Max esposito by Max Esposito

Business Space

Page 1

China Shipping UK - Felixstowe Value: 8.5M Location: Felixstowe, Suffolk Size: 37,200 ft2 Client: China Shipping (UK) Involvement: Project architect - Colwyn Foulkes & Partnerss

New office building 37,200 ft2 four-storey HQ for China Shipping UK, one of the world’s largest shipping container companies, located on the port of Felixstowe.

Layout The building is designed The L-shape building comprises two wings of different sizes linked by a circular “drum” on the external corner of the L. This contains The Entrance foyer atrium, meeting rooms, directors offices and the boardroom. The wings accommodate modern open plan office space over three floors. External Materials The facades at the front are fully glazed, with western red cedar brise soleil, while the rear elevations are clad in prepatinated copper.

Page 1

The western red cedar was chosen for its ability to withstand the elements particularly due to the building’s North Sea facing position and to further enhance the glazed external envelope. ...The “mast” like appearance of the timber columns refers to both the local maritime industry and the nature of the end-users, complementing the nautical theme of the building...

Page 1 of 4

Business Space

Page 3

olar gain control is achieved via a sun screening system of vertical and horizontal timber brise soleil. The solution, while reducing solar gain, allows also the building’s occupiers to enjoy views over the port and offers some protection from the elements.

Vertical

mounted timber louvres 300mm long by 50mm wide, are mounted on the curved entranceway feature, and reinforced with a secondary curved steelwork support system which secure the fins back to the main structure.

“sustainable design solutions”

Page 3

orizontal stacked timber fins are also erected on the building southern and eastern elevations at equidistant lengths, and fixed in place using aluminium side plates.

10m

high bespoke one-piece tapered column, provide extra load-bearing strength delivering additional support for the fins and roof structure. The columns have a “mast” like appearance that take reference to both the local maritime industry and the nature of the end-users shipping business, complementing the nautical theme of the building. Western red cedar was chosen for its natural appearance, its ability to withstand the elements.

Page 3 of 4

Business Space

Page 4

1 1

5 Front elevations : ppc aluminium curtain walling system with HP double glazing.

2 Main entrance: steelwork provides support to both curtain walling and brise soleil. Tapered timber columns contributes to support the roof.

Panoramic view of the main steel structure from Walton Avenue. The future board directors meeting room is already visible on the 4th floor.

Atrium: s-econdary curved steelwork supports the vertical timber fins and is fixed back to the main structure through a double mullion detail.

Rear elevations: clad with pre-patenated copper.

7 Rear elevations: full height opening are staggered across Page floors.

View of the curved steelwork within the atrium, which runs four storeys high and forms the bone structure of the “drum”.

“on site” 5

Page 4 of 4

Business Space

9 Mile Ride - Pinewoods Value: 16.6M Location: Pinewoods, Wokingham Size: 200,000 ft2 Client: Terrace Hill Involvement: Project architect - Scott Brownrigg

New office building 200,000 ft2 three-storey Headquarters for a leading pharmaceutical company, located in Wokingham. Addressing the environmental agenda, the building has been design to achieve a “Very Good” BREEAM rating. Sustainable features include solar shading ; in situ concrete structure providing a high thermal mass; low energy light fitting and a green travel plan. The building is oriented so that office wings fan out towards the south west; this gives the opportunity to create passive solar “suntraps” which forms external recreation and amenity spaces. The new office building is designed to allow maximum views out into the surroundings wooded landscape, whilst giving the occupants good levels of natural daylighting.

The building is oriented so that office wings fan out towards the south west; this gives the opportunity to create passive solar “suntraps” which forms external recreation and amenity spaces.

Business Space

Top of handrail to pitch set 910mm above nosing line Top of handrail to landings set 1110mm above landing

45mm dia brushed stainless steel handrail and balustrade system.

23 22 21 20 19

1100

Ground to first 25 risers

First to second 24 risers

3000

170 Ground to first

167 First to second

Flat plate mild steel stringers with folded flat plate goings and risers welded to the stringers. All welds to be ground down to have minimal visiblity.

170

167

900

250

2040

07 37

4250

04 03 02

300

FIRST FLOOR 1:25 1:25 Section/Elevation

B A 25

stair/balustrade updated to latest design. Construction issue

ME MC

Revision

Drawn

1Feb08

25May07 JL Date

Checked

ø45 x2 Stainless steel handrail 75

Mark

St Catherine's Court 46-48 Portsmouth Road Guildford GU2 4DU T +44 (0)1483 568686 F +44 (0)1483 575830 W scottbrownrigg.com

1110

825

10mm toughened glass panels

5 x 10mm Stainless steel newels

Client's name

Terrace Hill

Job title

150

Pinewoods Nine Mile Ride

Reception Balustrade Details Stair 1 9

Drawing title

Scale

1 : 25 metres Drawn

KE Job No

13439 GROUND FLOOR 1:25

BALUSTER DETAIL 1:10

SECONDO FLOOR 1:25

5 Checked

Drawing No

CD (30) 30

Date

07JUN06 Rev

Status

FOR CONSTRUCTION

The main entrance and reception area are designed to afford views to the south through the internal courtyard and to the woods beyond by introducing full height glazing to the courtyard, with internal circulation around the perimeter, to achieve a “cloistered” feel.

Business Space

The elevation utilise a limited palette of materials, primarily a reconstructed stone grid with glazed curtain walling providing a classical simplicity, with a more transparent faรงade to the main reception area. 1. Reconstituted Stone cladding 2. Curtain walling system aluminium PPC capping (dark grey) 3. PPC aluminium flat panel cladding (dark grey) 4. Glass insulated Look-alike panel 5. PPC aluminium Eaves detail (dark grey).

Sector: Workspace Architect: NMax Esposito Element: Facade Drawing reference: CD (04) 02 CDM STARTS WITH INITIAL DESIGN

BACKGROUND The concept design for the facade... B

include

design description

9000

3000

TOP OF EAVES (tbc) FFL + 81.550

materials

550

ROOF SSL + 81.00

regulations referred to

3850

construction methods etc.

1 SECOND FLOOR FFL + 77.150

4500

12650

4000

3700

3230

FIRST FLOOR FFL + 73.150

ALUMINIUM CAPPING

RECONSTITUTED STONE PANELS SUPPORTED BY STAINLESS STEEL HIDDEN FIXINGS TO MANUFACTURERS DESIGN AND DETAILS.

CURTAIN WALLING

INSULATED LOOK-A-LIKE PANEL

GLAZING

SILICONE JOINTS TO TRANSOM LEVEL

4250

400

150

GROUND FLOOR FFL + 68.900

1100 400

1500 3700

1100

800 800

1100

1500 3700

1100 400

9000

Business Space

Project: 13439 Pinewoods

HOTEL

Howard Johnson Hotel - UK Location: West Bromwich - UK Size: 140 Bedrooms Client: Premier Involvement: Project architect - The Hauseman Group

Project Architect for 140 beds Hotel refurbishment including the delivery of the design, production and coordination of information and site supervision to completion.

The Format

The format developed for Howard Johnson Hotel in UK typically

included 120 bedrooms, dedicated business facilities with fully equipped meeting rooms, dining and lounge areas served by bar and kitchen.

Public Areas From the entrance lobby a series of organic and fluid lines link the Magazine Corner to the reception, the bar and the servery counters. A careful use of ceiling detailing and floor finishing help the lounge and dining areas to retain a distinctive identity. Design features such as wall panelling with plasma screens and bespoke high tables contribute in creating a smooth transition between zones.

2 1 Public Areas:

concept sketch

2 Lounge

3 Reception Desk: sketch details 4 Public Areas:

concept sketch

5 Reception Desk and Servery 6 Ceiling detail

HOTEL

Howard Johnson Hotel - UK Location: West Bromwich - UK Size: 140 Bedrooms Client: Premier Involvement: Project architect - The Hauseman Group

Project Architect for 140 beds Hotel refurbishment including the delivery of the design, production and coordination of information and site supervision to completion.

â&#x20AC;&#x153;...Design features such as wall panelling with plasma screens and bespoke high tables contribute to a smooth

...â&#x20AC;?

transition between areas

1 Public Areas:

high tables

2 Dining 3 Lounge 4 Reception Desk and Servery 5 Joinery detail 6 Wall feature detail

7 Meeting room layout 6

Residential

CHELSEA CREEK- London Location: Chelsea, London Client: St. George Central London Ltd Involvement: Senior Architect - Broadway Malyan

Chelsea

Creek in a new dock side residential development for St. George Central London ltd, which include shops, bars and restaurants.

