BUJ Schuco Presentation - Guy Forrester

Page 1

COLLECTIVE CANARY WHARF BUJ ARCHITECTS THE COLLECTIVE CJ O’SHEA


WHO ARE BUJ?

PORTAL WEST UNDER CONSTRUCTION, 2019.

2


(BUJ)

FOUNDED

A TEAM OF

YEARS AGO

EMPLOYEES

UNITS RECENTLY GRANTED PLANNING

UNITS UNDER CONSTRUCTION

After 35 years, BUJ remain committed to delivering high quality mixed-use, residential, hotel & tower developments internationally.

ROYAL DOCKS UNDER CONSTRUCTION, 2019.

The BUJ Team is prepared for all aspects of design & delivery, with Architects, Technicians, Interior Designers, Accountants & BIM coordinators.

3


(BUJ)

AT BUJ WE SPECIALISE IN DEVELOPING REGENERATION AREAS & FORMING CORNERSTONES OF NEW URBAN CENTRES.

ORCHARD WHARF UNDER CONSTRUCTION, 2019.

4


(BUJ) WE SOLVE PROBLEMS WE RESEARCH SOLUTIONS WE DESIGN THROUGH COLLABORATION

WICKSIDE 2017 NLA OVERALL WINNER. 2017 NLA MASTERPLAN & AREA STRATEGIES WINNER. 2017 NLA MIXED USE UNBUILT WINNER. 2018 AJ AWARDS MASTERPLAN OF THE YEAR FINALIST.

5


(TC)

THE CLIENT.

THE COLLECTIVE

OLD OAK THE COLLECTIVE.

“Our buildings are so much more than just bricks and mortar: they redefine the way people choose to live, work and play by providing unique shared environments that unlock inspiration and make every single day extraordinary. We create places where you can meet new people, try new things, and learn something new every day.”

BEDFORD SQUARE THE COLLECTIVE.

6


(TC)

THE CLIENT.

CJ O’SHEA

7


(CCW)

THE BRIEF.

BUJ PROPOSED

THE COLLECTIVE

SOM CONSENTED

8


THE BRIEF.

Notes 1 All dimensions are in millimeters.

2 Dimensions are not to be scaled directly from this

3 All dimensions are to be checked on site and the informed of any discrepancies before construction

4 All references to drawings refer to the current rev drawing.

5 Structural and services information shown is indic Consultants drawings for details and setting out.

IN PROGRE

THE COLLECTIVE

GROUND

GROUND

8.D

8.C

8.B

8.E 8.F 8.G 8.H

8.A FWC

ISLAND BAR

300 x 300

8.J

250 x 250

FWC

CO WORKING SPACE

250 x 250

TOILETS 14.3 sqm

300 x 300

FWC

FWC 250 x 250

PLANT

MWC

TOILETS 8.8 sqm

8.7

250 x 250

MWC

Door opening TBC by Lift consultant AVAIL

ABLE

8.5

10

12

09

13

08

14

07

8.4

11

500 x 500 Riser Zone added by EDC

ZONE

8.W

8.6 LIFT 3

06

15

8.V

38

FIRE FIGHTING LIFT 1

05

37

04

400 x 400

39

36

03

40

41

54

02 01

53

42

8.3

RISER

LIFT 6

43

52

SERVICE LIFT 5

44

51

250 x 250

45

50

LIFT 4

FWC

46

49

250 x 250

8.5

8.4

MWC

47 48

LIFT 2

DWC

LOUNGE

TOILETS 14.23 sqm

Door opening TBC by Lift consultant

Notes E Layout amended as per

8.2 39 40

RECEPTION AND LOBBY

44

35

45

34

46

33

47

32

49

30

50

29

51

C

Layout amended as per

16

WSP,EDC. Builder work

5 Structural andadded. services information shown is indic holes Consultants drawings for details and setting out.

52

56

B

53

55

RECEPTION

17

4 All references to drawings refer to the current rev comments received from 20 drawing.

48

31

Layout amended as per

comments from 20 3 All dimensions are toreceived be checked on site and the WSP,FRS. informed of any discrepancies before construction

43

36 54

8.1

D

2 Dimensions are not to be scaled directly from this

42

37

COUNTER/ KITCHEN

VOID

DWC

250 x 250

1 All dimensions are in millimeters.

41

38

250 x 300

PARCEL STORAGE - 6.3 sqm

EMERGENCY EXIT

A

PANTRY and LOCKERS - 12.9 sqm

8.A

250mm wall removed as per Structural engineer's sketch. Edge of slab amended. Interior layout amended as per comments received from TC. Staircases added.

