Architecture Portfolio Detailed | Vikash Parbhoo

VIKASH PA R B H O O

ARCHITECTURE PORTFOLIO

Master in Architecture | University of Cape Town Bachelors in Arch. Tech Candidate Architect | Designer | Photographer

2020

HELLO, I AM VIKASH. Welcome to my creative world. I am a creative thinker, hard-working individual who is passionate about designing for environmental, social and infrastructural cohesion.

This portfolio of work expresses and explores my interests in the realm of architectural design, detailing, visualisations and photography. This includes selected work produced during my postgraduate and undergraduate studies. The remainder includes a few key projects which I have worked on in practice as well as freelance visualisation works.

My passions in the built environment have always encompassed the connection that nature has on humans and their behaviour. This involves the relationship that people have through interacting with a site, a certain material, light and dark spaces, small or large spaces as well as the elements that offer sustainable value to communities. I hope you enjoy this journey through my work, as much as I enjoyed producing it.

vparbhoo94@gmail.com | +27 (0)76 6045 234

Selected University Work Masters - Breaking Boundaries BAS (Hons) - Testing Urban Ground BAS (Hons) - Maitland Socio-Eco Hub BAS (Hons) - Venlo City Hall Facade Bachelors - Creative Learning Hub Bachelors - Lotus Park Diploma - Womens Shelter Detailing Diploma - Staircase Detail Design

3 4 12 18 22 23 26 28 30

Professional Work Experience Abuja Hotel Kigali Smart City Axis Apartments Mthatha Casino Matrix Redevelopment

31 32 33 34 36 37

Architecture Visualisation Work 38 Interiors 39 Exteriors 41

All images indicated have been produced and belong to the authour of this portfolio, unless otherwise stated. This portfolio or any portion thereof may not be reproduced or used in any manner whatsoever without the express written permission of the authour.

Copyright: Vikash Parbhoo Š 2020 Cape Town, South Africa

2

SELECTED UNIVERSITY WORK

Postgraduate (UCT) Master in Architecture BAS (Honours) Undergraduate (CPUT) Bachelors in Arch. Technology National Diploma in Arch. Technology

3

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This dissertation aims to rethink how we are exposed to media and how breaking the boundaries of conventional ideologies can result in a more interactive and transparent platform, which moves away from existing stateled, singular-functioning and unresponsive broadcasting buildings.

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These ideas build upon the notion of democratic and responsive public space as well as the accessibility of media communicated to the broader public.

Design based strategies are presented in aid of the transparency that broadcasting buildings demand, to become socially responsive with diversified functions. The aim of this is to shift publics opinion of broadcasting to a more positive opinion that considers it to be receptive rather than authoritative.

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For many decades, singular-functioning broadcasting institutions, designed without accommodating for change, have controlled media distributed to the public. The intrinsic relationship of these building forms that lack public responsiveness is prevalent, creating a separation between the pedestrian and the built fabric. The design engages and challenges the existing, rigid, closed-off building with the introduction of a new social narrative by means of collaborative, cross-programmed spaces.

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This dissertation explores adaptive-reuse as a means of democratizing the SABC institution in Cape Town. The design inquiry explores an architectural response propelled with a desire to achieve transparency in broadcasting while articulating a relationship between public and private. The outcome of this is a proposal that allows the creative nature of architecture to facilitate the role of bringing people together in an age of digital media stored in the cloud.

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Date: Location: Type:

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Masters Dissertation - Studio Adapt

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office building external atrium void technical wing

security controlled public access

internal vertical void fromstaff basement restricted access from parking

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full-height vertical duct void

4880sqm erf 2560sqm existing building footprint

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studio building and auditorium

Void privatespace vehicular access

Function

35m max height with 9m setback after 25m in height

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limited pedestrian access during controlled hours

repurposed and extended external atrium space

auditorium

4.5m street boundary setback until 25m in height

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new triple volume public internal foyer acoustic doors leading space skylights space into with the auditorium

foyer

security controlled doors leading into the auditorium foyer erf boundary

gated pedestrian access controlled for use of the auditorium during restricted hours only

private vehicular access controlled delivery access

limited pedestrian access during controlled hours

Controlled access point 5

Auditorium threshold access auditorium

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Existing building analysis

sidewalk along st.james road

erf boundary

restricted staff access from parking

road

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controlled delivery access

4.5m common boundary setback after 15m in height

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north-face rooftop activated into a public and talk show lounge

repurposed and extended external atrium space

blank auditorium roof activated into a public plaza

subtle clip-on glass box abve auditorium entrance

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new triple volume public internal foyer space with skylights

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ground level curve to respond to street edge and contrast the existing monolithic face

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new skylights for light to filter the deep floor plates of the studio building

carve away internal void space

subtle clip-on glass box overlooking ground floor plaza

activate the desolate rooftops

clip-on boxes

retain existing height of front building

existing dual lift and stair core

transparent lift shaft

new lifts in existing shaft to service upper floors and existing studio building

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outdoor event and performance space

subtle clip-on glass box abve auditorium entrance

activated rooftop extension of existing fire core

extended fire core

new bulk above the existing auditorium structure, with facade angles that respond to the existing front buildign

new glass fire activated rooftop gasket at ground level

new circulation within internal foyer space

bulk lifted on ground floor plaza pilotis

new bulk atop existing studio building

new and existing vertical circulation

Design-based strategies towards adapting the existing

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ground level curve to respond to street edge and contrast the existing monolithic face subtle clip-on glass

existing box overlooking fire cores ground floor plaza

Breaking boundaries, envisioning a transparent, interactive and flexible future for broadcasting and media. roof

integrated solar pv and green roof

panoramic view of sea point promenade

views towards lions head multipurpose space

day and night talk show space

floating box raised on pilotis and supported with steel columns and cellular beams perforated bricks at the corners, constructed from the demolished bricks on-site

talk show space

external garden route which connects to the new rooftop space

activated rooftop garden with soft and hard paving patterns for the public and building users to occupy

education

public plaza overhead glass clip-on box

void

garden

structural void space

view overlooking sea point high school

gallery seating

server room

256 seater auditorium

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new auditorium gallery seating to replace existing and isolated private-boxes

office studio

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Design-based strategies towards adapting the existing

3D section of existing auditorium of value, with added bulk 7

Public

Production

external plaza, gardens, rooftop event space, social gatherings

broadcasting offices, podcast studios, newsroom, freelance pods, co-working

Longitudinal Section

skylight punctures allowing natural light to fill the new internal foyer space

existing concrete column and beam structure retained

Theatre

Education

public auditorium, gathering space, talk show, outdoor social theatre

content production space, study space, multimedia e-learning space

views into the foyer below

public plaza

maintenance void

foyer access to lift lobby

basement

Amenities

Services

broadcasting library, cafes, restaurants, seminar rooms, lounges

ablutions, lobbies, equipment, storage, server rooms, vertical circulation

Programme of Space

rainwater harvesting and solar battery store in the basement level

internal foyer activated seating and circulation space within the foyer

3D section of full-height foyer space with overhead skylights 8

dual circulation and hot-desk work space overlooking the triple volume foyer

21 20

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meeting booths

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rockpool restaurant

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TAPAS RESTAURANT

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LIFT LOBBY

sand pit

waiting lounge

5

gasket

outdoor stage

raked seating

music performance educational talks film screenings conferences

store

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OUTDOOR PUBLIC PLAZA AND PERFORMANCE SPACE

market space external seating

in/out

waiting lounge

b.o.h.

public entrance

tickets and info desk

28

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soft landscaping

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in / out

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seating pods

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new paving patterns

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exist. fr.

auditorium lobby

erf boundary

outdoor terrace

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Q FREELANCE PODCAST STUDIOS

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rm. 3

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stairs up existing sidewalk

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existing auditorium entrance

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VEHICULAR ACCESS

access control

raised seating platform

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exist. wc

ABLUTIONS

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exist. wc

store and plenum below

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store

landing

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Second Floor Layout (library, auditorium and staff space)

Level 2 (new) SCALE 1 : 200

audio control

202 lower tiered seats 54 new gallery seats

breakout auditorium space social gathering space exhibition space casual lounge

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30

recording rm.

256 seats

23

in/out

31

29 PUBLIC FOYER

24

lighting rm.

33

vehicular drop-off and delivery lane

bar area

pedestrian ramp up

raised platform

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35

translator rm.

EXISTING AUDITORIUM

seating pods

25

new gallery 54 seats

lobby access RADIO STUDIO

exist. wc

reading area

backstage entrance

live music performance public gatherings

1

34

security office

controlled access

raised platform

3

26

open shelves

BACKSTAGE

exist. fr.

A

auditorium seating below

exist. fr.

art display

LOBBY

2

equip. store

exist. fr.

6

A

A

new lifts

27

exist. wc

foyer open to below

B

concierge and reception

control access

exist. fr.

prep. space

para.

meeting area

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fr. exit

wc

ATRIUM

existing sidewalk

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office

office

MASTER SERVER & CONTROL

security access

office

dry store

controlled access

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ramp below

ENTRANCE FOYER

8

AD

30 gasket

info area

cold store

35

ceiling void

gallery seating

KITCHEN

public and private access

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digitizing rm.

open-plan work space

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wash-up

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raked seating and stairs up

ARCHIVES

GRAPHIC DESIGN STUDIO

BROADCASTING OFFICES

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34

audio archives

exist. fr.

booth

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P

cleaning rm.

