150412 OB Portfolio

Jordan GreenPortfolio

Salisbury Figure Ground Plan with Green Areas

Traditional practice in western medicine has focused on

curing disease and sickness, providing for those already sick.

However in recent years an interest into more natural forms

of medicine has reawakened an approach that appreciates

genuine health and that cultivates physical and mental well being.

The project is set in Salisbury, a city which is characterised by

its natural environment and particularly the watermeadows,

which historically supported a web of local industry of sheep,

wool and barley.

As well as celebrating the history and agricultural heritage

of the site and the city, the scheme aims to restore the true

character to portions of the Churchfields site.

The scheme proposes an apothecary and physic garden designed

around two gardens. The building forms an enclosure and, in

adapting the typologies of the walled garden and the Benedictine

monastic cloister, adopts their metaphors of seclusion, place of

peace and sanctuary.

At one level the physic garden is enclosed by a cloister which

houses process areas for washing, drying and preparing the

medicines; while above this the main spaces of the apothecary

and tea room provide public amenities linked to a semi-enclosed

teaching garden.

- Hortulus -Part I Final Year Project

Salisbury Cathedral

Harnham Watermeadows

Apothecary and Physic Garden

Churchfields Site and View across Watermeadows

View on Approach

The scheme is located in South-East corner of

the Churchfields site, at the confluence of the river,

Nadder island and the existing water-meadows.

The proposed building and supporting green

space and adjoining allotments replace an

industrial building and will be the root of the future

re-greening of the site.

The orientation of the building allows the sun to

penetrate all areas of the lower cloister growing

area, whilst also creating a notional axis and views

across the watermeadows to Salisbury Cathedral.

Site Analysis

Site Plan Site Axonometric

14

15

16

17

1819

2021

22

23

24

25

26

Ground Floor 01. pergola

02. refectory

03. kitchen

04. reception

05. classrooms

06. tea room

07. loggia

08. garden terrace

09. apothecary

10. treatment rooms

11. store

12. drying tower

13. public garden

Lower Ground 14. lavatorium

15. the glasshouse

16. workshops/classrooms

17. florilegium studio

18. cultivation collection

19. screening and sorting

20. washing and cleaning

21. oven drying

22. natural hang drying

23. processing

24. dark store

25. apothecary lab

26. herb garden

01

02

03

0405

05

06

07

09

10

12

13

08

11

Ground Floor Plan

Cross Section

Lower Ground Floor Plan

Building New CloisterAdditionAccessCloister

The building adapts the typology of the walled garden and

cloister to create an enclosed garden and growing space bounded

by a peripheral zone for the preparation and processing of the herbs.

The form of the building itself facilitates the self-contained

organisation and ritual-like process of the growing, screening,

cleaning, sorting and drying. The herbs are then used to create

natural medicines in the lab below the apothecary.

The physical enclosure provided by the architecture helps create

a feeling of intimacy and protection whereby the garden assumes

an atmosphere of sacredness and worship. Here nature, horticulture

and the ritual of growing and process contribute to the healing and

health benefits.

Garden

Growing

Collection

Screening

Cleaning

Sorting

Drying

Process

Apothecary

01 10

11

1216

15

13

05

06

03

04

07

14

17

0809

01. Cedar cladding on 50mm vertical battens

02. Triple glazed fixed window

03. Copper standing seam cladding to parapet

04. Timber frame wall with 150mm insulation

05. Structural timber joists

06. Structural timber Column

07. Warm roof construction with 175mm insulation

08. Copper standing seam flat roof at 2% fall

09. Recessed gutter system in copper flat roof

10. Timber cladding to internal walls

11. Timber flooring on joists and 150mm insulation

12. Concrete kerb stone

13. 100mm thick polished screed

14. 200mm Insulation

15. Natural stone paving on sand bedding

16. Concrete planter for thermal mass

17. Soil for planting with geotextile mat

The design of the building is such the apothecary and

processing lab, which are central to the plan, mediate

between the two levels of garden. The lower, more formal,

garden, where the herbs are grown and cultivated for

medicinal use is linked to the processing areas and the lab,

where the herbs and natural medicines are ultimately

prepared for sale and treatment in the apothecary above.

