ProductForm

PRO DU CTF ORM Haworth Tompkins: Industria

INDUSTRIA

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Elevating future makerspace to the next level.

Industria provides a framework of light industrial units and makerspace within a modern sustainable building.

A creative neighbourhood housed within one structure, arranged on 3 levels with vehicle access to each unit.

It produces 11,500m² of industrial space across 45 units, achieved through stacking space vertically.

Two linear wings of flexible, industrial workspace, providing a mixture of SME and flatted factory units, ranging in area from 20 to 450m², are arranged around 3 vehicular service decks, accessed by a helical van-ramp and a bank of goods lifts. One wing has an extra floor of smaller incubator units to provide diversity of scale in the tenant mix of content.

The multi-level approach, large floor plates and innovative servicing strategy maximises floorspace and volume on the plot and intensifies the site far beyond what could be achieved through a standard low-rise industrial development.

Industria is seen as a product – a tool – that provides a structure for urban manufacturing and innovation, housing an ecosystem of businesses operating at the intersection of manufacturing, design, technology, and logistics. It aims for genuine innovation in the quality of new industrial workspace and refreshes the image of industrial space that can be fully integrated into an urban public realm.

Post-COVID, there is increasing demand for industrial capacity due to the growth of e-commerce, increased inventory levels to maintain safety stock, and a growing use of 3PL providers. Additionally, the need for onshoring of production capacity to reduce reliance on overseas supplies will be vital to ensure adequate supplies of food, medical equipment, and pharmaceuticals.

The critical need is for flexible urban workspace buildings – urban factories – that integrate within a mixeduse townscape to create a sense of working community; spaces where interaction, openness, knowledge-sharing, and problem-solving drive the new economy and attract and retain skilled workers and entrepreneurs, with the amenities and social structures to support workers’ wellbeing.

The climate crisis demands a more efficient utilisation of energy and materials, and collaboration will lead to the demand for carbon neutral or net zero carbon buildings.

Industria addresses this by optimising built volume and orientation, combining lean structure with careful building envelope design, generating clean energy on-site, and employing energy-efficient services and controls.

It represents a step change in generic industrial space providing higher material and functional quality than traditional industrial ‘sheds’, with longer lifespans based on a 100-year ‘chassis’ frame that allows for flexibility, adaptive re-use, and disassembly.

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Building Anatomy

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Roof Level Second Floor First Floor Ground Floor

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Ramp Structure

Industria is arranged on three levels, each housing light industrial SME units of 300 to 450m². A 7.5m storeyheight creates flexible volumes with good natural light and ventilation, capable of having mezzanine decks installed to create bespoke interior layouts. One wing has an extra floor of 4m high flatted factory and incubator units of 20 to 200m², serviced by goods lifts. The units are arranged around a 26m wide vehicular yard on each level, accessed by a large 30m diameter helical ramp, providing direct vehicle servicing to the face of each unit via a roller shutter loading bay. The ground floor yard contains HGV loading bays, sprinklers tanks, refuse and bike stores.

Industria co-locates the security check, reception, management office, business hub and cafe together at the site entrance for maximum impact. In addition, a generous 120m² breakout space is provided on the top floor service yard as an alternative eating/relaxing area. The space provides a release from the general work environment, where street-food and coffee vans will be able to reach the breakout area via the helical Ramp steelwork, decking and ramp. It levels will G+0 feature substructure, to G+1 communal bench seating and tables,

Ramp Structure

a table tennis table and a retractable canopy integrated with the green wall to allow year-round use. Landscape design is an important part of the scheme, creating improved visual amenity and supporting SUDS and biodiversity net gain, through ecologically-rich margin habitats, native hedgerows, green walls and a variety of rain and shade gardens

Ramp steelwork, decking and substructure, levels G+0 to G+1

Ground Floor Plan

Typical Upper Level Plan

Vehicle Servicing

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1 HGVs, vans and cars 2 Vans and cars (up to 7.5m long, 3m high) 3 Vans and cars (up to 7.5m long, 3m high)

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The Ford Works, Dagenham c.1950

Barking and Dagenham’s powerful sense of place, its spirit of togetherness, resilience and innovation has been largely determined by its location on the banks of the busy River Thames, less than 10 miles from the City of London. The late 19th to early 20th centuries marked a huge turning point for the area, with increased industrialisation and urban development mirrored by a growing population. The Ford Motor Company opened its Dagenham plant in 1931, a pinnacle of 20th century industry and mass production. Today, a wave of new creative and technological industries are forming a corridor of innovation spanning the East of London.

Industria is in the heart of the industrial River Road Employment Area, adjacent to the A13 and close to Barking Power Station. It is a place that creates employment and is home to many businesses that supply London’s goods and services, and is soon to host the relocated City of London Markets. Industria is symbolic of this energy and reflects London’s need to continuously adapt and change, along with the need for greater density.

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Interior view of the Ford Works c. 1950

Above: Starrett-Lehigh Building, New York Opposite: Boots Factory by Owen Williams, Nottingham

Image caption goes here

The idea of the urban vertical factory is not new. The multi-storey Victorian mills and factories of the Industrial Revolution paved the way for the modernist solutions of the 1930s, such as the vast Starrett-Lehigh Building in New York or the work of Owen Williams in the UK. There was a similar push in the 1950s in urban areas, resulting in the construction of many innovative flatted factory buildings by architects such as YRM. New innovative solutions were required to serve the evolving market. We are facing similar forces today with the added complexities of land availability and sustainable energy targets. Vertical planning, efficient vehicle and goods movement as well as flexible space and services strategies hold the key to achieving the increased density and mix of uses.

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Image caption goes here Image caption goes here Image caption goes here

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Ramp Steelwork Plan Level G+0 (mezz) to G+1

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



   









 





  









   



   



  









 





















5m

Ground Floor Plan

9

BUS GARAGE

9450 R13

R14

A

2750

R15

MET-500

B

R16

c/L

8000 1

1357

002002

R1

C

8000

EXISTING BUS WASH INDICITIVE SIZE/LOCATION SHOWN

2

D

D

N 182438953 E 545684445

11100

R3

8000

R12 R4

R5

E

E

1415

2

2 002001

8000

SPRINKLER TANK 80 m3 capacity

F

8000

BIN STORE & COMPACTING EQUIPMENT

3350

G

2000

G1

6000

H

8000 1 002001

N 182497588 W E 545700526 ELV

9223

2 931002

J

1

683 220036

RG.105 M&E Riser

810

2 243100

3468

SVP

8000

1

2

1134 579

K

245

345

ELV W

(IDR 185)

N 182502296 E 545707653

RG.151 WC DI-00-204

8000

SS N 182502959 SVP E 545707481

N 182502156 E 545707707

EWS-300

1900

1499

403 530

3850

3450

EQ

1 002000

W-A4-EXD 00-002

L

EWS-100

RG.150 Unit 01

1 211000

Sim

CORRUGATED CLADDING TO CORRIDOR (NO PATTERN) TO U/S OF MEZZANINE

2175

8000

200

2800

M

488

1714

1715

1500

8000

3

211060

RG.109 Existing Substation

N

DE-J0 00-045

5000

3

931005

2

931003

1 3

P

185

265

2496

2498

Dry Riser Inlet

1040400

1440

7

931003

1

211042

1455

2400

473

745

315 245

80117080

350 1414

931003

4

600

601 2157

270 1825

4895

25

3441

5020

575

260

530

25

3740

4164

434

2810

2050

25

650

378

5605

475 1110

1134 470600

473

330

00-039 DE-H1-B

31 455

25

725

600

473

80117080

3311

00-040 W-F1

1225

282

4123

2503 2630

750

150mm

SIM

2350

2350

210 985 2203 2330 70

263 1730

410 1690

1688

3438 2363

2288 1211

150

2340

EWS-100

EWS-300

2370

931007

3

931007

4

931003

2

SS N 182494401 SVPE 545741078

1500

732

85

15

150

95 245

95

P

250

ELV W

SVP

703

428

400

451500

WC

2

931007

1

931007

400

SIM

3479

SIM

DI-00-205 (IDR 185)RG.153

ELV

EXISTING DOORS TO SUBSTATION RETAINED

SETTING OUT TBC ON SITE

2

240 CC4

242000

100 330

EL LVV/

1725

1600

68

N 182495317 E 545740758

N 182495504 E 545740686

RG.152 Unit 02

SIM

BUILDER WORKS SS AND SVP

1

211110

N 182486070 E 545740076

805 1135

N 182484044 E 545742718

1500

DE-A1-EXD-110 00-014

W

HEMS ID 2 & 7: - POTENTIAL RISK OF SEVERY CABLES, PIPES OR DUCTS AROUND EXISTING SUBSTATION - BUILDING IN CLOSE PROXIMITY TO RETAINED SUBSTATION - RISK TO EXISTING STRUCTURE

