Portfolio - Oyindamola Akinyebo

Oyindamola Akinyebo

ARCHITECTURE

Portfolio

Contents Pg

3-11

Academic Study

Pg 12-13

Personal Project

Pg 14-17

Practice Experience

Pg 18

Technical Studies

2

Academic Study Artful Healing: An Art Therapy School Thesis: The art therapy school explores humanity’s journey through life. Life is a constant spiral of freeing ourselves from our limitations. As a species, we are restricted by our technology. As infants, we are restricted by our knowledge, size, and communication skills. The journey through infancy to adolescence provides the opportunity for us to free ourselves from these limitations however, we are constantly faced with new ones. This is the spiral of life.

‘Art has the extraordinary capacity to express resistance and rebellion, protests, and hope. It is a vital contribution to any flourishing democracy’ – Deeyah Khan The arts are disciplines that focus on freedom of expression. Through the arts, we can free ourselves from the limitations of infancy, adolescence, and adulthood as it is all about feeling free to express ourselves in an environment where there is no right or wrong answer: we can unapologetically be ourselves.

The stigma that surrounds mental health, can be seen as a limitation that we need to break free from. The path to freedom is not always easy or clear so, the art therapy school will be a compass, guiding the local community and students on this journey. The school aims to adopt artistic disciplines – visual art, dance, drama, and music – as a tool towards freedom, becoming a safe haven for all.

Waterside Meadow Lane Lock, the site for this school, is bounded by two water bodies: the river Trent and the canal. These water bodies can be related to humans through the Fibonacci, which is a sequence that relates the scale of nature (including humans) to science and geometry. The school will adopt this geometry through its form, to represent the journey through life’s limitations.

Through its form, this school will represent the movement from restriction to freedom through a combination of narrow corridors and open plan spaces, walls become restrictive pathways, and classrooms and studios become the light at the end of the tunnel, where freedom from the struggles of life are encouraged through the artistic disciplines.

3

Academic Study

Music department & Multi-disciplenry Amenities

‘Downtime Centre’ for relaxation

Art Department

Dance Department

Drama Department

Water Pavillion

Massing Strategy: The massing strategy divides the art therapy disciplines into specialised environments: music, art, dance, and drama. Educational buildings are on the north side, while the re purposed lock house buildings on the south serve as a relaxation (downtime) centre. Students can unwind near nature to alleviate stress. Interdisciplinary interaction is facilitated by a water pavilion acting as a multipurpose space for exhibitions, symbolising the journey’s end.

Geometry Strategy: The Fibonacci sequence links nature to science and geometry. Inspired by the journey from restriction to freedom and the site’s natural surroundings, my design employs the Fibonacci spiral to connect art therapy buildings and site sections. The public square marks the spiral’s tightest point. Moving outward, the spiral symbolizes freedom toward nature, represented by water bodies. The water pavilion at the spiral’s end offers an exhilarating experience with a glass base, blurring boundaries between man and nature, mirroring life’s journey.

Site Access Strategy: The existing site has four main access points, including the canal-side path. Integrating these points into the access strategy allows for through routes within the school’s massing design, converging at the central public square.

To facilitate wheelchair-friendly pedestrian access between the north and south parts of the site, I designed a bridge following the overall Fibonacci arrangement of the design.

Solar Gain Strategy: The school design includes a central courtyard for natural sunlight penetration. Solar panels are integrated for renewable energy. Roof slopes of Music and Art buildings follow the sun’s path to enhance solar energy production.

4

Academic Study N

N

Ground Floor plan

First Floor plan

5

Academic Study N

N

MUSIC DEPARTMENT

ART DEPARTMENT

DRAMA DEPARTMENT

DANCE DEPARTMENT WATER PAVILLION

‘DOWNTIME’ RELAXATION CENTRE

Second Floor plan

Roof plan

6

Academic Study

Section AA

Elevation 1

Section CC

Elevation 2

Section CC

Elevation 3 7

Academic Study The Journey

1.

3.

5.

THE APPROACH: This visual shows the western approach to the site, leading into the public square.

ROOF BRIDGES: ATRIUM: This visual shows the roof bridges that connect the build- This visual shows the atrium of the music department, which ings of the 4 art therapy disciplines (art, music, dance, dra- also consists of a light well to bring warmth and daylight ma) together. into the deep plan space.

2.

4.

6.

THE PUBLIC SQUARE: This visual shows the ‘central hub’ of the school, the public square. This is an area where students and the local community are able to come together.

ROOF TERRACES: MUSIC STUDIO: This visual shows the active roof terraces where students This visual shows an interior view of one of the music studios and the local community can socialise, enjoy student exhibi8 tions and other outdoor entertainment .

Academic Study 7.

9.

11.

VIEW OF PUBLIC SQUARE FROM ATRIUM: This visual shows a view of the public square from the first floor atrium.

