme GIFA GIFA 76 m² 70m² m² 70 m² 74m² m² 79 m² 76 m² 70 m² 70 74 m² TOTAL Fourth 44 55 11 613 744 131 3B 3B Scheme Units Units Scheme GIFA GIFA Option 1A MM 3B M 1B Ground 10 14 4 924 857 -67 3B M 3B M 3B3B 2B 1B 1B M 1B 1B 2B 2B 2B 1B 2B 1B 3B M 3B M 3B 4B M2B 4B2BM 2B M 4B2B M2B 2B 3B M 2B 2B 2B 2B 2B 4B M Consented Proposed Scheme Consented Proposed 2B 1B Total 2B 2B 2B 10 10 0 4167 0 1B 2B 18 23 5 913 846 -67 Fifth 2B 0 Scheme 566 566 First 2B 2B 2B 2B 2B1B 1B 2B 2B 2B 1B 2B 2B 1B 1B 1B 1B 1B 2B700 2B 1B 1B 2B 4167Scheme GIFA Consented Proposed Consented 1B 2B 1B 2B Additional Units +/1B 1B 2B 3B Second 16 18 2 913 846 -67 2B 2B 2B 2B 2B2B Units 2B2B 1 19 50 m² 2B 2B 18 2B 2B 1B 2B 3B 2B Additional Units 3B Scheme Scheme GIFA GIFA 61 m²2B 61 m² 2B 50 m² Units 70 m² 3B Schedule 50 m² 50 m² 1B 1B m²m² 3B Accommodation Schedule - 54Per Block 702B 70 m² 4B Units 1B 1B 0 4167 0 0 804 846 Scheme42 1B 72 m² 4705 538 Third 70 m² 79 m²per Block Units GIFA 76 m² 70 m² 70 m² 74m² m² 70 m² 3B 3B GIFA7270 79 m² 763B m² 16 m² 70 74 m²53 m²70 m²Scheme 1B 1B 3B3B Total m² 50 m² 3B 54 m² 50 m² 53 m² 3B 3B 3B 14 -2 3B 86 m² 3B 3B 3B 3B 3B 3B 3B 3B 3B 3B 86 m² TOTAL Fourth 44 55 11 613 744 131 2B 2B 2B 91 m² 2B 2B 1B Total Option 2B 2B 2B 10 10 0 41671A 4167 0 2B 95 m² 91 m² 2B 2B1B 2B 1B 700 2B 700 700 1B 1B 1B 2B700700 2B 1B 700 700 700 95 m² 1B 700 1B Ground 700 1B 10 14 4 924 Fifth 0 566 566 700 4B 700 0 2 2 700 3B 3B 3B 3B 3B 2B 3B 1 3B 3B 3B 3B2B 3B 3B 3B 19 3B 3B Consented Proposed18 Scheme Consented Proposed Scheme 3B Accommodation Schedule per Block GIFA Schedule Per Block 4167 4705 538 3B 2B 91 m² First 18 23 5 913 3B TOTAL 44 45 13B 4 No. Mansion 3B Total Totals Across Blocks 86 m² 86 m² Option 1A 3B 95 m² 91 m² Additional Units GIFA +/3B 95 m² 3B 3B 3B 3B 16 14 -2 700 3B 3B 700 700 3B 3B 3B 3B 3B 3B 3B 3B 3B 700 3B Scheme2B1BUnits Units Scheme GIFA GIFA 3B 1B 3B 95 m² 3B Second 16 Across 4Consented 18 2 913 95 1B m² 700 Consented Proposed Scheme 1B 1B 1B 1B 1B 1B 1B 700 1B 1B 1B 2B 1B 1B 1B 2B1B 2B 1B 2B 2B 2B 700 700 Totals No. Mansion BlocksProposed Scheme GIFA +/700 700 700 861Bm² 700 Option 1A 2B Total Additional GIFA Total GIFA to 2B 3B Total Units Additional Units+/86 m² 2B 0 91 m² 3B 2B 3BSchemeTotal 4B10722B 24 1B91 m² 2702B Units Units Scheme GIFA 3B 3B Accommodation Block Block 1B70 m²95 m²Schedule per 924 95 m² 1B Ground 141B72 m² 857 -67 1B 2B GIFA Schedule m² m² 4B 91-3BPer Third 1B 0 0GIFAAdditional Total GIFA 0 GIFA 804 3B 3B 1B 3B m² Total Units Total Total GIFA +/- to 86 m² 91 m² 3B 3B 3B 3B2B 3B 3B 3B 3B 3B Accommodation Schedule per 924 Block Schedule - Per Block Ground 10 14 m² 4 857 -67 Proposed 50 m² Units 1B 70 m²86 m² Proposed Consented Scheme 54 m² 50 m² 53 m²70 TOTAL 44 45 1 53 m² Proposed Units Proposed Consented Scheme 3B 3B 3B 3B First 2B 2B 23 5 54 m² 913 -67 23 2B 2B 2B2B 2B 3B Fourth 44Scheme 55 613 Totals Blocks 1A 2B 2B 2B 2B 2B 2B 18 First 18 5 TOTAL 913 846 -6711 Option 3B Across 4 No. Mansion Consented Proposed Scheme 2B 846 Consented Proposed Consented Proposed Scheme Consented Proposed Scheme 2B 2B 2B 2B 2B 2B 2B Additional GIFA +/Additional Units 16 GIFA220 +/44846 Units 18820 2152 1B 1B 1B 2B Units Scheme GIFA GIFA 3B Second 1B1B 18820 18 1B 1B 2 2152 913 -67 1B 220 1B 1B Scheme Units TOTAL 2B 1B 44 2B 1B 1B 1B 1B 1B 1B 1B 1B 1B Scheme Units Units Scheme GIFA GIFA 1B 1B 1B 1B 1B 1B 1B 1B 1B 3B Second 1B 1B 16 18 2 913 846 -67 2B 2B 1B Fifth 0 2B 2B 2B 1B 1B 1B 2B 56 m² 51 m² 52 m² TOTAL 1B 1B 2B 51 51 m² 51 m² 700 56Total m² Total Units Total Additional Total GIFA GIFA +/- 51 tom² 1B 52 m² Ground 10 14 924 857 -67 70 m² 2B 2B 70 m² 4B Third 0 m² 051 m² 0 804 8464 42 56 m² 5156 m²m² 52 m² 51 m² 51 51 m² 2B 857 First 18 5 913 846 -67 51 m² 1B 52 m² Ground 10 Consented Scheme 14 4 924 -67 23 70 m² 70 Units m² Proposed Accommodation Proposed TOTAL846 Fourth 44 11 GIFA Schedule - Per 3B 613 7442 131 4B 4th Third 0 m² 051 m² 0 804 42 55 3B Schedule Second 16 18 913 846 -67 3B per Block Block 4167 3B GF 1st 2nd 3rd 3B 3B 2B First 18 23 5 913 846 -67 3B 4B Third 0 0 804 846 42 Total Fifth 0 5660 566 86 m² 86 m² 613 3B 3B 91 m² 3B 91 m² 3B TOTAL Fourth 44 55 11 613 744 131 2B TOTAL Fourth 44 3B Across954 m² 55 11 744 131 2B 2B Totals No. Mansion Blocks 95 m² 2B 2B 2B 2B 2B 2B 2B 2B 2B 3B Second 2B 18 2 913 846 -67 2B 2B 16 2B 180 700 4 0 0700 2B 2B TOTAL 2B 2B 2B 4167 4705 538 Fifth 0 566 566 2B 78 m² 70 m² 2B 2B 2B 78 m² 70 m² 2B 700 700 78 m² 70 m² Total 2B 78 m² 2B 2B 4B Third 0 0 846 42 Consented block layout 71 804 m² Fifth to 71 m² 0 Scheme 5660 56670 m² 4167 4705 538 71 m² Consented Proposed Scheme 71 Consented Total Total Units Total Total GIFA Across 4 m²No. Mansion BlocksProposed OptionOPTION 1A TOTAL+/Fourth2A Totals 44 55 Additional 11 613 131 Units GIFA +/3B Additional Total GIFA 2B 2B Totals Across 4 No. Mansion Blocks EXISTING EXISTING OPTION 1A 1A OPTION 2A Totals744 2B 2B953B 2B 2B 3B 3BOPTION Across 4 No. Mansion Blocks 2B Scheme Units Units Scheme GIFA GIFA 3B 4167 3B m² 2B 4705 Total91 538Additional Fifth 95 m²External envelope Units Proposed Consented Scheme 0 566 566 78 m² 70 m² • of building is maintained (GIFA is 78 m² 70 m² Proposed 2B 78 m² 70 m² Total 86 m² Total Units Total Total Additional Additional Total GIFA Total GIFA +/- to m² Units Total Total GIFA Total GIFA +/to 2B 78 m² 70 m² Total Units Total GIFA Total GIFA +/to 2nd 3rd 4th 86 m² 2B 91 m² EXISTING OPTION 1A OPTION 2A OPTION 1A EXISTING OPTION 2A OPTION 2B Accommodation Schedule per4705 Block Proposed GIFA Schedule - Per Block ING OPTION 1A OPTION 1A 2A OPTION 2A Consented Optimised Typical Units Proposed Consented Scheme 1B 4 Proposed 924 857 -67 71 m² 71 m²10 Typical Floor layout 14 Units Floor Layout Proposed Ground Consented 4167 Scheme 538 maintained) 71 m² 71 m² Total Proposed Consented Scheme 220 Units 44 18820 Proposed 2152 180 4 0 TOTAL TOTAL (6220 Storeys) 2B0 First 18 23 913 846 -67 44 18820 2152 TOTAL 5 Consented Proposed Scheme Consented Proposed Scheme Totals Across 4 No. Mansion Blocks • Party walls and core amended to formTotals optimised layout. Additional GIFA +/Across 4 No. Mansion Blocks 44846 Units 18820 2152 1B 1B 1B 2B Units Scheme GIFA GIFA 3B 1B Second 1B 16 18 1B 2 913 -67 1B 1B 1B Scheme Units 220 2m TOTAL 1B 3B M 2B 3B M 3B M 3B M 3B3B MM 4B M2B 2B 1B 1B 5156 m²m² 3B M 2B 3B M4B M 51 51 m² m² Total Units 51efficiency m² 4B M 2B 1B Total Additional Total Total GIFA52 +/-m² to m² M 2B Total Units56 m² Total Additional Total GIFA 51 m² Totaland GIFA +/- to 4B M 2B3B M 2B 2B 1B 52 m² Ground 10 • Storey added 14 4 924 857 -67 51 m² • Improved stacking 70GIFA m² 1B 70 2B 1B 4B Third 0 0 0 804 846 42 3B 3B 3B • External envelope of building is maintained (GIFA is 3B Consented Typical Floor layout Optimised Typical Floor Layout Proposed Units Proposed Consented Scheme 700 2B First 3B 18 23 5 913 846 -67 3B OPTION 1A OPTION 2A Proposed Units Proposed • 613 GIFA of overall block increased 1B 1B N 2B2A OPTION 2A Fourth • 1 additional unitConsented per TOTAL block Scheme 44 55 11 7442by 538m2 131 3B Second 16 18 913 846 -67 maintained) 2B 2B 2B 2B 2B 220 44 18820 2152 2B 2B 2B1B 2B 2B TOTAL 700 1B 1B 1B 1B 2B 4B Third 0 • 11 0additional0units 0 804 846 42 (6 Storeys) Fifth 566 566 220 44 18820 2152 TOTAL 3B TOTAL Fourth 3B 44 55 11 613 744 131 • Floor to floor heights reduced from 3.2m to 3m • Party2Bwalls and to2Bform optimised layout. 2B 2B 2B 2Bcore amended 2B 3B 2B 3B 3B 3B 3B 3B 3B 3B 3B B 3B 4167 4705 538 Fifth 0 566 566 78 m² 70 m² 78 m² 70 m² 2B 0 78 m² 70 m² Total • Overall increase in height of 2m Standard notes 2B 70 m² 700 700 2B 700 700 700 2m 78 m² 2B 2B

1B

2B

79 m²

Context4

5

CONSENTED SCHEME CONSENTED SCHEME & LA 1 Option 2 Optimised Layout Optimised Layout Option EXISTING OPTION 1A OPTIONFootprint 2A Option 1A -1AReduced with addedfloor floor 1A - Reduced Footprint with2Aadded EXISTING OPTION OPTION 2