14 20

IN PROGRE Description

Rev

8.K

30 20

comments received from EDC. Facade line amended.

GARDEN/ MEETING ROOM 28.7 sqm

03 20

D

8.U 8.L 8.M

Proposed layout - Ground Floor

8.N

8.R

8.P

London

8.S

SE10 9FR

Proposed layout - Level 1

8.D

8.C

8.B

22-24 Victoria Parade

8.T

8.E 8.F 8.G

e-

Job title

The Collective Canary Wharf Building 8 Baltimore Wha Drawing title

Room No

324 H -

Room No Type Area

8.A

Type

Area

325 I -

Room No Type

sqm

Area

326 A2 -

Room No Type Area

sqm

327 A2 -

Room No Type sqm

Area

328 A2 -

Room No

Type sqm

Area

329 B2 sqm

Room No

Type Area

330 B2 sqm

Room No

331 A2 sqm

Type

Area

sqm

Room No

Type

Area

Level 0

8.H

332 A2 sqm

Room

No

Type Area

333 B2 sqm

Room Type

Area

No

334 B2 sqm

Room Type

Area

No

8.J

335 B2

-

Room Type

sqm

Area

No

I

336

-

sqm

Drawn by

Date

Scale @ A

AW

May 16

1:100

Checked

Date

750

1500

Room Type

Area Room No Type Area

323 G -

250 x 250

sqm

1500

8.5

Room No Type Area

338 L -

750

Type Area

8.7

Project Status

1361

T

Rev

Description

Drawing N

Block

-

100

sqm

250 x 250

322 F (DDA) sqm -

LIFT 3

FIRE FIGHTING LIFT 1

Storage space

Room No Type

Area

8.3 SERVICE LIFT 5 Room No Type Area

321 E -

8.W

8.6

LIFT 6 Room No

Issued for

INFO

337 K (DDA ) sqm

Job No.

Door opening TBC by Lift consultant

8.4

No

Blocked wind

8.V

ow

339 N1 sqm

8.5

8.4

LIFT 4

LIFT 2

Room No Type

Area

sqm

Room No Type

340 N2 sqm

Area

Door opening TBC by Lift consultant

301 C (DDA) sqm -

200 x 200 1500

Type Area

320 D (DDA) sqm -

MAID'S ROOM 9.13 sqm

Linen Storage

8.1

Room Type

Area 250 x 250

No

Linen Storag

e

Linen Storag

e

750

House Keepin g Storage

Room No

750

8.2

Linen Storage

319 P sqm

Room

Room No Type

Area

317 B1 sqm

Room No Type

Area

316 B1 sqm

Room No Type

Area

315 A1 sqm

Room No

Type Area

314 A1 sqm

Room No Type Area

8.A

TYPICAL

Proposed layout - Level 2 - 18

TYPICAL

313 B1 -

Room No

Type sqm

Area

312 B1 -

Room No Type Area sqm

311 A1 -

Room No Type sqm

Area

310 A1 -

Room No Type

sqm

Area

309 B1 -

Room No Type

sqm

Area

308 B1 -

Room No Type

sqm

Area

307 A1 -

Room No Type

sqm

Area

306 A1 -

Room No Type

sqm

Area

8.K

305 B1 -

Room No Type

sqm

Area

304 B1 -

No

Type

Area

303 A1 -

8.T 8.M

8.N

8.P

8.R

8.S

Area

302 M -

sqm

sqm

8.U 8.L

No Room Type

sqm

Proposed layout - Level 19

D

22-24 Victoria Parade London SE10 9FR

e-

Job title

The Collective Canary Wharf Building 8 Baltimore Wha Drawing title

Levels 6 and 18

SOM CONSENTED

BUJ PROPOSED

Drawn by

Date

Scale @ A

AW

May 16

1:100

9

Checked

Job No.

1361

Issued for

Date

Project Status

T

INFO Block

-

Drawing N

106


(CCW)

706 COLLECTIVE STUDIO FLATS Next to the reception and the entrance lobby, a ground floor cafĂŠ, and bar will be open to the public. Co-working office facilities will be provided on levels 0 & 1. Level 1 will also play host to tenant kitchens, a games room and a gym.

