2021 Portfolio [20 page version]

Page 1

Jacob Westerman A collection of Works from My Academic & Professional Experience


+447815410087 jacobwesterman@live.com www.linkedin.com/in/jacob-westerman

Jacob Westerman Ba(hons), Dott.Mag(MSc)

Curriculum Vitae

A list of references & a portfolio can be made available upon request

About Me

I grew up in the small rural town of Barnstaple in Devon, where I developed a fascination with artisan crafts which later grew into an interest into the interactions within the built environment and more specifically architecture, which I later went on to study. During the day I can often be seen drinking a strong coffee namely an espresso, a love affair which first ignited whilst I was studying in Italy, this was a period which enabled myself to enjoy an even greater awareness of the arts and philosophy than I previously held and a desire to learn more about. I admire the works of Alvaro Siza, Alvar Aalto, Carlos Scarpe, Peter Zumthor, and Herman Herzberger, what I find most interesting about these architects in particular, is their respective approaches to design, the craft that they place upon their architecture, and the ways in which they respond to contextual issues.

Software Revit - 2 Years Vectorworks - 2 Years Archicad - 3 Years Model Making - 7 Years AutoCad - 8 Years Adobe Photoshop - 8 Years Adobe Illustrator - 8 Years Adobe Indesign - 8 Years Hand Drawing - 7 Years

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Sketchup - 4 Years Adobe Premier Pro - 3 Years Rhino & Grasshopper - 1 Year

20

2021

2020

2019

2018

2017

2016

2015

2014

2013

2012

2011

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0

Index

A collection of Works from My Academic & Professional Experience

Professional Experience 1// Curriculum Vitae...........................................................................................................P2 2// Hmad Architects - Part I Architectural Assistant............................................................P 4 3// Jonathan Rhind Architects - Part I Architectural Assistant...............................................P 5 4// Pascall & Watson - Part II Architectural Assistant........................................................P 6 5//Adams+CollingwoodArchitects - Part IIArchitecturalAssistant.........................................P 7 Academic Works 6// Design Studio ..............................................................................................................P 8 7// Interior Design Studio..................................................................................................P10 8// Landscape Design Studio ..........................................................................................P 12 9// Technical Design Studio ..............................................................................................P 14 10// Parametric Design Studio .........................................................................................P 16 11// Pavillion.....................................................................................................................P 17 12// MIAW ........................................................................................................................P 18 13// Undergraduate Works...............................................................................................P 19


1// Bowhill House - Exeter

2// Estate Maintenance & Decorations - Clovelly

1// Bowhill House - Exeter On going maintenance & adaptive re-use of a 14th century manor house, being converted into a Yoga Studio. Part I Architectural Assistant, RIBA Stages 2-4. 2// Estate Maintenance & Decorations - Clovelly On going maintenance repairs & decorations to an historic fishing village. Part I Architectural Assistant, works in perpetuity. 4


1// Farmers Arms - Woolsery

2// Mill House - Lee Bay

1// Farmers Arms - Woolsery Award winning Extension & Restoration of a Grade II listed Pub & Restaurant, Part I Architectural Assistant, RIBA Stages 4-6. 2// Mill House - Lee Bay Restoration of a Grade II Listed 16th Century Cottage in a former smugglers nest uniquely situated on the seafront. Part I Architectural Assistant, RIBA 4-5. 5


1// Aviation Passenger Capacity Enhancements - Heathrow Airport

1// Aviation Passenger Capacity Enhancements - Heathrow Airport International Airport Terminal Capacity Enlargements at London’s Heathrow Airport Terminal 5 building. A BIM Lod 300 project. My involvement has been on the; Commercial Projects workstream of the Airport Transformation Programme; Arrivals & Baggage Reclaim Hall - Main Works & Enabling Works, of the Airport Transformation Programme Part II Architectural Assistant, RIBA Stages 2-4. 6


02

LEGEND: Note: CONSTRUCTION Dimensions marked 'to be confirmed on site', to be confirmed by the main contractor before commencing manufacture ROOF or construction. Dimensions marked 'to be confirmed on site', to be confirmed by the main contractor before commencing manufacture - Riverstone Phylite Ultra preholed tiles or construction. Do not scale from this drawing use- only written dimensions. Battens

01

- 18mm marine plywood screwed & glued to top as specified by SE This drawing is based on the survey information prepared by Centre Line Surveys - Kingspan Nilvent or an alternative aproved by architects - 125mm Kooltherm K7 pitched roof board between rafters. All materials supplied and work carried out shall be the best of their respective kinds and shall - Kingspan 37.5mm kooltherm K118 insulated plasterboard comply with the current Approved British Documents, local bylaws, good building practice, - Vapour control layer relevant and latest British Standards , to the recommendations of product manufacturers and - 3mm British Gypsum Dura skim plaster coat relevant recognised trade institutions. Where specific British Standards are referred to, these shall be deemed to refer to the current editions including as far as practicable, any amended Standard requirements . No substitution for specified or approved materials will be permitted except by permission of the Architect, in writing.

All materials supplied and work carried out shall be the best of their respective kinds and shall comply with the current Approved British Documents, local bylaws, good building practice, relevant and latest British Standards , to the recommendations of product manufacturers and relevant recognised trade institutions. Where specific British Standards are referred to, these shall be deemed to refer to the current editions including as far as practicable, any amended Standard requirements . No substitution for specified or approved materials will be permitted except by permission of the Architect, in writing.

truss position

centre line

truss position

B

C

D

A

LEGEND: CONSTRUCTION ROOF - Riverstone Phylite Ultra preholed tiles - Battens - 18mm marine plywood screwed & glued to top as specified by SE - Kingspan Nilvent or an alternative aproved by architects - 125mm Kooltherm K7 pitched roof board between rafters. - Kingspan 37.5mm kooltherm K118 insulated plasterboard - Vapour control layer - 3mm British Gypsum Dura skim plaster coat

E

ATTIC FLOOR This drawing is to be read in- conjunction with boards all corresponding Structural Engineer's, 18mm plywood Consultants drawings. Any discrepancies between the information shown to be reported to the - 150x50 C24 ceiling joists Architect prior to manufacture or construction. The Construction methods and materials - 12.5mm plasterboard specified on these drawings - 3mm plaster skim are required to provide the low energy design requirements to achieve AECB Silver Standard. Any deviation from these details and methods are to match or better the Design and Performance Criteria. All other areas are to match and comply with current Building Regulation Legislation. LOWER GROUND FLOOR - 10mm Slate tile floor Structure: - 3mm 25 Ditra mat. Bedded on suppliers recomendations Refer Structural Engineer's drawings specification all structural details, - 75mm and Screed with wet for underfloor heating pipes.ground beams, foundations, and roof structure - 120mm insulation Kingspan K3. - Delta membrane.To be installed to manufacturers recomendations. - U-value 0.13 W/m2K

This drawing is to be read in conjunction with all corresponding Structural Engineer's, Consultants drawings. Any discrepancies between the information shown to be reported to the Architect prior to manufacture or construction. The Construction methods and materials specified on these drawings are required to provide the low energy design requirements to achieve AECB Silver Standard. Any deviation from these details and methods are to match or better the Design and Performance Criteria. All other areas are to match and comply with current Building Regulation Legislation. Structure: Refer Structural Engineer's drawings and specification for all structural details, ground beams, foundations, and roof structure

ATTIC FLOOR - 18mm plywood boards - 150x50 C24 ceiling joists - 12.5mm plasterboard - 3mm plaster skim

LOWER GROUND FLOOR - 10mm Slate tile floor - 3mm 25 Ditra mat. Bedded on suppliers recomendations - 75mm Screed with wet underfloor heating pipes. - 120mm insulation Kingspan K3. - Delta membrane.To be installed to manufacturers recomendations. - U-value 0.13 W/m2K

GROUND FLOOR - 10mm Carpet - 12mm Underlay - 9mm Plywood - 22mm Omnie Tor Floor, under floor heating - Hush 10 joist strips - 50mm x 200mm joists - 100mm hush slab between battens - Hush-Mesh fire wire - cables in ceiling void zone - 12.5mm plaster board - 3mm plaster skim

CAVITY WALL -3mm skim -12.5mm Plasterboard -nominal 2mm dabs -100mm internal block wall -90mm rigid insulation -10mm Cavity -100mm external block wall -20mm of 3 coat K render (self coloured)

Deitails of porch in abeyance Ceiling Joists Lapped & Bolted over wall 2No M8 Bolts (as per SE specifications)

HWC

LOWER GROUND FLOOR RETAINING WALL -3mm skim -12.5mm Foil backed Plasterboard

LOWER GROUND FLOOR RETAINING WALL -3mm skim -12.5mm Foil backed Plasterboard -nominal 2mm dabs -100mm internal block wall -50mm rigid insulation - As per SE specification 203mm Nudura Retaining wall - Refer to sectional drawings & SE Specifications

CANOPY ROOFS: -nominal 2mm dabs -100mm internal wall - Allow for a minimum of 100x50 C16block at 400c/c rafters -50mm rigid - Achieve curve from 300x50 C16insulation Rafter, cut to a radius curve of 6780mm - As per SE specification 203mm Nudura Retaining wall -100x50 wallplate bolted to house wall drawings M8 bolts at Specifications 600c/c - Refer to sectional & SE -175x100 C24 edge beams span 3m onto circular posts bear onto 600x600x225 concrete footings. (as per SE specifications)

Blue engineering bricks

First Floor non loadbearing stud walls built on double joists (as per SE specifications)

986 C303

FFL 33.5

First Floor non loadbearing stud walls built on double joists (as per SE specifications)

FFL 33.5 290

R 6780

Refer to Structural Engineers Detail: 203mm Nudura ICF Retaining Wall

DINING ROOM F/C 2710mm Finishes: - Floor; Slate, Under Floor Heating

Revisions

LIVING ROOM F/C 2710mm Finishes: - Floor; Slate, Under Floor Heating

3000

Terram 1000 filter membrance wrap (as per SE specifications)

Revisions

Backfilled as per SE specifications

Client

Perforated drainage pipe set as low as possible and conected to building's drainage system. As per SE specifications

Job Title

GREENHAY MUCKWELL LANE DEVON Drawing name

Code

PROPOSED - SECTION AA

GA

Scale

FFL 30.5

FFL 30.5

Date drawn

1: 20 @A1 Drawn by

JANUARY 2021 Drawingbricks size Blue engineering

A1

JW Job number

Drawing number

Revision

986 C113 .

A

F for Feasibility & P for Planning

B

C

D

truss position

centre line

E

BULWER YARD, 27 BULWER STREET, LONDON , W12 8AR

Line to denote BT Apparatus. To avoid damage it is recommended

scale 1:20

info@adamscollingwood.com

00mm

200mm

400mm

600mm

800mm

020 8735 5350 1000mm

1200mm

1400mm

1600mm

1800mm

2000m

DO NOT SCALE OFF THIS DRAWING - ALL DIMENSIONS TO BE CHECKED ON SITE

that mechanical excavators are not used within 600mm of British trussTelecommunications plc plant. Contractors to take precautions so as not to cut or disturb the lines. position