MUSIC CLASSROOM: SOUTH-SIDE OF THE SCHOOL: This visual shows an interior view of one of the music class- This visual shows a view of the south-side of the site (where rooms. the relaxation centre and water pavilion are located) from the path near the river Trent.

8.

10.

12.

INTERDISCIPLINARY STUDIO/CLASSROOM: This visual shows a view of an interdisciplinary classroom, that can be used by all departments of the school for seminars, lectures and independent study.

‘DOWNTIME’ (RELAXATION) CENTRE: WATER PAVILION:: This visual shows a view of the ‘downtime’ centre, where stu- This visual shows a visual of the water pavilion located at dents can go to relax and socialise by the water while on the ‘free’ end of the spiral near the water to symbolise free9 campus. dom at the end of the journey

Academic Study Sustainability Strategies: Solar Panel: The school sustains itself with south-facing solar panels, a renewable energy source.

Passive Ventilation & Cooling: Natural cooling is achieved through a courtyard, large windows, and thermal mass elements like re purposed brick, utilizing prevailing winds and radiant cooling.

Sustainability: Re purposed brick from the site’s science laboratory reduces embodied energy. Solar panels, passive ventilation, and solar gain align with sustainable principles, reducing reliance on fossil fuels.

Energy Efficiency: These strategies lower demand for artificial lighting, mechanical cooling, and grid-based electricity, enhancing energy efficiency.

Carbon Footprint: Integration of solar panels and re-used materials reduces carbon emissions, minimizing reliance on non-renewable resources and lowering the carbon footprint.

10

Academic Study Structural Development:

- The final grids for the buildings are illustrated on the left.

- By developing a separate grid for each individual building with its own radial point allows me to resolve this issue while creating an internal space that allowed for users to experience the concept of restriction to freedom - In addition I wanted the scheme to be sustainable My though for this was to use an entire glulam (timber) structure due to the low embodied energy of the material, its durability and renew-ability - However as the site has flood risks there are issues with this as timber, even when treated, can get water damage.

- Due to the spans and heights of my internal spaces I considered using 300x300 steel beams and columns.

- After conducting an FCBS carbon analysis for my building using steel, brick and concrete for it structural system I concluded to use clt columns and beams to reduce the embodied carbon in my scheme.

However, the part of the structure below the ground level will be concrete.

- This provides flood protection and water resistance for the part of the structure likely to come into contact with water in the event of a flood - I also went for a concrete pile foundation because of its high load bearing capacity and durability.

- It is also a recommend foundation type for areas prone to water-logging such as the site of my school galvanised fixings to structural engineers details

floating floor comprised of dense boards and acoustic insulation, depth to suit acoustic requirements and conceal fixing brackets if exposed

CLT structural floor panel to structural engineers design with exposed internal finish

wax based end grain sealant to all exposed edges of CLT

Detail A: Scale - 1:5

insulation board

sill flashing over compressible insulation internal flashing over insulation to cladding rail internal flashing over insulated wall panel insulation to cladding rail flashing to window head, lapped behind wall panel insulation board to soffit with flashing sealant to window internal flashing to window head insulation board

Weather Protective covering for Timber

insulation board Grid Line

Detail B: Scale - 1:5

sill flashing over compressible insulation galvanised fixings to structural engineers details

internal flashing over insulation to cladding rail

Timber Cladding Column

FlooD Level

insulated wall panel Studwork FLITCH plate connection

floating floor comprised of dense boards and acoustic insulation, depth to suit acoustic requirements and conceal fixing brackets if galvanised fixings to structural exposed engineers details CLT structural floor panel to structural engineers design with exposed internal finish wax based end grain sealant to all exposed edges of CLT

flashing over parapet

Cavity Tray Damp Proof Course

floating floor comprised of dense boards and acoustic insulation, depth to suit acoustic requirements and conceal fixing brackets if exposed

insulation board to top of parapet

wax based end grain sealant to all exposed edges of CLT

40mm sand cement screed

Damp Proof Membrane

CLT structural floor panel to structural engineers design with exposed internal finish

insulated panel to internal parapet, with fixing for flashing

floor finish

Ground Level

Brickwork Vapour Barrier Rigid Insulation

insulation board edge flashing to roof panel

Concrete slab

sill flashing over compressible insulation

50mm sand blinding well compacted hardcore

Hardcore

internal flashing over insulation to cladding rail internal flashing over insulated wall panel insulation to cladding rail insulation board internal flashing over insulation to cladding rail flashing to window head, lapped behind wall panel insulation board to soffit with flashing sealant to window internal flashing to window head insulation board

reinforced concrete pile cap

flashing to window head, lapped sill flashing over behind wall panel compressible insulation insulation board to internal flashing over soffit with flashing insulation to rail sealantcladding to window

Detail A: Scale - 1:5

internal flashing over insulated wall panel internal flashing to insulation to window head cladding rail insulation board flashing to window head, lapped behind wall panel insulation board to soffit with flashing sealant to window internal flashing to window head

pile cluster to suitable loadbearing stratum

Detail B: Scale - 1:5

Detail C: Scale - 1:5

Detail C: Scale - 1:5

11

Personal Project Pulborough Pier Inspired by the organic forms of the South Downs signage and the undulating topography of Pulborough’s meadows, the design features a striking, naturalistic structure.

