This portfolio consists of a small selection of architectural works undertaken by Raymond Oloo in the employ of atelier masōmī and FLUX architecture.

1. /
Portfolio of Architectural Works
Raymond Oloo
Thisportfolioconsistsofasmallselectionofarchitectural
works undertaken by Raymond Oloo in the employ of
atelier masōmī and FLUX architecture.
July 2022

2. Contents 01
Bio 02
Curriculum Vitae 03
Selected Projects 04
Portfolio Projects
The Making of an Artisans’ Valley 05
Venice, Italy
Hayyan Mall 13
Sharjah, United Arab Emirates
House Eden 27
Cape Town, South Africa
22 Chepstow Apartments 39
Cape Town, South Africa
/
Contents
01

3. 02
/
Bio
Raymond is a licensed architectural technologist,
designer and project manager born in Nairobi to
a civil engineer and a curio trader.
He immigrated to South Africa in 1996 where he
attended school at Westville Boys High. It is here
that he became fascinated with the subject of
art and design - Modernism with a capital M, Le
Corbusier and Adobe Photoshop. What a time.
Raymond obtained a bachelors degree in
Architecture from the University of Cape Town
and went on to lead design teams and overseen
construction of on numerous public, cultural,
residential, commercial, urban planning and
institutional projects and has since gone on to
work for a number of projects across Africa and
the middle east.
He believes that the most complicated design
problems can often be solved by simplifying
them into their purest essence.

4. LANGUAGES English, Swahili, Zulu, Luo, Afrikaans, French
SOFTWARE
SKILLS Autocad, Achicad, Adobe Suite, MS Office, Sketchup, Lumion, Twinmotion
EDUCATION
Bachelor of Architectural Studies (BAS)
University of Cape Town Dec 2011
Conference: UIA2014 - “Architecture Otherwhere” Dec 2014
Workshop: Energy Usage & Water Reticulation Calculations (SANS 10400XA) Jan 2013
Workshop: Office “Drawing” Practice Standards Jun 2012
EXPERIENCE
Jan 2020 - Present
atelier masōmī, Niamey Project Architect
Sep 2017 - Jan 2020
Urban Projects ZA, Durban Founder
Aug 2016 - Aug 2017
FLUX Architecture, Cape Town Senior Architectural Technologist
Feb 2015 - Aug 2016
Kaye & Kaye Associate Architects, Durban Architectural Technologist
Oct 2013 - Jan 2015
Phelisa Consulting Geotechnical Engineers, Durban Project Manager
Feb 2012 - Aug 2013
MG Architects & Project Managers, Durban Candidate Architectural Technologist
Jun 2009 - July 2009
ICA Architects & Urban Designers, Pietermaritzburg Internship
PROFESSIONAL ACCREDITATION
South African Council for The Architectural Profession (SACAP)
Pr. Arch. T PAT24750565 (SACAP) Jan 2016
+227 965 657 43 | +27 82 882 3695
oloo.raymond.oloo@gmail.com
Durban, South Africa
03
Raymond Oloo
design | project management

5. 04
EXHIBITIONS
2021 The Making of an Artisans’ Valley Venice, Italy
Venice Biennale Architettura 2021 (Arsenale)
2021 Boubou Hama Cultural Center Venice, Italy
Venice Biennale Architettura 2021 (Giardini, Rolex Pavilion)
2020 Making Public Space on the Niger River Cape Town, South Africa
Rolex Mentor and Protégé Arts Initiative
Mariam Kamara and Sir David Adjaye
curriculum vitae of raymond onyango oloo
SELECT BUILDING PROJECTS
CIVIC/ The Boubou Hama Cultural Center Niamey, Niger
CULTURAL current
COMMERCIAL The Office Niamey, Niger
under construction
Hayyan Mall Sharjah, UAE
current
Hugga-Mug Coffee Shop Durban, South Africa
design stage
Alverstone Test Kitchen Durban, South Africa
INSTITUTIONAL/ Inkanyezi LSEN School Ladysmith, South Africa
EDUCATION completed
Malezulu LSEN School Highflats, South Africa
completed
UKZN Chemical Engineering Building Durban, South Africa
completed
MULTI 22 Chepstow Apartments Cape Town, South Africa
RESIDENTIAL completed
224 Ocean View Drive Duplex Cape Town, South Africa
completed
MASTERPLAN Hayyan Development Sharjah, UAE
current
RESIDENTIAL Villa Adani Niamey, Niger
current
House Eden Cape Town, South Africa
completed
House Naidoo Cotswold Downs, South Africa
completed
House Nkosi Kwa-Mashu, South Africa
under construction
House Tshabalala Johannesburg, South Africa
design stage

6. 05
/
Venice Biennale
Architettura
2021
LOCATION Arsenale de Venezia
Venice
Italy
TYPE exhibition/pavilion
YEAR 2021
AREA 30m2
STATUS completed
FIRM atelier masōmī

7. /
Abstract
The Gounti Yenna Valley has long divided Niger’s
capital city of Niamey into two. In the 1800s, this
division was between the French colonisers and
local citizens. Today, the valley divides the city
across the wealth gap.
With the Artisans Valley project, architect
Mariam Issoufou Kamara aims to build a new
social contract for how Niamey’s citizens might
experience the valley, as a place for unity instead
of division.
For the Venice Architecture Biennial 2021,
Kamara’s proposal for the Artisans Valley came
to life, for the first time, as a walking tour - both
physically and metaphorically - through the
work of Niger’s Tuareg artisans. The site-specific
installation was inspired by the year’s theme:
How Will We Live Together?
Venice, Italy
06

8. 07
The Making of an Artisans’ Valley

9. 08
Venice, Italy

10. 1.00
1.00
1.00
1.00
1.00
1.00
6.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
7.00
G
A
B
C
D
F
1 2 3 4 5 6 7
ARSENALE WALL
LCD
SCREEN
LCD
SCREEN
LCD
SCREEN
MODEL
HERE
(VOID)
INNER FACE OF VERTICAL PAN
TO BE CLAD WITH 50.0 x 50.0c
EMBOSSED LEATHER TILES B
ARTISANS (TO BE SHIPPED FR
NIAMEY)
STAIR/SEATING AREA
T = 500.0cm
R = 150.0cm
50.0 x 50.0cm EMBOSSED BRO
TILES BY ARTISANS (TO BE
SHIPPED FROM NIAMEY)
ACCESSIBILITY RAMP 1:8
GRADIENT = 12.5% WITH 50mm
GUARDRAIL
ARSENALE
COLUMN
SEATING BENCH INTEGRATED
VERTICAL PANEL
2.0cm PLYWOOD TIMBER TO B
LASERCUT/ SCORED/ ROUTER
TO RESEMBLE 50.0x50.0cm TI
3.75
3.50
A. 101 PLATFORM PLAN
FRONT ELEVATION
EAST
ELEVATION
(RHS)
WEST
ELEVATION
(LHS)
A
B
A B
C C
0.25
1
2
GRADE
12.5%
1:8
2.05
1.00
1.00
1.00
1.00
1.00
1.00
6.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1 2 3 4 5 6 7
ARSENALE WALL
LCD
SCREEN
LCD
SCREEN
LCD
SCREEN
MODEL
HERE
(VOID)
INNER FACE OF VERTICAL PANEL
TO BE CLAD WITH 50.0 x 50.0cm
EMBOSSED LEATHER TILES BY
ARTISANS (TO BE SHIPPED FROM
NIAMEY)
STAIR/SEATING AREA
T = 500.0cm
R = 150.0cm
50.0 x 50.0cm EMBOSSED BRONZE
TILES BY ARTISANS (TO BE
SHIPPED FROM NIAMEY)
ACCESSIBILITY RAMP 1:8
GRADIENT = 12.5% WITH 50mm
GUARDRAIL
ARSENALE
COLUMN
SEATING BENCH INTEGRATED INTO
VERTICAL PANEL
2.0cm PLYWOOD TIMBER TO BE
LASERCUT/ SCORED/ ROUTERED
TO RESEMBLE 50.0x50.0cm TILES
3.75
3.50
A. 101 PLATFORM PLAN
FRONT ELEVATION
EAST
ELEVATION
(RHS)
WEST
ELEVATION
(LHS)
A
B
A B
C C
0.25
1
2
GRADE
12.5%
1:8
2.05
1.00
1.00
1.00
1.00
1.00
1.00
6.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
7.00
G
A
B
C
D
F
1 2 3 4 5 6 7
ARSENALE WALL
LCD
SCREEN
LCD
SCREEN
LCD
SCREEN
MODEL
HERE
(VOID)
INNER FACE OF VERTICA
TO BE CLAD WITH 50.0 x
EMBOSSED LEATHER TI
ARTISANS (TO BE SHIPP
NIAMEY)
STAIR/SEATING AREA
T = 500.0cm
R = 150.0cm
50.0 x 50.0cm EMBOSSE
TILES BY ARTISANS (TO
SHIPPED FROM NIAMEY
ACCESSIBILITY RAMP 1:8
GRADIENT = 12.5% WITH
GUARDRAIL
ARSENALE
COLUMN
SEATING BENCH INTEGR
VERTICAL PANEL
2.0cm PLYWOOD TIMBER
LASERCUT/ SCORED/ RO
TO RESEMBLE 50.0x50.0
3.75
3.50
A. 101 PLATFORM PLAN
FRONT ELEVATION
EAST
ELEVATION
(RHS)
WEST
ELEVATION
(LHS)
A
B
A B
C C
0.25
1
2
GRADE
12.5%
1:8
2.05
The Making of an Artisans’ Valley
09

11. 4
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Venice, Italy
10

12. The Making of an Artisans’ Valley
3.75m LONG 1:8 RAM
250cm PAST STAIRC
GRADIENT = 12.5% W
GUARDRAIL
SECTION A-A
A. 301
2.00
7.00
1.00
1.00
1.00
1.00
1.00
1.00 1.00
B C
A G
F
D E
ABV.
+ 5.0 m
ABV.
+ 0.45 m
ON GRD.
+ 0.0 m
ABV.
+ 0.3 m
0.25
HIGH-TENSILE STEE
SUSPENDED FROM A
BEAMS TO SPECIALI
ARSENALE COLUMN
1
D.103
1
D.102
3.75
LCD SCREEN BOX HOUSING/
ENCLOSURE WITH GLASS TOP
2.0cm PLYWOOD TIM
TO BE LASERCUT/ S
ROUTERED TO RESE
50.0x50.0cm TILES
3.75m LONG 1:8 RAMP TO EXTEND
250cm PAST STAIRCASE
GRADIENT = 12.5% WITH 50mm
GUARDRAIL
SECTION A-A
A. 301
2.00
7.00
1.00
1.00
1.00
1.00
1.00
1.00 1.00
B C
A G
F
D E
ABV.
+ 5.0 m
ABV.
+ 0.45 m
ON GRD.
+ 0.0 m
ABV.
+ 0.3 m
0.25
HIGH-TENSILE STEEL CABLE
SUSPENDED FROM ARSENALE
BEAMS TO SPECIALISTS' DETAIL
ARSENALE COLUMN
1
D.103
1
D.102
3.75
N BOX HOUSING/
WITH GLASS TOP
2.0cm PLYWOOD TIMBER PANEL
TO BE LASERCUT/ SCORED/
ROUTERED TO RESEMBLE
50.0x50.0cm TILES
3.75m LONG 1:8 RAM
250cm PAST STAIRC
GRADIENT = 12.5% W
GUARDRAIL
SECTION A-A
A. 301
2.00
7.00
1.00
1.00
1.00
1.00
1.00
1.00 1.00
B C
A G
F
D E
ABV.
+ 5.0 m
ABV.
+ 0.45 m
ON GRD.
+ 0.0 m
ABV.
+ 0.3 m
0.25
HIGH-TENSILE STEE
SUSPENDED FROM A
BEAMS TO SPECIALI
ARSENALE COLUMN
1
D.103
1
D.102
3.75
LCD SCREEN BOX HOUSING/
ENCLOSURE WITH GLASS TOP
2.0cm PLYWOOD TIM
TO BE LASERCUT/ S
ROUTERED TO RESEM
50.0x50.0cm TILES
30
1000
F
50.0 x 50.0cm
EMBOSSED BRONZE TILE TO ARTISAN DETAIL
FIXED (HORIZONTALLY) TO 2.0cm PLYWOOD
BACKING BOARD
5.0 x 10.0cm TIMBER JOIST AT 50.0cm
CENTRE-LINE SPACING GANG-NAILED TO BEAM
EX. CONCRETE FLOOR
10.0 x 10.0cm TIMBER BEAM TO ENGINEERS DETAIL
ON 10.0cm HIGH STEEL POST STIRRUP TO
MANUFACTURE'S DETAIL
FFL
FFL
E
500
5.0 x 10.0cm TIMBER SUB-FRAME
80
2.0cm PLYWOOD ON 5.0 x 10.0cm
TIMBER SUB-FRAMING TO HOUSE
LCD SCREEN
3.0cm THICK GLASS TO FINISH
FLUSH WITH FINAL FLOOR LEVEL
100
100
60
390
30
50
20
200
30
500
SINGLE PLUG/EU/"SCHUKO"
SOCKET MODULE FIXED TO JOIST
3.0cm HARDWOOD TIMBER EDGE
TRIM
D. 102 DISPLAY MONITOR DETAIL 1:10
11