The scheme features prestigious high specs studios, 2-3 bed apartments and Penthouses.

The involvement has focused on design and technical coordination for blocks C-D and E, including production of information for Optimisation Stage 1-2 and Marketing.

â&#x20AC;&#x153;Optimisation Stage 1-2â&#x20AC;?

1 Site Plan 2 CGI view of blocks A-B-C-D-E 3 Floor Plan E-D - Marketing drawing 4 Sketch concept to Core D 5 CGI entrance lobby - Option

Residential

CHELSEA CREEK- London Location: Chelsea, London Client: St. George Central London Ltd Involvement: Senior Architect - Broadway Malyan

1 12 2 4

“Marketing Suite Design”

1 Sketch for Marketing Suite Layout 2 Sketch for Marketing Suite Pod 3 Marketing suite construction 4

detail

Sketch for Ground floor layout - D

Defence

Defence Technical College, Messes Value: £22M Location: St. Athan, Wales Size: 10,200 sqm Client: Ministry of Defence Involvement: Project architect - Scott Brownrigg

New Officer’s Messes building 10,200 sqm two-storey for the Army, Royal Navy and Royal Air Force. The Messes building is part of the Defence Technical College (DTC), the largest PPP prorject in the UK to date, which aims to rationalise training Armed Forces. The project is on the core site of the RAF St Athan, and comprises new accommodation for 3,255 bed spaces, classrooms, workshops, museums and offices to serve a population of over 11,000. The Messes are designed to support the ethos of the Tri-Services, they are perceived as one building, but contain four separate Messes, each designed to operate autonomously. The language ensure that there is no external architectural differentiation between the Officers’ and the SNCO’s Messes. There are two main formal front entrances, one into the Officers’ DTC Mess and one into the SNCO’s DTC Mess , each lead to a Rotunda a central space via an imposing stone colonnade. The layout includes Dining Rooms with respective Ante rooms, Lounges, bar, meeting rooms, fitness centre and space for recreational activities.

view of the main entrances through the Colonnade

The Rotundas are the hart and soul of the building from which members have access to all DTA Mess facilities .

ROTUNDAS

Defence

CONCEPT DESIGN

Defence

CONCEPT DESIGN ENTRANCE

Victoria Circle Building 5 Planning Application 12/02797/FULL - Condition 49 April 2013 | Ref: 11-035

Levels 2, 3 and 4: Buckingham Palace Road, The Lower Screen 5-A

EWC-301 (H42)

EWG-701 (L10) EWG-201 (H11)

11_400

FFL 20.320 m 4th Floor

11_400

5-2

FFL 23.490 m 5th Floor

160

570

Slab Edge

5-1

EWL-391 (L13)

210

5-A

FCL 22.920 m

450

Fire Stop

120

GLP-402 (L42)

EWC-301 (H42)

EWL-391 (L13)

2600

EWG-201 (H11)

300

EWL-391 (L13)

EWC-301 (H42)

FCL 19.800 m

5-A

01 11_700

CL FFL 20.320 m 4th Floor

5-1

11_400

1:5

FFL 20.320 m 4th Floor

SECTION

11_400

5-2

FFL 20.320FFL m 20.320 m 4th Floor 4th Floor

1:5

450

PLAN

EWG-201 (H11)

5-A

300 Window Treatment Zone

520

EWC-301 (H42)

EWC-301 EWC-301 (H42) (H42)

5-A

03 11_700

520

500

520

5-A

11_400

2600 04 11_700

11_400

04 SECTION

FFL 20.320 m 4th Floor

1 : 20

GLP-121 (L40)

EWC-301 EWC-301 (H42) (H42)

EWG-201 (H11)

GLP-121 (L40)

EWB-241 (H72)

GLP-121 (L40)

EWG-701 (H11)

EWG-201 (H11)

GLP-121 (L40)

EWB-241 (H72)

GLP-121 (L40)

450

EWG-201 (H11)

GLP-121 (L40)

EWB-241 (H72)

06 11_700

11_400

5-2

11_400

11_400 EWC-301 (H42)

EWC-301 (H42)

1 : 20

EWC-301 (H42)

125 15

500

1500

500

2000

250

390

ø 75 RWP EWC-301 (H42)

500

1000

500

450

13 11_700

06 11_700

08 11_700

11_400

5-2 5-2

14 11_700

EWG-201 (H11)

5-A

ø 75 RWP

125 15

EWL-341 (H92)

500

125 65

1500

500

210

300

EWC-301 (H42)

EWL-341 (H92)

EWG-201 (H11)

300 Window Treatment Zone

07 11_700

120

09 11_700

510

11_400

5-A

55 15 55

5-1

10 11_700

2000

250

7310

500

1000

ø 75500

2500

EWC-301 (H42)

02 PLAN 01 PLAN

01 SECTION

390

AMW-301 11_400 (L31)

DRG-101 (H11)

120

5-1

300

FCL 19.800 m

EWC-301 (H42)

SECTION

EWC-301 (H42)

02 PLAN

EWC-301 (H42)

EWL-391 (L13)

FCL 19.800 m

07 11_700

09 11_700

120

400

08 11_700

120 180

450

300

10 11_700

03 ELEVATION

EWL-341 (H92)

Fire Stop

GLP-402 (L42)

EWL-391 (L13)

1:5

EWG-201 (H11)

1 : 20

GLP-402 (L42)

EWL-401 (L13)

DRG-101 (H11)

EWG-201 (H11)

EWC-301 (H42)

EWG-701 (H11)

390

160 120

GLP-121 (L40)

EWG-701 (H11)

FFL 13.680 m Level 2 USL

100 225 30 165

1:5

EWC-301 (H42)

FFL 14.080 m FCL 16.680 2nd m Floor

EWL-391 (L13)

495

04 SECTION

1 : 20

500

EWG-201 (H11)

11_400

5-A

EWL-391 (L13)

1:5

5-2

300

FFL 20.320 m 4th Floor

05 SECTION

Slab Edge

06 PLAN

EWG-201 (H11)

AMW-301 (L31)

EWC-301 (H42)

EWG-201 (H11)

FCL 16.680 m

SECTION

07 11_400

390

11_400

FCL 16.680 m

EWC-301 (H42)

06 11_400

2600 01

EWC-301 (H42)

520

5-1

11_400

EWL-391 (L13)

05 11_400

FFL 17.200 m 3rd Floor

Fire Stop

EWC-301 (H42)

EWB-241 EWB-241 (H72) (H72)

1 : 20

Fire Stop

EWG-201 (H11)

GLP-121 GLP-121 (L40) (L40)

EWL-341 (H92)

FCL 13.185 m

EWL-391 (L13)

EWB-241 EWB-241GLP-121GLP-121 (H72) (H72) (L40) (L40)

03 ELEVATION

AMW-301 (L31)

11_400

1 : 20

EWL-391 (L13)

GLP-121GLP-121 (L40) (L40)

520

EWC-301 (H42)

450

5-A

11_400

06 SECTION

GLP-402 (L42)

EWB-241EWB-241 GLP-121GLP-121 (H72) (H72) (L40) (L40)

11_400

EWC-301 (H42)

FFL 17.200 m 3rd Floor

GLP-121GLP-121 (L40) (L40)

EWC-301 EWC-301 (H42) (H42)

1 : 20

FFL 17.200 m 3rd Floor

EWG-701 (L10)

1 : 20

GLP-121GLP-121 (L40) (L40)

510

2600

05 SECTION

300 Window Treatment Zone

5-A

07 SECTION

EWG-201 (H11)

GLP-121GLP-121 (L40) (L40)

FCL 16.680FCL m 16.680 m

210

EWL-341 (H92)

FCL 16.680 m 02

FFL 17.200 m 3rd Floor

1100

2600

EWL-391 (L13)

EWL-341 (H92)

11_400

06 SECTION

EWG-701 (L10)

EWG-201 EWG-201 (H11) (H11)

EWC-301 (H42)

2600

EWC-301 (H42)

FCL 16.680 m

EWG-201 EWG-201 (H11) (H11)

FFL 17.200FFL m 17.200 m FCL 19.800 m 3rd Floor 3rd Floor

1:5

5-A

EWG-701 EWG-201 EWG-201 EWG-701 EWG-201 EWG-201 (H11) (H11) (H11) (H11) (H11) (H11)

5-1

11_400

FCL 16.680 m

02 11_700

EWG-201 EWG-201 (H11) (H11)

