ArchitecturePortfolio

Sam Martin Architecture Portfolio PROFESSIONAL PRACTICE

ACADEMIC

01

Vulcan Wharf

Residential, mixed-use

06

Glaciological Research Centre

02

Maggie’s Centre

• Cultural

07

Cinematic Projections

03

Fairway

04

Jews Row

05

Sturry Street

•

• Residential • Residential, mixed-use • Residential

Sam Martin - Architecture Portfolio

1

01

Vulcan Wharf

Residential / Mixed-use

Part of a larger scheme in collaboration with Assael Architects, Vulcan Wharf is a proposed mixed-use scheme on a former industrial site in Stratford. The architectural language is inspired by the industrial heritage of the site, and the unique composition of the ‘sentinel tower’ is a byproduct of the site boundary as well as strict right to light requirements for neighbouring developments.

Category RIBA Stages

Project Duration Location

Mixed-Use

Indesign

Rhino

12 months

Illustrator

Microstation

Stratford, London

Photoshop

1-3

Vulcan Wharf

3

Vulcan Wharf

4

Vulcan Wharf

5

Vulcan Wharf

6

Vulcan Wharf

7

02

Maggie’s Centre Cultural

A proposed extension to an existing Maggie’s Centre, the design draws influence from a previous extension designed by MJP Architects, which had been conceived as an elaborate piece of cabinetry. The design features various interlocking elements interspersed with glazing providing playful vistas; a rammed earth plinth upon which rests a capsule-shaped, scallop-profiled concrete element.

Category RIBA Stages

Project Duration Location

Cultural

Indesign

Rhino

6 months

Illustrator

Microstation

Cheltenham

Photoshop

2

Maggie’s Centre

9

03

Fairway

Residential

A residential project featuring a variety of tenure types, this project explored interspersing denser typologies around more intimate, “homestead” typology whereby private houses face onto a communal garden.

Category RIBA Stages

Project Duration Location

Residential

Indesign

Rhino

6 months

Illustrator

Microstation

London

Photoshop

1-3

Fairway

11

Fairway

12

Fairway

13

04

Jews Row

Mixed-use / Resi

Primarily a feasibility study for a client in the process of purchasing a plot of land, the scheme consists of a mixed-use programme on a former industrial site. 3 towers extrude from a shared podium which itself wraps around a public thoroughfare, providing commercial space and residential units.

Category RIBA Stages

Project Duration Location

Residential

Indesign

Rhino

6 months

Illustrator

Microstation

London

Photoshop

1-2

Jews Row

15

05

Sturry Street Residential

A small scheme providing 7 apartments between two blocks in a conservation area, consisting of a standalone “villa” and an extension to a 1970s terrace row. Precast window surrounds, GRC-clad overhanging eaves, feature brickwork and bespoke metalwork create a playful, shared language between the two blocks.

Category RIBA Stages

Project Duration Location

Residential

3-4

Indesign

10 months

Illustrator

London

Photoshop

Revit

Sturry Street

17

7

6 5 4

3938 W06

4595

1135 1228

W10

1050

394

1050

1698

D01

394 1228

W01

1068 920

ID02

1350

ID04

4595

1135

ID03 Storage 1.6 m²

W /D

1228

W02

1068

Bedroom 11.6 m²

E

1125

7 223101

1068

3385 5 212100

RWP

1258

2128

123

W03

3713 2189

5

360L

3478

6

6165

UKPN Store

7 360L

5288

360L

1228

360L

E

4

123

Stan2d

1228

ld 1no. Sheffie

1068

1

Hall 8.6 m²

2B3P Social Rent 61.1 m²

3 2 Bedroom 223100 7.8 m²

1575

5890

3198

W09

778

W /D

1462

920

271

ID09

6 1923 212200

1

920

920

609

1228

1697

F

1043

ID05

D05

F/F

D02

A

UP

1068

W13 W14

RW P

G

1 223101

ID01

ID06

Living, Kitchen, Dining 24.4 m²

1068

360L

Kitchen Type 01

1237

618 SVP

A

+5.800 m AOD

920

1228

1068

360L

ID08

1023

235

1800

4050

Low Ground Cover Planting

, Dining Living, Kitchen 26.4 m²

H

1043

ID07

Bathroom Type 01

D/W Ov en

W04

Ov en

Hall 8.1 m²

1068

2193

5488

5073

Kitchen Type 04

920

Storage 3.6 m²

1228 Space Amenity 7 Sq. m

D/W UP

ID11

1B2P Social Rent 52.6 m²

SVP

2485

1068

1228

W15

F/F

1050

2485

+5.800 m AOD

72

1068

W05

1050

D06

F

max 15sqm Playspace

1125

Storage 0.8 m²

nity Space 2353 Ame102 7 Sq. 2m D04

920

G

B

1228

1068

ID16

ID17

W12

600

920

2

1228 round Lower Glanting Cover P

2813

920 Bedroom 9.7 m²

Hall 4.7 m²

RW P

B

ID15

D07

440 225

2B3P ership Shared Own 61.5 m²

1360

1698

3778

1125

1360

H 5

7 212200

920

2373

777

ID14

1350

Storage 1.1 m²

ID12

1790

W/D

Living, Kitchen, Dining 23.5 m²

RW P

ID13

MVHR

5 212200

Kitchen Type 02

1022

563 123

618

788

2025

920

C

Bathroom Type 02

ID10

D03 1228

4 212200

Low Ground Cover Planting

Bathroom Type 04

SVP

C

1228

1068

5 223100

W11

Bedroom 12.5 m²

Bedroom 12.0 m²

Ov en

F/F

1238 Space Amenity 5 Sq. m

123

103

Sim 4 212200

RW P

W16

Low Ground Cover Planting

I

D

563

RW P

D/W

1068

618

2

1238

D

618 618

3 1

I

RW P

W08

RWP

W07

1125

778

778

572

778

2373

1258

2127

123

1012

Store Secure Bike

3

Acc. Bike

STAGE 4 Revision Date

Description

Issued

Checked

Notes

Disclaimers

P1 P2 P3 P4 P5 P6 P7 P8 P9 P10

Draft issue for consultants Stage 3 Issue Grid Lines Added Issue for Information Issue for Information Issue for Information Issue for Information Issue for Information Stage 4 Issue Stage 4 updates

SM SM SM SM SM SM SM SM SM SM

RH RH LD RH LD LD LD LD LD LD

Do not scale drawings. All dimensions should be checked on site. Errors to be reported to architect. To be read in conjunction with all relevant architects services and engineers drawings.

Fire Safety Design No information in this drawing/specification should be interpreted as design related to fire safety or fire performance. As required by the Professional Indemnity market we exclude any liability whatsoever for the fire safety of buildings, products, materials or systems and assume these will be by others such as a Fire Engineer and Specialist Contractor Design

Sturry Street

09 Mar 2021 19 Mar 2021 18 May 2021 18 June 2021 02 July 2021 16 July 2021 02 Aug 2021 11 Aug 2021 13 Aug 2021 23 Aug 2021

Contractors, sub-contractors and suppliers must verify any critical dimensions on site prior to fabrication of any building element. Any discrepancies are to be reported o the architect.