LOBBY

controlled access

booth

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restaurant lobby

controlled access

exist. wc

4

erf boundary

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meeting rm.

3

barista & p.o.s counter

ramp up

exist. fr.

technical office new lifts

SOCIAL LOUNGE

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open to below

vending machines

exist. wc

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wc

para.

open to below

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LIFT LOBBY

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theatre equip. store

balcony

ramp below from basement

15

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B

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traffic calming device and pedestrian crossing

S

MAIN STUDIO

9

AA

soft landscaping

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OUTDOOR THEATRE

seminar rm.

10 shelbourne apartments

22

20

Q

gasket

11

21

P

waiting area

12

SEA POINT PROMENADE

RAISED PAVING

control rm.

rm. 1

10

Z

sidewalk

rm. 2

9

external seating below

LIFT LOBBY open to below

bike

bike

8

drop-off and loading

new lifts

7

ST. JAMES ROAD

fr.

exist. wc

6 bike

bike

drop-off and loading

new fr. escape

presentation rm.

LOBBY

reception

EXPRESS WELLNESS LOUNGE

5 exist. wc

4 sidewalk

E-LEARNING OFFICES

3

33

giant chess set

31 35

wc

open to below smoothie bar

para.

wc

30

A

potential connection between the school and st. james rd.

2

rec rm. 1

serving counter

1

raised platform

29 new skylights

rec rm. 2

28

rec rm. 3 content creation

mini astro turf field

fr. stair

PUBLIC ROOFTOP PLAZA

hard landscaped netball court

SEA POINT HIGH SCHOOL

A

26

covered outdoor seating

A

mini astro turf field

27

garden below

rec rm. 4 exist. fr.

line of structure above

B seating pods

C

25

new skylights

rooftop landing

24 soft landscaping

23

V

Ground Floor Layout (primary internal and external public space)

Fourth Floor Layout (rooftop space) Level 4 (new)

Ground (new) SCALE 1 : 200

9

W

X

Y

Z

underperforming north-facing windows with bubbling laminate replaced with new ones existing exposed brick facade with modular windows retained

deep vertical sections to support horizontal devices

EXTERNAL MULTIPURPOSE EVENT AND PERFORMANCE SPACE

non-slip external tiled finish on tile adhesive, laid on min. 25mm screed to fall towards fullbore outlet, on stepped derbigum SP4 torch-on waterproofing system or similar approved, on bondek slab.

1000

W

FFL +26 150

100mm concrete upstand beam, with tapered edge to fall towards balcony.

400

solid

150 50

Seventh 26100

automatic block-out roller blinds and concealed box, fixed to 70x165mm g.m.s c-channel, fixed to primary structure.

bespoke m/s track lighting unit above talk show home-base, fitted with t-brackets to the exposed steel beam.

solid

new horizontal manually operable solar pv shading devices

fixed

100-120mm thick insulation boards packed between steel beams.

new fixed shading devices to frame the existing windows, to manage to morning to midday sun

new custom clip-on planter boxes fixed to existing concrete frame structure

fixed

custom shading device beyond, at a 35deg. angle comprising of a thin photovoltaic film with an anti-reflective coating, sealed with silicone to a flat anodized aluminium plate, fixed to the structural tee section.

INTERNAL DAY / NIGHT TALK SHOW SPACE

A

C

single 110mm external brick wall, unpainted and unplastered laid in a stretcher bond.

solid

single inner leaf aluminium spandrel panel with mdf and xps insulation core for impact resistance and stiffness.

existing 200mm thick reinforced concrete wavy rooftop form, plastered and painted and made good.

movable bespoke timber plinth

30mm thick hardwood floarboard finish, glued together, on water-resistant rubber soundproofing membrane on lightweight screed on bondek flooring.

existing exposed brick facade with modular windows retained

FFL +21 330

plastered cill to fall towards planter box.

single 110mm leaf external perforated brick wall, laid in a stretcher bond, sourced from the existing demolished bricks on-site.

derbigum torch-on waterproofing membrane to curve up mortar bed and over existing brick plinth wall.

existing 300x500mm deep reinforced concrete downstand beams, sandblasted and made good.

custom unequal hot-dipped g.m.s angle, chemically anchored into concrete upstand, to support external brick leaf above. existing anodized aluminium window sections, fitted with 6mm laminated safety glass, re-sealed with approved polyurethane sealant and made good.

new 150mm thick composite bondek floor slab, with self-drill, self tap screws fixed to sheeting, on steel beam structure permanent bondek steel shuttering

existing 280mm external cavity wall, plastered and painted internally with an exposed finish externally.

external non-slip 15mm tiled floor finish on 30mm epoxy screed to fall towards stomwater channel connected to concealed fullbore, on bitumen torch-on waterporrifing membrane, turned up at corners.

m/s bolts @ equal spacings chemically chemically anchored to flange bracket and steel structure

200x400mm deep hot-dipped glav. m/s secondary beam.

internal 15mm tiled floor finish on 30mm epoxy screed on existing reinforced concrete floor slab.

FFL +17 295 Fifth 17250

openable

bespoke aluminium tapered shading device to fit the width of the existing south-facade fenestrations, with a 520mm deep upper leaf, tapered to min. 100mm, with a matte finish to mitigate glare, fixed to g.m.s angles, to existing structure.

330x3300mm resimat self-adhesive membrane as collar over rainwater drain flanges

cool air

cross ventilation

steel column base fixed to m/s stiffened base and existing slab with expansion bolts, to transmit moment and axial force between the new steel member and existing concrete substructures.

fixed

openable

warm air

FFL +13 700

new bespoke clip-on fibre cement planter box along north facade, bolted to steel angles and chemically anchored into existing reinforced columns.

Fourth (back) 13650

50

horizontal shading devices connected to a pulley track, with a 10mm dia. rod to adjust the devices manually.

RECORDING ROOM

E-LEARNING CONTENT CREATION OFFICES

column line beyond

custom shading device, comprising of a thin photovoltaic film with an anti-reflective coating, sealed with silicone to a curved anodized aluminium section, manually rotatable on 30mm dia rods, connected to vertical g.m.s flat plate sections.

EXTERNAL PUBLIC PLAZA

new 300x300mm hot-dipped g.m.s universal column @ 3450mm c/c, as per str. eng specifications.

internal skimmed and painted 15mm acoustic ceiling boards, fixed with screws to 38x38mm treated SA pine branderings @ min 650mm c/c with min. 80mm insulation layer in ceiling void.

openable

openable

beam line beyond

350

10mm internal vinyl floor finish on 30mm epoxy screed on existing reinforced concrete floor slab.

15mm dia m/s tension rods bolted to m/s angles and anchored into existing concrete structure.

new tiled finish on all external rooftops, with expansion joints, on cementitious membrane, on min. 30mm cement screed to fall towards outlets.

FFL +14 140 Fourth 14100

existing 300mm thick RC slab.

110x865mm hot-dipped galv. m/s equal angles chemically anchored into existing concrete structure, fixed to the u/s of the the planter box and vertical aluminium sections.

existing sandblasted 600x600mm reinforced concrete downstand beam.

beam line beyond

BROADCASTING EDITING

NEWS ROOM

Detail B

openable

openable

new anodized aluminium window sections with fixed and openable window modules, fitted with 6mm laminated safety glass, sealed with an approved polyurethane sealant.

4050

300x400mm deep hot-dipped glav. m/s primary cellular beams, fixed to m/s flange bracket and columns.

new double 15x300mm hot-dipped galv. m/s vertical flat-plate sections bolted to protruding m/s equal angles, to support horizontal shading devices.

pvc irrigation outlets for plater boxes, connected to rainwater harvesting tanks with a drip timer, concealed between alumium vertical flange sections.

195 5

openable

FFL +17 945 Fifth (back) 17900

fixed

openable

column line beyond

exterior face (north)

existing reinforced concrete spandrel panel along balcony @ 1000mm AFFl.

140x170mm concrete upstand cast insitu, to support cavity wall.

exterior face (south)

KITCHEN

STAFF AND STUDENT CANTEEN

column line beyond

openable

anodized aluminium double lead sliding door, with internal sliding leafs, fitted with 8mm thick laminated safety glass panels and sealed off with a polysulphide expansion joint between internal floor finish and sliding door frame.

INTERNAL E-LEARNING READING AREA

280mm thick cavity brick wall, laid in a stretcher bond to match the existing brickwork pattern, plastered and painted internally and exposed externally.

beam line beyond

existing concrete structure retained

natural ventilation

220x75mm internal brick cill.

existing single leaf 110mm unplastered, unpainted masonry wall.

existing 400x200mm reinforced columns beyond, plastered and painted.

natural ventilation

2750

FFL +20 450

exterior face

new fixed shading devices to frame the existing windows, to manage to morning to midday sun

internal sliding window fitted with anodized aluminium frame and 6mm thick openable laminated safety glass panels.

max. 650mm planting soil on geotextile fabric, laid on stone chips, on a dimple drain layer, on derbigum torch-on waterproofing membrane on min. 30mm screed to fall towards fullbore outlet, on existing 200mm reinforced concrete roof slab.

column line beyond

deep profile anodised aluminium frame for glazing above 2250mm, fitted with 4mm thick fixed laminated safety glass panels.

new 230mm brick wall planter box, plastered and painted.

