‘Contours through the ages’
Dominic Cain Architectural Assistant
Architecture Portfolio A Collection of Design & Creative Works
Chapters: A synopsis of architecture academic & professional work interwoven within the sections below:
CV - Topography of Experience - A Synopsis
01
02
- The ‘Light Micro Factory’ - Year 3 Academic Work
- The ‘Handwoven Labyrinth’ - A Handcrafted Textile Colony
- Metroscape Co-Habitation - Dynamic Living Modular Adaptability - Year 2 Academic Work
- Costa Rica, Bribri Primary School - A technical design study - Web of Solace - Library Pavilion Concept
03
04
- Year 1 Academic Work
- Professional Work
- Urban Youth Studio
- Private Freelance Work (Ex Measured Survey Drawings) - Technical Construction Drawing
Dominic Cain
Address: - Yew Tree House, 4 The Old Stables, East Langton, Market Harborough Leicestershire, LE16 7SB
Architectural Assistant Dynamic Architectural Assistant with extensive knowledge and over 5 years professional experience of conceptual and technical drawing ability and a successful background in working on impressive residential, commercial and industrial projects. Highly skilled in architectural conceptual designs to follow through all RIBA Plan of Work stages from 2D design & 3D concept to completion. Has immense passion for high quality drawings to meet demanding deadlines. Adding value & clear communication to meet clients expectations.
Please Contact: +44 7512824640 dom.cain97@live.co.uk dominic_cain1
TOPOGRAPHY OF EXPERIENCE : A SYNOPSIS
Inception Church Langton Primary School
Freelance Designer - measured surveys & created fee proposal for client + pr extension options.
Su mm er
3rd Year
ONTO
Eydon
Leicester
SPACES (Destinations Lived, Studied & Worked)
- Achieving student of the Year 2016 alongside professional work. - Delivered creative & technical insight into Matt Hampson ‘Get Busy Living Rehabilitation Centre’. - Assisted on technical drawings for luxury traditional style mansion in Brixworth. - Assisted on planning & construction drawings for extension & internal refurbishment of Newark Rugby Club.
Decent
Sketchup
Hand Models
Lumion
AutoCAD
Professional Core Skills
Hobbies
Aim to achieve innovative, clear & instructive drawing style.
Proffesional Exposure
Client meetings & site vists
Measured Surveys
Master Planning
Visualisation
Specifications
Decent
Roles & Responsibilities: - Provided architectural and technical assistance, & collaboration with developers, engineers & planning consultants to comply with regulations. - Created 3D residential models for developments to support planning application & for potential investors to buy off plan.
References: Available upon request.
Responsibilities
Visit my Professional Profile:
https://www.linkdin.com/in/dominic-cain-9a8a78150/
Journey to be continued...
Technical Design
Employment history - enhancing professional skillset
Establishing new software skills
Rugby 10 years played.
Planning Dwgs
(Summer Employment) Sales Assistant - July to October 2020 (Developing client interaction).
ym en t
CAD & ABOBE Softwares + Model Making
Classic Car Shows.
Golf
Concept Sketches
plo
Sketching
Travelling
Hobbies
Feasibility Studies
Em
Illustrator
Career Achievements:
GATES GARDEN CENTRE
Part 2 MArch (Masters) Architecture Degree
BA (Hons) degree studying
Market Harborough
East Langton
PRIVATE WORK
DMU year 2 Paris study trip
To Graduate
Tennis played at Leicestershire Lawn Tennis Club.
ROGER COY PARTNERSHIP (Summer Employment) Architectural Assistant - July to October 2019
Cold Overton
2nd Year
(Current)
2021
Formalisation of technical & architectural knowledge
Winchester Rd Leicester
1st Year
1st year - studying at DMU & working in practice.
Personal & professional expereience relating to the built environment.
= Professional employment route
DE MONTFORT UNIVERSITY Leicester School of Architecture - Part 1 (Hons) DMU year 1 Rome study trip
2019
2020
= Education route
Graph to depict this.
LEICESTER COLLEGE (Apprenticeship with Corporate) ONC & NVQ L3 Technical Diploma - (Distinction) HND & NVQ L5 Technical Diploma - (Distinction)
Photoshop
2018
= Destination/ event completed = Completed time extent
Paris
TIME 2017
= Academic trips
CORPORATE ARCHITECTURE Architectural Assistant - June 2014 to July 2019
Profile & Address
Legend: = Career begins
Start of Architecture Career.
Full time professional employment
2016
Apprenticeship Scheme
2014 2015
Kibworth High School Years 7 - 8
Uppingham Community College Years 9 - 11 - (10 GCSE’s)
2011
Revit
2008
Rome
‘Contours through the ages’
2003
V-ray
1997
Chapters Professional Profile:
App Code - See online Portfolio Future ambitions: Become qualified RIBA Architect & keen interest in business.
