PORTFOLIO
L ARA FOWLER INTERIOR ARCHITECTURE AND DESIGN
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CO NTENTS
FINAL MAJOR PROJECT
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SYNTHESIS PROJECT / SECOND YEAR
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CURIO BY HILTO N / PLACEMENT YEAR AT NEWMAN GAUGE
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MINIMALIST CAFE DESIGN / FINAL YEAR MINOR PROJECT
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T H E L INCOL N / FINAL YE AR MA JOR P ROJECT
TO VIEW A VIRTUAL TOUR OF MY MOST RECENT PROJECT CHOOSE ONE OF THE FOLLOWING OPTIONS: -Scan QR code -Search ‘THE LINCOLN KAYAK CLUB’ on youtube. -Copy URL: https://www.youtube.com/watch?v=Ps_JJfN3JvI&feature=youtu.be Please ensure the video quality setting is set at 1080p HD in the settings tab for the best possible experience.
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SYNTHESIS PROJECT / SECOND YEAR The focus of the synthesis project was to provide a working space in Nottingham for persons with an artistic interest in pottery. In order to create a space which was suitable for people within this industry, minimalist materials were selected with a neutral colour palette, with certain features highlighted by the use of copper tones, inspired from earthenwear pottery. The disused Victorian warehouse is internally reconstructed to transform the structure into a multifunctional space, which allows for the hosting of classes and events whilst acting as a versatile studio space. In addition to this, bespoke storage spaces throughout the design display the completed pieces of the potters whether for sale purposes or exhibitions. Moreover, the location of the site being adjacent to Nottingham Contemporary, allows for an increased exposure to (aesthetes/art lovers) whilst giving the added opportunity for exhibitions.
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CURIO BY HILTON /
PLACEMENT YEAR AT NEWMAN GAUGE
During my university placement year, I had the opportunity to work for Newman Gauge, a company based in the Jewellery Quarter in Birmingham. Whilst at Newman Gauge the main project which I was involved with was the renovation and re-branding of an existing Hilton Hotel based in Kensington. This was part of the new Curio Collection, which offers bespoke interiors tailored to suit their unique locations, in this case a Victorian period mansion. While assisting on the Hilton project I attended site meetings, which coordinated all parties involved in the project from design through to construction teams. This allowed me to gain a more in depth understanding of the design process from concept through to execution. My main role while on the Hilton project was to support client queries, remotely communicate with the construction team, and work on drawings to be issued to those on site. By taking on this role I believe I have gained a good sense of responsibility while gaining knowledge of the many roles involved in larger projects.
EXAMPLE BEDROOM WITHIN CURIO
EXAMPLE BEDROOM WITHIN CURIO
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MINIMALIST CAFE DESIGN / FINAL YEAR
EXTERNAL VISUAL
The purpose of this project was to rejuvenate an existing derelict cafe located on the edge of River Trent, being explored by a brand looking to expand their business within Nottingham. The project encompasses the feel of the client’s minimalist design which exists in the original cafe. The primary footfall of the site consists of walkers and cyclists, therefore the accessibility of the design is vital, allowing a dog friendly interior as well as external bike storage. The design provides employees with a versatile space which can be transformed in the summer months in order to utilise the outdoor space. This was achieved through designing a bi-folding door system which allows for the river-facing side of the structure to be almost entirely opened up, creating and indoor-outdoor space.
SITE MAP - NOT TO SCALE
GROUND FLOOR PLAN - NOT TO SCALE
VISUALS OF INTERIORS
FRONT AND BACK ELEVATIONS - NOT TO SCALE
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MIN OR DESIG N PRO P O S E D S T RU CT U RE DESCRIPTION Throughout my time based at Nottingham Trent we have been required to show an understanding of how our projects could be constructed, highlighting some of the chosen features of our proposed designs.