600

Sixth 20400

fixed

single inner leaf aluminium spandrel panel with mdf core, fixed to the u/s of the bondek steel shuttering.

non-slip external tiled finish on tile adhesive, laid on min. 25mm concrete screed to fall towards fullbore outlet, on stepped derbigum SP4 torch-on waterproofing system or similar approved, on existing reinforced concrete roof slab.

400

solid

EXTERNAL PUBLIC ROOFTOP BAR AND EVENT SPACE

new bespoke timber bar serving area, fixed to existing concrete columns.

timber screen beyond

existing 250x150mm concrete columns to support canopy, plastered and painted.

150 80

Sixth (back) 21250

openable

removal of existing brick walls surrounding the underside of the wavy rooftop form.

non-slip external tiled finish on tile adhesive, laid on min. 25mm concrete screed to fall towards fullbore outlet, on stepped derbigum SP4 torch-on waterproofing system or similar approved, on existing reinforced concrete roof slab.

column line beyond

Exploded axonometric of South Facade shading elements

exterior face

Exploded axonometric of North Facade shading elements

openable

305x152mm hot-dipped g.m.s structural tee section with tapered ends, bolted to primary vertical column c/c, to support horizontal shading elements.

4220

existing concrete structure retained

existing concrete structure retained

SCALE 1 : 20

North and South Facade Section - Office Building

existing 300mm thick internal wall, which forms part of the auditorium superstructure.

Strip Section - Added bulk above auditorium 10

AUDITORIUM STRUCTURAL VOID SPACE

Creating cross-programmed space across multiple levels for broadcasting, education and the public.

views towards lions head solar

sun

shade

views towards sea point high school

views towards the ocean and robben island

promenade views

sea point high school sea point promenade

st james rd.

beach rd.

11

TESTING URBAN GROUND BAS Honours - Simulated Office Group Project In collaboration with M. Klose, M. Haselau and B. Croome.

Date: Location: Type:

2018 District Six, Cape Town Inner-city Housing

The following project, situated on the edge of District Six attempted to propose ideas and prepositions that challenge the normative of Social Housing.

Many of the memories within the community of District Six are lost but nor forgot. The unity within the community, the social activities amongst children and walking as a constant means of egress are many key thresholds to be reimagined.

The scheme’s main architectural objective is to facilitate urban access beneath the threshold of the building by providing a levelled and raised plinth to the main road. This portion of the underside of the building addresses visual access concerns to the castle of Good Hope as well as frame vistas to this historical setting. The materiality of the North facade is directly informed by its urban presence, in response to the historical context while the South facade is broken and has variety in silhouette.

The scheme accommodates a restitutional housing proposal located on the ninth floor of the building. This space provides opportunity as a halfway house to formal restitutional housing located near to the CBD with employment opportunity. Locating these resititution units on the roof level inverts the typical model, by giving prime real estate to those which inherently may not have received it, while still associating its inner spaces with adaptive and easily appropriated infrastructure in a domestic scaled typology.

12

Facade Panels Design Development

Box Girder Design Development Roof Design Development

Co-Working Access Design Development

1. Lattice Truss

1. Initial poor link between ground floor and co-working

Steel construction option.

Cost implications

Apartment

Apartment

2. Inhabited Transfer Large spans possible but compromised space with 1. Roof profile Initially the roof angled in towards the access only small openings courtyard at the restitution level. possible

3. Pre-cast in sections Off site prefabrication.

Very difficult to transport due to size of sections Apartment

Apartment

1. Straight Stack pre-cast panel Difficulty in fixing to existing concrete slab and ensuring panels remain aligned

2. Straight stack with steel cleat Opportunity provided for easy fixing to concrete slab however over complicated the assembly process

2,Idea of connectivity through ’gasket’ circulation added to outside of building.

3. Pre-cast concrete nib Homogeneous panel cast in place with rebar entering panel voids

Public Realm Design Development

4. Concrete nib with drip profile drip diagonal profile to reduce water ingress.

3. Resolved as a double height circulation foyer that cuts through the box girder and connects public areas, co working and roof terrace

4. Cast in situ

2. Opening up

Unit

Cast on site with Increasing the width of the courtyard and angling specialist form work. the roof up increase the feeling of space and Ribbed diaphragm and allows more daylight in voids for services

Public Realm Design Development Box Girder Design Development

1. Building on independent site,

2. Spill out spaces, immediate

Co-Working Access Design Development parking alongside surrounding spaces used by

Facade Panels Design Development

building

Pragmatics strategies and inquiries which lead to critical design based decisions.

1. Building on independent site, parking alongside

2. Spill out spaces, immediate surrounding spaces used by building

3. Market - open and undefined spaces along access axis and thresholds

4. Defined and programmed spaces of recreation and small gatherings.

Public Realm Design Development

13

4

5

6

7

10200 5100

5100

5100

5100

5100

5100

4

1

CD_206

CD_201

new tree

new tree

A

new tree

new tree

Site Boundary AB = 38100mm

Site Boundary AB = 38100mm

Planter FBO u/s bench

fall

28 0

5115

m 34

18 00 12 00 12 00 66 00 45 00 28 0

1 LAD_202 CD_202

2745

40 0 13 13 5

1800 1890

5095

A7

230

77 20

122 D4

1825

121 D4

TOILETS 19m2 hd tiles

855 90 820 125 855 90 230

90mm concrete block wall, plastered and painted.

90

120 D4

230

whb whb whb

bowl

15 60

1645

mechanically ventilated

para.

D11 123

110 1565 90

wc

230mm brick wall, plastered and painted.

810 81 00 17 80 17 80

38 0

11 95

Public Entrance

A6

38 20

38 0

42 00

12 25

issued for

38 20

CONSTRUCTION

40 0

42 00

2018_10_12

A4

URBAN STUDIO

54 60

St or str m w ee at t s er tor ru m n-o wa ff ter to f dr all t ain o ag on e

15 14 0

93 15

Pla de nte tail r b s a ox nd as sp per ec 'p ific lan atio te ns r'

500mm deep planter box to accomodate medium size planters and hedges. Planter composed of 200mm planting soil layer on 50mm gravel layer on geotextile fabric on specialized drainage membrabe on bitumen torch-on waterproofing membrane to drain to a bottel-cove along perimiter, towards outlet, on 200mm reinforced concrete slab.

28 0

project

1

34

CD_206

H:

St or m

VIKASH PARBHOO MATTHEW KLOSE MATTHEW HASELAU BRADLEY CROOME 81 00

m 0m 1 0 Se 0m tb m ack - 2 Lin 50 e 00 45 m 50 m m /2 m = 45 5

to wa str ter a ee nd t le p ve lan l s te to r o rm v wa erflo ter w dr to ain dr s ain

fall

A8

A5

200mm concrete block work wall, plastered & painted

75 00

Bar Seating

118

36 20

230 3720

4180

14 23 10 0 16 5

96 05

wc

Structured Seating

50x75mm treated hardwood vertical louvres, fixed on 100x75mm horizontal batterns as a feature and shading device for restaurant, fixed to external brick wall to latter detail.

B16

28 0

PREP / SERVING tiles on screed

External pre-coated aluminium windows (fixed and outward swing opening modules). Fitted with clear safety glazing.

1 : 100

12 00

MECH. RISER

void

Total Seated Occupation: +/- 65-75 People

280mm external cavity brick wall, unplastered and unpainted

1 LAD_1000_(Plan)_L0_Ground Floor

48 85

COLD STORE

tiles on screed

60 0 St or m str wat ee er t le ru ve n-o l s ff to to rm fa wa ll a ter nd dr dra ain in s to

m

55 40

OFFICE tiles on screed

STORAGE non-slip on screed

Occupation: F1 - Large Shop

m

Stairs Up

23 0

114

D10 124

50

2100

fa ll

D2

115

Toilets: 19m2 Serving Area: 26m2 Storage + Office: 24m2 Seating Area: 261m2 Total: 330m2

Min. 1:12 Gradient pedestrian and wheelchair RC ramp.

Ramp to have a brushed finish or approved non-slip finish

1200

duct

wc

RESTAURANT / DELI

12 00

10 Se 0m tb m ack - 2 Lin 50 e 00 45 m 50 m m /2 m = 45

line of building above

fa ll

49 5 60 05

2 CD_206

Tile S.O.P

fall

34

Open Seating

External public stairs. 600x1200mm concrete pavers, on min. 35mm screed on RC slab

1200

17 70

CD_206

D6

13 00

113

D2

28 0

CD_201

FIRE ESCAPE STAIR 2 22m2 grano screed

Coffee Station

1:12 Gradient Ramp

28 00

3

200 x 400mm rectangular RC column to Structural Eng Specifications. Plastered and painted, all round.

200 x 400mm rectangular RC column to Structural Eng Specifications. Plastered and painted, all round.

St or m str wat ee er t le ru ve n-o l s ff to to rm fa wa ll a ter nd dr dra ain in s to

1

H:

Freeing up the ground plane, for the public to re-purpose and occupy.

Stormwater run-off to fall towards ground FBO, to drain to street level stormwater drains

fall

fall

18 00

4300

280

116

Public Entrance

2500

2300

670

4850

Void Open to Above

80 0

220

3335

D6

External 600x1200mm concrete pavers, on min. 35mm screed to fall on RC slab, to spec.