The garden at the higher level linked to the apothecary,

workshops and cafe is used as a public space and teaching

garden. The smells and colours of the herbs and flowers in

this garden also provide an experiential threshold for those

visiting the apothecary.

The timber is used throughout the scheme both structurally and as

a cladding material. The structural timber framing uses steel angle

connections at the joints to create the folded roof line while the vertical

elements delineate the cloister, creating the threshold between the garden

and internal herb processing areas. As well as being external, the timber

cladding is also used internally in certain areas for its visual and tactile

qualities.

In the lower cloister the exposed concrete floor is left unpolished with areas

of timber-formed concrete walls. This is also for aesthetic and tactility.

Materiality and Tactility

At an urban scale, the tower serves as a beacon and

point of reference, much like Salisbury Cathedral spire

which can be seen from various locations within and

around the city.

At the building scale the tower serves for the drying of

herbs. The fully openable louvres in the facade facilitate

this process, drawing fresh air through the tower.

Herb Drying tower

- Paul Davis + partners -Part I Architectural Assistant

Project: Chelsea Barracks Phase II

Work: High-end residential. New build.

Experience: Stages C-F

Dates: Jan 2014 - March 2015

Role and Tasks: Assisting Project Architect in

leading coordination and resolution of main

facade packages including windows, doors and

stonework, design and technical development,

preparation of planning reports including planning

documentation, general design team coordination.

DN

DN

P2H

P2F

P2D

P2C

P2B

P2A

P2G

P2E

8000 2000 8671 8279 107 1943 6443

1

PDP_B5.5_S_AA_G200_001

N

178 ebury street london SW1W 8UP t +44(0)20 7730 1178 f +44(0)845 280 5071 [email protected]

GENERAL NOTES:

All dimensions to be checked on site prior to commencement of any works, and/or preparationof any shop drawings. Sizes of and dimensions to any structural elements are indicative only.See structural engineers drawings for actual sizes / dimensions. Sizes of and dimensions ofany service elements are indicative only. See service engineers drawings for actual sizes anddimensions. This drawing to be read in conjunction with all relevant Architects drawings,specifications and other Consultants' information.

DO NOT SCALE FROM THIS DRAWING

Client

Project

Drawing title

drawn

date

Project No. Drawing No. Revision

chkd

scale

Drawing Status

Revision Description Date Initials

Origin Locator Sub-Loc. Uniclass Series Sheet No.

variessee drawing

Tasleem (UK) Ltd

F1As indicated @

A1Proposed GA

Chelsea BarracksPhase 2

01/13/15

EL

1697 PDP_B5.5_S_AA_G200_001

MB

STAGE F

1:100 @ A3Townhouse 5.5

Section AA

M 0150N

KEY FOR ROOM NAMES NOTES

L DO NOT SCALE FROM THIS DRAWING.ALL DIMENSIONS TO BE CHECKED ON SITE.ALL OMISSIONS AND DISCREPANCIES TO BEREPORTED TO THE ARCHITECT IMMEDIATELY.

ALL RIGHTS RESERVED. THIS IS COPYRIGHTAND CANNOT BE REPRODUCED OR COPIEDOR MODIFIED IN ANY FORM BY ANY MEANS,GRAPHIC ELECTRONIC OR MECHANICAL.INCLUDING PHOTOCOPYING WITHOUT THEWRITTEN PERMISSION OF PAUL DAVIS +PARTNERS

LivingR ReceptionB BedroomBA BathroomD DiningK KitchenDR DressingU UtilityS StoreT TreatmentSa SaunaSt SteamSe Servery

Scale 1 : 100 @ A11

Townhouse 5.5 Section AA

Scale 1 : 200 @ A12

Townhouse 5.5 Keyplan

F1 Issued for Stage F External / Shell & Core 27.02.15 GP

DN

DN

P2H

P2F

P2D

P2C

P2B

P2A

P2G

P2E

8000 2000 8671 8279 107 1943 6443

1

PDP_B5.5_S_AA_G200_001

N


GENERAL NOTES:

All dimensions to be checked on site prior to commencement of any works, and/or preparationof any shop drawings. Sizes of and dimensions to any structural elements are indicative only.See structural engineers drawings for actual sizes / dimensions. Sizes of and dimensions ofany service elements are indicative only. See service engineers drawings for actual sizes anddimensions. This drawing to be read in conjunction with all relevant Architects drawings,specifications and other Consultants' information.