This drawing should be read in conjunction with all relevant specifications, engineers nd specialists consultants information. Any discrepancies must be reported prior to installation.

CDP Drawing Disclaimer This Design Drawing [when read with the Architectural Specification] indicates the visual intent with which the contractor must comply when undertaking the Detailed Design. The Contractor retains full responsibility for completing the Detailed Design and execution of the works [and for meeting the specified performance criteria].

Metropolitan Workshop 14-16 Cowcross Street London EC1M 6DG +44 (0) 20 7566 0450 www.metwork.co.uk

Project:

1825 - Sturry Street

Client:

Steadberry Restorations

Location

16 Sturry Street, London, E14 6DB

Title:

Proposed Ground Floor Plan

Current Revision Issue Date:

23 Aug 2021

Scale:

Drawing Number:

18

1 : 50 @ A1 Project

Originator

Volume

Level

Type

Role

Reference

STST

MET

ZZ

00

DR

A

101000

Suitability Revision

D1

P10

7

6

6 212100

5 4 778

2710 W22

618

D

Bathroom Type 02 Bedroom 12.4 m²

2587

920

1698

D01

394 1228

920

ID20

ID23

920

1068

1228

W17

778

3488

1135

618

RW P

778 W19

1013

E 2362

2935

778

2925

7

1228

6 360L

618

5175

2128

123

360L

W28

618

W18

RWP

360L

W27

618

920

ID33

E

6 223100 SVP

A

3488

1068

Bedroom 16.7 m²

920

Bathroom Type 02

1068

5

778

788

W20

920

ID32

ID30

1043

5953

2802

123

Hall 7.4 m²

Bedroom 12.4 m²

W29 RW P

600

4

3B5P Social Rent 52.2 m²

920

Bathroom Type 05

F

Storage 0.9 m²

ID22

Bedroom 12.8 m²

G

UP

(1st Floor)

920

A

ID18

F

ID34

SVP

ID25

2485

5513

128

1068

W31

Hall 6.6 m²

H

8 212100

er Water Ris

Bedroom 15.9 m²

1350

UP

2 223101

UP

1043

ID31

6

4 212101

W26

1068

F/F

1810

G B

W/D

1B2P ership Shared Own 50.1 m²

er Water Ris

ID24

Bedroom Redundant Room

+8.950 m AOD

Riser

B

Apartment Mirrored

H

Storage 1.5 m²

MVHR

RW P

7 212100 Storage 0.9 m²

1043

1068

1228

618

W32

778

, Dining Living, Kitchen 24.1 m²

W21

1350

Kitchen Type 05

600

394

C

RW P

Oven

3150

3B5P Social Rent 52.2 m²

1968

D/W

Hall 7.4 m²

3

RW P

D08 SVP

920

920

553 123

2128

1125

ID26

123 553

360L

3 241000

13 m²

1228

Private Amenity

920

FALL

D

3487

2025

RW P

W25

I

FALL

C

Bedroom 16.7 m²

1068

RW P

1068

1

618

SVP

3487

3 2

I

RW P

W24

RWP

2128

123

1012

778

W23

1228

2362

1360

4 3

2

1

STAGE 4 Revision Date

Description

Issued

Checked

Notes

Disclaimers

P1 P2 P3 P4 P5 P6 P7 P8 P9 P10

Draft issue for consultants Stage 3 Issue Grid Lines Added Issue for Information Issue for Information Issue for Information Issue for Information Issue for Information Stage 4 Issue Stage 4 updates

SM SM SM SM SM SM SM SM SM SM

RH RH LD RH LD LD LD LD LD LD

Do not scale drawings. All dimensions should be checked on site. Errors to be reported to architect. To be read in conjunction with all relevant architects services and engineers drawings.

Fire Safety Design No information in this drawing/specification should be interpreted as design related to fire safety or fire performance. As required by the Professional Indemnity market we exclude any liability whatsoever for the fire safety of buildings, products, materials or systems and assume these will be by others such as a Fire Engineer and Specialist Contractor Design

09 Mar 2021 19 Mar 2021 18 May 2021 18 June 2021 02 July 2021 16 July 2021 02 Aug 2021 11 Aug 2021 13 Aug 2021 23 Aug 2021

Contractors, sub-contractors and suppliers must verify any critical dimensions on site prior to fabrication of any building element. Any discrepancies are to be reported o the architect.

This drawing should be read in conjunction with all relevant specifications, engineers nd specialists consultants information. Any discrepancies must be reported prior to installation.

CDP Drawing Disclaimer This Design Drawing [when read with the Architectural Specification] indicates the visual intent with which the contractor must comply when undertaking the Detailed Design. The Contractor retains full responsibility for completing the Detailed Design and execution of the works [and for meeting the specified performance criteria].

Metropolitan Workshop 14-16 Cowcross Street London EC1M 6DG +44 (0) 20 7566 0450 www.metwork.co.uk

Project:

1825 - Sturry Street

Client:

Steadberry Restorations

Location

16 Sturry Street, London, E14 6DB

Title:

Proposed First Floor Plan

Current Revision Issue Date:

23 Aug 2021

Scale:

Drawing Number:

1 : 50 @ A1 Project

Originator

Volume

Level

Type

Role

Reference

STST

MET

ZZ

01

DR

A

101001

Suitability Revision

D1

P10

MW BIM Suitability Codes: A1, A2, An, etc. – Approved and accepted as Stage Complete, B1, B2, Bn, etc. – Partially signed-off, CR – As Construction Record documentation, S0 - Initial status or WIP, S1 - Suitable for Coordination, S2 - Suitable for Information, S3 - Suitable for Review & Comment, S4 - Suitable for Stage Approval, S6 – Suitable for PIM Authorisation (Information Exchanges 1-3), S7 – Suitable for AIM Authorisation (Information Exchange 6)

Sturry Street

19

7

6 5 4

1360

778

1012

778 W41

6300

Utility Cupboard 2.9 m²

I

Bathroom Type 03

920

1565

E

618 618

778

RW P

1135

3 212102

1012

778

6 360L

7 360L

2935

W33 RW P

360L

W34

778

2 212102

FALL

1013

2813

3385

Utility Cupboard 2.8 m²

E

D10 D/W

MVHR

W35

A

787

W /D

778

W44

618

123

920

1068

W36

1135

5953

2802

ID48

778

618

920

ID46

W43

920

11 m²

5 223101

2 1 241001 241000 241002

618

5

5175

778

788

F/F

Bathroom Type 03

618 Bedroom 12.8 m²

4 212102

920

ID37

SVP

W45 RW P

788

920

1068

W37

ID38

Bathroom Type 05

A

ID35

W42

1068

920

1043

ID43

ID45

3B5P Social Rent 45.3 m²

F

Private Amenity

Kitchen 13.0 m²

4

(Second Floor)