2900

10450

fall

Stormwater run-off to fall and drain to drain to street level stormwater drains

fall

fall

6540

1900 845

117

LIFT SHAFT 3

17 70

4880

2170

D3

Feature timber screen to later detail, as per manufacturers spec.

28 0

220

1500mm x 2100mm Class B 2hour rated steel fire door, inward opening to Fire Escape Stairs, down to Basement.

1200

39 95 D2

D10 119

1600 220

1800

D10 112

2700

15 71 5

LOBBY 42m2 tiles on screed

RC stair with vinyl finish, as per manufacturers spec.

3100

J

220

23 0

280mm external cavity brick wall, plastered and painted

6195

to

Wheelchair

5200

7000

6540

5980

fall

109

83 20

2115

26 56 0

280 825

104 D8

D10 108

ENTRANCE / EXIT

FIRE STAIRWELL 1 24m2 grano screed

470

600

20085

5485

1700 5205

1600

700 D3

tiles on screed

800

1405

CD_202 LAD_202

wa str ter a ee nd t le p ve lan l s te to r o rm ve wa rflo ter w dr to ain dr s ain

I

LIFT LOBBY 10m2 tiles on screed

Occupation: A1 - Entertainment and public assembly

280

111

29m2

St or m

3795

1

RESIDENTIAL LOBBY

D19 107

MECH. RISER

220 2100

D6

220

H S DE ite = Bo u 56 nd 85 ar 0m y m

385 110

LIFT SHAFT 2

1395 Public Entrance

OUTDOOR PUBLIC MARKET SPACE

6895 1195

4880 1370

1535

LIFT SHAFT 1

FR

D11 106

1675

5160 280

58 20

1200

Security

105

110

103

D8

230 2260

18220

110 200 600

220

H:

St or m str wat ee er t le run ve -o l s ff t to o rm fa wa ll a ter nd dr dra ain in s to

19405

SERVICE RISER

D6

Tile S.O.P

C

10400 3505 28 0

D10 102

D2

Planter

1800

A3

Testing Urban Ground 10 Sir Lowry Road District Six, Cape Town Site

ERF 117666 drawing

Ground_Storey

Planter box as per 'planter' details and specifications

B15

Signature

A2

Architect

Client

76 00 S DE ite = Bo u 56 nd 85 ar 0m y m

Ground floor layout

B14

14

S CD ite = Bo u 56 nd 56 ar 0m y m

G

E 1000

F

2000

S EF ite B = ou 14 nd 23 ar 0m y m

E

101

ENTRANCE / EXIT

WC 3.2m2 tiles on screed

1495

230mm brick wall plastered and painted. Bathroom to be mechanically ventilated

34

2700

D

D1

Occupation: F2 - Small Shop

280mm external cavity wall, plastered and painted

Resident letter boxes

7720

m m

805

10 Se 0m tb m ack - 2 Lin 50 e 00 45 St m 50 air m m sU /2 m p = 45

50

C

COMMERCIAL SPACE 31.5m2 tiles on screed

fall

fall

380 fall

5195

4235

m 4550m 4550mm k Line = Setbac 000mm / 2 25 0mm -

Aluminium frame, with toughened glass panels.

line of building above Powerpoint gulley under pivot cap and lock and key

m

H: 3410

fall

line of building above

3250

fall

1600

m 4550m 4550mm k Line = Setbac 000mm / 2 25 0mm -

280

2085

H: 3410

280

280

230

4850

Stormwater run-off to fall towards ground FBO, to drain to street level stormwater drains

fall

St or m str wat ee er t le run ve -o l s ff t to o rm fa wa ll a fall ter nd dr dra ain in s to

S EF ite B = ou 14 nd 23 ar 0m y m

1670

2445

280

ary nd o u mm e B 90 Sit = 74 BC

4760

Stormwater run-off to fall towards planter and below and street level stormwater drains

CD_206

Seating boxes, with lockable storage underneath

0m m 0m = 455 55 e4 m/2 Lin ck 000m tba Se - 2 5 mm 00

10450 280

Setback Line 4550mm H: 34100mm - 25000mm / 2 = 4550mm

Seating boxes, with lockable storage underneath

341

B

Seating boxes, with lockable storage underneath

H:

F

A

Seating boxes, with lockable storage underneath

1800

Timber Bench

200

FBO u/s bench

Timber Bench

t/o Balustrade @ 1000mm AFFL

FBO u/s bench

0m

FBO u/s bench

Timber Bench

42 00

FBO u/s bench

520

10 S e 0 m tb m ack -2 L 50 ine 00 45 m 50 m m /2 m = 45 5

FBO u/s bench

Timber Bench

4 undary Site Bo 0mm 88 FA = 29

1080 200

Planter

FBO u/s bench

Timber Bench

B

420

undary Site Bo 0mm 88 FA = 29

420

new tree

General Notes • The design on this drawing is copyright and remains the property of Urban Studio.

• All work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations.

• The scaling of this drawing for construction purposes is not permitted.

• All dimensions and levels are to be confirmed on site prior to construction.

• Any discrepancies are to be reported to Urban Studio immediately.

• Urban Studio and team accepts no responsibilty for errors resulting from misinterpretation of this drawing. revisions rev date description name

S CD ite = Bo u 56 nd 56 ar 0m y m

5100

10

440

5100

9

1530

5100

8

10200

7275

3

12 00

2

H:

1

D

project number

drawing number

20180901

CD_104

10/05/18

1 : 100 @ A1

first issue

A1

scale

revision

General Notes • The design on this drawing is copyright and remains the property of Urban Studio.

• All work is to be carried out in accordance with the N.B.R. SANS 10400 and applica authority regulations.

• The scaling of this drawing for construction purposes is not permitted.

• All dimensions and levels are to be confirmed on site prior to construction.

• Any discrepancies are to be reported to Urban Studio immediately.

• Urban Studio and team accepts no responsibilty for errors resulting from misinterpretation of this drawing. revisions rev date description name

Site Boundary AB

Setback Line from 25 000mm 4550mm

A

A

B

C

D

E

5905

1670

F

G

H

I

8305

4235

805

2700

J

5200

2000

1000

1800

3795

1405

Kliplok on 100x75mm cold rolled hot. dipped galv. m/s C Channels at 1200mm c/c on 200x75mm m/s UB Rafters with 35mm rigid board insul. 6mm rhino board ceiling

2540

Height Restriction = 38000mm

730

150

Storage / Mezzanine level

2400

150 x 150mm P.A.R. sealed SA Pine post fixed to 200mm RC slab with custom steel base plate

1000mm Toughened safety glass balustrade beyond, to specialist detail on 90x66x8mm GMS channel fixed to RC slab, as per manufacturers specs.

Open-plan office space

Boardrooms beyond

1000

50x75mm treated hardwood vertical louvres, fixed on 100x75mm horizontal batterns as a feature and shading device for restaurant, fixed to external brick wall to latter detail.

Service ducts and cables

1050

250

200

Balcony party wall: single skin 106mm brickwork wall, plastered and painted, notch at base to allow access to full-bore drain

200

2950 250

200 X 200mm powdercoated aluminium downpipe centred on gridline fixed to masonry wall.

4mm powdercoated alumnium composite panel on hot dipped galv. steel substructure fixed at base to pre-cast concrete facade panel

STUDENT UNIT Living / Bedroom

4 CD_203

Exterior

150

150

Interior

1155 issued for

250

200

CONSTRUCTION

5500

11800

150

4000

Precoated aluminium frame with aluminium mullions, fitted with clear 8mm laminated safety glass on bottom pane, and clear float glass on top pane, as per manufacturers specs.

Exterior

180

Footing beyond to Str. Engineers Detail.

1000 x 180mm RC upstand, on RC girder

FFL

RC pile cap footing to Str. Engineers Detail.

RC pile cap footing to Str. Engineers Detail.

Footing beyond to Str. Engineers Detail.

3100

BASEMENT PARKING GREY WATER TREATMENT

1500x350mm deep profile Basement retaining wall. Internal 110mm facebrick concrete box girder, cast in wall on approved waterproofing membraneplace, through with 220mm RC a drainage cavity to drain to channel below with anribs at 5100mm diaphragm air gap, on 250-300mm RC wall. External RC wall c/c, to Str. Engineers Specs. finished with elasticated tanking slurry. All drainage to lead to external manhole. Retaining wall, as per Structural Engineers Specs.

2018_10_12

1680

Interior

1513

URBAN STUDIO CO - WORKING

VIKASH PARBHOO MATTHEW KLOSE MATTHEW HASELAU BRADLEY CROOME

L2_First Floor 8600

Elevator Pit and RC pile cap footings beyond, to Str. Engineers Detail.

400

Restaurant and Deli Beyond

RESIDENTIAL STORE ROOMS

2950

1050 200

3 CD_203

750 x 220mm RC column to eng. spec

RC beam to engineer's detail.

2900

RETAIL 4

2700

1050

250

2950

2700 250

2950

2700 250 250

2950

2700 250

14750

course aggregate plaster on 150mm pre-cast concrete facade panel fixed at RC slab edge. as per struc. eng. specifications and architect approval

FFL

Agricultural 160mm dia. drain wrapped in geotextile fabric and stone chips, to fall towards stormwater outlet

Internal floor finish as per spec, on 200mm RC slab, as per Str. Engineers Details.