120

AMW-301 (L31)

02 SECTION

11_400

EWG-201 EWG-201 EWG-201 EWG-201 EWG-701 EWG-701 (H11) (H11) (H11) (H11) (H11) (H11)

520

EWC-301 (H42)

1:5

5-A

EWG-201 EWG-201 (H11) (H11)

FFL 20.320 m 4th Floor

GLP-402 (L42)

05 11_700

1 : 20

05 SECTION

11_400

Fire Stop

FCL 19.800 m

1 : 20

11_400

EWG-201EWG-201 EWG-701EWG-701 (H11) (H11) (H11) (H11)

465 70 EWG-201 (H11)

07 SECTION

11_400

450

FFL 17.200 m FCL 19.800 m 3rd Floor

FCL 16.680 m

300 Window Treatment Zone

EWG-201EWG-201 (H11) (H11)

EWC-301 (H42)

EWL-391 (L13)

11_400

2600

5-A

FFL 20.320 m 4th Floor

EWC-301 (H42)

520

11_400

EWL-391 (L13)

04 11_700

GLP-402 (L42)

5-A

03 11_700

Fire Stop

FFL 17.200 m FCL 19.800 m 3rd Floor

11_400

520

225

02 11_700

11_400

EWL-391 (L13)

FFL 20.320 m 4th Floor

3 15 28

5-A

01 11_700

FFL 17.200 m 3rd Floor

EWL-341 (H92)

520

2600

100

11_400

EWL-341 (H92)

EWG-201 (H11)

EWC-301 (H42)

FFL 20.320 m 4th Floor

EWL-341 (H92)

05 11_700

EWG-201 (H11)

5-A

EWG-201 (H11)

420

450

2600

450

FCL 19.800FCL m 19.800 m

230

FCL 19.800 m

300

FCL 19.800 m

5-A

1 : 20

1:5

1 : 20

420

Partition

100

Disclaimer: EWG-201-Do not scale from this drawing. (H11) -Check all dimensions on site before fabrication or setting out. -Flanagan Lawrence shall be notified in writing of any discrepancies. -All dimensions are in millimeters unless noted otherwise -All levels given are in meters -This document is copyright and may not be reproduced

RobertBi rdGroup

Notes: This drawing should be read in conjunction with the following: -Building 5 Interior Fabric Specification -Fire-Strategy Report and drawings. -Building Services Engineers' drawings and specifications. -All other Specialist Consultants' documentation -Design documentation for external envelope

Client:

Ph. +44 20 7633 2880 Fax. +44 20 7928 4477

Rev

Notes:

Web Site: www.robertbird.com

00 Stage E 01 Tender Issue Hilson Moran One Discovery Place

Status:

EWG-201 (H11) FFL 20.320 m 4th Floor Date:

31.01.2013 08.03.2013

Land Securities, 5 Strand, London WC2N 5AF www. landsecurity.com

Dwn: KG KG

Iss: JW JW 7A

Drawn By:

Architect:

www.cppib.ca

Project No:

13 11_700

11_400

14 11_700

5-2

EWG-201 (H11)

Drawing Title:

Rev

5-1

TENDER

Façade Details Typical

CPPIB, 40 Portman Square, London W1H 6LT

11_400

Victoria Circle Building 5

LONDON OFFICE: Robert Bird & Partners Limited Level 2 Harling House 47 - 51 Great Suffolk Street Southwark London, SE1, 0BS, ENGLAND

Project:

Issued By:

FFL 17.200 m 3rd Floor Date of First Issue:

EWL-391 31.01.13

Scale @ A0:

(L13)

5-A

VICTORIA CIRCLE - WCC PLANNING REVIEW - BUILDING 5 Consultants:

Structural & Civil Engineering Consultant

Key / Location:

LONDON OFFICE:

Robert Bird & Partners Limited Level 2 Harling House

Client:

210

230

Structural & Civil Engineering Consultant

5-A

Key / Location:

Project:

Victoria Circle Building 5 Status:

TENDER

MARCH 2012

120 180

Consultants:

5-A

2 2

FL Comments 04.10.13

4 London, UK

100I 90838

EAST SIDE Internal Partial Elevation on smoke vent L.Andreetta

1:4

R.Zorz

A.Vendramini 23.09.2013

CITY SUITES , SALFORD S T A G E

3 :

F I N A L

R E P O R T

D O C U M E N T 0 2 : S C H E M E D R AW I N G S

NOVEMBER 2014 ref: 13-024

10-302 01

5000

6400

10-203

6400

20-171

20-162

20-152

10-203

4800

7000

4800

10-203

4800

VRV PIPES , DRY RISER WATER

4800

20-152

20-164

7150

600

A B

4460

STAIR 01

5925

10-200

1 BED 10-301 01

1 BED

39 m² 415 ft²

2 BED

44 m² 474 ft²

REFUSE CHUTE

33 m² 355 ft²

32 m² 347 ft²

VENT

33 m² 360 ft²

1 BED

33 m² 355 ft²

52 m² 561 ft²

66 m² 713 ft²

BB FIRE LIFT

1275

C POOL EXHAUST

1790

ELEC

SMOKE EXHAUST

01 10-201

01 74-202

74-200

SVP & RWP

E 1275

SVP SVP

GAS

SVP

SVP & RWP

SMOKE EXHAUST SVP & RWP

ELEC

COMM

KITCHEN EXHAUST

1 BED

TENANT VRV

4800

39 m² 421 ft²

1 BED

43 m² 467 ft²

10-202

33 m² 351 ft²

37 m² 398 ft²

33 m² 356 ft²

60min FIRE WALL BETWEEN ALL UNITS. ALL RISERS TO HAVE 120min FIRE WALL

33 m² 356 ft²

1 BED

29 m² 317 ft²

44 m² 478 ft²

1625

G H

20-162

20-161

20-151

20-153

20-165

01 10-300

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner. Ordnance Survey data contained herein is for use on this project only. Third parties involved in this project wishing to reproduce this data,for the purposes of said project, may do so on display of the following: © Crown Copyright All rights reserved 2010 License No 0100031673

Notes:

Rev:

Notes:

A B C D E

ISSUE FOR INFORMATION ISSUE FOR INFORMATION ISSUE FOR INFORMATION PRELIMINARY STAGE 3 ISSUE STAGE 3 ISSUE

Date: 18.09.2014 01.10.2014 07.10.2014 05.11.2014 14.11.2014

Dwn: AH LB LB MM MM

Iss:

Consultants:

Key / Location:

Project:

City Suites. CHAPEL ST, SALFORD

ALL ALL ALL ALL ALL

Project Status:

STAGE 3 Drawing Title: 66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

Client:

www.flanaganlawrence.com E info@flanaganlawrence.com

GA - Level 3 Plan (Typical) Drawn By:

MM Project No: Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

13-024 Drawing No:

A-10-103

Issued By:

Date of First Issue:

GC Scale @ A1:

1 : 100 Revision:

INTERNAL CURTAIN WALLING LINE FORMS LINE OF AIR TIGHTNESS

A B

FOIL VAPOUR BARRIER TO INSULATION FORMS LINE OF AIR TIGHTNESS

INTERNAL CURTAIN WALLING LINE FORMS LINE OF AIR TIGHTNESS

FOIL VAPOUR BARRIER TO INSULATION FORMS LINE OF AIR TIGHTNESS

KEY

INTERNAL CURTAIN WALLING LINE FORMS LINE OF AIR TIGHTNESS

Building Air Tightness - Typical Level 1 : 50

Air tightness Line 1 : 50

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner.

Notes:

Rev: A B

Notes: STAGE 3 ISSUE STAGE 3 ISSUE

Date: 14.11.2014 01.12.2014

Dwn: FM FM

Iss:

Consultants:

Key / Location:

Project:

City Suites. CHAPEL ST, SALFORD

ALL ALL

Project Status:

Ordnance Survey data contained herein is for use on this project only. Third parties involved in this project wishing to reproduce this data,for the purposes of said project, may do so on display of the following: ÂŠ Crown Copyright All rights reserved 2010 License No 0100031673

STAGE 3 Drawing Title: 66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

Client:

www.flanaganlawrence.com E info@flanaganlawrence.com

External Cladding Air Tightness - Typical Level - West Drawn By:

Project No: Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

13-024 Drawing No:

A-21-146

Issued By:

Date of First Issue:

14.11.2014

Scale @ A1:

1 : 50 Revision:

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner.