3060

5000

DE-A1-EXD-100 00-013

N

2

211102

RG.257 WC

DI-00-115 (IDR 185)

2

9000 43 MIN. 1000

1003

2329

85

00-020 W-A6

3805

980

665

528 793

3805

00-021 W-A3

1060

2379

910 650 150

25

1330 407

250

211050

200 830

652

DE-A2-EXD-110 00-029

EWS-350

1725

1600

N 182454081 E 545756442

N 182454223 E 545756388

N 182454923 E 545756121

448

1455

SVP

DP

3080

Sim

N 182483021 E 545731445

2 211100

N 182479137 E 545732756

5000

DE-A2-EXD-100 00-030

2952

EWS-300

M

1500

806 1134

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

2279

00-015 W-A5-EXD

263 CC

SIM

100 400

1500

3060

3479

W-A1 00-027

RG.256 Unit 03

N 182457473 E 545741306

LV / BT

546

1120

EQ HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

2797

DE-A1-EXD-100 00-031

211110

1

DRAWPIT ASSUMED 600X600 FOR FUTURE CC. FED FROM COLUMN

CC SET OUT TO SERVE 2 SPACES. C/L of LINEAGE. SUBCONTRACTOR TO CONFIRM CC PRODUCT.

DRAWPIT ASSUMED 600X600 FOR FUTURE CC.

2969

5000

N 182458625 E 545735907

EWS-350 DE-A1-EXD-110 00-032

CC

N 182458453 E 545732795

CC SET OUT TO SERVE 2 SPACES SUBCONTRACTOR TO CONFIRM CC PRODUCT. FED FROMLCOLUMN

N 182477655 E 545728451

1500

ELV/LV ISOLATOR NOT REQUIRED WITHIN UNIT. CC FED FROM EXTERNAL COLUMN. MEP TO CONFIRM

CORRUGATED CLADDING TO CORRIDOR (NO PATTERN) TOP HAT CONNECTIONS TO LIFT SHAFT - TO SUBCONTRACTOR DETAILS

3060

1 211100

2969

DP

3060

150 700

5240

6445

6500

DE-A2-EXD-100 00-012

2800 1134 806

3

211100

DE-A2-EXD-110 00-011

1500

1 002000

CC

EWS-300

1134 806

N 182439477 E 545739778 N 182439337 E 545739832 N 182438605 E 545739739

W

ELV

N 182440832 E 545747346 W/ BT

SO

170

449

780

Sim

CC SET OUT TO SERVE 2 SPACES. C/L of LINEAGE. SUBCONTRACTOR TO CONFIRM CC PRODUCT.

N 182456503 E 545730358

2500

250

2 931004

W-A4-EXD 00-026

546 2355

SVP

395

220005

RG.103 Stair

4857

DI-00-201 (IDR 110)

DE-H1-C 00-003

DI-00-202

Sim

SIM

K

2 211100

N 182451759 E 545726361

WC

DI-00-114RG.255 (IDR 185)

EWS-100

250

220034

2000

SMOKE SHAFT

M&E Rise

RG.107(IDR 176)

Lift 1 10 Person Firefighting Lift

Lobby

RG.010

DE-J2 00-007

DP

100 400

1500

1652 EQ 653

1 211132

1 211103

3190

Sim

1500

LV / BT

CON 10

3479

W-A1 00-025

470 15

200

1158

FG

1436

3255

RG.111 Cleaners Cupboard & Plant Room

RG.112

2

131

205

1500

1 211100

DE-A1-EXD-100 00-033

3060

RG.254 Unit 04

546

2152

SVP

3650

Lift ATS Enclosure

DI-00-203 (IDR 130)

DE-E1 00-006

3250

Lift 3 220035 Goods Lift (2.85m x 2m car)

3650

N 182483268 E 545706352

3479

250

2

220036

360

SS

169 380

200

380

160 SVP

3220

RG.104 BT Switch Room

N 182438923 E 545721307

FLOOR GULLY TO STORE, KITCHEN, CAFE COUNTER AREA

EWS-350

5000

DRAWPIT ASSUMED 600X600 FOR FUTURE CC. FED FROM COLUMN

N 182472172 E 545716560

F10

940

Lift 5 Goods Lift (2.4m x 1.4m car)

Lift 4 Goods Lift (2.85m x 2m car)

380 200

479

2110

DE-J3 00-010

2110

810

RWP

1640 810 830

J

N 182442228 E 545720153

N 182444550 E 545721088

N 182446277 E 545718496

DE-A1-EXD-110 00-034

1703

c/l

DI-00-108 (IDR 110)

1703

c/l

1703

c/l

1600 850

DE-C1 00-035

810

RG.106 Plant

1600 6526

3034

926 1990

FG

c/l

1134 806 RG.206 Store

W

00-005 DE-J3

1134

DE-C1 00-036

RG.205 Office

N 182441199 E 545713200

c/l

c/l

N 182443322 E 545717687 RG.211 Kitchen

W

150

3114

3450

SVP

SS

SS

RG.210 WC

DI-00-109 (IDR 185)

DI-00-107 (IDR 110)

2374

RG.212 Server Cupboard

N 182442500 E 545717646 DI-00-106 (IDR-130-B)

DI-00-105 (IDR 110)

DI-00-110 (IDR 180)

COUNTER AREA SINK CONNECTED TO SUBSTACK IN WC

Sim

W-A4-EXD 00-024

150 461

Penetration in slab above for containment run

3000 3000

PRECAST LIFT SHAFTS EXPOSED

SIPHONIC RWP. FULFLOW TO CONFIRM 180mm OPENING REQUIRED

N 182467218 E 545712316

N 182475556 E 545712575 BT

RISER E

RED HATCH DENOTES INSULATED SOFFIT BOARD

EXISTING BEAM UB 533X210X122

4190

1038 1487

80 1327 80

RISER B

PLANT

FG

RISER A

1710

N 182493917 E 545695376

H

325

400

N 182445272 E 545709432 N 182444999 350 E 545710630

465

RG.209 WC

3860

RG.214 N 182437077 E 545719705 Café

2

3339

211032

4900

2NO. OVERSIZED BIKE SPACES

N 182495429 E 545686244

SVP 280

FG

2-TIER BIKE RACKS. MIN. CLEARANCE = 2.6m

BIKE STORE

2000

SPACE FOR 50NO. LONG-STAY CYCLES TOTAL REFER TO DAS FOR INFO.

80 1327 80

1260 1487

N 182491879 E 545690042

2000

120

CON 05

DRAWPIT ASSUMED 600X600 FOR FUTURE CC.