PRODUCED BY AN AUTODESK STUDENT VERSION
A0@ 1:20, 1:50 & 1:200 ARCH3054 - Technology & Environmental Studies DOMINIC CAIN
THE LIGHT MICRO FACTORY
P NUMBER : P2408633 Sheet No. 207A
AFFORDABLE OPERATING POD DESIGN ‘FOR THE MANY’ Richard III Road, Leicester A portable self powering micro pod The Light Micro Factory concept incorporates work and residential units connected together which can be self sufficient & provide passive energy for the occupant off grid. These transportable environmentally friendly, light weight construction mobile units can be easily placed in all areas and simply connect together to form a moving, living and working community as a cluster of units providing a central meeting place as a future village model. The design tackles the surge towards the underground dark economy & factories that operate, paying extremely low wages for as little as £3 per hour for workers. This concept aims to provide sufficient, usable space & facilites for factory workers, so that a machinist might perform their roles without risks of poor conditions, or old technology alongside long hours. There is suitable space for an arts & crafts desk & workshop which links to the kitchen & living quarters efficently, with easy access to open bi-fold doors with balconies that wrap round the rear elevation, to provide a means of escape from work, enjoying time to socialise and relax. It also incorporates light, spacious 1F mezzanine bedroom layout with desk, storage & wardrobe facilities. The design further offers the key movement of freedom & support for all workers to have a more balanced healthy lifestyle and being able to work during their own hours. The layout incorporates its own smart renewable energy methods & technologies such as mounted roof solar panels, under storage rainwater collection tanks feeding from the roof gutters and a wind turbine, to help reduce cost of living to a mininum, concealed sufficiently underneath the suspended floor deck.
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
Proposed 3D Visual 1
Proposed 3D Visual 2
Existing trees rees to ed. be retained.
108 B
107 A
1
. rimeter reen Pe een Sc New Gr
3
2 6600 3300
Reduce & retain existing entrance & exit point. (Pedestrian Access only).
Step Up
3300
HA
RIC RD
6.8m² (Approx)
Step Up
III
A
2500
AD
73 494
RO
10.8m² (Approx)
3.7m² (Approx)
Existing trees to be retained.
Step Up
2800
109 C
Existing trees to be retained.
7800
109 C
ter. me Peri en Scre en Gre ting Exis
5600
B
Work Unit 2
Existing trees to be removed.
3.7m² (Approx) 15m² (Approx)
OLD
5600
C RWP
2.6m² (Approx)
ER
Step Up
RIV
2500
3300 Work Unit 1
1.7m² (Approx)
SOA
D RWP 3600
eter. erim en P Scre reen ed G s o p 6 Pro 960
R
Cycle Rack
108 B
3
107 A
Ex Existing trees to be retained.
Proposed trees to be added along southern perimeter to form a green screen. To reduce noise & air pollution to units.
1
1:20 Scale Bar. Units: Metres
Proposed Ground Floor Plan 1:50 2
0
1
1:50 Scale Bar.
2
3
Units: Metres
PRODUCED BY AN AUTODESK STUDENT VERSION
Proposed Exploded Diagram 1:20 0
4
Proposed Master Site Plan 1:200 5
6
7
0
5
10
1:200 Scale Bar. Units: Metres
15
20
25
PRODUCED BY AN AUTODESK STUDENT VERSION
THE LIGHT MICRO FACTORY
External Quartz - zinc roof standing seam finish 25 th. Plywood support deck
Solar photovoltaic panels installed on sloped roof.
25mm ventilation gap
AFFORDABLE OPERATING POD DESIGN ‘FOR THE MANY’
50 x 25mm treated horizontal s.w. battens
Richard III Road, Leicester
VMZinc membrane
Boiler tank. External Quartz - zinc roof standing seam finish 25 th. Plywood support deck VMZinc membrane
142mm SIP's panel fixed to finished s.w. packers coached screwed to top of timber purlin for additional support.
25mm ventilation gap 50 x 25mm treated horizontal s.w. battens 142mm SIP's panel fixed to finished s.w. packers coached screwed to top of timber purlin for additional support. 'Typvec Supro' breathable membrane
'Typvec Supro' breathable membrane
Gutter to connect to downpipe to flow into rainwater collection
50 x 22mm th. ThermoWood heavy Ash Hardwood battens
Perimeter roof truss
50 x 50 s.w. horizontal counter battens
Ash battens to align with vertical cladding finish to external walls.
50 x 50 s.w. vertical battens Moisture membrane barrier
50 x 22mm th. ThermoWood heavy Ash Hardwood battens
Vapour membrane barrier "Fixfast" UVI 20 u.v resistant facade membrane lapped
50 x 50 s.w. horizontal counter battens
142mm o/all thickness SIP's panel
50 x 50 s.w. vertical battens
38 x 25mm treated s.w. service battens & 12.5mm plaster board with 3mm skim finish.