920

SVP

Kitchen Type 03

Hall 10.0 m²

Living, Dining 19.0 m²

ID47

5 212102

1 212102

UP

Hall 6.6 m²

3385

920

11915

5513

F/F

1810

1068

W47

1B2P Shared Ownership 50.1 m²

UP

1 241003

ID39

618

W48

778 +12.100 m AOD

3 212101

+12.100 m AOD

B

Riser

G

Ov en

F

7

D09

1068

W38

1350

G

Storage 1.5 m²ID44

H

Ov en

1350

B

Kitchen Type 03

H

W/D

MVHR

RW P

Kitchen 13.0 m²

Hall 10.0 m²

Living, Dining 19.0 m²

Living, Kitchen, Dining 24.2 m²

Ov en

3150

920

553 123

C

D/W

Kitchen Type 05

11 m²

3

RW P

1968

Private Amenity

920

3B5P Social Rent 45.3 m² Apartment Mirrored

5 m² 6 241000

D11

C

ID40

1068

W39

8

Private 212 Amenity

3825

563

F/F

ID41

360L

D

5 241000

D

618

SVP

2

D/W

FALL

618

1565

W40

3 1

I

RW P

RW P

4 3

2

1

STAGE 4 Revision Date

Description

Issued

Checked

Notes

Disclaimers

P1 P2 P3 P4 P5 P6 P7 P8 P9 P10

Draft issue for consultants Stage 3 Issue Grid Lines Added Issue for Information Issue for Information Issue for Information Issue for Information Issue for Information Stage 4 Issue Stage 4 updates

SM SM SM SM SM SM SM SM SM SM

RH RH LD RH LD LD LD LD LD LD

Do not scale drawings. All dimensions should be checked on site. Errors to be reported to architect. To be read in conjunction with all relevant architects services and engineers drawings.

Fire Safety Design No information in this drawing/specification should be interpreted as design related to fire safety or fire performance. As required by the Professional Indemnity market we exclude any liability whatsoever for the fire safety of buildings, products, materials or systems and assume these will be by others such as a Fire Engineer and Specialist Contractor Design

09 Mar 2021 19 Mar 2021 18 May 2021 18 June 2021 02 July 2021 16 July 2021 02 Aug 2021 11 Aug 2021 13 Aug 2021 23 Aug 2021

Contractors, sub-contractors and suppliers must verify any critical dimensions on site prior to fabrication of any building element. Any discrepancies are to be reported o the architect.

This drawing should be read in conjunction with all relevant specifications, engineers nd specialists consultants information. Any discrepancies must be reported prior to installation.

CDP Drawing Disclaimer This Design Drawing [when read with the Architectural Specification] indicates the visual intent with which the contractor must comply when undertaking the Detailed Design. The Contractor retains full responsibility for completing the Detailed Design and execution of the works [and for meeting the specified performance criteria].

Metropolitan Workshop 14-16 Cowcross Street London EC1M 6DG +44 (0) 20 7566 0450 www.metwork.co.uk

Project:

1825 - Sturry Street

Client:

Steadberry Restorations

Location

16 Sturry Street, London, E14 6DB

Title:

Proposed Second Floor Plan

Current Revision Issue Date:

23 Aug 2021

Scale:

Drawing Number:

1 : 50 @ A1 Project

Originator

Volume

Level

Type

Role

Reference

STST

MET

ZZ

02

DR

A

101002

Suitability Revision

D1

P10

MW BIM Suitability Codes: A1, A2, An, etc. – Approved and accepted as Stage Complete, B1, B2, Bn, etc. – Partially signed-off, CR – As Construction Record documentation, S0 - Initial status or WIP, S1 - Suitable for Coordination, S2 - Suitable for Information, S3 - Suitable for Review & Comment, S4 - Suitable for Stage Approval, S6 – Suitable for PIM Authorisation (Information Exchanges 1-3), S7 – Suitable for AIM Authorisation (Information Exchange 6)

Sturry Street

20

7

6 5 4

RW P

I

3 2

1

I

D

D

1 241004

H

C RW P

G C F

H

G B RW P

F

B FALL 2 241001

AOV

2 241002

1 241002

E 1 241001 1 241003

RW P_02

7 360L

360L

FALL

6

360L

A

E

360L

Satellite Dish

5

A

RW P

4 3 2

1

STAGE 4 Revision Date

Description

Issued

Checked

Notes

Disclaimers

P1 P2 P3 P4 P5 P6 P7 P8

Draft issue for consultants Stage 3 Issue Grid Lines Added Issue for Information Issue for Information Issue for Information Stage 4 Issue Stage 4 updates

SM SM SM SM SM SM SM SM

RH RH LD LD LD LD LD LD

Do not scale drawings. All dimensions should be checked on site. Errors to be reported to architect. To be read in conjunction with all relevant architects services and engineers drawings.

Fire Safety Design No information in this drawing/specification should be interpreted as design related to fire safety or fire performance. As required by the Professional Indemnity market we exclude any liability whatsoever for the fire safety of buildings, products, materials or systems and assume these will be by others such as a Fire Engineer and Specialist Contractor Design

09 Mar 2021 19 Mar 2021 18 May 2021 02 July 2021 16 July 2021 02 Aug 2021 13 Aug 2021 23 Aug 2021

Contractors, sub-contractors and suppliers must verify any critical dimensions on site prior to fabrication of any building element. Any discrepancies are to be reported o the architect.

This drawing should be read in conjunction with all relevant specifications, engineers nd specialists consultants information. Any discrepancies must be reported prior to installation.

CDP Drawing Disclaimer This Design Drawing [when read with the Architectural Specification] indicates the visual intent with which the contractor must comply when undertaking the Detailed Design. The Contractor retains full responsibility for completing the Detailed Design and execution of the works [and for meeting the specified performance criteria].

Metropolitan Workshop 14-16 Cowcross Street London EC1M 6DG +44 (0) 20 7566 0450 www.metwork.co.uk

Project:

1825 - Sturry Street

Client:

Steadberry Restorations

Location

16 Sturry Street, London, E14 6DB

Title:

Proposed Roof Plan

Current Revision Issue Date:

23 Aug 2021

Scale:

Drawing Number:

1 : 50 @ A1 Project

Originator

Volume

Level

Type

Role

Reference

STST

MET

ZZ

03

DR

A

101003

Suitability Revision

D1

P8

MW BIM Suitability Codes: A1, A2, An, etc. – Approved and accepted as Stage Complete, B1, B2, Bn, etc. – Partially signed-off, CR – As Construction Record documentation, S0 - Initial status or WIP, S1 - Suitable for Coordination, S2 - Suitable for Information, S3 - Suitable for Review & Comment, S4 - Suitable for Stage Approval, S6 – Suitable for PIM Authorisation (Information Exchanges 1-3), S7 – Suitable for AIM Authorisation (Information Exchange 6)