13. Venice, Italy
B
C
2.00
1.00 1.00
1.00
7.00
1.00
ABV.
+ 5.0 m
ABV.
+ 0.45 m
ON GRD.
+ 0.0 m
ABV.
+ 0.3 m
A
SPACE FOR
MODEL
HERE (VOID)
1.00
1.00
G F D
EAST ELEVATION (RIGHT-HAN
A. 202
1
D.101
C
C
E
2.0cm PLYWOOD TIMBER P
TO BE LASERCUT/ SCORED
ROUTERED TO RESEMBLE
50.0x50.0cm TILES
ARSENALE WALL
BENCH INTEGRATED INTO
VERTICAL PANEL
2.0cm PLYWOOD TIMBER T
LASERCUT/ SCORED/ ROU
TO RESEMBLE 50.0x50.0cm
1.00
HIGH-TENSILE STEEL CAB
SUSPENDED FROM ARSEN
BEAMS TO SPECIALISTS' D
PLYWOOD/LAMINATE TIMBER
STAIRS/SEATING TO DETAIL
T = 500.0cm
R = 150.0cm 2.05
B
C
2.00
1.00 1.00
1.00
7.00
1.00
ABV.
5.0 m
ABV.
0.45 m
N GRD.
0.0 m
ABV.
0.3 m
A
SPACE FOR
MODEL
HERE (VOID)
1.00
1.00
G F D
EAST ELEVATION (RIGHT-HAND SIDE)
A. 202
1
D.101
C
C
E
2.0cm PLYWOOD TIMBER PANEL
TO BE LASERCUT/ SCORED/
ROUTERED TO RESEMBLE
50.0x50.0cm TILES
ARSENALE WALL
BENCH INTEGRATED INTO
VERTICAL PANEL
2.0cm PLYWOOD TIMBER TO BE
LASERCUT/ SCORED/ ROUTERED
TO RESEMBLE 50.0x50.0cm TILES
1.00
HIGH-TENSILE STEEL CABLE
SUSPENDED FROM ARSENALE
BEAMS TO SPECIALISTS' DETAIL
OOD/LAMINATE TIMBER
S/SEATING TO DETAIL
0.0cm
0.0cm 2.05
B
C
2.00
1.00 1.00
1.00
7.00
1.00
ABV.
+ 5.0 m
ABV.
+ 0.45 m
ON GRD.
+ 0.0 m
ABV.
+ 0.3 m
A
SPACE FOR
MODEL
HERE (VOID)
1.00
1.00
G F D
EAST ELEVATION (RIGHT-HAN
A. 202
1
D.101
C
C
E
2.0cm PLYWOOD TIMBER P
TO BE LASERCUT/ SCORED
ROUTERED TO RESEMBLE
50.0x50.0cm TILES
ARSENALE WALL
BENCH INTEGRATED INTO
VERTICAL PANEL
2.0cm PLYWOOD TIMBER T
LASERCUT/ SCORED/ ROU
TO RESEMBLE 50.0x50.0cm
1.00
HIGH-TENSILE STEEL CAB
SUSPENDED FROM ARSEN
BEAMS TO SPECIALISTS' D
PLYWOOD/LAMINATE TIMBER
STAIRS/SEATING TO DETAIL
T = 500.0cm
R = 150.0cm 2.05
12

14. The Making of an Artisans’ Valley
13

15. Venice, Italy
14

16. /
Hayyan Mall
FIRM atelier masōmī
LOCATION Barashi Residential
Sharajah
UAE
TYPE commercial
YEAR 2022
AREA 5850 m2
STATUS current
15

17. /
Abstract
atelier masomi was commissioned by The
Alef Group to design a masterplan for a new
residential development in the arid landscape of
Sharjah, UAE. The new development is to include
a sales center, shopping centre, community
management offices, gym and sporting
ammenities.
The development was fittingly named Hayyan
which means to be alive in Arabic. The client
envisioned a place that connected residents to
nature and the environment.
The Hayyan masterplan is designed with
community in mind, providing ample options
for coming together. The masterplan combines
aspects of a vegetation and water driven
schemes to naturally improve comfort and
provide spaces for community and leisure.
The homes are also designed in keeping with
simple principles that respond to the local
context. They are carved to mitigate some of the
heat, allow for beautiful views of the surroundings,
while protecting privacy.
Sharjah, United Arab Emirates
16

18. Hayyan Mall
17

19. Sharjah, United Arab Emirates
18

20. Hayyan Mall
19

21. TD
5000
5000
5000
5000
5000
5000
5000
5000
5000
2
5000
3
5000
4
5000
6
5000
7
5000
8
5000
9
5000
10
5000
11
5000
12
5000
13
5000
5
5000
2650
5000
4295
1
13
Laundry
50m²
FFL +0.600
Pharmacy
100m²
FFL +0.600
Retail Shop 01
50m²
FFL +0.600
loading dock/
Receiving
PARKING
12
bays
fresh
Fruit
dry store
check-out
staff
room
Deli
trolley area
(240)
packing area
lobby
40m²
FFL +0.600
exit
Prep
Butcher
tobacco
products
kiosk
fresh
Veg.
cold store
store
kitchen
RG
RG
ch. room
25m²
FFL +0.150
exit
Entrance
FFL +0.600
Entrance
store
Yard
25m²
FFL +0.150
wash
wash
Entrance Plaza
FFL +0.600
Gym
100m²
non-foods
sanitary
household
items
garden
and
pet
confectionery
jams
&
preserves
sauces,
spices
etc
PARKING
10
bays
300
2200
300
2200
4700
300
4700
300
3050
300
1350
300
4700
4700
2200
300
300
4200
8300
4700
300
300
4700
4700
300
4700
300
4700
4700
300
4700
300
1545
200
5470
200
2285
300 4700
300
300
3250
200
2450
200
1800
300
1500
300
4700
300
4700
300
300
300
4750
200
2300
200
2250
300
14800
200
2300
200
2250
200
5000
300
9700
300
2200
9700
300
2500
200
300
300
2900 1500
4700
200
2500
2500
4700
4700
Transformer Room
50m²
FFL +0.150
Gen. Room
25m²
FFL +0.150
LV Room
50m²
FFL +0.150
Pump Room
50m²
FFL +0.150
2
1
5000
3
5000
4
5000
6
7
8
9
10
11
12
13
5
A C
5000
D
5000
E
5000
F
5000
G
5000
H
5000 5000
J
5000
B
5000
A C
5000
D
5000
E
5000
F
5000
G
5000
H
5000
I
5000
J
5000
B
5000
2650 2650
5000
4700
300
300
Resto. 02
100m²
Retail
Shop 04
75m²
Retail
Shop 03
75m²
store
wash
200 200
2450 1800 300 4700
200
2250
2300
200
Resto. 03
100m²
FFL +0.600
Retail Shop 02
50m²
300
300
300
4700
4700
300
300
300
4700
4700
frozen foods
store
I
Resto. 01
200m²
kitchen
RG
RG
kitchen
RG
RG
Bakery
Telecoms
25m²
FFL +0.150
store
wash
Resto. 04
100m²
kitchen
RG
RG
Service Passage
(open to public)
+0.000
store
4700
300
4700
300
4700
300
4700
300
4700
Prep
2250
200
2250
300
Duct
Duct
Duct
Duct
Duct
U/G tank
below
Duct
5000
4800
2300
200
4800
store
2475
300
300
U/G tank
below
Sketch Plan: Ground Floor
1
250
North
Sharjah, United Arab Emirates
20

22. Hayyan Mall
21

23. Sharjah, United Arab Emirates
22

24. portfolio of architectural works
23

25. Hayyan Mall, Sharjah UAE
24

26. Hayyan Mall
25

27. Sharjah, United Arab Emirates
26

28. portfolio of architectural works
27

29. Hayyan Mall, Sharjah UAE
28

30. Hayyan Mall
29

31. Sharjah, United Arab Emirates
30

32. Gym
Training Area 1
350m²
Management
Office
200m²
Studio 02
150m²
Roof Terrace
425m²
change
Lobby
100m²
shower
Kitchen
25m²
Studio 01
150m²
Studio 03
150m²
300
2000
300
2400
4700
300
4700
300
3050
300
1350
300
4700
4700
2200
2200
9700
300
300
4200
8300
4700
300
300
4700
4700
300
300
4700
4700
300
4700
300 300
300
3250
200
2450
200
1800
300
1500
300
4700
300
4700
300
300
300
4750
200
2300
200
2250
300
9700
2300
200
2250
200
5000
300
9700
300
2470
7180
300
2500
200
300 300
2200 2200
4700
200
2650
2500
2500
4700
4700
2
1
5000
3
5000
4
5000
6
5000
7
5000
8
5000
9
5000
10
5000
11
5000
12
5000
13
5000
5
5000
A C
5000
D
5000
E
5000
F
5000
G
5000
H
5000 5000
J
5000
B
5000
A C
5000
D
5000
E
5000
F
5000
G
5000
H
5000
I
5000
J
5000
B
5000
2
5000
3
5000
4
5000
6
5000
7
5000
8
5000
9
5000
10
5000
11
5000
12
5000
13
5000
5
5000
2650
2650 2650
5000
5000
5000
2950
4700
300
300
1
13
200
2250
2300
200
300
300
300
4700
4700
300
300
300
4700
4700
I
4700
300
4700
300
4700
300
4700
300
4700
2000
150
2550
300
Rest Station
50m²
Rest Station
50m²
Gym
Training Area 2
250m²
shower
change
Duct
Duct
Duct
Duct
Duct
store
300
2800
300
3900
300
2000
700
4700
300
4700
300 300
4700 4700
Sketch Plan: Ground Floor
1
100
North
Hayyan Mall
31

33. Sharjah, United Arab Emirates
32

34. portfolio of architectural works
33

35. Hayyan Mall, Sharjah UAE
34

36. /
House Eden
LOCATION Walmer Estate
Cape Town
South Africa
YEAR 2016
TYPE multi residential
STATUS completed
AREA 250m2
FIRM FLUX architecture
35

37. /
Abstract
Obtaining planning approval for single residential
buildings in the City of Cape Town is difficult
enough, let alone obtaining development rights
for a multi-unit development on top of an existing
house with heritage status.
The client sought to take advantage a booming
property market by constructing 2 additional
dwellings for short term rentals, directly on top of
an existing single storey house.
The proposal was to demolish the roof, reinforce
the existing masonry walls and construct a new
lightweight steel structure on top.
The new building would now consist a 1-bedroom
loft apartment with panoramic views of the
mountain, and a pair of 2-bedroom homes
overlooking Woodstock and the Cape Town
Harbour beyond. All under a clean, contemporary
portal envelope.
I was engaged on the project from the on set,
measuring up and developing as-built CAD
drawings of the existing house. Working under
principal architect Jacques van Niekerk,
these formed the basis on which I developed
the concept and design into 3D, construction
drawings and a council package.
I took the plans through a complex series
of applications for Land-Use Management,
Woodstock Property Owners Association,
Heritage and Building Plans Approval and
eventually obtained full council approval to
deveop.
Cape Town, South Africa
36