DO NOT SCALE FROM THIS DRAWING

Client

Project

Drawing title

drawn

date

Project No. Drawing No. Revision

chkd

scale

Drawing Status

Revision Description Date Initials

Origin Locator Sub-Loc. Uniclass Series Sheet No.

variessee drawing

Tasleem (UK) Ltd

F1As indicated @

A1Proposed GA


01/13/15

EL

1697 PDP_B5.5_S_AA_G200_001

MB

STAGE F

1:100 @ A3Townhouse 5.5

Section AA

M 0150N

KEY FOR ROOM NAMES NOTES

L DO NOT SCALE FROM THIS DRAWING.ALL DIMENSIONS TO BE CHECKED ON SITE.ALL OMISSIONS AND DISCREPANCIES TO BEREPORTED TO THE ARCHITECT IMMEDIATELY.

ALL RIGHTS RESERVED. THIS IS COPYRIGHTAND CANNOT BE REPRODUCED OR COPIEDOR MODIFIED IN ANY FORM BY ANY MEANS,GRAPHIC ELECTRONIC OR MECHANICAL.INCLUDING PHOTOCOPYING WITHOUT THEWRITTEN PERMISSION OF PAUL DAVIS +PARTNERS

LivingR ReceptionB BedroomBA BathroomD DiningK KitchenDR DressingU UtilityS StoreT TreatmentSa SaunaSt SteamSe Servery

Scale 1 : 100 @ A11

Townhouse 5.5 Section AA

Scale 1 : 200 @ A12

Townhouse 5.5 Keyplan

F1 Issued for Stage F External / Shell & Core 27.02.15 GP

CGI showing the Townhouse Rear Facades (collaborative wok) View of Townhouses from Productive Garden (collaborative work)

Typical Townhouse Section

Facade Strip Sections

Construction Package References:

GENERAL NOTES:

All dimensions to be checked on site prior to commencement of any works, and/or preparation of any shop drawings. Sizes of and dimensions to any structural elements are indicative only. See structural engineers drawings for actual sizes / dimensions. Sizes of and dimensions ofany service elements are indicative only. See service engineers drawings for actual sizes anddimensions. This drawing to be read in conjunction with all relevant Architect's drawings,specifications and other Consultants' information.

DO NOT SCALE FROM THIS DRAWING.

1:5

@ A

11:

10 @

A3

A10

00P

DP

_P2

_D

_02_

G25

1_11

016

97F1

Revision Description Date


Drawing Title

Client

Project

Initials

RevisionProject No. Drawing No.

PDP_P2 _D_02_G251_1101697 F1

drawn

date

Scale

chkd

1:5 @ A11:10 @ A3

JG


Tasleem (UK) Ltd.

Drawing Status

Proposed DetailsPhase 2Blocks 4 & 5Second Floor Window Head and SillTypical Detail

STAGE F

MW

Origin

Feb-2015

Uniclass SeriesLocator Type Sub-Loc Sheet No.

E1 Issued for Stage E External /Shell & Core

12.12.14 JG

F30/155A - Insulation

H51/110B - Natural limestonewith fossilisation

L10/652 (Type L2.1) Recessed grille andinsect screen to service engineer's

information. Connection detail to bedeveloped by contractor. Refer to louvre

schdule by PD+P

P10/307 - VCL / Airtightness membrane taped and sealed to MVHR duct and window frame

Insitu concrete slab to structural engineer's information

P10/321A Continuous breather membranesealed and taped

P10/307 - VCL / Airtightness membrane taped and sealed to MVHR duct and insitu concrete

INTERNALTOWNHOUSE

EXTERNAL

F30/171A - MVHR termination piece

Sheet applied waterproofing layer.Refer to facade engineer's information.