Utilising corten steel and timber, materials synonymous with the South Downs region, the platform rises elegantly on ‘stilts’ resembling tree-like columns. This design choice not only reinforces the connection to nature but also allows for continued use of the space as a car park, with the platform suspended above.

Lightwells integrated into the structure ensure ample natural light penetrates the lower level, preserving visibility and ambiance. Biodiversity is promoted through the inclusion of vegetation on the platform, mirroring the natural flora of the surrounding area. At the end of the platform, the ideal viewing point offers visitors a breathtaking panorama of Pulborough’s scenic vistas. .

A key aspect of the design is its commitment to sustainability.

Solar panels integrated into the platform enable the generation of electricity to power lighting and other amenities. This self-sufficient energy solution not only reduces environmental impact but also contributes to the overall sustainability of the project.

The Pulborough Viewing Platform represents more than just an architectural structure; it embodies a vision for sustainable development, community engagement, and appreciation of natural beauty. As an aspiring sustainable designer, I firmly believe in the importance of integrating environmental considerations into every facet of my work.

Through thoughtful design and integration with the surrounding environment, the project seeks to enrich the lives of residents and visitors alike, while fostering a deeper connection to the unique landscapes of Pulborough. My dedication to sustainability drives me to create spaces that not only enhance the built environment but also prioritize the well-being of both people and the planet.

12

Personal Project

13

Practice Experience Old Manor Cottage Outbuilding 1(Photoshop Elevations) The Project: Redevelopment of existing outbuildings My Role: Responsible for developing both existing and proposed drawings using site survey information.

Collaborating closely with the team, I ensured that our proposal met the specific needs and desires of our client. Additionally, I contributed to creating Photoshop elevations of our proposal, which were prominently featured in our design and access statement for the project.

Garage (Plans & Elevations) © ARCHITECT'S COPYRIGHT RETAINED

© ARCHITECT'S COPYRIGHT RETAINED

GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure EX-FFL 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

113.499m

GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

113.499m

EX-FFL

Left - South West Elevetation

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

6302.5

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

6302.5

6 5 4 3 2 1

9709

9700

Surface mounted track light with switch and PIR

2 1 11 10 9 8 7 6 5 4 3

Directional spot lights

L1.00

FIRST FLOOR STORAGE

GIA 51.7m²

L0.01

113.012m

STORAGE

EX-FFL

113.012m

GIA 14.6m²

EX-FFL

Capped drainage and water supply points

T01 rev

5m

TENDER ISSUE

date

amendment

r

T01 rev

16 Iliffe Yard London SE17 3QA w

ra-l.com

Front - South East

TENDER ISSUE amendment

16 Iliffe Yard London SE17 3QA w

job title OLD MANOR COTTAGE LITTLE BEDWYN

drawing title PROPOSED PLAN OUTBUILDING 2

drawing title PROPOSED FIRST FLOOR PLAN OUTBUILDING 2

status

TENDER

scale

1:50 @A3 1:25 @A1

job no.

A105

drawing no.

700

revision

T01

0

5m

113.210

© ARCHITECT'S COPYRIGHT RETAINED

Bat Access as per ecology report

13.10.23 date

r

job title OLD MANOR COTTAGE LITTLE BEDWYN

N

N 0

113.210m

13.10.23

status

TENDER

scale

1:50 @A3 1:25 @A1

job no.

A105

ra-l.com

drawing no.

701

revision

T01

© ARCHITECT'S COPYRIGHT RETAINED

GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

Roof tiles to match Outbuilding 01 Conservation roof light

Roof tiles to match Outbuilding 01

Timber cladding to enclose stair creating log store

Larch pressure treated Timber cladding

Timber cladding

LEFT - SOUTH WEST

FRONT - NORTH WEST

ELEVATION

ELEVATION

Crevice feature behind cladding

Roof tiles to match Outbuilding 01 Developer Range - colour medium Roof tiles to match Outbuilding 01

Timber cladding Timber cladding

RIGHT - NORTH EAST ELEVATION

Right - North East

0

RIGHT ELEVATION

5m

T01

13.10.23

TENDER ISSUE

rev

date

amendment

r

T01 rev

16 Iliffe Yard London SE17 3QA w

ra-l.com

13.10.23

TENDER ISSUE

date

amendment

r

16 Iliffe Yard London SE17 3QA w

job title OLD MANOR COTTAGE LITTLE BEDWYN

job title OLD MANOR COTTAGE LITTLE BEDWYN

drawing title PROPOSED ELEVATION LEFT & RIGHT OUTBUILDING 2

drawing title PROPOSED ELEVATION FRONT & REAR OUTBUILDING 2 drawing no. revision REAR - SOUTH WEST

status

TENDER

scale

1:50 @A3 1:25 @A1 ELEVATION

job no.