21 STOREYS The 20th floor will be fitted out with a swimming pool, spa & restaurant.

BUJ PROPOSED

10


(CCW)

ONE OF THE LARGEST CO-LIVING SCHEMES IN THE WORLD.

STANSTED

LUTON

CITY HEATHROW

LONDON GATWICK

At 21 storeys and containing 706 collective studio flats, we are very excited that our ‘Collective Canary Wharf’ proposal is nearing completion. Embodying The Collective’s vision of being “so much more than bricks and mortar”, the building is formed of a unitised system with an innovative stone textured finish on the Metalline UK Aluminium Unity Rainscreen Panels.

LOCATION BUJ PROPOSED

11


NOW TO GET PLANNING!

12


(CCW) DESIGN EVOLUTION

ARTICULATION AT TOP

TYPICAL FLOORS

• Reassess upper levels to address original ‘loggia’ design intent • Consider roof top design with regards plant and green roof requirements

• Explore vertical emphasis • Reassess inclusion of potential v-joint details • Remove perforated pattern • Refine material selection • Refine glazing details

ARTICULATION AT BASE • Explore ground floor projecting, glazed bays • Expression of entrances

13


(CCW) TYPICAL FLOORS FACADE DEVELOPMENT

ORIGINAL

UNITISED

The original scheme introduced a staggered pattern of double-height bays across the facade from level 2 - 19.

Due to site construction constraints the facade necessitates a unitised system and associated joints.

DOUBLE BAY EMPHASIS

VERTICAL EMPHASIS

Chamfer joints were introduced to re-emphasise the double height bay condition

To place emphasis on the vertical, chamfer joints have been minimised to this axis only.

14


(CCW) TYPICAL FLOORS

PERFORATION Pattern removed. Material Selection to be refined in lieu of perforated pattern

FACADE DEVELOPMENT

VERTICAL EMPHASIS To place emphasis on the vertical, chamfer joints have been minimised to this axis only.

CHAMFER JOINT A chamfer along vertical joints only exaggerates the width and depth of these lines, creating a legible hierarchy of visual elements within the facade.

15


TYPICAL FLOORS FACADE DEVELOPMENT

UNITISED JOINT

(CCW)

Introduced due to construction constraints

V JOINT Introduced to emphasise vertical and take visual precedence over unitised breaks

WINDOW FRAME Maintained. Suggested patterned perforations removed.

OPENING WINDOWS Slim profile of window frame to create simple, clean aesthetic

CHAMFERED EDGE Transom height raised to 1100mm from FFL for safety reasons

RECESSED WINDOW REVEAL Window recess maintained but reduced to 150mm due to construction constraints.

SOM CONSENTED

BUJ PROPOSED

16


(CCW) TYPICAL FLOORS FACADE DEVELOPMENT

Unitised Joint

V Joint

Textured Powder Coat White Stone Bond

Chamfered Edge

Recessed Window Reveal RAL 8014

Opening Windows

Window Frame Anodized Effect Powder Coat Steel Bronze

MATERIAL OPTIONS

BUJ PROPOSED

17


(CCW) ARTICULATION AT THE TOP FACADE DEVELOPMENT

ORIGINAL

DIMINISHED

The original proposals included slender columns at the upper level, punctuating set back glazing, with a simple cornice.

An amend to the proposals was suggested to soften the upper level by creating a glazed set back facade.

ELEVATED CORNICE #1

ELEVATED CORNICE #2

The building the cornice has been raised to highlight the rhythm and depth of columns and horizontal bands.

A step has been added to the cornice detail which, although simple, further expresses a distinguishable termination of the building form at upper level.

18


(CCW) ARTICULATION AT THE TOP FACADE DEVELOPMENT

ELEVATED CORNICE THE CROWN A variant of the architectural language at the base of the building is repeated here at the upper level; a lighter, more delicate and predominantly glazed facade is an appropriate diminution while distinguishing a legible ‘top‘ to the building form.

A simple stepped cornice is raised above the final glazed element. The intention is to maximise the impression of the dominant ‘loggia’ form of column and beam, while the glazing visually recedes behind. This detail increases the parapet height but does not effect the overall building height.

19


(CCW) ARTICULATION AT THE TOP

c

FACADE DEVELOPMENT

b

e f

b

a

e

ELEVATED CORNICE #2

f

20


(CCW) ARTICULATION AT THE TOP SOUTH ELEVATION

BUJ PROPOSED JULY, 2016.

BUJ PROPOSED AUGUST, 2016.