38. House Eden
37

39. Cape Town, South Africa
38

40. House Eden
A
B
C
5
4
3
2
1
DB
TIMBER
EX. PASSAGE
TIMBER
EX.BATHRM
EX.BATHRM
EX. LOUNGE
TILES
TILES
EX. KITCHEN
TIMBER
NEW PAVERS
TIMBER
NEW DRIVEWAY
TIMBER
EX. BEDROOM EX. BEDROOM
TIMBER
E
D
E
N
R
O
A
D
6.00M
Upper
Queens
Road
24.4m
Park
Road
70.4m
exist.SS 1
exist.
MH
up
GROUND STOREY
SCALE 1:100
1:7
RAMP
UP
3766
3766
3766
3766
4273
4273
NEW TERRACE
900
4192
3638
4103
3919
5733
4538
B B
W1
exist.
MH
1
2
3
4
5
6
7
new timber and
steel stair to detail
new timber and steel sliding
gate to architect's detail
DECKING
up
T:270
R:180
T:250
R:182
A
A
new ss3
rwp
rwp
g
g
g
W
IN
TE
R
32
°3
8'
SU
MM
ER
79
°3
0'
SUN
SET
WI
NT
ER
RA
INS
AN
D
WI
ND
S
S
U
N
R
IS
E
SUN
RISE
ST
RO
NG
SU
MM
ER
WI
ND
S
S
U
N
S
E
T
new underground soil pipe
rwdp
To Existing LA
Stormwater Line
rwdp
g
new underground sw pipe
new
150Ø
SW
channel
new
150Ø
SW
channel
8546
new steel and timber
slatted permeable gate
to architect's detail
exist. underground soil pipe
window to be removed,
opening to be bricked up
and made good. Plaster &
paint to match existing
new timber & steel
stair to detail
345 x 345mm brick
column below
timber
slatted
permeable
sliding
gates
EX. BEDROOM
MAIN HOUSE
NEW UNDERCOVER PARKING
NEW PAVERS
1
2
3
4
5
6
7
8
9
10
11
3.0M BUILDING LINE
3.0M BUILDING LINE
3.0M
BUILDING
LINE
3.5M
STREET
SETBACK
12000
8.82m
BOUNDAR
Y
LINE
22.04m BOUNDARY LINE
22.04m BOUNDARY LINE
11.33m
BOUNDARY
LINE
2.52m
B/L
1500
1300
2306
5463
1252
1386
8000mm
CWC
A
B
C
8546
1500
1300
T:250
R:182
A
B
C
5
4
3
2
1
SECOND STOREY / MEZZANINE
SCALE 1:100
NEW BRAAI AREA
6.
7.
1.
5.
4.
2
.
6.
7.
5.
4.
3.
2.
1.
jacuzzi
10.
13.
14.
FBO
13
FBO
NEW
UNDERCOVER
TERRACE
NEW
TIMBER
PERGOLA
8.
9.
12.
11.
8.
10.
12.
11.
9.
14.
3766
3766 3766
3766
4273
4273
203
1364
202
3501
90
3073
260
6664
8546
3121
90
850
202
3859
6040 7345
3971
90
4061
DOUBLE
VOLUME
DOUBLE
VOLUME
B B
W9
W8
A
A
2700
3197
1061
850
TIMBER
rwp
rwp
rwp
exist.SS 2
exist.
MH
1:7
RAMP
UP
exist.
MH
new ss3
rwp
W7
W
IN
TE
R
32
°3
8'
SU
MM
ER
79
°3
0'
SUN
SET
WI
NT
ER
RA
INS
AN
D
WI
ND
S
S
U
N
R
IS
E
SUN
RISE
ST
RO
NG
SU
MM
ER
WI
ND
S
S
U
N
S
E
T
rwp
T:250
R:198
50Ø rw
outlet
50Ø rw
outlet
50Ø rw
outlet
1800
15495
203
1364
202 202
302
302
NEW
LOFT
LOUNGE
NEW LOUNGE
TIMBER
1m high handrail to
specialist's detail
new timber & steel
pergola to detail
3.
1
2
3
4
5
6
7
8
9
10
11
3.0M BUILDING LINE
3.0M
BUILDING
LINE
3.5M
STREET
SETBACK
3.0M BUILDING LINE
12000
8.82m
BOUNDAR
Y
LINE
22.04m BOUNDARY LINE
22.04m BOUNDARY LINE
11.33m
BOUNDARY
LINE
2.52m
B/L
3522
4538
1500
1300
4745
3522
1162
1296
139
139
3178
2971
8000mm
CWC
A
B
C
W
IN
TE
R
32
°3
8'
SU
MM
ER
79
°3
0'
SUN
SET
WI
NT
ER
RA
INS
AN
D
WI
ND
S
S
U
N
R
IS
E
SUN
RISE
ST
RO
NG
SU
MM
ER
WI
ND
S
8546
1500
1300
A
B
C
5
4
3
2
1
DB
TIMBER
EX. PASSAGE
TIMBER
EX.BATHRM
EX.BATHRM
EX. LOUNGE
TILES
TILES
EX. KITCHEN
TIMBER
NEW PAVERS
TIMBER
NEW DRIVEWAY
TIMBER
EX. BEDROOM EX. BEDROOM
TIMBER
E
D
E
N
R
O
A
D
6.00M
Upper
Queens
Road
24.4m
Park
Road
70.4m
exist.SS 1
exist.
MH
up
GROUND STOREY
SCALE 1:100
1:7
RAMP
UP
3766
3766
3766
3766
4273
4273
NEW TERRACE
900
4192
3638
4103
3919
5733
4538
B B
W1
exist.
MH
1
2
3
4
5
6
7
new timber and
steel stair to detail
new timber and steel sliding
gate to architect's detail
DECKING
up
T:270
R:180
T:250
R:182
A
A
new ss3
rwp
rwp
g
g
g
W
IN
TE
R
32
°3
8'
SU
MM
ER
79
°3
0'
SUN
SET
WI
NT
ER
RA
INS
AN
D
WI
ND
S
S
U
N
R
IS
E
SUN
RISE
ST
RO
NG
SU
MM
ER
WI
ND
S
S
U
N
S
E
T
new underground soil pipe
rwdp
To Existing LA
Stormwater Line
rwdp
g
new underground sw pipe
new
150Ø
SW
channel
new
150Ø
SW
channel
8546
new steel and timber
slatted permeable gate
to architect's detail
exist. underground soil pipe
window to be removed,
opening to be bricked up
and made good. Plaster &
paint to match existing
new timber & steel
stair to detail
345 x 345mm brick
column below
timber
slatted
permeable
sliding
gates
EX. BEDROOM
MAIN HOUSE
NEW UNDERCOVER PARKING
NEW PAVERS
1
2
3
4
5
6
7
8
9
10
11
3.0M BUILDING LINE
3.0M BUILDING LINE
3.0M
BUILDING
LINE
3.5M
STREET
SETBACK
12000
8.82m
BOUNDAR
Y
LINE
22.04m BOUNDARY LINE
22.04m BOUNDARY LINE
11.33m
BOUNDARY
LINE
2.52m
B/L
1500
1300
2306
5463
1252
1386
8000mm
CWC
A
B
C
8546
1500
1300
T:250
R:182
A
B
C
5
4
3
2
1
SECOND STOREY / MEZZANINE
SCALE 1:100
NEW BRAAI AREA
6.
7.
1.
5.
4.
2
.
6.
7.
5.
4.
3.
2.
1.
jacuzzi
10.
13.
14.
FBO
13
FBO
NEW
UNDERCOVER
TERRACE
NEW
TIMBER
PERGOLA
8.
9.
12.
11.
8.
10.
12.
11.
9.
14.
3766
3766 3766
3766
4273
4273
203
1364
202
3501
90
3073
260
6664
8546
3121
90
850
202
3859
6040 7345
3971
90
4061
DOUBLE
VOLUME
DOUBLE
VOLUME
B B
W9
W8
A
A
2700
3197
1061
850
TIMBER
rwp
rwp
rwp
exist.SS 2
exist.
MH
1:7
RAMP
UP
exist.
MH
new ss3
rwp
W7
W
IN
TE
R
32
°3
8'
SU
MM
ER
79
°3
0'
SUN
SET
WI
NT
ER
RA
INS
AN
D
WI
ND
S
S
U
N
R
IS
E
SUN
RISE
ST
RO
NG
SU
MM
ER
WI
ND
S
S
U
N
S
E
T
rwp
T:250
R:198
50Ø rw
outlet
50Ø rw
outlet
50Ø rw
outlet
1800
15495
203
1364
202 202
302
302
NEW
LOFT
LOUNGE
NEW LOUNGE
TIMBER
1m high handrail to
specialist's detail
new timber & steel
pergola to detail
3.
1
2
3
4
5
6
7
8
9
10
11
3.0M BUILDING LINE
3.0M
BUILDING
LINE
3.5M
STREET
SETBACK
3.0M BUILDING LINE
12000
8.82m
BOUNDAR
Y
LINE
22.04m BOUNDARY LINE
22.04m BOUNDARY LINE
11.33m
BOUNDARY
LINE
2.52m
B/L
3522
4538
1500
1300
4745
3522
1162
1296
139
139
3178
2971
8000mm
CWC
A
B
C
W
IN
TE
R
32
°3
8'
SU
MM
ER
79
°3
0'
SUN
SET
WI
NT
ER
RA
INS
AN
D
WI
ND
S
S
U
N
R
IS
E
SUN
RISE
ST
RO
NG
SU
MM
ER
WI
ND
S
8546
1500
1300
39