L10/331 - Inward opening timber window with external aluminium cladding bronze colour finish. Refer to facade engineer's drawings. Schedule by PD+P

Cavity tray to facade engineer'sspecification

170 80

30

320

280

F30/171A - Metal duct for MVHR primary ducts to services engineer's specification

Window lateral restraint. Refer to facade engineer's information

Curtain rail detail. Refer to drawing PDP_P2_D_TY_G332_003

Ductwork contractor and main contractor interface

Lightweight wall system to support window head, MVHR duct/plenum and membrane. Refer to facade engineer's information

Facade restraint system for stackedstone. Refer to facade engineer's

information

100

150

60

25


11

1550

50

50

12

520

800

50

30

Window lateral restraint. Refer to facade engineer's information

Drylining. Refer to PDP_P2_D_TY_G252 series


F30/721 - Natural limestone cill. Referto facade engineer's details

H51/111A - Natural limestone

Cavity minimum 50mm. Refer to facadeengineer's information

P10/321A - Continuous breather membranesealed and taped

Sheet applied waterproofing layer.Refer to facade engineer's information.

Insitu concrete upstand and slab tostructural engineers' details

Internal floor finishes. Refer to PDP_P2_D_TY_G331 series

Window architraves and linings. Refer to PDP_P2_D_TY_G333_002

Insitu concrete slab to structural engineers' details

L30/595 - Circular bronze finished metalguardrail fixed to stone at jamb. 50mm

diameter at 800mm from FFL. Refer to facadeengineer's report for specification and fixing

details

L30/595 - Circular bronze finished metalguardrail fixed to stone at jamb. 30mm

diameter at 800mm from FFL. Refer to facadeengineer's information

P10/304 - VCL / Airtightness membrane taped and sealed continuously to window frame and lapped 200mm with insitu concrete

Facade support brackets for naturalstone sill. Refer to facade engineer's

information


5mm stone joint. Refer to facadeengineers information

P10/304 - VCL / Airtightness membrane taped and sealed at insitu concrete joints

25

+12.950 Second Floor FFL

+12.815 Seond Floor SSL

Rear Elevation Second Floor Head Detail with MVHR1:5 @ A11:10 @ A3

A1

P10/300L Services penetration Type 11

F1 Issued for Stage F External /Shell & Core

27.02.15 JG

Drawing Key:

Indicates waterproofing line as specified by the 'Lower Ground Floors Element Architect' (LGFEA)

Indicates Air Tightness Line

Breather Membrane

Vapour Control Layer

Parameter Line

Typical Window Jamb Plan DetailTypical Window Head and Sill Section Details


GENERAL NOTES:



1:5

@ A

11:

10 @

A3

A10

00P

DP

_P2

_D

_02_

G25

1_10

216

97F1



Drawing Title

Client

Project

Initials


PDP_P2 _D_02_G251_1021697 F1

drawn

date

Scale

chkd

1:5 @ A11:10 @ A3

JG


Tasleem (UK) Ltd.

Drawing Status

Proposed DetailsPhase 2Blocks 4 & 5Second Floor Window JambTypical Detail

STAGE F

MW

Origin

Feb-2015


E1 Issued for Stage E External /Shell & Core

12.12.14 JG

Second Floor Elevation1:25 @ A11:50 @ A3

-0 1.0 1.5 M

2

3

5

8

4.1

C C

Internal drylining. Refer to PDP_P2_D_TY_G252 series

Concrete wall to structural engineer's information

F30/155A - Insulation board to window reveals to mitigate cold bridges

P10/304 - VCL/AT membrane taped and sealed continuously to window wall and party wall

F30/721 - Natural limestone cill. Refer to facade engineer's information

H51/111D - Natural limestone with fossilisation to window reveal recessed from facade by 30mm


P10/321A - Continuous breather membrane sealed and taped

H51/111A - Natural limestone

L30/595 - Circular bronze finished metal guardrail. Refer to facade engineer's details

Sheet applied waterproofing layer. Refer to facade engineer's information.