E RED LINES - Donate foundations below refer to SE drawings for details

5.0

3

03

Leylandii hedge removed and standard trees planted

E

ADAMS + COLLINGWOOD ARCHITECTS

F

F

ROOF PLAN

A

C

WEST ELEVATION

B

C

A

SLIDER

ADAMS + COLLINGWOOD ARCH ITECTS

C

A

B

SOUTH ELEVATION

ROOF PLAN

D

NORTH ELEVATION

D EAST ELEVATION

B

31.0

TELEPHONE 020 8735 5350

DO NOT SCALE OFF THIS DRAWING - ALL DIMENSIONS TO BE CHECKED ON SITE

020 8735 5350

WEST ELEVATION 5m

D

E E

F

D

4000

Master Bedroom

2500

Bath

Bedroom

Bedroom

2000 2500

3500

Bath

3500

MasterBedroom

2000

4000

E

E

EAST ELEVATION

Ensuite

W

0 34.3

ou 2 tsid 276 0 e fac e of w

all

ce 5 e fa sid 1180 Out to ce

d

+ To

shol

vel

W

+ To

thre

e fa

sid

+Le

30.8

Out

vel

W

9

10

11

32.0

+ To

31.5

30.5

32.0

0

.5 F 30 +LG d shol

thre

30.5

+Le

Farm Gate Lawn

1:80 Slope

28.0 Conservation Hedge

Revisions

Client

4000

Master Bedroom Bedroom

Pasture

Patio & Steps

F

37°

4000

Carpark/Drive/ Path

MR AND MRS W. HENDERSON Job Title

GREENHAY MUCKWELL LANE DEVON Drawing name

Code

GA

PROPOSED - SITE LEVELS Scale

Date drawn

1: 100 @A1

FEBUARY 2021

Drawn by

Drawing size

A1

JW Job number

Drawing number

Revision

986 C103 . F for Feasibility & P for Planning BULWER YARD, 27 BULWER STREET, LONDON , W12 8AR info@adamscollingwood.com

020 8735 53

DO NOT SCALE OFF THIS DRAWING - ALL DIMENSIONS TO BE CHECKED ON SIT

En-Suite

0m

1m

2m

3m

4m

5m

6m

7m

8m

9m

10m

Ridge Level 66.10

SOUTH ELEVATION

2700

SLIDER

Ridge Level 63.81

SLIDER

Ridge Level 62.84

300

2550

Stairs 200

2700

SLIDER

150

300

Ridge Level 62.06 Ridge Level 61.31

Kitchen / Diner Edge of Road Level Drive Level 58.40 58.30

1350

FIRST FLOOR PLAN

C

4000

Bedroom

2300

2500

Bath

1830

3270

B Bedroom

.0

scale 1:100

Stairs

.0

hous

fro

Slop

Lawn

Bath

30 Edge of flat lawn

e

m

ay

e aw

1:80

Legend

Entrance Level 57.64

F E

4000

D 4000

F

WEST ELEVATION 3500

FIRST FLOOR PLAN

SECTION AA SITE SECTION

EAST E

E

D

NORTH ELEVATION

C

A

B

Drive is 1:12 Slope

EAST ELEVATION F

C

A

B

EAST ELEVATION

WEST ELEVATION

Entrance Level 56.02

SOUTH ELEVATION

SLIDER

1830

Bathroom

3000 1830

Parking Level 56.02

3000

Bathroom

SLIDER

3500

Bedroom

A Stairs

1100

Bathroom

Ensuite

Ensuite

Shower

1100

SOUTH ELEVATION

C

Stairs

A

1100 3270

Bedroom Bedroom

Bedroom Bedroom

3270

2500

Bath 1830

Shower

3270

4000

MasterBedroom Bedroom

3000

Stairs

3000

4000

3500

4000

B

Ensuite

1100

Stairs

D

4000

2000

Bathroom

3500

D F

3500

Bedroom

F

3500

4000

12

8

30.8

Note: Refer to Phil Pawsey drawings for drainage information

E

2000

4000

4000

NORTH ELEVATION

D

4000

Shower

NORTH ELEVATION

11

15

7

Shower

WEST ELEVATION

10

13 14 16

6

5

4000

E

D

F

E

WEST ELEVATION Living Room

2700

SLIDER

2500

37° 8m

9m

NORTH ELEVATION

Code

Proposed - Site Section & Street Scene SLIDER

ADAMS + COLLINGWOOD ARCHITECTS

300 2700 1350

Drawing name

Scale

April 2021 Drawing size

Job number

Drawing number

F for Feasibility & P for Planning BULWER YARD, 27 BULWER STREET, LONDON , W12 8AR

E

D E

F

D

4000

4130

4000

Stairs

Bath

Revision 3270

1100

Stairs

B

E

D

F

B Kitchen / Diner

EAST ELEVATION

NORTH ELEVATION 6130

1870

B

E

B

6130

Cloaks / Utility

1100

Shower

UP

3270

B

D

Bedroom

Kitchen / Diner EAST ELEVATION

3500

NORTH ELEVATION

Ensuite

Bedroom

1870

3500

TELEPHONE 020 8735 5350

B

WEST ELEVATION

BULWER YARD, 27 BULWER STREET, LONDON , W12 8AR

WEST ELEVATION

Bedroom

Ensuite

EAST ELEVATION

3500

3500

Cloaks / Utility

Bedroom

F for Feasibility & P for Planning

R DE EL 4m HT

G

4000

Bath

Bedroom

2500

A

LARCH PANEL HT 1.2m

C

W

4000 1830

C

C

G H m AS 18 HT

3270

1100

Study 3000

4130

Bath

4000

4000

2500

Master Bedroom Stairs

2000

Bedroom

C

A

A

C

C

Living Room

5000

E

D E

D

F

ROOF PLAN GROUND FLOOR PLAN F

D

FIRST FLOOR PLAN

500

Kitchen / Diner

F

E

500

500

F

G

DK

GROUND FLOOR PLAN

D

G

Cloaks / Utility 500

RT

DK

TIN

AN

PL

DK

D

7

E

S

SV

AS

GR

LP

DK

G

C

Stairs

Shower

RS FE NI CO 7m HT

Living Room Stairs

5000

2000

4130

BS RU SH

D

VE

BS RU SH

PA

TP

G

OP HT 1.3m

R FE NI 7m HT

X

4000

CO

NE NY MH

A

Bathroom Study

C

4000

S

W YE 7m HT

AS

NE 10m

HT

X BO

PI

TW

S

CH

AS

GR

BEN

GR

E

GL

IN

SH

m

CB 1.8 HT

E

MH

A

MasterBedroom

9760

Stairs

1830

2000

4000

A

3000 4000

TIN

AN

PL

OV ER HE AD CA GE L BL NA E AI NE D AN VE DR CH PA

NP

C

EAVE LEVEL (TILE) 59.88 EAVE LEVEL (FASCIA) 59.71

A

Living Room

2000

4000

5000

Study

4130 9760

HT 1.2m

2000

3000

4000

RIDGE LEVEL 63.62

BS

S

EAVE LEVEL (TILE) 62.54 EAVE LEVEL (FASCIA) 62.37

63.01

AS

RU

SH

GR

LARCH PANEL

RIDGE LEVEL

E

GL

IN

SH

OF RO60.44 AT L FL VE LE

61.17

61.30

Stairs

A

4000

S

AS

GR

HT 2.5m

UP

D

A)

(TILE)

(FASCI

LEVEL

X BO X

MA TAR

BO

1015 P104 . 2// Four New Dwellings - Fetcham I was responsible for producing a proposal for 4 new dwellings from concept to planning. Part II Architectural Assistant, RIBA Stages 1-3 WEST ELEVATION

2000

2500

Drawing number

E-MAIL info@adamscollingwood.com

Living Room

Bathroom

1830

Job number

5000

Study

3500

Drawing size

JW

3000

3500

April 2021

Drawn by

4000

MasterBedroom

F

HEDGE

VE

PA

IC

LEVEL

NC

CO

EAVE

EAVE

LEVEL 62.91

64.06

TELEPHONE 020 8735 5350

DO NOT SCALE OFF THIS DRAWING - ALL DIMENSIONS TO BE CHECKED ON SITE

2000

1: 100@A1

Revision SECTION WESTA

1015 P102 .

Shower

Date drawn

3000

SLIDER

Scale

A1

JW

NORTH ELEVATION NORTH ELEVATION

F

E

D

F

4000

Bedroom

4000

37°

Code

Proposed - Semi-Detatched House Typology

GA

Date drawn

1: 100@A1 Drawn by

I was responsible for coordinating the technical design and tender information ofr a new build dwelling in GA South Devon Part II Architectural Assistant, RIBA Stages A1 4-5.

Drawing name

3500

20.00m

20.00m

BS RU 2m SH HT

IC

RIDGE

Kitchen / Diner

Lower Road, Fetcham, KT22 9NG

E-MAIL info@adamscollingwood.com

10m

3000

W YE 3m HT

CB HT 1.8m

S D VE

PA

UP

TW

B

1015 P002

LB

AC

ER ROA

7m

Job Title

Bathroom

3000

SETTS TARM

LOW

6m

3500

E m LIM 11 HT

ED

SH

TW

D

VE

AS

GR

ND

PO

UP

R FE NI 4m COHT

W YE 8m HT

RIDGE LEVEL

5m

DO NOT SCALE OFF THIS DRAWING - ALL DIMENSIONS TO BE CHECKED ON SITE

D

TW

PA

BS RU m SH 2-3 HT

ED

SH

LEVEL 62.88

RIDGE

TW

63.79

Living Room

4m

Littlerock Developments

Lower Road, Fetcham, KT22 9NG

B F

UP

HT 3m

TW

HEDGE

m

TW

NORTH 6130 ELEVATION

1870

3500

G

6130

3500

PE

UP

UP

20.00

H m AS 14 HT

WEST ELEVATION

G

PE

G

PE

G

S

AS GR

ED

SH

PE

1.8m

G

PE

HT

3500

3500

G

CB

TW

DK

RIDGE LEVEL

EAVE LEVEL EAVE LEVEL (TILE) 60.71 (FASCIA) 60.53

1// New Dwelling - South Devon

3m

WEST ELEVATION

E

D

E

F

PE

CB HT 1.8m

2000

G

PE

R FE NI 4m COHT

TW

m

CB 1.8 HT

FH

GRAS

S

Kitchen / Diner

1870

Cloaks / Utility

LEVEL 63.88

2m

Job Title

SLIDER

4800

G

Cloaks / Utility

SOUTH ELEVATION

CB HT 1.8m

EAVE LEVEL (TILE) 59.87 EAVE LEVEL (FASCIA) 59.71 EAVE LEVEL EAVE LEVEL (TILE) 60.71 (FASCIA) RIDGE LEVEL 60.53 62.38

RIDGE

2550

SLIDER SLIDER

E 2700 1350

1.8m

0m

.02

300

56

HT

Stairs

2000

.64

CB

CB HT 1.8m

57

MAC

.02

.02

56

56

TAR

62.84

B

EAVE LEVEL EAVE LEVEL (TILE) 60.63 (FASCIA) 60.50

PAVED

AC

2700

SLIDER

2500

Study

1m

Store

PE

SV

LANE

64.15

EAVE LEVEL EAVE LEVEL (TILE) 60.63 (FASCIA) 60.50

TARM

300

2700 1350

D

F SLIDER

Living Room

LP

EL

MAC

NN

TAR

KE

LEVEL

Bedroom

5000

1015 P102

SOUTH ELEVATION

1m

Littlerock Developments

EAST ELEVATION

WEST ELEVATION

Bin

G

ROOF PLAN

EAVE LEVEL EAVE LEVEL (TILE) 61.13 (FASCI A) 61.00

RIDGE

SLIDER SLIDER

300

10m 9m 8m 7m

60.27

1800

4800

.41

B

RU

SC

58

RIDGE LEVEL

2400

ADAMS + COLLINGWOOD ARCHITECTS

.40

RIDGE LEVEL 62.06

Living Room

6m 5m

4m 10m 3m 9m 1m 7m 0m 6m

Bedroom

2400

C

Revisions

SOUTH ELEVATION

E

58

.30

6100

C

300

2700

2500 scale 1:100

SLIDER

SOUTH ELEVATION

Study

RIDGE LEVEL

EAVE LEVEL (TILE) 58.15 EAVE LEVEL (FASCIA) 57.94

1800

58

C

3000

300

.64

SV

4000

Study

STREET SCENE

0m

4130

57

.42

Master Bedroom

WEST ELEVATIONEAST ELEVATION

Client

4000 300

CB HT 1.8m

Bedroom Ridge Level 64.15

Client

Living Room

NORTH ELEVATION

2550

Store

CL HT 1.2m

6100

scale 1:100

2m 8m

C

A

B Bin

CL HT 1.2m

58

1015 P102

Bedroom

Ridge Level 52.88

Revisions

5m

61.31

W YE 7m HT

1.8m

2000

HT

A

CL HT 1.2m

Ridge Level 66.10

scale 1:100

4m

21815

1.8m

Study

2m

CB

RIDGE LEVEL

W YE 7m HT

R FE NI 7m COHT

V CT

CB HT

Ridge Level 66.10

Ridge Level 63.81

3m

CABLE

A

300

GROUND FLOOR PLAN

EAST ELEVATION

C

Study

3000

F

TW

GROUND FLOOR PLAN

ES LIM 9m HT

CB TP HT 1.9m TAR MA C

HEAD

SOUTH ELEVATION

Study

3000

Living Room

5000

Stairs

A Cloaks / Utility

B 1870

1870

B

OVER

1.8m

2500

Bedroom

300

SLIDER

37°

5000

C

StairsA Kitchen / Diner Cloaks / Utility

1870

1870

6130

6130

Stairs

Cloaks / Utility

Study

WEST ELEVATION

3500

D

4000

m

LA

WEST ELEVATION

5000

Cloaks / Utility Kitchen / Diner

Living Room

Study

3500

4130

3000

2000

EAST ELEVATION

3500

NORTH ELEVATION3500

3500

E

DG HE 2.6 HT

EL

NN

3500

2000

4000

NE m PI 13 HT

KE E ST N WA BI

2000

4130

D

F E

Shower

3500

SV

SOUTH ELEVATION

3500

G

MH

Shower

9760

3000

Stairs

B

D

4000 CAB LE E DG m HE 1.6 HT

SV

NC CO

DK

DK

B

Bedroom

NORTH ELEVATION SOUTH ELEVATION

1.8m

F

4130

2000 ELEVATION NORTH

2000 AD

RHE

OVE

C

MA

CB HT

NE

SOUTH ELEVATION

E

3500 LP

TAR

G

1015 P002

A

F

3500

E

B

CB HT

Bath

2000

00

Bedroom

4130 4000

N

43

51

80

53

15

Bedroom

D

Bath

2550

Kitchen / Diner

6130

Living Room

E

5000

6130

EAST ELEVATION

4000

E

Kitchen / Diner

9760

MasterBedroom

2500

4000

9

7

4

TF

NORTH ELEVATION

4000

te

6

28

NORTH ELEVATION

te

12

3

30.5

DO NOT SCALE OFF THIS DRAWING - ALL DIMENSIONS TO BE CHECKED ON SITE

2// Four New Dwellings - Fetcham

.33 + 32

2

e

4m

TF

Revision

F for Feasibility & P for Planning BULWER YARD, 27 BULWER STREET, LONDON , W12 8AR