Moisture membrane barrier
A
Sieger Lux aluminum bi-fold doors
B
2500
C
2800
Vapour membrane barrier
D
2500
"Fixfast" UVI 20 u.v resistant facade membrane lapped 142mm o/all thickness SIP's panel 38 x 25mm treated s.w. service battens & 12.5mm plaster board with 3mm skim finish.
Proposed Eaves Detail 1 1:10 0
200
400
600
800
Proposed Eaves Detail 2 1:10 1000
1200
1400
1:10 Scale Bar. Units: Millimetres Main Roof Line
393
780
6968
6217
Level 2 FCL
402
6550
d 17
° roo
f for
rainw
ater
colle
ction
17°
3068
Slope
D
R
O
O
M
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
1605
E
1000
2300
B
D O U B L E H E I G H T O P E N R O O F V O I D
R
K
U
N
I
T
S
T
U
D
Y
300
500
70 °
1000
W O R K S H O P )
3600
5205
O
( C R A F T S
2100
2400
W
3900 Level 1 FCL
2200
600
6968
2800
Downpipe to connect to tank
300
Level 2 (Mezzanine) FFL
Level 1 FFL 1200
203 x 102 x 23 steel beam grid
900
Foul Water Tank
Electric Battery
700
900
Rainwater Collection Tank
200
Lower Level 1 FFL
Level 0 GFL 0
1200
1250
2500
1250
6729 9229
"Fixfast" UVI 20 u.v resistant facade membrane lapped 142mm o/all thickness SIP's panel 38 x 25mm treated s.w. service battens & 12.5mm plaster board with 3mm skim finish. 25mm perimeter insulation
50 x 22mm th. ThermoWood heavy Ash Hardwood battens 50 x 50 s.w. horizontal counter battens
Proposed ConstrucƟon SecƟon B-B 1:20
50 x 50 s.w. vertical battens
0
Base Plate
Vapour membrane barrier
14mm th. rustic oak flooring system 97 x 47mm engineered easi joists. 304mm depth & 400mm c/c.
Thermally broken aluminium window. Polyester powder coat finish
Moisture membrane barrier
1
2
Sole Plate
1:20 Scale Bar. Units: Metres
Isover Spacesaver Ready-Cut insulation in floor void.
14mm rustic oak flooring system
15mm Gyproc wallboard with 3mm skim finish.
75mm GA4075 floor insulation
50 x 22mm th. ThermoWood heavy Ash Hardwood battens
Insect mesh Visqueen damp proof membrane (DPM) lapped
50 x 50 s.w. horizontal counter battens
211mm CLT structural insulated floor deck
50 x 50 s.w. vertical battens Moisture membrane barrier Vapour membrane barrier
Steel chassis grid system. 203 x 102 x 23 beams
"Fixfast" UVI 20 u.v resistant facade membrane lapped
Downpipe to connect to rainwater collection tank.
142mm o/all thickness SIP's panel
12 x 12 embedded steel plate welded to steel UC.
38 x 25mm treated s.w. service battens & 12.5mm plaster board with 3mm skim finish.
Electric battery mounted with steel chassis
Sieger Lux aluminum bi-fold doors
R20 central locking adjustable post base legs. Install concrete footing. Minimum 1m offset down from GFL.
A0@ 1:10 & 1:20 ARCH3054 - Technology & Environmental Studies DOMINIC CAIN P NUMBER : P2408633 Sheet No. 206A PRODUCED BY AN AUTODESK STUDENT VERSION
Proposed First Mezzanine Floor & Wall IntersecƟon Detail 1:10
Proposed Ground Floor & Wall IntersecƟon Detail 1:10
METROSCAPE CO-HABITATION DYNAMIC LIVING MODULAR ADAPTABILITY CONCEPT GRANBY STREET, LEICESTER
community under one roof, to enable ideas, socialising and work to conicide with one another. This building is designed in a steel frame structure moulded with limestone.
extends the indoor experience to the outside of the habitat. Metroscape is a review of contemporary expectations in terms of use and durability.
approach, with the general design idea and purpose to maximise the concept of live work units for young professionals. PRODUCED BY AN AUTODESK STUDENT VERSION
The traditional organisation of a building layout has been reversed. The circulation passages connecting to the apartments, usually placed at the heart of the building, have been moved to the facades, and are completely open to the public space. The building is thus completely open to its environment and inhabitants.
1
2
3
2500
4
4000
5
4000
6
4000
7
4000
8
4000
4000
9
4000
10
11
4000
4000
340c 335c 330c 325c 320c
+24.000 FFL (ROOF LEVEL)
315c
+23.700 FCL
Lifting beam: 2400KG SWL
295c
PRIVATE BALCONY
L I V I N G
A R E A
D I N I N G
A R E A
D R E S S I N G
R O O M
Lifting beam will be required - size and details and dimensions of shaft will be subject to selection of lift manufacturer.