A105

703

T01

0

5m

status

TENDER

scale

1:50 @A3 1:25 @A1

job no.

A105

ra-l.com

14

drawing no.

702

revision

T01

© ARCHITECT'S COPYRIGHT RETAINED GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

Practice Experience

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

Rev

Description

T01 T02

50 Notting Hill Gate

Tender Issue Tender Issue

Date 05.05.23 -

© ARCHITECT'S COPYRIGHT RETAINED GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

The Project: Transforming an old Lloyds Bank Building into a Food & Beverage scheme Rev

T01 T02

Description

Tender Issue Tender Issue

Date

05.05.23 -

Flat level access

Riser Location

Internal 1:12 ramp access from entrance at street level

My Role: I was responsible for converting the existing Revit model into our proposed restaurant scheme, working closely with structural engineers and utilising site survey information. Additionally, I curated a comprehensive document showcasing our restaurant proposal to the client, integrating concept images, visuals and technical drawings of our proposal

Store

KEY

A

A020-021

PLASTERBOARD 2.19 SPEC.

B

KINGSPAN 100mm WALL 2.15 SPEC.

1

A020-029

ID-GF-04

A020-018

Accessible Toilet

A

1

Kitchen

ID.GF.09 ID.GF.10

ID-GF-05

ID.GF.11

Unisex WC

1

W.GF.03

A020-019

ID.GF.12

A020-028

ED.GF.01

B

W.GF.02

ID-GF-07 ID-GF-06

A

B

ID-GF-08

ID-GF-01

Staff Room

EXTERNAL CAVITY WALL INSULATION 2.16 SPEC.

W.GF.01 ID-GF-02

W.GF.04

ID-GF-03

1 A020-020

3

6

Proposed Basement Proposed Basement Plan 1 1 : 100

5

4

3

2

1

Proposed Ground Floor Plan

NOTE: ALL FURNITURE SHOWN IS INDICATIVE

Proposed Ground Raised Access Floor

1

1 : 100

© ARCHITECT'S COPYRIGHT RETAINED

© ARCHITECT'S COPYRIGHT RETAINED

GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

GENERAL NOTES ON MATERIALS

GENERAL NOTES ON MATERIALS

Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or www.ra-l.com otherwise to show their suitability. Materials should be in accordance with BS8000 series 16 Iliffe Yard of documents and other accepted good practice (e.g. Quality assured London to ISO9000).

SE17 3QA

e info@ra-l.com

Rev

Description

T01 T02

Date

Tender Issue Tender Issue

Rev

NOTE: ALL FURNITURE SHOWN Roof hatch with retractable ladder to provide roof access IS INDICATIVE

05.05.23 -

Job Title T01

Description Tender Issue

Date 05.05.23 -

Tender Issue 50T02 Notting Hill Gate Drawing Title

Proposed Ground Floor Plan

Riser Location 1

N

Railing for protection against fall

0

1

2

3

4

5 m

SCALE 1: 100

Status

PLANNING

Scale

1 : 100 A020

Job Number

Drawing Number

Revision

A020-013

T02

Riser Location

KEY A020-021

B

1

T

A020-018

1

KEY PLASTERBOARD 2.19 SPEC.

A020-021

B

KINGSPAN 100mm WALL 2.15 SPEC.

A020-029

A020-029

T

ID.2F.03

ID.2F.02

ID.1F.01

A

PLASTERBOARD 2.19 SPEC.

www.ra-l.com 16 Iliffe Yard London SE17 3QA

1

EXTERNAL CAVITY WALL INSULATION 2.16 SPEC.

W.1F.02

A020-018

1

KINGSPAN 100mm WALL 2.15 SPEC. EXTERNAL CAVITY WALL INSULATION 2.16 SPEC.

e info@ra-l.com

A W.2F.01

1

A

A020-019

1

A

W.1F.03

A020-028

A020-028

T

W.2F.02

B

B

W.1F.04

ED.2F.01

T

T

Selecta glaze S40 FL with 24mm Enhanced Thermal Sealed Unit and 100mm cavity. Spec 2.20.

50 Notting Hill Gate Drawing Title

1 Proposed Basement Plan

1 2

A020-020

A020-020

N

1

6

5

4

3

2

A020-019

Job Title

6

1

0

1

2

4

5 m

SCALE 1: 100

5

3

4

Status

PLANNING

Scale

1 : 100 A020

Job Number

3

Drawing Number

Revision

A020-012

T02

2

1

Railing for protection against fall

NOTE: ALL FURNITURE SHOWN IS INDICATIVE

Proposed Floor Plan Proposed FirstFirstFloor 1

NOTE: ALL FURNITURE SHOWN IS INDICATIVE

Proposed Second Floor Proposed Second Floor Plan 1 1 : 100

1 : 100

© ARCHITECT'S COPYRIGHT RETAINED GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

© ARCHITECT'S COPYRIGHT RETAINED

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or www.ra-l.com otherwise to show their suitability. Materials should be in accordance with BS8000 series 16 Iliffe Yard of documents and other accepted good practice (e.g. Quality assured London to ISO9000).

e info@ra-l.com

Rev

Description

Job Title

Roof hatch with retractable ladder to provide roof access

Date

Job Title Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show 50 Notting Hill Gate their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured Drawing Title to ISO9000).