DE-D1 00-037

BT

2490

Postboxes

DI-00-111 (IDR 180)

SVP

RG.208 WC

1 242100

546

N 182447814 E 545715969 3515

SIPHONIC RWP LOCATION AND CONFIRMATION OF 180mm HOLE REQUIRED AS CONFIRMED BY FULFLOW NOTE: WATER INLET POSITION CHANGED TO SUIT

DP

N 182450938 E 545709974

4305

2380

M&E Riser

M&E Riser

2400

RG.202

Lift 2 10 Person Firefighting Lift

DI-00-102 (IDR 170)

W

RG.213 RWP

1600 705 1600

DE-D1 00-038

2 243200

SMOKE SHAFT

RG.204 Service Cupboard

DI-00-103 (IDR 130)

RG.201 Lobby

DI-00-104 (IDR 120)

N 182435955 E 545716770

3144

3438

GLASS CRUSHER

EUROBIN COMPACTOR

BALER

OIL DRUM

SVP

G1

EL VLV/

421003 004

1

N 182435412 E 545707561

DI-00-101 (IDR 110)

1370 4 243200

RG.203 Stair

DP

820

RG.207 Reception

N 182436983 3 E 545706960 220022

1154

N 182469554 E 545696306

DRAWPIT ASSUMED 600X600 FOR FUTURE CC. FED FROM COLUMN

N 182466170 E 545696820

G

600 681

LV

102100 573

1280

1094

10

3975

220 910

6244

211200

1

N 182465997 E 545688969

FG

1 002001

EWS-300 2199

220022

2

80

80 1327

1

4158

220022

4025

4025

W-A2-EXD 00-023

3443

RWP

4240

DE-K1 00-047

3715

325022

8148

00-004 DE-J3

680

F

1040

N 182489256 E 545683176

SEE CIVILS DRAWINGS FOR ADDITIONAL GULLIES IN SPRINKLER TANK AREA

DE-J4-A 00-009

2025 685

1060

1040

Inlet

454 395

473 Dry Riser 600

W-A2-A 00-022

2440

838

242003

RG.108 Proposed Substation

SPRINKLER TANK 80 m3 capacity

DE-J4-B 00-008

2710

DE-K1 00-046

255

1060

228

3076

740

614

1050

1280

N 182426286 E 545693636

339

2140

1050

EWS-300

N 182429237 E 545692588 COORDINATES TO BE VERIFIED ON THIS UC

N 182425571 E 545693907

141

3099

R6

SIM

1 931002

65 W ELV SS

1877 1714 163

1093

R7

CC

ADDITIONAL SHUTTER DOOR POSTS FIXED TO EXISTING UB 457X191X82 OVERHEAD MASS PADS TO BE CONFIRMED BY PINNACLE. NO TIES TO PILE CAPS

2 211102

GREEN DOTTED LINE SHOWS PILE CAPS.

4740

RG.253 WC

ADDITIONAL SHUTTER DOOR POSTS FIXED TO EXISTING UB 457X191X82 OVERHEAD MASS PADS TO BE CONFIRMED

BY PINNACLE. NO TIES TO PILE CAPS

DI-00-113 (IDR 185)

EWS-300

2110

85

8000

4088

Sim

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

SHUTTER EXTENDED TO ENSURE POSTS ARE PROTECTED BY TIERF

N 182434906 E 545682272

SUBCONTRACTOR TO CONFIRM CC PRODUCT. 3876

400 100

LV / BT

RG.252 Unit 05

3873 N 182421045 E 545691520 RWP

1 211000

1310

8000 901006

1500

1500

546

2110

R2

R8

3060

1

3479

W-A4-EXD 00-019

325023

DE-A1-EXD-100 00-041

5000

EWS-350 DE-A1-EXD-110 00-042

1134 806

2440

N 182415803 E 545681069 SVP

340

RWP

N 182465142 E 545660270

c/L

C

455

1500

RWP TO RAMP - TBC BY SUBCONTRACTOR. SETTING OUT TO BE C/L WITH COLUMN AS CLOSE AS POSSIBLE.

c/L

1 002002

1 901006

R1

1 220006

546

250

RWP 85

RWP

N 182455334 E 545664011

3060

DE-A1-EXD-100 00-043

5000

EWS-350

2500

1134 806

DE-A1-EXD-110 00-044

1500

R2

B

N 182458364 E 545657241

100 400

1500

3479

W-A1 00-018

4526

9450 2 242002

INTERNAL FIRE LINING SHOWN

N 182428908 E 545666580 LV / BT

4724

EWS-300

CC SET OUT TO SERVE 2 SPACES. C/L of LINEAGE. SUBCONTRACTOR TO CONFIRM CC PRODUCT.

N 182437605 E 545658219

N 182439546 E 545657317

DRAWPIT ASSUMED 600X600 FOR FUTURE CC. ALIGN WITH PARKING BAY

8000

724

395

4623

RG.250 Unit 06

2460

EWS-100

5068 1725

100 200 5101

250

990

1720

4060

3279

5068 3279

250

(potential future install) Location of partition wall

275

HEMS ID 2: - POTENTIAL RISK OF SEVERING CABLES, PIPES OR DUCTS WITHIN PAVEMENT

5031

3723 R11

SIM

CC

DP

R11

2900

211102

2

3275

RG.251

N 182418039 E 545663082

N 182418235 E 545663007

WC DI-00-112 (IDR 185)

3479

W-A4-EXD 00-017

862

R12

A

466

SVP

N 182419171 E 545662703

RWP W

LOCATION OF SERVICES IN ACCORDACE WITH MEP DWG. TBC ON SITE

2381

FENCE SET OUT C/L WITH PANEL JOINT LOCATION. SITE DIM

3975

LONG REACH ROAD

360

9450 5

EWS-100

1520

506 487

80 150

80117080 480

2500

1420

250

PCP 5 lau ubePla nn. .0 C 4 .0_ 0e 0ne. la e_ 1

4028

8

7

6

5

4

3

2

1

1 211042

9000

2600

1 / Ground Floor Plan - South Wing

9 e0e b 6 5 2 3 4 01 ub2

2

242001

560

5m

First Floor Plan

9

R13

9450

A

A

3

R15

8000

5110

B

R16

B

ø 620

4

8000

14 901003002002

R1

C

8000

D

D

R3

R7

8000

EWS-200

E

E

ø 620

600

1

4

2 002001

8000

EWS-200

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

R1.150 Unit 07

F

F

1500

3060

8000

1 211045

R1.151 WC

G

72

1222 78

2000

2194

G1

6000

EWS-300

H

H

1500

22.6m

8000

R1.152 Unit 08

3060

1 002001

J

1 220036

380

Riser

R1.105

71

578

370

520

2 243100

DCK 10

2

2641

R1.153 WC

3246

220035

2

1045

8000

1 220034

SMOKE SHAFT

M&E Riser

R1.107

980

R1.103 Stair

2334

DI-01-201 (IDR 110)

1134

DE-F1 01-007

K

353

243100

4

(IDR 185)

R1.155 WC DI-01-208

2653 1134 1614

1500 1134 806

1 002000

22.4m

8000

3060

2050 235

L

1 211020

L

R1.154 Unit 09

M

988 359

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

3060

8000

1905 2025

270 2000

655

6500

5000

DE-A1-EXD-100 01-003

806 1134

R1.156 Unit 10

1500

DE-A1-EXD-110 01-002

1500

250 1450 650

2750

419 1:96 1:100

DE-A2-EXD-110 01-016

806 1134 1500

N

1725

R1.157 WC

5000

DI-01-211 (IDR 185)

740

2

211102

DOOR HAS BEEN REMOVED

1725

8000 9000

435

1:54

600

270

675

1755

270

2330

270

817

°

DI-01-108 (IDR 185)

R1.259 WC

1

150 2070

P

510

P

510

EWS-200

3853

211022

2630

131.2

41.2°

600

2212 2000

510

566

457

332

N

600

EWS-350

3060

DE-A2-EXD-100 01-017

SIM

2

211020

EWS-200

1

4

EWS-300

211041

242000

SIM

EWS-200

211041

1

242001

4

EWS-300

MET-200

6370

M

988 359 488

DE-G1 01-004

1134 1500

Note riser door above DI-01-251

Hatch in soffit above for RISER N3 access

8000

DE-G1 01-018

EWS-300

10550

1500 1134

150 2000

DE-A2-EXD-100 01-005

1500

347 1000

R1.258 Unit 11

2 3 211032211032

1

48.8° 510

211020

3080

2048

6500

DE-A2-EXD-110 01-006

1500

UPDATED TO EWS-300 - PROFILED CLADDING IN BLOCK COLOUR, NO PATTERN, TO MATCH FINISH OF GREY DECK-FACING CLADDING

UNIT DOORS RELOCATED FROM INTERNAL CORRIDOR.