U N I S E X
2400
2400
300c
C O M M U N A L
L A N D I N G
W C
R O O F
PENTHOUSES
2180
310c 305c
G A R D E N
290c 285c
+21.300 FFL (SEVENTH FLOOR) +21.000 FCL
280c 275c
10 7( PH )
2400
B
E
D
R
O
O
M
1
B
E
D
R
O
O
M
2
U
T
I
L
I
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Y
L O B B Y
B
A
T
H
R
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M
L O B B Y
B
E
D
R
O
O
M
1
U
T
I
L
I
T
Y
B
E
D
R
O
O
M
2
2400
B
E
D
R
O
O
M
1
B
E
D
R
O
O
M
2
U
T
I
L
I
T
Y
L O B B Y
B
A
T
H
R
O
O
M
L O B B Y
B
E
D
R
O
O
M
1
U
T
I
L
I
T
Y
B
E
D
R
O
O
M
2
2400
265c 260c
B
E
D
R
O
O
M
1
B
E
D
R
O
O
M
2
U
T
I
L
I
T
Y
L O B B Y
B
A
T
H
R
O
O
M
L O B B Y
B
E
D
R
O
O
M
1
U
T
I
L
I
T
Y
B
E
D
R
O
O
M
2
2400
270c
B
E
D
R
O
O
M
1
B
E
D
R
O
O
M
2
U
T
I
L
I
T
Y
L O B B Y
B
A
T
H
R
O
O
M
U
T
I
L
I
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Y
B
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D
R
O
O
M
2
U
T
I
L
I
T
Y
B
E
D
R
O
O
M
2
0
5
255c
He igh
t Gla ed z
Arch
BY
ST
D
180c +13.200 FFL (FOURTH FLOOR)
175c
+12.900 FCL
160c 155c
24000
170c 165c
L O B B Y
150c
L I F T S H A F T
145c 140c
+10.500 FFL (THIRD FLOOR) +10.200 FCL
135c 130c 125c 120c 115c
B
E
D
R
O
O
M
1
B
E
D
R
O
O
M
2
U
T
I
L
I
T
Y
O
F
F
L O B B Y
B
A
T
H
R
O
O
M
L O B B Y
110c 105c 100c 95c 90c 85c 80c
ET
E
I
C
E
0
1
S E R V E R
R O O M
75c 70c 65c 60c
B
E
D
R
O
O
M
1
+7.800 FFL (SECOND FLOOR) +7.500 FCL
L A N D I N G
O
F
F
I
C
E
+5.100 FFL (FIRST FLOOR) +4.800 FCL
55c
RETAIL & RESTAURANTS
(PH)
+15.600 FCL
200c
190c 185c
RE
Scr een
+15.900 FFL (FIFTH FLOOR)
205c
195c
24675mm Lift FFL to U/S Beam
C Full
10 2
AN
215c 210c
2400
109
GR
B
225c 220c
OFFICES
The Last Plantagenet
+18.300 FCL
235c 230c
APARTMENTS
A
+18.600 FFL (SIXTH FLOOR)
245c 240c
2400
10 0
PRODUCED BY AN AUTODESK STUDENT VERSION
250c
50c 45c
30c
Up pe
r Me
zza
35c
g kin Rac
t Gla ed z
nt m²
king
(Ap
FO
Arch
Scr een
m²
(Ap
pro
pprox)
49. 6m ² (Ap pro x)
26
Full
07 08
01
02
igh
1500mm r turning
1050
D
28500
12 7 2
02
UP
05
m²
2m
19
(Ap pro x)
18
08
² (A pp
rox)
FO
doors
17
3
09 16
13
8.9 m² (Ap
SVP
15
12
14
5m ² (A pp
Slid
ing
She
do
een
ors ng
rs doo
lvin
g 1.7 m²
Arc
h Scr
Slidi
prox )
FO
rox) 6.3
m²
4
(Ap rpox)
40 00
Rac king
)
Clie
53. 1m
² (Ap
nt
pro
growing medium type to be
Proposed Construction Section A-A
(Ap pro )x
Clie nt
Full
I
06
Sliding
x)
een
03
04
circle.
s WC
11
² (Ap prox
O
1 ze d Scr
05
40 00
ces
pro x)
10
7.4m
V
2180
24 17
4.5m ² (Ap
t Gla
06
01
03
14
07
p rox)
I
00
15 84
13
164
igh t Gla zed
He
04
Minimum diamete
pro
D
She lvin g
12
I
H
UP 11
O
(120 00 ) 40 00
² (A
+0.000 FFL (DPC LEVEL) V
FO
Ac
He
de
FO
x)
²(App rox)
FO
(Ap
ca
FO
SVP
68.9 m²
Fa
SVP
FO 5.7
² (Ap
Retained existing wall.