5

Consented Scheme Tower Option

Mews Street

Consented Proposed Scheme Scheme Affordable General Needs Rent 16% 1B 4 8 2B 29 44 3B 12 12 4B 0 4 Total 45 68 Private for Sale 84% 1B 67 83 2B 102 117 3B 64 106 4B 28 52 Total 261 358 TOTAL 306 426

7 Floors 6 Floors

5

7

Consented Scheme

7

5

Public square

4

National Grid Site

7

7

Accommodation Schedule

Existing Nursery

Albert Road

5

5

2-3

Pub

Victoria Road

Albert Road

5

Victoria Road

Victoria Road

6

Car Park Entrance

Salvation Nursery ( Army

4 Car Park Entrance

5

Non-Resi use @ ground and first Floors

National Grid Site

National Grid Site

2-3

4

Car Park Entrance

2-3

Salvation Army

2-3

7

5

Pub

4

Land Assembly Option 02

2-3

4

2-3

5

Albert Road

Public square

4

line East Coast Main

Consented Scheme

2-3

Land Assembly Option 01

Pub

Town Centre/Railway to west/vpEast toCoast east/national Mainline grid to north

East Coast Mainline

ZONE B OPTIMISATION_FLAT BLOCKS BLOCKS C-F ZONE B OPTIMISATION_FLAT C-F

Masterplan Boundary Line

• 11 additional units

• Floor to floor heights reduced from 3.2m to 3m

Constrains diagram

Image caption

Victoria Quarter Levitt Bernstein was commissioned to study the potential optimization of a consented scheme in 2013. The client was also looking at increasing the scope of the project by adding the plots that connect the site to the main road. I worked with a team to initially create proposals that would reduce the footprint and cost of the approved buildings and proposals that increased the number of units in the consented envelope. We were also asked to produce a number of capacity studies that would assist the client to value the additional plots. After successful client presentations LB was commissioned to work a Planning Applications for the additional sites that would create a gateway access to the approved development and a separate Minor application to optimise the consented one in 2013

• Overall increase in height of 2m

Albert Road (west)

OPTIMISATION_FLAT ZONE BLOCKS C-F B OPTIMISATION_FLAT BLOCKS C-F 2B4P M

BLOCK J2

BLOCK A

2B4P M

Basement Car Park Entrance

BLOCK J1

Salvation Army

Commercial 190 m²

2B4P M

IN

Substation 32 m²

Block C

OUT

Building character

Plant 20 m²

Core Entrance

Core Entrance

Office 52 m²

Core Entrance

Commercial 122 m²

Revisions REV DATE

DESCRIPTION

INITIALS

1 2

First Issue Block J w/ Salvation Army

IK MB

19.07.16 09.08.16

Parkside • Projecting balconies • Connection with landscape • Directional facade

Albert Road (east)

• Parkside

Substation 3B5P M

3B5P M

3B5P M

Core Entrance

23 m²

• Streetside

plant 17 m²

0

N

Indicative location of existing trees

10m 2.5m

5m

7.5m

Gun Club Site 2B4P

Victoria Quarter

BLOCK H

Victoria Road

2B4P

3B5P M 2B4P

Date 19.07.2016

Drawing number 3372 - P - 100

Client One Housing Group

Author Author

Project address New Barnet

3B5P M

3B5P M

Checked Checker File location

Scale @ A1 1 : 250 Drawing Ground Floor Plan

Levitt Bernstein

Gateway proposal

Victoria Recreation Ground Nursery

28

Lorem ipsum dolor sit amet, c adipiscing elit� Phasellus aliqu elementum, molestie hendrer Quisque lacus est, commodo semper malesuada diam� Mau lacinia� Donec pretium euismo

levittbernstein.co.uk

Revision

P2

London 1 Kingsland Passage London E8 2BB +44 (0)20 7275 7676

Function/access diagram

Manchester 3rd HQ Building 2 Atherton Street Manchester M3 3GS +44 (0)16 1669 8740

Streetside • Recessed balconies • Protection from street / traffic


4_CGI by others

St Ann's Road Retail

506: Design and Access Statement Basement

Bikes 1050 STO

Plant/ Meters 00 ground Floor

5_1st Floor Plan

Studio © www.AutorArchitecture.com 4000

1Bed/ 2Person 1050 STO 1050 STO

900 STO 900 STO

6_1st Floor Plan 01st Floor

2Bed/ 4Person 02nd Floor

3Bed/ 5Person Duplex

321 Station Road - Harrow HA1 2AA

3210

1050 STO 900 STO

4320

900

STO

900

STO

STO

900

900

1050 STO STO

STO 1050

STO

STO

STO

Platinum House as per Harrows AAP 3D model

STO

1500 x 1500

1050 STO

1500 x 1500

STO

900

0m

0m

0m

10m

10m

10m

Updated door layout Issued for Planning

Scale bar shown

27/04/12

24/05/12

J

L Client

Issued for sign off Updated window detail 04/04/12

18/04/12

H

I Address

1:100

Scale @ A1

506 03

Job No

T 0207 253 8330 F 0207 253 8330 E studio@autorarchitecture.com

Date

L

PLANNING

SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

Drawing Title

REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

Third Floor Plan Revision

TUpdated 0207 253Refurbishment 8330 F 0207 253 8330 for Planning EIssued studio@autorarchitecture.com W autorarchitecture.com LPA comments incorporated

Issued for sign off

Issued for Structure

Issued for sign off

Issued for comment

New Build 1st

Existing 1st

Scale bar shown Rear elevation amended

Havelock Place

Scale : 1: 100

SECTION A-A

3_Rear Elevation

900 STO

1050 STO 900 STO

900 STO

2400 STO

7_2nd Floor Plan

The project was at the begining of RIBA stage 3 and I came on board to take it forward to Technical Design and all the way to completion. It included the conversion of an office building on the high Road into 4 no. 02 Height analysis with area PS9 shown light red 1 and 2 bedroom apartments and the construction Ground Floor and Access Statement of506:aDesign new build block at the rear comprising 20 no. self FFL Retail contained units. T 0207 253 8330 F 0207 253 8330 E studio@autorarchitecture.com W autorarchitecture.com

Key:

J

Blue Ginger Ltd.

FA

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

Checked

Client THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR

From the time I joined the office I was responsible for the design team coordination and the adjustment of New Build Basement the drawings to be fully compliant with the GLA Standards. I produced a full detail package for the front building for Building Control submission and on-site consultant support for the contractor.

First Floor 28-29 Great Sutton Street London EC1V 0DS United Kingdom

Revision

Harrow, London HA1 2AA AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING

Drawn.

6

Drawing No

ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

RH

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

1102

Address

Scale @ A1

321 Station Road ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS

1:100

9

Drawing Title

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS. Project

506 03

General Note:

Job No

7

Second Floor Plan

PLANNING

Blue Ginger Ltd.

10

Client

STO

Harrow, London HA1 2AA

1500 x 1500

Address

1065 STO

321 Station Road

STO

Unit 03/03 1b/2p 54 sqm

Project

N

T 0207 253 8330 F 0207 253 8330 E studio@autorarchitecture.com W autorarchitecture.com

FA

Checked

Revision

Drawn.

Drawing No

RH

1101

First Floor 28-29 Great Sutton Street London EC1V 0DS United Kingdom

1:100

Scale @ A1

506 03

Job No

First Floor Plan

Drawing Title

Blue Ginger Ltd.

Client

N

Issued for comment Draft internal layouts shown Issued for comment Issued for sign off Updated Annotations Issued for Structure Issued for sign off Issued for Planning LPA comments incorporated Scale bar shown

Harrow, London HA1 2AA

A 18/01/12 B 21/02/12 C 15/03/12 D 21/03/12 E 22/03/12 Project F 29/03/12 G 03/04/12 321 Station Road H 27/04/12 I 22/05/12 Address J 24/05/12

Revision

PLANNING

Key:

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL United Kingdom W autorarchitecture.com ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

London EC1V 0DS

28-29 Great Sutton Street General Note:

First Floor

K FA

Checked

Revision

Drawn.

RH

1100

Drawing No

Ground Floor Plan

Drawing Title

Blue Ginger Ltd.

Harrow, London 2AA K 22/05/12 HA1 LPA comments incorporated

900

900 STO

900 STO

900

STO

A

Unit 03/02 1b/2p 52 sqm

C Designated Redevelopment area HuDP PS9 Site on R oad

8

Stati

Havelock Place

1 3101

6

5

3105

3106

AUTOR

3370

900 STO

900 STO

2590

900 STO 900 STO

1500 STO

1050 STO

1500 x 1500

900 STO

1050 STO

T 0207 253 8330 F 0207 253 8330 E studio@autorarchitecture.com W autorarchitecture.com 1500 x 1500

SECTION A-A

1500 x 1500

RH

G 03/04/12 321 Station Road

N

5

3105

STO

900 STO

1050 STO

1_24 Residential Units in Harrow, HA1 2AA (Currently on site)

900 STO

Checked

1:100/1:200

900 STO

K

Drawn.

1050 STO

Client

1500 x 1500

2100

Scale @ A1 1500 x 1500

Address

900 STO

Drawing No

506 03

900 STO

First Floor 28-29 Great Sutton Street London EC1V 0DS United Kingdom STO

Harrow, London HA1 2AA 900

321 Station Road

7

1500 x 1500

Job No

2

1050 STO

Project 900

PLANNING

7

Issued for comment Draft internal layouts shown Issued for comment Issued for sign off Updated Annotations Issued for Structure

Issued for comment

18/01/12 21/02/12 15/03/12 21/03/12 22/03/12 29/03/12

Issued for comment

15/03/12

Date

08/03/12

B

A B C D E Project F

Date

A

Revision

RH

PLANNING

Revision

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

Checked

1:100

Key:

24/05/12 26/06/12

F 0207 253 8330 E studio@autorarchitecture.com

J K

28-29 Great Sutton Street London EC1V 0DS

03/04/12

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

First Floor 04/04/12 28-29 Great Sutton Street 27/04/12 London EC1V 0DS United Kingdom 22/05/12

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

29/03/12

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

E

United W autorarchitecture.com ALL DETAILS AREKingdom INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

21/03/12

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL FirstDRAWINGS Floor T 0207 253 8330 ENGINEERS AND SERVICE ENGINEERS DRAWINGS.

F

General Note:

J

J

Drawn.

900 STO

10m

FA

1103

Scale @ A1

900 STO

1050 STO

Checked

Drawing No

506 03

900 STO

Scale : 1: 200 Drawn.

Drawing No

Job No

1500 x 1500

WEST ELEVATION 20/03/12

D

1500 x 1500

Scale : 1: 100 RH

I

1099

G H

Scale @ A1

10m

1:100

Existing 2nd

C

1050 STO

4.2.1 FlooR Plan inDex 10m

Drawing Title

Existing 3rd

506 03

New Build 4th

Job No

Basement Plan Revision

Scale bar shown

0m

Blue Ginger Ltd.