3700

272

602

602

4380

3450

3368

ELECTRIC VEHICLE CHARGING POINTS FIXED TO COLUMNS

3060

DI-01-107 (IDR 185)

R1.257 WC

DE-A1-EXD-100 01-019

002003

4

1

K

1134 806

EWS-200

5000

211110

1 211110

DE-A1-EXD-110 01-020

1

1500

211103

SIM

1134 1008

1008

R1.101 Landing

3960 DI-01-205 (IDR 176)

DE-G1 01-035

4350

3960

4185

R1.106 Lobby

2208

R1.102 Riser

230

115

330 301

1 3 2 5 4 220050

4050

3870 M&E Riser

R1.104

1134

3700

3399

DCK 10

DE-G1 01-021

DI-01-210 (IDR 170) Dry Riser Outlet

Lift44 1 243001 211500 10 Person Firefighting Lift

DI-01-202 (IDR 176)

DI-01-207 (IDR 3 185)

243001

DCK 10

2940

PRECAST LIFT SHAFTS EXPOSED

6685

380

980 400

Lift 3 220035 Goods Lift (2.85m x 2m car)

390

380 330

380

Lift 4 Goods Lift (2.85m x 2m car)

3420

3330

3330

Lift 5 Goods Lift (2.4m x 1.4m car)

1500

DE-G2 01-008

370

J

1500 1134

R1.256 Unit 12

DCK 10

4047

DE-G1 01-036

DI-01-209 (IDR 176)

HIGH LEVEL GLAZING - REFER TO ELEVATIONS FOR POSITION

2 220036

806 1134

3502

1400

DE-A1-EXD-110 01-009

3060 DE-A1-EXD-100 01-022

5000

EWS-350

5000

DE-A1-EXD-100 01-010

1 220031

1035

150 1600 1134 806 DE-A1-EXD-110 01-023

2659

M&E Riser

EQ

220004

2892 R1.202

6445

1600 575

4480

DE-D1 01-024

2 243200

14

1600 705

DI-01-102 (IDR 170)

DE-D1 01-025

Dry Riser Outlet

3310

3240

DI-01-101 (IDR 110)

1370

DE-G1 01-011

G1

1134 415

3

R1.203 Stair

243200

DISABLED REFUGE

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

5390

G

208

1000

2 342001

1614

1500

270

3060

DE-A1-EXD-100 01-026

1500

DE-A1-EXD-110 01-012

806 1134

Hatch in soffit above for RISER N2 access

DI-01-206 (IDR 185)

5000

EWS-350

5000

DE-A1-EXD-100 01-013

1134 806

DE-A1-EXD-110 01-027

2000

2 002106

EWS-300

VEHICLE BARRIER

DE-G1 01-028

300

Lift 2 10 Person Firefighting Lift 340

R1.204

SMOKE SHAFT

R1.255 WC

DI-01-103 (IDR-130-C) M&E Riser

R1.201 Lobby

DI-01-106 (IDR 185)

1 220022

10 325022

330

SIM

242003

211041

1134

HALF COLLAR PROTECTION TO COLUMNS ELECTRIC VEHICLE CHARGING POINTS FIXED TO COLUMNS

1134

561

361

1600

1500

DE-G1 01-014

3000

692

10550

R1.254 Unit 13

10 220022

1 342001

EQ

R4

R5

R6

1059

SIM

EWS-300

1134

361

2 342000

3438

8000 211102

2

POINTS FIXED TO COLUMNS

DE-G1 01-029

10598 5433

10623

1134

R8

1406

900

R2

EXISTING BUS WASH INDICITIVE SIZE/LOCATION SHOWN

5000

DE-A1-EXD-100 01-030

5000

3060

R1.252 Unit 14

01-015 DE-H1

341021

C

DE-A1-EXD-110 01-031

ELECTRIC VEHICLE CHARGING POINTS FIXED TO COLUMNS

1500

Hatch in soffit above for RISER S4 access

Note riser door above DI-01-151

1500 1134 806

EWS-300

1500

2c 1 220006

DI-01-105 (IDR 185)

190

9450 R10

5000 DE-A2-EXD-100DE-A2-EXD-110 01-033 01-032

ELECTRIC VEHICLE CHARGING POINTS FIXED TO COLUMNS

DE-G1 01-034

806 1134

R1.253 WC

1599

R11

3 211133

4 242002

1134 1347

3060

357 990

395

REFUGE DISABLED

9450 341021

3634

3850

2 211133

R1.251 WC DI-01-104 (IDR 185)

R1.250 Unit 15

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

510

R12

R14

SIM

HIGH LEVEL GLAZING - REFER TO ELEVATIONS FOR POSITION

510

8

7

6

HALF COLLAR PROTECTION TO COLUMN

FULL COLLAR PROTECTION TO COLUMNS

SIM

MET-200

MET-200 NOTE: BARRIER TO FRONT OF PLANTERS + 610FFL

1 211041

EWS-200

2

510

13

5

44

3

2

1

211020

75

11100 9000

131 1003

561

1:100 1:100

(potential future install) Location of partition wall

4000

1:54

5m

Second Floor Plan

9

8

R13

R14

9450 R12

A

R15

R11

8000

5

1

B

R16

B

2210 2160

50

8000

C

8000

D

8000

2

SIM

E

426

211020

EWS-200

8000

F

(potential future install) Location of partition wall

28890 48.4 m²

44.4 m²

DI-02-229 (IDR 160)

4

8000

Hatch in soffit above for RISER N6 access

12.9 m²

27.4 m²

R2L.157 Unit 23

R2L.110 Kitchen

DI-02-225 (IDR-110B)

G

72

1222 78

110

2000

1928

1 211131

G1

W-D12 02-030

W-C2 02-116

6000

DI-02-231 (IDR 150)

DI-02-224 (IDR 150)

8000

900

260 50

161.8 m²

11100

2000 150 2000

1:50

H

H

8000

2

EWS-200

W-C2 02-115

220036

1 220024

DI-02-211 (IDR 176)

18600

W-D2 02-034

J

1 220036

380

R2L.105 Riser

1539

DI-02-206 (IDR 185)

2

65143 243100

DI-02-203 (IDR 110)

8000

1 AOV 220034

SMOKE SHAFT

R2L.103 Stair

DI-02-201 (IDR 110)

3 220035

DI-02-202

DI-02-209 (IDR 176) DI-02-212 (IDR 170)

DI-02-210 (IDR 110)

Dry Riser Outlet

K

760

300

K

8000

W-C2 02-113

2 220024

EWS-350

W-D2 02-036

1

4

234.0 m²

R2L.152 Unit 18

157.6 m²

L

L

SIM

W-D12 02-038

8000

W-C2 02-112

22050

Hatch in soffit above for RISER N7 access

DI-02-220 (IDR 150)

DI-02-223 (IDR 150)