(CCW) ARTICULATION AT THE TOP 335 sqm Extensive Green Roof

ROOF TREATMENT

Maintenance Access Path

Louvred Plant Screening

Extensive Green Roof

RAL TBC

ROOF PLAN Plant Corral Louvred Edge

22


(CCW) ARTICULATION AT THE BASE FACADE TREATMENT

GROUND FLOOR BAYS Columns span from ground to Level 1, creating distinctive ‘bays’, these bays feature projecting glazed boxes and a shadow gap recess surround. Entrances are differentiated from standards bay within a similar architectural language to maintain the overall aesthetic. Signage will not be fixed to the exterior of the building but included within these ‘shopfront’ windows.

Internal Signage Concepts

23


FACADE

(CCW)

DEVELOPMENT

COMPARISON WITH CONSENTED

SOM CONSENTED

BUJ PROPOSED

24


FACADE

(CCW)

DEVELOPMENT

COMPARISON WITH CONSENTED

SOM CONSENTED

BUJ PROPOSED

25


FACADE

(CCW)

DEVELOPMENT

ADDITIONAL VIEW

BUJ PROPOSED

26


FACADE

(CCW)

DEVELOPMENT

MATERIAL OPTIONS

WHITE STONE EFFECT

ANODIZED BRONZE EFFECT

27


FACADE

(CCW)

DEVELOPMENT

MATERIAL OPTIONS

WHITE STONE EFFECT

ANODIZED BRONZE EFFECT

28


FACADE

(CCW)

DEVELOPMENT

MATERIAL OPTIONS

WHITE STONE EFFECT

ANODIZED BRONZE EFFECT

29


LEVEL -2 FFL -0.650

WEST

SSL -0.80

SOUTH 8.K

8.A

8.B

8.6

8.5

8.4

8.3

8.2

8.1

8.A

8.L

8.M

8.N

BOUNDARY LINE

8.B

8.D

8.C

Notes

8.E

8.P

8.R

8.S

8.T

8.U

(CCW)

8.F 8.G

1 All dimensions are in millimeters. 8.H

8.A

UNROLLED ELEVATION

8.J

2 Dimensions are not to be scaled directly from this drawing. 3 All dimensions are to be checked on site and the Architect is to be informed of any discrepancies before construction commences. 8.7

4 All references to drawings refer to the current revision of that drawing.

8.5 LIFT 6

8.4

STAIRCASE

C

SERVICE LIFT 5

8.W

8.6

STAIRCASE A

LIFT 4

8.3

8.V

FIRE FIGHTING LIFT 1

8.4

LIFT 3

LIFT 2

5 Structural and services information shown is indicative only. Refer to Consultants drawings for details and setting out. 8.5

8.2

8.1

8.A

8.B

8.B 8.K 8.A

8.6

8.5

8.4

124.62 6360.246

8.3

8.2

8.1

8.L

1356.597

4117.885

3556.455

8.W

8.A

8.M

8.N

8.P

8.R

8.S

8.T

8.U

8.V

8.1

8.W 8.2

668.689

2405.061

4168.789

5049.117

2495.697

4995.906

4995.906

4995.906

4995.906

4995.906

4995.906

4995.941

4995.906

4221.897

3628.537

8.6

8.3

1014.386 5000.223

8.V

8.U

8.T

8.S

8.4

8.5

8.U 8.L

8.T 8.M

8.J

8.7

491.438

3782.724

8.K

8.J

8.H

8.G

8.F

8.E

8.D

8.C

8.N

8.P

8.S

8.R

912.995 4621.318

4557.401

4557.401

4557.401

6624.505

3752.834

3303.072

4294.806

2803.645

4990.643

4990.575

4990.575

4990.575

4990.575

4990.575

4990.575

T/FLUE 77.650 T/PARAPET 76.300

ROOF

T/PARAPET 74.290

ROOF FFL 74.110

5840

SSL 73.710

20 LEVEL 20 FFL 68.270 SSL 68.070

SSL 67.920 (terrace)

3480

19 LEVEL 19 FFL 64.790 SSL 64.715

2910

18 LEVEL 18 FFL 61.880 SSL 61.805

2910

17 LEVEL 17 FFL 58.970 SSL 58.895

2910

16 LEVEL 16 FFL 56.060 SSL 55.985

2910

15 LEVEL 15 FFL 53.150 SSL 53.075

2910

14 LEVEL 14 FFL 50.240 SSL 50.165

2910

13 LEVEL 13 FFL 47.330

A DESIGN COLLABORATION.