Client

Station Road

Updated West facade Issued for Planning LPA comments incorporated

Issued for sign off

Harrow, London HA1 2AA

New Build Roof

0m

29/03/12

F

Issued for Structure

22/03/12 G 03/04/12 Project H 04/04/12 Road I321 Station 27/04/12 J 22/05/12 Address K 24/05/12

Updated Annotations

18/01/12 21/02/12 15/03/12 21/03/12

N

Issued for comment Draft internal layouts shown Issued for comment Issued for sign off

Date

E

Existing Basement

A B C D

Ground Floor

Revision

New Build 1st

PLANNING

Key:

K

900 STO

0m

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

General Note:

New Build 2nd

TION

1500 x 1500

1050 STO

1050 STO

K SEC

1500 x 1500

1050 STO

900

I

900 STO

1050 STO

1050 STO

24/05/12

J

Unit 02/07 Second ßoor: 48 sqm

1500 x 1500

900 STO

1050 STO

Scale bar shown

22/05/12

I

Unit 03/04 1b/2p 54 sqm

1500 x 1500

900 STO

900 STO

1050 STO

LPA comments incorporated

27/04/12

900 STO

900 STO

3

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

1065 STO

1065 STO

900 STO

1050 STO

1050 STO

Issued for Planning

23/03/12 29/03/12 03/04/12

H

900

1050 STO

1050 STO

Updated Annotations Issued for Structure Issued for sign off

21/03/12

E F G

Issued for sign off

21/02/12 15/03/12

D

Issued for comment Issued for comment

Date

B C

3106

6

4

Revision

New Build 3rd

DEMOLITION LINE

1 3101

3104

Key:

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

J

1050 STO

1050 STO

New Build Basement DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

Ground Floor

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

BB

General Note:

DEMOLITION LINE

2_Section AA’ 900

1050 STO

1050 STO

900 STO 900 STO

900 STO

900 STO

1_Second Floor Plan STO

900 STO

900 STO

1050 STO

SECTION

Unit 02/06 ßoor II Second ßoor: 48 sqm

900 STO

900

9

900 STO

1050 STO STO

900

900

900

B

STO

A

14

1050

AOV

15

1050

900 STO

1500 x 1500

14

STO 900

900 STO

13

STO

1065 STO

12 Issued for comment Draft internal layouts shown Issued for comment Issued for sign off Updated Annotations Issued for Structure Issued for sign off Issued for Planning LPA comments incorporated Scale bar shown

1050

900 STO

11 18/01/12 21/02/12 15/03/12 21/03/12 22/03/12 29/03/12 03/04/12 27/04/12 22/05/12 24/05/12

STO

1500 x 1500

10 Date

A B C D E F G H I J

900

01 1500 x 1500

9 2 Revision

STO

3103

Key:

900

900 STO

8

STO

Unit 03/05 Studio 42 sqm 1500 x 1500

7 3102

1050

Unit 03/01 1b/2p 55 sqm

6

900 STO

02 900 STO

5

BB

STO

D

1050 STO

3

G

AA 4

900 STO

E 3

1050 STO

01 2

900 STO

H SECTION

1050

1

900 STO

900 STO

SECTION

3103

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

2.1 uRBan Context

St. ann’s Road

New Build Roof

900 STO

F

1

4 New Build 4th College Road

STO

AA

Station Road, Harrow

01 area analysis

N

New Build 3rd

Autor Ltd is an award winning office based in central 6 storeys 6 storeys London specialised in residential architecture with a fo7 storeys cus on7 planning and early stages of the design process. storeys ps9 5 storeys ArchiI joined Autor in October 2013 to be the Project New Build 2nd 9 storeys tect for this £4.5 m development a few yards away 5 storeys from Harrow-on-the-Hill Station. 8 storeys

FA

© www.AutorArchitecture.com

900 STO

Hanover House

Blue Ginger Ltd.

Drawing Title 900 STO

Section AA

Revision

FA

1050 STO

1050 STO

900 STO

1050 STO

03

1050 STO

1050 STO


F07

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR AA2-(31) Openings - Windows REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

16

31-48

1_24 Residential Units, Harrow, HA1 2AA (Currently on site)

WINDOW NOTE: Final structure, lintels, cavity closers and membranes tbc after further investigation and before Cavity to be fullÞlled with non-ßamable insulation . Brick coursing shown indicatively only. All heights to be adjusted to closest matching brick course. All stonework to be installed to structural engineer's speciÞcations. General Note: Adjust FFL if existing screed is removed.

AUTOR

Key:

FFL +70.99

& Doors

W03

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS. DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

Detail SpeciÞc Notes 506_AA2-S(27)08 AA2-(31) Openings - Windows & Doors 08-01. SarnaÞl single polymer roof membrane bonded to insulation to form gutter at 1:60 fall TR27 insulation 08-02. Vapour check from roof to be taped to Gyproc Fireline in accordance with manufacturers Membranes recomendations to form continuous vapour barrier. 31-01. DPM 08-03. Powder coatedVisqueen aluminium coping to match slate tile colour. Matt colour reference tbc. 08-04. out of Visqueen window. 31-02SettingDPC High Bond torch-on. 08-05. Steel crank beam beyond to be insulated. 31-03. Self adhesive 08-06. SlatesEPDM lapped over Velux flashing edl Þxed. 08-07. Vapour barrier to continue and be taped to Kingspan K18 Kooltherm and Vapour barrier to 31-04. Air and vapour control layer (AVCL) 500 gauge Polythene. form continuous vapour barier . 31-05. Waterproof membrane. Kingspan ‘Nilvent 17’. 08-08. Support battens requiredBreather for Velux flashing EDL top gutter 08-09. British Gypsum fire protection board system to achietve 60 minutes fire resistance. 31-06. Sealant & backstrip. 08-10. Lap and seal Sarnafil to breather type roofing memebrane 08-11. All plasterboards to besealant supportedstrip at theirCompriband. perimeter; Þxed and Þnished using Thistle 31-07. Windowneeds frame Þnishing plasters or Gyproc jointing products.

ESL+70.90

265

TOP +77.05

49-03

08-10

31-30

150min.

27-53

R06

200

Existing 2nd 18 162

200

55

Existing 1st

31-03

35 12.5

FCL +70.50

56.1

12.5

31-26 27-05

27-51

FCL +76.39

27-52

27-30

27-05

125

31-32

27-21

Ground Floor

31-65

Existing Basement

62.4

3_Window Detail

40

2_Roof Detail 01

existing column 102.5

to site

Final services Strategy not available at point of issue.

GENERAL NOTES

105

General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

80

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS. ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

214

1:2 40 60 80 100mm AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING

120

1:20 400 600 800 1000mm THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR

1200

16

31-30

31-02

55

31-57

31-06 31-25 31-26

31-32

31-65

existing column

80

105

+70.53

45

+70.64 Existing brick openning +70.64

31-26

200mm

1

2m

1:100

2

3

4

R09300 5m

GENERAL NOTES All products to be installed in accordance with the manufacturer's recommendations and standard details. All structural elements to be conÞrmed by Structural Engineer. Final services Strategy not available at point of issue.

11-01. 11-02. 11-03.

6

16

11-04.

+74.72

11-05. 11-06.

11-09

11-07. 11-08. 11-09. 11-10. 11-11.

16

27-04 27-30

+74.60

27-06

150

27-50

27-03

370

27-66

TOC +74.57

55

Membranes 31-01. DPM Visqueen 31-02 DPC Visqueen High Bond torch-on. 31-03. EPDM Self adhesive Þxed. 31-04. Air and vapour control layer (AVCL) 500 gauge Polythene. 31-05. Waterproof Breather membrane. Kingspan ‘Nilvent 17’. 31-06. Sealant & backstrip. 31-07. Window frame sealant strip Compriband. Insulation 31-20. Injected Platinum Ecobead insulation by Springvale 31-21. Kingspan Kooltherm K12 all joints taped and sealed. 31-22. Kingspan Kooltherm K18. 31-23. Kingspan Kooltherm K8 31-24. Rockwool Cavity Barrier. 31-25. Compriband by Ilbruck. 31-26. Non-expanding Foam Þller by Ilbruck. 31-27. Isover APR 1200 acoustic insulation. 31-28. Rockwool cavity Þll board. Structure 31-30. Structure to SE speciÞcations. 31-31. Estimated 60mm existing screed to be removed. 31-32. Stainless steel Þxing lug to SE speciÞcations. 31-33. Existing lintel position tbc by opening up works. 31-34. SW preservative treated timber packers. 31-35. Insulated Lintel with built-in DPC to S. Eng speciÞcations 31-36. Existing structure. Finishes 31-40. 4mm Natural Slate Fesco Blue Grey 400x200mm. 31-41. Existing brick façade to be cleaned and repointed. 31-42. Internal Brick leaf. 32-43. Insulated polymer render system. 31-44. Acoustic ceiling to achieve speciÞed CODE 4 sound attenuation. 31-45. Painted softwood internal window sill. 31-46. Existing stone window sill. 31-47. Existing stone window surround. 31-48. Painted softwood skirting board. 31-49. Mortar joint. 31-50. Coping stone. 31-51. 12.5mm Plasterboard. 31-53. Formed aluminium parapet ßashing secret Þxed to installers detail. 31-54. Rigid Powder Coated Aluminium ßashing. 31-55. 4mm Composite Aluminum rainscreen panel Reynobond cladding. Colour tbc. 31-56. 50mm Marshal Stone paving slabs on pedestals. 31-57. Reclaimed stone surround. 31-58. Reinforced concrete surround. Other 31-60. ‘Cavi90’ Type H Cavicloser cavity closer. 31-61. ArtiÞcial slate to support DPC. 31-62. Top of Ground ßoor Cladding. Stone reveal 31-63. New Beak Weep-holes @ 900 ctrs. 31-64. Void for services to ME design requirements and architects approval. 31-65. Vaspa windows - acoustic trickle vents included in frame. 31-66. Vaspa door. 31-67. Harmer Modulock Raised Deck Pedestals.

27-21 200

mm

150

Revision

Date

Item

First Issue

26/03/14

Issued for Information

mm

125

mm

11-04

11-01

er

raft

27-54 l

11-02

stee

27-01 tion

la insu

11-08

PLANNING

11-03 Line of existing top of cornice +73.80

27-31 11-10

FOR INFORMATION

27-63

F07

Project

27-62

321 Station Road Address

Project Harrow, London, HA1 2AA Line of existing bricks +73.80

321 Station Road

Client

Jenga Group Drawing Title

First Floor Apt New Window Head Detail

Address

Job No

Drawing No

506

AA2-S(31)49a

Scale @ A3

1:5

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

27-65

3

AA2-(31) Openings - Windows & Doors

ESL+70.90

31-03

100

Key: 1:50

WINDOW NOTE: Final structure, lintels, cavity closers and membranes tbc after further investigation and before Cavity to be fullÞlled with non-ßamable insulation . Brick coursing shown indicatively only. All heights to be adjusted to closest matching brick course. All stonework to be installed to structural engineer's speciÞcations. Adjust FFL if existing screed is removed.

W03

FCL +70.50

1:5

AA2-(31) Openings - Windows & Doors

FFL +70.99

49-03

REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

812

31-48

Extend of exisitng RC Beam t.b.c Exisitng lintel condition not fully surveyed - t.b.c Exisitng screed to be removed if required. Align stone head to closest brick course and install window to produce a min. 20mm overlap

Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

All products to be installed in accordance with the manufacturer's recommendations and standard 180 details. All structural elements to be conÞrmed by Structural Engineer. Detail SpeciÞc Notes Final services Strategy not available at point of issue. 4_Roof Detail 02 506_AA2-S(27)11

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

31-20

F07

80

506_AA2(31)49 49-01. 49-02. 49-03. 49-04.

Date

Item

26/03/14

Issued for Information

FOR the INFORMATION Following completion of the refurbishment part the client asked us to improve the efficiency of the New Build block by adding a new top floor and a total of 4 extra units.