Drawing Title

Proposed First Floor Plan 0

1

2

3

4

5 m

SCALE 1: 100

Status

PLANNING

Scale

1 : 100 A020

Job Number

Proposed Second Floor Plan

Drawing Number

Revision

A020-014

T02

1

N

N

1

e info@ra-l.com

GENERAL NOTES ON MATERIALS

50 Notting Hill Gate

Railing for protection against fall

www.ra-l.com 16 Iliffe Yard London SE17 3QA

GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

SE17 3QA

Rev P01 P02 T01 T02 P03 P04 P05 P06

A020-221

0

1

2

SCALE 1: 100

3

4

5 m

Description Planning Issue Planning Issue Tender Issue Tender Issue Planning Issue Planning Issue Planning Issue Planning Issue

Status

PLANNING

Scale

1 : 100 A020

Job Number

Date

Drawing Number

Revision

A020-015

T02

09.08.23 21.08.23 20.10.23 14.11.23 29.11.23 01.12.23 04.12.23 05.12.23

B

2

A020-029

A020-018

1

A 1

A

KEY

A020-019

B

Demolition

3482

3532

A020-028

150mm Projecting Portland Stone cornice, colour - off white 150mm Projecting Portland Stone Corbel, colour - off white

Ground floor facade to have concrete tiles outer skin removed

2

Recessed zone for signage - Timber painted black

A020-220

W.GF.01

Proposed Section Axonometric

Portland Stone, colour - off white ED.GF.01

Window glazing with timber frame painted black

6

5

4

3

2

1 Timber door painted black

500

500

Railing for protection against fall

Proposed Attic Plan

Proposed Roof Plan

Proposed Front Elevation

1 : 100

Existing Front Elevation Shopfront

2

1 : 50

1

1 : 50

15

e info@ra-l.com

Job Title

50 Notting Hill Gate Drawing150 Title

Proposed Attic Plan 353 1

0

SCALE 1: 100

1

2

3

4

5 m

Status

403PLANNING

Drawing Number

1 : 100 A020

A020-016

Scale Job Number

Proposed Axonometric

Proposed Front Elevation Shopfront

www.ra-l.com 16 Iliffe Yard London SE17 3QA

871

1

N

1

Timber stall riser painted black

Revision

150mm Projecting Portland Stone cornice, colour - off white

Practice Experience © ARCHITECT'S COPYRIGHT RETAINED GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

Withdean Road

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

Rev 1

T01 T02 C01 C02 C03 C04 C05

2

00 W.9

ED-00-02

00 W.8

00 W.7

00 W.6

00 W.5

A W D 00 W.21

ID-00-12

00 W.16

WC 6 m²

PLAYROOM 23 m²

DN

ID-00-13 ID-00-02

ID-00-01

DN

DN

KITCHEN 74 m²

Date 26.03.22 20.04.22 17.05.22 22.06.22 28.07.23 04.01.24 29.02.24

The Project: Development of a 2 storey House

00 W.4

DN

UTLITY 10 m²

Description Drawing Issue Fire Curtain added Construction Issue Construction Issue Construction Issue Construction Issue Construction Issue

DN CINEMA ROOM 37 m²

00 W.22

My Role: My role in this project involved updating our Revit model and drawings for issuance during the construction process. I was tasjed with specific focus on developing a proposal for a playcastle in the kids’ playroom. Collaborating closely with the interior designer, we conceptualized the design and I translated it into a detailed revit family, which i then integrated into our reevit model. Additionally, I developed a compelling visual of the space’s potential using Photoshop, providing the client with a clear vision of the proposed playcastle.