0c
G
FO
² (Ap prox )
2.1m
62. 7m
N
FO
1.5m
05 06
El Sub Sta
E
pro x)
FO
07
10
D
25 00
Rac king Clie nt
01
R
7.8
FO
UP
03
Clie
Rac
08 09
A
rox)
nt
² (Ap prox)
04
5.4m ² (App rox)
G
FO
02
prox )
Rac king
(Ap
nt
11 wh 00lL ee bin lie
tain ed
FO (App
Racki ng
Clie 3.2m
C A F E T E R I A
13 3
0
5m
2.5m
7.5m
10m
Green roof drainage layer
1:200
PRODUCED BY AN AUTODESK STUDENT VERSION
12.2 m²
Clie nt
11 wh 00lL ee bin lie
A R E A /
5c
010 A
Re
He igh
Clie 5.4m
11.2 m²
11 wh 00lL ee bin lie
C O M M U N A L
20c
Exist
Zon e
011 B
R E S I D E N T S
10c x)
Full
31 61
R E S T A U R A N T
15c pro
ing
De live ry
E N T R A N C E
25c
F 80. 9m ² (Ap
4800
nin e De ck
40c
26 90 0
Rac
Green roof moisture protection matt. Sedum / Planting layer plug or matt
x)
king
5
Eaves Drainage Trim
52 73 011 B
SVP
51.
8m
52. 6m
Perimeter ballast margin, 20-40mm diameter pebbles over drainage crate
(Ap pro x)
² (Ap pro x)
6
FO (Ap pro )x
Overlap FDT Rhenofol over plywood framed intergral guttering.
² (Ap
pro x)
He igh
t Gla zed
Arc
h Scr
een
7.4 m²
.2m²
38 80 0
108
Full
7
27 07
8
Lo
we
Retain
ed
existin g pe
rim
ete r wa ll.
30
rg am rou en nd ity ou are tdo or a
9
90
0
10
010 A
11
Reta ined
existing
perime
ter wal
l.
NOTE Standard Installation, increase to 25mm ply where large/heavier and items are to be consult Architect for alternative heights or frame Where used for protection, construction provides in excess of 30mins Fire Resistance to BSEN 1364 Maximum height 2400mm
15mm Wallboard Plasterboard 8kg/m² with tapered edges, joints for taped and ready for decoration 18mm WBP plywood studs.
to
British Gypsum or similar 70mm 'C' studs at 600mm centres with head and base 'U' track to structure at 600mm centres. 100mm painted.
softwood
skirting,
100mm Kingspan Torlock PSA 26mm thick raised access board to steel encased be installed by specialist sub contractor.
Proposed Upper Floor Deck Detail 0
250mm
500mm
750mm
1m
1:20
PRODUCED BY AN AUTODESK STUDENT VERSION
ARCH 2051 - 2019/20: Studio 4, Group 5, Russell Vernum Modular Adaptability Dominic Cain P2408633
1:20
METROESCAPE CO-HABITATION
A
B
C
D
E
010 A
F
G
H
I
26900 4000
2600
Existing Retained Facade (12000)
2
4000
DYNAMIC LIVING MODULAR ADAPTABILITY CONCEPT
2500
109
1
127 3
1584
2417
GRANBY STREET, LEICESTER
4000
4
01
UP
02
03
19 18
04 17
5
05 16
06 15 07 14
011 B
08
B
13
09 10
11
The Metroscape Co-habitation scheme proposed site is located in Granby Street, Leicester, is located next to Dover Street which is temporaily occupied by the existing structure and the kebab shop and overlooks onto Northampton Street to the front and to the rear, onto a large muti- used car park, which oversees Calais Street & Calais Hill. Also, the street is close to the railways station. The site footprint is 1100 sq m.
12
38800
6
7
8
spaces. 9
Each apartment module type includes its own balcony, which incorporates two types for the apartments and penthouses, and wraps around the building, occupied by hanging planters for occupants to 10
Leicester City. 11
Retained
existing perimeter
wall.