SSL 47.255 2910

12 LEVEL 12 FFL 44.420 SSL 44.435

2910

11 LEVEL 11 FFL 41.510 SSL 41.435

2910

10 LEVEL 10 FFL 38.600 SSL 38.525

2910

9 LEVEL 09 FFL 35.690 SSL 35.615

2910

8 LEVEL 08 FFL 32.780 SSL 32.705

2910

7 LEVEL 07 FFL 29.870 SSL 29.795

2910

6 LEVEL 06 FFL 26.960 SSL 26.885

2910

5 LEVEL 05 FFL 24.050 SSL 23.975

2910

4 LEVEL 04 FFL 21.140 SSL 21.065

2910

3 LEVEL 03 FFL 18.230 SSL 18.155

2910

2 LEVEL 02 FFL 15.320 SSL 15.245

4640

1 LEVEL 01 FFL 10.680

4980

SSL 10.605

GR DRY RISER INLET

LEVEL 0 FFL 05.700

+05.700

+05.700

3500

SSL 05.250

-1

Bar Entrance

LEVEL -1 FFL 02.200

Fire Escape / Tenant Access

+05.700

Main Entrance

Fire Escape

+05.470

Cafe Entrance

+05.367

+05.220

+05.430

+05.640

+05.700

Fire Escape

Fire Escape

Fire Escape

Fire Escape

Dry Riser Inlet

2850

SSL 02.160

LEVEL -2 FFL -0.650

-2

WEST

SSL -0.80

SOUTH

EAST

8.K 8.A

8.B

8.6

8.5

8.4

8.3

8.2

8.1

8.A

NORTH

EAST

8.W 8.L

8.M

8.N

8.P

8.R

8.S

8.T

8.U

8.V

8.1

8.W 8.2

8.3

NORTH

8.6 8.V

8.U

8.T

8.S

8.4

8.5

8.J

8.7

8.J

8.H

8.G

8.F

8.E

8.D

8.C

8.B

BOUNDARY LINE

8.B

8.D

8.C

8.E 8.F 8.G 8.H

8.A

-

8.J

First Construction Issue

16.01. KD 2017

30

FA

CONSTRUCTION ISSUE 8.7

Rev

8.5 8.4

LIFT 6

LIFT 4

STAIRCASE A

8.6

8.W

Description

Date

By

Chk

8.V


(CCW) OVERVIEW

TOP

• Unitised Facade • Fixed Glazing + Stone Effect Aluminium Rainscreen

20

Restaurant / Bar / Spa / Terrace

2-19

Accommodation

0-1

Cafe/ Bar/ Lobby

TYPICAL FLOORS • Unitised Facade • Opening Windows/Louvres + Stone Effect Aluminium Rainscreen

BASE

• Stick System • Fixed Glazing/ Louvres + Stone Effect Aluminium Rainscreen

31


(CCW) Restaurant /

20 Bar / Spa /

BASE LEVELS 0-1

Terrace

2 - Accommodation 19

0 1

Cafe/ Bar/ Lobby

Column ‘Shadow Gap’ Reveal

Projecting Glazed Bay Fixed, Clear Glass Silicone Joints Fixed, Enamelled Glass

32


(CCW) LEVEL 02 FFL 15.320

75

D

D004

3249

G05

G05

A4

1300

1390

300

LEVEL 01 FFL 10.680

VENT / DOOR L

HINGE DETAIL DRAWING

2 19

REFER TO SPECIFICATION DOCUMENT FOR LATEST UPDATE

REFER TO SPECIFICATION DOCUMENT F LATESTAccommodation UPDATE

THIS DRAWING WAS PRODUCED FROM INFORMATION EXTRACTED FROM ARCHITECTS / STRUCTURAL FLOOR PLAN 1361-T-100 REV Q 1361-T-101 REV Q S8-1000-C1 S8-1010-C1

THIS DRAWING WAS PRODUCED FROM INFORMATION EXTRACTED FROM ARCHITECTS / STRUCTURAL FLOOR PLA 1361-T-100 REV Q 1361-T-101 REV Q S8-1000-C1 S8-1010-C1