EWS-102 / H11 GL-102 / H11

GL-171 / H11

AF-101 / H11

GL-251 / H11

EWS-101 / H11

Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

Rev:

Notes:

A B C D

ISSUE FOR INFORMATION PRELIMINARY STAGE 3 ISSUE STAGE 3 ISSUE STAGE 3 ISSUE

Date:

Dwn:

24.10.2014 05.11.2014 14.11.2014 01.12.2014

FM FM FM FM

Iss: ALL ALL ALL ALL

GL-102 / H11

EWS-101 / H11 GL-102 / H11

ESS-101 / H11

Consultants:

EWS-102 / H11 GL-102 / H11

Key / Location:

B B

B B B B B

PM2 383745. 691E 398802 . 780N 27. 068

AF-101 / H11

PM1 383723. 592E 398794 . 125N 27. 085

WALL SECTION LP

N PBI LP BG2 383655. 432E 398773. 561N 26.890

21-411

BG1 383701. 662E 398769. 351N 26.921

B TL RS B B

B B

TLP

B B

EWS-103 / H11 GL-101 / H11

66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

www.flanaganlawrence.com E info@flanaganlawrence.com

Client:

CON-101 / E120

Select Properties

Project:

City Suites. CHAPEL ST, SALFORD Project Status:

STAGE 3 Drawing Title:

External Cladding Ground Floor - South Elevation Key View Drawn By:

Project No:

Issued By:

Date of First Issue:

24.10.2014

Scale @ A1:

13-024 Drawing No:

A-21-410

Revision:

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner.

Ordnance Survey data contained herein is for use on this project only. Third parties involved in this project wishing to reproduce this data,for the purposes of said project, may do so on display of the following: © Crown Copyright All rights reserved 2010 License No 0100031673

Notes:

EWS-101 / H11 GL-102 / H11

FFL 34.500 m Level 2

AF-101 / H11 GL-201 / H11

Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

Rev:

Notes:

A B C D E F

ISSUE FOR INFORMATION ISSUE FOR INFORMATION ISSUE FOR INFORMATION PRELIMINARY STAGE 3 ISSUE STAGE 3 ISSUE STAGE 3 ISSUE

Date:

Dwn:

01.10.2014 08.10.2014 24.10.2014 05.11.2014 14.11.2014 01.12.2014

ME FM FM FM FM FM

Iss: ALL ALL ALL ALL ALL ALL

GL-251 / H11

EWS-101 / H11

3000

EWS-101 / H11 GL-102 / H11

GL-102 / H11 EWS-101 / H11

EWS-101 / H11 GL-102 / H11

GL-102 / H11 AF-101 / H11

EWS-101 / H11 GL-102 / H11

GL-251 / H11 FFL 31.500 m Level 1

AF-101 / H11 GL-201 / H11 GL-251 / H11

Consultants:

Key / Location:

B B

B B B B B

PM2 383745. 691E 398802 . 780N 27. 068

PM1 383723. 592E 398794 . 125N 27. 085

EWS-103 / H11

N PBI LP BG2 383655. 432E 398773. 561N 26.890

BG1 383701. 662E 398769. 351N 26.921

B TL

GL-101 / H11

RS B B

B B

TLP

B B

4300

EWS-103 / H11 GL-101 / H11

GL-202 / H11

01 21-711

66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

www.flanaganlawrence.com E info@flanaganlawrence.com

Client:

Select Properties

FFL+ 27.200 m

GL-202 / H11 Project:

City Suites. CHAPEL ST, SALFORD Project Status:

STAGE 3 Drawing Title:

External Cladding Ground Floor - South Elevation 3D Cladding & Details Drawn By:

3D View - South Elevation E

Detail Section - South Elevation A 1 : 20

Project No:

13-024 Drawing No:

A-21-411

Issued By:

Date of First Issue:

01.10.2014

Scale @ A1:

1 : 20 Revision:

Notes:

300 190 190

110 110

EWS-101 / H11 GL-102 / H11

Double glazed unit

Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

Rev:

Notes:

A B C D E F

ISSUE FOR INFORMATION ISSUE FOR INFORMATION ISSUE FOR INFORMATION PRELIMINARY STAGE 3 ISSUE STAGE 3 ISSUE STAGE 3 ISSUE

Date:

Dwn:

01.10.2014 08.10.2014 24.10.2014 05.11.2014 14.11.2014 01.12.2014

ME FM FM FM FM FM

Iss: ALL ALL ALL ALL ALL ALL

Feature horizontal cover cap to transoms. 130

Plasterboard on MFS up to cill level to conceal CW fixing brackets.

Double glazed unit. Back painted. Opaque glass infill panel. 850

765

EWS-101 / H11 GL-102 / H11

MFS studs system with 2x12.5mm soundBlock and nominal 50mm mineral wool in cavity to suit U- Value and Acoustic requirement

Stick system CW FW50+ shuco (150mm set 50mm from slab Edge.

CW fixing bracket to slab edge face with slotted connection to mullion to accommodate live load movement to specialist design . Joint Mullion to Mullion location to specialist design Fire and smoke Stop to extend to internal face of of the external wall element (glazing)i.e not just to the back of the mullion.

AF-101 / H11

Grp Brise Soleil fixed back to Curtain Wall.

FFL 40.500 m Level 4

Consultants:

355

Key / Location:

B B

B B B B B

PM2 383745. 691E 398802 . 780N 27. 068

PM1 383723. 592E 398794 . 125N 27. 085

N PBI LP BG2 383655. 432E 398773. 561N 26.890

BG1 383701. 662E 398769. 351N 26.921

B TL RS B B

B B

TLP

B B

GL-201 / H11

Facade to be restrained to reduce movement away from the building incase of fire. Provide a protected element of structure within fire stopping zone at each flor level.

300

ppc pressed metal to back of CW as required GL-251 / H11

PPC louvre vent glazed to CW system

Plenum area duct Size and Centres Tbc 66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

www.flanaganlawrence.com E info@flanaganlawrence.com

Client:

EWS-101 / H11 GL-102 / H11

Select Properties

Double glazed unit

Project:

City Suites. CHAPEL ST, SALFORD Project Status:

STAGE 3 Drawing Title:

External Cladding Typical Floor - South Elevation Slab Edge Detail (Grid H)

Typical Floor - South Elevation Slab Edge Detail 1:5

Drawn By:

Project No:

13-024 Drawing No:

A-21-751

Issued By:

Date of First Issue:

01.10.2014

Scale @ A1:

1:5 Revision:

Residential

11-15 Grosvenor Crescent Location: Belgravia, London Client: Wainbrige Estate Belgraviaral Ltd Architects : Flanagan Lawrence Role: Lead Architect for the Facade

11-15 Grosvenor Crescent is a Grade II listed early 19th century Grosvenor Estate building, redeveloped into a number of high-end private residential apartments.The scheme is located in the northern quarter of Belgravia in the London Borough of Westminster. The façade and listed elements have been retained and restored while the new residential development built along the mews includes 12 private, luxury apartments consisting of 3 Grand apartments, 6 lateral and 2 duplex penthouse apartments plus a mews apartment and additional staff unit. with private leisure facilities and car parking allocation.

“Design Stage 3-4 Construction”

1. Areal view: scheme location . 2. View from Grosvenor Crescent: Retained Facade 3. View from the Mews: New Facade

11-15 Grosvenor Crescent Outline Specification May 2014

10-069 | 11-15 Grosvenor Crescent

Flanagan Lawrence

Location: Belgravia, London Client: Wainbrige Estate Belgraviaral Ltd Involvement: Senior Architect - Flanagan Lawrence

$ * - $ * 3 3$

B 8? .

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B > ? ; , = .+&

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â&#x20AC;&#x153;Facade Designâ&#x20AC;?

B = 6:+& 66 A ; , 2? 1 > > A

> ) " )

, > ) " )

= $ > + 2 8 = 0 ; ' ) " )

1 GA Plan 2. Facade: Part Elevation (revit) 3. Brickwork and â&#x20AC;&#x153;projecting windowsâ&#x20AC;? 4. Elevation 4 4

3 4

Residential

11-15 Grosvenor Crescent

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner.

Key Principle for calculation

Purge Venting

Each habitable room has at least one opening vent. If windows and doors open 30 degrees or more, the area of the opening part of the vent is equal to 1/20th (5%) of the floor area (Part F ‐ Appendix B). Habitable room area is equal to the floor area minus exclusion. Mechanical Ventilation system is continually operating.