PROPOSED FLOOR PLAN OF MINOR PROJECT / SCALE 1:125 / BY AUTHOR
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ISOMETRIC VIEW
DETAIL B
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PROPOSED DESIGN OF MINOR PROJECT WITHOUT ROOF SHOWN TO EXPOSE INTERIOR / SCALE 1:75 / BY AUTHOR
DETAIL A
1 - Dark stained timber rods (1850x40x30mm) lined in upright position to act as dividers of space between seating area and entrance to toilets. 2 - Light intervention created through mild steel plates welded together to create a grid, fitted within air-tight window frame, with varying gaps between the plates. Glass panels inserted in-between welded steel. 3 - Poured concrete base (polished concrete on interior of structure). 4 - Proposed plaster interior walls to create new spaces within structure (not weight bearing). 5 - Floor to ceiling aluminium bi-fold sliding door system (5 windows) with door to right side. 6 - Proposed cement panelling mounted to exterior wall in-between existing stone structural walls (not effecting existing wall on which the panelling sits). Please see Detail A.
DETAIL A : PROPOSED EXTERNAL WALL PANELLING
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DETAIL A 1 - Existing stone wall acting as main structural support walls. 2 - Vertical full height pre-cast cement cladding (2260x150x25mm) to be mounted onto existing wall and to be flush with existing stone walls. 3 - 50.8mm pressure treated softwood battens (BS8417 for a BSEN335:1, Class 3 application) nailed on top of waterproof membrane to main structure in order to support proposed cement cladding. 4 - Bituminous waterproof membrane (5.2mm thick) laid over roof deck to protect the build up from wind and driven rain, conforming to BS EN 13501-5. 5 - Wall of existing structure located on side of building between two weight bearing walls.
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ISOMETRIC VIEW / SCALE 1:5 / BY AUTHOR
PLAN VIEW / SCALE 1:5 / BY AUTHOR
DETAIL B : PROPOSED BI-FOLDING DOOR SYSTEM
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DETAIL B 4 5
PLAN VIEW SECTION / SCALE 1:5 / BY AUTHOR
PLAN VIEW SECTION / SCALE 1:2 / BY AUTHOR
1 - Stainless steel pivot rod located in between windows to allow for folding movement. 2 - Sliding door floor track to provide path for sliding door. 3 - Sliding door track wheel creates smooth movement when folding and unfolding. 4 - Double glazed window pane sealed between aluminium frame. 5 - Aluminium window sill (60mm thick frame) in black finish.
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THE L I NCO LN / F IN A L M A JOR P ROJECT / FI NA L Y E AR
EXTERNAL VISUAL
DESCRIPTION The Village Hall located at the Northern end of Clumber Lake within Clumber Park was the focus of this project. Clumber park is a 3,800 acre park owned by the National Trust, filled with woodland and heath. Clumber park was once the country estate of the Duke’s of Newcastle. The project explored the current use and main functions existing in Clumber Park, whilst incorporating the values of a National Trust heritage site. The proposed project focussed on better utilising the natural resources that Clumber Park offers while still preserving and educating the public about places of historical interest and natural beauty. The project was designed to invite visitors from all ages and parts of society to experience Clumber Lake, the largest man-made element within the Park, forming a true connection with the water. Creating activity on the lake allows visitors to experience all corners of the park like the Duke’s did through history. As proved by the cricket team which has been successfully running within Clumber park since the Duke’s inhabited the park, sporting activity is a very strong element which doesn’t diminish and will still be flourishing in many years to come. Through time, a clubhouse supporting and hosting events for the park would build a strong community and build memories which would never be lost.
SECTION AA / NOT TO SCALE
SECTION BB / NOT TO SCALE
GROUND FLOOR PLAN / NOT TO SCALE
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TWO ATMOSPHERES The design of the Lincoln is divided into two different types of atmosphere. BACK BUILDING (RECEPTION / CHANGING / GYM STUDIO) This section of the building aims to feel very open on entrance, with a bright welcoming atmosphere. The outer timber shell mimics the framework seen through the construction of traditional wooden boats. Over the glass facade this creates the feeling of walking in, underneath the floating frame. However, the heavy element that appears to penetrate the glass skin of the structure causes curiosity. The heavy element is designed to feel permanent, as if it was a natural feature which was in place before the rest of the structure. This means that instead of the true order of the rock being built onto the existing footprint of the Village Hall, it aims to appear so that the heavy element came first and the rest of the structure was built around it. FRONT BUILDING (CAFE / KAYAK STORAGE) This section of the building is designed to draw the eye straight to the lake. By extending the lake-facing end of the existing building forward, a tube effect is created, pulling all focus towards the lake. The lake-facing seating arrangement is adapted within the cafe to utilise the stunning views as much as possible. The bathroom (which has disabled access) and kitchen are tucked away to the corners of the room, lined up with the timber frame, to be concealed in order to not take focus away from the lake. The kitchen can only be accessed through the cafe bar which creates privacy for staff working within the space. By having the toilet and kitchen located in these spaces, it accentuates the tunnel effect of the design, as a closed corridor opens up to the spectacular view.