41. E
D
E
N
R
O
A
D
6.00M
Upper
Queens
Road
24.4m
Park
Road
70.4m
iding
l
exist.
MH
1:7
RAMP
UP
exist.
MH
A
B
C
5
4
3
2
1
g
NEW BEDROOM 2
NEW KITCHEN
FIRST STOREY
SCALE 1:100
3766
NEW
BATHRM
1
BUILT IN CUPBOARDS
B
WHB
SHWR.
WC
3766
3766 3766
NEW DINING ROOM
WHB
NEW
BATHRM
2
NEW BEDROOM 1
6.
5.
4.
3.
2.
1.
SHWR.
260
4061
6664
3971
4674
90
260
90
1900
90
1900 4674
3971
B
W2 W3
W3 W4
W5
W4
1
2
3
4
5
6
7
8
NEW BALCONY
NEW FAMILY ROOM
9
10
11
12
13
1200
1010
1200
2700
2685
900
885
3099
850
T:250
R:198
T:250
R:198
1100
850
fall
fall
50Ø rw
outlet
new ss3
new ss2
900 900
BATH
BATH
SINK.
PREP
BOWL.
A
A
900
rwdp
rwp
rwp
rwp rwp
WD1
WD1
W
IN
TE
R
32
°3
8'
SU
MM
ER
79
°3
0'
SUN
SET
WI
NT
ER
RA
INS
AN
D
WI
ND
S
S
U
N
R
IS
E
SUN
RISE
ST
RO
NG
SU
MM
ER
WI
ND
S
S
U
N
S
E
T
50Ø rw
outlet
50Ø rw
outlet
TIMBER DECKING
To Existing LA
Stormwater Line
IE
new underground sw pipe
WC
1
2
3
4
5
6
7
8
9
10
11
T:250
R:182
16369
210
2231
202
4273
4273
8546
4061
90
302
302
BUILT IN CUPBOARDS
SECOND DWELLING
900
NEW
BALCONY
6.
1.
5.
4.
2
.
3.
3.0M BUILDING LINE
3.0M BUILDING LINE
3.0M
BUILDING
LINE
3.5M
STREET
SETBACK
12000
8.82m
BOUNDARY
LINE
22.04m BOUNDARY LINE
22.04m BOUNDARY LINE
11.33m
BOUNDARY
LINE
2.52m
B/L
2097
1500
1300
1252
1386
3522
2304
150
6690
2467
3522
139
8000mm
CWC
A
B
C
5
4
3
2
1
SITE PLAN
SCALE 1:100
PAVERS
DRIVEWAY
E
D
E
N
R
O
A
D
6.00M
Upper
Queens
Road
24.4m
Park
Road
70.4m
1:7
RAMP
UP
8.82m
BOUNDARY
LINE
22.04m BOUNDARY LINE
22.04m BOUNDARY LINE
11.33m
BOUNDARY
LINE
jacuzzi
FBO
FBO
OPEN
TERRACE
ZINCALUME SHEETING
ZINCALUME SHEETING
ERF 12652
ERF 149369
ERF
149369
2.52m
B/L
rwp
rwp
rwp rwp
To Existing LA
Stormwater Line
exist.
MH
new ss3
new underground soil pipe
g
g
W
IN
TE
R
32
°3
8'
SU
MM
ER
79
°3
0'
SUN
SET
WI
NT
ER
RA
INS
AN
D
WI
ND
S
S
U
N
R
IS
E
SUN
RISE
ST
RO
NG
SU
MM
ER
WI
ND
S
S
U
N
S
E
T
exist.SS 1
exist.
MH
new underground sw pipe
50Ø rw
outlet
50Ø rw
outlet
50Ø rw
outlet
timber
slatted
permeable
gate
timber
slatted
permeable
sliding
gates
4273
4273
8546
T:250
R:182
1
2
3
4
5
6
7
8
9
10
11
1
2
3
4
5
6
7
8
9
10
11
12
13
3.5M
STREET
SETBACK
B B
A
A
12000
3.0M BUILDING LINE
3.0M BUILDING LINE
3.0M
BUILDING
LINE
12000
1500
1300
1252
1386
3522
2097
3522
2304
3178
2971
8000mm
CWC
CALCULATIONS
ZONING: SR1
SIZE OF ERF: 250m²
Cape Town, South Africa
E
D
E
N
R
O
A
D
6.00M
Upper
Queens
Road
24.4m
Park
Road
70.4m
iding
l
exist.
MH
1:7
RAMP
UP
exist.
MH
A
B
C
5
4
3
2
1
g
NEW BEDROOM 2
NEW KITCHEN
FIRST STOREY
SCALE 1:100
3766
NEW
BATHRM
1
BUILT IN CUPBOARDS
B
WHB
SHWR.
WC
3766
3766 3766
NEW DINING ROOM
WHB
NEW
BATHRM
2
NEW BEDROOM 1
6.
5.
4.
3.
2.
1.
SHWR.
260
4061
6664
3971
4674
90
260
90
1900
90
1900 4674
3971
B
W2 W3
W3 W4
W5
W4
1
2
3
4
5
6
7
8
NEW BALCONY
NEW FAMILY ROOM
9
10
11
12
13
1200
1010
1200
2700
2685
900
885
3099
850
T:250
R:198
T:250
R:198
1100
850
fall
fall
50Ø rw
outlet
new ss3
new ss2
900 900
BATH
BATH
SINK.
PREP
BOWL.
A
A
900
rwdp
rwp
rwp
rwp rwp
WD1
WD1
W
IN
TE
R
32
°3
8'
SU
MM
ER
79
°3
0'
SUN
SET
WI
NT
ER
RA
INS
AN
D
WI
ND
S
S
U
N
R
IS
E
SUN
RISE
ST
RO
NG
SU
MM
ER
WI
ND
S
S
U
N
S
E
T
50Ø rw
outlet
50Ø rw
outlet
TIMBER DECKING
To Existing LA
Stormwater Line
IE
new underground sw pipe
WC
1
2
3
4
5
6
7
8
9
10
11
T:250
R:182
16369
210
2231
202
4273
4273
8546
4061
90
302
302
BUILT IN CUPBOARDS
SECOND DWELLING
900
NEW
BALCONY
6.
1. 5.
4.
2
.
3.
3.0M BUILDING LINE
3.0M BUILDING LINE
3.0M
BUILDING
LINE
3.5M
STREET
SETBACK
12000
8.82m
BOUNDARY
LINE
22.04m BOUNDARY LINE
22.04m BOUNDARY LINE
11.33m
BOUNDARY
LINE
2.52m
B/L
2097
1500
1300
1252
1386
3522
2304
150
6690
2467
3522
139
8000mm
CWC
A
B
C
5
4
3
2
1
SITE PLAN
SCALE 1:100
PAVERS
DRIVEWAY
E
D
E
N
R
O
A
D
6.00M
Upper
Queens
Road
24.4m
Park
Road
70.4m
1:7
RAMP
UP
8.82m
BOUNDARY
LINE
22.04m BOUNDARY LINE
22.04m BOUNDARY LINE
11.33m
BOUNDARY
LINE
jacuzzi
FBO
FBO
OPEN
TERRACE
ZINCALUME SHEETING
ZINCALUME SHEETING
ERF 12652
ERF 149369
ERF
149369
2.52m
B/L
rwp
rwp
rwp rwp
To Existing LA
Stormwater Line
exist.
MH
new ss3
new underground soil pipe
g
g
W
IN
TE
R
32
°3
8'
SU
MM
ER
79
°3
0'
SUN
SET
WI
NT
ER
RA
INS
AN
D
WI
ND
S
S
U
N
R
IS
E
SUN
RISE
ST
RO
NG
SU
MM
ER
WI
ND
S
S
U
N
S
E
T
exist.SS 1
exist.
MH
new underground sw pipe
50Ø rw
outlet
50Ø rw
outlet
50Ø rw
outlet
timber
slatted
permeable
gate
timber
slatted
permeable
sliding
gates
4273
4273
8546
T:250
R:182
1
2
3
4
5
6
7
8
9
10
11
1
2
3
4
5
6
7
8
9
10
11
12
13
3.5M
STREET
SETBACK
B B
A
A
12000
3.0M BUILDING LINE
3.0M BUILDING LINE
3.0M
BUILDING
LINE
12000
1500
1300
1252
1386
3522
2097
3522
2304
3178
2971
8000mm
CWC
CALCULATIONS
ZONING: SR1
SIZE OF ERF: 250m²
40

42. House Eden
C
B
A
GROUND STOREY FFL 0.726
MAX HEIGHT 10.000
BASE LEVEL 0.000
WALL PLATE LEVEL 8.000
BASEMENT FFL -1.274
FIRST STOREY FFL 3.526
MEZZ. STOREY FFL 6.276
SITE
BOUNDARY
SITE
BOUNDARY
1950
mild steel balustrade to architect's
detail
mild steel balustrade to architect's
detail
HW timber pergola fixed to GMS
sections to detail
GMS portal frame structure bolted to
existing masonry walls to structural
engineer's detail
existing plaster and paint
4273
4273
BALCONY
existing roof sheeting and timber
trusses to be removed
GMS portal frame structure to
engineer's design
1000
1000
1000
existing window to be removed and
wall made good
1000
1000
mild steel flue
ex. stairs to be demolished and walls
made good
HW timber decking fixed to 220x50mm
timber joists to engineer's approval.
T:250
R:182
1000
existing boundary wall
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
2130W X 2100H
3000 3000
NGL
C
B
A
MAX HEIGHT 10.000
WALL PLATE LEVEL 8.000
FIRST STOREY FFL 3.526
MEZZ. STOREY FFL 6.276
SITE
BOUNDARY
SOUTH WEST ELEVATION
SCALE 1:100
SITE
BOUNDARY
4170
4170
mild steel balustrade to architect's detail
HW timber cladding to specialist detail
existing roof sheeting and timber trusses to be removed
nutec fibre cement plaster finish with paint
GMS portal frame structure to engineer's design
0.53mm BR7 profile steel roof
sheeting with zincalume finish on 76 x
50mm purlins on sisilation underlay on
gang-nailed roof truss system by roof
specialists to engineer's detail.
F
F
1000
F
1000
mild steel flue
1800
1800
timber slatted permeable gate
timber slatted permeable sliding gates
2100
3000 3000
mild ste
HW tim
sheetin
50mm p
timber
41

43. Cape Town, South Africa
42

44. House Eden
GROUND ST
BASE L
BASEME
NORTH WEST ELEVATION
SCALE 1:100
SMH
IE
1
HW timber decking fixed to GMS sections to detail
HW timber cladding to specialist detail
sw gulley
sw gulley
sw gulley
exist.SS 1
existing bou
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
(-1.374 "B" +
1.374 "D")/ 2
=0.000
4
2 5
3
1
GROUND STOREY FFL 0.726
MAX HEIGHT 10.000
WALL PLATE LEVEL 8.000
BASEMENT FFL -1.274
FIRST STOREY FFL 3.526
MEZZ. STOREY FFL 6.276
EDEN R
SOUTH EAST ELEVATION
SCALE 1:100
SITE
BOUNDARY
SITE
BOUNDARY
existing roof sheeting and timber trusses to be removed
mild steel balustrade to architect's detail
nutec fibre cement plaster finish with paint
HW timber cladding to speci
HW timber cladding to specialist detail
0.53mm BR7 profile steel roof sheeting with zincalume
finish on 76 x 50mm purlins on sisilation underlay on
gang-nailed roof truss system by roof specialists to
engineer's detail.
Existing brickwork to be demolished and wall made good
mild steel balustrade to architect's detail
NEW
UNDERCOVER
TERRACE
rwp
rwp
sw gulley
sw gulley
Ex.
SMH
NEW RE
CL = -0.271
IL = -0.971
D = 700mm
new 110Ø pvc sewer pipe
distance 10 347mm
gradient 1:7
to existing LA sewer line
1000
586
1000
100mm stainless steel box g
1000
mild steel flue
new
ss3
FBO
1800
2100
HW timber pergola fixed to GMS sections to detail
existing boundary wall
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
1.
2.
3.
4.
5.
6.
7.
12000
3767
3767
3767
3767
1000
5 4 3 1
2
GROUND STOREY FFL 0.726
MAX HEIGHT 10.000
BASE LEVEL 0.000
WALL PLATE LEVEL 8.000
BASEMENT FFL -1.274
FIRST STOREY FFL 3.526
MEZZ. STOREY FFL 6.276
F
SECTION B-B
SCALE 1:100
DB
100mm gypsum-board drywall to be
demolished
SITE
BOUNDARY
F
SITE
BOUNDARY
631
85
KITCHEN
7.
8.
10.
6.
11.
9.
13.
12.
14.
4.
5.
3.
2.
8.
10.
7.
6.
11.
9.
13.
12.
14.
4.
5.
3.
2.
2600
porcelain tiles on torc
waterproofing by spe
primed screed to fall
outlets on RC slab to
details and specificat
mild steel balustrade
architect's detail
1000
Exposed aggregate on compacted hardcore base
by specialist
3767
3767
3767
3767
mild steel balustrade to architect's detail
existing roof sheeting and timber trusses to be
demolished
GMS portal frame structure to engineer's design
1000
1000
1000
0.53mm BR7 profile steel roof sheeting with
zincalume finish on 76 x 50mm purlins on
sisilation underlay on gang-nailed roof truss
system by roof specialists to engineer's detail.
existing timber floor to be removed
power floated concrete surface bed to Engineer's
details and specifications.
1000
mild steel flue
HW timber pergola fi
GMS sections to deta
T:250
R:198
T:250
R:198
T:250
R:182
1800
timber slatted permeable sliding gates
EX.BATH
NEW UNDERCOVER PARKING EX. LOUNGE
EX. KITCHEN
LOFT LOUNGE
LOUNGE
existing boundary wa
EX.BATH
1. 1.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
3000
12000
4000mm
from
base
level
3500 STREET SETBACK
8000mm
max.
height
to
wallplate
10000mm
max.
height
to
top
of
roof
(-1.374 "B" +
1.374 "D")/ 2
=0.000
(-1.374 "B" +
1.374 "D")/ 2
=0.000
2000
1374mm
for
base
level
calc.
43