0 1

3mm Akzonobel Interpon D2525EU15-9466/1 GO ML White

3mm RAL8014 PPC, 20% gloss;

pre-treatrament by pre-anodisign Cafe/ Bar/ Lobby

3mm Akzonobel Interpon D2525EU15-9466/1 GO ML Whit

G04

4390

4390

G04

B

B

9620

2494

2494

B

G04

1850 EXTERNAL PANEL TO GD 4390 TRANSOM CENTRES

G04

REFER TO DRAWING S-G001 & S-G002 FO REFERENCE SPECIFICATION

8320

G08

REFER TO DRAWING S-G001 & S-G002 FOR GLASS REFERENCE SPECIFICATION

416

G08

172

8320

G08

259

D002 9620

D002

4390 TRANSOM CENTRES

G04

10

G04

01

01 D001

620

458

945

945

945

458

620 5

458

945

945

C

620

75 375

5

SECTION A-A C

LEVEL 00 FFL 05.700

300

275

8.1

D

SECTION A-A

300

275

8.1

3142

945

1850 EXTERNAL PANEL TO GD

8.L 8.M

2835 945

458

A

D

3142

8.L

945

5001

5001

A

LEVEL 00 FFL 05.700

375 5 620

945

8.M

2835 945

945

1850 EXTERNAL PANEL TO GD

5

158

158

11

75

158

D001

158

10

Terrace ALL ELEVATIONS VIEWED FROM THE OUTSID OTHERWISE STATED

HINGE

3mm RAL8014 PPC, 20% gloss; pre-treatrament by pre-anodisign

01

1850 EXTERNAL PANEL TO GD

11

20

DETAIL NUMBER

HINGE DUCTING DETAIL DRAWING

50

172

416

416 10 2027

9173

416

G08

10

G08

2027

G08

259

01

LEVEL 01 FFL 10.680

9173

200

1300 50

B

Restaurant CONTRACTOR TO CHECK /ALL DIMENSIONS A Bar / Spa / ERRORS TO WINTE REPORT OMISSIONS AND

2328

G05

A4

1390

10 3249

G05

2328

G05

D003

3249 TRANSOM CENTRES

2283

2283 10

G05

01 DUCTING RENSON 421 LOUVERS WITH BLANKING PLATE FOR DUCT WORK CONNECTION TBC FINISH POWDER COAT RAL 8014

3249 TRANSOM CENTRES

961

961

RENSON 421 LOUVERS WITH BLANKING PLATE FOR DUCT WORK CONNECTION TBC FINISH POWDER COAT RAL 8014

DETAIL NUMBER

70

D003

VENT / DOOR LEAF

10,5

70

01

70

A4

10,5

200

D004

C

300

A

D

A4

C

DO NOT SCALE

8.1

CONTRACTOR TO CHECK ALL DIMENSIONS AND REPORT OMISSIONS AND ERRORS TO WINTECH LEVEL 02 ALL ELEVATIONS VIEWED FROM THE OUTSIDE UNLESS FFL 15.320 OTHERWISE STATED

01 75

A

DO NOT SCALE

8.1

SEE DWG S-010 FOR 01SECTION C-C & D-D

70

BASE LEVELS 0-1

SEE DWG S-010 FOR SECTION C-C & D-D

945

01 70% ISSUE

30.11.16

No Revision

Date

Quartz House, Pendeford Business Park, Wobaston Road, Wolverhampton. WV9 5HA Tel: +44(0)1902 307430 Email: enquiries@wintech-group.co.uk Project Name :

303 5

620

458

1.25째

01

02 D023

D005

SECTION B-B 5001

303

SIMILAR

458

303 5 620

1.25째

620 5

1.25째

458

01

02 D023

D005

SECTION B-B 5001

303

SIMILAR

Drawing Title :

458

620

1.25째

CTor GH Chkd

Initial

5

THE COLLECTIVE CANARY WHARF BUILDING 8 BALTIMORE WHARF PART ELEVATION AND SECTIONAL VIEWS FOR SCREEN TO BAY 2A

Status : 70 % ISSUE

Scale1:50 :

Project No :

Drawing No :

02195

@ A3

Date :

E002

30.11.16 Rev :

01

01 70% ISSUE

30.11.16

No Revision

Date

Quartz House, Pendeford Business Park Wobaston Road, Wolverhampton. WV9 5H Tel: +44(0)1902 307430 Email: enquiries@wintech Project Name :

Drawing Title :

THE COLLECTIVE CANARY BUILDING 8 BALTIMORE W PART ELEVATION AND SE VIEWS FOR SCREEN TO B

Status : 70 % ISSUE Project No :

02195

33 Scale1:50 :

Drawing No :