Sturry Street

21

Glass-reinforced concrete cladding units Pr_25_71_14_35

+16.190 m AOD

Sturry Villa Ridge

+14.285 m AOD

Sturry Villa Eaves

COLUMN Cast stone masonry units Pr_20_93_52_13 CT02

Concrete interlocking tiles Pr_25_93_72_17

Interlocking tile roofing systems Ss_30_40_95_40

uPVC Pr_65_50_35_92 +16.190 m AOD

Sturry Villa Ridge

+14.285 m AOD

Sturry Villa Eaves

+17.000 m AOD

Plimsoll Cl Ridge

+16.190 m AOD

Sturry Villa Ridge

+15.025 m AOD

Unplasticized polyvinyl chloride (PVC-U) rainwater pipes and fittings Pr_65_52_03_88

Cast stone masonry units Pr_20_93_52_13 Window Surround

Plimsoll Cl Eaves

3255

Balustrade and guarding systems Ss_25_60_05_05 Balcony Railings

Cast stone coping units Pr_25_93_50_14

+14.285 m AOD

Sturry Villa Eaves

+12.100 m AOD

02

External window systems Ss_25_30_95_26

Cast stone sills Pr_20_93_52_12 Window Sills 2128

+12.100 m AOD

02

1 212101

Construction joint sealants Pr_30_31_76_16 Clay bricks Pr_20_93_52_15 A_Brick_FlemishProjectingHeaderBond

External window systems Ss_25_30_95_26

2 212100

+12.100 m AOD +8.950 m AOD

4940

2035

External window systems Ss_25_30_95_26 AOV Cast stone masonry units Pr_20_93_52_13 Window Surround

External window systems Ss_25_30_95_26

02

Cast stone masonry units Pr_20_93_52_13 Window Surround

Cast stone sills Pr_20_93_52_12 Window Sills

1238

+5.800 m AOD

Masonry wall leaf systems Ss_25_13_50_51 EW-A01

00

M&E Service Trays

1 . Proposed Elevation - Side (North) Elevation . 1 : 50

Glass-reinforced concrete (GRC) door canopies Pr_25_93_52_34

Construction joint sealants Pr_30_31_76_16

Glass-reinforced concrete cladding units Pr_25_71_14_35

01

+16.190 m AOD

Sturry Villa Ridge

+14.285 m AOD

Sturry Villa Eaves

COLUMN Cast stone masonry units Pr_20_93_52_13 CT02

3 212100

Concrete interlocking tiles Pr_25_93_72_17

Interlocking tile roofing systems Ss_30_40_95_40

uPVC Pr_65_50_35_92

+8.950 m AOD

Door assembly systems Ss_25_30_20_22 COMMUNAL ENTRANCES

+12.100 m AOD

1 212101

02

2 212100

Construction joint sealants Pr_30_31_76_16 Clay bricks Pr_20_93_52_15 A_Brick_FlemishProjectingHeaderBond

4940

2035

Sturry Villa Ridge

+14.285 m AOD

Sturry Villa Eaves

Description

P1 P2

Stage 3 Issue Issue for Information

19 Mar 2021 16 July 2021

Masonry wall leaf systems Ss_25_13_50_51 EW-A08

SM SM External window systems SM Ss_25_30_95_26 SM

Cast stone sills Pr_20_93_52_12 Window Sills +12.100 m AOD

02

Masonry wall leaf systems Ss_25_13_50_51 EW-A01

Glass-reinforced concrete (GRC) door canopies Pr_25_93_52_34

Construction joint sealants Pr_30_31_76_16

Balustrade and guarding systems Ss_25_60_05_05 Garden Railings

01

Cast stone sills Pr_20_93_52_12 Window Sills

3 212100

+8.950 m AOD

01

Fire Safety Design No information in this drawing/specification should be interpreted as design related to fire safety or fire performance. As required by the Professional Indemnity market we exclude any liability whatsoever for the fire safety of buildings, products, materials or systems and assume these will be by others such as a Fire Engineer and Specialist Contractor Design

Contractors, sub-contractors and suppliers must verify any critical dimensions on site prior to fabrication of any building element. Any discrepancies are to be reported o the architect.

This drawing should be read in conjunction with all relevant specifications, engineers nd specialists consultants information. Any discrepancies must be reported prior to installation.

9440

CDP Drawing Disclaimer This Design Drawing [when read with the Architectural Specification] indicates the visual intent with which the contractor must comply when undertaking the Detailed Design. The Contractor retains full responsibility for completing the Detailed Design and execution of the works [and for meeting the specified performance criteria].

1237

MW BIM Suitability Codes: A1, A2, An, etc. – Approved and accepted as Stage Complete, B1, B2, Bn, etc. – Partially signed-off, CR – As Construction Record documentation, S0 - Initial status or W

Doorset systems Ss_25_30_20_25 EXTERNAL DOORS

Doorset systems Ss_25_30_20_25 EXTERNAL DOORS

00

+5.800 m AOD

1 . Proposed Elevation - Front(East) Elevation . 1 : 50

Disclaimers

Do not scale drawings. All dimensions should be checked on site. Errors to be reported to architect. To be read in conjunction with all relevant architects services and engineers drawings.

Cast stone masonry units Pr_20_93_52_13 Window Surround

+5.800 m AOD

00

Notes

RH LD LD LD

Door assembly systems Ss_25_30_20_22 COMMUNAL ENTRANCES

Balustrade and guarding systems Ss_25_60_05_05 Garden Railings

+5.800 m AOD

Checked

Cast stone masonry units Pr_20_93_52_13 Window Surround 1238

4940

Cast stone masonry units Pr_20_93_52_13 Window Surround

Balustrade and guarding systems Ss_25_60_05_05 Juliet Window Balcony

00

01

Cast stone masonry units Pr_20_93_52_13 Issued Window Surround

Revision Date

External window systems Ss_25_30_95_26 AOV

External window systems Ss_25_30_95_26

+8.950 m AOD

+16.190 m AOD

P3 Aug 2021 Stage 4 Issue Balustrade and13 guarding systems Ss_25_60_05_05 P4 23 Aug 2021 Stage 4 updates Balcony Railings

Cast stone coping units Pr_25_93_50_14

1 . Proposed Elevation - Front(East) Elevation . 1 : 50

2362

Construction joint sealants Pr_30_31_76_16

Cast stone sills Pr_20_93_52_12 Window Sills

+5.800 m AOD

7988

01

4940

Balustrade and guarding systems Ss_25_60_05_05 Juliet Window Balcony +8.950 m AOD

Masonry wall leaf systems Ss_25_13_50_51 EW-A08

Construction joint sealants Pr_30_31_76_16

00

2 . Proposed Elevation - Rear (West) Elevation . 1 : 50

2 . Proposed Elevation - Rear (W STAGE 4

Revision Date

Description

Issued

Checked

Notes

Disclaimers

P1 P2 P3 P4 P5 P6

Draft issue for consultants Stage 3 Issue Issue for Information Issue for Information Stage 4 Issue Stage 4 updates

SM SM SM SM SM SM

RH RH RH LD LD LD

Do not scale drawings. All dimensions should be checked on site. Errors to be reported to architect. To be read in conjunction with all relevant architects services and engineers drawings.