45. C
B
A
GROUND STOREY FFL 0.726
MAX HEIGHT 10.000
BASE LEVEL 0.000
WALL PLATE LEVEL 8.000
BASEMENT FFL -1.274
FIRST STOREY FFL 3.526
MEZZ. STOREY FFL 6.276
NORTH EAST ELEVATION
SCALE 1:100
SITE
BOUNDARY
SITE
BOUNDARY
1950
mild steel balustrade to architect's
detail
mild steel balustrade to architect's
detail
HW timber pergola fixed to GMS
sections to detail
GMS portal frame structure bolted to
existing masonry walls to structural
engineer's detail
existing plaster and paint
4273
4273
BALCONY
existing roof sheeting and timber
trusses to be removed
GMS portal frame structure to
engineer's design
1000
1000
1000
existing window to be removed and
wall made good
1000
1000
mild steel flue
ex. stairs to be demolished and walls
made good
HW timber decking fixed to 220x50mm
timber joists to engineer's approval.
T:250
R:182
1000
existing boundary wall
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
2130W X 2100H
3000 3000
SOUTH WEST ELEVATION
SCALE 1:100
GRO
MA
WA
BAS
FIR
MEZ
SO
SC
e
GROUND STOREY FFL 0.726
C
A B
MAX HEIGHT 10.000
BASE LEVEL 0.000
WALL PLATE LEVEL 8.000
BASEMENT FFL -1.274
FIRST STOREY FFL 3.526
MEZZ. STOREY FFL 6.276
SITE
BOUNDARY
SITE
BOUNDARY
SECTION A-A
SCALE 1:100
4273
4273
GMS portal frame structure bolted to
existing masonry walls to structural
engineer's detail
GMS portal frame structure to
engineer's design
2500
porcelain tiles on RC slab to engineer's
details and specifications.
3180
2600
4374
1000
porcelain tiles on RC slab to engineer's
details and specifications.
100mm stainless steel box gutter to detail.
1000
mild steel flue
1300
1070
230
2750
TERRACE
LOFT LOUNGE
NEW BEDROOM 1
NEW BAR AREA
EX.BATHRM EX. BEDROOM
8000mm
max.
height
to
wallplate
10000mm
max.
height
to
top
of
roof
2000
3000 3000
8888mm
FOR
HEIGHT
DEPARTURE
8953mm
FOR
HEIGHT
DEPARTURE
1374mm
for
base
level
calc.
10000mm
max.
height
to
top
of
roof
Cape Town, South Africa
TOREY FFL 0.726
LEVEL 0.000
ENT FFL -1.274
undary wall
ROAD
ialist detail
d
gutter to detail.
4.1 N/A
5. PLASTER & PAINT:
5.1 New exterior walls to be wood float or textured plaster
finished as indicated on elevations, interior to be steel
trowelled.
5.2 Walls to be plastered ±15mm internally and ±20mm externally
unless otherwise stated on plan. All internal walls to be
poly-skimmed and Painted.
6 STAIRCASES:
6.1 Staircase to conform to NBR. Galvanized mild steel structure
with timber treads to engineer's spec.
7 VENTILATION:
7.1 All habitable rooms to have 10% natural light and 5%
ventilation. All rooms ventilated in accordance with NBR.
8. WINDOWS & DOORS - GLAZING:
8.1 All sections and powdercoating for windows and doors as per
AAAMSA specifications for coastal conditions. Powder coat
aluminium
8.2 To comply with SANS 10400
8.3 Where ordinary glass is installed the nominal thickness will be
6mm.
8.4 Glazed areas exceeding 1m² to be safety glass.
8.5 Glazed shower cubicles to be safety glass.
8.6 Glazing within 500mm above floor to be safety glazed
8.7 As per Part XA requirements
9. CEILINGS:
9.1 Ceilings by specialist. All ceilings to be appropriate thickness
Gypsum board, skimmed and painted. Cornices to be plaster
trim aluminium or purpose made as per later details.
10. ROOF CONSTRUCTION:
10.1 As indicated on drawings, as per Engineer's details to suit
Part XA requirements
11. WATERPROOFING:
11.1 Derbigum waterproofing (dressed up parapet & into fullbore
outlet) on 25mm min. screed to fall to fulbore outlet cast into
RC Roof slab connected to 76Ø UPVC vertical downpipe.
Spiggots to be Fitted as overflow. Position to be indicated on
site
13. STORMWATER:
13.1 76 mm diam. PVC downpipes to fullbores.
13.2 All stormwater to be lead off property to nearest street,
stormwater channel or municipal drain.
13.3 All fullbores to be installed to manufacturer's specification and
to be waterproofed. All downpipes to discharge into
stormwater catchpits and to connect, underground, to
stormwater drainage.
13.4 Gutters if required to be aluminium.
14. DRAINAGE:
14.1 Gully rims to be not less than 150mm above finished
surrounding gfl & not more than 150mm below the crown of
the lowest trap of any sanitary fixture.
14.2 No drainage to be covered until checked by a local authority
inspector.
14.3 Drainage within driveways or under building to be adequately
protected.
15. JACUZZI :
15.1 Jacuzzi overflow to stormwater system.
15.2 Jacuzzi backwash to sewer system.
Part D - Public Safety - Change in Level
All balustrades and walls provided to protect a change in level to
comply with the requirements of SANS 10400-B. The edge of any
balcony, bridge, flat roof or similar place more than 1 m above the
adjacent ground or floor level shall be provided with a balustrade or
parapet wall not less than 1 m in height.
ch-on
ecialist on
to rainwater
o engineer's
tions.
e to
ixed to
ail
all
Amendment
Date
web : www.fluxarchitecture.co.za
e-mail : jacques@fluxarchitecture.co.za
fax : 086 2361747
cell : +27 72 4126864
drawn
date checked
drawing type
drawing number revision
NO DATE AMENDMENT
FLUX Architecture retains the copyright in all intellectual property in accordance with
the Copyright Act, Act 98 of 1978. The designs and/or documents may not be used in
contravention of the act without the prior consent of FLUX Architecture.
a r c h i t e c t u r e
198 buitengracht street, cape town, 8001 reg. no. PSAT 0939
skype: jacques.van.niekerk5
tel : +27 21 4247640
drawing title
job no designed
scale
project title
No
JVN; RO
November 2016
Local Authority Drawings
16-35 JVN
-
LAD_02 -
1:100
ELEVATIONS & SECTIONS
Additions & Alterations to
Existing House to Accommodate
Second Dwelling
Erf 12653, 15 Eden Road, Walmer Estate
44

46. House Eden
C
B
A
GROUND STOREY FFL 0.726
MAX HEIGHT 10.000
BASE LEVEL 0.000
WALL PLATE LEVEL 8.000
BASEMENT FFL -1.274
FIRST STOREY FFL 3.526
MEZZ. STOREY FFL 6.276
NORTH EAST ELEVATION
SCALE 1:100
SITE
BOUNDARY
SITE
BOUNDARY
1950
mild steel balustrade to architect's
detail
mild steel balustrade to architect's
detail
HW timber pergola fixed to GMS
sections to detail
GMS portal frame structure bolted to
existing masonry walls to structural
engineer's detail
existing plaster and paint
4273
4273
BALCONY
existing roof sheeting and timber
trusses to be removed
GMS portal frame structure to
engineer's design
1000
1000
1000
existing window to be removed and
wall made good
1000
1000
mild steel flue
ex. stairs to be demolished and walls
made good
HW timber decking fixed to 220x50mm
timber joists to engineer's approval.
T:250
R:182
1000
existing boundary wall
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
2130W X 2100H
3000 3000
NGL
C
B
A
MAX HEIGHT 10.000
WALL PLATE LEVEL 8.000
FIRST STOREY FFL 3.526
MEZZ. STOREY FFL 6.276
SITE
BOUNDARY
SOUTH WEST ELEVATION
SCALE 1:100
SITE
BOUNDARY
4170
4170
mild steel balustrade to architect's detail
HW timber cladding to specialist detail
existing roof sheeting and timber trusses to be removed
nutec fibre cement plaster finish with paint
GMS portal frame structure to engineer's design
0.53mm BR7 profile steel roof
sheeting with zincalume finish on 76 x
50mm purlins on sisilation underlay on
gang-nailed roof truss system by roof
specialists to engineer's detail.
F
F
1000
F
1000
mild steel flue
1800
1800
timber slatted permeable gate
timber slatted permeable sliding gates
2100
3000 3000
MA
FIR
WA
MEZ
EDEN
mild steel balustrade to architect's detail
HW timber cladding to specialist detail
0.53mm BR7
zincalume
sisilation und
system by roof
ex
nutec fibre
HW tim
GMS an
sheeting with zincalume finish on 76 x
50mm purlins on sisilation underlay on
timber slatted permeable sliding gates
GROUND STOREY FFL
MAX HEIGHT 10.000
WALL PLATE LEVEL 8.0
BASEMENT FFL -1.274
FIRST STOREY FFL 3.52
MEZZ. STOREY FFL 6.27
SOUTH E
SCALE 1:100
existing roof sheeting an
mild stee
nutec fibre
mild stee
HW timber pergola
existing
C
A B
MAX HEIGHT 10.000
ITE
BOUNDARY
ITE
BOUNDARY
4273
4273
1000
mild steel flue
2000
3000 3000
MAX HE
2000
NGL
GROUND STORE
BASE LEVE
BASEMENT F
F
F
NORTH WEST ELEVATION
SCALE 1:100
SMH
IE
IE
IE IE
IE
EDEN ROAD
GMS and HW timber staircase to detail
1000
1000
HW timber decking fixed to GMS sections to detail
HW timber cladding to specialist detail
sw gulley
sw gulley
sw gulley
new IE
exist.SS 1
T:270
R:180
ng gates
1800
2100
F
F
existing boundary
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
(-1.374 "B" +
1.374 "D")/ 2
=0.000
4
2 5
3
1
GROUND STOREY FFL 0.726
MAX HEIGHT 10.000
WALL PLATE LEVEL 8.000
BASEMENT FFL -1.274
FIRST STOREY FFL 3.526
MEZZ. STOREY FFL 6.276
EDEN ROA
SOUTH EAST ELEVATION
SCALE 1:100
SITE
BOUNDARY
SITE
BOUNDARY
existing roof sheeting and timber trusses to be removed
mild steel balustrade to architect's detail
nutec fibre cement plaster finish with paint
HW timber cladding to specialist d
HW timber cladding to specialist detail
0.53mm BR7 profile steel roof sheeting with zincalume
finish on 76 x 50mm purlins on sisilation underlay on
gang-nailed roof truss system by roof specialists to
engineer's detail.
Existing brickwork to be demolished and wall made good
mild steel balustrade to architect's detail
NEW
UNDERCOVER
TERRACE
rwp
rwp
sw gulley
sw gulley
Ex.
SMH
NEW RE
CL = -0.271
IL = -0.971
D = 700mm
new 110Ø pvc sewer pipe
distance 10 347mm
gradient 1:7
to existing LA sewer line
1000
586
1000
100mm stainless steel box gutter
1000
mild steel flue
new
ss3
FBO
1800
2100
HW timber pergola fixed to GMS sections to detail
existing boundary wall
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
1.
2.
3.
4.
5.
6.
7.
12000
3767
3767
3767
3767
1000
5 4 3 1
2
GROUND STOREY FFL 0.726
MAX HEIGHT 10.000
BASE LEVEL 0.000
WALL PLATE LEVEL 8.000
BASEMENT FFL -1.274
FIRST STOREY FFL 3.526
MEZZ. STOREY FFL 6.276
F
SECTION B-B
SCALE 1:100
DB
100mm gypsum-board drywall to be
demolished
SITE
BOUNDARY
F
SITE
BOUNDARY
631
85
KITCHEN
7.
8.
10.
6.
11.
9.
13.
12.
14.
4.
5.
3.
2.
8.
10.
7.
6.
11.
9.
13.
12.
14.
4.
5.
3.
2.
2600
porcelain tiles on torch-on
waterproofing by specialist
primed screed to fall to rain
outlets on RC slab to engin
details and specifications.
mild steel balustrade to
architect's detail
1000
Exposed aggregate on compacted hardcore base
by specialist
3767
3767
3767
3767
mild steel balustrade to architect's detail
existing roof sheeting and timber trusses to be
demolished
GMS portal frame structure to engineer's design
1000
1000
1000
0.53mm BR7 profile steel roof sheeting with
zincalume finish on 76 x 50mm purlins on
sisilation underlay on gang-nailed roof truss
system by roof specialists to engineer's detail.
existing timber floor to be removed
power floated concrete surface bed to Engineer's
details and specifications.
1000
mild steel flue
HW timber pergola fixed to
GMS sections to detail
T:250
R:198
T:250
R:198
T:250
R:182
1800
timber slatted permeable sliding gates
EX.BATH
NEW UNDERCOVER PARKING EX. LOUNGE
EX. KITCHEN
LOFT LOUNGE
LOUNGE
existing boundary wall
EX.BATH
1. 1.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
3000
12000
4000mm
from
base
level
3500 STREET SETBACK
8000mm
max.
height
to
wallplate
10000mm
max.
height
to
top
of
roof
(-1.374 "B" +
1.374 "D")/ 2
=0.000
(-1.374 "B" +
1.374 "D")/ 2
=0.000
2000
1374mm
for
base
level
calc.
43