L4_Third Floor

200

DPC

OUTDOOR PUBLIC SPACE

FFL

Mass reinforced concrete strip foundation with Bitumen torch-on waterproofing u/s slab as per waterproofing specialist.

2950

4mm powdercoated alumnium composite panel on hot dipped galv. steel substructure fixed at base to steel balcony edge channel

300

200

NGL L0_Basement 0

RESIDENTIAL LOBBY

OUTDOOR PUBLIC MARKET SPACE AND PLAZA

RC box with 700-850mm planting soil layer on on 200mm RC slab. Refer to detail for specs.

300mm stone build up external face on single internal 110mm brick wall skin with internal plaster and paint finish.

1830

L3_Second Floor

2600

5500 4000

External floor finish, as per spec, on min. 35mm screed to fall towards FBO, as per details, on 200mm RC Slab.

2950

2700

CO-WORKING OFFICES Open-plan office space

2950

2700

FFL

2950

2700

Roof beyond composed of 50mm stone chip layer on bitumen torch-on waterproofing membrane on min. 30mm screed to 3degree fall towards full-bore outlet on polystyrene insulation layer on 200mm reinforced concrete roof slab to engineer's specification and detail.

Exterior

1116

1050

FFL

External Balcony

250

250 250 250 External Balcony

Bedroom 1 and Living / Dining

COMMON SPACE Terrace

Hardwood decking on treated SA Pine joists between steel substructure

2700

Bathroom 1

1530

L5_Fourth Floor

50mm treated and sealed hardwood stair treads min: 250mm. Stair riser max:170mm fixed to hot dip galv. steel carriage, painted to later spec.

250

1000

1000

1000

Internal Passage

External balcony composed of treated hardwood flooring, on 38x76 supports, on 114x38 beams, wrapped with aluminium cladding on the u/s, supported with a 150x110x25mm hot dipped. galv UB, fixed to slab, as per details.

150

3200

1950

201 Bedroom 2

29500

17700

Load bearing 280mm External brick walls with plaster and paint finish all-round, as per specs

3100

3100

110mm facebrick balustrade @ 1000mm AFFL

FFL

Bedroom 1

L9_Eighth Floor

1000

1500x350mm deep profile Pre-cast concrete box girder with 220mm RC diaphragm ribs at 5100mm c/c, to Str. Engineers Specs.

Precoated aluminium frame with aluminium mullions, fitted with clear float, as per manufacturers specs.

External Balcony

Bedroom 1 and Living / Dining

200 x 200mm aluminium box profile downpipe fixed to exterior wall at 5100mm c/c on structural gridline

1500

1500

8600

Internal Passage

Bedroom 2

Site Boundary AB

L2_First Floor

L1_Ground Floor

Bedroom 1

1950 1000

1000mm RC upstand, on RC girder

15mm thick floor finish, as per specs, on min.

35mm screed, on 200mm thick post-tension concrete slab, as per Str. Engineers Details.

FFL

FFL

2200

Precoated aluminium frame with aluminium mullions, fitted with clear 8mm laminated safety glass on bottom pane, and clear float glass on top pane, as per manufacturers specs.

1000

3200

11800

2950

250

L3_Second Floor

External Balcony

Bedroom 1 and Living / Dining

FFL

External Balcony

Suspended Rhinoboard bulkead ceiling, fitted with an exposed grid system, as per specs, fixed to u/s RC soffit.

Bathroom 1

Interior

dividing balcony wall to be undercut with void aligned to full bore outlets

2950

1000

1000 250 2700

35mm granolithic screed on 200mm posttension Slab to Str. Engineers Specs.

110mm thick internal aerated concrete walls, with plaster and paint all-round as per spec.

Internal Passage

301

2700

2950

14750

401 Bedroom 2

Exterior

150

FFL

Bedroom 1

STUDENT UNIT Living / Bedroom

course aggregate on 150mm precast concrete facade panel fixed at RC slab edge.

900x2100mm internal treated timber door, to all apartments, as per door schedule.

External Balcony

Bedroom 1 and Living / Dining

FFL

External Balcony

250

L4_Third Floor

280mm external brick cavity wall, plastered and painted

Internal Passage

Bedroom 2

1950

2950 36635 2950

17700

220mm thick aerated concrete walls along external face of each apartment facing the internal passage, with plaster and paint allround as per spec.

250

1000 1000

Bedroom 1

External Balcony

External Balcony

Bedroom 1 and Living / Dining FFL

501

External Balcony

915x2400mm internal hardwood door to all residential apartments, as per door schedule

2700

20650

Bathroom 1

250

1000

1950

Suspended Rhinoboard bulkead ceiling, fitted with an exposed grid system, as per specs, fixed to u/s RC soffit.

110mm thick internal aerated concrete walls, with plaster and paint all-round as per spec.

Internal Passage

FFL

250

L6_Fifth Floor

Bedroom 2

600 x 600 x 10mm non-slip porcelain tiles on tiling adhesive on torched on bitumen waterproofing on 35mm screed to falls on 200mm post tensioned RC floorslab.

250

1000

1950

FFL

Bedroom 1

32450

4mm powdercoated alumnium composite panel on hot dipped galv. mild steel substructure fixed at base to pre-cast concrete facade panel.

External Balcony

601 External Balcony

L10_Ninth Floor

off shutter finish underside of 200mm RC post-tension slab to architect approved sample

Bedroom 1 and Living / Dining

FFL

1950

Site Boundary AB

2950

2700 250

2950

2700

23600

External Balcony

Bedroom 1 and Living / Dining

Internal Passage

Bedroom 2

200mm RC shear wall, plastered and painted.

L7_Sixth Floor

Bathroom 1

701

1000

2950 26550

Internal Passage

FFL

Bedroom 1

250

L8_Seventh Floor

Bedroom 2

FFL

External Balcony

2700

29500

1000

2950

250

250

35mm granolithic screed on 200mm posttension Slab to Str. Engineers Specs.

250

L9_Eighth Floor

Bedroom 1

CD_203

1050 x 150mm RC upstand cast with 200mm post tension RC slab to struc. eng. specifications

801 External Balcony

2700

32450

250

Bedroom 1

RESTITUTION UNIT Living / Bedroom

2950

Bathroom 1

Bathroom 1

Interior

2950

Bedroom 1

Exterior

2700

2950

Living / Dining Area

Living / Dining Area

3200

RESTITUTION RESIDENTIAL

901

2950

Pre-cast concrete facade

2950

4185

35400

2

L10_Ninth Floor

L5_Fourth Floor

L11_Roof Level

150 x 50mm treated SA Pine floor joists fixed to bearer beams on Autoclaved Aerated Concrete Hebbel blockwork walls

280mm external cavity wall, plastered and painted

35400

External Wall: 106mm brickwork outer skin, 50mm cavity & 600 x 250 x 110mm Autoclaved Aerated Concrete Hebbel block inner skin.

Exterior plastered & painted.

Interior skimmed and painted.

2550

Kliplok on 100x75mm cold rolled hot. dipped galv. m/s C Channels at 1200mm c/c on 200x75mm m/s UB Rafters with 35mm rigid board insul. 6mm rhino board ceiling

Kliplok on 100x75mm cold rolled hot. dipped galv. m/s C Channels at 1200mm c/c on 200x75mm m/s UB Rafters with 35mm rigid board insul. 6mm rhino board ceiling

L11_Roof Level

B

project

Testing Urban Ground 10 Sir Lowry Road District Six, Cape Town Site

ERF 117666 drawing

Section A-A

North facade strip-section

1 Section_AA 1 : 100

Section AA Signature Architect

1 Strip Section 01 - North Facade

Client

1 : 50

15

project number

drawing number

20180901

CD_201

first issue

scale

revision

South facade balcony composition

North facade Axonometric analysis

South facade Axonometric analysis 16

Restitution housing analysis

Common room analysis

Common room detail analysis 17

MAITLAND SOCIO-ECO HUB BAS Honours - Major Design Project Date: Location: Type:

2018 Maintland, Cape Town Sustainable Community Centre

The lack of pedestrian, social and green spaces is a highly prevalent and pessimistic factor within the broad industrialized Maitland context. This is evident through analyzing the context, as well as mapping and analyzing the movement and sight lines of people through stop-motion photography.

The project, within the ‘Adapt Studio’, involves the adaptive reuse of the chosen Kellcor House in Maitland. The form comprises of a 4-story mixeduse concrete frame and brick infill structure, on the corner of Voortrekker and Ainsdale Roads, designed in the 1960s. The ground floor is vehicular predominant, occupied by fitment centers and motorcycle repairs with private textiles companies occupying the upper floors.

The intention was to adapt underutilized functions, spatially and in terms of form, physically – through carving, weaving fragmentation and separation.

The scheme intends to stimulate movement through physical activity and motion, creating spaces to learn in isolation, in a communal environment and within nature; as well as to pay respect to the former fitment centres through the creation of communal hands-on workshop spaces.

Structurally, the existing skeletal frame and cores are retained, accompanied by on-site bricks recycled into perforated brick facades. This is complimented by a secondary layer of glass and locally sourced timber. Ecological implementations include green balconies and roofs, indoor and outdoor vegetable gardens, rainwater harvesting tanks accompanied with a grey water treatment plant and north-facing solar water panels.