00 W.15

ID-00-03 OPEN PLAN LIVING SPACE 83 m² 30 MINUTE FIRE & SMOKE CURTAIN

00 W.23

00 W.14

B

13.9 M TRAVEL

00 W.24

15 M TRAVEL

00 W.13

11.5 M TRAVEL

FIRE STRATEGY KEY

60 MINUTES FIRE RATED COMPARTMENT

ID-00-0516.3 M ID-00-06

C

60 MINUTE FIRE & SMOKE CURTAIN

TRAVEL

ID-00-04

30 MINUTES FIRE RATED

00 W.12

30 MINUTES FIRE RATED CURTAIN DRY RISER

ID-00-08

ESCAPE ROUTE

CHOICE OF 2 EXITS

00 W.11

ID-00-07 GYM 18 m²

SHOWER WC 6 m²

FIRE ESCAPE

8M TRAVEL

30 MINUTE FIRE DOOR 30 MINUTE SMOKE SEALED DOOR

00 W.10

60 MINUTE FIRE DOOR 60 MINUTE SMOKE SEALED DOOR

00 W.20 1263

10.8 M TRAVEL

D

00 W.3

00 W.2

HALL 19 m²

POOL ROOM 70 m²

FIRE CURTAIN CONTROL PANEL ANTIQUE BRASS DOOR THRESHOLD STRIP

GARAGE 38 m²

ID-00-09

ID-00-11

E 00 W.17

00 W.18

Playroom Rendered Elevations

00 W.19

3

Ground Floor Plan

240 MINUTES FIRE RATED COMPARTMENT

5.1 M TRAVEL

00 W.1

ID-00-10 POOL PLANT 15 m²

FIRE HOSE DISTANCE

F

ED-00-03

4

5

6

1

Playroom Elevation A 1 : 20

© ARCHITECT'S COPYRIGHT RETAINED GENERAL NOTES © ARCHITECT'S COPYRIGHT RETAINED 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

GENERAL NOTES 3 Refer to Structural Engineer's drawingstofor relating to structure 1 All dimensions bedetails checked on site.

4 Any discrepancies between the Architect's drawings those 2 Use figured dimensions only. and Queries to by be directed to the Architect. any other party to be reported 3 Referimmediately. to Structural Engineer's drawings for details relating to structure 5 All drawings are not 4forAny construction unless explicitly marked for this purpose. discrepancies between the Architect's drawings and those by any other party to be reported immediately.

GENERAL NOTES ON5 MATERIALS All drawings are not for construction unless explicitly marked for this purpose.

3

Playroo 1 : 20

Materials to comply withGENERAL appropriateNOTES British Standards or Agrement ON MATERIALS Certificate stamped and independently certified or otherwise to show their suitability. MaterialsMaterials should be accordance with BS8000 series to in comply with appropriate British Standards or Agrement of documents and otherCertificate acceptedstamped good practice (e.g. Quality assured and independently certified or otherwise to show to ISO9000). their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

1

Rev

Level 0 Fire Strategy

C01

1 : 100

www.ra-l.com 16 Iliffe Yard London SE17 3QA

Description Date Rev Description

Castle playhouse added to 09.01.24 playroom C01 Castle playhouse added to playroom

Date 09.01.24

e info@ra-l.com

N

Job Title

11 WITHDEAN ROAD Drawing Title

Fire Strategy Ground Floor 1

0

1

2

3

4

5 m

SCALE 1: 100

1

Status

CONSTRUCTION Drawing Number

Revision

Scale

1 : 100 A011

C05

Job Number

A011-095

Playroom Elevation A Playroom Elevation A 1 : 20 1 1 : 20

2

© ARCHITECT'S COPYRIGHT RETAINED

PlayroomPlayroom Elevation Elevation B C 3 1 : 20 Playroom Elevation C 1 : 20 3 1 : 20

4

GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

Rev C01

1

Playroom Visual

Playroom Elevation A 1 : 20

2

Playroom Elevation B Playroom Elevation B 1 : 20 Playroom Elevation C 2 1 : 20 3 1 : 20

Description Castle playhouse added to playroom

Date 09.01.24

4

Playroom Elevation D Playroom Elevation D 1 : 20 4 1 : 20

www.ra-l.com 16 Iliffe Yard www.ra-l.com London 16 Iliffe Yard SE17 3QA London e rory@ra-l.comSE17 3QA e rory@ra-l.com

16

Job Title Job Title 11 Withdean Road 11 Withdean Road

Drawing Title

Playroom Rendered Interior Elevations Drawing Title Playroom Rendered Interior Elevations Status

CONSTRUCTION Drawing Number

Scale

Status 1 : 20

Job Number

Scale A011 Job Number

Revision

CONSTRUCTION Drawing Number

Revision

1 : 20 A011

C01

A011-322

C01

A011-322

Playroo 1 : 20

Practice Experience Amazing Grace - Site Experience

© ARCHITECT'S COPYRIGHT RETAINED GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

The Project: Listed Building Consent for grade ii* listed church

FFL +5.38 FFL +4.39

FFL +5.38

FFL +5.20

FFL +5.38

Existing ramp up to raised floor

SERVICE LIFT

SERVICE LIFT

85.

85.

My Role: I was responsible for updating existing drawings to accurately reflect the current state of the building and proposed changes following a comprehensive site visit. I took measurements of proposed fixed elements, including the bar and stage, as well as other desired modifications outlined by the client.

I included detailed notes outlining all modifications, providing clarity for the planning application process.