W1 ‐ Bottom Hung / Automated W2 ‐ Top Hung / Manual W2A ‐ Top Hung / Automated W3 ‐ Side Hung / Manual W4 ‐ Parallel Opening / Automated

Utility / Corridor

Exclusion

Not Purge Venting / Mechanical

Bedroom

16.51 m2

17.10 m2

0.82 m²

0.86 m²

U1-00-12

U1-00-13

Bedroom

17.73 m2

Bedroom

Master Bedroom

18.09 m2

18.64 m2

Bedroom

18.85 m2

27.34 m2

13.74 m2

0.89 m²

U2-00-11

U2-00-12

Purge Vent Min Purge Vent Min Area Required Area Required 0.92 m²

1.37 m²

0.69 m²

U3-00-11

U3-00-12

U12-00-13

U12-00-14

1160 1110

1110 1160

1151 1101

L00-4-W3

L00-6-W3

1160

L00-7-W3

612 562

L00-8-W3 L00-9-W3

L00-5-W3

Purge Vent Min Area Required

612 562

L00-10-W3

48.23 m2

2.41 m² U12-00-01 612 562

L00-13-W3

612 562

1812 1055 707

L00-11-W3

Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

Rev:

L00-14-W3 L00-15-W3

L00-16-W3

1101 1151

L00-2-W3

U12-00-17 Kitchen 20 m²

L00-17-W3

Notes:

Date:

Update to F1 Tender Issue 3200 Series

17.12.15

Dwn: AO

Iss: ME

851 901

L00-3-W3 ing ck Open 1300 Bri

These drawings are to be read in conjunction with all Flanagan Lawrence Drawings and Specifications, Interior Design Drawings and Material Schedules, M&E and Structural Drawings, Reports and Specifications.

Purge Vent Min Area Required

1812 1055 707

L00-12-W3

To be read in conjunction with "Purge Ventilation Area verification" by Colorminium

Habitable Area

Purge Vent Min Area Required

1812 1055 707

Notes:

Living

0.94 m²

612 562

1812 707 1055

1160 1110

1812 707 1055 612 562

Bedroom

612 562

Habitable Area

Bedroom

Purge Vent Min Purge Vent Min Area Required Area Required

Purge Vent Min Area Required

Habitable Area

Ordnance Survey data contained herein is for use on this project only. Third parties involved in this project wishing to reproduce this data,for the purposes of said project, may do so on display of the following: © Crown Copyright All rights reserved 2010 License No 0100031673

DR1 ‐ Hinge door / Bronze anodised aluminium DR2 ‐ Hinge door / Glass DR3 ‐ Sliding door / Single Leaf DR4 ‐ Sliding door / Double Leaf

1160 1110

Habitable Area

Habitable Area Habitable Area

1110 1160

Habitable Area Habitable Area

1160 1110

Utility / corridors Mechanical Vent (Ktchen / Bathroom etc) (Part F1‐5.7) Full height (floor to ceiling) wardrobes and cupboards

1110

• • •

1110 1160

• • • •

Window/Door Types

FCU

L00-1-W2A

15 m²

? ?

U12-00-09 Corridor

UNIT 12

U12-00-11 Master Dressing

21 m²

4 m²

8 m²

10 m²

1688

3 m²

587

1542 3368

1188

U12-00-05 Powder Room

1686

1535 3273

14 m²

3323

UNIT 2

U12-00-08 AV

U12-00-07 Lobby

2 m²

Habitable Area

C-02 Lift 2

UNIT 3

5 m²

U2-00-07 Living / Dining

UNIT 1

3 m²

U12-00-06 Foyer

1587

U12-00-04 Lobby

C-00-03 Lobby

36 m²

962

U1-00-08 Corridor

U1-00-10 Dressing

U12-00-12 Master Bathroom

5 m²

550 600

Office

550 600

15.82 m2

Purge Vent Min Area Required

UNIT 5 C-01 Lift 1

U1-00-07 Living / Dining

5 m²

Coats

L00-18-W2

U12-00-03 Bathroom

0.79 m²

4 m²

U12-00-02

962

42 m²

1960 3934

0.5m2 required to top of Atrium Roof for Purge Ventilation. Refer to calculations by Cundall 'Project Falcon ‐ Grand Apartment Purge Vent Calc' 150514

5 m²

6 m²

U2-00-08 Corridor

6 m²

U12-00-10 Lobby

4 m²

U3-00-10 Bathroom

7 m²

5 m²

U3-00-13 Lobby

7 m²

5 m²

6 m²

4 m²

U1-00-15 Bathroom

U1-00-09 Lobby

U2-00-09 Lobby

U2-00-10 Bathroom

U1-00-14 Lobby

8 m²

U12-00-18 Laundry

4 m²

2 m²

U3-00-14 Bathroom

4 m²

U12-00-16 Bathroom

U12-00-15 Lobby

Lighting

U1-00-11 Bathroom

U2-00-14 Bathroom

U2-00-13 Lobby

U2-00-06 Kitchen

26 m²

C-00-04 Lobby

29 m²

U4-00-06 Master Dressing

7 m²

15 m²

U1-00-05 Cloak

3 m²

RUBBISH

Lighting

U4-00-02 Laundry 4 m²

Entrance Hall

14 m²

C-00-06 Cloak

Entrance Hall

4 m²

2 m²

Entrance Hall

5 m²

2 m²

U4-00-12 Kitchen

U4-00-10 Dressing

U4-00-09 Bathroom

2 m²

4 m²

6 m²

GARBAGE DISPOSAL

18 m²

U4-00-13 Bedroom

DISHWASHER

U3-00-03 Powder Room

U2-00-03 Powder Room

U4-00-11 Circulation

5 m²

U1-00-03 Powder Room

WINE FRIDGE

Lighting

U1-00-02 Corridor

FREEZER

Key / Location:

19 m²

3 m²

4 m²

U1-00-04 PantryFCU

U3-00-04 Pantry

U2-00-04 Pantry

16 m²

3 m²

U4-00-04 AV

REFRIGERATOR

U2-00-05 Cloak

U4-00-07 Master Bedroom

U4-00-08 Lobby

2 m²

C-00-02 Corridor

Lightwell

15 m²

6 m²

C-00-05 Escape stair

FCU

UNIT 1

U4-00-05 Master Bathroom

Lighting

UNIT 3

UNIT 2

Lighting

U4-00-03 Corridor

5 m²

Lighting

26 m²

U1-00-06 Kitchen

Consultants:

U3-00-06 Kitchen

14 m²

COFFEE MICROWAVE STEAM OVEN WARMING DRAWER

C-00-07 WC 2 m²

C-00-01 Lobby

Study

37 m²

U4-00-01 Living / dining

C-00-08 Reception

36 m²

14 m²

U4-00-15 Cloak

U4-00-14 Powder Room 3 m²

3 m²

ISSUED FOR:

TENDER

UNIT 4

Foyer Foyer

MAIN ENTRANCE

? ?

Foyer

U4-00-16 Foyer 10 m²

66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

www.flanaganlawrence.com E info@flanaganlawrence.com

Client:

Wainbridge Estates UP Lightwell Lightwell

Lightwell

Lightwell Lightwell

Project:

11-15 Grosvenor Crescent Drawing Title:

Purge Ventilation Ground Floor Plan Drawn By:

GAs - L000-Purge Vent 1 : 100

Issued By:

Internal Project Code:

10-069 Drawing No:

Date of First Issue:

FL-A-DR-21-100

17.12.15 Scale @ A1:

As indicated Revision:

EWG 151(H11) -GLP 116(L40) -EWL 211(L13) -DRG 202(H11) GLP 126(L40)-GLP 422(L42) -BAL 106(L32) -GLP 111(L40)

SYSTEM 7:

EWG 151(H11) -GLP 111(L40) -GLP 401(L42) -EWL 211(L13) DRG 202( H11) -GLP-301(L42) -EWG 751(H11)

SYSTEM 8:

SYSTEM 3:

EWG 151(H11) -GLP 111(L40) -GLP-422(L42) -GLP-126(L40) -GLP-401(L42) EWG 751(H11)

GLP - 401 (L42) Aluminium composite panel "Bronze anodised"

SYSTEM 4:

EWG 151(H11) - GLP 116(L40) - GLP 401(L42) - GLP 422(L42) -EWG 751(H11) DRG 202(H11) - ESL 151 (H11) -Living Green Wall -BAL 106(L32) -GLP 1(L40)

SYSTEM 1:

SYSTEM 2:

SYSTEM 5:

EWG 751(H11) - GLP 116(L40)

SYSTEM 6:

EWL211(L13) - ESL 151 (H11)

ESL 151(H11)

RFS 421(L13) -Structural glass

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner. Ordnance Survey data contained herein is for use on this project only. Third parties involved in this project wishing to reproduce this data,for the purposes of said project, may do so on display of the following: ÂŠ Crown Copyright All rights reserved 2010 License No 0100031673 Notes:

GLP - 126 (L40) Translucent Glass GLP - 422 (L42) Opaque/Back coated Glass "Look-Alike" MBR - 101 (F10) Brickwork MST - 101 (F10) Stonework

21-Series Key - Envelope Scope

1 : 100

Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

Rev: 0

U10-04-05 Foyer

U11-04-03 Foyer

U11-04-07 Family Room

Unit 11

Unit 09

Notes: Work in Progress

Date: 24.02.15

Dwn: AO

Iss: CB

Bridge

U8-02-25 Foyer

U9-03-03 Foyer

U9-03-14 Library

U6-02-30 Foyer

U7-02-14 Foyer

U7-02-13 Library

Bridge

Unit 07

Consultants:

Bridge

Unit 01

U5-01-23 Foyer

U5-01-07 Lobby

Unit 02

U5-01-22 Lobby

Unit 05

Unit 03

9316

Key / Location:

14552

Bridge

Bridge Unit 12 C-02 Lift 2

U1-00-07 Living / Dining

? ?

U12-00-06 Foyer

U1-LG-07 Dry Sauna

U1-LG-08 Steam

U1-LG-14 Corridor

U2-LG-07 Dry Sauna

U12-00-02 Office

U3-00-07 Living / Dining

C-LG-01 Lobby U1-LG-06 Lounge

U12-00-04 Lobby

U2-LG-13 Circulation

U3-LG-06 Studio Bathroom

U3-LG-08 Circulation

U3-LG-14 Corridor

Sitting/Meeting Room

C-LG-19 Lobby

ISSUED FOR:

CONSTRUCTION TENDER INFORMATION

C-B1-01 Car Park

U2-B1-01 Storage

C-B1-01 Car Park

C-B1-03 Lobby

C-B1-05 Spa www.flanaganlawrence.com E info@flanaganlawrence.com

66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

Client: C-B1A-01 Car Park

S-B2-01 Plant

C-B1A-01 Car Park

U2-B1A-01 Storage

C-B1A-01 Car Park

C-B2-04 Corridor

C-B1A-14 Lobby

C-B1A-01 Car Park

C-B2-04 Corridor

S-B2-18 Corridor

Wainbridge Estates

S-B2-08 Plant

Project:

11-15 Grosvenor Crescent Drawing Title:

Cladding Scope Sections GG Drawn By:

Issued By:

Internal Project Code:

10-069

Section GG_Cladding Scope 1 : 100

Date of First Issue:

Drawing No:

FL-A-DR-21-304

24.02.15 Scale @ A1:

1 : 100 Revision:

SYSTEM 1:

EWG 151(H11) ‐GLP 116(L40) ‐EWL 211(L13) ‐DRG 202(H11) GLP 126(L40)‐GLP 422(L42) ‐BAL 106(L32) ‐GLP 111(L40)

SYSTEM 7:

ESL 151(H11)

SYSTEM 2:

EWG 151(H11) ‐GLP 111(L40) ‐GLP 401(L42) ‐EWL 211(L13) DRG 202( H11) ‐GLP‐301(L42) ‐EWG 751(H11)

SYSTEM 8:

RFS 421(L13) ‐Structural glass

SYSTEM 3:

EWG 151(H11) ‐GLP 111(L40) ‐GLP‐422(L42) ‐GLP‐126(L40) ‐GLP‐401(L42) EWG 751(H11)

GLP ‐ 401 (L42) Aluminium composite panel "Bronze anodised"

SYSTEM 4:

EWG 151(H11) ‐ GLP 116(L40) ‐ GLP 401(L42) ‐ GLP 422(L42) ‐EWG 751(H11) DRG 202(H11) ‐ ESL 151 (H11) ‐Living Green Wall ‐BAL 106(L32) ‐GLP 1(L40)

SYSTEM 5:

EWG 751(H11) ‐ GLP 116(L40)

SYSTEM 6:

EWL211(L13) ‐ ESL 151 (H11)

GLP ‐ 126 (L40) Translucent Glass GLP ‐ 422 (L42) Opaque/Back coated Glass "Look‐Alike" MBR ‐ 101 (F10) Brickwork MST ‐ 101 (F10) Stonework A.

21-Series Key - Envelope Scope 1 : 100

Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

Rev: 0

Notes:

Date:

Work in Progress

24.02.15

Dwn: AO

Iss: CB

Consultants:

Key / Location:

ISSUED FOR:

CONSTRUCTION TENDER INFORMATION

66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

www.flanaganlawrence.com E info@flanaganlawrence.com

Client:

Wainbridge Estates

Project:

11-15 Grosvenor Crescent Drawing Title:

Cladding Scope North West Elevation

North West Elevation - Cladding Scope 1 : 100

Drawn By:

Issued By:

Internal Project Code:

10-069 Drawing No:

Date of First Issue:

FL-A-DR-21-302

24.02.15 Scale @ A1:

1 : 100 Revision:

Disclaimer: Do not scale from this drawing. 0212019

Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without

FFL +28.50

permission of the owner.

+28.35 EWG - 201

EWG - 201

GLP - 126

GLA - 624

EWG - 201

Notes:

GLP - 126 GLA - 624

EWG - 201

GLP - 126

586

0212019

EWG - 201

GLP - 126

FCL +27.35 GLA - 633

GLA - 633

GLA - 634

EWB - 133

GLA - 633

GPL - 401

GLA - 634

EWB - 133

0212019

A_21_840

0212019

GLP - 401

3900

EWG - 201 EWG - 201

EWG - 201

GLP - 126

EWG - 201

GLP - 126 GLA - 626 GLA - 626

GLA - 626

GLP - 126

GLA - 600

Date:

Dwn:

Iss:

First Issue

25.11.13

Draft Stage D Issue

20.12.13

Stage D Issue

10.01.14

Updated Info

29.01.14

JCI

Draft Stage E Issue

07.03.14

Stage E Issue

21.03.14

2153

4485

EWG - 201

Rev: Notes:

EWG - 201

GLP - 126

GLA - 623

GLA - 623 1458

EWG - 201

GLP - 126

GLA - 625

GLA - 630

EWG - 201 GLP - 126 GLA - 623 1452

A21_531

EWG - 201

GLP - 402 GLP - 401

670 0212019

FFL +24.60

EWG - 201

GLP - 126

GLA - 624

EWG - 201

GLP - 126

807

GPL - 401

EWG - 201

806

+24.45

GLA - 624

0212019

FCL +23.45

interstitial bay - elevation (4th floor)

1:25@A1 - 1:50@A3

GLP - 401

EWG - 201

GLP - 126

GLA - 600

interstitial bay - section (4th floor) 1:25@A1 - 1:50@A3

GLP - 401

EWG - 201 GLP - 126 Consultants:

GLA - 600 90604-T02

0212020

90604-E01

0212130

1243

1500

1243

Stage E

90604-T01

FFL +28.50 90604-T02

1500

90604-E01

+28.35

0212130

0212020

1500

90604-T02

90604-E01

0212130

90604-T01

90604-T01 0212019

0212019

EWG - 201 Power bollard

90604-T02

EWG - 201 0212130

GLP - 121

90604-T01

GLP - 126 GLA - 624

Key / Location:

GLA - 626 90604-T02

90604-T02

0212130

90604-T01 0212019

750

EWB - 133

FCL +27.35

EWB - 133 EWG - 201 90604-T02

0212130

GLP - 126

EWG - 201

1640

1500

90604-E01

GLP - 126

90604-T01

GLA - 626 EWG - 201

GLA - 630 EWG - 201

GLP - 126

GLA - 600

A21_531

EWG - 201

GLP - 126

3040

EWG - 201 GLP - 126 GLA - 600

EWG - 201

GLP - 126

GLA - 600

EWG - 201 GLA - 623

GLA - 623

GLA - 623 GLP - 126

1453

GLP - 121

1400

1500

EWG - 201

GLA - 630

GLA - 623

66 Porchester Road, London W2 6ET, UK

742

GLP - 402

T +44 (0) 20 7706 6166

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F +44 (0) 20 7706 6266

E info@flanaganlawrence.com

573

0212019

Client:

Development Securities

FFL +24.60 90604-T02

90604-T02

90604-E01

215

150

+24.45

0212130

0212020

EWG - 201

90604-E01

0212130

90604-T01

90604-T01 0212019

0212019

GLP - 121 365

1243

1500

1242

150

EWG - 201 90604-T02

0212130

A21_531

1322

GLP - 126 EWG - 201

90604-T01

EWG - 201

GLA - 600 GLP - 121

line of slab edge

A21_531

807

750

GLA - 600

GLP - 401

GLP - 126

GLA - 624

Project:

90604-T02

GLA - 600

90604-T02

0212130

12 Hammersmith Grove

90604-T01 0212019

GLP - 401 EWB - 133

Drawing Title:

FCL +23.45

EWB - 133

cladding - LAYOUTS 90604-T02

SW interstitial bay - DESIGN INTENT

90604-E01

GLP - 401

EWG - 201 GLP - 121 GLA - 600

750

0212130

EWG - 201

GLP - 126

GLA - 600

90604-T01

plan, section and elevation

EWG - 201 GLP - 126

Drawn By:

GLA - 640

AW Project No:

interstitial bay - plan (4th floor) 1:25@A1 - 1:50@A3

interstitial bay - section (4th floor) 1:25@A1 - 1:50@A3

interstitial bay - section 1:25@A1 - 1:50@A3

013-019 Drawing No:

A_21_531

Issued By:

Date of First Issue:

25.11.13

Scale @ A1:

1 : 25 Revision:

EWG-201 GLP-126 GLA-634

EWG-201 GLP-126 GLA-640

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner.

EWG-201 GLP-126 GLA-640

Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4: Notes:

19 20 30 40

Date:

Draft Stage D Issue Stage D Issue Draft Stage E Issue Stage E

20.12.2013 10.01.2014 07.03.2014 21.03.2014

Dwn:

Iss:

IL IL AW AW

GC GC GC GC

EWG-201 GLP-126 GLA-620

EWG-201 GLP-126 GLA-633 EWG-201 GLP-126 GLA-625

EWG-201 GLP-126 GLA-630

Consultants:

DRG-211 GLA-625 EWG-201 GLP-126 GLA-626

Key / Location:

EWG-201 GLP-121 GLA-600

EWG-201 GLP-126 GLA-623

EWG-201 GLP-126 GLA-600

EWG-201 GLP-126 GLA-624

66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

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Client:

Development Securities

Project:

12 Hammersmith Grove (North Building) Drawing Title:

3D-8-Clad-Interstitial Bay-SW

Cladding Layouts Interstitial Bay A-1

1:1

Drawn By:

IL Project No:

13-019 Drawing No:

A_21_530

Issued By:

Date of First Issue:

20.12.2013 Scale @ A1:

1:1 Revision:

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner.

Notes:

EWG-201

GLP-126

slab endge outline below

100

Rev: Notes:

101522

150

Dwn:

Iss:

Draft Stage D Issue

20.12.13

Stage D Issue

10.01.14

Draft Stage E Issue

07.03.14

Stage E Issue

21.03.14

215

finished floor in level with transom

Date:

fire stopping

150

black EPDM gasket

GLP-126

EWG-201

GLP-126

EWG-201

100

fire stopping

165

215

1150

RAL9006 PPC steel sheet bulk head closure

1:5@A1 - 1:10@A3

850

mullion detail - plan

Consultants:

Stage E

Key / Location:

RAL9010 PPC steel sheet stepped ceiling detail

roller blind slab endge outline

100

820

215

RAL9006 PPC steel sheet bulk head closure

66 Porchester Road, London W2 6ET, UK T +44 (0) 20 7706 6166

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F +44 (0) 20 7706 6266

E info@flanaganlawrence.com

Client:

Development Securities

black EPDM gasket

EWG-201

GLP-126

EWG-201

GLP-126

EWG-201

Project:

12 Hammersmith Grove Drawing Title:

CLADDING DETAILS TYPICAL OFFICE FLOOR SLAB EDGE Drawn By:

slab-edge detail - section 1:5@A1 - 1:10@A3

mullion detail - reflected ceiling plan

Project No:

1:5@A1 - 1:10@A3

013-019 Drawing No:

A_21_720

Issued By:

Date of First Issue:

20.12.2013 Scale @ A1:

1:5 Revision:

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner.

Notes:

EWG-201

GLP-126

Rev: Notes:

Date:

Dwn:

Iss:

Stage D Issue

10.01.14

Draft Stage E Issue

07.03.14

Stage E

07.05.14

finished floor level aligned with t/o transom

150

181

150

FFL varies

window sprinkler head

471

Status:

1150

window sprinkler head hole

CDM Regulations Hazards

Date

Added

Mitigated Date

A'ment

RAL9006 PPC steel sheet bulk head closure

216

850

No risks

Key / Location:

165

66 Porchester Road, London W2 6ET, UK T +44 (0) 20 7706 6166

www.flanaganlawrence.com

F +44 (0) 20 7706 6266

E info@flanaganlawrence.com

Client:

DEVELOPMENT SECURITIES EWG-201

GLP-126

Project:

HAMMERSMITH GROVE,

SOUTH BUILDING Drawing Title:

CLADDING DETAILS TYPICAL OFFICE FLOOR SLAB EDGE - Sprinkler Head

Drawn By:

slab-edge detail with Sprinkler head - section 1:5@A1 - 1:10@A3

ME Project No:

13-019 Drawing No:

A_21_721

Issued By:

Date of First Issue:

20.12.2013 Scale @ A1:

Scale @ A3:

1:5 Revision:

The Embankment, Greengate stage C report FINAL - DOCUMENT 1: SCHEME PROPOSALS

9th April 2014 ref: 10-015

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner. Ordnance Survey data contained herein is for use on this project only. Third parties involved in this project wishing to reproduce this data,for the purposes of said project, may do so on display of the following: ÂŠ Crown Copyright All rights reserved 2010 License No 0100031673 Notes:

Plant Screen A_Z2-21_520

Typical Corner - Roof A_Z2-21_470

Typical Curtain Walling A_Z2-21_440

Plant Screen A_Z2-21_520 Please refer to the current Risk Register held by the main contractor on 4Projects Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

Rev: 1 2 3

Notes:

Date:

Draft Issue Stage D Issue Tender Issue

23.05.2014 20.06.2014 08.08.2014

Dwn:

Iss:

AT AT AT

Plant Screen A_Z2-21_520

Typical Curtain Walling Corner A_Z2-21_460

Typical Curtain Walling A_Z2-21_440

Consultants:

Key / Location:

Ground Floor General A_Z2-21_420

Retail Unit 1 A_Z1-21_430

Retail Unit 1 A_Z1-21_420

66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

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Client:

Ask Property Developments Retail Unit 1 A_Z1-21_410 Project:

Embankment, Greengate, Phase 1 East Drawing Title:

Key Area Diagram 3D

External Cladding Key Area Diagram 01 The Hub A_Z1-21_400

The Hub - Pavillion A_Z2_21_480

The Hub A_Z1_21_400

Retail Unit 2 A_Z1-21_440

Drawn By:

Project No:

Issued By:

Date of First Issue:

Dec 2013

Scale @ A1:

10-015 Drawing No:

A-Z0-21-001

Revision:

MBR-101

GLP-332

EWG-101

GLP-121

GLP-121 MBR-101

GLP-332

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner. Ordnance Survey data contained herein is for use on this project only. Third parties involved in this project wishing to reproduce this data,for the purposes of said project, may do so on display of the following: ÂŠ Crown Copyright All rights reserved 2010 License No 0100031673 Notes:

MBR-101

MBR-101 Please refer to the current Risk Register held by the main contractor on 4Projects

MAC-961

Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

Rev: 1 2 3

Notes: Draft Issue Stage D Issue Tender Issue

Date: 23.05.2014 20.06.2014 08.08.2014

Dwn:

Iss:

AT AT AT

GLP-332

EWG-101

GLP-121

Consultants:

GLP-402

Key / Location:

DRG-182 GLP-402 GLP-332

EWG-101 GLP-121

66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

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Client:

MBR-101

Ask Property Developments

MBR-101

Project:

Embankment, Greengate, Phase 1 East Drawing Title:

Retail Unit 1 3D

External Cladding Lower Level -Retail Unit 01 Design Intent 3d view Drawn By:

Project No:

Issued By:

Date of First Issue:

Dec 2013

Scale @ A1:

10-015 Drawing No:

A-Z1-21-420

Revision:

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner.