47. Cape Town, South Africa
5 4 3 2 1
AX HEIGHT 10.000
RST STOREY FFL 3.526
NGL
ALL PLATE LEVEL 8.000
ZZ. STOREY FFL 6.276
GROUND STOREY FFL 0.726
BASE LEVEL 0.000
BASEMENT FFL -1.274
FIRST STOREY FFL 3.526
F
F
NORTH WEST ELEVATION
SCALE 1:100
SMH
IE
IE
IE IE
IE
N ROAD
SITE
BOUNDARY
SITE
BOUNDARY
3766 3766 3766 3766
mild steel balustrade to architect's detail
HW timber pergola fixed to GMS sections to detail
nutec fibre cement plaster finish with paint
7 profile steel roof sheeting with
finish on 76 x 50mm purlins on
derlay on gang-nailed roof truss
specialists to Engineer's detail.
xisting roof sheeting and timber
trusses to be removed
cement plaster finish with paint
mber cladding to specialist detail
nd HW timber staircase to detail
1000
1000
1000
1000
100mm stainless steel box gutter to detail.
HW timber decking fixed to GMS sections to detail
HW timber cladding to specialist detail
1000
mild steel flue
rwp
rwp rwp
sw gulley
sw gulley
sw gulley
new IE
new IE
exist.SS 1
new
ss2
T:270
R:180
1800
2100
F
F
existing boundary wall
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
(-1.374 "B" +
1.374 "D")/ 2
=0.000
12000
4
2 5
3
1
0.726
000
26
76
EDEN ROAD
EAST ELEVATION
SITE
BOUNDARY
SITE
BOUNDARY
nd timber trusses to be removed
el balustrade to architect's detail
cement plaster finish with paint
HW timber cladding to specialist detail
HW timber cladding to specialist detail
0.53mm BR7 profile steel roof sheeting with zincalume
finish on 76 x 50mm purlins on sisilation underlay on
gang-nailed roof truss system by roof specialists to
engineer's detail.
Existing brickwork to be demolished and wall made good
el balustrade to architect's detail
NEW
UNDERCOVER
TERRACE
rwp
rwp
sw gulley
sw gulley
Ex.
SMH
NEW RE
CL = -0.271
IL = -0.971
D = 700mm
new 110Ø pvc sewer pipe
distance 10 347mm
gradient 1:7
to existing LA sewer line
1000
586
1000
100mm stainless steel box gutter to detail.
1000
mild steel flue
new
ss3
FBO
1800
2100
a fixed to GMS sections to detail
g boundary wall
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
1.
2.
3.
4.
5.
6.
7.
12000
3767
3767
3767
3767
1000
5 4 3 1
2
EIGHT 10.000
E
BOUNDARY
E
BOUNDARY
3767
3767
3767
3767
0.53mm BR7 profile steel roof sheeting with
zincalume finish on 76 x 50mm purlins on
sisilation underlay on gang-nailed roof truss
system by roof specialists to engineer's detail.
1000
mild steel flue
LOUNGE
3000
12000
EY FFL 0.726
EL 0.000
FFL -1.274
y wall
AD
detail
to detail.
2.3 Finishes as indicated.
3. WALLS:
3.1 500 micron DPC to all walls where required.
3.2 Damp proof course to be min 150 mm above ground floor
level.
3.3 External Walls - 300mm sandwich with 80mm aeropink
insulation and fibre cement/HW timber cladding on GMS
sections to Engineer's details and specifications. All openings
to have DPC all around.
3.4 Internal Walls - 90mm gypsum dry walls
4. LINTELS:
4.1 N/A
5. PLASTER & PAINT:
5.1 New exterior walls to be wood float or textured plaster
finished as indicated on elevations, interior to be steel
trowelled.
5.2 Walls to be plastered ±15mm internally and ±20mm externally
unless otherwise stated on plan. All internal walls to be
poly-skimmed and Painted.
6 STAIRCASES:
6.1 Staircase to conform to NBR. Galvanized mild steel structure
with timber treads to engineer's spec.
7 VENTILATION:
7.1 All habitable rooms to have 10% natural light and 5%
ventilation. All rooms ventilated in accordance with NBR.
8. WINDOWS & DOORS - GLAZING:
8.1 All sections and powdercoating for windows and doors as per
AAAMSA specifications for coastal conditions. Powder coat
aluminium
8.2 To comply with SANS 10400
8.3 Where ordinary glass is installed the nominal thickness will be
6mm.
8.4 Glazed areas exceeding 1m² to be safety glass.
8.5 Glazed shower cubicles to be safety glass.
8.6 Glazing within 500mm above floor to be safety glazed
8.7 As per Part XA requirements
9. CEILINGS:
9.1 Ceilings by specialist. All ceilings to be appropriate thickness
Gypsum board, skimmed and painted. Cornices to be plaster
trim aluminium or purpose made as per later details.
10. ROOF CONSTRUCTION:
10.1 As indicated on drawings, as per Engineer's details to suit
Part XA requirements
11. WATERPROOFING:
11.1 Derbigum waterproofing (dressed up parapet & into fullbore
outlet) on 25mm min. screed to fall to fulbore outlet cast into
RC Roof slab connected to 76Ø UPVC vertical downpipe.
Spiggots to be Fitted as overflow. Position to be indicated on
site
13. STORMWATER:
13.1 76 mm diam. PVC downpipes to fullbores.
13.2 All stormwater to be lead off property to nearest street,
stormwater channel or municipal drain.
13.3 All fullbores to be installed to manufacturer's specification and
to be waterproofed. All downpipes to discharge into
stormwater catchpits and to connect, underground, to
stormwater drainage.
13.4 Gutters if required to be aluminium.
14. DRAINAGE:
14.1 Gully rims to be not less than 150mm above finished
surrounding gfl & not more than 150mm below the crown of
the lowest trap of any sanitary fixture.
14.2 No drainage to be covered until checked by a local authority
inspector.
14.3 Drainage within driveways or under building to be adequately
protected.
15. JACUZZI :
15.1 Jacuzzi overflow to stormwater system.
15.2 Jacuzzi backwash to sewer system.
Part D - Public Safety - Change in Level
All balustrades and walls provided to protect a change in level to
comply with the requirements of SANS 10400-B. The edge of any
balcony, bridge, flat roof or similar place more than 1 m above the
adjacent ground or floor level shall be provided with a balustrade or
parapet wall not less than 1 m in height.
t on
nwater
neer's
o
Amendment
Date
web : www.fluxarchitecture.co.za
e-mail : jacques@fluxarchitecture.co.za
fax : 086 2361747
cell : +27 72 4126864
drawn
date checked
drawing type
drawing number revision
NO DATE AMENDMENT
FLUX Architecture retains the copyright in all intellectual property in accordance with
the Copyright Act, Act 98 of 1978. The designs and/or documents may not be used in
contravention of the act without the prior consent of FLUX Architecture.
a r c h i t e c t u r e
198 buitengracht street, cape town, 8001 reg. no. PSAT 0939
skype: jacques.van.niekerk5
tel : +27 21 4247640
drawing title
job no designed
scale
project title
No
JVN; RO
November 2016
Local Authority Drawings
16-35 JVN
-
LAD_02 -
1:100
ELEVATIONS & SECTIONS
Additions & Alterations to
Existing House to Accommodate
Second Dwelling
Erf 12653, 15 Eden Road, Walmer Estate
44

48. House Eden
45

49. Cape Town, South Africa
46

50. /
22 on Chepstow
Apartments
LOCATION Green Point
Cape Town
South Africa
YEAR 2018
TYPE multi residential
apartments
STATUS completed
AREA 250m2
FIRM FLUX architecture
47

51. /
Abstract
Cape Town, South Africa
Obtaining planning approval for single residential
buildings in the City of Cape Town is difficult
enough, let alone obtaining development rights
for a multi-unit development on top of an existing
house with heritage status.
The client sought to take advantage a booming
property market by constructing 2 additional
dwellings for short term rentals, directly on top of
an existing single storey house.
The proposal was to demolish the roof, reinforce
the existing masonry walls and construct a new
lightweight steel structure on top.
The new building would now consist a 1-bedroom
loft apartment with panoramic views of the
mountain, and a pair of 2-bedroom homes
overlooking Woodstock and the Cape Town
Harbour beyond. All under a clean, contemporary
portal envelope.
I was engaged on the project from the on set,
measuring up and developing as-built CAD
drawings of the existing house. Working under
principal architect Jacques van Niekerk,
these formed the basis on which I developed
the concept and design into 3D, construction
drawings and a council package.
I took the plans through a complex series
of applications for Land-Use Management,
Woodstock Property Owners Association,
Heritage and Building Plans Approval and
eventually obtained full council approval to
deveop.
48