246

Detail SpeciÞc Notes

102.5

Revision First Issue

Project

Station Road I was 321 responsible for the submission of a full Planning Application for Harrow, London, HA1the 2AA addition of an extra floor and a total of 4 more units in a very short period of time - 6 Jenga Group weeks. Permission was granted in July 2014 and the project currently First is Floor Apt New Windowon Head site. Detail

Station Road 27-52

1_Front Building - Refurbishment Section

Date

45

+76.67

Key:

Insulation 31-20. Injected Platinum Ecobead insulation by Springvale A Issued for comment 31-21. Kingspan Kooltherm K12 all joints taped and sealed. 27-06 31-02 08/03/12 31-22. Kingspan Kooltherm K18. AA2-(27) Roofs B 15/03/12 Issued for comment 31-23. Kingspan Kooltherm K8 27-03 Membranes 31-24. Rockwool Cavity Barrier. 27-01. Singleply rooÞng system SarnaÞl G410-15EL Light Grey. C 20/03/12 Issued for comment 27-02. Singleply rooÞng system SarnaÞl G410-12ELF Lead Grey. 27-20 31-25. Compriband by Ilbruck. +70.64 Existing 27-03. DPC Visqueen High Bond torch-on. 31-26. Non-expanding Foam Þller by Ilbruck. 27-04. EPDM Factory Þtted to achieve required airtghtness. D brick openning 21/03/12 Issued for sign offAPR layer 31-27. 1200 acoustic 27-05. Air andIsover vapour control (AVCL): Sarnavapinsulation. 5000E SA Foil Faced +70.64 self-adhesive bituminous felt. 08-05 31-28. Rockwool cavity Þll board. 27-06. for Waterproof Breather membrane. E 29/03/12 Issued Structure 27-07. Protection Layer S-Felt T 300gms/mÇ ßeece. Structure 27-08. Protection Sheet G445-13 PVC protection sheet 31-30. Structure SE speciÞcations. F 03/04/12 Issued sign off to 27-09. for Drainage Membrane 25mm thick SarnaÞl AquaDrainplus one component 31-57 protection/drainage/. 31-31. Estimated 60mm existing screed to be removed. ToS +76.63 G 04/04/12 Updated 27-10. SarnaVert Extensive Green Roof System – Sika Sedum Prime 31-32. Refurbishment Stainless steel Þxing lug to SE speciÞcations. 27-11. Sealant and backstrip. Insulation 31-33. Existing lintel position tbc by opening up works. H 27/04/12 Issued for Planning Revision Date Item R09 27-20. Kingspan Kooltherm K7 Insulation. First Issue 15/01/14 Issued for Information 31-34. SW preservative treated timber packers. 27-21. Kingspan Kooltherm K12 Insulation. A 07/02/14 Drawing updated & notes added I 22/05/12 LPA27-22. comments incorporated B 17/04/14 Structure added. Drawing updated Kingspan Kooltherm Lintel K8 Insulation. 31-35. Insulated with built-in DPC to S. Eng speciÞcations 27-23. Kingspan Thermataper TT47 LPC/FM 31-36. Existing structure. 27-20 27-24.bar Kingspan Thermaroof TR27 LPC J 24/05/12 Scale shown 27-25. Compriband by Ilbruck. Finishes 27-26. Non-expanding Foam Þller by Ilbruck. K 26/06/12 Rear elevation amended 31-40. 4mm Natural Slate Fesco Blue Grey 400x200mm. +70.53 27-27. Kingspan K15 Insulation 0 5 31-06 08-04 27-28. Kingspan K5 Insulation 31-41. Existing brick façade to be cleaned and repointed. m Structure bea 31-42. Internal Brick leaf. teel S 27-30. Structure to SE speciÞcations. 08-06 er 150 raft 27-31. 18mmInsulated WBP Plywoodpolymer and primer. render system. 32-43. 200 31-25 27-32. 9mm OSB Board. 31-44. Acoustic ceiling to achieve speciÞed CODE 4 sound attenuation. Finishes 31-45. Painted 27-40. 4mm Birkdale Fibresoftwood Cement Slate.internal window sill. 27-26 27-41. 50mm Marshal Stone paving slabs on pedestals. 31-46. Existing stone window sill. 27-42. Harmer Modulock Raised Deck Pedestals. 31-26 31-47. Existing window surround. 27-43. Sedum Green roof stone by SarnaÞl. FOR INFORMATION 27-44. Existing brick façade to be cleaned and repointed. 31-48. Painted softwood skirting board. 27-45. New brickwork match to existing brick coursing lines. 31-49. Mortar 27-46. Reclaimed Brick joint. from demolition on site. 27-47. Precast stone by Albury Lodge. 31-50. Coping stone. 27-48. Thermowood timber slatting. 1549 to grid 16 31-51. 12.5mm Plasterboard. 27-49. Insulated polymer render system. 27-50. Reconstituted Stone Coping. 31-53. Formed aluminium parapet ßashing secret Þxed to installers detail. 27-51. 12.5mm Plasterboard. Project 27-52. 15mmRigid Gyproc Powder Þreline board. 31-54. Coated Aluminium ßashing. 321 Station Road 27-53. Proprietary weathertight coping system to cater for alll likely thermal movement, c omplete 31-55. 4mm Composite Aluminum rainscreen panel Reynobond cladding. Colour tbc. with all brackets, junction pieces, etc all to manufacturers design. Address 31-56. 50mmCoated Marshal Stone paving slabs on pedestals. 27-54. Rigid Powder Aluminium ßashing. Harrow, London, HA1 2AA 27-61 27-55. 4mm Composite Aluminum Rainscreen Reynobond cladding & Þxings. Colour tbc 31-57. Reclaimed stone surround. Other Client 31-58. concrete surround. 27-60. PlanterReinforced manufacturer type to be conÞrmed. Jenga Group 27-30 27-61. Velux P10- GGU0073 940x1600mm Centre Pivot Rooßight. Other 27-62. Weep-holes @ 900 ctrs. Drawing Title 31-60. ‘Cavi90’ 27-63. DPC Cavity tray. Type H Cavicloser cavity closer. Mansard Roof_ Front parapet 27-64. Glidevale ventilation unit. 31-61. ArtiÞcial slate to support DPC. 27-65. Vaspa windows - acoustic trickle vents included in frame. Job No Drawing No Revision out g 27-66. EternitTop piece of supporting DPC.ßoor Cladding. Stone reveal 31-62. Ground 506 AA2-S(27)08 ttin B e s g 31-63. New Beak Weep-holes @ 900 ctrs. Fixin Scale @ A3 Drawn Checked GENERAL 31-64.NOTES Void for services to ME design requirements and architects approval. 1:5 FR FA 83 31-65. Vaspa windows - acoustic trickle vents included in frame. 53 door. All31-66. products to Vaspa be installed in accordance with the manufacturer's recommendations and standard details. 31-67. Harmer Modulock Raised Deck Pedestals. All structural elements to be conÞrmed by Structural Engineer.

Revision

Existing 3rd1:60

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED. THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

65

DEMOLITION LINE

1646 to grid 16

27-30

Revision

--

Harrow, London HA1 2AA

Drawn

FR

Checked

FA

Client Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

Blue Ginger Ltd. Drawing Title

27-31

Address

Client

Drawing Title

Job No

506 Scale @ A3

1:5

Drawing No

AA2-S(31)49a Drawn

FR

Tug House 200mm Timber rafter61 zone. Charlotte Road Steel crank beam to SE to beEC2A Þreboard London 3QT United Kingdom resistance.

Revision

-Checked

FA General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS. DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE. ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

T 0207 033 6787 F 0207 033 6787 encased and insulated to achieve E studio@autorarchitecture.com W autorarchitecture.com

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

1h Þre

Sarnafil single polymer gutter formed at 1:60 fall with 18mm marine grade ply. Sarnafil to be dressed to 260mm vertically above lowest point of gutter and counter flashed with cavity closer and slate by min 150mm Sarnafil membrane to be fixed to plywood with timber batten. Stale tile is not fixed to this batten. Breathable membrane dressed over batten. Gap between timber rafter and K18 plasterboard to be filled with insulation. Velux undercolar BFX. Breather membrane tucked behind battens to Velux Insulation Frame BDX New additional brickwork coursing + soldier course to form parapet level Mineral wool insulation to fill gap between K18 and rafter . Provide weathertight junction between sill and window. Wall ties to be fixed to Steel according to S. Eng. details Plasterboards need to be supported at their perimeter; Þxed and Þnished using Thistle Þnishing plasters or Gyproc jointing products

Key:

AA2-(27) Roofs Membranes 27-01. Singleply rooÞng system SarnaÞl G410-15EL Light Grey. 27-02. Singleply rooÞng system SarnaÞl G410-12ELF Lead Grey. 27-03. DPC Visqueen High Bond torch-on. 27-04. EPDM Factory Þtted to achieve required airtghtness. 27-05. Air and vapour control layer (AVCL): Sarnavap 5000E SA Foil Faced self-adhesive bituminous felt. 27-06. Waterproof Breather membrane. 27-07. Protection Layer S-Felt T 300gms/mÇ ßeece. 27-08. Protection Sheet G445-13 PVC protection sheet 27-09. Drainage Membrane 25mm thick SarnaÞl AquaDrainplus one component protection/drainage/. 27-10. SarnaVert Extensive Green Roof System – Sika Sedum Prime 27-11. Sealant and backstrip. Insulation 27-20. Kingspan Kooltherm K7 Insulation. 27-21. Kingspan Kooltherm K12 Insulation. 27-22. Kingspan Kooltherm K8 Insulation. 27-23. Kingspan Thermataper TT47 LPC/FM 27-24. Kingspan Thermaroof TR27 LPC 27-25. Compriband by Ilbruck. 27-26. Non-expanding Foam Þller by Ilbruck. 27-27. Kingspan K15 Insulation 27-28. Kingspan K5 Insulation Structure 27-30. Structure to SE speciÞcations. 27-31. 18mm WBP Plywood and primer. 27-32. 9mm OSB Board. Finishes 27-40. 4mm Birkdale Fibre Cement Slate. 27-41. 50mm Marshal Stone paving slabs on pedestals. 27-42. Harmer Modulock Raised Deck Pedestals. 27-43. Sedum Green roof by SarnaÞl. 27-44. Existing brick façade to be cleaned and repointed. 27-45. New brickwork match to existing brick coursing lines. 27-46. Reclaimed Brick from demolition on site. 27-47. Precast stone by Albury Lodge. 27-48. Thermowood timber slatting. 27-49. Insulated polymer render system. 27-50. Reconstituted Stone Coping. 27-51. 12.5mm Plasterboard. 27-52. 15mm Gyproc Þreline board. 27-53. Proprietary weathertight coping system to cater for alll likely thermal movement, c omplete with all brackets, junction pieces, etc all to manufacturers design. 27-54. Rigid Powder Coated Aluminium ßashing. 27-55. 4mm Composite Aluminum Rainscreen Reynobond cladding & Þxings. Colour tbc Other 27-60. Planter manufacturer type to be conÞrmed. 27-61. Velux P10- GGU0073 940x1600mm Centre Pivot Rooßight. 27-62. Weep-holes @ 900 ctrs. 27-63. DPC Cavity tray. 27-64. Glidevale ventilation unit. 27-65. Vaspa windows - acoustic trickle vents included in frame. 27-66. Eternit piece supporting DPC. GENERAL NOTES

W03

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

All products to be installed in accordance with the manufacturer's recommendations and standard details. All structural elements to be conÞrmed by Structural Engineer. Final services Strategy not available at point of issue.

Rev. 1st A B

Date 15/01/14 07/02/14 17/04/14

Item Issued for Information Drawing updated & notes added Steel added. Notes amended.

FOR INFORMATION

Project

321 Station Road Address

Harrow, London, HA1 2AA Client

Brent Park Harrow Ltd Drawing Title

Mansard Roof _Dormer Front Gutter Job No

506

Drawing No

AA2_S(27)11

Revision

B

Scale @ A3

Drawn

Checked

1:5

FR

FA

Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com


DRAFTDRAFT 2_52 Residential Units in Ealing, W5 5AH

AUTOR General Note:

General Note:

General Note:

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENS

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. S SUBCONTRACTORS ARE TO DEVELOP AND CO-OR CONTRACT ADMINISTRATORS COMMENTS.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE W RECOMMENDATIONS.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR TH BUILDING SURVEY UPON WHICH THESE DRAWING

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

THIS DRAWING IS PROTECTED BY COPYRIGHT AND REPRODUCED WITHOUT THE WRITTEN CONSENT O

Key:

Key:

Key:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

FF

3.3Design URBAnstRAtegy Design stRAtegy 3.3 URBAn FF

FF

FF

FF

FF

FF

FF

DRAWING TO BE READ IN CONJUNCTION WITH ALL ENGINEERS DRAWINGS AND SERVICE ENGINEERS

DRAFT DRAFT

1500 x 1500 Turning Circle

1500 x 1500 Turning Circle

FF

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

FF

URBAnstRAtegy Design stRAtegy URBAn Design FF

FF

CYL

1500 x 1500 Turning Circle

1500 x 1500 Turning Circle

CYL

FF

1500 x 1500 Turning Circle

Existing Building

FF

Existing Building

on the thatscheme basis, scheme proposes theinterfollowing Thethe owner of 35-57 New Broad,intera locally listed building on that basis, proposes the following ventions: ventions: in Ealing Centre, approached us to study the developRevision 1st Issue

FF

1500 x 1500 Turning Circle

Green Deck

1500 x 1500 Turning Circle

27m

CYL FF

FF

1500 x 1500 Turning Circle

1500 x 1500 Turning Circle

1500 x 1500 Turning Circle

FF

Green Deck

CYL

FF

1500 x 1500 Turning Circle

Green Deck

Residential Residential Block Block

1500 x 1500 Turning Circle

CYL

CYL

FF

Project

Project

Project

33-57 New Broadway

33-57 New Broadway

Address

Address

Ealing, W5 5AH

Ealing, W5 5AH

Ealing, W5 5AH

Client

Client

Client

Planning Application for 52 Units in April 2015.