Facade restraint system for stacked stone. Refer to facade engineer's information

INTERNALTOWNHOUSE

EXTERNAL

L10/331 - Inward window. Schedule by PD+P

Window lateral restraint

Second Floor Jamb Detail1:5 @ A11:10 @ A3

C

75

110

150

150

5575

280

30

Varies - Refer to Elevation Setting Out

25

80

10

175

Where relevant to front facadesBlock 4 Gridline 13Block 5 Gridline C

Where relevant to rear facadesBlock 4 Gridline 11Block 5 Gridline E

F1 Issued for Stage F External /Shell & Core

27.02.15 JG

Drawing Key:



Breather Membrane


Parameter Line


GENERAL NOTES:



1:10

@ A

11:

20 @

A3

A10

00P

DP

_B5

_D

_TY

_G25

1_00

116

97F1



Drawing Title

Client

Project

Initials


PDP_B5 _D_TY_G251_0011697 F1

drawn

date

Scale

chkd

1:10 @ A11:20 @ A3

JG


Tasleem (UK) Ltd.

Drawing Status

Proposed DetailPhase 2Block 5Portico Section Details

STAGE F

MW

Origin

Feb-2015


Entrance/communication panel to AV/ITspecification on leading edge of door

Natural stone clad planter to match pavementstone

L30/550C Black painted metal entrance railings1600mm high. To match Phase 1 architect's design

Flame white granite to Phase 1 elementsarchitect's specification

Q25/110A - Ramp rising 40mm natural stone floorfinish. Refer to FMDC for stone specification

F21/110A - Flamed white granite coping stone tomatch Phase 1 elements architect's specification

150

15

50

75

Slot drain flush with ground floor entrance FFL

900

300

300

1000

1600

Phase 1 architect's scope

eq eq

1000

+4.905 Ground SSL

+5.040 Ground FFL

+4.200 Podium Block 5 Entrance SSL

+5.000 Podium Block 5 Entrance FFL

Note:For all stone specification refer to FMDC report. For all brackets/stone support, DPC details and window specifications refer to facade engineer's report. For all facade performance requirements and stone cladding profiles refer to facade engineer's report. For all structural information refer to structural engineer's report.For all structural support please refer to structural engineer's report.

Metal cladding1

2

3

4.1

5

6

Natural limestone

Timber windows alu-clad

Limestone with medium fossilisation

Cast iron rainwater pipe bronze painted

Insulation PIR/PUR foiled back

8

Key of materials:

7 Structural insulation

External metal guardrail 30mm 800mm from FFL

9 Metal balustrade bronze finish 15mm bars. Details tbc by S+P

10Metal balustrade bronze finish to metal work specialists specification. TBC once appointed post Stage E.

11 Flamed white granite plinth stone

12Timber entrance door to security and facade engineer's information

13 External planter

14 Black painted metal railings to metal specialists specification with feature light

4.2 Limestone with high fossilisation

Housetype 5.5 Portico and Planter ElevationScale 1:50 @A1 1:100 @A3

-

2

4.21

5

1

3

1

1

4.1

4.2

4.1

4.2

4.2

10

1014

2

E1 Issued for Stage E Externals / Shell & Core

12.12.14 JG

F1 Issued for Stage F Externals / Shell & Core

27.02.15 JG

Drawing Key:



Breather Membrane


Parameter Line

H31/104 Anodised aluminium cladding toportico entrance. Refer to facade engineer's

information. Fixings by sub-contractor

H51/114 - Solid stacked natural limestone withfossilisation to facade engineers' details



P20/150A - Bronze decorative inlay

Structure to structural engineers' details

L30/553 - Balcony balustrade to metal workspecialist's specification. All fixings to facade

engineer's information

Q25/110A - Natural stone floor finish

Recess to house lightfitting tolighting designers' details

0 1.0 2.0 M

75

50

1100

400

125

275

EQ

440

160 20

280

J31/130A - Liquid applied waterproofing

R10/365A - Rainwater outlet

C


H51/110B - Solid stacked natural limestone withfossilisation to facade engineers' details

H51/114 - Natural limestone with fossilisation.Refer to facade engineer's details

Drain cut in stone to facade engineer's details

H51/111A Natural limestone

Steel structure to structural engineers' details

250

750F30/155A - Insulation

280


GENERAL NOTES:



1:10

@ A

11:

20 @

A3

A10

00P

DP

_B5

_D

_TY

_G25

1_00

116

97F1



Drawing Title

Client

Project

Initials


PDP_B5 _D_TY_G251_0011697 F1

drawn

date

Scale

chkd

1:10 @ A11:20 @ A3

JG


Tasleem (UK) Ltd.