Fire Safety Design No information in this drawing/specification should be interpreted as design related to fire safety or fire performance. As required by the Professional Indemnity market we exclude any liability whatsoever for the fire safety of buildings, products, materials or systems and assume these will be by others such as a Fire Engineer and Specialist Contractor Design

09 Mar 2021 19 Mar 2021 18 June 2021 16 July 2021 13 Aug 2021 23 Aug 2021

Contractors, sub-contractors and suppliers must verify any critical dimensions on site prior to fabrication of any building element. Any discrepancies are to be reported o the architect.

This drawing should be read in conjunction with all relevant specifications, engineers nd specialists consultants information. Any discrepancies must be reported prior to installation.

CDP Drawing Disclaimer This Design Drawing [when read with the Architectural Specification] indicates the visual intent with which the contractor must comply when undertaking the Detailed Design. The Contractor retains full responsibility for completing the Detailed Design and execution of the works [and for meeting the specified performance criteria].

Project:

1825 - Sturry Street

Client:

Steadberry Restorations

Location

16 Sturry Street, London, E14 6DB

Title:

Metropolitan Workshop 14-16 Cowcross Street London EC1M 6DG +44 (0) 20 7566 0450 www.metwork.co.uk

Current Revision Issue Date: Scale:

Drawing Number:

Sturry St Villa Proposed Elevations 23 Aug 2021 1 : 50 @ A1 Project

Originator

Volume

Level

Type

Role

Reference

STST

MET

A1

XX

DR

A

102000

Suitability Revision

D1

P6

MW BIM Suitability Codes: A1, A2, An, etc. – Approved and accepted as Stage Complete, B1, B2, Bn, etc. – Partially signed-off, CR – As Construction Record documentation, S0 - Initial status or WIP, S1 - Suitable for Coordination, S2 - Suitable for Information, S3 - Suitable for Review & Comment, S4 - Suitable for Stage Approval, S6 – Suitable for PIM Authorisation (Information Exchanges 1-3), S7 – Suitable for AIM Authorisation (Information Exchange 6)

Sturry Street

22

Interlocking tile roofing systems Ss_30_40_95_40

ad in conjunction with all gineers nd specialists ny discrepancies must be n.

+15.025 m AOD

Plimsoll Cl Eaves

Plimsoll Cl Ridge

+16.190 m AOD

Sturry Villa Ridge

+15.025 m AOD

Plimsoll Cl Eaves

+14.285 m AOD

Sturry Villa Eaves

+12.100 m AOD

02

Glass-reinforced concr Pr_25_71_14_35

Masonry wall leaf systems Ss_25_13_50_51 EW-B01 Interlocking tile roofing systems Ss_30_40_95_40 uPVC Pr_65_50_35_92 Glass-reinforced concrete cladding units Pr_25_71_14_35

COLUMN Cast stone masonry units Pr_20_93_52_13 CT01

Masonry wall leaf systems Ss_25_13_50_51 EW-B06

Construction joint sealants Pr_30_31_76_16

5846

Masonry wall leaf systems Ss_25_13_50_51 EW-A09

3812

Masonry wall leaf systems Ss_25_13_50_51 EW-A08

External window systems Ss_25_30_95_26

External gravity rainwater drainage systems Ss_50_30_02_28

Cast stone masonry units Pr_20_93_52_13 Window Surround

+8.950 m AOD

+12.100 m AOD

Cast stone sills Pr_20_93_52_12 Window Sills

01

Balustrade and guarding systems Ss_25_60_05_05 Balcony Railings

Masonry wall leaf systems Ss_25_13_50_51 EW-A02

Balustrade and guarding systems Ss_25_60_05_05 Juliet Window Railing

3590

6638

02

Masonry wall leaf systems Ss_25_13_50_51 EW-A01

2250

Masonry wall leaf systems Ss_25_13_50_51 EW-B02

5278

External gravity rainwater drainage systems Ss_50_30_02_28

+5.800 m AOD

00

M&E Service Trays

Masonry wall leaf syst Ss_25_13_50_51 EW-B06

Balustrade and guarding systems Ss_25_60_05_05 Balcony Railings

1 . Proposed Elevation - Side (South) Elevation . 1 : 50

Construction joint sealants Pr_30_31_76_16

+17.000 m AOD

Plimsoll Cl Ridge

+15.025 m AOD

Plimsoll Cl Eaves

Glass-reinforced concrete cladding units Pr_25_71_14_35

External window systems Description Ss_25_30_95_26

Revision Date P1 P2 P3 P4

19 Mar 2021 16 July 2021 13 Aug 2021 23 Aug 2021

+12.100 m AOD

Stage 3 Issue Cast stone masonry units Issue for Information Pr_20_93_52_13 Stage 4 Issue Window Surround Stage 4 updates Cast stone sills Pr_20_93_52_12 Window Sills

+8.950 m AOD

Issued

Checked

Notes

Disclaimers

SM SM SM SM

RH LD LD LD

Do not scale drawings. All dimensions should be checked on site. Errors to be reported to architect. To be read in conjunction with all relevant architects services and engineers drawings.

Fire Safety Design No information in this drawing/specification should be interpreted as design related to fire safety or fire performance. As required by the Professional Indemnity market we exclude any liability whatsoever for the fire safety of buildings, products, materials or systems and assume these will be by others such as a Fire Engineer and Specialist Contractor Design

Contractors, sub-contractors and suppliers must verify any critical dimensions on site prior to fabrication of any building element. Any discrepancies are to be reported o the architect.

This drawing should be read in conjunction with all relevant specifications, engineers nd specialists consultants information. Any discrepancies must be reported prior to installation.

02

Balustrade and guarding systems Ss_25_60_05_05 Balcony Railings

CDP Drawing Disclaimer This Design Drawing [when read with the Architectural Specification] indicates the visual intent with which the contractor must comply when undertaking the Detailed Design. The Contractor retains full responsibility for completing the Detailed Design and execution of the works [and for meeting the specified performance criteria].

5278

Canopy systems STAGE 4 Ss_25_50_45_10

Project:

1825 - Sturry Street

Client:

Steadberry Restorations

Location

16 Sturry Street, London, E14 6DB

Title:

Metropolitan Workshop 14-16 Cowcross Street London EC1M 6DG +44 (0) 20 7566 0450 www.metwork.co.uk

Cast stone coping units Pr_25_93_50_14

01

Proposed South Elevation

Current Revision Issue Date: Scale:

23 Aug 2021 1 : 50 @ A1

Drawing Number:

Masonry wall leaf systems Ss_25_13_50_51 EW-B04

Project

Originator

Volume

Level

Type

Role

Reference

STST

MET

ZZ

SO

DR

A

102003

Suitability Revision

D1

P4

MW BIM Suitability Codes: A1, A2, An, etc. – Approved and accepted as Stage Complete, B1, B2, Bn, etc. – Partially signed-off, CR – As Construction Record documentation, S0 - Initial status or WIP, S1 - Suitable for Coordination, S2 - Suitable for Information, S3 - Suitable for Review & Comment, S4 - Suitable for Stage Approval, S6 – Suitable for PIM Authorisation (Information Exchanges 1-3), S7 – Suitable for AIM Authorisation (Information Exchange 6)

Masonry wall leaf systems Ss_25_13_50_51 EW-B06

Masonry wall leaf systems Ss_25_13_50_51 EW-B01

+8.950 m AOD

5175

4040

2700

Masonry wall leaf systems Ss_25_13_50_51 EW-B03 +5.800 m AOD

Balustrade and guarding systems Ss_25_60_05_05 Garden Railings

Masonry wall leaf syst Ss_25_13_50_51 EW-B02

01

Masonry wall leaf systems Ss_25_13_50_51 EW-B02

1 : 50

ors and suppliers must ns on site prior to element. Any discrepancies rchitect.