1500 x 1500 Turning Circle

1500 x 1500 Turning Circle

Existing Building

i l om r k Ws o rS ki st e S i t e F i l m F W 2_2nd Floor Plan 02 Second & Third Floor Plan 02 Second & Third Floor Plan

Drawing Title

Drawing No

Revision

Job No

Drawing No

Revision

Job No

Drawing No

Scale @A1

Drawn

Checked

Scale @A1

Drawn

Checked

Scale @A1

Drawn

1:100

FR

FA

1:100

FR

FA

1:100

FR

the design logic and development in the Design and DRAFT The existingaccess vehicular access theofrear The existing vehicular to the rear to part the part site of the site Access Statement. through a public alley that connects with Bond Street. 3.2 URBAn Design AnALysis - mAcRO ii

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

23m

s t re e t B o n d

27m

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

02Scheme Site Layout Scheme 02 Site Layout

LEGEND

Escape routeEscape route

- Studio

Railway

S i t e

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

The

T den 0207 F 0207 the E stud W auto

The Bro leve Wor

LEGEND - Studio Dickens yard

- 1 bedroom, 2 people- 1 bedroom, 2 people

02. A redevelopment of the rear area to obtain a six storey residential block at the center with sideways views. The interior structure of the central section of the existing building will be part of the new development but the front facade will be kept unaltered.

Access

- 2 bedrooms, 3 people - 2 bedrooms, 3 people

Access

New Broadway

- 2 bedrooms, 4 people - 2 bedrooms, 4 people

03. The construction of two communal green decks at first floor level, over the back part of the retail units, that will serve as amenity space.

- 3 bedrooms, 5 people - 3 bedrooms, 5 people Film Works

LEG

An exclusive West - East view and a south orientation of the green deck areas, both which allow for adequate solar gain levels. W o r k s

04 Fifth Floor Plan

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

Three key constraints have been indentified:

F i l m

UR

through a public alley that connects with Bond Street. 03 Fourth Floor Plan 04 Fifth Floor Plan

03 Fourth Floor Plan

01. The conservation of the existing building that sits along New Broadway.

Residential Block

Drawing Title

Job No

on that basis, the scheme proposes the following interventions:

Green Deck

Green Deck

Wallhill Ltd

preparing the full set of 2nd Floor Plan responsible 2nd Floor Plan a south 4th Floor Plan AnWest exclusive Eastafor view and of drawings and An exclusive - EastWest view- and south orientation orientation of assisted in the constrains analysis of the site and the the green deck areas, both which allow for adequate solar the green deck515areas, both which allow 515 for adequate solar --AL(01)102 AL(01)102 515 AL(01)104 gain levels. gain levels.production of urban design diagrams that explained

The proposed strategy consists of a continuation of the axis defined at an architectural scale by the existing building’s symmetry and at an urban scale by the Dickens yards high towers and their directionality that extends through the Dickens Walk passage onto to the axis of the Walpole Park.

B r o a d w a y

Item Issued

Address

URBAn Design stRAtegy

N e w

Date 25/03/15

33-57 New Broadway

The requirement to provide escape route for the future The requirement to provide an escape an route for the future adjoining Works Buildings. adjoining Film Works Film Buildings.

DRAFT

3.3 URBAn Design stRAtegy

Revision 1st Issue

Following the client’s approval of the low rise option

Drawing Title

01 First Floor Plan

Item Issued for Planning

Three key constraints have been indentified: Three key constraints indentified: Wallhill Ltd Wallhill Ltd Ihave wasbeen a main member in the design building and

CYL

1_1st Floor Plan 01 First Floor Plan

Date 13/04/15

03. The construction of two green communal decks at first 03. The construction of two communal decksgreen at first and a ofconsequent floor the level, over the back part of thePre-Application retail units, that will Advise meeting with floor level, over back part the retail units, that will serve as amenity Ealingspace. Council we were commissioned to submit a full serve as amenity space.

CYL

CYL

FF

Revision 1st Issue

02. A redevelopment of the area a six storey 02. A redevelopment of theprovided rear area torear obtain a to sixobtain storey We a number of Feasibility Studies with 3 difresidential atwith the center with sideways residential block at theblock center sideways views. Theviews. The ferentofoptions including a 14 storeys tower due to the interior the central section of the existing interior structure ofstructure the central section of the existing be new part ofdevelopment the new development but theTown front Centre. risedevelopment Ealing building willbuilding be part will ofhigh the but theinfront PLANNING PRELIMINA facade be kept unaltered.PLANNING facade will be keptwill unaltered.

B o n d

1500 x 1500 Turning Circle

FF

CYL

Item Issued for Planning

ment potential of that the derelict rear of the building on 01. The conservation of the existing building 01. The conservation of the existing building sits that sits along New35-57 Broadway. New Broadway. along New Broadway.

B o n d

CYL

CYL

FF

Green Deck

Date 13/04/15

s t re e t

1500 x 1500 Turning Circle

s t re e t

1500 x 1500 Turning Circle

23m

FF

Thestrategy proposed strategy of a continuation of the The proposed consists of consists a continuation of the defined at an architectural by the existing axis definedaxis at an architectural scale by thescale existing building’sand symmetry and at an urban by the Dickens building’s symmetry at an urban scale by thescale Dickens yards high towers and their directionality that yards high towers and their directionality that extends extends Dickens Walk passage to the the axis of the through thethrough Dickensthe Walk onto to the onto axis of Thepassage New Broadway Walpole Park. Walpole Park.

NB e r wo a Bd r w o a a y d w a y

N e w

23m

CYL

1500 x 1500 Turning Circle

FF

CYL

Bond Street

CYL

27m

FF

CYL

- Pr

- Lo

- Hi

The existing vehicular access to the rear part of the site through a public alley that connects with Bond Street.

515: Design & Access Statement 515: Design & Access Statement

© www.AutorArchitecture.com

The requirement to provide an escape route for the future adjoining Film Works Buildings.

Walpole Park

33-57 New Broadway - Ealing, 33-57 New W5 5AH Broadway - Ealing, W

© www.AutorArchitecture.com

- Lis

- Pu

02 Site Layout Scheme Escape route 01 Urban Scale Strategy 01 Urban Scale Strategy

515: Design & Access Statement 515: Design & Access Statement

01 Urban Scale Strategy 515: Design & Access Statement

03 Constraints diagram: Sunpath

03 diagram: Constraints diagram: Sunpath 03 Constraints Sunpath Access

© www.AutorArchitecture.com © www.AutorArchitecture.com

04 Constraints diagram: Access and Escape Routes © www.AutorArchitecture.com

04 diagram: Constraints diagram: Access Routes and Escape Routes 04 Constraints Access and Escape

33-57 New Broadway - Ealing, W5 5AH

515: Design & Access Statement

33-57 New Broadway Ealing, W5 5AH 33-57 New Broadway - Ealing, W5 -5AH

© www.AutorArchitecture.com

33


2_52 Residential Units in Ealing, W5 5AH

AUTOR

DRAFT

4.1 mAssing stUDies

mAs General Note:

General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE. ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS. ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

General Note:

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE. ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

Key:

BOx in BOx

Key:

Key:

Key:

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

tHe vieWing BOx

fLying tOP Date 13/04/15

Item Issued for Planning

Revision 1st Issue

PLANNING

Date 13/04/15

Revision 1st Issue

Item Issued for Planning

33-57 New Broadway

Ealing, W5 5AH

2nd Floor Plan Revision

515

AL(01)102

--

Scale @A1

Drawn

Checked

1:100

FR

FA

4.2.2 fAcADe Design - HeRitAge Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

03 Fourth Floor Plan

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

Job No

Drawing No

Revision

515

AL(01)102

--

Scale @A1

Drawn

Checked

1:100

FR

FA

04 Fifth Floor Plan Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

LEGEND - Studio - 1 bedroom, 2 people - 2 bedrooms, 3 people - 2 bedrooms, 4 people - 3 bedrooms, 5 people

Drawing No

Revision

515

AL(01)104

--

Scale @A1

Drawn

Checked

1:100

FR

FA

DRAFT 2_2nd Floor Plan

04 Fifth Floor Plan

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

LEGEND

5th Floor Plan

Drawing Title

Job No

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

4th Floor Plan Job No

Drawing No

Revision

515

AL(01)104

--

Scale @A1

Drawn

Checked

1:100

FR

FA

DRAFT

tOP vOLUme Design

Client

Drawing Title

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

T 0207 033 6787 F 0207 033vOLUme 6787 tOP Design E studio@autorarchitecture.com W autorarchitecture.com

Drawing Title

Job No

Drawing No

Revision

515

AL(01)105

--

Scale @A1

Drawn

Checked

1:100

FR

FA

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

The design of the top makes a reference to the verticality and polyhedric volumetry of the spires and openings of the Christ the Saviour Church and the Ealing Town Hall.

The design of the top makes a reference to the verticality and polyhedric volumetry of the spires and openings of the Christ the Saviour Church and the Ealing Town Hall.

The overall tilt given to the volume also intends to establish a visual relation with the mansards at the top floor of the existing building, which are a typical feature of the local architecture.

The overall tilt given to the volume also intends to establish a visual relation with the mansards at the top floor of the existing building, which are a typical feature of the local architecture.

5th Floor Plan Job No

Drawing No

515

AL(01)105

--

Scale @A1

Drawn

Checked

1:100

FR

FA

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

Revision

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

DRAFT

10.2 fROm neW BROADWAy

- Studio - 1 bedroom, 2 people - 2 bedrooms, 3 people - 2 bedrooms, 4 people - 3 bedrooms, 5 people

01 Scematic Perspective

33-57 New Broadway - Ealing, W5 5AH 33-57 New Broadway - Ealing, W5 5AH

© www.AutorArchitecture.com

02 Plan View

4th Floor Plan

2nd Floor Plan

Drawing No

33-5

© www.AutorArchitecture.com

Address

Wallhill Ltd

Wallhill Ltd

Item Issued for Information

Project

Client

Client

Date 25/03/15

I was involved in this project from the very first moment the client contacted our office and was involved in the 33-57 New Broadway preparation of the first Feasibility Study as well as all the drawing documentation and the Design and Access Ealing, W5 5AH Statement for the Application submission Wallhill Ltd

Ealing, W5 5AH

Ealing, W5 5AH

Drawing Title

Drawing Title

Job No

515: Design & Access Statement

BAse + cROWn Revision 1st Issue

The site is occupied by two types of structure: A long, five storey building that stretches along its New Broadway boundary, and the constructions at its rear, ranging between one and three stories. The former is comprised of residential flats with retail units at street level. The latter is formed by the rear extensions of the retail units and some PRELIMINARY structures used as storage facilities.

Address

Address

Wallhill Ltd

Wallhill Ltd

Drawing Title

Item Issued for Information

33-57 New Broadway

33-57 New Broadway

Client

Client

Date 25/03/15

PRELIMINARY

Project

Ealing, W5 5AH

Ealing, W5 5AH

Wallhill Ltd

© www.AutorArchitecture.com

Revision 1st Issue

Item Issued for Information

Project

Address

Address

Client

01 Scematic Perspective

Date 25/03/15

PRELIMINARY

33-57 New Broadway

Project

Address

4.2.2 fAcADe Design - HeRitAge

Revision 1st Issue

Project

33-57 New Broadway

1_1st 03 Floor PlanFloor Plan Fourth 02 Second & Third Floor Plan

Item Issued for Information

PRELIMINARY

PLANNING

Project

d Floor Plan

Date 25/03/15

tHe sADDLe

Key:

BAse + tOP

Revision 1st Issue

The B solutio

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

Key:

Sever relatio buildi

General Note:

02 Plan View

03 Section

03 Section 515: Design & Access Statement

© www.AutorArchitecture.com

33-57 New Broadway - Ealing, W5 5AH


01 REAR ELEVATION

3_9 Mews Houses in Ealing, W5 5AH Completed May 2015

AUTOR

1: 50

5

4

3

2

1

11

1_North Elevation 01

10

9

Revision A

General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

68

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

58

11

48

10

46

9

Date 11/01/14 05/02/14

For Construction

Item First Issue Rear window amended

13

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS. ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

8

138 6

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

7

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

44

55

112

674.5

Project

Drawing Title

Heath Lodge Mews

Overall Rear Elevation

Address

Job No

Drawing No

Revision

Ealing, London, W7 3HA

504F AA(0)

3101

A

Client

Scale @ A1

Drawn

Checked

1:20

FF

FA

Leo Developments Ltd

RCH

Canted brickwork wall panel below

11

19

2 York House 1 3

5

13

D

80mm Kingspan Kooltherm K12 or equal & approved, all joints taped and sealed. 100

14

15

3101

02

Steel bracket to structural engineers specification fixed through window frame to CLT behind

17

16

This project was shortlisted for the 2012 London Architecture Awards in a challenging back-land site in Ealing.