FLOOR PLAN / NOT TO SCALE
VISUAL SHOWING HEAVY ELEMENT PENETRATING GLASS
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VISUALISATION OF THE LINCOLN IN DIFFERENT WEATHER CONDITIONS
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FIVE MAIN AREAS OF THE LINCOLN
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EXPLODED ISOMETRIC OF THE LINCOLN NOT TO SCALE
1. 2. 3. 4. 5.
Gym Floor with Changing Facilities below Reception Area Lake-side Cafe Kayak Equipment storage Outdoor seating area
Gym studio on first floor
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Reception area
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Lakeside cafe
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Basement kayak storage below cafe
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Outside patio area next to cafe
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EXISTING TO PROPOSED
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EXISTING SITE IMAGES
PROPOSED VISUALS
INTERNAL DETAILS
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PARTIAL PROPOSED STRUCTURAL SYSTEM
LAYER PEEL-BACK ISOMETRIC DRAWING SCALE 1:60 By Author
1 - Aluminium ridge capping bolted onto exterior roof cladding to
old w
ne
Rev. Revision Details
Initials Date
Client
conceal gap between cladding on ridge of roof. 2 - Waterproof treated cladding screwed onto timber battens along length of building
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4 - Rubber waterproofing membrane (1.20mm thick) to help prevent weather damage to structural rafters and other roof elements.
VILLAGE HALL CLUMBER PARK
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PROPOSED EXTERNAL ISOMETRIC DRAWING REFLECT Scale
APR'20 1:150@A3 LF Project No.
Drawing No.
Revision
010
N/A
rafters to support roof structure and create hard surface for outer layers of roof. 6 - Cellulose fibre insulation (220mm thick) packed between structural rafters in order to aid temperature control within the structure. 7 - Structural rafters (100x47mm) bolted to wall plate and bolted to
Drawn By
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5 - OSB (Oriented Strand Board) (15mm thick) nailed to structural
PRODUCED BY AN AUTODESK STUDENT VERSION
Project Type
Date
OSB to act as fixings for external timber cladding.
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Project
Drawing Title
3 - Timber battens (treated) (50x50mm) to be screwed onto layer of
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ridge beam with heavy duty metal strap ties to form main structural
This drawing is the property of Lara Fowler. Copyright is reserved by them and the drawing is issued on the condition that it is not copied either wholly or in part without the prior consent in writing of Lara Fowler. All dimensions are to be checked on site prior to the commencement of any work or shop drawings. This drawing is to be read in conjunction with other drawings and specifications where existing.
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PRODUCED BY AN AUTODESK STUDENT VERSION
support for roof. The main weight is to be supported by the blockwork in the structural walls. Ridge beam is held in place by being fixed to end double leaf wall.
8 - Polythene sheeting DPM (Damp Proof Membrane) (0.25mm thick) laid on top of plasterboard to help shield structure from harmful impact of moisture. Helping to prevent occurrence of mould and fungi on interior walls.
9 - Gypsum plasterboard (12.5mm thick) screwed onto underside DETAIL B
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of structural rafters and to create solid ceiling base for plaster or potential cladding dependent on specification of finished ceiling appearance to be confirmed.
10 - Plaster (12mmVERSION single layer) PRODUCED BY AN AUTODESK STUDENT
applied to plasterboard to create
finished look on visible ceiling. Finish to be specified later in Major Studio Project drawings. DETAIL C
11- Non-structural timber frame to be exposed and to sit below structural roof elements.