Plimsoll Cl Ridge

Natural smoke and heat exhaust ventilators Pr_70_65_04_56 +17.000 m AOD

d heat exhaust ventilators

dimensions should be be reported to architect. To h all relevant architects awings.

+17.000 m AOD

Natural smoke and heat exhaust ventilators Pr_70_65_04_56

00

Doorset systems Ss_25_30_20_25 EXTERNAL DOORS

1 External gravity rainwater drainage systems 212200 Ss_50_30_02_28

Masonry wall leaf systems Ss_25_13_50_51 EW-B07

+5.800 m AOD

00

2 . Proposed Elevation - Rear (East) Elevation . 1 : 50

2 212200

STAGE 4 Disclaimers Fire Safety Design No information in this drawing/specification should be interpreted as design related to fire safety or fire performance. As required by the Professional Indemnity market we exclude any liability whatsoever for the fire safety of buildings, products, materials or systems and assume these will be by others such as a Fire Engineer and Specialist Contractor Design

CDP Drawing Disclaimer This Design Drawing [when read with the Architectural Specification] indicates the visual intent with which the contractor must comply when undertaking the Detailed Design. The Contractor retains full responsibility for completing the Detailed Design and execution of the works [and for meeting the specified performance criteria].

Metropolitan Workshop 14-16 Cowcross Street London EC1M 6DG +44 (0) 20 7566 0450 www.metwork.co.uk

Project:

1825 - Sturry Street

Client:

Steadberry Restorations

Location

16 Sturry Street, London, E14 6DB

Title:

Plimsoll Cl Proposed Elevations

Current Revision Issue Date:

23 Aug 2021

Scale:

1 : 50 @ A1

Drawing Number:

Project

Originator

Volume

Level

Type

Role

Reference

STST

MET

B1

XX

DR

A

102001

Balustrade and guarding systems Ss_25_60_05_05 Garden Railings

1 . Proposed Elevation - Front (West) Elevation . 1 : 50

Suitability Revision

D1

P6

MW BIM Suitability Codes: A1, A2, An, etc. – Approved and accepted as Stage Complete, B1, B2, Bn, etc. – Partially signed-off, CR – As Construction Record documentation, S0 - Initial status or WIP, S1 - Suitable for Coordination, S2 - Suitable for Information, S3 - Suitable for Review & Comment, S4 - Suitable for Stage Approval, S6 – Suitable for PIM Authorisation (Information Exchanges 1-3), S7 – Suitable for AIM Authorisation (Information Exchange 6)

Sturry Street

23

+11.795 m AOD Highest SSL level

97

Structural Deck prepared in accordance with manufacturers guidelines . Laid to 1:60 falls

+8.645 m AOD Highest SSL level

+8.595 m AOD Lowest SSL level

+11.705 m AOD lowest SSL level

103103

30 25 25 100 10 10systems 150150 Balustrade and100 guarding 30 Ss_25_60_05_05 Balcony Railings

Vapour permeable sheets Vapour permeable sheets Pr_25_57_10_94 Pr_25_57_10_94

Perpend joint plastics weep holes Perpend joint plastics weep holes Pr_35_90_50_62 Pr_35_90_50_62 Vapour permeable sheets Vapour permeable sheets Pr_25_57_10_94 Pr_25_57_10_94

Polypropylene (PP) damp-proof courses and cavity trays Polypropylene (PP) damp-proof courses and cavity trays Pr_25_57_21_64 Pr_25_57_21_64 Min 150 Lintels to Structural Engineer's specification waterproofing Lintels to Structural Engineer's specification upstand

Plastics cavity closers Pr_35_90_50_64 Plastics cavity closers

Perpend joint plastics weep holes Pr_35_90_50_62 Continous L channel fixed to base plate of balustrade to hide waterproofing

Pr_25_57_08_75 Reinforced bitumen roofing sheets Ss_30_40_30_72 Reinforced Bitumen membrane warm roof covering systems +8.950 m AOD

Overflow/ warning pipe outlet min 25mm below the underside of the door sill

180

100

+11.795 m AOD Highest SSL level

Clay bricks Pr_20_93_52_15 Cast stone sills Cast stone sills A_Brick_SoldierBond Pr_20_93_52_12

80

Pr_20_93_52_12 Window Sills Window Sills

Flag and slab pedestal-supported paving systems Ss_30_14_90_34

Structural Deck prepared in accordance with manufacturers guidelines . Laid to 1:60 falls

Plastics cavity closers Plastics cavity closers Pr_35_90_50_64 Pr_35_90_50_64

225 Plastics sheets Pr_25_57_65_60

80 External window systems External window systems Ss_25_30_95_26 Ss_25_30_95_26

SO

Polypropylene (PP) damp-proof courses and cavity trays Polypropylene (PP) damp-proof courses and cavity trays Pr_25_57_21_64 Pr_25_57_21_64

+8.950 m AOD 01 +8.950 m AOD

Plastics sheets Plastics sheets Pr_25_57_65_60 Pr_25_57_65_60

Secondary steelwork design to sub contractor's design Secondary steelwork design to sub contractor's design

+8.370 m AOD

Clay bricks Pr_20_93_52_15 Vapour permeable sheets A_Brick_FlemishProjectingHeaderBond Vapour permeable sheets Pr_25_57_10_94

Vapour permeable sheets Vapour permeable sheets Pr_25_57_10_94 Pr_25_57_10_94

+11.480 m AOD

70

103 103

45

Plastics sheets Plastics sheets Pr_25_57_65_60 Pr_25_57_65_60

30 25 30 25

45

. .Typical Window 1 . 241-A1-Roof-04-Roof Terrace22Sturry Villa . 1 : 5Cill Typical Window Cill70mm 70mmCavity Cavity. 1 . 1: 5 :5

External window systems External window systems Ss_25_30_95_26 Ss_25_30_95_26

10 10 Notes

01 02 03 04

Issue for Information Stage 4 Issue Stage 4 updates Stage 4 updates

AD SM SM SM

LD LD LD LD

Do not scale drawings. All dimensions should be checked on site. Errors to be reported to architect. To be read in conjunction with all relevant architects services and engineers drawings.

16 July 2021 13 Aug 2021 20 Aug 2021 23 Aug 2021

Contractors, sub-contractors and suppliers must verify any critical dimensions on site prior to fabrication of any building element. Any discrepancies are to be reported o the architect.

This drawing should be read in conjunction with all relevant specifications, engineers nd specialists consultants information. Any discrepancies must be reported prior to installation.