5

1

hous

Structure: Refer Structural Engineer's drawings and specification for all structural details, ground beams,

31.5

A3

Drawing number

986 C300 .

30.8

m

3m

JANUARY 2020 Drawing size

JW Job number

E-MAIL info@adamscollingwood.com

BULWER YARD, 27 BULWER STREET, LONDON , W12 8AR info@adamscollingwood.com foundations, and roof structure

Date drawn

1: 5@A3 Drawn by

4

thre

fro

F for Feasibility & P for Planning

GA

External Fabric Details 1 Scale

shol

vel

+Le

ay

This drawing is to be read in conjunction with all corresponding Structural Engineer's, Consultants drawings. Any discrepancies between the information shown to be reported to the Architect prior to manufacture or construction. The Construction methods and materials specified on these drawings are required to provide the low energy design requirements to achieve AECB Silver Standard. Any deviation from these details and methods are to match or better the Design and Performance Criteria. All other areas are to match and comply with current Building Regulation Legislation.

scale 1:50

2m

A1

and latest British Standards , to the recommendations of product manufacturers and relevant recognised trade institutions. Where specific British Standards are referred to, these shall be deemed to refer to the current editions including as far as practicable, any amended Standard requirements . No substitution for specified or approved materials will be permitted except by permission of the Architect, in writing.

986 C110 .

Code

W

+ To

d

d shol .50 F 33 +G

8

e aw

Drawing size

This drawing is based on the survey information prepared by Centre Line Surveys

All materials supplied and work carried out number shall be the best of their respective kindsRevision and shall Job numbercomply Drawing with the current Approved British Documents, local bylaws, good building practice, relevant

32.0

Drawing name

W

+ To

13

Slop

JANUARY 2021

Note: Dimensions marked 'to be confirmed on site', to be confirmed by the main contractor before commencing manufacture or construction. Dimensions marked 'to be confirmed on site', to be confirmed by the main contractor before commencing manufacture or construction. Do not scale from this drawing use only written dimensions.

Drawn by

JW

Job Title

th

l Pa

Leve

14

0

1: 50 @A1

MR AND MRS W. HENDERSON GREENHAY MUCKWELL LANE DEVON

16

thre

vel

1200

GA

drawn DPC toDate be lapped

32.5

17

00

Code

Aco Slot Drain

PROPOSED - LOWER GROUND FLOOR PLAN

18

ce

C

Client

Drawing name

Scale

32.5

19

e fa

A

Revisions

GREENHAY MUCKWELL LANE DEVON

20

7560 utsid O to ce

SOAK AWAY AT VEGETABLE PATCH

Job Title

21

0 34.3

50

e

truss position

MR AND MRS W. HENDERSON

33.0

.84 + 33

FFL 34.0 General Access Stair

1

+Le

hous

centre line

Client

33.5

G=2

66.6

m

truss position

33.0

SEWAGE TO PAWSEY DETAILS

E

2

34.0

R=1 00 G=4 33.5 FFL

fro

D

3

.88 + 33

15

ay

C

33.5 Revisions

.5

e aw

Ground Floor Slab 150x50 C30 with A252 mesh mid height all on 150mm compacted aggregate. (as per SE specifications)

B

In principle the back of the house (NNW side) is parallel with and on the existing 33m contour

Koster NBI DPC

9 8 7 6 5 4

Slop

A

Grass edge, no hard landscape

1: 80 Fall

34

.0

.0 + 35

e fa

450x100x225 Pad Stones (as per SE specifications)

34.0

35

FFL 35.0 General Access Stair

sid

LOWER GROUND FLOOR - 10mm Slate tile floor - 3mm 25 Ditra mat. Bedded on suppliers recomendations - 75mm Screed with wet underfloor heating pipes. - 120mm insulation Kingspan K3. - Delta membrane.To be installed to manufacturers recomendations. - U-value 0.13 W/m2K

.5

.5

G=3

Render bellmouth stop bead

all

1:80

34

Up

35

New underground cable duct 100mm diameter for incoming BT & Data

w

1:80

Full height proprietary pocket door and ceiling track recessed, and no floor track

.5

Window System to Be Agreed with Client

of

.0

p

35

BLUE LINES - Donate structure above refer to SE drawings for details

36

all

GREEN LINES - Donate drainage & underground services for diagramatic purposes. Contractor design portion.

9 10 11

fac

e

Drive

ToW 34.20

0

ram

WLG-06

8

35

To

7

e

No clear boundary

Flat Parking Area

27

tsid

1:7

C

A

3840

B

6

.79 + 33 .86 + 33

1:60 Fall away from garage

ou

Out

Twin 254x102x25 UB bolted together. Outer beam galvanised.

450x100x225 Pad Stones (as per SE specifications)

.0

.05 F 34

EG

AG

AR

+G

RL

To

2601 5 ide face of w

WLG-08 DLG-07

DLG-02 WLG-03

36

Possible MH

Old House

trees

NORTH ELEVATION

EXTRACT/SUPPLY - MVHR SYSTEM - To manufacturer recomendations

Supply Extract

Blue engineering bricks

MH

Twin 254x102x25 UB bolted together. Outer beam galvanised.

.5 36

VP

Small

DLG-05

Aco Slot Drain

02

.0

.5

Old Garage

TH Tap

EL TH

59.0 R=1 30.5 FFL

First Floor non loadbearing stud walls built on double joists (as per SE specifications)

C308 DLG-04

Aco Slot Drain

37

36

RL

Oil tank (removed)

ToW 35.62

outs

C

A 900 134

nde me om rec it is age id dam tus . To ara App BT

5

RWP

F

ote

4

F

to den

3

E

avo

D

ne

2

D

RWP BIG

First floor joists 200x50 C24 at 400c/c (as per SE specifications)

.0

B 1

Fresh air vent for solid fuel fire

03

37

TF

Curtain detail to be agreed with client

14 13 12

SOUTH ELEVATION

2910

WLG-01

137

ELECTRIC SMART METER & CONSUMER UNIT

0m 60 d wit hin use not are tors ava l exc nica t me

cha

E

EAST ELEVATION

5495 LIVING ROOM F/C 2710mm Finishes: - Floor; Slate, Under Floor Heating

15

34.01

Wood piles (removed)

.0 36

0 ll 2652 of wa face

137

.5

ToW

ToW 35.10

Stump (removed)

tside

G=300

Aco Slot Drain 5500

INTERNAL BLOCK WALL - 3mm skim - 12.5mm plasterboard - 2mm dabs - 100mm 7N dense block wall - 2mm dabs - 12mm plasterboard - 3mm skim

16

Supply

DINING ROOM F/C 2710mm Finishes: - Floor; Slate, Under Floor Heating

37

20 19 18 17

[N.B. All other internal walls are MH and can be built of the slab] (as per SE specifications)

C309

Aco Slot Drain

Render bellmouth stop bead

21

.5

Grass

EL

To ou

02

B

ir

Mains Tap

100m 7N dense block wall on 450x225 Strip Footing. Delta drain MH & RW non-loadbearing

203x203x46 UC with joists built into webs (as per SE specifications)

R=159.0 FFL 30.5

d tha

Up

01 s Sta

TAP

Gate

37

Tree in wall

34.14

Overhead cable rerouted underground

ll

1

KITCHEN F/C 2710mm Finishes: - Floor; Slate, Under Floor Heating

Delta drain MH & RW

WC F/C 2710mm Extract Finishes: - Floor; Slate, Under Floor Heating

UH MANIFOLD

2

Mains Tap

ALL LINTELS: Standard duty catnic TS110/100 or similar (as per SE specifications)

RWP BIG

SVP

.0

ToW

ToW

Concrete

Grass n Chicke coop

all

t for

flow

Duc mm

100

ting

5

1870

TAP

4

LOAD BEARING STUD WALL - 3mm skim - 12.5mm plasterboard - 9mm OSB - 89mm stud wall - 9mm OSB - 12mm plasterboard - 3mm skim

ToW

ToW 34.89

18 13 0 e fa ce of w

& retu rn mai ns elec tric

& met er er wat ns Mai

Hea

B

uni mm eco Tel ish

3

E

Brit

SVP

GROUND FLOOR - 10mm Carpet - 12mm Underlay - 9mm Plywood - 22mm Omnie Tor Floor, under floor heating - Hush 10 joist strips - 50mm x 200mm joists - 100mm hush slab between battens - Hush-Mesh fire wire - cables in ceiling void zone - 12.5mm plaster board - 3mm plaster skim

Rodding Point

FFL Ge 34.0 neral Acces

ToW

d wa

m of

SVP

020 8735 5350

Buried

gere

RWP BIG

BULWER YARD, 27 BULWER STREET, LONDON , W12 8AR

Stag

01

Revision

F for Feasibility & P for Planning

k

sid

100

Met

s. line the urb or dist to cut not as s so tion e pre cau to tak

pla nt.

Con trac

tors

CAVITY WALL -3mm skim -12.5mm Plasterboard -nominal 2mm dabs -100mm internal block wall - 90mm rigid insulation - 10mm Cavity

-100mm external block wall Expamet render mesh where -20mm of 3 coat K render (self coloured) there is a surface change BELOW GROUND RAINWATER HARVESTING TANK

Drawing number

986 C114 .

ing

cat ion s plc

4255

38

Wire fence

SECTION AA

137

Job number

of ban

Bottom

Exist

2400

ToW

450x100x225 Pad Stones (as per SE specifications)

Back fill

137

A1

JW

Stump SW

TP

Twin 254x102x25 UB bolted together. Outer beam galvanised.

Double Joists to trim Stairwell (as per SE specifications)

Back fill

4200

Existing vehicular access restored

ToW

LOWER GROUND FLOOR RETAINING WALL - 150mm Local Stone wall - As per SE specification 203mm Nudura Retaining wall - Refer to sectional drawings & SE Specifications

EAST ELEVATION

100x100x5 SHS Post on; 450x100x225 padstone onto foundation wall

Cooker hood/Extract; to extract through wall above ground

Rodding Point

JANUARY 2021 Drawing size

DO NOT SCALE OFF THIS DRAWING - ALL DIMENSIONS TO BE CHECKED ON SITE

out

200mm ICF retailing wall all as section drawing and SE Specifications.

er

F

Terram 1000 filter membrance wrap (as per SE specifications)

Date drawn

1: 20 @A1 Drawn by

info@adamscollingwood.com

To

E

C

Scale

Gate

eer's drawings and specification for all structural details, ground nd roof structure

LOWER GROUND FLOOR RETAINING WALL -3mm skim -12.5mm Foil backed Plasterboard -nominal 2mm dabs -100mm internal block wall -50mm rigid insulation - As per SE specification 203mm Nudura Retaining wall - Refer to sectional drawings & SE Specifications

elec tric

D

A

GA

PROPOSED - SECTION BB

TP

CAVITY WALL -3mm skim -12.5mm Plasterboard -nominal 2mm dabs -100mm internal block wall -90mm rigid insulation -10mm Cavity -100mm external block wall -20mm of 3 coat K render (self coloured)

Line to denote BT Apparatus. To avoid damage it is recommended that mechanical excavators are not used within 600mm of British Telecommunications plc plant. Contractors to take precautions so as not to cut or disturb the lines.