Compriband sealant strip for 10mm joint- colour to match mortar joints.

H

F

H

Cavity closer by Cavity Tray Ltd, fixed to CLT with proprietary fixings.

Existing 2.1m high brick wall

E

E

70mm Kingspan Kooltherm K12 or equal & approved, all joints taped and sealed.

11

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL C ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS. DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

Date 11/01/14 05/02/14

For Construction

Item First Issue Rear window amended

C B

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS. ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS SECTION AA RECOMMENDATIONS. AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

A

A

1

2

3

4

5

6

7

8

10

9

11

Drawing Title

Heath Lodge Mews

Overall Rear Elevation

Address

Job No

Drawing No

Revision

Ealing, London, W7 3HA

504F AA(0)

3101

A

Client

Scale @ A1

Drawn

Checked

Leo Developments Ltd

1:20

FF

FA

12

13

15

14

04

Existing building outline

19.7m

Rooflight/window frames to be factory-fitted with continuous EPDM dpm skirts for site-bonding to façade waterproofing at openings. 120 X 120mm ss angle bracket bolted to CLT to Structural engineers recommendations.

68

25.9m

Neigbouring trees

25 1:2 1:20

1

11

1:5 1:50

21

General Note:

50

40 400

60 600

80 800

1:100

200 2

Amendment Issued for Minor Material Amendments application

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

B

C

D

E

F

Project

PLANNING

G

Address

G1

N

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

London - Ealing W7 3HA

Client

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

Bowsall Ltd

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

Proposed Site Plan

Job No

503-03

Scale @ A1

1:200

Drawing No

50

112

112

50

25

Party wall build up: 2 layers 12.5mm Gyproc Wallboard, 50mm Isover acoustic insulation, 87mm CLT & 50mm Isover acoustic insulation within cavity Notes on Installation: All waterproofing and pipe penetrations through concrete to RIW recommendations. All prefabricated floor, wall and roof cassets and junction details to Pinewoods recommendations. All CLT elements and detail junctions to Pinewoods / Metsawoods recommendations. All windows installed to manufacturers recommendations once approved. All products to manufacturers recommendations. All structural elements including RC walls, upstands and slabs together with all component fixings are to be confirmed by Structural Engineer.

120 1200

2

3

4

Key:

5

140 1400

160 1600

180 200mm 1800 2000mm

1:2 1:20

400 4

500mm 5m

1:5 1:50

300 3 6

7

8

Revision -

9

10m

1:100

Date 11/01/14

For Construction

Item First Issue

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

Revision

1100

Drawn.

25

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

Drawing Title

4_End terrace elevation Heath Lodge - 3 Church Road

A Checked

RH

FA

01

Date 19/10/12

100 1000

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

First Floor 61 Charlotte Road London EC2A 3QT United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

01

ELEVATION NW - 3152

Revision A

507.5

3_1:5 Detail 100 1

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

Note:

20

GRID

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

29 DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

Canted (openable) window supplied and installed flush with brickwork by The rooflight company Ltd. All waterproofing to specialist suppliers details.

744.5

Neigbouring tree

2_Overall Plan

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

29

Existing 2.6 metre high brick wall

Existing 2.6m high brick wall

B

Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

17

16

3103

Existing 2.6m high brick wall

12.5mm plaster board

Project

CHERINGTON ROAD

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

Due to its slim shape the site was nearly fully constrained by the BRE 2m - 45degree angle rule, which recommends a clear view line from the rear garden fence, measured in a two meter height at an angle of 45 degrees. The rear part of the site between the rear gardens of Church Road and Balfour Avenue was mainly constraint by overlooking and general building height as well as the disturbance of neighbouring properties through noise and light at night.

150 x 50mm Rockwool TCB Cavity Barrier. (Party Wall)

SECTION AA

D

Revision A

SECTION BB

D

ELEVATION NE - 3151

Project

Drawing Title

Heath Lodge Mews

Rear Canted Window/Party Wall Detail

Address

Job No

Ealing - London, W7 3HA

504F AA(1)

Client

Scale @ A3

Leo Developments Ltd

1:5

G 112

2915.5

3037.5

Drawing No

-

Drawn

Checked

02

Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

FA

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS. DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

G

1022.5

The developable area was constraint by five existing 10- to 17-meter high trees with large root protection areas (RPA) that penetrate up to 9 meter into the site. This was nearly a quarter of the site in some parts.

Revision

1152 - 08 ML ELEVATION NE - 3151

01

10

9

ELEVATION SE - 3153

8

BB

7

SECTION AL - 2151

6

'Cavi 60-V170’ cavity closer by Cavity Tray Ltd or similar approved

CC

5

F

SECTION AL - 2152

4

G

F

DD

3

G 03

3104

1: 50

Existing 2.1m high brick wall

2

Existing building outline 18.9m

18.7m

1

Existing building outline

General Note:

A

Nvelope NV3 cladding rail system or equal & approved.

38

Factory-fitted 12mm thick ss cover framing plate above bracket zone- colour coated anodised to match window frames

02 REAR ELEVATION

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

Kingspan ‘Nilvent 17’ breathable membrane or equal & approved.

20 10 8

ROA

Existing building outline

4

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

87mm CLT structural timber panel prefabricated and installed by Pinewood.

CHU

12

Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

Canted 147mm wide Reider Oko Skin fibre cement slat wall panels with insect mesh to brick edge.

36

General Note:

6

1: 50

74

78

7

02 REAR ELEVATION

REAR ELEVATION

1: 50

674.5

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS. ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

To the rear of the corner protected clear view lines of neighbouring windows reduces part of the site developable area. These cut across the site in a 45-degree angle.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED. THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

F

F

WT 04

1153

1346

1148

1364

114

1426.5

39

875

3227

WALL PERFORMANCES: WT03- External Wall to acheive 'U'value of 0.19W/m2K WT04- External Wall to acheive 'U'value of 0.20W/m2K WT05- External Wall to acheive 'U'value of 0.19W/m2K WT06- External Wall to acheive 'U'value of 0.22W/m2K WT07- External Wall to acheive 'U'value of 0.31W/m2K WT08- Party Wall to acheive 3db sound attenuation above building regulation requirements . Party wall to provide 60min fire rating.

39

1101

487.5

523

NOTES : All Dwellings to be constructed to provide air tightness of 4m3/ (h.m2) at 50pa. Certificate to be provided through non-destructive pressure testing prior to occupation. All Accessible switches and socket outlets to be in accordance with 8.3 Approved Document M2004 edition.

2941 varies

2748 varies

WT 05

TOR -25.450

BEDROOM 02

112 75

2753

900

190

3299

FD30

50

CORRIDOR 1413

40

C

114

FD30 Flue

2763

900

200

114

943

4050 123

BEDROOM 01

150

EN-SUITE

WT 07

WT 06

SECTION AL - 2141

114

1624

1148

215

737.5

5_Typical House Floor Plan

01

65 75 75

1727 380

1843

Client

Leo Developments Ltd 1050

SECTION 01 - 2151

Vent

215

38

383.13

Drawing Title

38

Unit Ground Floor Plan

112.5

Vent

102.5

380

1933

RWP

225 327.5

ELEVATION SW - 3150

Ealing, London, W7 3HA

177.5

170 00

102.5

Address

A 15

327.5

850

232

A

1715

Heath Lodge Mews

Dimension set out of brick piers indicated for first coursing at slab level

ELEVATION SW - 3150

01

112.5 215.5 328

ELEVATION SE - 3153

573

Project

EE

1848 1677

1153

225

B ENTRANCE

435

FD30

WT 03

774

Dimension set out of brick piers indicated for first coursing at slab level

For Construction

01

SECTION AL-2141

The project will be completed in July 2015.

Stair to provide min. 900mm clear width with 9 risers per flight at 167mm with 250mm going with handrails on both sides at 900mm height.

1340

B EE

AA

314

Water

K. Vent

Item First Issue Rear window size amended Rear window size amended Handrail added. Note updated

40

C

SECTION AL - 2140

1043

UP 250

200 SVP

943

2000

SECTION AL-2140

1043

AA

Date 11 01 14 02 02 14 05 03 14 13 11 14

123

BATHROOM

B. Vent

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

340

Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

Soil

FA

RWP

Checked

FF

1043

-

Drawn

1:20

114

Revision

3153

Scale @ A1

Leo Developments Ltd

30 min. fire rating for door and frame.

Revision A B C

D

255 15

Drawing No

504F AA(0)

Client

1300

SVP

Job No

Ealing, London, W7 3HA

114

1749

1093

Address

700

173

D

173

Unit Flank South Elevation

900

Heath Lodge Mews

854

For Construction

83 1

First Issue

FD30

90 6

11/01/14

Drawing Title

902.5

-

Project

SECTION 01 - 2152

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

Item

CC

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

Date

800

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS. ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

Revision

250

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

1:5 1:50

2196

1:2 1:20

500mm 5m

114

1:10

180 200mm 1800 2000mm

2843

900 1000mm

160 1600

FD30

75 112

597.8

800

140 1400

SECTION 01 - 2153

700

120 1200

DD

600

100 1000

907.8

500

80 800

597.8

400

60 600

ELEVATION NW - 3152

300

40 400

General Note:

01

200

100 200 1:5 300 400 1 2 1:50 3 4 DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

Ceiling mounted Smoke and Heat Detector

900

114

SD/HD 1:10 1:2 1:20

SD/HD

E

114 500

114

979.5

1: 20

450

5_Project on site Sep. 2014

2449

A hybrid system using CLT (cross-lamintaed-timber) and concrete for the basement was chosen to reduce the construction time and because of the complex geometry of the houses. I assisted the team in the preparation of a detail package that included this unusual but highly efficient construction method in February 2014 and the design of the window pods and solar panel roof structure.

KEY:

WT 08

210

FD30

E

01 SE FLANK WALL ELEVATION

WT 03

3891 varies

BEDROOM 03 W-08 AC 3100

BB

78a

8

Job No

Drawing No

Revision

504F AA(0)

1152

C

Scale @ A1

Drawn

Checked

1:100

FA

FA

Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com


General Note:

General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

AA

AA

SECTION

SECTION

4_House in Islington, N19 5PX Winner of the 2015 New London Architecture Awards

AUTOR

Key:

GEA: 51.4 sq m GIA: 41.0 sq m

3200

3200

01

01

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

This scheme was awarded with the 2015 NLA Awards for its intelligence resolving a very complex site and the capacity to adjust to the numerous constrains and provide a suitable in the context 2 Bedroom family house. Key:

GEA: 57.3 sq m GIA: 47.1 sq m

General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS. DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

Following the Council’s refusal of the scheme I assisted on the modifications of the project and took part in the Appeal currently being decided. I also prepared the documentation for the competition submission.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS. ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED. THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

Key:

Revision A

BB

No 109

SECTION

BB

Entrance

No 109 Bedroom 9.0sqm

Kitchen 11.5sqm

ST 1.5 sqm

Private Entrance

SECTION

Glass Louvers

No 111

Date 25/02/14

Bedroom 14.6sqm

Item Issued for planning

Date 25/02/14

Item Issued for planning

BB

SECTION

BB

Living 28sqm

Communal Entrance

Revision A

04

WC 3.5sqm

Glass Roof

04 SECTION

Revision A

3201

Bath 5.2sqm

3201

Hall 11.1sqm

Item Issued for planning

Lightwell to No1 Pemberton Terrace

Buffer Planter Bins

Date 25/02/14

1

03

0 32

1

03

0 32

Communal Entrance to No 111

PLANNING

ST

PLANNING

No 111 Bed 0 00

ble Dou 00x2 15

Private Entrance

Garden 27sqm

Project

No 1

Opposite extension

Parapet Level

0 32

02

0 32

02

2500

4180

Client

PLANNING

No 113

Sunny Popat

01 SECTION AA Scale : 1: 100

AA SECTION

London - Islington, N19 5PX Rear of 107 Junction Road

AA

Address

Pemberton Gardens

SECTION

2600

109-111 Junction Road

Client

2_Ground Floor Plan Sunny Popat Drawing Title

Drawing Title

3_Lower Ground Floor Plan

Proposed Lower Ground Floor Plan

Job No

Drawing No

Revision

Job No

Drawing No

Revision

Scale @ A2

Drawn

Checked

Scale @ A2

Drawn

Checked

1:100 Project

Site

London - Islington, N19 5PX

Proposed Ground Floor Plan 511

Lower Ground Floor Level

Rear of 117 - 109 Junction Road

Address

Drawing Title

No 113

Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

1001 RH

A

FA

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

Proposed Section AA Job No

Drawing No

Revision

Scale @ A2

Drawn

Checked

511

1:100

Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

2000 RH

A

FA

511

1:100

1000 RH

A

FA

In the summer of 2014 I took part together with Autor Architecture in the competition for the New Guggenheim Museum in Helsinki, the most participated architectural competition in history. Tug House 61 Charlotte Road London EC2A 3QT United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

After weeks of intense study of the urban grid of Helsinki ‘s city centre we discovered relationships and connections nbtween the building’s orientations and grid alignments that we found of a great interest.