Drawing Status

Proposed DetailPhase 2Block 5Portico Section Details

STAGE F

MW

Origin

Feb-2015


Entrance/communication panel to AV/ITspecification on leading edge of door

Natural stone clad planter to match pavementstone

L30/550C Black painted metal entrance railings1600mm high. To match Phase 1 architect's design

Flame white granite to Phase 1 elementsarchitect's specification

Q25/110A - Ramp rising 40mm natural stone floorfinish. Refer to FMDC for stone specification

F21/110A - Flamed white granite coping stone tomatch Phase 1 elements architect's specification

150

15

50

75

Slot drain flush with ground floor entrance FFL

900

300

300

1000

1600

Phase 1 architect's scope

eq eq

1000

+4.905 Ground SSL

+5.040 Ground FFL

+4.200 Podium Block 5 Entrance SSL

+5.000 Podium Block 5 Entrance FFL

Note:For all stone specification refer to FMDC report. For all brackets/stone support, DPC details and window specifications refer to facade engineer's report. For all facade performance requirements and stone cladding profiles refer to facade engineer's report. For all structural information refer to structural engineer's report.For all structural support please refer to structural engineer's report.

Metal cladding1

2

3

4.1

5

6

Natural limestone

Timber windows alu-clad

Limestone with medium fossilisation

Cast iron rainwater pipe bronze painted

Insulation PIR/PUR foiled back

8

Key of materials:

7 Structural insulation

External metal guardrail 30mm 800mm from FFL

9 Metal balustrade bronze finish 15mm bars. Details tbc by S+P

10Metal balustrade bronze finish to metal work specialists specification. TBC once appointed post Stage E.

11 Flamed white granite plinth stone

12Timber entrance door to security and facade engineer's information

13 External planter

14 Black painted metal railings to metal specialists specification with feature light

4.2 Limestone with high fossilisation

Housetype 5.5 Portico and Planter ElevationScale 1:50 @A1 1:100 @A3

-

2

4.21

5

1

3

1

1

4.1

4.2

4.1

4.2

4.2

10

1014

2

E1 Issued for Stage E Externals / Shell & Core

12.12.14 JG

F1 Issued for Stage F Externals / Shell & Core

27.02.15 JG

Drawing Key:



Breather Membrane


Parameter Line



H51/114 - Solid stacked natural limestone withfossilisation to facade engineers' details




Structure to structural engineers' details

L30/553 - Balcony balustrade to metal workspecialist's specification. All fixings to facade

engineer's information

Q25/110A - Natural stone floor finish

Recess to house lightfitting tolighting designers' details

0 1.0 2.0 M

75

50

1100

400

125

275

EQ

440

160 20

280

J31/130A - Liquid applied waterproofing

R10/365A - Rainwater outlet

C


H51/110B - Solid stacked natural limestone withfossilisation to facade engineers' details

H51/114 - Natural limestone with fossilisation.Refer to facade engineer's details

Drain cut in stone to facade engineer's details

H51/111A Natural limestone

Steel structure to structural engineers' details

250

750F30/155A - Insulation

280

View of Townhouse Entrance Portico (collaborative work)Townhouse Entrance Portico Section Detail

- Banes planning department -Part I Work experience

The work is the result of two consecutive summer placements in

the urban design and planning department of Bath and North East

Somerset Council.

As a project assistant I assisted in the research which culminated

in a new Supplementary Planning Document on Sustainable

Construction and Retrofitting. I was able to assist with the design

and running of a stakeholder workshop, conducted research and

produced a range of hand-drawn images of various building

typologies and retrofitting interventions.

Project: Sustainable Construction & Retrofitting Supplementary Planning Document Work: Pubic Sector Planning Policy Experience: Planning Policy

Dates: August 2011 & 2012

Role and Tasks: Hand Pencil drawings, Surveys, Construction and Retrofit Research, Assisting with consultation event.

Early Modern House ConstructionInternal Insulation Retrofit to Solid Wall Construction

18th C Georgian Townhouse Construction Section

150412 OB Portfolio

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Transcript of 150412 OB Portfolio