@ A3

Dat

E002


(CCW)

TYPICAL FLOORS LEVELS 2-19

Restaurant /

20 Bar / Spa / Terrace

2 - Accommodation 19

Unitised Joint 0 1

Cafe/ Bar/ Lobby

V Joint

Chamfered Edge Textured Powder Coat White Stone Bond Recessed Window Reveal

Opening Windows RAL 8014 Window Frame Materials

BUJ Proposed

34


DETAIL NUMBER DETAIL DRAWING

HINGE HINGE

DETAIL DRAWING

01

D-304

GLASS GLASS

50 50

01

474 21.000 째

87

21.000

474 42

01

01 D-300 01

2 - Accommodation 19

D-304

1037.5 1037.5

D-306

D-304

B

1400 1400

1400 1400

2910 2910

01

01

B

1060 1060

GLASS

01 D-306

TOP HUNG VENT

1060 1060

GLASS

SPANDREL SPANDREL

SPANDREL SPANDREL

TOP HUNG VENT

B

TOP HUNG VENT

SPANDREL SPANDREL WITH RAINSCREEN WITH RAINSCREEN

D-310 SPANDREL SPANDREL WITH RAINSCREEN WITH RAINSCREEN

01

D-310

B TOP HUNG VENT

D-310

01

2910 2910

D-310

WINDOW RESTRICTOR SHOWN IDICATIVELY ONLY. TO RESTRICT WINDOW TO MAX 100mm OPENING, THEN DISENGAGABLE BY KEY TO ENABLE OPENING SASH TO WINDOW IDICATIVELY ONLY. OPEN UP RESTRICTOR TO MAXIMUM SHOWN 21째, THEN AUTO RE-ENGAGE TO RESTRICT WINDOW TO MAX 100mm OPENING, THEN UPON CLOSING DISENGAGABLE BY KEY TO ENABLE OPENING SASH TO SUB-CONTRACTOR TO PROPOSE RESTICTOR OPEN UP TO MAXIMUM 21째, THEN AUTO RE-ENGAGE UPON CLOSING 01 SUB-CONTRACTOR TO PROPOSE RESTICTOR D-304

0 1

2585 2585

01

200

SPANDREL WITH RAINSCREEN

87

SPANDREL WITH RAINSCREEN

200

D-302

Terrace

Cafe/ Bar/ Lobby

1112 1112

D-309

450

SPANDREL WITH RAINSCREEN

01

D-301

Restaurant /

20 Bar / Spa /

01 D-301

R

UNITISED TENDER DRAWINGS

01

450

D-309

01

(CCW)

D-301

42

A

01 D-301

1070 1070

01

A

22.5

01

01

22.5

1249

D-309

SPANDREL WITH RAINSCREEN

624.5 01 01 D-309 D-302

100

450

624.5

231

1249

R

TYPICAL FLOORS LEVELS 2-19

624.5

100

450

624.5

231

HINGE

ELEVATION WITHOUT RAINSCREEN

ELEVATION WITH RAINSCREEN

75

ELEVATION WITH RAINSCREEN A

75

ELEVATION WITHOUT RAINSCREEN

22.5

A

REFER TO DRAWING S-R001, E-300, E-301, E-302 FOR CILL RE-INFORCEMENT REQUIREMENTS REFER TO DRAWING S-R001, E-300, E-301, E-302 FOR CILL RE-INFORCEMENT REQUIREMENTS

22.5

D-300

SECTION A-A

SECTION A-A

PROFILE OF RAINSCREEN VARIES REFER TO PLANS AND BUILDING ELEVATIONS FOR TYPES AND LOCATIONS PROFILE OF RAINSCREEN VARIES REFER TO PLANS AND BUILDING ELEVATIONS FOR TYPES AND LOCATIONS

624.5

1249

624.5

624.5

1249

624.5

2498 2498

HORIZONTAL SECTION B-B HORIZONTAL SECTION B-B

TYPICAL WIDTH SHOWN (HOWEVER DIMENSIONS VARY) REFER TO WINDOW SCHEDULE TYPICAL WIDTH SHOWN (HOWEVER DIMENSIONS VARY) REFER TO WINDOW SCHEDULE