C

in gara GF ge man LGF ifold in gara man ge ifold in gara ge Hea ting flow & retu mm rn Duc t for mai ns

D

SECTION AA

truss position

centre line

B

LowerCode Ground Floor Level

Drawing name

Top of bank

ROOF - Riverstone Phylite Ultra preholed tiles - Battens - 18mm marine plywood screwed & glued to top as specified by SE - Kingspan Nilvent or an alternative aproved by architects - 125mm Kooltherm K7 pitched roof board between rafters. - Kingspan 37.5mm kooltherm K118 insulated plasterboard - Vapour control layer - 3mm British Gypsum Dura skim plaster coat

STAIRS Overall rise from consisting of one flight 3000mm,16no equal risers 187.5mm, all tread to have a 220mmm going generally treads are 900mm width & 245mm depth (25mm nosing) - Guarding/handrails - on pitch line to be min 900mm., at landings min 900mm - Glazing in critical locations - Any panels of glazing being fitted in the critical locations as specified in Approved Documents K should comply with BS 6206:1981 - Design of guarding - to ensure 100mm sphere cannot pass through any openings & that children cannot readily climb guarding

Wall

truss position

A

read in conjunction with all corresponding Structural Engineer's, Any discrepancies between the information shown to be tect prior to manufacture or construction. The Construction s specified on these drawings de the low energy design requirements to achieve AECB Silver on from these details and methods are to match or better the nce Criteria. All other areas are to match and comply with lation Legislation.

GREENHAY MUCKWELL LANE DEVON

To

F

ADAMS + COLLINGWOOD ARCHITECTS C

Job Title

WM

LEGEND: CONSTRUCTION

A

MR AND MRS W. HENDERSON

Muckwell Lane

to be confirmed on site', to be confirmed by the main mmencing manufacture or construction. Dimensions marked 'to to be confirmed by the main contractor before commencing ruction. Do not scale from this drawing use only written on the survey information prepared by Centre Line Surveys

ADAMS + COLLINGWOOD ARCHITECTS

Lower Ground Floor Level

Client

MR AND MRS W. HENDERSON

WM

and work carried out shall be the best of their respective kinds the current Approved British Documents, local bylaws, good vant and latest British Standards , to the recommendations of rs and relevant recognised trade institutions. Where specific referred to, these shall be deemed to refer to the current ar as practicable, any amended Standard requirements . No fied or approved materials will be permitted except by chitect, in writing.

Ground Floor Level

FFL 33.5

Ground Floor Level

2710

TELEPHONE 020 8735 5350

LOAD BEARING STUD WALL - 3mm skim -12.5mm plasterboard - 2mm dabs - 9mm OSB - 75mm stud wall - 9mm OSB - 2mm dabs -12.5mm plasterboard - 3mm skim

PRINCIPLE BEDROOM F/C 2400 Finishes: - Floor; Carpet, Under Floor Heating

2670

F for Feasibility & P for Planning

BEDROOM 2 F/C 2400 Finishes: - Floor; Carpet, Under Floor Heating

To outside face of wall

JW

Drawing number Job number

Drawing sizeDrawn by

F for Feasibility & P for Planning

Revision Drawing number

A1

Drawing size

290

April 2021

Date drawn

3000

2710

Code

BEDROOM 3 F/C 2400 Finishes: - Floor; Carpet, Under Floor Heating

9110

2000m

01

DO NOT SCALE OFF THIS DRAWING - ALL DIMENSIONS TO BEOFF CHECKED ON SITE - ALL DIMENSIONS TO BE CHECKED ON SITE DO NOT SCALE THIS DRAWING

1800mm

E-MAIL info@adamscollingwood.com

1600mm

Job number

1400mm

JW

1200mm

FFL 30.5

Drawn by

1000mm

1: 100@A1

800mm

02

Scale

600mm

Client

400mm

Revisions

200mm

Job Title

SLIDER

E D

03

Drawing name

ADAMS + COLLINGWOOD ARCHITECTS

FFL 30.5

scale 1:20

00mm

986 C310

April 2021 1: 100@A1

986 C300

986 C310

Date drawnScale

Blue engineering bricks

Client

Revisions

2670

450x100x225 Pad Stones (as per SE specifications)

Job Title

LIVING ROOM F/C 2710mm Finishes: - Floor; Slate, Under Floor Heating

Twin 254x102x25 UB bolted together. Outer beam galvanised.

Drawing name

Littlerock Developments Littlerock Developments

3560

CANOPY ROOFS: - Allow for a minimum of 100x50 C16 at 400c/c rafters - Achieve curve from 300x50 C16 Rafter, cut to a radius curve of 6780mm -100x50 wallplate bolted to house wall M8 bolts at 600c/c -175x100 C24 edge beams span 3m onto circular posts bear onto 600x600x225 concrete footings. (as per SE specifications)

FFL 33.5

Proposed - Semi-Detatched Proposed - Semi-Detatched GA House Typology House Typology

FFL 33.5 986 C300

R 6780

BULWER YARD, 27 BULWER STREET, BULWER LONDON , W12 YARD, 27 8AR BULWER STREET, LONDON , W12 8AR

1015 P104 1015. P104 .

Lower Road, Fetcham, KT22 9NG Lower Road, Fetcham, KT22 9NG

203x203x46 UC with joists built into webs (as per SE specifications)

TELEPHONE E-MAIL 020 8735 5350 info@adamscollingwood.com

A1

Revision

2400

GA

Code

986 C301

ADAMS + COLLINGWOOD ARCHITECTS

20 mm

4 mm

4 mm 6 mm

6 mm

16 mm

2470

INTERNAL BLOCK WALL - 3mm skim - 12.5mm plasterboard - 2mm dabs - 100mm 7N dense block wall - 2mm dabs - 12.5mm plasterboard - 3mm skim

LOAD BEARING STUD WALL - 3mm skim -12.5mm plasterboard - 2mm dabs - 9mm OSB - 75mm stud wall - 9mm OSB - 2mm dabs -12.5mm plasterboard - 3mm skim

CANOPY ROOFS: - 100x50 C16 at 400c/c rafters - 100x50 wallplate bolted to house wall M8 bolts at 600c/c - 175x100 C24 edge beams span 3m onto circular posts bear onto 600x600x225 concrete footings. (as per SE specifications)

986 303

HALL F/C 2400 Finishes: - Floor; Carpet; Under floor heating

0

MVHR

2400

MVHR

270

CAVITY WALL -3mm skim -12.5mm Plasterboard -nominal 2mm dabs -100mm internal block wall -90mm rigid insulation -10mm Cavity -100mm external block wall -20mm of 3 coat K render (self coloured)

HWC

INTERNAL BLOCK WALL - 3mm skim - 12.5mm plasterboard - 2mm dabs - 100mm 7N dense block wall - 2mm dabs - 12.5mm plasterboard - 3mm skim

986 C301

BEDROOM 2 F/C 2400 Finishes: - Floor; Carpet, Under Floor Heating

GROUND FLOOR - 10mm Carpet - 12mm Underlay - 9mm Plywood - 22mm Omnie Tor Floor, under floor heating - Hush 10 joist strips - 50mm x 200mm joists - 100mm hush slab between battens - Hush-Mesh fire wire - cables in ceiling void zone - 12.5mm plaster board - 3mm plaster skim

ADAMS + COLLINGWOOD ARCHITECTS

03

This drawing is based on the survey information prepared by Centre Line Surveys

.0

Note: Dimensions marked 'to be confirmed on site', to be confirmed by the main contractor before commencing manufacture or construction. Dimensions marked 'to be confirmed on site', to be confirmed by the main contractor before commencing manufacture or construction. Do not scale from this drawing use only written dimensions.

34

1// New Dwelling - South Devon


PRECEDENTS VERTICAL CITY, ROTTERDAM by OMA 21,6 %

43,9 %

72,000 m2

HOTEL

1,2 %

COMMON AREA

16 %

BEIRUT TERRACES, BEIRUT by Herzog & de Meuron

35,000 m2

OFFICES

15,5 %

2,3 %

BEURSTRAVERSE ARCADE, ROTTERDAM by CIE ARCHITECTS

HOUSING

19,000 m2

2,000 m2

CAR PARK 25,000 m2 RETAIL 6,000 m2 OTHERS 1,000 m 2

TOTAL 160,000 m2

SOURCE: CIE

CONCEPT DIAGRAMS Proposed Shopping Mall

1/1000 MASTERPLAN

EXPO site

D

Existing Industrial Zone

Proposed Primary School

A

A’

B

Circulation Core Studio Apartments 45 m2 Two Room Apartments 60 m2

B’

Three Room Apartments 90 m2 Four Room Apartments 120 m2

C

In every 5 floors, - 1 Studio - 9 Two Room Ap. - 7 Three Room Ap. - 2 Four Room Ap.

Every 5 storey Modules rotated 90° - Studios 5% - Two Room Ap. 45% - Three Room Ap. 40% - Four Room Ap. 10 %

C’

D’

In 15 storey tower, 57 dwellings; - 3 Studios - 27 Two Room Ap. - 21 Three Room Ap. - 6 Four Room Ap. / 3 Duplex

0

20

40

60

1/1000 SITE SECTIONS SECTION AA’

SECTION BB’ SECTION CC’

SECTION DD’

Politecnico di Milano_ Scuola di Architettura Urbanistica e Ingegneria delle Costruzioni Corso di Architettura - Ambiente Costruito - Interni A.Y. 2017-2018

Architectural Design Studio 1

Professors: Matteo Poli, Mina Akhavan, Matteo Moscatelli Tutors: Alessandro Raffa, Celeste Calzolari and Riccardo Radaelli

VERTICAL VILLAGE

Fulya Esmer _ 10594977 Jad El Hayek_10593611 Serra Ünal _ 10594192 Jacob Westerman _ 10502591

Group Delivery

4 4

19 February 2018

Communal roof terrace

Floor 9, Plan

cafés Industrial vehicular access

Offices

Floor 12, Plan

Floor 10, Plan

Longitudinal Section AA’`

8


North Elevation

North Elevation

East Elevation

1:200

East Elevation

1:200

GSEducationalVersion

GSEducationalVersion

West Elevation

West Elevation

1:200

GSEducationalVersion

North Elevation Analysis

South Elevation

South Elevation

1:200

GSEducationalVersion

East Elevation Analysis

West Elevation Analysis

South Elevation Analysis

Floor 13, Plan

community centre Roof Terrace Plan AA’

industrial unit

BB’

BB’

AA’

Ground Floor Plan

Transversal Section BB’

9


B

A

A co-working space B jazz bar Axonometry Roof

Roof

B

C

A

3

1

4

2 5

A sound record studio 1 main perform place 2 viewing place 3 isolate room l

Second Floor

4 isolate room ll 5 isolate room lll B jazz bar C movable performance stage Axonometry Second Floor

2

3

1

Measures

Measures

Measures

First Floor

1 shared apartment for visiting guests/ musicians 2 instrument shop 3 children theatre Axonometry First Floor

2

3

3 3 4

5 2

Basement & Ground Floor

1

1 theatre 2 technical room (sound and light) 3 bathroom

4

4 bar 5 closet/info, ticket desk Axonometry Ground Floor

6

3

9

5

2

On the first floor there is the temporary dwelling for the visiting musicians. With steel frame and aqual panels, we create a series of wall for the dwelling and at the same time removed the existing windows, as a result,outside the dwelling it becomes a loggia that provide leisure yet semi- private space for the visitors.

8

On the second floor, there is a sound recording studio connected to the dwelling, with the same method as the dwelling, we created loggia surround the recording studio. Eventually reach the roof top, we have a co-working space also connect directly by the spiral staircase from the dwelling, provide convinience and privacy for the peopel that stay in the dwelling to work comfortably.

7 8

5

6

Our main design strategy starts with inserting different organic shapes into the existing structures, and give them new functions. As we can see in the diagram above, which illustrate the design strategies on the right wing of building. In the basement and ground floor, there is a theatre which surrounded with new translucent glass panel wall, the curved organic shape free the existing strcuture from being touched, at the same time give the rigid historical building a new form.

8 1

At last, our design aim is to keep the existing structure and insert new forms and functions into the building. The adaption of organic curved forms not only emphasize our aim to distinguish the new functions and shape into the exisiting building, but also provide interesting experience of space inside the rigid and symmetrical building. We hope that every visitor that enter this building can enjoy different special moments from concert, dining, living to shopping.