Map of surrounding pedestrian links and intended pedestrian and bicycle routes

18

Thematic mapping, of peoples movement + interaction with the site influenced by Eadweard Muybridge’s “human figure in motion”.

19

VO

OR

TR

EK

KE

R

RO

AD VO

N AI

SD

AL

T ES

RE

A IN

OR

TR

EK

KE

R

RO

SD

AL

T ES

RE

ET

VO

AD

RECYCLED BRICK OR

TR

EK

KE

R

RO

External perforated brick walls External load bearing walls Internal partitions

AD

ET

A IN

SD

AL

T ES

RE

ET

02. Cutting back the form to allow for more natural light

01. Dead space into active space

CONCRETE VO

OR

TR

VO EK

KE

R

RO

+

OR

TR

EK

AD

KE

R

RO

Existing Columns and Beams Existing floor slabs

AD

+ + AI

D NS

AL

E

R ST

EE

T

AI

D NS

AL

T ES

RE

ET

GLASS Reuse existing panels Single glazed

03. Shifting the lost bulk atop the underutilized rooftop

04. Creating interstitial spaces in the centre of the mass

GRASS + TURF

VO

OR

TR

EK

IN T CI ERN RC A UL L B AT IKE IO N KE

R

RO

TR

VO

FIRE

05. Retain structural cores

NA

+1

FIRE

N AI

A SD

S LE

2 x LIFTS STAIRS

DE

ET

Turf for playing fields Grass for landscaped areas Fed by Rainwater

AD

+1

E TR

EX CI TERN RC A UL L B AT IK IO E N

OR

TR

RR

EK

OW

KE

R

DI

VE

RO

AN

CA

HI

TE

CU

AD

SP

AR FR ENT ON P TA EDE GE ST RA

D

LA

BIC R

YC

RO

LE

UT

LA

NE

P

E ED

ST

RI

AN

ISE

D

IN

TIMBER

S

E

CI SO IC CE BL PA PU S

Locally sourced Bicycle ramps Balustrades Internal partitions External flooring Seating

AL

06. Encourage new circulation routes and points of access Material selection

Diagrams of intent towards adapting the existing form 20

Generating various spatial qualities across multiple levels for the public to occupy for various purposes.

Facade Sections 21

VENLO CITY HALL FACADE Advanced Building Technology - Facade Case Study Date: Location: Type:

2018 Venlo City, Netherlands Technical analysis

anodized aluminium roof capping with drip seals on either side

roof level

solar panels with fixings to roof slab

30mm concrete pavers on min. 25mm screed, on roof sealing and waterproofing membrane on, 200-350mm insulation styrofoam membrane, on 350mm 'Bubbledeck' hollowcore concrete slab Detail A external

450 x 700mm rectangular structural concrete column, replaced with 70% sand and gravel within the aggregates

upper levels

40mm hardwood floor finish, on min.

25-30mm screed, on 350mm 'Bubbledeck' hollowcore concrete slab galv. m/s external gutter, with external weather drip seal and internal waterproofing membrane, fixed to galv. m/s fixing plate to concrete slab

'Accoya' wooden window frame and opening jambs, fitted with triple glazed 67x139mm dry glazing panels

line of column beyond

galv. m/s cover plate, fixed to galv. m/s equal angle, fixed m/s flat plate, welded to galv. m/s fixing plate, fixed to internal load bearing wall

'Modulogreen' panels with substrate and plants, fixed to anodized aluminium substructure, with a 200mm air gap, vapour permeable foil membrane, with anodized aluminium wall ties with 120mm 'Isovlas' insulation membrane, on internal wall.

Voids within modules to accomodate for soil and planting mediums sheets fitted together with rivets at the sides and sealed off by an EPDM (ethylene propylene diene terpolyme) rubber, so water cannot exit the planter box panels at the flanks.

The building offered as an excellent precedent towards understanding the realm of sustainable facade systems, as well as furthering my knowledge in the field of sustainable living walls.

galv. m/s gutter for excess water from planters, on timber packing blocks, fixed to concrete slab

dripline connector fixed between modules to allow for an overlap, to allow an equal water distribution and secure water tightness

concrete pavers to fall, on compaced sandfill and screed, on waterproofing membrane, on concrete slab

air outlet

60 30 30

60

filter and drainage layers with a geotextile fabric and clean stone chips at the base of each module unit, to prevent fine pieces of the substrate from clogging the system.

c/c

150

internal

line of column beyond

The most prominent feature is the ‘green’ northern façade, covering 2000m2 - making it the largest and most functional ‘living façade’ in comparison to similar others. The facade is composed of 100% recyclable ABS plastic modules, which overlap with another, making the entire living wall seamless and completely waterproof. What also makes the living wall successful is the automatic irrigation system, controlled slow release fertilizers, ease of maintenance and adequate drainage systems.

anodized equal angle aluminium bracket fixed with stainless steel self-drilling screws to anodized aluminium t-profile and galv. m/s plate, fixed with steel anchors

anodized equal angle aluminium bracket fixed with stainless steel self-drilling screws to anodized aluminium t-profile

modules pre-manufactured with fixing holes at equal spaces, fixed with stainless steel self-drilling screws with an EPDM seal, fixed to anodized aluminium t-profile ground level bracket fixed to steel plate, chemically anchored with stainless steel anchors into concrete floor slab at equal spaces

internal water distribution and irrigation, fitted with a self-regulating drip line

Typical green wall section Scale 1 : 20 22 10/30/2018 4:04:50 PM

c/c

140

Intermittent water supply, where modules overlap to irrigate planters

The following is an extract from a research case study, presented as part of the Advanced Building Technology electives. Two areas of focus in line with my interests were established initially, namely sustainable design systems and living green walls as a facade. These areas limited my scope, towards ideas of a variety of buildings towards a case study. The Venlo City Hall stood out for me due to its outstanding living wall and it’s element, as well as the overall use of a variety of sustainable systems.

aluminium rail beyond

'Modulogreen' planter modules made from two sheets of reinforced polypropylene and upper levels with 30% glass fibre

170mm 'Holz 100' cross laminated panels, consisting of vertical and horizontal wood elements that are densely layered, without gaps, to become a solid and compact load bearing wall element.

vapour air gap and insulation

CREATIVE LEARNING HUB BTech 4th year Major Design Project Date: Location: Type:

2016 Riebeeck Square, Cape Town.

Institutional

The aim of this project is to challenge our preconceptions about how we learn and what kind of learning spaces are required to meet the contemporary needs of students and educators. It is the intention of this project to explore innovative alternatives which respond to the relationship between pedagogy, space and technology. My design intention and methodologies are based around creating an explorative and didactic ground scape environment and structure, capturing deduced emulations of the layers that make up the medium of film.

The intention was to create different conditions that allow the students, users and broader public to understand a great measure of intangibles or often immeasurable notions and conditions that are best understood intuitively through experience.

23

Creating an explorative ground scape environment and structure, capturing the tangible and intangible layers that make up the medium of film.

Ground Floor Layout

24

CAPE TOWN CBD | | CREATIVE LEARNING HUB | | FILM INSTITUTE |CREATIVE CREATIVE LEARNING LEARNING HUB | ||FILM | FILM INSTITUTE INSTITUTE LEARNING HUBHUB || FILM INSTITUTE CAPE CAPETOWN TOWN TOWN CBD CBD| || ||CREATIVE CAPE CBD

line of structure behind

line of structure behind

line of structure line of structure behind behind ROOF GARDEN

line of structure behind

line of structure behind

line of structure line of structure behind behind

EXTERNAL

GARDEN GARDEN ROOF GARDENROOFROOF

EXTERNAL

FFL +11.250 OUTDOOR TERRACE OUTDOOR OUTDOOR TERRACE TERRACE polished concrete

polished polished concreteconcrete

line of R.C drop panels behind

EXTERNAL

EXTERNALEXTERNAL

FFL +11.250

Eng spec.

Eng spec.

FFL +11.250 FFL +11.250

INTERNAL

laminated timber

STUDIO STUDIO

laminated laminated timber timber INTERNAL

line of R.C drop panels behind

laminated timber

carpet carpet

DETAIL A

STUDENT STUDENT AREA AREA laminated laminated timber timber

INTERNAL

FFL +8.185

INTERNALINTERNAL

INTERNALINTERNAL

FFL +8.185 FFL +8.185

FFL +8.185 FFL +8.185

line of R.C drop line of panels R.C drop behind panels behind

INTERNAL

250mm thick 250mm mass thick R.C.mass shear R.C. walls shear walls

with approved insulation, with approved insulation, at 30° at 30° R.C sill cast in-situ with steel rebar's, Anodized aluminium window angles, with polished finish. angles, with polished finish. with gutter to fall towards sections gradeelement, AA25, painted exterior.

Re-bar strength as per Str. charcoal grey, fitted with 8mm Eng details and specs. safety glass, sealed with approved Anodized aluminium window Anodized aluminium window polyurethane sealant.