Hatch in soffit above for RISER N5 access

Trimmers in slab for future riser

Trimmers in slab for future riser

W-D2 02-039

M

150 210

1000 350

1000 350

M

W-D7 02-040

EVC LOCATED CENTRAL TO PARKING SPACES

EWS-300

Note riser door above DI-02-155

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

8000

79.1 m²

W-D5 02-042

R2L.154 Unit 20

W-C2 02-111

DI-02-221 (IDR 150)

DI-02-222 (IDR 150)

W-D12 02-041

5000

W-D15 02-043

198.3 m²

R2L.153 Unit 19

1300

1500

1500 4080

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

3060

DE-A1-EXD-100 02-005

EWS-350

1134 806

DE-A1-EXD-110 02-006

R2L.258 Unit 27

N

1725

5000

W-C1 02-110

DE-G1 02-001

1134 743

N

1725

8000

1:100 1:50

720 50

600 817

600

R2L.259

DI-02-110 WC (IDR 185)

9000

2330

1:100

1608

1638

200

2143

250

P

2

211020

SIM

1

1

211020

SIM

SIM

SIM

MET-200

MET-200

211041

1

211041

EWS-200

EWS-200

EWS-300

510

P

510

3853

EWS-200

2630

°

41.2°

131.2

600

DE-G1 02-007

1500 1134 555

(potential future install) Location of partition wall

211110

1

W-D7 02-037

R2L.155 Unit 21

002003

Note riser door above DI-02-157

Hatch in soffit above for RISER S9 access

2000 150 2000 150 2000

002000

6500

3060

DE-A1-EXD-100 02-008

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

1134 806

DE-A1-EXD-110 02-009

EVC LOCATED CENTRAL TO PARKING SPACES 1500

211101

3540 2

DE-B1 02-002

595 2500 445

R2L.109 Corridor

R2L.102 Riser

R2L.106 (IDR 176) M&E Riser R2L.101 Lobby

Lift 1 10 Person Firefighting Lift

W-C5 02-114

DI-02-204 (IDR 180)

R2L.111 Unisex WCs

DI-02-205 (IDR 180)

DI-02-207 DI-02-208 (IDR 180) (IDR 180)

2

Lift 3 220035 Goods Lift (2.85m x 2m car)

69731 Lift 4 Goods Lift (2.85m x 2m car)

R2L.104 M&E Riser

3015

1526

Lift 5 Goods Lift (2.4m x 1.4m car)

1500 1134

1500 1134

DE-G2 02-003

380

J

339

1500

EWS-300

1400

DE-G1 02-010

R2L.256 Unit 28

1:96

3060

DE-A1-EXD-100 02-011

451

270 220031

Note riser door above DI-02-236

1134 806 1

5000

EWS-350 DE-A1-EXD-110 02-012

340 1600

(potential future install) Location of partition wall

M&E Riser

R2L.202

M&E Riser

W-D7 02-032

R2L.156 Unit 22

DE-D1 1 02-013

1:100

4332

211101

1

W-D2 02-031

DE-D1 02-014

243200

R2L.205

220030 1576 705 1600 421

Dry Riser Outlet 2

1200

G1

DI-02-101 (IDR 110)

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

Hatch in soffit above for RISER S8 access

566

3080

241

29050

W-D7 02-029

G

265

W-D2 02-028

Trimmers in slab for future riser

Hatch in soffit above for RISER N4 access

DI-02-230 (IDR 150)

DI-02-226 (IDR 160)

220008

DI-02-227 (IDR 160)

1 002001

5000

R2L.203 Stair

DISABLED REFUGE

R2L.204

SMOKE SHAFT

Lift 2 10 Person Firefighting Lift

340

WC

R2L.257 DI-02-109 (IDR 185)

2000

DI-02-228 (IDR 160)

255

535

W-D7 02-026

F

1500

EWS-350

3060

DE-A1-EXD-100 02-015

DI-02-103 (IDR-130-C)

M&E Riser

R2L.255 WC

SIM

(potential future install) Location of partition wall

8000

W-D2 02-025

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

R2L.160 Unit 26

R2L.159 Unit 25

W-D15 02-024

1200

W-C2 02-117

150

227.5 m²

R2L.151 Unit 17

(potential future install) Location of partition wall

02-119 W-C4 SIM

6 341020

PROTECTION TO COLUMN VEHICLE BARRIER WITH HANDRAIL OVER

EVC LOCATED CENTRAL TO PARKING SPACES 1134

2000

1190 211041

1

1450

E

1500

1134 806

DE-A1-EXD-110 02-016

R2L.201 Lobby

DI-02-108 (IDR 185)

1

510

48.8°

510

211020

2950

3000 R6

692

DE-G1 02-017

RELOCATION OF PV INVERTERS TO R2L.204

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

R2L.254 Unit 29

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

1720

1134

R4

1134

W-C3 02-118

241.0 m²

R2L.150 Unit 16

18.4 m²

R2L.158 Unit 24

W-D12 02-035

1

R7

1575

361

W-D12 02-027

002000

R3

R5

W-D12 02-033

500

1

R2

D

MIN. 900mm AT PINCH POINTS

3790

341020

1

RE-ARRANGEMENT OF CARRIAGEWAY.

EVC LOCATED CENTRAL TO PARKING SPACES

1500

DE-G1 02-018

18673

3750

002001

1 90

962

R7

1

C

R8

R8

Note riser door above DI-02-153

R2L.252 Unit 30

5433

002002

R1

1 002002

HANDRAIL CONTINUES OVER PLANTERS

10249

5020

EVC FIXED TO GUARDRAIL POST

EWS-350 DE-A1-EXD-100 02-019

3080

Note riser door above

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

1134 806DI-02-151

DE-A1-EXD-110 02-020

VEHICLE BARRIER TO RETURN ON DECK STOPS AT PLANTERS

CANOPY ON ROOF TO BE INSTALLED BY BUILDING OPERATOR AS PART OF FIT OUT

6500

EWS-350

347

DE-A2-EXD-110 02-021

2a 220006

806 1134 1500

Hatch in soffit above for RISER S7 access

DI-02-107 (IDR 185)

02-004 DE-H1

R10 R10

SIM

DE-A2-EXD-100 02-022

3060

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

76

R2L.253 WC

2200

9450 211110

242002

DE-G1 02-023

3480

MET-500 MET-500

1000

1134 1347

2950

R11

3895

4520

(IDR 185)

R2L.251 WC DI-02-106

R2L.250 Unit 31

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

REFUGE DISABLED

9450

510

5316

SIM

SIM

510

7

6

55

1 211041

EWS-200

2 211020

2317

HIGH LEVEL GLAZING - REFER TO ELEVATIONS FOR POSITION

13

44

3

2

1

EWS-200

75

11100 9000

2317

1:100 (potential future install) Location of partition wall

5m

Third Floor Plan

9

8

R13

R14

9450 R12

A

510

8000

5

1

B

R16

2210

8000 1 002002

R1

1

C

C

8000

R8

R2

R8

D

D

1

5 242003

R7

R3

R7

8000

2 211020

SIM

R5

E

E

2875 W-D15 02-072

8000

W-C3 02-128

R2U.150 Unit 32

DI-02M-234 (IDR 150)

DI-02M-233 (IDR 150)

F

87

535

W-D12 02-075

8000

G

75

1222 78

2000

G1

W-D12 02-078

6000

DI-02M-236 (IDR 150)

DI-02M-231 (IDR 150)

11100

H

W-D7 02-080

DI-02M-237 (IDR 150)

W-D12 02-081

8000 1 002001

EWS-200 W-C2 02-125

R2U.153 Unit 35

2

J

1 220036

Riser

2

65143 243100

3 R2U.111

DI-02M-205DI-02M-204 (IDR 180) (IDR 180)