1

1&4

6 6

1

Politecnico di Milano, Scuola di Architettura Urbanistica Ingegneria delle Costruzioni Master Degree in Architecture, Built Environment, Interiors, A.A. 2017/2018

Architecture of Interiors Design Studio

Prof. Marta Averna and Luana Filogamo, with Edvige Casu, Claudia Deplano 1 waiting area 2 changing room for women 3 changing room for men

10

4 storage 5 practice room 6 make-up room 7 lockers

UPGRADING

Colonia Montana di NAME OF YOUR BUILDING TITLE OF THE PLATE AND SCALE OF DRAWINGS

8 bathroom 9 kitchen Axonometry Basement Floor

Yun-Yu Liu 10464260 - Federica Ponticelli 10456758 - Jacob Westerman 10502591


B

B

B3

C1

C1 B2

3

3

+1.5m

B1

B1

B1

B1

B1

B1

B1

B1

B1

B2

+1m

B1

B1

B1

A

+ 0.5m

+0 m

B2 B1 B2

- 0.25m

5

B1

- 0.5m B2

- 0.75m

1

B2

B3

C2

B3

element code C1

material

type

dimension

steel

square hollow section

300mm x 300mm

C2

steel

circular hollow section

Ø=125 mm

B1

steel

IPE 160

b=82 h=160

IPE 600

b= 220 h=600

B2

steel

2 1 theatre 2 technical room (sound and light)

B3

3 bathroom 5 closet/info, ticket desk Plan Ground Floor scale 1:50

Structural Plan Ground Floor scale 1:50

Plan Ground Floor scale 1:50

B

B

B

C1

8

8

4

A

References

1

6

C2

element code C1

material

type

Our main design strategy starts with inserting different organic shapes into the existing structures. In the basement and ground floor, there is a theatre which surrounded with new translucent glass panel wall, the curved organic shape free the existing strcuture from being touched, at the same time give the rigid historical building a new form.

dimension

steel

square hollow section

300mm x 300mm

C2

steel

circular hollow section

Ø=125 mm

B1

steel

IPE 160

b=82 h=160

B2

steel

IPE 600

b= 220 h=600

1&4

1 waiting area 4 storage 6 make-up room 8 bathroom Plan Basement Floor scale 1:50

Plan Basement Floor scale 1:50

There are two levels of seats for the audiences. One entrance is from the basement, which can be reached by lift or stairs. When visitors reaching the basement through the stairs or lift, they arrive at another beginning of the curve, which will lead them to the entrance of the theatre. The other entrance is on the ground floor, which close to the closet and bar in the lobby of the ground floor. Both floors have bathrooms for the visitors. There are also closet on the ground floor. The translucent curved glass wall covered the whole theatre, create semi-luscent space for the theatre. The space between the new wall and the existing wall become storage and circulation space for the staff.

B Politecnico di Milano, Scuola di Architettura Urbanistica Ingegneria delle Costruzioni Master Degree in Architecture, Built Environment, Interiors, A.A. 2017/2018

Architecture of Interiors Design Studio

Prof. Marta Averna and Luana Filogamo, with Edvige Casu, Claudia Deplano

UPGRADING

11

Colonia Montana di NAME OF YOUR BUILDING TITLE OF THE PLATE AND SCALE OF DRAWINGS Yun-Yu Liu 10464260 - Federica Ponticelli 10456758 - Jacob Westerman 10502591


at 2-5 years

Approx Max Height: 12m Approx Max Coverage: 8m

at 20-50 years

Au gu st Se pt em be r Oc to be r No ve m be r De ce m be r

Ju ly

ay

Ju ne

Acer Davidii

Cercis Siliquastrum

20

20

The current topographic status of the plot before

Intervention by applying sunken playgrounds and basketball courts that are an extension to existing Garden Park Concept Axonometric nearby sports facilities

intervention Hill Park Concept Axonometric

Sunken court days and sto

Full Maturity at 10-20 years

Full Maturity at 20-50 years

Cercis Siliquastrum

Approx Max Height: 12m Approx Max Coverage: 8m

50

50

Trees

Full Maturity at 5-10 years

50

20

50

at 20-50 years

Full Maturity at 5-10 years

Magnolia 'Atlas'

Approx Max Height: 12m Approx Max Coverage: 8m 10

10

Maturity 20 00 Full10

Master Plan 1:1500

Full Maturity at 20-50 years

Approx Max Height: 12m Approx Max Coverage: 4m

00

00

Sculpture Garden Canopy Plan 1:500

Full Maturity at 5-10 years

Ilex × Altaclerensis

10

Full Maturity at 50 years

Full Maturity at 10-20 years

Approx Max Height: 12m Approx Max Coverage: 8m

00

Full Maturity at 20-50 years

Full Maturity at 5-10 years

Quercus Dentata

Approx Max Height: 12m Approx Max Coverage: 8m

01 Longitudinal Section 1:1500

Sport & Hill Park Canopy Plan 1:500

Full Maturity at 20-50 years

Approx Max Height: 12m Approx Max Coverage: 8m

Sculpture Garden Canopy Plan 1:500

Full Maturity at 20-50 years

Approx Max Height: 12m Approx Max Coverage: 8m

M

Ap r il

ua ry Fe bu ar y M ar ch

Malus × Moerlandsii

Trees shall be used not only to accentuate the beautification of the public spaces, but to also reduce local noise pollution and rainwater runoff, by massing the majority of the trees outside of the flood zone, the aim is to reduce the rate and the quantity of surface water entering into the Naviglio and the River, thus reducing the flood risk to the overall neighborhood.

Full Maturity at 20-50 years

Full Maturity at 5-10 years

+4.00m +0.00m

Full Maturity at 5-10 years

Approx Max Height: 12m Approx Max Coverage: 4m

+0.00m

A new permeable pedestrian and cycle route will be centrally location to enable and to encourage local residents to circulate through the new public space, the

Full Maturity at 5-10 years

The current topographic status of the plot before intervention

-1.20m

The current topographic status the before path will connect existing nodes toof each andplot residential intervention

Intervention by digging our the natural soil to create natural water basins Sunken courts act as rainwater collectors in rainy days and stores the water collected for future use

the cycle network. The hard surface shall Intervention by to applying sunken playgrounds and Pedestrian & buildings be permeable to permit the percolation of rainwater basketball courts that are an extension to existing to the ground. Cycle Routes through

nearby sports facilities

Piling the soil t hills, thus, allow rainy days

8

Rhododendron Arboreum

21

33

Full Maturity at 5-10 years

01 Longitudinal Section 1:1500 Full Maturity

31

at 10 -20 years

Full Maturity at 20-50 years

Allotments

30

Acer campestre

Approx Max Height: 12m < Approx Max Coverage: 8m

Hills 26

27

28

29

30

32

20

Betula pendula 'Youngii

Full Maturity at 20-50 years

Betula pendula 'Youngii

Approx Max Height 8m Approx Max Coverage: 8m

Full Maturity at 2-5 years

Populus alba

Sculpture Garden Ground Plan 1:500 00 Sport & Hill Park Canopy Plan 1:500

10

Full Maturity at 50< years

The current topographic status of the plot before intervention

Full Maturity at 2-5 years

Approx Max Height: 12m 20 50 Approx Max Coverage: 8m

Full Maturity at 20-50 years

20

Water Basins

11

Approx Max Height 8m Approx Max Coverage: 8m

Public sport and recreation facilities will be located in sunken spaces, with tier seating Sunken courts act as rainwater collectors in rainy all around for spectators and days and stores the water collected forgatherings. future The usesports social facilitiessoil will to act as a giant Intervention by digging our the natural sustainable urban drainage create natural water basins system to collect rainwater during heavy downpours.

Intervention by applying sunken playgrounds and basketball courts that are an extension to existing nearby sports facilities status of the plot before The current topographic intervention

Dramatic topographical sculptural Hill Park Detail 1:200 landscape design features, will be used as flood barriers in a areas that are at flood risk, thecommunity hill will be createdgardens out of the The ground dug to form the basins.

re-imagine what used to be scattered private The community gardens re-imagine Water Ditch gardening offering what usedspaces, to be scattered private a designed of landa designed gardening peice spaces, offering for everyone to grow fruitsto grow piece of land everyone Piling the soilfor that has been taken out to create andfruits vegetables Water Basins and vegetables hills, thus, allowing the basins to collect water on rainy days

9

Sport & Hill Park Ground Plan 1:500 Full Maturity at 2-5 years

Cyclamen 'Sierra Pink’

Approx Max Height: 0.5m Approx Max Coverage: 0.5m

ture Park Grid Analysis

Full Maturity

Approx Max Height: 0.1m Animating the grid by replacing the trees with gravel that would serve as a mat for sculpture Approx Max Coverage: display 0.1m

Further alternation of th grid is applied by replacing trees with flowers that bloom in winter which make the trees act as homogenous background that brings out the sculptures

create natural water basins

A Lido filled with river water that has been naturally purified through a filtration system reliant on plant species. The pool will act a flood plain in the event of a major flood.

Cyclamen alpinum 01 Sculpture Garden Cross Section 1:200 Pedestrian & Cycle Routes

Sport Park Vegetation

Piling the soil that has been taken out to create hills, thus, allowing the basins to collect water on

rainy days Master Plan Analysis

Full Maturity at 2-5 years

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

A typical system of water irrigation seen in the Lombardy region, the system relies heavily on the naturally warm Lombardy water which never freezes.

Full Maturity at 2-5 years

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

osen stone for the ding gravel erona Bianco hosen stonewith forathe on binding range of gravel elf found at Granulati Verona Bianco with a bio.v ension range of m found at Granulati obbio.

A common sustainable urban drainage system, which collects rain water in large topographical basins to, and then allowed to naturally feed the local plant life.

Trees shall be used not only to accentuate the beautification of the public spaces, but to also reduce local noise pollution and rainwater runoff, by massing the majority of the trees outside of the flood zone, the aim is to reduce the rate and the quantity of surface water entering into the Naviglio and the River, thus The current topographic statusTrees of the plot before reducing the flood risk to the overall Intervention neighborhood. by digging our the natural soil to

intervention

Cyclamen 'Miracle White'

ny use

11

Sculpture Garden Ground Plan 1:500 01 Sculpture Garden Cross Section 1:200at 2-5 years

Full Maturity at 2-5 years

Cyclamen alpinum

ees arranged in a grid that is derived from e urban linearity and geometry of the rounding urban fabric

Biopiscina

29

Full Maturity at 2-5 years

Low Vegetation

Allotments are a semi-private garden in an urban zone that lacks private external space. The allotments shall be located on a flood plan that cannot be built upon.

Hill Park Diagrammatic Formation

Full Maturity at 2-5 years

Garden Park Detail 1:200

SCHOOL OF ARCHITECTURE URBAN PLANNING CONSTRU MASTER IN ARCHITECTURE- BUILT ENVIRONMENT INTER

Intervention by applying sunken playgrounds an basketball courts that are an extension to existin nearby sports facilities

The current topographic status of the plot before intervention

A new permeable pedestrian and cycle route will be centrally location to enable and to encourage local residents to circulate through the new public space, the path will connect existing nodes to each and residential buildings to the cycle network. The hard surface shall be permeable to permit the percolation of rainwater through to the ground.

Sport Park Diagrammatic Formation

Shared Master plan 1:6000 Sport & Hill Park Ground Plan 1:500

n

Trees arranged in a grid that is derived from Further alternation of th grid is applied by replacing trees the urban linearity and geometry of the 00 10 with flowers that20bloom in winter50which make the trees act surrounding urban fabric Sculpture Garden Concept Axonometric 02 Sculpture Garden as homogenous background that brings out the sculptures Sculpture Park Grid Analysis

Hill & Garden Park Canopy Plan 1:500

n Island Concept Axonometric bounded gravel, is a meable nd surface, which r is NGINEERING ndant on stones Y. 2017/2018

Charles Barakat Cort Widlowski Emi Karemani Jacob Westerman

ARCHITECTURAL THEMATIC STUDIO Professor: C. Fontana - R. Renzo - G. Garrone

ounded gravel, is a ble surface, which color The current topographic status of the plot before ent on stones used. intervention Sport Park Diagrammatic Formation

10611317 10604157 10409429 10502591

Intervention by applying sunken playgrounds and basketball courts that are an extension to existing nearby sports facilities

Key Plan

Group

Board

05

04

Allotments Animating the grid by replacing the trees with 00 01 Hill Garden Cross Section 1:200 gravel that would serve as a mat for sculpture Hills display

Further alternation of th grid is applied by replacing trees with flowers that20bloom in winter which make the trees act as homogenous background that brings out the sculptures

01

Allotments are a semi-private garden in an urban zone that lacks private external space. The allotments shall be located on a flood plan that cannot be built upon.

01

Water Basins

Ceppo Paving

Ø 140

Self-Binding Gravel Verona Bianco

Public sport and recreation facilities will be located in sunken spaces, with tier seating all around for spectators and social gatherings. The sports facilities will act as a giant sustainable urban drainage system to collect rainwater during heavy downpours.

Resin Bound Gravel

1415

10

02

Sunken courts act as rainwater collectors in rainy days and stores the water collected for future use 01 Sport Garden Cross Section 1:200

05

Dramatic topographical sculptural landscape design features, will be used as flood barriers in a areas that are at flood risk, the hill will be created out of the ground dug to form the basins.