+4.800 STAFFFFL OFFICES laminated timber

STAFF STAFF OFFICES OFFICES

laminated timber timber INTERNAL laminated

sections grade AA25, painted sections grade AA25, painted charcoalcharcoal grey, fitted with 8mmwith 8mm grey, fitted

line of R.C drop panels behind

FFL +4.800 INTERNALINTERNAL

FFL +4.800 FFL +4.800

STUDENT EXHIBITION SPACE

PUBLIC WALKWAY stone pavers

EXTERNAL

DETAIL B

+1.555 PUBLIC FFL WALKWAY stone pavers

PUBLIC PUBLIC WALKWAY WALKWAY EXTERNAL DETAIL B stone pavers stone pavers

FFL +1.555

with 10mm Ø boltson to bitumen R.C beam and slab. grout, torch-on waterproofing on 30mm thick sub screed, all to fall towards vent cavity aluminium sliding AnodizedAnodized aluminium sliding door cill, door on cill, on 500x600mm in-situ pile capping stepped dpc towards 10mm thick stepped dpcR.C towards 10mm thick Natural ventilation opening, with ring beam, non-slip as cavity per Str. Engineers spec. external non-slip stone pavers, external stone pavers, 5mm on 5mm 20x375mm hot-dipped galv mild steel on on bitumen grout, ongrout, bitumen torch-on torch-on mentis grating cavity cover element, on 30mm sub screed, waterproofing on 30mm thick subthick screed, supported bywaterproofing mild steel T-section, fixed to fall towards vent cavity to beam fall all towards vent cavity with 10mm Ø bolts toall R.C and slab.

EXTERNALEXTERNAL

line of R.C drop line of panels R.C drop behind panels behind

INTERNAL

INTERNALINTERNAL

FFL +6.625 STAGE

INTERNAL

STAGESTAGE

INTERNAL

FFL +6.625 FFL +6.625

asphalt line of R.C drop panels behind

Sun Penetration Study SOUTH SOUTH WEST WEST FACADE FACADE

S.W. Facade Strip Section

asphalt

INTERNAL

BASEMENT -2 PARKING

400mm R.C. band beam, 400mm R.C. bandwith beam, with 250mm concrete slab, supporting 250mm concrete slab, supporting 300mm x300mm 800mmxreinforced 800mm reinforced concreteconcrete columns.columns.

asphalt asphalt

INTERNALINTERNAL

asphalt asphalt

INTERNAL

FFL -6.000

BASEMENT -3 PARKING asphalt

FFL -6.000 FFL -6.000

INTERNAL

BASEMENT -3 FFL -8.850 PARKING

line of R.C drop line of panels R.C drop behind panels behind

BASEMENT BASEMENT -3 -3 PARKING PARKING INTERNALINTERNAL

INTERNALINTERNAL

FFL -6.000 FFL -6.000

asphalt

INTERNAL 350micron approved DPM waterproofing laid under R.C. slab on min 300mm sand blinding, compacted to min FFL -8.850 25mpa, as per Structural Engineers specs + details.

BASEMENT BASEMENT -3 -3 PARKING PARKING asphalt asphalt

350micron approved DPM waterproofing laid under R.C. slab on min 300mmINTERNAL sand blinding, compacted to min INTERNAL 25mpa, as per Structural Engineers specs + details.

350micron 350micron approved approved DPM waterproofing DPM waterproofing laid under laid R.C. under R.C. slab on min slab300mm on minsand 300mm blinding, sand blinding, compacted compacted to min to min 25mpa, as 25mpa, per Structural as per Structural EngineersEngineers specs + details. specs + details.

CDR 4 | TUTORIAL 11 PART 2 - FACADE DETAILS | FEBRUARY 2017

CDR 4 | TUTORIAL 11 PART 2 - FACADE DETAILS | FEBRUARY 2017

N.E. Facade Strip Section N.E. N.E. FACADE FACADE STRIP STRIP SECTION SECTION

25

Architect: Places: Locations: Materials: Year: Architect: Places: Locations: Materials: Year:

Bing Thom Architects Surrey City Centre Library Surrey, Canada Off Shutter Conc, Glass, Steel.

2011

Bing Thom Architects Surrey City Centre Library Surrey, Canada Off Shutter Conc, Glass, Steel.

2011

PRECEDENTS

Vikash Parbhoo Design Studios PRECEDENTS 8 Innis Road. Wynberg

Architect:Architect: Bing Thom Bing Arch Th Places: Places: Surrey City Surrey CenC

N.E. FACADE STRIP SECTION SCALE 1: 50

Architect:Architect: SymbiosisSymbio Desig Places: Places: Rea Sea Rea Institute Se Locations: Locations: Aqaba, Jordan Aqaba Materials:Materials: Concrete, Concre Stone Year: Year: 2011 2011

asphalt asphalt

SCALE 1: 50

350micron approved DPM waterproofing laid under R.C. 350micron approved DPM waterproofing laid under R.C. slab300mm on minsand 300mm sand blinding, compacted slab on min blinding, compacted to min to min 25mpa, as per Structural specs + details.

25mpa, as per Structural EngineersEngineers specs + details.

Symbiosis Design Ltd. Rea Sea Institute of Cinematic Arts Aqaba, Jordan Concrete, Stone, Steel, Glass.

2011

Symbiosis Design Ltd. Rea Sea Institute of Cinematic Arts Aqaba, Jordan Concrete, Stone, Steel, Glass.

2011

BASEMENT BASEMENT -2 -2 PARKING PARKING

-8.850 FFL -8.850 N.E. FACADE FFLSTRIP SECTION

FFL -8.850 FFL -8.850

Architect: Places: Locations: Materials: Year: Architect: Places: Locations: Materials: Year:

asphalt

asphalt asphalt

350micron approved DPM waterproofing laid under R.C. slab on min 300mm sand blinding, compacted to min 25mpa, as per Structural Engineers specs + details.

350x350 x350x350 30mm thick exposed x 30mm thick exposed

400mm R.C. band beam, with aggregate pavers, laid on min aggregate pavers, laid on min 250mm concrete slab, supporting 35mm thick screed, 250mm 35mm thickon screed, onR.C 250mm R.C 300mm x 800mm reinforced slab. slab. concrete columns.

FFL -3.150 FFL -3.150

INTERNALINTERNAL

BASEMENT -3 FFL -8.850 PARKING INTERNAL 350micron approved DPM waterproofing laid under R.C. slab on min 300mm sand blinding, compacted toFFL min-8.850 25mpa, as per Structural Engineers specs + details.

EXTERNALEXTERNAL

FFL ±0.70 FFL ±0.70

INTERNAL

BASEMENT BASEMENT -2 -2 PARKING PARKING

asphalt

asphalt

pavers 250mm concrete supporting 350x350 x pavers 30mm thickslab, exposed 300mm xpavers, 800mmlaid reinforced aggregate on min concrete columns.

35mm thick screed, on 250mm R.C slab.

BASEMENT -2 FFL -6.000 PARKING

line of R.C drop line of panels R.C drop behind panels behind

BASEMENT -3 PARKING line of R.C drop panels behind INTERNAL

470mm treads x max.

200mm 470mm treads x max.risers, 200mm risers, with a brushed finish. with a concrete brushed concrete finish.

BASEMENT BASEMENT -1 PARKING -1 PARKING & DELIVERIES & DELIVERIES

asphalt

line of R.C drop panels behind

FFL -6.000

INTERNAL

FFL -3.150

INTERNALINTERNAL

FFL -6.000 FFL -6.000

INTERNAL

SCALE 1: 50

S.W. S.W. FACADE FACADE STRIP STRIP SECTION SECTION

carpet carpet

BASEMENT -2 FFL -6.000 PARKING

water flow catch towards water flow towards pitcatch and pit and discharged discharged by pump,byaspump, per as per specialists specialists details. details.

S.W. FACADE STRIP SECTION

UNDERGROUND UNDERGROUND AUDITORIUM AUDITORIUM

BASEMENT -2 PARKING

INTERNALINTERNAL

Places: Places: American Americ Unive Locations: Locations: Bliss, Lebanon Bliss, Le Materials:Materials: Off Shutter OffCon Shu Year: Year: 2014 2014

WALKWAY WALKWAY 400mm R.C. band beam, with

asphalt

line of R.C drop panels behind

FFL -6.000

200mm thick R.C. stairs having 470mm treads x max. 200mm risers, with a brushed concrete finish.

350x350 x 30mm thick exposed aggregate pavers, laid on min 35mm thick screed, on 250mm R.C 200mm thick R.C.thick stairsR.C. having 200mm stairs having slab.

BASEMENT -1 PARKING FFL -3.150 & DELIVERIES

carpet

timber decking timber decking

pavers

safety glass, sealed approved safety glass,with sealed with approved Anodized aluminium sliding doors, polyurethane sealant. sealant. polyurethane AA25, R.C R.Cgrade sill cast in-situanchored with steelinto rebar's, Slab above and below, fitted with with gutter element, to fall towards 10mmRe-bar toughened glass exterior. strength as panels, per Str. onto anspecs. anodized aluminium Engfixed details and sill flashing and roller sill track,R.C on sill cast R.Cin-situ sill cast in-situ steel rebar's, with steelwith rebar's, high impact shims flushed against with gutter element, to fall towards with gutter element, to fall towards R.C Slab, perimeter sealed with exterior.strength Re-bar as strength exterior. Re-bar per Str.as per Str. approved polyurethane, as per Eng details and specs.

Eng details and specs.

Anodized aluminium sliding doors, specialists detail.