12 - Wall plate (100x25mm) bolted to structural blockwork to accommodate wooden rafter frame.
13 - Structural steel frame (three within structural walls and roof, indicated in figure 5) bolted to concrete foundation, in place to act
DETAIL A
LAYER PEEL-BACK ISOMETRIC DRAWING SCALE 1:60 - By Author
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
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PRODUCED BY AN AUTODESK STUDENT VERSION
as primary support for ridge beam supporting main weight of roof structure. Steel columns sit within double leaf blockwork/brickwork in order to be concealed within roof. Steel frame connected with apex bracket with pocket to allow connection of ridge beam, and knee brackets (haunches) to connect to columns. 14 - Double glazed entrance door consisting of an aluminium frame coated with matt black finish. Existing brickwork to be demolished to expand door opening as indicated in Figure 1. Door frame to sit within brickwork, back from external facade of wood panelling. Rev. Revision Details
Initials D
Client
Figure 5. Indicating steel frame positioning. By Author Project
VILLAGE HALL CLUMBER PARK Drawing Title
PROPOSED EXTERNA ISOMETRIC DRAWING Project Type
PROPOSED SECTIONAL DRAWING
LAYER PEEL-BACK ISOMETRIC DRAWING SCALE 1:60 By Author
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conceal gap between cladding on ridge of roof.
PRODUCED BY AN AUTODESK STUDENT VERSION
1 - Aluminium ridge capping bolted onto exterior roof cladding to
2 - Waterproof treated cladding screwed onto timber battens along length of building
3 - Timber battens (treated) (50x50mm) to be screwed onto layer of 5
OSB to act as fixings for external timber cladding.
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4 - Rubber waterproofing membrane (1.20mm thick) to help prevent
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weather damage to structural rafters and other roof elements. 5 - OSB (Oriented Strand Board) (15mm thick) nailed to structural
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rafters to support roof structure and create hard surface for outer layers of roof.
6 - Cellulose fibre insulation (220mm thick) packed between struc-
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7 - Structural rafters (100x47mm) bolted to wall plate and bolted to ridge beam with heavy duty metal strap ties to form main structural support for roof. The main weight is to be supported by the blockwork in the structural walls. Ridge beam is held in place by being 19 20
fixed to end double leaf wall. 8 - Polythene sheeting DPM (Damp Proof Membrane) (0.25mm thick) laid on top of plasterboard to help shield structure from harmful impact of moisture. Helping to prevent occurrence of mould and fungi on interior walls. 9 - Gypsum plasterboard (12.5mm thick) screwed onto underside of structural rafters and to create solid ceiling base for plaster or potential cladding dependent on specification of finished ceiling appearance to be confirmed. 10 - Plaster (12mm single layer) applied to plasterboard to create
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Studio Project drawings.
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11- Non-structural timber frame to be exposed and to sit below
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finished look on visible ceiling. Finish to be specified later in Major
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structural roof elements. 12 - Wall plate (100x25mm) bolted to structural blockwork to accommodate wooden rafter frame. 13 - Structural steel frame (three within structural walls and roof,
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PRODUCED BY AN AUTODESK STUDENT VERSION 11
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indicated in figure 5) bolted to concrete foundation, in place to act as primary support for ridge beam supporting main weight of roof structure. Steel columns sit within double leaf blockwork/brickwork in order to be concealed within roof. Steel frame connected with apex bracket with pocket to allow connection of ridge beam, and
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knee brackets (haunches) to connect to columns. 14 - Double glazed entrance door consisting of an aluminium frame 24
coated with matt black finish. Existing brickwork to be demolished to expand door opening as indicated in Figure 1. Door frame to sit
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within brickwork, back from external facade of wood panelling.
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DETAIL OF EXISTING-NEW FLOORING STRUCTURE SCALE 1:10 / By Author
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RODUCED BY AN AUTODESK STUDENT VERSION
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PRODUCED BY AN AUTODESK STUDENT VERSION
tural rafters in order to aid temperature control within the structure.
Thank you for taking the time to look at my work, Lara Fowler