010 A
30900
PRODUCED BY AN AUTODESK STUDENT VERSION 010 A
A
26900 4000
A
2600
B
C
D
E
010 A
F
G
4000
06
05 04
2500
127
03
2.6m² (Approx)
H
CM
12m² (Approx)
16.5m² (Approx)
TV Screen
07
1
SVP
FO
109
2500
28.7m² (Approx)
2600
Existing Retained Facade (12000)
EPH
109
Full Height Glazed Screen
08
MFA
S 9.3m² (Approx)
12m² (Approx)
4000
80.3m² (Approx)
4000
02 01
127 2
25.5m² (Approx)
FF
UP
I
H
26900
Existing Retained Facade (12000)
EPH 12m² (Approx)
SVP
93m² (Approx)
H CM 12.9m² (Approx) 28.4m² (Approx) S
3
FO
SVP
88.1m² (Approx)
H
Shelving
FO
FO
FO
7.4m² (Approx)
12.7m² (Approx)
EPH
WM
S
4.9m² (Approx)
4.2m² (Approx)
FO FO
SVP
SVP
FO
SVP
7.4m² (Approx)
FO FO
FO
MFA
S
1584
S
TD
Boot & Cloak Rack
WM
7.8m² (Approx) 15.7m² (Approx)
Boot & Cloak Rack
1584
CM
67.7m² (Approx)
9.3m² (Approx) FF
TD
FO
72.1m² (Approx)
FF
4.2m² (Approx)
SVP
FO
2417
2417
TV Screen
10.7m² (Approx)
MFA
FO
FO
SVP
4
FO
20
FO
UP
WM
FO
TD
5m² (Approx)
13m² (Approx)
6.2m² (Approx) FO FO
21
19
Access WC
02
17
Shelving
14 13
Shelving
1.6m² (Approx) 08
10
09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
11
61.5m² (Approx)
7.7m² (Approx)
FO FO
Boot & Cloak Rack
15 07 76.8m² (Approx)
011 B
12
5
2.9m² (Approx)
SVP
06
011 B
Glazed Screen
FO
16
UP
07
09
5m² (Approx)
17 05
06 05 04 03 02 01
07
FO
04
FO
15
FO
18
S
FO
06
08
14.2m² (Approx)
19
Boot & Cloak Rack
FO
16
UP
05 07
011 B
5m² (Approx)
05
29 28 27 26 25
03 04
SVP
FO
UP
22
4.1m² (Approx)
04
06
FO
20 21
FO
18
Minimum 1500mm diameter turning circle.
1.5m² (Approx)
10.2m² (Approx)
SVP
13.2m² (Approx)
22
4.9m² (Approx)
Shelving
4000
FO SVP
FO FO
4000
6.2m² (Approx)
14 08
Lorem ipsum
13.3m² (Approx) 08
13
09 10
09 10 11 12 13 14
11
011 B
2.8m² (Approx) S
H
12
9.2m² (Approx) FO
FO
FO
FO
16.1m² (Approx)
SVP
FO
FO
SVP
WM 3.4m² (Approx)
Shelving
MFA
3.4m² (Approx)
FO
66.2m² (Approx)
SVP WM Boot & Cloak Rack
FO
FF TD
4.1m² (Approx)
3.9m² (Approx) S
FO
4.1m² (Approx)
62m² (Approx)
6
SVP
7.5m² (Approx)
FO
38800
38800
TD
SVP
S 14.3m² (Approx)
FO
Shelving
FO
Breakfast Bar
11.2m² (Approx)
SVP 3.6m² (Approx) S
Boot & Cloak Rack
Boot & Cloak Rack
68.2m² (Approx)
3.6m² (Approx)
SVP
WM
TD
6.5m² (Approx)
FO
63.2m² (Approx)
3.4m² (Approx)
FO
MFA SVP
CM TD
7.9m² (Approx)
SVP
WM
3.5m² (Approx)
7
76.8m² (Approx)
19.5m² (Approx)
CM TV Screen
Shelving
H
S
3.4m² (Approx)
FO EPH
CM EPH
FF
H
Shelving
S
23.4m² (Approx) FO
S
18.1m² (Approx)
FF
14.6m² (Approx) 7.6m² (Approx) MFA
3.4m² (Approx)
7.4m² (Approx) FO
FO
134.2m² (Approx)
SVP
FO
6.2m² (Approx)
14.4m² (Approx)
EPH
14.6m² (Approx)
FF
8
SVP
H 7.4m² (Approx) 7.6m² (Approx)
MFA
FO
71.6m² (Approx)
12.5m² (Approx)
TV Screen
115.2m² (Approx)
CM
9
32.5m² (Approx) S
10
7.7m² (Approx)
11
existi Retained
eter wall. ng perim
existi Retained
eter wall.
ng perim
010 A
010 A
30900
30900
Curtain Wall Restaurant Extract Layout: Curtain walling by specialist manufacturer, max 'U' value 1.4 W/m²K.
Non-vision glazing to be 6mm clear toughened outer pane, 16mm air filled cavity, 6mm clear toughened with ceramic backed inner, infill with 50mm thick Celotex CG5000 foil backed insulation to rear New 2000mm dia spiral staircase by specialist manufacturer. 55mm contrasting nosing to be provided to all steps in accordance with AD K.
V
O
I
New Floor Construction: 75mm sand and cement screed on 500 gauge vapour control layer (25mm insulation upstand to perimeter of screed) on 75mm Celotex GA4000 rigid insulation on 1200 gauge DPM (DPM lapped up inside face of external wall and under DPC) on 150mm deep beam and block floor by specialist flooring manufacturer. Maintian min 150mm deep ventilated void beneath floor. Max 'U' value 0.22 W/m²K.