Water Ditch

Biopiscina

Water Basins

Ø 76

A common sustainable urban drainage system, which collects rain water in large topographical basins to, and then allowed to naturally feed the local plant life.

t

pte m be r to be r No ve m be r De ce m be r Oc

ly

ne

Au gu s

ay

Ju

Ju

M

Se

ry

h l Ap ri

ua

arc M

Ja nu

Trees

Fe b

ary

Hill & Garden Park Ground Plan 1:500

Populus alba

Site Lighting Element 1:30

02 Sport Park

Salix alba 'Tristis'

Approx Max Height: 12m Approx Max Coverage: 8m

r

r r

be

No ve m

t

m be

us

to be

h

ua ry

nu ary

De

pte

Oc

ly

Se

ne

Au g

Ju

Ju

l

ay

M

Ap ri

arc

M

Fe b

Board

04

Cupressus macrocarpa

Sport Park Plan Detail 1:200

Cupressus sempervirens

Prunus laurocerasus

Approx Max Height: 1m Approx Max Coverage: 1.5m

Cyclamen 'Sierra Pink’

Acer campestre

Full Maturity at 10 -20 years

Full Maturity at 20-50 years

Quercus ilex

Full Maturity at 2-5 years

Low Vegetation

Cyclamen alpinum

Full Maturity at 2-5 years

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

Cyclamen 'Miracle White'

Cyclamen alpinum

Cyclamen alpinum

Grass

Full Maturity at 2-5 years

Cyclamen 'Miracle White'

Full Maturity at 2-5 years

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

Full Maturity at 2-5 years

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

Full Maturity at 20-50 years

Approx Max Height: 12m < Approx Max Coverage: 8m

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

Full Maturity at 2-5 years

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

Cyclamen alpinum

Full Maturity at 2-5 years

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

Grass Lolium multiflorum

Lolium multiflorum

Hill Park Vegetation

Garden Park Vegetation

Charles Barakat Cort Widlowski Emi Karemani Jacob Westerman

10611317 10604157 10409429 10502591

Key Plan Group

Board

05

06

01

01

MASTER IN ARCHITECTURE- BUILT ENVIRONMENT INTERIORS- A.Y

Charles Barakat 10611317 Cort Widlowski 10604157 Emi Karemani 10409429 SCHOOL OF ARCHITECTURE URBAN PLANNING CONSTRUCTION ENGINEERING Jacob Westerman 10502591 MASTER IN ARCHITECTURE- BUILT ENVIRONMENT INTERIORS- A.Y. 2017/2018

Group

05 Site Lighting Element 1:30

Full Maturity at 5-10 years

Approx Max Height: 12m Approx Max Coverage: 4m

Approx Max Height: 12m <

at 5-10 years

Approx Max Height: 0.5m Approx Max Coverage: 0.5m

SCHOOL OF ARCHITECTURE Piazza Concept AxonometricURBAN PLANNING CONSTRUCTION E

Full Maturity Sport Park Concept Axonometric at 10-20 years

Approx Max Coverage: 8m SCHOOL OF ARCHITECTURE URBAN PLANNING CONSTRUCTION ENGINEERING Betula pendula 'Youngii Approx Max Height 8m MASTER Full INMaturity ARCHITECTURE- BUILT ENVIRONMENT INTERIORS- A.Y. 2017/2018 Approx Max Coverage: 8m

Low Vegetation

ARCHITECTURAL THEMATIC STUDIO Professor: C. Fontana - R. Renzo - G. Garrone

Full Maturity at 5-10 years

Approx Max Height: 12m Approx Max Coverage: 8m

Rhododendron Arboreum

Full Maturity at 20-50 years

Approx Max Height: 12m Approx Max Coverage: 1m

Key Plan

Full Maturity at 50 years

ARCHITECTURAL THEMATIC STUDIOFull Maturity 02 at 20-50 years Professor: C. Fontana - R. Renzo - G. Garrone

Salix Cinerea

Approx Max Height: 12m Approx Max Coverage: 4m

Full Maturity at 20-50 years

Approx Max Height: 12m Approx Max Coverage: 2.5m

Cupressus sempervirens

Approx Max Height: 12m Approx Max Coverage: 4m

Ilex × Altaclerensis

Full Maturity at 10-20 years

Approx Max Height: 8m Approx Max Coverage: 4m

01

Approx Max Height: 12m Approx Max Coverage: 8m

Chamaecyparis Obtusa

04 Gar

Sculpture Garden Concept Axonometric

Full Maturity at 20-50 years

02

Master PlanQuercus Analysis Dentata

05

03 Hill Park

01

Approx Max Height: 8m seatings around sunken courts 05Approx Max Coverage: 8m 05 thearound tiered seatings the sunken courts

Trees 10611317 SCHOOL OF ARCHITECTURE URBAN PLANNINGGroup CONSTRUCTION ENGINEERING Populus alba 10604157 Full Maturity Approx Max Height: 12m MASTER IN ARCHITECTUREBUILT ENVIRONMENT INTERIORS- A.Y. 2017/2018 at 20-50 years Approx Max Coverage: 8m 10409429 Populus tremula 'Erecta' Full Maturity Approx Max Height: 12m 10502591 at 10-20 years Approx Max Coverage: 4m

Ja

Charles Barakat Cort Widlowski Emi Karemani Jacob Westerman

Full Maturity at 10-20 years

Key Plan

cross-section detail that that passes through the tiered GreenA Island Group Axonometric Board A cross-section detail passes through Laburnum × Watereri 02 Concept Sculpture Garden

10611317 10604157 10409429 10502591

be r

Professor: C. Fontana - R. Renzo - G. Garrone

ce m

Charles Barakat Cort Widlowski Emi Karemani Jacob Westerman

ARCHITECTURAL THEMATIC STUDIO Sculpture Garden Concept Axonometric

1:200

A Lido filled with river water that has been naturally purified through a filtration system reliant on plant species. The pool will act a flood plain in the event of a major flood.

Full Maturity at 20-50 years

Approx Max Height: 12m Approx Max Coverage: 8m

Sport Park Concept Axonometric

A typical system of water irrigation seen in the Lombardy region, the system relies heavily on the naturally warm Lombardy water which never freezes.

01 04

03 01

12

02

02

ARCHITECTURAL THEMATIC STUDIO Professor: C. Fontana - R. Renzo - G. Garrone

Charles B Cort Wid Emi Karem Jacob We


20 Blow up detail of the filter wall edge with wall the reeds Blow up detail of the filter to filter edge withused the reeds usedthe to water fromfrom thethe filter the coming water coming the MartesanaMartesana and the gateand placed at gate placed atthe thepool extreme the extreme edge of edge of the pool

be r to be r No ve m be r De ce m be r Oc

t Se pt em

01 The proposed piscina site is currently a flood plain for the Lambro River. Purposefully filling the site with clean water from Naviglio Martesana allows for the creation of an outdoor entertainment Full Maturity venue.

02 By raising and lowering the topography of the site, more water can be contained within the flood plain.

at 20-50 years

Full Maturity at 10-20 years

Full Maturity at 20-50 years Sunken courts act as rainwater collectors in rainy days and stores the water collected for future use Full Maturity at 20-50 years 01 The proposed piscina site is currently a flood plain for the Lambro River. Purposefully filling the site with clean water from Naviglio Martesana allows for the creation of an outdoor entertainment venue.

WEEDSand AND REEDS FOR FILTERING Weeds Reeds for Filtering

The chosen stone for the Full Maturity binding atself 20-50 yearsgravel

isThe the Verona Bianco chosen stonewith forathe 03 dimension range of gravel the self binding The addition of a natural piscina, cleans the water,with a 1/4mm at Granulati isMaturity the found Verona Bianco Full allowing a safe environment for entertainment dimmension range of atZandobbio.v 20-50 years and education. During high flood periods, gates 1/4mm found at Granulati connecting both Martesana and the Lambro River Zandobbio. can be adjusted to maximize water storage

Gate GATEControl CONTROL

RAMMED EARTH SET 45 DEGREES Rammed Earth Set at 45AT Degrees GATE Gate

Full Maturity at 20-50 years +2.50m

+2.50m

FILTRATION DEVICE Filtration Device

+0.00m -2.00m

Full Maturity at 20-50 years

Hill & Garden Park Canopy Plan 1:500

bounded gravel, is a FullResin Maturity pearmeable at 50 years ground surface, which colour is dependant on stones SCHOOL OF ARCHITECTURE URBAN Full Maturity 05 used. Revitalizing the existing Martesana addition of aIN ARCHITECTURE- BUILT at 20-50 years trail and the MASTER

00

10

+0.00m

+0.00m -2.00m

+0.00m

-3.50m

-3.50m

-5.50m

Graveled InletINLET Area AREA GRAVELED Verona Bianco VERONA BIANCO 00 10 Stones 20STONES Sport & Hill Park Canopy Plan 1:500 Nominal Dimensions of NOM DIMENSIONS OFStone STONE 12/15mm mm 12/5

Piling the soil that has been taken out toFull create Maturity hills, thus, allowing the basins to collect water at 20-50on years rainy days

-5.50m

01 The proposed piscina site is currently a flood plain for the Lambro 01 Purposefully filling the site with clean water from Naviglio River. The proposed is currently a flood plain for the Lambro Martesana allows piscina for the site creation of an outdoor entertainment River. Purposefully filling the site with clean water from Naviglio venue. Martesana allows for the creation of an outdoor entertainment venue.

50

20

50

PLANNING CONSTRUCTION ENGINEERING ENVIRONMENT INTERIORS- A.Y. 2017/2018

Charles Barakat Cort Widlowski Emi Karemani Jacob Westerman

ARCHITECTURAL THEMATIC STUDIO Professor: C. Fontana - R. Renzo - G. Garrone

99

Biopiscina Concept Axonometric

Biopiscina Foliage Plan 1:500

00

10

20

104

84/13 84/15

84/11 84/9

98 84/7

86

66

70

80

94A 56

58

60

62

94

Group

05

04 A raised resilient boardwalk allows pedestrians to 04 all sides of the piscina throughout the year access A raised resilient boardwalk allows pedestrians to access all sides of the piscina throughout the year

05 Revitalizing the existing Martesana trail and the addition of a tram route increase accessibility to the site Biopiscina Diagrammatic Formation

01 The proposed piscina site is currently a flood plain for the Lambro River. Purposefully filling the site with clean water from Naviglio Martesana allows for the creation of an outdoor entertainment venue.

84

Full Maturity at 5-10 years

04 A raised resilient boardwalk allows p access all sides of the piscina through

Biopiscina Ground Plan 1:500 03 The addition of a natural piscina, cleans the water, 03 a safe environment for entertainment allowing addition During of a natural piscina, cleans gates the water, andThe education. high flood periods, allowing both a safeMartesana environment connecting andfor theentertainment Lambro River highwater floodstorage periods, gates canand be education. adjusted to During maximize connecting both Martesana and the Lambro River can be adjusted to maximize water storage

02 By raising and lowering the topography of the site, more water can be contained within the flood plain.

86/10

96

Full Maturity at 20-50 years

03 The addition of a natural piscina, cleans the water, allowing a safe environment for entertainment and education. During high flood periods, gates connecting both Martesana and the Lambro River can be adjusted to maximize water storage

10611317 10604157 10409429 10502591

50 01 The proposed piscina site is currently a flood plain for the Lambro River. Purposefully filling the site with clean water from Naviglio Martesana allows for the creation of an outdoor entertainment venue.

dependent on stones used.

Full Maturity at 20-50 years

02 By raising and lowering the topography of the site, 02 water can be contained within the flood plain. more By raising and lowering the topography of the site, more water can be contained within the flood plain.