R2U.105

654

DI-02M-206 (IDR 185)

451500

2

8000

220034

1

W-C5 02-124

SMOKE SHAFT

R2U.103 Stair

DI-02M-201 (IDR 110)

DI-02M-202 (IDR 176)

R2U.101 Lobby

DI-02M-209 (IDR 176) DI-02M-212 (IDR 170)

K

W-D5 02-086

K

W-D12 02-087

8000

W-C2 02-123

R2U.154 Unit 36

1 002000

DI-02M-220 (IDR 150)

23012 DI-02M-228 (IDR 150)

4

1:50

451

1

L

SIM

L

W-D7 02-089

211110

W-D12 02-090

1500 1134 555

DE-G1 02-007

8000

DI-02M-227 (IDR 150)

DI-02M-221 (IDR 150)

W-C2 02-122

R2U.155 Unit 37

R2U.158 Unit 40

W-D2 02-091

2000

Note riser door above DI-02-155

EWS-300

M

1000350

1000350

M

W-D7 02-092

EVC LOCATED CENTRAL TO PARKING SPACES

2000 150 2000 150 2000 150 2000

002003

W-D2 02-088

1 002000

6500

3060

DE-A1-EXD-100 02-008

R2U.159 Unit 41

EWS-350

1134 806

DE-A1-EXD-110 02-009

EVC LOCATED CENTRAL TO PARKING SPACES 1500

DI-02M-210 (IDR 110)

Dry Riser Outlet

W-D12 02-085

DI-02M-229 (IDR 176)

R2U.109 Corridor

R2U.102 Riser

M&E Riser

R2U.106

Lift 1 10 Person Firefighting Lift

DI-02M-203 (IDR 110)

2 220035

W-D10 02-084

EWS-300

3015

DE-G1 02-010

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

DI-02M-222 (IDR 150)

DI-02M-226 (IDR 150)

W-D12 02-093

3

8000

W-C2 02-121

3060

DE-A1-EXD-100 02-005

W-D15 02-095

R2U.157 Unit 39

W-D5 02-094

5000

EWS-350

1134 806

DE-A1-EXD-110 02-006

R2U.156 Unit 38

1450

1500

1500

N

N

5000

211102

2

1134

2143

900

DI-02M-223 (IDR 176)

DI-02M-224 (IDR 176)

SIM

P

510

285

510

P

510

9000

1:50

600

600

800 270

4080 1608

817

2330

1:100

1638

600

200

1

211020

SIM

1

5

211041

SIM

SIM

MET-200

242000

1

EWS-200

211041

MET-200

EWS-300

EWS-200

3080

2630

3853

EWS-200

250

1759

R2U.115 Lobby

DI-02M-225 (IDR 110)

W-C1 02-120

DE-H1 02-096

1725

1725

R2L.259

(IDR 185)

2004

M&E Riser

R2U.104

Lift 5 Goods Lift (2.4m x 1.4m car)

Lift 4 Goods Lift (2.85m x 2m car)

Lift 3 Goods Lift (2.85m x 2m car)

1500

220035 DI-02M-207DI-02M-208 Unisex WCs (IDR 180) (IDR 180)

J

1500 1134

W-D10 02-083

1400

61100

341

DI-02M-238 (IDR-110B)

145

R2U.112 Kitchen

3100

DI-02M-211 (IDR 176)

220036

DI-02M-230 (IDR 150)

W-D2 02-082

R2U.160 Unit 42

5000

3060

DE-A1-EXD-100 02-011

Note riser door above DI-02-236

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

41.2°

° 131.2

R2U.114

8000

220031

1

1134 806

Note riser door above DI-02-157

Hatch in soffit above for RISER S9 access

1 : 100

2 / G+2 Mezz - South Wing DI-02-110 WC

566

Service Cupboard

H

340 1600

EWS-350 DE-A1-EXD-110 02-012

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

R2L.258 Unit 27

600

11100

M&E Riser

R2L.202

M&E Riser

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

R2L.256 Unit 28

100

DE-D1 1 02-013

1:100

4332

W-D2 02-079

W-C2 02-126

R2U.152 Unit 34

R2U.161 Unit 43

243200

R2L.205

220030 1576 705 1600 421

DE-D1 02-014

Dry Riser Outlet 2

340

350

G1

DI-02-101 (IDR 110)

Lift 2 10 Person Firefighting Lift

R2L.255 WC

M&E Riser

R2L.204

DI-02-103 (IDR-130-C)

SMOKE SHAFT

R2L.201 Lobby

DI-02-108 (IDR 185)

WC

R2L.257 DI-02-109 (IDR 185)

1863 150 2000

W-D7 02-077

G

R2L.203 Stair

DISABLED REFUGE

4138

W-D2 02-076

3060

DE-A1-EXD-100 02-015

5000

002001

1

R2U.162 Unit 44

DI-02M-232 (IDR 150)

DI-02M-235 (IDR 150)

R2U.151 Unit 33

W-C2 02-127

220008

4

WALL RELOCATED OVER GL.G TO AVOID CLASH WITH BEAMS AT CEILING LEVEL

1500

150 2000

F

W-D7 02-074

1200

EWS-350

1134 806

DE-A1-EXD-110 02-016

2150

W-D2 02-073

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

R2U.163 Unit 45

DE-G1 02-017

EVC LOCATED CENTRAL TO PARKING SPACES 1134

RELOCATION OF PV INVERTERS TO R2L.204

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

R2L.254 Unit 29

Hatch in soffit above for RISER S8 access

SIM

4135

1500

2000

692

241

R6

SIM

R4

EWS-200

1 211041

1134

DE-G1 02-018

1575

18673

1134

5433

1915

341020

EVC LOCATED CENTRAL TO PARKING SPACES

1500

02-097 DE-H1

8000 DE-A1-EXD-100 02-019

5020

EVC FIXED TO GUARDRAIL POST

EWS-350 DE-A1-EXD-110 02-020

3080

Note riser door above

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

1134 806DI-02-151

1800

002002

DE-A2-EXD-110 02-021

347

1375

CANOPY ON ROOF TO BE INSTALLED BY BUILDING OPERATOR AS PART OF FIT OUT ON ROOF TO BE INSTALLED BY CANOPY BUILDING OPERATOR AS PART OF FIT OUT

6500

EWS-350 DE-A2-EXD-100 02-022

2a 220006

806 1134 1500

R2L.252 Unit 30

361

1

510

48.8°

510

211020

510

B

R10 R10

SIM

3060

PENETRATION THROUGH FLOOR SLAB FOR POWER AND WATER ROUTE FROM YARD DECK ON FLOOR BELOW. CLADDING STEELWORK SUPPORT TO BE TRIMMED OUT LOCALLY. REFER TO M&E INFO FOR DETAILS

Note riser door above DI-02-153

Hatch in soffit above for RISER S7 access

DI-02-107 (IDR 185)

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

800

9450 211110

242002

DE-G1 02-023

3480

MET-500 MET-500

1000

1134 1347

76

150 2000

R11 R11

R15

3895

4520

(IDR 185)

R2L.251 WC DI-02-106

R2L.250 Unit 31

HATCH DENOTES STEEL CLADDING RAIL SUPPORT ZONE

R2L.253 WC

REFUGE DISABLED

9450 SIM

510

7

6

5

44

1 : 100

SIM

1 / G+2 Mezz - North Wing

1 211041

EWS-200

2 211020

2317

HIGH LEVEL GLAZING - REFER TO ELEVATIONS FOR POSITION

13

3

2

1

EWS-200

75

9000

2317

(potential future install) Location of partition wall

5m

Roof Plan

A

R15

8000

8000

MET-350

C

8000

R2

D

D

R3

1

8000

STR-100

Sim

STR-110 R4

2 211010

R6

10

R5

10

1 211011

Sim

8000

195

MET-300

4596

1 271003

Sim

F

8000

1 002001

600

G

G

2000

G1

468

6000

10008

3252

271002

2

Sim

Smoke Shaft

H

H

600

Sim

12236

1 271005

RISER S1 Empty Riser (Cafe Kitchen)