52. portfolio of architectural works
49

53. FALL
PLASTERED DRIP
PRIMED SCREED TO FALL TO FBO
'DORKEN' MS8 PROTECTIVE LAYER WITH GEO-TEXTILE FABRIC
FRAMELESS GLASS BALUSTRADE BY SPECIALIST. REFER TO
DETAIL 08
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING ON SCREED TO FALL
REINFORCED CONCRETE SLAB TO SE SPECIFICATIONS
170
SPACER BY GLASS BALUSTRADE SUB CONTRACTOR
SCALE: 1:10
03: FOURTH FLOOR PLANTER DETAIL
300
70mm WIDE x 35mm DEEP x 3.0mm THICK ALUMINIUM
CHANNEL LAID IN SCREED
HIGH DRAIN FULBORE
HYDROPHILIC WATER BARS AS PER SPECIALIST
SUBCONTRACTOR SPECIFICATION
SILICONE SEALANT BY GLASS BALUSTRADE SUB
CONTRACTOR
RC PLANTER UPSTAND TO SE SPECIFICATIONS
2 COATS 'RESIFLEX' WATERPROOFING INTO BALUSTRADE
CHANNEL
BALCONY
FALL
PRE-WASHED
STONE CHIP LAYER
PLANTER SOIL
50
280
PAINTED SKIMCOAT
FULLBORE OUTLET
10
30
FALL
100
EQ. EQ.
15mm GRANITE TILE TO FALL (SPEC TO LATER DETAIL)
60
FRAMELESS GLASS BALUSTRADES BY SPECIALIST. REFER
TO DETAIL 08
PAINTED SKIMCOAT
SCALE: 1:10
02: TYPICAL BALCONY DETAIL
2 COATS 'RESIFLEX' WATERPROOFING INTO BALUSTRADE
CHANNEL
PAINTED PLASTER (MARMORAN FINISH)
PLASTERED DRIP
HYDROPHYLIC WATER BARS AS PER SPECIALIST
SUBCONTRACTOR SPECIFICATION
50Ø ALUMINIUM RAINWATER CHANNEL
15mm GRANITE TILE (SPEC TO LATER DETAIL)
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING BY SPECIALIST
MIN. 30mm PRIMED SCREED TO FALL
FLOOR FINISH AS SPECIFIED ON PLAN ON MIN. 30mm
SCREED PROTECTION LAYER TO FALL
50
280
BALCONY
FALL
100
60
FALL
10
30
37
OUTSIDE
INSIDE FFL
85
EQ. EQ.
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING BY SPECIALIST
REINFORCED CONCRETE TO SE DETAIL
PLASTERED DRIP
SCALE: 1:10
01: TYPICAL ROOF DETAIL
PAINTED PLASTER
50
PLASTER TO FALL TO INSIDE
PLASTERED FILLET AS PER WATERPROOFING SUPPLIER'S
SPECIFICATION
STONE CHIP
PAINT TO SKIMMED EXTERNAL SOFFIT
PT115 WOVEN GEOTEXTILE FILTER FABRIC
2 LAYERS 'POLYGLASS EVOLIGHT' TORCH-ON
WATERPROOFING BY SPECIALIST SUB-CONTRACTOR.
280
1260mm x 875mmx 70mm THICK 'DIPSYSTEMS' INVERTED ROOF
INSULATION BOARD, LAP-JOINTED, (DENSITY 20Kg/m³)
PRIMED SCREED TO FALL TO RAINWATER OUTLETS ON RC SLAB
TO ENGINEER'S DETAILS.
REINFORCED CONCRETE ROOF SLAB TO SE DETAIL
FLOOR FINISH AS SPECIFIED O
15mm GRANITE TILE TO FALL (SPEC TO LATER
2 LAYERS 'POLYGLASS' EVOLIGHT TO
WATERPROOFING BY SP
FLOOR FINISH AS SPECIFIED O
MIN. 30mm PRIMED CEMENT SCREED
DETAIL 06
SCALE: 1:5
DETA
SCALE:
2 LAYERS 'POLYGLASS' EVOLIGHT TO
WATERPROOFING BY SP
MIN. 30mm SCREED PROTECTION LAYER
FULLBORE
MIN. 30mm SCREED ON RC SLAB TO S
REINFORCED CONCRETE TO S
PAINTED SK
REINFORCED CONCRETE SLAB TO S
15mm GRANITE TILE (SPEC TO LATER
2 LAYERS 'POLYGLASS' EVOLIGHT TO
WATERPROOFING BY SP
70mm WIDE x 35mm DEEP x 3.0m
ALUMINIUM CHANNEL LAID IN
230
230
2850mmx230mm
RC
COLUMN
ABOVE
TO
SE
DETAIL
G
A
1730
280
280
POOL TO ENGINEER'S SPECIFICATION & DETAIL. SHELL TO
BE PLASTERED BY MAIN CONTRACTOR AND FIBRE-GLASS
LINED BY POOL SPECIALIST. POOL TO BACKWASH INTO
SEWER SYSTEM.
POOL OVERFLOW TO STORM WATER SYSTEM.
295
840
1000
240
FIBRE-GLASS LINING BY SPECIALIST
2 LAYERS 'POLYGLASS EVOLIGHT' TORCH-ON
WATERPROOFING WITH MIN 150MM LAPS
MIN. 30mm CEMENT PLASTER
PLASTERED DRIP
RC POOL STRUCTURE TO SE DETAIL WITH 'XYPEX'
CONCRETE ADMIX
2 COATS 'RESIFLEX' WATERPROOFING INTO BALUSTRADE
CHANNEL
HYDROPHILIC WATER BARS AT CONSTRUCTION JOINTS
AS PER SPECIALIST SUBCONTRACTOR SPECIFICATION
PAINTED SKIMCOAT
SECTION B-B
SCALE: 1:25
50
280
PAINTED PLASTER - MARMORAN FINISH
280
300
1130
EQUAL
1730
300
EQUAL
FRAMELESS TOUGHENED CLEAR GLASS
BALUSTRADE BY SPECIALIST
ALLOW FOR 75mmØ SLEEVE
SUBMERSIBLE WATERPROOF LIGHT FITTING BY
SPECIALIST. BACKING BOX TO BE PRECAST INTO
POOL SHELL. BALCONY
G
RC POOL STRUCTURE TO SE DETAIL
WITH 'XYPEX' CONCRETE ADMIX
PAINTED PLASTER - MARMORAN
FINISH
ALL TORCH-ON WATERPROOFING LAPS, JOINTS AND SEALS
STRICTLY TO WATERPROOFING SPECIALIST SUB-CONTRACTOR
DETAIL
'XYPEX' ADMIXTURE TO CONCRETE ON 1ST
FLOOR BALCONY
TO 1000mm BEYOND WEATHER STEP BY SPECIALIST
SUB-CONTRACTOR. REFER TO DETAIL
NO DATE AMENDMEN
PAINTED PLASTER TO FALL (MARMORAN FINISH)
FRAMELESS TOUGHENED CLEAR GLASS BALUSTRADE BY
SPECIALIST
STRUCTURAL SILICONE SEALANT BY GLASS BALUSTRADE
SUB CONTRACTOR
SPACER BY GLASS BALUSTRADE SUB CONTRACTOR
2 COATS 'RESIFLEX' WATERPROOFING INTO BALUSTRADE
CHANNEL
DETAIL 2
GENERAL
Any errors, discrepancies or omissions are to b
All work is to be carried out strictly in accordanc
shall be deemed to be incorporated herein. The
dimensions only. The contractor is to verify all l
and is to check the same against drawings befo
dimensions are in millimeters, unless otherwise
shall be the best of their respective kinds. Only
used in the Works. Materials to be permanently
used for any temporary purposes on site. All wo
manufacturer's written instruction. All specialist
applicators and executed in accordance with m
The approval of the Principal Agent shall be ob
where products or materials, etc. other than tho
HYDROPHILIC WATER BARS AT CONSTRUCTION
JOINTS AS PER SPECIALIST SUBCONTRACTOR
2 LAYERS 'POLYGLASS EVOLIGHT' TORCH-ON
WATERPROOFING WITH MIN 150MM LAPS
FIBRE-GLASS LINING BY SPECIALIST
FOR CONSTRUCTION
MIN 30mm CEMENT PLASTER
GRANITE TILE TO FALL. SPEC TO LATER DETAIL
22 Chepstow Apartments, Cape Town South Africa
PARKING AREA
1000
ROOF LEVEL +75.285
TOP OF ROOF +78.335
LEVEL FOUR +72.385
LEVEL THREE +69.485
LEVEL TWO +66.585
LEVEL ONE +63.685
GROUND LEVEL +60.785
16
17
9
10
11
12
13
14
15
18
16
10
14
15
paving to architect's later spec
DINING LOUNGE BALCONY
SITE
BOUNDARY
SITE
BOUNDARY
UNIT 101
UNIT 201
UNIT 301
UNIT 401
UNIT 501
SECTION B-B
CHEPSTOW ROAD
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
8
1
2
3
4
5
6
7
16
17
8
9
KITCHEN
KITCHEN
LOBBY
LOBBY
LOBBY
STAIRCASE
LOUNGE
LOBBY BALCONY
DINING LOUNGE BALCONY
KITCHEN DINING LOUNGE BALCONY
ENTRANCE
EXTERNAL STAIRCASE
BALCONY
10
11
12
13
14
15
18
2600
2600
2600
2600
2645
16
17
9
10
11
12
13
14
15
18
16
17
9
10
11
12
13
14
15
18
17
13
9
11
18
12
2650
2500
STAIRCASE
9 8 7 6 5 4 3 2 1
07
01
F3
50

54. portfolio of architectural works
ramp down
SITE
BOUNDARY
ROOF LEVEL +75.285
TOP OF ROOF +78.335
LEVEL FOUR +72.385
LEVEL THREE +69.485
LEVEL TWO +66.585
LEVEL ONE +63.685
GROUND LEVEL +60.785
A B C D E F G
B F
E
D
C
A G
51