03 Biopiscina Aerial

tram route increase accessibility to thegravel, site is a Resin bounded

permeable Full Maturity Biopiscina Diagrammatic Formation ground surface, which color atis10-20 years

02 By raising and lowering the topograp more water can be contained within

04 A raised resilient boardwalk allows pedestrians to access all sides of the piscina throughout the year

Biopiscina Concept Axonometric

02 By raising and lowering the topography of the site, more water can be contained within the flood plain.

54

90

Full Maturity at 10 -20 years

02 Biopiscina EW Section 1:200 88

02 Biopiscina EW Section 1:200

03 The addition of a natural piscina, cleans the water, allowing a safe environment for entertainment and education. During high flood periods, gates connecting both Martesana and the Lambro River can be adjusted to maximize water storage

Full Maturity at 20-50 years

05 Revitalizing the existing Martesana trail and the addition of a 05route increase accessibility to the site tram Revitalizing the existing Martesana trail and the addition of a tram route increase accessibility to the site Biopiscina Diagrammatic Formation

04 A raised resilient boardwalk allows pedestrians to access all sides of the piscina throughout the year

Biopiscina Concept Axonometric

Biopiscina Diagrammatic Formation

Biopiscina Foliage Plan 1:500

Biopiscina Concept Axonometric

00

Biopiscina Foliage Plan 1:500

10 00

20 10

50 20

50

PROPOSED TRAM STOPS

Full Maturity at 50< years

PROPOSED TOWER RESIDENTIAL PROJECT A

Full Maturity at 2-5 years

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PROPOSED SWIMMING POOL

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50

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20

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10

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Biopiscina Foliage Plan 1:500

PROPOSED CONTINUATION OF THE PARK

Populus alba

Full Maturity at 20-50 years

Approx Max Height: 12m

Populus alba WEEDSand AND REEDS FOR FILTERING Weeds Reeds for Filtering

Approx Max Height: 12m Approx Max Coverage: 4m

Gate GATEControl CONTROL

Self-Binding Gravel Verona Bianco

RAMMED EARTH SET 45 DEGREES Cupressus macrocarpa Rammed Earth Set at 45AT Degrees Approx Max Height: 8m GATE Gate Approx Max Coverage: 4m

01 Biopiscina NS Section 1:200

00

05

Ø 76

Approx Max Height: 12m Approx Max Coverage: 1m

Biopiscina Plan Detail 1:200

03 Biopiscina Aerial

Low Vegetation

Approx Max Height: 12m Approx Max Coverage: 4m

WEEDSand AND REEDS FOR FILTERING Weeds Reeds for Filtering

Full Maturity at 2-5 years

Gate GATEControl CONTROL

Pixel treatment of the Pixel treatment of tiles theFull main piazza theintiles inMaturity the main

Cyclamen 'Miracle White'

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

Full Maturity at 10-20 years

Gate GATEControl CONTROL RAMMED EARTH SET 45 DEGREES Gate GATEControl CONTROL Rammed Earth Set at 45AT Degrees GATE Gate RAMMED EARTH SET 45 DEGREES Rammed Earth Set at 45AT Degrees FILTRATION DEVICE GATEDevice Gate Filtration

Approx Max Height: 12m Approx Max Coverage: 4m

Full Maturity at 10 -20 years

03 Biopiscina Aerial 03 Biopiscina Aerial

Betula pendula 'Youngii SCHOOL OF ARCHITECTURE URBAN PLANNING CONSTRUCTION ENGINEERING MASTER IN ARCHITECTURE- BUILT ENVIRONMENT INTERIORS- A.Y. 2017/2018 SCHOOL OF ARCHITECTURE URBAN PLANNING CONSTRUCTION ENGINEERING MASTER IN ARCHITECTURE- BUILT ENVIRONMENT INTERIORS- A.Y. 2017/2018

Charles Barakat 10611317 Cort Widlowski 10604157 Emi Karemani Quercus ilex 10409429 Approx Max Height: 12m < 10502591 Jacob Westerman

05

FILTRATION DEVICE Filtration Device

F ARCHITECTURE URBAN PLANNING CONSTRUCTION ENGINEERING 04 Garden Park N ARCHITECTURE- BUILT ENVIRONMENT INTERIORS- A.Y. 2017/2018

CONSTRUCTION ENGINEERING ENT INTERIORS- A.Y. 2017/2018

ARCHITECTURAL THEMATIC STUDIO Professor: C. Fontana - R. Renzo - G. Garrone

ARCHITECTURAL THEMATIC STUDIO HillDetail Park Vegetation 1:200 Professor: C. Fontana Piazza - R. RenzoPaving - G. Garrone

ARCHITECTURAL THEMATIC STUDIO Professor: C. Fontana - R. Renzo - G. Garrone

Charles Barakat Cort Widlowski Emi Karemani Jacob Westerman

Cort Widlowski Emi Karemani Jacob Westerman

Charles Barakat Cort Widlowski 10611317 Emi Karemani 10604157 Jacob Westerman

10409429 10502591

Group

10604157 10409429 10502591

Approx Max Coverage: 8m

10611317 10604157 10409429 10502591

Group

Group

05

Board

05

03

Full Maturity at 2-5 years

01

Charles Barakat Cort Widlowski Emi Karemani Jacob Westerman

10611317 10604157 10409429 10502591

Biopiscin

02 01

Key Plan

Key Plan The chosen stone for the The chosen stone for the self binding gravel01 isThe the Verona Bianco chosen stonewith forathe isThe the Verona Bianco chosen stonewith forathe range of gravel the self binding dimension range of graveldimension the self binding 1/4mm found at Granulati is the Verona Bianco with a 1/4mm at Granulati is the found Verona Bianco with a Zandobbio.v Zandobbio.v dimmension range of dimmension range of 1/4mm found at Granulati 1/4mm found at Granulati Zandobbio. Zandobbio.

06 Board self binding gravel

05

Professor:

Full Maturity at 2-5 years

Board

Proposal Site Summer Solstice Analysis

05

07

Full Maturity at 2-5 years

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

Cyclamen 'Miracle White'

Garden Park Vegetation

ARCHITEC

Professor: C. F Board ARCHIT

Full Maturity at 20-50 years

Cyclamen alpinum

RAMMED EARTH SET 45 DEGREES Rammed Earth Set at 45AT Degrees GATE Gate

Full Maturity at 20-50 years

Group

Approx Max Height: 0.1m achieved alternate Graveled InletINLET Area AREA GRAVELED piazza by achieved 05 Approx Max Coverage: 0.1m Verona Bianco StonesSTONES VERONA BIANCO usage of ceppo tiles and Nominal Dimensions of NOM DIMENSIONS OFStone STONE Cyclamen alpinum by alternate usage Full Maturity 12/15mm mm 12/5 Revitalizing the existing Martesana trail and the addition of a act as rainwater Cyclamen alpinum Approx Max Height: 0.1m grass plantation Thestatus current topographic status of the plot before Intervention by applying sunken playgrounds and Sunken courts collectors in rainy at 2-5tiles years and of ceppo Approx Max Height: 0.1m Approx Max Coverage: 0.1m The current topographic of the plot before Intervention by applying sunken playgrounds Sunken courts actsite as rainwater collectors inApprox rainy Biopiscina Planand Detail 1:200 03 Biopiscina Aerial tram route increase accessibility to the Max Coverage: 0.1m grass plantation intervention basketball courts to that are an extension to existing dayscollected and stores water Grass Grass intervention basketball courts that are an1:30 extension existing and stores the water forthe future usecollected for future use Sport Park Concept Axonometric Site Lighting Element 02 Sport Park Hill Park Concept Axonometric Garden Park Conceptdays Axonometric Hill Park Concept Axonometric Garden Park Concept Axonometric Lolium multiflorum nearby sports facilities Lolium multiflorum SCHOOL OF ARCHITECTURE URBAN PLANNING CONSTRUCTION ENGINEERING ARCHITECTURAL THEMATIC STUDIO nearby sports facilities Professor: C. Fontana - R. Renzo Garrone Key- G. Plan Biopiscina Diagrammatic FormationMASTER IN ARCHITECTURE- BUILT ENVIRONMENT INTERIORS- A.Y. 2017/2018Biopiscina Concept Axonometric Charles Barakat 10611317 at 2-5 years

Full Maturity at 5-10 years

FILTRATION DEVICE Filtration Device Graveled Inlet Area GRAVELED INLET AREA Verona Bianco StonesSTONES VERONA BIANCO Graveled InletINLET Areaof GRAVELED AREA Nominal Dimensions Stone NOM DIMENSIONS OF STONE Verona StonesSTONES VERONA BIANCO 12/15mm mm 12/5 Bianco Nominal Dimensions of NOM DIMENSIONS OFStone STONE 12/15mm mm 12/5

Approx Max Height: 12m < Approx Max Coverage: 8m

Approx Max Height 8m Approx Max Coverage: 8m

Full Maturity at 2-5 years

SCHOOL MASTER

Full Maturity at 5-10 years

WEEDSand AND REEDS FOR FILTERING Weeds Reeds for Filtering

Rhododendron Arboreum

Biopiscina Plan Detail 1:200

Low Vegetation

Approx Max Height: 0.1m Approx Max Coverage: 0.1m

tion detail that that passes through the tiered ection detail passes through ound thearound sunken courts atings the sunken courts

Full Maturity at 20-50 years

WEEDSand AND REEDS FOR FILTERING Weeds Reeds for Filtering

Ilex × Altaclerensis

Acer campestre

Full Maturity at 20-50 years

Full Maturity at 5-10 years

Cyclamen alpinum

Biopiscina Plan Detail 1:200

Approx Max Height: 12m Approx Max Coverage: 8m Blow up detail of the filter wall edge with wall the reeds Blow up detail of the filter to filter edge withused the reeds usedthe to water fromfrom thethe filter the coming water coming the MartesanaMartesana and the gateand placed at gate placed atthe thepool extreme the extreme edge of edge of the pool

ARCHITECTURAL THEMATIC STUDIO Professor: C. Fontana - R. Renzo - G. Garrone

Approx Max Height: 0.5m Approx Max Coverage: 0.5m

Full Maturity at 50 years

Salix Cinerea

Biopiscina Plan Detail 1:200

Prunus laurocerasus

Approx Max Height: 1m Approx Max Coverage: 1.5m

SCHOOL OF ARCHITECTURE URBAN PLANNING CONSTRUCTION ENGINEERING MASTER IN ARCHITECTURE- BUILT ENVIRONMENT INTERIORSA.Y. 2017/2018 Cyclamen 'Sierra Pink’

Full Maturity at 20-50 years

Martesana and the Martesana andofthe gate placed at gate edge the pool placed atthe thepool extreme the extreme edge of edge of the pool

Quercus Dentata

Approx Max Height: 12m Approx Max Coverage: 4m

Full Maturity at 20-50 years

Approx Max Height: 12m

Graveled InletINLET Area AREA GRAVELED Approx Max Coverage: 2.5m Verona Bianco StonesSTONES VERONA BIANCO Nominal Dimensions of NOM DIMENSIONS OFStone STONE Cupressus sempervirens 12/15mm mm 12/5

Full Maturity at 10-20 years

Approx Max Height: 12m Approx Max Coverage: 8m

Chamaecyparis Obtusa

Full Maturity at 10-20 years

FILTRATION DEVICE Filtration Device Cupressus sempervirens

Resin Bound Gravel

Approx Max Height: 8m Approx Max Coverage: 8m

Full Maturity 20 at 10-20 years

10

05 'Tristis' 10 Salix alba

Approx Max Height: 12m Approx Max Coverage: 8m

1415

Populus tremula 'Erecta'

20

20 04 Blow up detail of the filter wall edge with wall the reeds Blow up detail of the filter Blow detail of the filter A raised resilient boardwalk allows pedestrians to to up filter the edge withused the reeds used to water wallcoming edge with the reeds Blow detail offrom thefrom filter wall coming thethe filter theup water used to filter the edge with the used toatwater Martesana and the gate Martesana and thereeds gate placed access all sides of the piscina throughout the year 01 Sport Garden Cross Laburnum Section 1:200 × Watereri coming from thethe the water coming from placed at the extreme thefilter extreme edge of the pool 00

01 Biopiscina NS Section 1:200

Full Maturity at 20-50 years

Approx Max Height: 12m Approx Max Coverage: 8m

Ceppo Paving

Approx Max Coverage: 8m 00 05 10 Proposal Winter Solstice Analysis 01 Biopiscina Site NS Section 1:200

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Sport Park Diagrammatic Formation

02 Private Garden Cross Section 1:200

03 Sunken courts act as rainwater collectors in rainy The addition ofwater a natural cleans the water, days and stores the collectedpiscina, for future use 02 Biopiscina EW Section 1:200 allowing a safe environment for entertainment and education. During high flood periods, gates Ø 140 and the Lambro River connecting both Martesana can be adjusted to maximize water storage Oc

Intervention by applying sunken playgrounds and basketball courts that are an extension to existing nearby sports facilities

The current topographic status of the plot before intervention

20

MIDDLE SCHOOL

Biopiscina Concept Axonometric PROPOSED RESIDENTIAL PROJECT B

nu

Full Maturity at 2-5 years

Full Maturity at 2-5 years

Biopiscina Diagrammatic Formation

Blow up detail of the filter wall edge with wall the reeds Blow up detail of the filter to filter edge withused the reeds usedthe to water fromfrom thethe filter the coming water coming the MartesanaMartesana and the gateand placed at gate placed atthe thepool extreme the extreme edge of edge of the pool

M

05 Revitalizing the existing Martesana trail and the addition of a PROPOSED tram route increase accessibility to the site