8000 1 002001

3324

ROF-100

2831

DETAILED PV LAYOUT SHOWN INDICATIVE ONLY, SUBJECT TO CHANGE

AOV

DETAILED PV LAYOUT SHOWN INDICATIVE ONLY, SUBJECT TO CHANGE

13350

DETAILED PV LAYOUT SHOWN INDICATIVE ONLY, SUBJECT TO CHANGE

10008

SVP/ Flue Penetrations to MEP Engineer's details

MET-350

F

13350

MET-300

13350

DETAILED PV LAYOUT SHOWN INDICATIVE ONLY, SUBJECT TO CHANGE

600

1 271001

Sim

J

2 451500

J

ROF-100

8000

2 271002

1 271002

AOV

Lift Overrun

Smoke Shaft

ROF-300

MCLAREN HAVE ADVISED NO LIFT OVERRUN REQUIRED DETAILED SETTING OUT TO BE CONFIRMED BY LIFT CONTRACTOR

ROF-300

Lift Overrun

Lift Overrun

1

ROF-300

271004

1

Sim

13350

Sim

K

390

K

Sim

8000 1 002000

10008

13350

1 002000

4438

L

L

600

400

8000

1 271000

Sim

ROF-100

1 211010

1 271004

Sim

Sim

10008

M

M

RISER N10 Empty Riser

8894

12268

8000

600

Box Gutter

3324

N

Box gutter runs around corner to pick up step in roof form

N

Box gutter runs around corner to pick up step in roof form

DETAILED PV LAYOUT SHOWN INDICATIVE ONLY, SUBJECT TO CHANGE

2246

DETAILED PV LAYOUT SHOWN INDICATIVE ONLY, SUBJECT TO CHANGE

1 211011

600

DETAILED PV LAYOUT SHOWN INDICATIVE ONLY, SUBJECT TO CHANGE

211013

4093 5298 4158

1

C

211012

R7

1

4093 ROF-100

Falls Falls

002002

R1

1 002002

R8

R8

325010

5298 4158 885

B

R16

B

R10 R10

Sim

13350

10596

9

R14

A

R11

Box Gutter

1 271000

600

10614

8

7

R13

R12

R11

553

6

5

?