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

Our proposal suggested elevating this geometrical matrix in the form of a viewing tower that becomes the landmarks that the competition brief was aiming for.

5_Guggenheim Helsinki, International Competition

2_Ground Floor Plan

1_CGI

109-111 Junction Road

Client

Sunny Popat

0

0

Ground Floor Level

Project

Address

London - Islington, N19 5PX

Climbers on perforated metal sheets

Existing fence level

No 1

109-111 Junction Road

3_First Floor Plan

4_Function Diagram


5_Granted Planning Applications

AUTOR 6 no. Residential Units in Harrow, HA1 1LE I collaborated in the design of this new build residential scheme in a former derelict Public Convebniences building and prepared the documentation for a full Planning Application granted permission in March 2015. The project consisted of four studios and two 1 Bedroom apartments.

3.1 PrOPOSEd SECTION

3.0 URBAN ANALYSIS

1_Harrow - 3D Sketch

General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

1_Barnet - 3D Sketch

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

1_Bexley - 3D Sketch

URBAN DESIGN

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS. ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

IMPrOVEd INTErNAL LAyOuTS

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED. THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

1:100

The proposed building is designed to brighten up the existing street elevation of Greenhill Way. For this reason the buildings main facade is oriented North providing 100% dial aspect units. To the South the building provides an open stair case design that lets sunlight and ventilation penetrate through high level kitchen windows.

7.3 °

Due to the limited site dimensions we propose a car free scheme and no associated car parking.

03

02

01

01

5

2nd Floor Level

Bank

4

5m

1st Floor Level

28

6

01

- The internal layout of the main rear block is rearranged to provide North facing bedroom windows to prevent the overlooking of the rear gardens of Stanhope Gardens.

9 29

3

9 no. Residential Units in Barnet, NW7 3TE Conversion of a former warehouse and office building into nine self-contained 1 and 2 bedroom units. Permission was granted in June 2014.

Roof Level

- The front blocks’ internal layout is also changed to improve the privacy levels for future residents.

Revision First Issue

Date 16/01/15

Item Issued for comment

A

26/01/15

Issued for Planning

30 5

30 3

Sh

elt er

29

2

28

8

to 30 1

29

7

2

Key:

We have had extensive pre-application discussion with the council’s planning department and while they recognised the limitations of the prior-approval planning, required us 05 04 to make our changes without any increase to the outward facing facades. Given these constraints, we have improved the internal layouts as follows:

2_Barnet - Proposed Section - Outlook

ST

AT

IO N

Ground Floor Level

Proposed Section

30 0

RO AD

30 7

Car Park

26

24

22

18

General Note:

01 Section AA’_Proposed new volumes

30 6

28

30 4

30

31 3

36

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

2_Bexley- Section

2

10

PLANNING

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE. ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS. ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED. THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

64.3m

to

15

21

23

13

1 to 9 1

Bank

General Note:

5. Lead

Belvedere, Kent, 6. Aluminium GutterDA17 5JG

C

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

2

3

4

B 2

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

1

3

5

3

6

A

Client

Narendra Popat

4

Drawing Title

5m

1. Brick 2. Glass 3. Timber 4. Render 5. Aluminium Window (*no frame on corner window) 6. Planter 7. Stone Coping 8. Perforated Metal Panel 9. Fascia Sign/Louvres 10. Shadow Gap 11. Obscured Glass 12. Obscured Glass Balustrade 13. Aluminium Vent panel

5

7

8

11

10

13

Job No

Drawing No

Revision

514-02

AL(02)240

A

Scale @ A3

Drawn

Checked

1:100

FR

FA

2nd Floor Level

12.5 °

Greenhill Way - Harrow HA1 1LE

2

Section BB'

Roof Level

Key:

1

5m

4. Slate Address

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

© www.AutorArchitecture.com

4

3. Aluminium Window

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

1:100

513: Design & Access Statement

3

1. Render

Nuxley Road 2. Stone Cladding

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

11

17

2_Harrow - Urban Analysis

31 4

25

to

Sta

2

Key:

Project

Sub

315

29 27

El

Works

St Ann's Road

1:100

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

12

1st Floor Level

Roof Level

02 Section AA’_Views from the Broadway

5* Revision First Issue

Date 20/11/14

A

28/11/14

Item Issued for Planning

3_Barnet - Alley View

Date 16/01/15

Item Issued for comment

A

26/01/15

Issued for Planning

Ground Floor Level

Issued for Planning

501: Design and Access Statement

2nd Floor Level

Revision First Issue

66B The Broadway - Barnet NW7 3TE

© www.AutorArchitecture.com

General Note:

3_Bexley- Street Elevation

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS. DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

PLANNING

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

1st Floor Level

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

Site under construction

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

PLANNING

THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

General Note:

DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS. DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

Key:

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE CONTRACT ADMINISTRATORS COMMENTS.

Project

(0

Project

Address

5

Client

Address

Belvedere, Kent, DA17 5JG

ENGINEERS DRAWINGS AND SERVICE ENGINEERS DRAWINGS.

Scale @ A3

1:100

Drawing No Revision ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

AL(03)360

p

b/2

21

it 0

A

Un

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED.

Drawn Checked THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

FR

FA

L

01

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

02

03

04

05

06

02

03

Un

04

Existing window retained

p

b/2

11

it 0

Un

4 no. Residential Units in Bexleyheath, DA17 5JG

Job No

Drawing No

Revision

AL(03)320

A

Scale @ A3

Drawn

Checked

1:100

FR

FA

07

p

Revision -A B

0

)30

(03

AL

Date 05/08/14 14/08/14 19/08/14

Existing staircase

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

Item Issued for information Issued for information

B Issued for information

A

AL(02)240 B

Studio 37sqm

Studio 37sqm

Revision First Issue

Date 11/11/14

Item Issued for comment

A

20/11/14

Issued for Planning

B

28/11/14

Issued for Planning

Study

AL(03)360

)3 (03 AL 02 Unit

C

Unit Unit

Unit

06

/2p

Un

07 1b

501: Mill Hill

/2p

Proposed Extension

Address

Barnet, London, NW7 3TE

/2p

04 1b

)301

A AL(02)280

A 0 2)28

Harrow, London, HA1 1LE

AL(0

4_Harrow - 1st Floor Plan

Address

Drawing No

Revision

Scale @ A2

Drawn

Checked

1:100

Client

Narendra Popat

AL(03)380

Job No

501

Address

Nuxley Road

56 Nuxley Road

Ground Floor Plan

AL(03

Issued for Planning

AL(01)100 FR

In addition to this granted Planning Applications I took a main part in the preparation of over 10 Feasibility Studies for over 100 units.

Belvedere, Kent, DA17 5JG

DHM Developments Drawing Title

Greenhill Way 02

Item Issued for comment

26/01/15

Project

Client

Project

Date 16/01/15

A

C Project

05 1b

Revision First Issue

PLANNING

/3p

2b it 08

p 1b/2

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

Unit 01 2b/4p 89 sqm

New entrance into exisitng flat

PLANNING

PLANNING

Extended Existing Flat 2b/3p 74 sqm

A AL0(03)220

1b/2p 50sqm

New Terrace with planter to prevent overlooking of amenity space below

Refurbishment of a vacant dental practice and bank retail at ground floor level into five 1 and 2 bedroom units with the addition of a new mansard roof. The Application was granted in April 2015.

AL(03)320

1

3)30

AL(0

B

New stair to mansard roof extension

A

b/2

31

it 0

01

5m

514-02

02

)3 (03

AL

1100

Key:

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

4

Front Elevation / South East

AL(03)340

L 1100

513-01

L

CONTRACT ADMINISTRATORS COMMENTS.

Job No

3

Narendra Popat Drawing Title

1100

DO NOT SCALE FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED ON SITE.

ALL DETAILS ARE INDICATIVE OF DESIGN INTENT. SPECIALIST DESIGN North Elevation SUBCONTRACTORS ARE TO DEVELOP AND CO-ORDINATE FINAL DETAILS FOR THE

NORTH ELEVATION

Scale : 1: 100

2

Key: Client

50 Nuxley Road Belvedere Baptist Church

General Note:

Pentland Forward Ltd DRAWING TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, STRUCTURAL Drawing Title

01

AUTOR LTD ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE EXISTING BUILDING SURVEY UPON WHICH THESE DRAWINGS ARE BASED. THIS DRAWING IS PROTECTED BY COPYRIGHT AND MUST NOT BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF AUTOR LTD.

80

Harrow, London, HA1 1LE

Rear Access Road

1:100

2)2

9

Site

Nuxley Road

A

Greenhill Way 02 3

Rear Access Road

AL

(0 AL

Ground Floor Level

3_Harrow - Street Elevation

ALL INSTALLATIONS ARE TO BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

0

0 3)3

B

FA

Drawing Title

First Floor Plan Job No

Drawing No

Revision

514-02

AL(01)101

A

Scale @ A3

Drawn

Checked

1:100

FR

FA

Client

Pentland Forward Ltd

4_Barnet - Ground Floor Plan

Drawing Title

First & Second Floor Plan Job No

Drawing No

Revision

513-01

AL(01)101

B

Scale @ A3

Drawn

Checked

1:100

FR

FA

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

4_Bexley - 1st Floor Plan

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com

Unit M Reliance Wharf 2-10 Hertford Road London N1 5EW United Kingdom

T 0207 033 6787 F 0207 033 6787 E studio@autorarchitecture.com W autorarchitecture.com


2_Nicosia Town Hall_B3_Finance Department

IKA Finance department - New Nicosia Town Hall. Walled Nicosia Old town. Completed 2012. 1,000 m² The building for the new finance department of the Nicosia Municipality is located within the old walled town of Nicosia, adjacent to the site of the new town hall construction. It is one of several buildings that will house the functions of the municipality in the area, and it stands as the first example of a new civic building Type for the old town. Housing the required functions for an accounts department, the brief includes the CFO, meeting room, cash desk and various offices. My involvement in this project went from early phases of the concept design, implementation of the design brief, outline of proposals for structural and building services systems to the completion in January of 2012. My main tasks included detail design, General Arrangement drawings, design team coordination, scope drawings, fixed furniture design and 3Ds and a direct involvement in the decision making of the design issues.

1_Ground Floor Plan

2_Front Elevation View


2_Nicosia Town Hall_B3_Finance Department

IKA Finance department - New Nicosia Town Hall. The building is split at ground floor level into 2 parts with an urban passageway passing through and connecting Apostolou Varnava Street to the south and Tempon Street behind. Within this opening a twisting wooden staircase winds up to connect the first floor with a bridge, continuing up onto the roof where a shading ‘pavilion’ canopy provides a space with a view and a mini kitchen spacing for lectures, projections, parties, seminars or BBQ days. This horizontal urban link combined with the vertical public stair generates the symbiotic link between the programmatic brief of the department and the unprogrammed actions of the citizen and civil servant. Both passageway and roof terrace can be used without disturbing the work of the department, or out of office hours, giving a balance between the requirements of privacy and public use.