20

10

02 Biopiscina EW Section 1:200

Fe b

10

Hill & Garden Park Ground Plan 1:500

05

02 Biopiscina EW Section 1:200

Ja

05

ay

00

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Full Maturity at 2-5 years

Ap r

01 Biopiscina NS Section 1:200

00

01 Biopiscina NS Section 1:200

SPORTS FACILITY UPGRADE ENVISIONING OF A FOOD HUB

Sport & Hill Park Ground Plan 1:500

Au g

Full Maturity at 20-50 years

Ja

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10

Au gu s

Ju l

05

01 04

03 01

02

02

02 Biopiscina EW Section 1:200

Thestatus current topographic status of the plot before by digging Piling taken the soilout that been taken out to create The current topographic of the plot before Intervention by diggingIntervention our the natural soil to our the natural soil to Piling the soil that has been tohas create intervention create natural water basins thus, allowingwater the basins to collect water on intervention water basins thus, allowing the hills, basins to collect on atus of the plot before Intervention by applying sunken playgroundscreate and natural Sunken courts act as collectors inhills, rainy Intervention by applying sunken playgrounds and Sunken courts act as rainwater collectors in rainwater rainy rainy days rainy days 10 Plan 1 basketball courts to that are an extension to existing dayscollected and stores water & 1:500 Garden00 Park Canopy basketball courts that are an extension existing days and stores the water forthe future usecollected for future use Hill & Garden Park CanopyHill Plan nearby sports facilities nearby sports facilities Resin bounded gravel,Resin is a bounded gravel, is a pearmeable pearmeable ground surface, whichground surface, which colour is colour is dependant on stones dependant on stones used. used. Resin bounded gravel, is a Resin bounded gravel, is a permeable permeable ground surface, which colorground surface, which color is is dependent on stones used.dependent on stones used. Hill Park Detail 1:200

Hill Park Detail 1:200

01 Biopiscina NS Section 1:200

The community gardens The community gardens what used to re-imagine what used re-imagine to be scattered private The community gardens re-imagine be scattered private The community gardens re-imagine gardening spaces, offering what used to be scattered private gardening spaces, offering nken playgrounds and Sunken courts act as rainwater collectors in rainy what used to be scattered private peice d Sunken courts act as rainwater collectors in rainy a designed of landa designed offering a designed of landagardening an extension to existing dayscollected and stores water use peice gardening spaces, offering designed spaces, days and stores the water forthe future usecollected for future for everyone to grow fruitsto grow piece of land for everyone forto everyone tofor grow fruitsPiling atus of the plot before Intervention by digging our the natural soil the soil that has been piece of land everyone to grow Intervention by digging our the natural soil to Piling the soil that has been taken out to create taken out to create and vegetables fruits and vegetables andfruits vegetables create natural water basins thus, allowingwater the basins to collect water on and vegetables create natural water basins hills, thus, allowing the hills, basins to collect on rainy days rainy days

13

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GENERATIVE EVOLUTIONARY FORM FINDING SOFTWARE A series of generational massing was produced based on daylight and solar radiation requirements for the vertical greenhouse, based on local bioclimatic needs. Each generation represents an experiment of 50 generations of the same typology, in order to establish the viability of different architectural forms. This method was used in order to reach the best architectonic shape for the vertical farm in terms of what shape is the most effective and practicable.

BUILDING ENVELOPE Once a building typology was established, a series of experiments were carried out in order to develop the most suitable building envelope.

LIGHT TUBES In order to ensure all areas of the tower received adequate natural daylighting light wells were inserted to the building linking the darkest and the most illuminated areas of the tower.

SOLAR ANALYSIS An analysis of the building led to the discovery of dark spaces in the building form, this was rectified with light wells, the tower was then re-analysised to establish the effectivity of the light wells.

TOPOGRAPHY: MILANO Milano is a relatively flat city located on a plane between two mountain ranges

TOPOGRAPHY: LOMBARDIA Lombardy is a region in northern Italy, the North of the region contains the Alps and parts of the three great northern Italian lakes, the northern area of Lombardia is too in accessible to be farmed thus the mountains to the north of the region are relatively untouched.

TOPOGRAPHY: LOMBARDIA Lombardy is a region in northern Italy, the North of the region contains the Alps and parts of the three great northern Italian lakes, the region shares a boarder with Switzerland.

TOPOGRAPHY: LOMBARDIA The majority of the region is famously a fertile flat plane partitioned regularly by the canals that were dug throughout the centuries to provide transport to local goods, many of the canals were designed by Leonardo di Vinci. Consequently the majority of the human settlements within the region developed on the flat plains where food and trade routes were readily available. TOPOGRAPHY: LOMBARDIA The majority of the region is famously a fertile flat plane partitioned regularly by the canals that were dug throughout the centuries to provide transport to local goods, many of the canals were designed by Leonardo di Vinci. TOPOGRAPHY: LOMBARDIA The flat plains of Lombardia are dissected by the river Po, which forms a connection with both coasts of northern Italy, the majority of the Lombardi water sources come from the river Po.

20 HECTARE PRODUCES

260,000KG of Tomatoes 180,000KG of String Beans 3,600,000KG of Sweet Corn 400,000 Heads of Lettuce

EVERY WEEK

OF VERTICALLY STACKED FARMING

16


17


18


Kitchen

Living Room

Dining

Office

Balcony

lan

Upper Level Floor Plan

Short Section

Future House Floor Plans Scale: 1:00 Jacob Westerman

Bedroom

Kitchen

Bathroom

Living Room

Bedroom

Dining

Music Room/ Creative Studio

Office

Balcony

Lower Level Floor Plan

Axonometric

Upper Level Floor Plan

My Understanding of the Project Future House Floor Plans Scale: 1:00 Jacob Westerman

At the start of this project we sat in groups and discussed the possible range of people whom may live in the co-housing project below is a list of our suggestions in the order they were made. Ben Hackland: Head of a company, 36 unmarried, girlfriend, local to Bristol, ‘rents local too, Tim Stirling, no family of his own, workaholic, responsible for large company, goes watches football, consumerist/right wing, capitalist, middle to upper class, if he can gain money he will do something. Landowner. Renata Garbolinska: 25 guy, wheelchair, socially excluded, likes to eat fresh, can’t cook, fear of cars, no girlfriend, looking but not able to get one, hates busses, likes fresh air, furniture designer for Ikea, George Cole, 2 dogs.

Long Section Short Section

Lawrence Richards: left field, wants to save the environment, woman, retired, divorced many times, been to prison for environmental activism, anti-nuclear, Future House Sections & spirited, anti-consumerist, Pollyanna Szlavikvsky, 60. Axonemotric Scale:

1:00

Verity Moulder: Family, Tonga, immigrants, integration, live a simple lifestyle, Jacob Westerman close family unit, culture? Jacob Westerman: Aiden McCain, used to be homeless, became homeless at a young age, little/no qualifications, keeps chickens, mental health problems or learning difficulties, late 20’s to early 30’s, drug and alcohol problems, can be really community orientated one minute and not the next, pulled himself out of his poverty through a community work programme.

Short Section

Nat Siraviwat: 35 – 40 man, works abroad, travels, and stays in the area, married, family abroad, occasionally brings family on holiday. Gemma Taylor: First time buyer, single mum/single Axonometric

Jake Plant: young Australian, like to travel, made money through making surfboards, craft mad, single, Max Powers. George Harkins: A person who has become dissatisfied with modern society and wishes to grow own and be self-sufficient. Brad Beament: Food enthusiast, farmer? Urban farmer? Natalia Psatha: Claire, artist, homemade tattoo artist, trades tattoos for food. Single, cats, has a central Bristol gallery, mainly does installation art. Jack Dewey: Cat allergy, single, early 30’s Long Section

McCain, used to be homeless, became homeless at a young age, little/no qualifications, keeps chickens, mental health problems rning difficulties, late 20’s to early 30’s, drug and alcohol problems, can be really community orientated one minute and not xt, pulled himself out of his poverty through a community work programme. 30mm SOUTH WALES GREY LIMESTONE FLOOR TITLES

50mm SOUTH WALES GREY LIMESTONE CLADDING

100mm RIGID INSULATION Cork insulation with a U-value of 0.02

PRECAST CONCRETE To operate as a light

30mm SOUTH WALES GREY LIMESTONE FLOOR TILES

100mm RIGID INSULATION Cork insulation with a U-value of 0.02

CONCRETE SCREED

CONCRETE SCREED

50mm thick CORTEN STEEL DAMP PROOF MEMBRANE

100mm RIGID INSULATION Cork insulation with a U-value of 0.02

me for this project was that there is another financial collapse like the one experienced in 2008, only this time instead of g out the banks the government does what happened in Iceland, and bails out the people allowing the banks to fail and voided blic’s debt. This has led to the end of financial institutions willing to give out mortgages and has led to the only way can afford a home is to save the same amount that would have been saved for a deposit and share that sum of money with a which then creates a co-housing scheme for residents, to ensure that the poor and homeless are taking care for the ment has created a requirement of providing a third of each co-housing development for the homeless and the disadvantaged. Red Unit

PRECAST CONCRETE SLAB

LIGHT DIFFUSER

ACCESS FLOOR PEDESTAL

Long Section

EMBEDDED SPOTLIGHT

PRECAST CONCRETE WITH A 60mm GAP THAT IS SHEET STEEL FRAMED

AIR VENTILATION INLET

SHELL CONCRETE

Green Unit

Scale: 1:20

EXTRACTOR SYSTEM

Deck Circulation

BRASS COVER I-BEAM

SPOT LIGHT

House Sections & Axonemotric Scale: 1:00 Jacob Westerman

Polina Sokratous: I am a 28-year-old physiotherapist named Crystal Anderson. Lived for many years in the industrial part of the city – heard of city center. Now I am looking for a quiet and peaceful place to live. No boyfriend because of work, looking to make a family. Wants to start leave in a healthier lifestyle, starts growing plants etc. and loves to help people with physical problems - work both home and home visits.

SPIDER GLASS SYSTEM

Hydrotherapy centre

Axonometric

George Andreou: i am 30 years old single psychologist, working at home, i have a parrot for pet and i love animals. i like helping people with any problems they Future have. i am trying to be healthy and i like fresh air and nature. my name is John Sparrow and it’s really nice to meet you!

Vertical Circulation Waste Disposal Public Activity

Future House Sections & Axonemotric Scale: 1:00 Jacob Westerman

PRE-CAST CONCRETE WITH AN EMBEDDED SHELVING ANCHOR

150 mm IN SITU POURED REENFORCED CONCRETE

SHELL CONCRETE

PRECAST CONCRETE SLAB

BRASS COVER I-BEAM

developing my theme/brief I realised that a co-housing project would not necessarily design a bespoke dwelling per individt would however design to ensure that no one is discriminated against for whatever reason and ensures that all the possible of a resident is met, essentially how I’ve interpreted a co-housing project is that it’s a residential project that can be to the highest and most practicable way possible due to the client is also the residents and therefore not someone who is g a profit for sale and therefore would wish to reduce expenses in any way possible. Thus my design is not bespoke to each dual but is however of the highest standard and most flexible for the resident with all the given constraints affecting this t. Scale: 1:20

50mm SOUTH WALES GREY LIMESTONE CLADDING

OVERFLOW DRAIN Scale: 1:50

Scale: 1:20

LIGHT DIFFUSER

50mm thick CORTEN STEEL

DAMP PROOF MEMBRANE

SPOT LIGHT

100mm RIGID INSULATION Cork insulation with a U-value of 0.02

50mm thick CORTEN STEEL

50mm thick CORTEN STEEL

PRE-CAST CONCRETE WITH AN EMBEDDED SHELVING ANCHOR

PRECAST CONCRETE WITH A 60mm GAP THAT IS SHEET STEEL FRAMED

BRASS DRAIN COVER & BASIN

150 mm IN SITU POURED REENFORCED CONCRETE

PRECAST CONCRETE WITH A 60mm GAP THAT IS SHEET STEEL FRAMED

AIR VENTILATION INLET

ACCESS FLOOR PEDESTAL

PRECAST CONCRETE WITH A 60mm GAP THAT IS SHEET STEEL FRAMED

ACCESS FLOOR PEDESTAL

PRECAST CONCRETE SLAB BRASS COVER I-BEAM

PRECAST CONCRETE SLAB AIR VENTILATION INLET I-BEAM

50mm SOUTH WALES GREY LIMESTONE CLADDING DAMP PROOF MEMBRANE 100mm RIGID INSULATION Cork insulation with a U-value of 0.02

150 mm IN SITU POURED REENFORCED CONCRETE

Scale: 1:50

PRECAST CONCRETE To operate as a light

ACCESS FLOOR PEDESTAL

PRECAST CONCRETE SLAB BRASS COVER

SPIDER GLASS SYSTEM

30mm SOUTH WALES GREY LIMESTONE FLOOR TITLES

WATERTIGHT RUBBER SEAL I-BEAM

CONCRETE SCREED 100mm RIGID INSULATION Cork insulation with a U-value of 0.02

Scale: 1:20

Scale: 1:50

OVERFLOW DRAIN Scale: 1:20

Scale: 1:20

Scale: 1:20 Scale: 1:20

19


+393341873109 +447815410087 jacobwesterman@live.com

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