Sturry Street 80

25 30 25 30

Checked

Disclaimers Fire Safety Design Plastics sheets No information in this drawing/specification should be interpreted Plastics Pr_25_57_65_60 as design related to fire sheets safety or fire performance. As required by Pr_25_57_65_60 the Professional Indemnity market we exclude any liability whatsoeverVapour for the fire safety of sheets buildings, products, materials or permeable systems and assume will be by others such as a Fire Vapourthese permeable sheets Pr_25_57_10_94 Engineer and Specialist Contractor Design Pr_25_57_10_94

100 100

Issued

10 10

Description

CDP Drawing Disclaimer This DesignPlastics Drawingcavity [whenclosers read with the Architectural Specification] Plastics cavity closers indicates the visual intent with which the contractor must comply Pr_35_90_50_64 when undertaking the Detailed Design. The Contractor retains full Pr_35_90_50_64 responsibility for completing the Detailed Design and execution of the works [and for meeting the specified performance criteria].

150 150

Revision Date

150 150

50

50

103

103

45

45

5 5. Typical Window Cill 3 . 241-B1-Roof-07-Roof Terrace Plimsoll . 1Cavity :Cavity 5 . 1. 1: 5: 5 . Typical Window Cill50mm 50mm

SO

SO

100 10 100 10

10

88 .

10 SO

SO

Plastics sheets Plastics sheets Pr_25_57_65_60 Pr_25_57_65_60

10

70

Plastics sheets Pr_25_57_65_60

100 100

150 150

10 10

100 10 100 10

150 150

30 25 30 25

01

Plastics cavity closers Plastics cavity closers Pr_35_90_50_64 Pr_35_90_50_64

Pr_25_57_10_94

Dot and Dab Plasterboard to underside of Concrete Soffit to achieve min 2.5m Floor to ceiling height

Window sill boards Window sill board Pr_35_90_28_95 Pr_35_90_28_95

Polypropylene (PP) damp-proof Polypropylene courses and cavity (PP) traysdamp-proof courses and cavity trays Pr_25_57_21_64 Pr_25_57_21_64

SO

225

Secondary steelwork design to sub contractor's design Secondary steelwork design to sub contractor's design

Gypsum board suspended ceiling systems Ss_30_25_10_35

100

+8.595 m AOD Window sill lowest boardsSSL level Window sill boards Pr_35_90_28_95 Pr_35_90_28_95

Cast stone sills Cast stone sills Pr_20_93_52_12 Pr_20_93_52_12 Window Sills Window Sills Plastics sheets Plastics sheets Pr_25_57_65_60 Pr_25_57_65_60

Continous L channel fixed to base plate of balustrade to hide waterp

+8.645 m AOD

Vapour permeable sheets Pr_25_57_10_94

SO SO

Perpend joint plastics weep holes Pr_35_90_50_62

6 6. Typical . TypicalWindow WindowHead Head50mm 50mmCavity Cavity. 1. 1: 5: 5

Cellular glass insulation boards Pr_25_71_52_13 (Roof Terrace)

10 10

+11.705 m AOD lowest SSL level

External window systems External window systems Ss_25_30_95_26 Ss_25_30_95_26

+8.950 m AOD

External window systems External window systems Ss_25_30_95_26 Ss_25_30_95_26

Window sill boards Window sill boards Pr_35_90_28_95 Pr_35_90_28_95

180

01

33. .Typical TypicalWindow WindowHead Head70mm 70mmCavity Cavity. 1 . 1: 5 :5

Flag and slab pedestal-supported paving systems Ss_30_14_90_34

If balustrade fixing to horizontal face of upstand use chamical fixing IFP-B Nicholson Roofing Products or similar

25 30

150

Ss_25_30_95_26

46

+12.100 m AOD 02

SO

Plastics cavity closers Pr_35_90_50_64 Pr_35_90_50_64

Polypropylene (PP) damp-proof courses and cavity traysExternal window systems External window systems Pr_25_57_21_64 Ss_25_30_95_26

180

Plastics cavity closers Pr_35_90_50_64

Cast stone masonry units Cast stone masonry units Pr_20_93_52_13 Pr_20_93_52_13 Window Surround Window Surround

Vapour permeable sheets Vapour permeable sheets Pr_25_57_10_94 Pr_25_57_10_94 Plastics cavity closers Plastics cavity closers Pr_35_90_50_64 Pr_35_90_50_64

24

25 30

10 10

50

Ss_30_40_30_72 Reinforced Bitumen membrane warm roof covering systems

SO

150

SO

Plastics cavity closers Plastics cavity closers Pr_35_90_50_64 Pr_35_90_50_64

Angle Fillets fitted at all changes in angle

Cast stone sills Cast stone sills Pr_20_93_52_12 Pr_20_93_52_12 Window Sills Window Sills

Cast stone coping units Pr_25_93_50_14

To brick setting out To brick setting out

180

225 225

10

Plastics sheets Plastics sheets Pr_25_57_65_60 Pr_25_57_65_60

10 10

SO

Pr_25_57_08_75 Reinforced bitumen roofing sheets

10

Lintels to Structural Engineer's specification Lintels to Structural Engineer's specification

10 10

+12.315 m AOD

Polypropylene (PP)Pistol damp-proof Brick Pistol Brick courses and cavity trays Pr_25_57_21_64

55

Angle Fillets fitted at all changes in angle

Cast stone coping units Pr_25_93_50_14

100

Mineral wool slab insulation Mineral wool slab insulation Pr_25_57_06_56 Pr_25_57_06_56 (150mm) (150mm)

Cast stone coping units Pr_25_93_50_14

Polypropylene (PP) damp-proof Polypropylene (PP) damp-proof courses and cavity trays courses and cavity trays Pr_25_57_21_64 Pr_25_57_21_64

Mineral wool upstand insulation board with Cement board face to be painted/ rendered

Perpend joint plastics weep holes Perpend joint plastics weep holes Pr_35_90_50_62 Pr_35_90_50_62

Cellular glass insulation boards Pr_25_71_52_13

Structural Deck prepared in accordance with manufacturers guidelines . Laid to 1:60 falls

103 103

100

7

Plastics sheets Plastics sheets Pr_25_57_65_60 Pr_25_57_65_60

Cellular glass insulation boards Pr_25_71_52_13 (Roof Terrace)

3

If balustrade fixing to horizontal face of upstand use chamical fixing IFP-B Nicholson Roofing Products or similar Vapour permeable sheets Vapour permeable sheets Pr_25_57_10_94 Pr_25_57_10_94

Mineral wool upstand insulation board with Cement board face to be painted/ rendered

+12.100 m AOD

50 50

10

70 70

150

150150

Fibre-reinforced gypsum b Pr_25_71_35_29

150

100100 10 10

Metal Drainage laid to fall toward RW outlet

4 . 241-B1-Roof-03-Roof Terrace Threshold Plimsoll . 1 : 5

25 30 25 30

30 3025 25

Connecting Stu sub contractor's design

NOTE: B1 terrace falls both eastward and westward to RWP outlets on the east and west facades.