Line of existing mezzanine above 2 N.O. Existing dumbwaiter shafts to lower ground floor kitchen

Wooden balustrade behind bar stools

Retention of reconfigured bar and kitchen

Existing step up to raised floor

Retention of lighting rigs either side of the alter

FFL +5.38

Existing column retained

Existing reredos retained

Free standing coat cupboard and reception desk joinery

Retention of the stage and DJ pulpits Retention of the reconfigured seating booths either end of the banquette seating into DJ pulpits

FFL +5.20

Retention of the speakers and new light fittings and projectors

Retention of wing artwork Retention of the illuminated signage within the windows Retention of air duct and 2 new emergency access lights within the front lightwell

Fire escape stair

© ARCHITECT'S COPYRIG

Existing railings retained

GENERAL NOTES 1 All dimensions to be ch 2 Use figured dimensions 3 Refer to Structural Eng structure 4 Any discrepancies betw any other party to be repo 5 All drawings are not fo purpose.

© ARCHITECT'S COPYRIGHT RETAINED

Existing old york slabs to be lifted and saved. New bedding laid and a mix of existing and close matching reclaimed traditional york stone slabs relaid

New menu board stand to be placed within the courtyard

GENERAL NOTES ON M Materials to comply with a Certificate stamped and in their suitability. Materials of documents and other a to ISO9000).

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

Free standing planters to enclose refuse bins and kegs

8

P01

22.02.24

DRAFT SET

rev

date

amendment

Monmouth Planning Ltd 38a Monmouth Street London WC2H 9EP T: 020 7042 0410 E: info@monmouthplanning.co.uk

008

009

B

D

Ground Floor Plan

GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

0

10m

job title © ARCHITECT'S COPYRIGHT RETAINED 9a St Thomas Street London SE1 9RY GENERAL NOTES drawing title 1 All dimensions to be checked on site.

GROUND FLOOR 2 Use figured dimensions only. Queries to be directed to the Architect.

PLAN 3 Refer to Structural Engineer's drawings for details relating to structure status drawing no. revision INFORMATION 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately. scale 1:100are @A3 @A1 5 All drawings not1:50 for construction unless explicitly marked for this purpose. job no.

A592

003

P01

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

Existing fire escape stair Existing fire escape window retained Retention of extract duct within store Retention of 3 AC casettes FFL +9.43

Retention of partial height service counter

Retention of the illuminated signage within the windows

Retention of partial height joinery to match height of balustrade

Existing glass balustrade retained to mezzanine edge

Existing stair

6 N.O. Existing ceiling hooks

P01

22.02.24

DRAFT SET

rev

date

amendment

Retention of hanging sign

Monmouth Planning Ltd

New signage on the stone plaque New signage to the railing New menu board stand to be placed within the courtyard

38a Monmouth Street London WC2H 9EP T: 020 7042 0410 E: info@monmouthplanning.co.uk job title 9a St Thomas Street London SE1 9RY drawing title D SECTION

Existing reredos retained 0

Section D

5m

status

INFORMATION

scale

1:50 @A3 1:25 @A1

job no.

A592

drawing no.

008

P01

Front Elevation

0

D

008

B

First Floor Plan

009

Retention of new lighting

P01

22.02.24

DRAFT SET

rev

date

amendment

Monmouth Planning Ltd 38a Monmouth Street London WC2H 9EP T: 020 7042 0410 E: info@monmouthplanning.co.uk job title 9a St Thomas Street London SE1 9RY

17

DRAF

date

amen

38a Monmouth Street London WC2H 9EP T: 020 7042 0410 E: info@monmouthplann

10m

Retention of speakers

22.02.24

rev

Monmout

Free standing planters to enclose refuse bins and kegs

revision

P01

job title 9a St Thomas Street London SE1 9RY drawing title SOUTH ELEVATION status

INFORMATION

scale

1:100 @A3 1:50

job no.

A592

34022

Technical Studies

First Floor 30700

Ground Floor

Construction Details 27600

Basement 25270

The Project: Demolition Section A box scheme Transforming an old Lloyds Bank Building into a white 1 1 : 100

My Role: Throughout the construction process of this project I have been responsible for drawing roof details and issuing them to the contractor. Examples below:

Roof 4

Roof 3

1

Roof 5

Roof 1

A020-021

Roof 39241 © ARCHITECT'S COPYRIGHT RETAINED GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

Attic

© ARCHITECT'S COPYR

GENERAL NOTES 1 All dimensions to be ch 2 Use figured dimensions 3 Refer to Structural Eng 4 Any discrepancies betw any other party to be repo 5 All drawings are not for

GENERAL NOTES ON MATERIALS

37000

Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

3

500

500x500mm Concrete paving slabs

10 50

A020-252

Pedestals

34022

Roof 2 280

280

Rev

Pedestals

T01 C01 C02

D

Tende Const Const

Kingspan 280mm Greenguard GG300 (Inverted Roofing double layered)

Geotextile layer

Liquid applied waterproofing

Liquid applied waterproofing

2718

Plywood decking to 1:60 fall

Timber Joist

Timber Joist

12.5mm Plasterboard

12.5mm Plasterboard

150

150

Screed to 1:100 fall

13

170

27600

500x500mm Concrete paving slabs

A020-252

Kingspan Thermaroof TR27 double layered (80mm + 90mm)

Vapour Barrier

Plywood decking to 1:60 fall

22

2656

2643

A020-251

148

Ground Floor

22

2543

A020-252

Vapour Barrier

1

148

3000

2

Materials to comply with a Certificate stamped and in their suitability. Materials s of documents and other a to ISO9000).