ARCH 2051 - 2019/20: Studio 4, Group 5, Russell Vernum Modular Adaptability Dominic Cain P2408633
D
Costa Rica, Bribri Primary School A technical design study
Metal corrugated roof sheet panels used due to the following benefits: - It's quiet and eliminates water build up. The panels are suitable built on a slope to help water run downwards and away from the school. - Long lasting. - Tough yet lightweight. - Can Cope with adverse weather conditions. - Will not rot or degrade. __ _ _ _ _ _ _ _ _ ________ __ _ __ Solar Panels s �to�s�u�ppl� �y�s�ola � r� �ir�ri�g�at�ion � :'.__ _________ _ _ to orchard. ..:.
Metal corrugated roof sheet panels Skylight roof panel. Gutter to connect to downpipe to flow into rainwater collection tank to be used for drinking water and supplying the solar pond and solar pump.
______ _..
� 1m overhang to protect from the high concentrated ultraviolet lightrays from the sun and heavy cross rain and wind flow.
___ _
Skylight within roof to allow natural sunlight through structure and into classrooms to maintain good human comfort levels. - - - --
S/w 50 x 25mm roof batterns at 600mm c/c to sit on truss frame. Timber tensile bracing to support roof overhang connected to floor deck. Support bracing to secure roof, preventing from lifting off during high wind flow in hurricanes.
Main roof truss framework.- - - -Roof trusses at 1200mm c/c to sit on 100 x 50mm wall plate.
Ceiling joist layout @ 600c/c with central trimmer. -- - - - - - --
Vertical perimeter glass panel connected to roof and wall plate to prevent cross rain entering classrooms.
Diagonal timber joist bracing (50 x 150mm) to enhance horizontal rigidity.
--- - Open timber joists throughout structure, to allow efficient constant ventilation air flow through the roof structure and into the classrooms, allowing humidity to pass through.
Wall plate to sit on universal beam (203 x 102 x 23) connected to horizontal steel grid joists connected to external posts. ---Steel beam grid system in line with external main posts to transmit the dead and live loads to the foundation footings.
��---
Bamboo shuttered lourved doors and windows connected to beam and post structure and to allow efficent ventilation and humidity to pass through the classrooms and connected to post/ beams.- - - - - -- -- - Post & beam structure.- - - - - -
----------
- Main wall plate perimeter beam. 203 x 102 x 23 steel beam grid layout to connect to external post to follow the traditional post and beam technology.
- -- --
- ---------
_,,,.,---- Bamboo shuttered lourved doors and windows.
---
Post & beam central framework (Skeleton shell of building).
----
Main entrance timber staircase. Timber stair treads and stringer with 1m high glass balustrades and 50mm diameter ironmongey. 8 steps of 250mm tread b 150mm rise.- - - - - - -::;;;a,
-=--c....::�����---
....-.....---..
50 x 150mm timber joi central trimmer. 203 x 1 02 x 23 steel b ◄Underground pipewor the school & irrigation
1200mm high concret out in an evenly space site to transfer and diff loads into the ground.
Concrete stilts used due to the following benefits: - Elevated view - Stability - suitable for building on unstable strata. - Protection - elevated platform prevents risk from flooding caused by storms or hurricanes. - Ventilation - cool air is allowed to circulate beneath the school, which can help in keeping the building cooler.- - - - - - - - - - - ---
G) Exploded Diagram 1
Pump cylinder to connect from solar pond, rainwater and main water tanks to school facilities. _______ -
____ Rainwater Collection Water Tank.
=--- -- -- - - -- -
22mm timber floor deck finish to sit on 50 x 150mm timber joists, secured onto 203 x 102 x 23 steel beam grid layout. Timber finish perimeter boarding to cover floor deck steels around building.
Tank 1 = Water storage tank supplied from fresh rainwater collection source and village mains supply. It is used to supply drinking water and irrigation system to �orchard. Solar pond which can provide a built-in thermal energy storage. 200 x 200mm concrete stilts with central steel column core to be connected to 450 x 450mm concrete pad foundation footings. Footings to be 1m low offset from GFL.
Costa Rica, Bribri Primary School A technical design study
1 111 1 110
Metal corrugated roof sheet panels used due to the following benefits: - It's quiet and eliminates water build up. The panels are suitable built on a slope to help water run downwards and away from the school. - Long lasting. - Tough yet lightweight. - Can Cope with adverse weather conditions. - Will not rot or degrade.
Roof trusses at 1200mm c/c to sit on 100 x 50mm wall plate.
Vertical perimeter glass panel connected to roof and wall plate to prevent cross rain entering classrooms. 1 121
Solar Panels to supply solar irrigation to orchard.
Metal corrugated roof sheet panels
Main roof truss framework Level 3 5735
Skylight within roof to allow natural sunlight through structure and into classrooms to maintain good human comfort levels.
Truss bracing Level 2 3900
22mm timber floor deck finish to sit on 150mm timber joists, secured onto 203 x 102 x 23 steel beam grid layout.