1_3D Construction Detail

1_Window Plan Detail

2_3D Construction Detail


2_ Nicosia Town Hall_B3_Finance Department

IKA Finance department - New Nicosia Town Hall. Achieving this standard required incorporating solutions into the design from the beginning using simple and integrated processes rather than control technology and moving parts. The building is a ‘Hybrid’ design which allows for machine use for energy needs at peak periods, whilst maximising the period of the year when no or extremely low energy is used. Some of the simple criteria included reducing solar gain in summer, maximising natural lighting for working, minimising energy loss using high thermal insulation of envelope, facilitating thermal mass ‘flywheel’ and with night-time cooling effect, providing very low energy machines for peak use. To address these needs proposals were developed and tested using computer simulated thermal and solar analysis as well as life cycle and seasonal calculations together with the University of Lausanne in Switzerland. A south facade with deep set shaded windows floor to ceiling was calculated to optimise the relationship between natural illumination (turn off the lights) and solar gain (negative in summer and positive in winter) throughout the year. A flatter north façade was developed with vertical shading fins to reduce Eastern summer solar gain on the facade. All rooms have secured ventilation openings to the outside individually (rather than computer) controlled to allow for day and night time ventilation. Internal floors & ceilings have exposed concrete/screed to allow the thermal mass to be used for heat sinks for this flywheel to take effect. Individual ceiling fans are introduced, computer controlled lighting, and the use of the stair encouraged over the lift (the latter being a slower low energy system for occasional use). A ventilation stack chimney connected via the corridor spaces to each office (via an acoustically baffled vent) allows for cross ventilation of the offices this has the advantage of significantly multiplying the effective air transfer and is especially useful during days of more stagnant hot air. The building was assessed for the Swiss Minergie award for which it has been designed.

1_Section AA’


3_Limassol Cruise Terminal, Cyprus (currently on site)

IKA Finance department - New Nicosia Town Hall. Walled Nicosia Old town. Completed 2012. 1,000m²

1_Ground Floor Plan

2_Port Elevation

3_Location Plan

The Limassol Cruise Terminal currently on site comprises over 10,000m² ofa passenger terminal on the East pier of the Limassol Port. It includes immigration, customs, baggage hall, passenger lounges, restaurants, cafes and a skybar. The client is the Cyprus Port Authority and it was assigned after the competition was won by IKA in 2006. It is currently on site under construction and competition it is due in 2015. The competition was won in 2006 and when I joined IKA the Cyprus Port Authority had decided to ahead with the project. Initially my role in this project was to reshuffle some of the function in the brief and do a series of GA proposal to optimise the efficiency of the scheme. I worked on this project on all phases except for concept design but especially on the preparation of detail information for construction, coordination with consultants, technical design and specification writing.


3_Limassol Cruise Terminal, Cyprus (currently on site)

IKA

2_ Construction Detail Section 1:5

1_Detail Section 1:25

3_ Construction Detail Section 1:5


4_Nicosia Town Hall_Stage 2. Nicosia, Cyprus (currently on site)

IKA Stage 2 of the New Nicosia Town Hall. Building 1. 5,000m² Currently on site Administration and Planning Departments, Mayor´s office, city hall, Nicosia Masterplan Department. Civic Square and city landscaping The new Nicosia town hall is located within the Venetian walled city of Nicosia, an area which has seen human settlement since the Bronze age era. It was not a surprise to many therefore when the construction of the original competition winning scheme was halted after only a few weeks of excavations for an underground car park. A 6 year pause followed, as teams of archaeologists dug up almost the entire area in a ‘rescue excavation’. What emerged was a pattern of ruins rather than any single major edifice, and it was agreed after some lengthy debates that these should coexist with the new town hall. Several options were examined, each supporting the buildings on foundations without damage to the antiquities, whilst maintaining the coherent urban stitching exercise as originally conceived by the architects. In the final building solution, the program is broken down into a number of parts, both new build and renovation work, which gather around the simple perimetrical path created around the antiquities. Together with various bridges at the first floor level, these unite the building programme whilst simultaneously letting the city flow through it. The building becomes porous and woven within the city fabric, rather than a displacement object within it. You can walk through the town hall without actually going inside. Along the walk, between the buildings, public spaces are generated which can host events for the municipality as well as those using the building for lectures, music, or any other performance activity.

B1.1

3_ Construction Detail 1:5 2_ West Elevation

2_ 3rd Floor Plan


4_Nicosia Town Hall_Stage 2. Nicosia, Cyprus (currently on site)

IKA Stage 2 of the New Nicosia Town Hall. Building 1. 5,000m² Currently on site

B1.2

The Swiss Minergie standard was used as the energy standard for the new town hall from the beginning. As an example the new ceramic clad offices are all designed as ‘slow envelopes’, using passive night cooling and exposed heavy structures. I worked in this project on similar stages as the ones described for the Finance Department Building. The construction of it started soon before the first building of the Town Hall was finished. This second stage included four different buildings 2_ East Elevation

§_1st Floor Plan

3_ Construction Detail 1:5

The three office building are interconnected by bridges at first and second floor level allowing workers to freely move and interact between the departments in a fast way enjoying the spaces created at these levels for pause and contemplation

4_ South Elevation

B1.3

5_1st Floor Plan

6_ Construction Detail 1:5

- B1.1 which houses the Mayor´s office, secretarial services and administration - B1.2 houses the Planning Department offices and the Nicosia Masterplan offices - B1.3 with more offices for planners and Masterplan related issues _B1.4 is the main Hall where the Municipality meetings take place and different cultural events and lectures are hosted.

7_3D Top View


4_Nicosia Town Hall_Stage 2. Nicosia, Cyprus (currently on site)

IKA

B1.4

2_3D Internal View

By contrast, B1.4 -the main hall- is relatively lightweight, a deceptively simple glass, designed to respond quickly to the occasional use for which it is intended. The main conditioning factor in the design of B1.4 was the fact that the building is surrounded by the archaeological remains found on the site. It was thought then as a light glass box floating over the ground. To protect the inside from the strong sunshine of the summer months a “basket� woven through the steel structure was designed. This wooden basket, apart from reducing the solar gain, allows hot air to rise next to the glass and leave the building through the ventilation flaps at the roof level.

3_3D Section

2_3D Outside View

1_Detail Section 1:25

This building was designed to minimize the energy use. The climatization is done through micro-perforation on the floor finish and A hybrid energy policy allows for high efficiency VRV machines to take over when the passive techniques are inadequate during the middle of summer.


5_House in Nicosia, Cyprus (completed)

IKA Family House in Nicosia, Cyprus

The house is located in a suburban area of the city of Nicosia on a large site of 3200 m2, surrounded on 3 sides by roads and overlooked by large urban villas. The client, a busy professional, wanted a modern house for family life and occasional large parties with an emphasis on privacy.

1_Ground Floor Plan

3_Swimming Pool View

2_First Floor Plan

4_Entrance View Plan

5_Gate View

Rather than build walls around the property to this end, the garden site was dug out and lowered by approx. 90cm from street grade, with a perimetrical planting zone raised to 1.20 m around. This effectively gave 2.10 earthen wall around the site, which when the planting grows up will provide ample privacy, whilst avoiding overbearing enclosure to the neighbours. The house is set out on a pinwheel plan to create 3 main areas- an entry courtyard paved in basalt sets, a children’s playground under the shade of trees, and a garden & pool court interacting with the main living spaces. It is a long and low house which will substantially disappear behind planting as the years progress. Ramps and steps lead down from the entry court both outside and inside the house to the main garden level. Space on the ground floor has been treated as open and fluid with views and reflections through the house linking the spaces together. The palette of materials is intentionally kept limited with both smooth and roughened volcanic black basalt, sand blasted air-faced concrete, and perforated steel sheets being the main components. In contrast to this setting, the furniture, objects and most importantly the occupants themselves are seen as the brighter colours & therefore the focus of the house- the lived space of daily life as opposed to the abstract space of design.


6_Apartment Block in Nicosia, Cyprus

IKA Family House in Nicosia, Cyprus

2_Detail 1:5

1_Ground Floor Plan

3_Detail 1:5

7_Public Park & Underground Parking Competition, Cyprus

2_Section AA’

1_CGI Top View

3_Section BB’


8_”Nido Spitalfields” Student Accommodation, Office space & Aparment Block

TP Bennett LLP Mixed Use Development Contract value: £110,000,000 Private developer: Blackstone Property Management Middlesex Street in London’s City. Completed August 2010 Main contractor: ISG to construct Nido Spitalfields Student Housing Total GEA: 60,000 sqm Student : 42,000 sqm OFFICE: 8,000 sqm RETAIL + GYM: 2250 sqm PRIVATE RESI: 1150 sqm Regeneration & Renewal, October 2007 60,000sqm mixed-use regeneration development comprising 35 storey student accommodation tower, 6.500sqm office space and 11 one and two bedroom apartments private residential plus a number of retail units. The 33-storey building will provide 1,200 student beds as well as retail units, offices and leisure facilities. The main services for the accommodation were manufactured off site and craned into position.

1_Ground Floor Plan


8_”Nido Spitalfields” Student Accommodation, Office spaces & Aparment Block

TP Bennett LLP

Mixed Use Development Contract value: £110,000,000 Private developer: Blackstone Porpety Management Middlesex Street in London’s City. Completed August 2010 Main contractor: ISG

1_Fourth Floor Plan

1_Fifteenth Floor Plan


8_”Nido Spitalfields” Student Accommodation, Office spaces & Aparment Block

1_Twin Apartment A

2_4 Bedroom Cluster

TP Bennett LLP

Located in the city of London “Nido Spitalfields” is a student accommodation complex with over 1200 beds, placed in a 35 storey tower and a 5 floors podium in a residential site where a 70’s building use to stand. The complex has a variety of apartment types from single studios to 6 bedroom apartments where the twin apartment is the most common one. The regeneration development includes also an office building with 6.500 sqm of space and private 11 residential apartments with 1 and 2 bedrooms. Worked carried out: Coordination of packages, information for tender and construction Scope drawings, Cladding details, Design changes, Structure setting out, Room layouts, Project progress meetings, Roofing packages, Brickwork and Blockwork packages, Dry lining package, Screed package, Plastering packages, Flooring package, Cleaning cradle package, Joinery and Internal Doors package Staircases package, toilets and pods package, Scope drawings, Model making Finishes boards, Presentation brochures, Scope drawings, 1:1 Mock-up Louvre Model making.

3_3D Sketch View

4_Finishes Board


8_�Nido Spitalfields� Student Accommodation, Office spaces & Aparment Block

TP Bennett LLP

Collaborated in the technical design sufficient to coordinate elements of the project Assisted in the preparation of production information in sufficient detail to enable tender to be obtained. Installation and all kind of project requirements and information for delivery. Technical design drawing such as cladding sections, facade singular spots, dry lining details, services installation and all kind of project requirements and information delivery.

1_1:5 Facade Details


9_Semidettached Houses in Pamplona

Tabuenca & Saralegui Associates Housing Project in Olloki, Navarra During my 18 months internship at Tabuenca-Saralegui y Asociados while studying at the University of Navarra I prepared CGI’s for CLient Presentations for a Residential Development in the outskirts of Pamplona. The 16. Semi-dettached dwellings adjust to the sloppy plot with the creation of a split level section. In my time at T&S I also was involved in the design of a series of street furniture to be used in the various Masterplan project that the office was working on. The design was based in 76 degree angle which was used to create a whole range of benches, street lamps, bins, bollards, etc.

1_South Elevation

2_Section AA’


10_University Work

University of Navarre

1_Detail Section 1:20

Diploma Project at the University of Navarre, Spain. The project was handed and presented in September 2006. Exhibition space, research centre, lecture hall and archives for the Museum of Francisco Goya in Zaragoza, Spain. During my time as a student I did an internship in Germany working as a Praktikant for three months in the summer of 2003. As my first professional experience my duties included model making, material presentation boards, hand drawn sketches for interior design views and assisted with the bill of quantities and calculation of budget for an office block project. The office was awarded several prizes for projects they were working on at that time and they have been published in many technical periodicals, books and daily newspapers.

2_Section AA’

Walter von Lom Offices in Cologne, Germany

* Please note that most of the CGI shown on the grey band on the right hand side of portfolio were not produced by me. They are used for illustrative purposes only.

Profile for Fernando Rubio

Fernando Rubio - Portfolio 2020  

Projects I worked on over the last few years.

Fernando Rubio - Portfolio 2020  

Projects I worked on over the last few years.

Advertisement