MET-200

MET-200

MET-350

Sim

4438

1706

MET-210

STR-100

Sim

1

2246

271003

SVP/ Flue Penetrations to MEP Engineer's details

Falls

Falls

STR-110

MET-300

2 211010

8894

5298

4

3

2

1

7070

9450 9450 9450 8000 11100 8000 9000 9000

Sim

MET-350

5000

MET-300

1

211011

MET-350

MET-300

P

P

2

211010

2

211010

STR-100

STR-110

MET-200

STR-110

STR-100

MET-200

MET-210 MET-210

Sim

Sim











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





592

2750

607

591

2750

2137

767

740

699

606

663

3056

679

2447

798

886

593

608

2194



2744

742

769

743

1715

2750



768

741

700

664

2750

2221

2448

2152

799

594

609

701

665

2448

2400

668

644

604

515

488

455



2425

1998

2405



454

487

514

603

643

680

422

2405

423

465

2439

2285

2596

2405

439



533

567

612

705

747

775



467

534

491

568

613

706

749

776

535

569

614

777

750

707

671

3838

2596

2050

2457





536

2148

570

1950

615

807

778

751

708

672

2596

516

1950

2448

806

517

2596

943

456

31

113

65

169

231

2350

2



3

3000

16 53

17

4

15 52

5

14 51

1

50

118

69

117

81

68 80

116

103

67 79

66

115

78

114 141 147

140

160

139 146

190 210

248

234

539

1950

32

70

175

212

251

1847

34

83

2450

7

35

84

2450

2163

2708

462

3116

360

332

301

281

214

402

2681

496

542

430

2163

237

192

162

120



1834

2708

461

429

359

331

300

280

236

191

161

119

6

401

541

575

620

2750

38

2250

73

2550

37

107

195

72

194

717

312

335

372

1875

39

86

122

164

196

239

283

303

336

362

384

405

468

433

10

2633

385

2517



2875

40

87

123

165

197

240

284

304

337

363

406

469

434

2249

11

2633

2517

470

435

2375

41

13

167

125

1768



12

42

124

199

89

166

88

198

2634

285

241

306

286

242

387

365

339

386

108

1980

215

1800

650

686

2448

952

991

2857

600

2050

627

723



91

109

2235

2050

1666

244

18

43

74

110

1270

2600

216

20 45

2416

54

92

126 2638



46

2268

178

217

256

315

342

374

411

443

1715

55

93

21

580

632

1950

728

1950

56

94

128

180

2050

219

258 2150

1800

23

57

95

129

2350



58

96

130

182

221

260

2143

2925

2162

2975

2268

2350

319

346

24

59

97

131

320

347

379 1950

2334

510

1800

60

98

132

151

184

223

262

26

2268

2095

2033

395

2050

47

75

111

201

2800

224

263

2800

326



2033

2095

48

76

2095

2033

3050

112

2750

202

225

264

396

2034

3050

327

355

368

2033

367

2100

354

2050

560

586

638

2350

28

62

100

134

1951

1786

2247

382

350

323

293

266

227

186

153

2202

1917

1786

2200

2100

397

2747

513

2152

2202



156

2202

2200

325

49

77

738

642

590

564

662



1142

296

276

2807

203

137

3344



30

2202

29

136

102

64

2202

1951

189

155

63

101

135

1984

188

154

187

1786

295

269

230

2200

268

229

1786

383

351

294

228

267

2200

324

2100

404

421

398

453

698

797

1005

965

1073

2448

486

420

2747

519

419

485

563

518

589

641

661

737

1500

796

2413

452

2747

1950

2326

2447

2448

1197

862

900

1072

1120

1629

1044

1004

2205

1506

2445

451

484

562

531

1483

588

640

736

795

1112

1071

1043

1383

2199

827

856

894

2205

3361

1003

964

932

1142

1111

1070

1042

2083

2199

2226

2448

2234

2447

2326

2205

1002

963

931

893

855

826

794

735

697

660

639

587

561

530

2750

1916

2227

2448

2252



27

61

99

133

185

152

226

265

292

322

349

2247

381

2326

696

659

2447

483

418

2747

417

482

2326

2447

734

512

416

559

528

585

637

2050

2448

529

450 2747

2267

449

481

2326

511

2447

658

695

733

755

825

1041

1069

1110

3672

2084

2199

962

1141

2205

1001

930

892

854

793 2350

1109

1068

1040

2450

2199

3934

2205

929

891

853

792 2050

2050

2199

2448

824

961

1000

1039

1067

1108

1140

2205

2050

448

291

321

348

380 1950

1950

558

527

2747

394

2143

2275

2162

2225

2268

415

447

480 1950

584

1950

636

732

1950

928

890

852

1950

791

2199

823

2448

694

657

2447

1950

851

889

927

960

1038

1066

1959

1107

1139

999

2205

1959

1950

25



1800

150

183

222

290

261

393

557

583

635

656

693

731

790

822

2199

959

1138

1106

1065

1037

998

1950

526

509

2747

2205

2050

926

888

850

2050

2448

2050

2447

2413

2050

2050

378

414

446

479

4400

1105

1064

1036

2199

789

730

634

582

556

525

2143

2162

2268

2975

181

220

259 2925

318

345

2205

2050

925

887

849

2050

2448

2050

2447

2421

2050

2747

2050

377

392

478

445

413

1950

2143

289

2162

149

2268

317

344

376

391

2747

1950

508

524

555

581

692

655

633

1950

958

2199

821

788

729

1950

2421

507

2447

654

691

2448

820

848

886

924 1950

997

1137

1104

1063

996

2205

1035

1062

1103

1136

1950

1034

957

2199

1950

787

2205

22



1800

1950

2143

288

2162

148

2268

218

179

2975

127

2162

390

554

523

1950

477

444

412

375

343

316

257 2925

2143

2050

506

2421

2448

690

653

2447

2747

2050

522

553

476

2421

579

2050

631

727 754

819

847

885

1950

923

956

995

1135

1102

1061

1033

2199

2050

786

268

846

884

2050

2205

922

4100

1101

1060

1032

2050

2448

2050

2447

2050

2747

2550

2143

2737

1661

2367

2056

373

341

314

255

177

168

143

2234

1792

287

1500

552

578

630 645

689

726

785

845

883

921

1134

2205

2550

521

505

389

410

442

475 1950

2421

2199

1950

1950

1100

1059

1031

994

955

818

2448

1950

2447

2225

275

2200



19

44

388

725

784

1133

2205

993

954

920

882

844

2214

688

652

629

602

551

520

504

2747

1791

245

142

2235

274

409

441

474 1950

1950

6038

817

1950

1099

1058

1030

1950

2199

2448

687

651

2447

503

3225

2747

2050

550

601

628

2050

724

1132

2205

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953

919

881

843

3225

783

1098

1057

1029

2050

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438

473

2447

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880

4100

2205

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440

1666

2056

366

340

313

243

200

90

1131

1097

1056

1028

2199

1712

549

3225

472

437

1950

1950

2205

917

879

841

816

781

1950

2447

502

471

548

599

626

1130

1096

1055

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990

951

2199

2062

1899

722

685

649

501

436

2249

408

364

338

305

2517

1950

2205

1950

916

878

840

815

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2448

1950

2447

2249

407

547

500

546

499

648

625

684

1129

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950

1500

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721

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4183

2050

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720

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

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311

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

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121

163

193

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333

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2681

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544

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543

2550

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987

1119

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1934

1353

1024

2350

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1093

1151

1970

1022

915

876

622

577

2750

2925

716

762

1021

2576

1118

3322

2448

576

621

678

2448

1969

1150

914 1850

861

2750

899

2565

715

761

1925

2980

811

1765

677

2333

2500

860

948

898

947

2576

1092

1050

985

2446

1149

984

1049

1091

2576

1128

1925

714

2752

2749

752

810

495

2681

2550

33

71

105

176

213

252

310

330

358

2225

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565

619

2564

681

2750

2980

946

983

2452

1148

1090

2576

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897

859

760

713

2381

2596

460

428

2432

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104

2650

82

250

206

235

273

309

329

357

2350

2681

540

2050

574

605

676

712

2448

2850

1048

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1117

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2028

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2600

759

2565

2596

494

459

427

400

2432

279

249

211

174

159

233

272

298

278

173

145

209

247 271

308

353

370

2625

2681

493

573

618

675

809

2448

858

896

945

2576

1088

1047

982

1146

2430

2071

3263

2500

758

711

2565

2596

1950

458

426

399

2432

277

172

158

205

232

270

307

297

246

171

144

170

157

138

299

617

572

538

492

 2681

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369



352

905

328

356

425

457

2050

2250

1829

895

857

808

2448

674

 2596

710

2900

757

2827

2050

981

944

980

1046

2576

1087

1045

1918

1145

1086

2576

1903

1903



1530

537

571

616

2448

875

913

1020 2370

2565

1144

1116

2576

204

1123



2050

709

756

1808

2050

2146

3038

673

2448

942

912

874

1950

839

2173

941

911

838

1950

873 2173

837

2050

910

872 2173

836

2050

940

1085

979

1808

978

1808

977

1115

1051

976

2261

1143

2075

1019 1016

1084

2074

1018 2261

1937

1017 1015

1127

1083

1950

909

871 2173

835

908

870

805

748

670



490

466

424



2448

804

2173

939

975

1126

2261

1950

2400

2405

2596

669

489

532

566

611

704

746

1950

1082

1014

1950

907

869

834

774

1125

2261

974

938

2173

803

1448

2400

1999

773

1081

1013

2050

906

868

833

2000

4400

2261

2173

772

1080

1012

2050

905

867

832

1448

667



1998

1124

2261

973

937

2173

802

771

745

703

2400

1950

904

866

831

801

666

610

595



2750

2400

702

744

770

2173

936

1960

1079

1011

972

1123

2261

1950

1614

2448

800

830

903

865 2173

2050

829

902

864 2173

828

2448

863

901

1961

1078

1122

2226

2227

2400

2500

5050

1900

2064

7502

1456

4167

2000 2000

1952 1952 1952 1952 2363

1903

1904

2363

2363

2363

2363

2363

2363

2363

2363

2363

2363 2363 2363

2122 1853 2573 2084 2083 2528

2074 2074

2578 2577 2577 2577 2577 2577

2578 2577 2577 2577 2577

2840 1980 1980 2650 2350 2375 2375

2547 2325 2325 1125 1127 1125 1975 1975 4052

2577 2577 2577 2577

2577 2577 2577 2577 1896 1896 1898







 739

766

1250

935

3573

1010

934

933

2261

971

1009

970

1121

1077

969

2261

968

1876

1076

1008 2261

1114

1075

1007

1113

2261

1006

1074

1877

1632 1378

3310

1606

2500

2502

1892

2500

2663 2668 2668

1459 2124

2350 2350 2262 2261 2578

2124 2124 2528 2667 2667 2667

2577 2577 2775

2775 2775 2775

1784 2442 2443

2569 2569 2563 2775 2775 2781

2497 1576 2084 2785 2785 2597 1503 1761

2600

2268

3534

1897

2583 2583 2583

1761 2100

2250 1800 1666 1666 1600

1000

1125

2583

2500 2583 2583 2583

1902 1902

1812 1812 2511

2192 1887 1887 1887 1887 2250 2242 2242 2242

2363 2663 1812

2363 2663 1450 2030

       

2030 2226 2070 2242 2242







5m

Pile Cap Drawing

5m

Elevation South

5m

Elevation North

5m

Elevation East

5m

Elevation West

5m

Elevation South – Facing Deck

5m

Elevation North – Facing Deck

Project Barking Industria Address Industria, Creek Road, Barking IG11 OJH Architect Haworth Tompkins www.haworthtompkins.com Collaborating Architects Ashton Smith Associates www.ashtonsmith.co.uk Clients BeFirst Quantity Surveyors and EA Fulkers Bailey Russell Structural and Civil Engineer Pinnacle Consulting Engineers M&E Engineer MBA Consulting Graphics and Wayfinding DNCO

Architect Team Haworth Tompkins Hugo Braddick, Alex Cox, David Graham, Harry Grocott, Graham Haworth, Larisa Manga, Jonnie Rees, Taty Vela Ashton Smith Associates Mark Ashton, Peter Cheesbrough Published September 2023 Title ProductForm: Industria Design Cartlidge Levene Printing Pureprint ISBN 978-1-3999-6132-5

Main Contractor Mclaren Construction (South)

Image credits Pages 3, 20, 24-29 and 32-38: Fred Howarth Pages 4 (upper) and 8: Justin Kaneps Page 4 (lower): Blake Marvin Page 6: Annette Kisling Page 7: Roman Keller Pages 15-19 and 21: Graham Haworth Pages 22-23 and 30-31: Alamy

With thanks to We Made That Andrew Sissons

Every effort has been made to trace copyright holders and to obtain their permission

Landscape Architect Landscape Projects Transport Engineer Steer Fire Consultant Astute Fire