Bamboo shuttered lourved doors and windows connected to beam and post structure and to allow efficent ventilation and humidity to pass through the classrooms and connected to post/ beams. Timber stair treads and stringer with 1m high glass balustrades and 50mm diameter ironmongey. 8 steps of 250mm tread by 150mm rise.
Timber finish perimeter boarding to cover floor deck steels around building. Roadway
Tank 1 = Water storage tank supplied from fresh rainwater collection source and village mains supply. It is used to supply drinking water and irrigation system to orchard.
1
South West Elevation (Side) - Dependent 1 1 : 50
1200
Level 0 GFL 0
Pumping cylinder.
1200mm high concrete stilts columns laid out in an evenly spaced out grid system on site to transfer and diffuse the dead and live loads into the ground. Electric generator/ transformer to convert kinetic energy from the wind turbine and solar panels to electricity to the school facilties.
Level 1 FFL
Dual pumping cylinders to connect from solar pond, rainwater and main water tanks to school facilities. Main dual sewage tank to connect to school wc's and dispose through series of foul outlet pipework away from the site.
Solar pond.
Concrete stilts used due to the following benefits: - Elevated view - Stability - suitable for building on unstable strata. - Protection - elevated platform prevents risk from flooding caused by storms or hurricanes. - Ventilation - cool air is allowed to circulate beneath the school, which can help in keeping the building cooler. 200 x 200mm concrete stilts with central steel column core to be connected to 450 x 450mm concrete pad foundation footings. Footings to be 1m low offset from GFL.
Tank 2 - Solar pump tank connected to solar panels to heat water.
Rainwater Collection Water Tank.
Underground pipework system to supply the school & irrigation system efficiently.
PRODUCED BY AN AUTODESK STUDENT VERSION
Rear garden gate exit.
Rear garden gate exit.
1.5m existing perimeter brick wall.
1.5m existing perimeter brick wall. Existing hedge line
Existing hedge line
Mono pitch slope
U/s of gutter = 1950
U/s of gutter = 1950 Ridge Line
Eaves Line
Existing outbuildings.
Eaves Line
Existing outbuildings.
U/s of soffit = 1800
Ridge Line
Mono pitch slope
Existing hedge line
1.5m existing perimeter brick wall.
PRODUCED BY AN AUTODESK STUDENT VERSION
Existing bay window below.
Existing bay window below.
Existing flat canopy below.
20 21
Dining FLAT 7 Area
22 23 24 25 26
Landing balustrade Ht = 920mm. Floor thickness = 270 2FL to 2FCL = 2640
EXISTING ADJACENT PROPERTY
2440
Step Up 150mm
Landing 2640
U/s of purlin = 2350
Purlin Beam
Sloping Ceiling
19
Ex 1F to 2F staircase width = 830mm Treads = 13 Going = 220 Rise = 200
Sloping Ceiling
Sloping Ceiling
Existing skylight.
Existing bay window below.
14
16 17 18
Purlin size: Width = 100 Depth = 220
Kitchen Loft Hatch
Step Up 150mm
U/s of purlin = 2050
Ridge Line
U/s of purlin = 2250
2450 Purlin Beam
Bed Dormer Beam
FLAT 7
Sloping Ceiling
Sloping Ceiling
(Internal Layout Not Surveyed)
W = 1640 C = 580
Existing hedge line
2430
U/s of downstand = 2130
Living Area
Existing hedge line
15
Existing flat canopy below.
Top of lintel to floor = 1750
W = 820 C = 1000
Downstand beam = 700
Existing hedge line
Ridge Line
Existing Second Floor Plan 1:50
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Existing Roof Plan 1:50
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PRODUCED BY AN AUTODESK STUDENT VERSION
Existing hedge line
Private Freelance Work (Ex Measured Survey Drawings)
PRODUCED BY AN AUTODESK STUDENT VERSION
1.5m existing perimeter brick wall.
Existing hedge line
U/s of soffit = 1800
Private Freelance Work (Ex Measured Survey Drawings)
ȭ EXISTING ADJACENT PROPERTY
EXISTING PROPERTY
7.850 Second Floor FCL
5.400 Second Floor FFL
2.800 First Floor FFL
Existing hedge line Ex perimete perimeter per m brick wall.
0.000 Ground Floor FFL
PRODUCED BY AN AUTODESK STUDENT VERSION
Roadway
EXISTING PATHWAY
Existing North West (Front) Elevation 1:50
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ȭ
8QLWV 0HWUHV EXISTING PROPERTY
EXISTING ADJACENT PROPERTY
7.850 Second Floor FCL
5.400 Second Floor FFL
Outline of existing outbuildings.
2.800 First Floor FFL 1.5m existing perimeter brick wall.
Existing hedge line
Ex perimeter brick wall.
0.000 Ground Floor FFL Roadway
EXISTING PATHWAY
Existing South East (Rear) Elevation 1:50 PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
PRODUCED BY AN AUTODESK STUDENT VERSION
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