55. 224 Ocean View Drive, Cape Town South Africa
9 8 7 6 5 4 3 2 1
ROOF LEVEL +75.285
TOP OF ROOF +78.335
LEVEL FOUR +72.385
LEVEL THREE +69.485
LEVEL TWO +66.585
LEVEL ONE +63.685
GROUND LEVEL +60.785
TOW ROAD
1000
GARDEN
SITE
BOUNDARY
concrete footing
to SE spec
agricultural
drain
PARKING AREA
NGL
2600
2600
2600
2600
2600
2750
AC AC AC
02
UNIT 302
UNIT 102
UNIT 202
UNIT 402
UNIT 501
FALL
FRAMELESS GLASS BALUSTRADE BY SPECIALIST. REFER TO
DETAIL 08
FALL
EQ. EQ.
FRAMELESS GLASS BALUSTRADES BY SPECIALIST. REFER
TO DETAIL 08
PAINTED SKIMCOAT
Y DETAIL
2 COATS 'RESIFLEX' WATERPROOFING INTO BALUSTRADE
CHANNEL
PAINTED PLASTER (MARMORAN FINISH)
PLASTERED DRIP
HYDROPHYLIC WATER BARS AS PER SPECIALIST
SUBCONTRACTOR SPECIFICATION
50Ø ALUMINIUM RAINWATER CHANNEL
DETAIL)
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING BY SPECIALIST
MIN. 30mm PRIMED SCREED TO FALL
FLOOR FINISH AS SPECIFIED ON PLAN ON MIN. 30mm
SCREED PROTECTION LAYER TO FALL
50
280
FALL
100
60
FALL
10
30
37
EQ. EQ.
RCH-ON
ECIALIST
REINFORCED CONCRETE TO SE DETAIL
PLASTERED DRIP
TAIL
PAINTED PLASTER
50
PLASTER TO FALL TO INSIDE
PLASTERED FILLET AS PER WATERPROOFING SUPPLIER'S
SPECIFICATION
STONE CHIP
280
REINFORCED CONCRETE ROOF SLAB TO SE DETAIL
FALL
100
60
FALL
37
EQ. EQ.
OUTSIDE
INSIDE FFL
85
ALL TORCH-ON WATERPROOFING LAPS, JOINTS AND SEALS
STRICTLY TO WATERPROOFING SPECIALIST SUB-CONTRACTOR
DETAIL
'XYPEX' ADMIXTURE TO CONCRETE ON 1ST
FLOOR BALCONY
TO 1000mm BEYOND WEATHER STEP BY SPECIALIST
SUB-CONTRACTOR. REFER TO DETAIL
GENERAL
Any errors, discrepancies or o
All work is to be carried out str
shall be deemed to be incorpo
dimensions only. The contract
and is to check the same again
dimensions are in millimeters,
shall be the best of their respe
used in the Works. Materials to
used for any temporary purpos
manufacturer's written instruct
applicators and executed in ac
The approval of the Principal A
where products or materials, e
NO DATE AM
FOR CONSTRUCTION
FLOOR FINISH AS SPECIFIED ON PLAN
MIN 30mm PRIMED SCREED TO FALL
FLOOR FINISH AS SPECIFIED ON PLAN
REINFORCED CONCRETE WITH TO SE DETAIL
15mm GRANITE TILE TO FALL (SPEC TO LATER DETAIL)
FRAMELESS TOUGHENED CLEAR GLASS
BALUSTRADE BY SPECIALIST
STRUCTURAL SILICONE SEALANT BY GLASS
BALUSTRADE SUB CONTRACTOR
SPACER BY GLASS BALUSTRADE SUB CONTRACTOR
2 COATS 'RESIFLEX' WATERPROOFING INTO
BALUSTRADE CHANNEL
DETAIL 05
SCALE: 1:5
DETAIL 04
SCALE: 1:5
MIN. 30mm SCREED ON RC SLAB TO SE DETAIL
REINFORCED CONCRETE SLAB TO SE DETAIL
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING BY SPECIALIST
MIN. 30mm SCREED PROTECTION LAYER TO FALL
15mm GRANITE TILE (SPEC TO LATER DETAIL)
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING BY SPECIALIST
PAINTED PLASTER - MARMORAN FINISH
RC CONCRETE WITH TO SE DETAIL
FALL
PLASTERED DRIP
PRIMED SCREED TO FALL TO FBO
'DORKEN' MS8 PROTECTIVE LAYER WITH GEO-TEXTILE FABRIC
FRAMELESS GLASS BALUSTRADE BY SPECIALIST. REFER TO
DETAIL 08
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING ON SCREED TO FALL
SPACER BY GLASS BALUSTRADE SUB CONTRACTOR
DETAIL
HIGH DRAIN FULBORE
SILICONE SEALANT BY GLASS BALUSTRADE SUB
CONTRACTOR
2 COATS 'RESIFLEX' WATERPROOFING INTO BALUSTRADE
CHANNEL
FALL
-WASHED
CHIP LAYER
NTER SOIL
50
280
PAINTED SKIMCOAT
100
EQ. EQ.
60
FRAMELESS GLASS BALUSTRADES BY SPECIALIST. REFER
TO DETAIL 08
PAINTED SKIMCOAT
Y DETAIL
2 COATS 'RESIFLEX' WATERPROOFING INTO BALUSTRADE
CHANNEL
PAINTED PLASTER (MARMORAN FINISH)
PLASTERED DRIP
HYDROPHYLIC WATER BARS AS PER SPECIALIST
SUBCONTRACTOR SPECIFICATION
50Ø ALUMINIUM RAINWATER CHANNEL
DETAIL)
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING BY SPECIALIST
MIN. 30mm PRIMED SCREED TO FALL
FLOOR FINISH AS SPECIFIED ON PLAN ON MIN. 30mm
SCREED PROTECTION LAYER TO FALL
50
280
FALL
100
60
FALL
10
30
37
EQ. EQ.
RCH-ON
ECIALIST
REINFORCED CONCRETE TO SE DETAIL
PLASTERED DRIP
TAIL
PAINTED PLASTER
50
PLASTER TO FALL TO INSIDE
PLASTERED FILLET AS PER WATERPROOFING SUPPLIER'S
SPECIFICATION
STONE CHIP
280
REINFORCED CONCRETE ROOF SLAB TO SE DETAIL
10
30
50
280
35
75
FALL
100
60
FALL
37
EQ. EQ.
OUTSIDE
INSIDE FFL
85
ALL TORCH-ON WATERPROOFING LAPS, JOINTS AND SEALS
STRICTLY TO WATERPROOFING SPECIALIST SUB-CONTRACTOR
DETAIL
'XYPEX' ADMIXTURE TO CONCRETE ON 1ST
FLOOR BALCONY
TO 1000mm BEYOND WEATHER STEP BY SPECIALIST
SUB-CONTRACTOR. REFER TO DETAIL
ERF 1358
22 CHEPSTOW RO
GREENPOINT
BALCONY & ROOF
15-41
1-50
2017-03-02
WORKING
15-41 WD 402
fax : 086 2361747
cell : +27 72 4126864
date
drawing type
drawing number
GENERAL
Any errors, discrepancies or o
All work is to be carried out str
shall be deemed to be incorpo
dimensions only. The contract
and is to check the same again
dimensions are in millimeters,
shall be the best of their respe
used in the Works. Materials to
used for any temporary purpos
manufacturer's written instruct
applicators and executed in ac
The approval of the Principal A
where products or materials, e
NO DATE AM
FLUX Architecture retains the c
the Copyright Act, Act 98 of 197
contravention of the act without
a r c h i
89a bree street, cape town
tel : +27 21 4247640
drawing title
job no
scale
project title
FOR CONSTRUCTION
FLOOR FINISH AS SPECIFIED ON PLAN
MIN 30mm PRIMED SCREED TO FALL
FLOOR FINISH AS SPECIFIED ON PLAN
REINFORCED CONCRETE WITH TO SE DETAIL
15mm GRANITE TILE TO FALL (SPEC TO LATER DETAIL)
FRAMELESS TOUGHENED CLEAR GLASS
BALUSTRADE BY SPECIALIST
STRUCTURAL SILICONE SEALANT BY GLASS
BALUSTRADE SUB CONTRACTOR
SPACER BY GLASS BALUSTRADE SUB CONTRACTOR
2 COATS 'RESIFLEX' WATERPROOFING INTO
BALUSTRADE CHANNEL
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING BY SPECIALIST
FLOOR FINISH AS SPECIFIED ON PLAN
MIN. 30mm PRIMED CEMENT SCREED TO FALL
DETAIL 06
SCALE: 1:5
DETAIL 05
SCALE: 1:5
DETAIL 04
SCALE: 1:5
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING BY SPECIALIST
MIN. 30mm SCREED PROTECTION LAYER TO FALL
FULLBORE OUTLET
MIN. 30mm SCREED ON RC SLAB TO SE DETAIL
REINFORCED CONCRETE TO SE DETAIL
PAINTED SKIMCOAT
REINFORCED CONCRETE SLAB TO SE DETAIL
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING BY SPECIALIST
MIN. 30mm SCREED PROTECTION LAYER TO FALL
HYDROPHILIC WATER BARS AS PER SPECIALIST
SUBCONTRACTOR SPECIFICATION
PAINTED PLASTER (MARMORAN FINISH)
15mm GRANITE TILE (SPEC TO LATER DETAIL)
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON
WATERPROOFING BY SPECIALIST
PAINTED PLASTER - MARMORAN FINISH
PLASTERED DRIP
REINFORCED CONCRETE TO SE DETAIL
RC CONCRETE WITH TO SE DETAIL
70mm WIDE x 35mm DEEP x 3.0mm THICK
ALUMINIUM CHANNEL LAID IN SCREED
52

56. portfolio of architectural works
SITE
BOUNDARY
B
C
15000mm
top
of
roof
height
restriction
SITE
BOUNDARY
59.44
61.77
NGL
EPSTOW ROAD
vertical
devision
ROOF LEVEL +75.285
TOP OF ROOF +78.335
LEVEL FOUR +72.385
LEVEL THREE +69.485
LEVEL TWO +66.585
LEVEL ONE +63.685
GROUND LEVEL +60.785
2
3
4
5
6
7
8 1
BASE LEVEL 2 63.385
2950
2900
2900
2900
3050
53

57. 22 Chepstow Apartments, Cape Town South Africa
ROOF LEVEL +75.285
TOP OF ROOF +78.335
LEVEL FOUR +72.385
LEVEL THREE +69.485
LEVEL TWO +66.585
LEVEL ONE +63.685
GROUND LEVEL +60.785
1500
CHEPSTOW ROAD
UNIT 302
3
SITE
BOUNDARY
UNIT 102
UNIT 202
fill
UNIT 402
LOUNGE
LOBBY
LOUNGE
LOUNGE
LIVING ROOM
LOBBY
PARKING AREA
2600
2600
2600
SECURITY
UNIT 501
Sump to SE detail, to be pumped to
municipal stormwater.
LIFT SHAFT
FIRE
LOBBY
GUEST
WC
agricultural drain
1500
LIFT LOBBY BINS
KITCHEN
LOBBY GUEST
WC
KITCHEN
LOBBY GUEST
WC
KITCHEN
GUEST
WC TERRACE
2600
2400
9 8 7 6 5 4 3 2 1
SITE
BOUNDARY
SECTION C-C
2750
GUARD
WC
2648
2400
1
2
280
1730
280 1500 230
POOL
RWDP 14
FBO
B
PUMP
A
B
280mmx1450mm RC UP/DOWNSTAND BEAM TO SE DETAIL
2271 2500 1145
230
900
2850mmx230mm
RC
COLUMN
ABOVE
TO
SE
DETAIL
6432
280 4662
E F G
D
75Ø INLET
SLEEVE
A
UNIT 101 POOL: PLAN
SCALE: 1:25
1730
75Ø SUCTION
SLEEVE
SCREED TO FALL
40Ø OVERFLOW SLEEVE
SCREED
TO
FALL
280
280
300
300
75Ø pool backwash pipe
280mmx1450mm RC UP/DOWNSTAND BEAM TO SE DETAIL
280mmx1450mm
RC
UP/DOWNSTAND
BEAM
TO
SE
DETAIL
840
1000
240
SECT
SCALE: 1
FRAMELESS TOU
BAL
ALLO
SUBMERSIBLE WATERP
SPECIALIST. BACKING BO
E F G
D
200
1250
410
840
PUMP
1450
1150
TOC 64.395
100
60
PLASTERED DRIP
PAINTED SKIMCOAT
ALLOW FOR
75mmØ SLEEVE
PAINTED PLASTER - MARMORAN
FINISH
SECTION A -A
SCALE: 1:25
FIRST STOREY FFL 63.685
TOC 63.145
TOC 63.555
UOC 62.945
PLASTERED COVES BY MAIN CONTRACTOR. POOL SPECIALIST
TO ADVISE ON DIAMETER.
HYDROPHILIC WATER BARS AT CONSTRUCTION JOINTS AS PER
SPECIALIST SUBCONTRACTOR SPECIFICATION
RC POOL STRUCTURE TO SE DETAIL
WITH 'XYPEX' CONCRETE ADMIX
PAINTED PLASTER - MARMORAN
FINISH
2 COATS 'RESIFLEX' WATERPROOFING
INTO BALUSTRADE CHANNEL
FALL FALL
EQUAL
50
280
FIBRE-GLASS LINING BY SPECIALIST
MIN. 30mm CEMENT PLASTER
2 LAYERS 'POLYGLASS EVOLIGHT' TORCH-ON WATERPROOFING
WITH MIN 150MM LAPS
FRAMELESS TOUGHENED CLEAR
GLASS BALUSTRADE BY SPECIALIST
2 LAYERS 'POLYGLASS' EVOLIGHT TORCH-ON WATERPROOFING BY
GRANITE TILE TO FALL. SPEC TO LATER D
280
1730
280 1500 230
POOL
RWDP 14
FBO
B
PUMP
A
B
280mmx1450mm RC UP/DOWNSTAND BEAM TO SE DETAIL
2271 2500 1145
230
900 2850mmx230mm
RC
COLUMN
ABOVE
TO
SE
DETAIL
6432
280 4662
E F G
D
75Ø INLET
SLEEVE
A
UNIT 101 POOL: PLAN
SCALE: 1:25
1730
75Ø SUCTION
SLEEVE
SCREED TO FALL
40Ø OVERFLOW SLEEVE
SCREED
TO
FALL
280
280
300
300
75Ø pool backwash pipe
280mmx1450mm RC UP/DOWNSTAND BEAM TO SE DETAIL
280mmx1450mm
RC
UP/DOWNSTAND
BEAM
TO
SE
DETAIL
840
1000
240
SECT
SCALE: 1
FRAMELESS TOU
BAL
ALLO
SUBMERSIBLE WATERP
SPECIALIST. BACKING BO
E F G
D
200
1250
410
840
PUMP
1450
1150
TOC 64.395
100
60
PLASTERED DRIP
PAINTED SKIMCOAT
ALLOW FOR
75mmØ SLEEVE
PAINTED PLASTER - MARMORAN
FINISH
SECTION A -A
SCALE: 1:25
FIRST STOREY FFL 63.685
TOC 63.145
TOC 63.555
UOC 62.945
PLASTERED COVES BY MAIN CONTRACTOR. POOL SPECIALIST
TO ADVISE ON DIAMETER.
HYDROPHILIC WATER BARS AT CONSTRUCTION JOINTS AS PER
SPECIALIST SUBCONTRACTOR SPECIFICATION
RC POOL STRUCTURE TO SE DETAIL
WITH 'XYPEX' CONCRETE ADMIX
PAINTED PLASTER - MARMORAN
FINISH
2 COATS 'RESIFLEX' WATERPROOFING
INTO BALUSTRADE CHANNEL
FALL FALL
EQUAL
50
280
FIBRE-GLASS LINING BY SPECIALIST
MIN. 30mm CEMENT PLASTER
2 LAYERS 'POLYGLASS EVOLIGHT' TORCH-ON WATERPROOFING
WITH MIN 150MM LAPS
FRAMELESS TOUGHENED CLEAR
GLASS BALUSTRADE BY SPECIALIST
54

58. 55
portfolio of architectural works

59. 56
22 Chepstow Apartments, Cape Town South Africa

61. /
Get in touch.
oloo.raymond@gmail.com