01 70% ISSUE

30.11.16

No Revision

Date

CTor CT Chkd

Initial

01 70% ISSUE

30.11.16

No Revision

Date

CTor CT Chkd

Initial

Quartz House, Pendeford Business Park, Wobaston Road, Wolverhampton. WV9 5HA Tel: +44(0)1902 307430 Email: enquiries@wintech-group.co.uk Quartz House, Pendeford Business Park, Project Name : Wobaston Road, Wolverhampton. WV9 5HAWHARF THE COLLECTIVE CANARY Tel: +44(0)1902 307430 Email: enquiries@wintech-group.co.uk

BUILDING 8 BALTIMORE WHARF THE COLLECTIVE CANARY WHARF LEVEL 3 TO 18 - TYPICAL UNIT BUILDING 8 BALTIMORE WHARF WITH RAINSCREEN PANEL Drawing Title : Status : 70% ISSUE : 30.11.16 LEVEL 3 TO Scale 18 : -1:30 TYPICAL UNIT @ A3 Date Drawing No : Project No : Rev : WITH RAINSCREEN PANEL Project Name : Drawing Title :

Status :

02195

70% ISSUE

Project No :

Scale :

E-310

1:30 @ A3

Drawing No :

35

Date :

01

30.11.16

Rev :


(CCW) Restaurant /

20 Bar / Spa /

TOP LEVEL 20

Terrace

Raised Cornice Detail 2 - Accommodation 19

Opening

Fixed, Enamelled Glass

0 1

Cafe/ Bar/ Lobby

Slim Column

Fixed, Clear Glass

36


(CCW) Restaurant /

TOP LEVEL 20 UNITISED TENDER DRAWINGS

20 Bar / Spa / Terrace

2 - Accommodation 19

0 1

Cafe/ Bar/ Lobby

37


Notes

(CCW)

1 All dimensions are in millimeters.

2 Dimensions are not to be scaled directly from this drawing.

3 All dimensions are to be checked on site and the Architect is to be informed of any discrepancies before construction commences. 4 All references to drawings refer to the current revision of that drawing.

N

5 Structural and services information shown is indicative only. Refer to Consultants drawings for details and setting out.

ELEVATION 9

7

8 4 1

5

6

2

T/FLUE 77.650 T/PARAPET 76.300

T/PARAPET 74.290

ROOF FFL 74.110

5840

SSL 73.810

LEVEL 20 FFL 68.270

3480

SSL 68.120

LEVEL 19 FFL 64.790

2910

SSL 64.715

LEVEL 18 FFL 61.880

2910

SSL 61.805

LEVEL 17 FFL 58.970

2910

SSL 58.895

LEVEL 16 FFL 56.060

2910

SSL 55.985

LEVEL 15 FFL 53.150

2910

SSL 53.075

LEVEL 14 FFL 50.240

2910

SSL 50.165

LEVEL 13 FFL 47.330

2910

SSL 47.255

LEVEL 12 FFL 44.420

2910

SSL 44.435

LEVEL 11 FFL 41.510

2910

SSL 41.435

LEVEL 10 FFL 38.600

2910

SSL 38.525

LEVEL 09 FFL 35.690

2910

SSL 35.615

LEVEL 08 FFL 32.780

2910

SSL 32.705

LEVEL 07 FFL 29.870

2910

SSL 29.795

LEVEL 06 FFL 26.960

2910

SSL 26.885

LEVEL 05 FFL 24.050

Rev

Description

Date

By

Chk

2910

SSL 23.975

LEVEL 04 FFL 21.140

2910

SSL 21.065

LEVEL 03 FFL 18.230

2910

SSL 18.155

LEVEL 02 FFL 15.320 SSL 15.245

22-24 Victoria Parade

Tel: 020 7531 3300

London

Fax: 020 7531 3301 e-mail: buj@buj.co.uk

4640

SE10 9FR

Job title

LEVEL 01 FFL 10.680

The Collective Canary Wharf Building 8 Baltimore Wharf

4980

SSL 10.605

LEVEL 0 FFL 05.700

Drawing title

North Elevation

3300

SSL 05.250

3200

LEVEL 00 FFL 02.400

FFL -0.80 AOD

DOCKWALL

MILLHARBOUR DOCK Drawn by

Date

Scale @ A1

KD

Jul 16

1:200

Checked

Date

Issued for

PLANNING Job No.

Project Status

1361 PL

Block

Drawing No.

Revision

-

200

-

38


(CCW) PROTOTYPE

39


(CCW) PROTOTYPE

40


AN INNOVATIVE STONE TEXTURED FINISH

(CCW)

41


(CCW)

42


TIME FOR CONSTRUCTION!

43


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