2 . 241-A1-Roof-03-Roof Terrace Threshold Sturry Villa . 1 : 5

Balustrade and guarding systems Ss_25_60_05_05 Balcony Railings

contractor's des

Structural Deck prepared in accordance with manufacturers guidelines . Laid to 1:60 falls

MW BIM Suitability Codes: A1, A2, An, etc. – Approved and accepted as Stage Complete, B1, B2, Bn, etc. – Partially signed-off, CR – As Construction Record documentation, S0 - Initial status or WIP, S1 - Suita

E E

F F

6 6

G G

7 7

1484

1484

Balustrade Balustrade and guarding and guarding systems systems Ss_25_60_05_05 Ss_25_60_05_05 Balcony Balcony Railings Railings

5 5 232002 232002 4 4 232002 232002

Balustrade Balustrade and guarding and guarding systems systems Ss_25_60_05_05 Ss_25_60_05_05 Balcony Balcony Railings Railings

1 1 212101 212101

50 50

6 6

50

50

4316 4316

1 .1Balcony . Balcony Type 0101 East East Elevation Elevation . 1. :F150 :F 50 G2G.2Balcony . Balcony Type Type 0101 South South Elevation Elevation . 1. :150 : 50 E E Type

6 6

6 6 232002 232002

7 7

7 7 F F

6 .6Balcony . Balcony Type Type 0101 Plan Plan . 1. :110 : 10 3 .3Balcony . Balcony Type Type 0101 . 1. :150 : 50 E E

Balustrade Balustrade and guarding and guarding systems systems Ss_25_60_05_05 Ss_25_60_05_05 Garden Garden Railings Railings

F F

G G

988

38 12 12 38 12 12 1106 min. from FFL 988

12

1106 min. from FFL

12

38 1106 min. from FFL

12

12 12 988

988 1106 min. from FFL

12

123812

1534 1534

Sim 1 Sim 1 241000 241000

4 .4Balcony . Balcony Type Type 0101 Elevation Elevation Side Side . 1. :110 : 10

5 .5Balcony . Balcony Type Type 0101 Elevation Elevation . 1. :110 : 10

STAGE STAGE 4 4 Revision Revision Date Date 01 02

01 02

Sturry Street

Description Description

13 Aug 132021 Aug 2021 StageStage 4 Issue 4 Issue 23 Aug 232021 Aug 2021 StageStage 4 updates 4 updates

Disclaimers Disclaimers

Issued Issued Checked Checked

NotesNotes

SM SM LD SM SM LD

Do notDo scale not drawings. scale drawings.

All dimensions All dimensions shouldshould be be Fire Safety Fire Safety DesignDesign checked checked on site.onErrors site. Errors to be reported to be reported to architect. to architect.

To ToNo information No information in this in drawing/specification this drawing/specification shouldshould be interpreted be interpreted be read beinread conjunction in conjunction with allwith relevant all relevant architects architects as design as design relatedrelated to fire to safety fire safety or fire or performance. fire performance.

As required As required by by services services and engineers and engineers drawings. drawings. the Professional the Professional Indemnity Indemnity marketmarket we exclude we exclude any liability any liability whatsoever whatsoever for thefor firethe safety fire safety of buildings, of buildings, products, products, materials materials or or Contractors, Contractors, sub-contractors sub-contractors and suppliers and suppliers must must systems systems and assume and assume these will these bewill by others be by others such as such a Fire as a Fire verify any verify critical any critical dimensions dimensions on siteon prior sitetoprior to Engineer Engineer and Specialist and Specialist Contractor Contractor DesignDesign fabrication fabrication of anyof building any building element. element.

Any discrepancies Any discrepancies are to are be reported to be reported o the architect. o the architect.

CDP Drawing CDP Drawing Disclaimer Disclaimer This Design This Design Drawing Drawing [when[when read with readthe with Architectural the Architectural Specification] Specification] This drawing This drawing shouldshould be read beinread conjunction in conjunction with allwith all indicates indicates the visual the visual intent with intentwhich with which the contractor the contractor must comply must comply relevant relevant specifications, specifications, engineers engineers nd specialists nd specialists when undertaking when undertaking the Detailed the Detailed Design.

Design.

The Contractor The Contractor retainsretains full full consultants consultants information. information.

Any discrepancies Any discrepancies must be must be responsibility responsibility for completing for completing the Detailed the Detailed DesignDesign and execution and execution of the of the reported reported prior toprior installation. to installation. works works [and for [and meeting for meeting the specified the specified performance performance criteria]. criteria].

LD LD

Metropolitan Metropolitan Workshop Workshop 14-1614-16 Cowcross Cowcross StreetStreet London London EC1MEC1M 6DG 6DG +44 (0) +44 20(0) 7566 20 7566 0450 0450 www.metwork.co.uk www.metwork.co.uk

Project: Project:

1825 1825 - Sturry - Sturry StreetStreet

Client: Client:

Steadberry Steadberry Restorations Restorations

Location Location

16 Sturry 16 Sturry Street, Street, London, London, E14 6DB E14 6DB

Title: Title:

Metalwork Metalwork

25

Current Current Revision Revision IssueIssue Date:Date: 23 Aug 23 2021 Aug 2021 Scale:Scale:

Drawing Drawing Number: Number:

As indicated As indicated @ A1@ A1 Project ProjectOriginator Originator VolumeVolume Level

Level Type

STSTSTST MET MET A1

02 DR DR A

A1 02

Role Type

Role Reference Reference Suitability Suitability RevisionRevision

232002 A 232002D1

D1 02

02

ACADEMIC WORK 06 Glaciology Centre

Switzerland’s glaciers are rapidly receding, and forecasts suggest they will pass into history by the end of the century. This project propoes an intervention through which the ongoing process of glaciological research is enabled and performed at the architectural scale.

07 Cinematic Projections

Situated on a congested intersection in the heart of Mexico City, this proposal adopts a particular architectural language to create a collection of indoor and outdoor cinema spaces whilst integrating the site’s original use as a major advertising location. Through the intertwining of these two closely related functions, the site becomes a series of cinematic concourses for pedestrians.

06

Glaciology Centre

A temporary tensile structure is suspended above a melting glacier, acting as a research platform into which inhabitable capsules are “plugged” into during the active research season. At the end of each season, the capsules and their harvested ice cores are returned to the mountainside station, whereby they become immortalized as part of a glacial museum.

27

06

Glaciology Centre

A precursor to the glaciological research centre, this “Hiker’s Cabin” utilizes meltwater from the glacier to create a kinetic and ever-evolving spatial experience. Snow is captured and meltwater streams act as a ballast, activating mechanical devices to deform pseudo-traditional Swiss architectural elements; folding roofs, fake gables, unfolding picnicspaces.

28

07

Cinematic Projections

A key route permeates the building, connecting the outer pedestrianwalkway with the lush garden courtyard concealed within. This route also implements access to the metro station below. Bordering this route, an internal cinema space is sunken into the ground to provide partial acoustic insulation from the busy surroundings.

29

Sam Martin Architecture Portfolio