G MBR-101 (F10)

MAC-961 (F30)

FFL 36.540 m 00-PODIUM LEVEL

Notes:

MBR-101 (F10)

FFL 36.540 m 00-PODIUM LEVEL

MBR-101 (F10)

1 Z1-21-710

Please refer to the current Risk Register held by the main contractor on 4Projects

EWG-101 (H11)

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

GLP-332 (L42)

EWG-101 (H11)

Rev:

GLP-332 (L42)

RFS-301 (H43)

1 2 3 4

870

GLP-332 (L42)

Information Exchange 1:

Z1-21-423

Notes: Draft Issue Stage D Issue Tender Issue Cladding Package Updated Tender Issue

Date: 23.05.2014 20.06.2014 08.08.2014 18.08.2014

Dwn:

Iss:

AT AT AT AT

EWG-101 (H11) GLP-121 (L40)

FFL 33.050 m OFFICE MEZZANINE

FFL 32.040 m LOWER LEVEL B1

FFL 30.650 m OFFICE LEVEL

3669 280

FFL 32.040 m LOWER LEVEL B1

130 150

FFL 33.050 m OFFICE MEZZANINE

4385

FFL 33.050 m OFFICE MEZZANINE

EWG-101 (H11)

GLP-332 (L42)

234

EWG-101 (H11)

Z1-21-423

GLP-332 (L42)

Consultants:

EWG-101 (H11) GLP-332 (L42)

430

555

900 Key / Location:

FFL 29.120 m LOWER LEVEL B2

FFL 29.120 m LOWER LEVEL B2 DRG-184 (H11)

EWG-101 (H11)

2631

2651

3176

DRG-184 (H11)

Sim

Z1-21-422

GLP-121 (L40)

27.800 m

FFL 27.250 m PODIUM RETAIL & OFFICE

MBR-101 (F10)

26.900 m

Elevation - Retail Unit 01

MBR-101 (F10)

26.900 m

26.855 m

66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

Z1-21-421

1 : 25

Section - Retail Unit 1 1 : 25

Section - Retail Unit 01

Ask Property Developments

1 : 25

CL CL MJ

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Client:

CL MJ

112

277 1360 clear opening

2905

112

20 900

778

920 20

Drawing Title:

120 20

6075

1 Z1-21-720

RFS - 301 (H43)

120

665

Embankment, Greengate, Phase 1 East

920

900

101 214

277

Project:

915

4245

1 : 25

RCP - Retail Unit 01 - Level B3 1 : 25

Drawn By:

915

Project No:

6075

Plan-Retail Unit 01 - Level B3

External Cladding Lower Level - Retail Unit 01 Plan, Elevation and Section

10-015 Drawing No:

A-Z1-21-421

Issued By:

Date of First Issue:

Dec 2013

Scale @ A1:

1 : 25 Revision:

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner. Ordnance Survey data contained herein is for use on this project only. Third parties involved in this project wishing to reproduce this data,for the purposes of said project, may do so on display of the following: ÂŠ Crown Copyright All rights reserved 2010 License No 0100031673 Notes:

Please refer to the current Risk Register held by the main contractor on 4Projects

415

455

GLP-331 (L42)

RFS-301

Information Exchange 1:

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

Rev: 1 2

Notes: Stage D Issue Tender Issue

Date: 20.06.2014 08.08.2014

Dwn:

Iss:

AT AT

Encapsulated rigid foam insulation GLP-402 (L42)

271

Aluminium capped Curtain walling Stick system to Window Box. Thermally broken Kawneer AA100 or similar. PPC pressed metal downstand panel CW restraint bracket Plasterboard ceiling MF system

GLP-121 (L40)

Section - Retail Unit 01 1:5

Double glazed glass unit

Timber floor to form substrate for carpet. Pack timber to underside of carpet as required.

Pressed restraint mechanical fixing back to backline panel

Fixing back to main structure to Structural Engineer design

Metsec or similar secondary steelwork approx 200mm zone to support timber floor boards.

Silicon seal

Consultants:

FFL 30.650 m OFFICE LEVEL

PPC pressed metal panel Aluminium capped Curtain Wall to retail screen. Thermally broken. Transom to be steel reinforced to support glazing panel.

210 ZONE FOR MET SEC + INSULATION Key / Location:

35 20

120

730

250

GLP-331 (L42)

210

RFS-301 (H43)

30.100 m

Aluminium capped Curtain Wall to retail screen. Thermally broken Kawneer AA100 or similar. Indicative ductwork 66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

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Client:

Retail Signage 550

Ask Property Developments

Pressed metal panel to take individual letter Signage by others Outline brickwork

Project:

Embankment, Greengate, Phase 1 East Drawing Title:

Aluminium capped Curtain Wall to retail screen. Double glazed glass unit

29.550 m

External Cladding Lower Level - Retail Unit 01 General Details 02 Drawn By:

Project No:

Section - Retail Unit 01 1:5

10-015 Drawing No:

A-Z1-21-423

Issued By:

Date of First Issue:

Dec 2013

Scale @ A1:

1:5 Revision:

Disclaimer: Do not scale from this drawing. Check all dimensions on site before fabrication or setting out. This document is copyright and may not be reproduced without permission of the owner. Ordnance Survey data contained herein is for use on this project only. Third parties involved in this project wishing to reproduce this data,for the purposes of said project, may do so on display of the following: ÂŠ Crown Copyright All rights reserved 2010 License No 0100031673 Notes:

Please refer to the current Risk Register held by the main contractor on 4Projects

EWG-101 (H11) GLP-121 (L40)

Information Exchange 2:

Information Exchange 3:

Information Exchange 4:

Rev:

107

1 2

Notes: Stage D Issue Tender Issue

Date: 20.06.2014 08.08.2014

Dwn:

Iss:

AT AT

press metal ppc cill

Information Exchange 1:

Knauf C channel secured to Knauf Universal Bracket MBR-101 (F10)

150mm Concrte wall upstand

Rigid insulation with integral vapour barrier 103

100

28 12

Waterproofing membrane dressed up to face of concrete wall upstand Engineering brickwork to outer leaf - MBR-101

FFL 27.250 m PODIUM RETAIL

dpc Weep holes minimum 150mm above grade@ max 900 centres.

dpc Consultants:

External FFL varies

100

26.900 m

26.800 m Key / Location:

Concrete slab DPM 50 mm Rigid Insulation Kingspan Styrozone H350 R Sand blinding 50 mm Rigid Insulation Kingspan Styrozone H350 R.

protective cementicious board

Hardcore

protective boarding 66 Porchester Road, London, W2 6ET T +44 (0) 20 7706 6166 F +44 (0) 20 7707 6266

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Client:

Ask Property Developments

Project:

Embankment, Greengate, Phase 1 East Drawing Title:

External Cladding Lower Level - Retail Unit 01 General Details

Detail Section - Retail Unit 01 (demountable flood defence) 1:5

Drawn By:

Project No:

10-015 Drawing No:

A-Z1-21-422

Issued By:

Date of First Issue:

Dec 2013

Scale @ A1:

1:5 Revision:

KC1 & HF1

LOTS ROAD POWER STATION & LAND AT THAMES AVENUE DEVELOPMENT - DESIGN REVIEW 2016

KC1 & HF1 -Design Review Key Points

4 1 BALCONY REVEAL - TENDER

3 2

1 - SPANDRELS AT FLOOR LEVELS: CHANGE SHADOW BOX SPANDRELS TO BACK PAINTED GLASS . 2 - BALCONY REVEALS : CHANGE BACK PAINTED GLASS TO SHADOW BOX.

BALCONY REVEAL - DESIGN REVIEW

3 - HORIZONTAL LOUVRES AT SLAB LEVEL : MOVE FACE BACK 50MM 4 - BOTTOM TRANSOM AT FLOOR LEVELS : DIFFERENCE IN COVER CAP THICKNESS AND /COLOUR TO BE CONSIDERED IN THE DESIGN DEVELOPMENT STAGE

LOTS ROAD POWER STATION & LAND AT THAMES AVENUE DEVELOPMENT - DESIGN REVIEW 2016

HF1-Tender Model - Typical Cladding Module

VERTICAL FIN

LOTS ROAD POWER STATION & LAND AT THAMES AVENUE DEVELOPMENT - DESIGN REVIEW 2016

HORIZONTAL FIN