Geotextile layer

Kingspan Thermaroof TR27 double layered (80mm + 90mm)

170

30700

Date 22.12.23 02.02.24 26.02.24

1

Single ply membrane

Concrete Slab

13

2732

2828

Single ply membrane

A020-251

Description 500 Tender Issue Construction Issue Construction Issue

Kingspan 280mm Greenguard GG300 (Inverted Roofing double layered)

2

First Floor

Rev T01 C01 C02

10 50

Second Floor

GENERAL NOTES ON M

12.5mm Plasterboard

Screed to 1:100 fall Concrete Slab 12.5mm Plasterboard

Basement 25270

1

1

Roof detail 1

Roof detail 1 1:5

1:5

3

3

Roof Detail 3 1:5

Roof Detail 3 1:5

© ARCHITECT'S COPYRIGHT RETAINED GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

GENERAL NOTES 1 All dimensions to be checked on site.

2 Use figured dimensions only. Queries to be directed to the Architect.

3 Refer to Structural Engineer's drawings for details relating to structure 4 Any discrepancies between the Architect's drawings and those by any other party to be reported immediately.

5 All drawings are not for construction unless explicitly marked for this purpose.

GENERAL NOTES ON MATERIALS Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

Single ply membrane

Single ply membrane

Pedestals

Kingspan Thermataper TT47 (150-250mm) to 1:60 fall Kingspan 280mm Greenguard

22

150

Vapour Barrier

12.5mm Plasterboard

Concrete slab

Concrete slab

Kingspan Thermaroof TR27 double layered (80mm + 90mm)

Vapour Barrier Plywood decking to 1:60 fall

13 38

Concrete Slab

150

170

150 13

Screed to 1:100 fall

12.5mm Plasterboard

148

13

12.5mm Plasterboard

2

1 1Detail Roof 1 :5

1

Date 22.12.23 02.02.24 26.02.24

Roof tiles replaced to match existing

Cross battens

Kingspan nilvent breathable membrane

Cross battens

Liquid applied waterproofing

1 0 Kingspan 150mm Kooltherm K107 Insulation - (Between timber rafters)

Screed to 1:100 fall Concrete Slab

Kingspan nilvent breathable membrane

Timber Joist

1 :12.5mm 5 Plasterboard

2

Kingspan Kooltherm K118 37.5mm (12.5mm plasterboard internal finish)

Kingspan 150mm Kooltherm K107 Insulation - (Between timber rafters)

Roof Detail 2

1

SCALE 1: 100

Kingspan Kooltherm K118 37.5mm (12.5mm plasterboard internal finish)

Roof Detail 2 3 Roof Detail 2 1:5 Roof detail 1 2 Detail Roof 1:5 3

Roof Detail Roof Detail33 3

1:5

1:5

Roof Detail 4 4

Roof Detail 4

www.ra-l.com 16 Iliffe Yard London SE17 3QA

1:5

e info@ra-l.com

4

Roof Detail 4 1:5

Job Title

50 Notting Hill Gate Drawing Title

Roof details 5

Roof detail 1

Geotextile layer

12.5mm Plasterboard

Timber Joist

12.5mm Plasterboard

Description Tender Issue Construction Issue Construction Issue

Roof tiles replaced to match existing

15 0

Vapour Barrier

13

148

22

Plywood decking to 1:60 fall

150

Liquid applied waterproofing

170

Vapour Barrier

Kingspan Thermataper TT47 (150-250mm) to 1:60 fall

13

Geotextile layer

Rev T01 C01 C02

GG300 (Inverted Roofing double layered)

Single ply membrane

Kingspan Thermaroof TR27 double layered (80mm + 90mm)

500x500mm Concrete paving slabs

Single ply membrane

25

Date 22.12.23 02.02.24 26.02.24

50

Description Tender Issue Construction Issue Construction Issue

15 0

280

Kingspan 280mm Greenguard GG300 (Inverted Roofing double layered)

Rev T01 C01 C02

Materials to comply with appropriate British Standards or Agrement Certificate stamped and independently certified or otherwise to show their suitability. Materials should be in accordance with BS8000 series of documents and other accepted good practice (e.g. Quality assured to ISO9000).

500

25

Pedestals

GENERAL NOTES ON MATERIALS

50

500x500mm Concrete paving slabs

10 50

10 50

500

13 38

1 : 100

© ARCHITECT'S COPYRIGHT RETAINED

280

2

Proposed Section A

Job Title

50 Notting Hill Gate

18

Drawing Title

Roof details Status

TEN

Scale

1:5 A011

Job Number

Thank You

19