Architect: Zaha Hadid Architects grade AA25, anchored into R.C Slab above and below, fitted with Places: American University of Beirut 10mm toughened glass panels, Locations: Bliss, Lebanon fixed onto an anodized aluminium Off Shutter Conc, Glass. aluminium slidingMaterials: doors, aluminium sliding doors, sill flashing and roller sill track, onAnodizedAnodized grade AA25, anchored into R.C into R.C grade AA25, anchored Year: 2014 high impact shims flushed against below, with Slaband above andfitted below, fitted with R.C Slab, perimeter sealed with Slab above 200mm polyurethane, thick R.C. stairsas having glass panels, 10mm toughened glass panels, approved per 10mm toughened 470mm detail. treads x max. 200mmfixed risers,onto an anodized aluminium fixed onto an anodized aluminium specialists Architect: Zaha Hadid Architects with a brushed concrete finish. sill flashing rollerand sill track, ontrack, on silland flashing roller sill Places: high impact flushed against highshims impact shims flushed American against University of Beirut Locations: R.C Slab,R.C perimeter sealed with Slab, perimeter sealedBliss, withLebanon approved polyurethane, as per as approved polyurethane, Materials: Offper Shutter Conc, Glass. specialists detail. detail. specialists Year: 2014 Architect:Architect: Zaha Hadid Zaha Arc H

INTERNAL

INTERNAL

UNDERGROUND FFL -6.000 AUDITORIUM

timber decking

FFL +6.625

asphalt

carpet

INTERNAL

WALKWAY

FFL ±0.70

BASEMENT -1 PARKING services and services pumps and pumps & DELIVERIES

UNDERGROUND AUDITORIUM

EXTERNAL

FFL ±0.70

EXTERNAL

void space void forspace concealed for concealed

STAGE

timber decking

movement movement

SUN PENETRATION STUDY

EXTERNALEXTERNAL

pavers

FFL +1.500 FFL +1.500

void space for concealed services and pumps

cement mortar cementjoints, mortar with joints, 10mm with 10mm

Ø perforated drain pipe, 110mm Ø110mm perforated drain pipe, SCALE 1: with 50 geotextile felt to direct wrappedwrapped with geotextile felt to direct

brushed brushed concreteconcrete

FFL +1.500

FFL +1.555 FFL +1.555

300micron plastic sheet DPC with polysulfate soft joint between load load bottle polysulfate cove along brick wallsoft andjoint R.C between Temporary mild steelbeam bracing block, R.C bearing R.C and beam brickand wallbrick to wall to slab,bearing to beastaken up min.

12 courses per Franki Pile specs. compensate compensate for differential and built into brick wall. for differential

S.W. FACADE STRIP SECTION

void for concealed FFLspace +1.555 services and pumps

INTERNALINTERNAL

250mm R.C slab with asphalt finish, with 300mm110mm downstand beam, with drain thick 110mm internal thick stock internal brick stock wall, brick wall, hole cast concrete slab with a bagged withinto a bagged finish, with finish, 10mm with sand 10mm sand

110mm Ø perforated drain pipe, wrapped with geotextile felt tosheet direct 300micron plastic sheet 300micron plastic DPC withDPC with water flowcove towards catch pit wall andbrick bottle cove along bottle along brick and wall R.C and R.C discharged byto pump, as per slab, be upcourses min. 12 courses slab, to be taken uptaken min.

12 specialists and brick wall. and builtdetails. into built brickinto wall.

WALKWAY

LANDING LANDING

laminated laminated timber timber

FFL +1.555 FFL +1.555

natural ventilation natural ventilation opening,opening, with fixedwith fixed steelfixed louvers, fixed to the mild steelmild louvers, to the

bottle cove along brick wall and 110mm Ø perforated drainR.C pipe, slab, to be taken up min. 12 courses wrapped with geotextile felt to direct andTemporary built into brick wall. mild bracing block, Temporary mild steel bracing water flow towards catch pitsteel andblock, as per Franki Pile specs. asby per Franki specs. discharged pump, asPile per specialists details.

brushed concrete

DOUBLE DOUBLE VOLUME VOLUME LOBBYLOBBY EXTERNAL

INTERNAL

laminated laminated timber timber

250mmunderside R.C slab with asphalt withof 110mm thick internal brick wall, underside offinish, the slab and top of the of stock the slab and top the beam, with drain with300mm a bagged finish, 10mm sand brick wall with mild steelbolts.

8mmØ bolts. brickdownstand wall withwith mild steel 8mmØ cast into concrete slab cementhole mortar joints, with 10mm polysulfate soft joint between load bearing R.C beam and brick wall to Temporary mild steel block, compensate forbracing differential as per Franki Pile specs. movement

250mm R.C slab withfinish, asphalt finish, with 250mm R.C slab with asphalt with 300mm downstand beam, with drain 300mm downstand beam, with drain hole cast into concrete slab hole cast into concrete slab 300micron plastic sheet DPC with

EXTERNAL

LANDING FFL +1.500

laminated timber

STUDENT STUDENT EXHIBITION EXHIBITION SPACESPACE INTERNAL

DETAIL BDETAIL B

brushed concrete

DOUBLE VOLUME FFL +1.555 LOBBY

laminated timber

FFL +1.555

LANDING

laminated timber

INTERNAL

STUDENT FFL +1.555 EXHIBITION SPACE

FFL +1.555 FFL +1.555

H2hardwood treated hardwood Grade H2Grade treated flooring flooring

DOUBLE VOLUME LOBBY

line of R.C drop panels behind

laminated timber

glossfinish, varnish on 75x50mm with glosswith varnish on finish, 75x50mm 40x500mm factory coated aluminium treated hardwood joists @ 425mm treated hardwood joists @ 425mm natural ventilation opening, with fixed c/c, fixedtoon 50x150mm on fixed 50x150mm treated treated mild c/c, steelfixed louvers, the hardwood bearers, hardwood bearers, fixed mildfixed steelmild steel underside of theinternal slab and topbrick of the 110mm thick stock wall, u-shaped fixing shoe fixed fixing shoe brackets fixed brick with mildfinish, steel 8mmØ bolts. withwall a u-shaped bagged with 10mm sand brackets into below.

R.C slab below. into with R.C 10mm slab cement mortar joints, polysulfate soft joint between load bearing R.C beam and brick wall to compensate differential 40x500mm factory coated aluminium 40x500mm factory for coated aluminium movement

SUNSUN PENETRATION PENETRATION STUDY STUDY

PASSAGE PASSAGE

laminated timber

natural with fixed treatedventilation hardwoodopening, joists @ 425mm 500mm Ø reinforced concrete 500mm reinforced concrete soldier soldier mildØ steel louvers, fixed to the c/c, fixed on 50x150mm treated with arched steel mesh, sprayed pile with arched steel mesh, sprayed underside of pile the slab and top of the hardwood bearers, fixed mild steel with gunite to Pile specs. withmild gunite to8mmØ Franki PileFranki specs. brick wallfixing with steel bolts. u-shaped shoe brackets fixed into R.C slab below.

SCALE 1:100

FFL +8.185 STUDENT AREA

line of R.C drop panels behind

thick brick thick wall, brick withwall, approved with approved insulation and 500mm and void/air 500mm gap, void/air gap, Grade H2 treatedinsulation hardwood flooring for concealed foron concealed ducts and ducts pipes. and pipes.

40x500mm factory coated aluminium with gloss varnish finish, 75x50mm

SUN PENETRATION STUDY South-West Facade

carpet

STAFF OFFICES

500mm Ø reinforced concrete soldier pile with500x600mm arched steel mesh,R.C sprayed 500x600mm in-situ R.C pile capping in-situ pile capping Approved timber acoustic paneling, with gunite to Franki Pile specs. ring beam, asEngineers per spec. ring as per Str. spec. with a beam, treated matte finish, on Str. Engineers 75x50mm timber joists, on 110mm thick brick wall, with approved Grade H2 treated hardwood flooring insulation and 500mm void/air gap, with gloss varnish finish, on 75x50mm for concealed ductsjoists and@pipes. treated hardwood 425mm c/c, fixed on 50x150mm treated 500mm Ø reinforced concrete soldier Approved Approved timber acoustic timber acoustic paneling,paneling, hardwood bearers, fixed mild steel pile with arched steel mesh, with ashoe treated with asprayed matte treated finish, matte on finish, on u-shaped fixing brackets fixed with 75x50mm gunite to 75x50mm Franki Pile specs. timber joists, timber on joists, 110mm on 110mm into R.C slab below.

SOUTH WEST FACADE SCALE 1:100

DETAIL A

INTERNAL

FFL +8.185 FFL +8.185

Approved acoustic paneling, Natural ventilation cavity opening, with Naturaltimber ventilation cavity opening, with with a treated mattehot-dipped finish, 20x375mm 20x375mm hot-dipped galvon mildgalv steelmild steel 500x600mm in-situ R.C pileon capping 75x50mm timber joists, 110mm mentis grating cavity cover element, mentisper grating cavity cover element, ring beam, Str. Engineers spec. thickas brick wall, with approved supported by mild steel T-section, fixed supported by mild steel T-section, fixed insulation and 500mm with bolts togap, R.C beam with 10mm Ø 10mm bolts toØvoid/air R.C beam and slab.and slab. for concealed ducts and pipes.

SOUTH WEST FACADE

INTERNAL

FFL +8.185 PASSAGE

FFL +8.185

INTERNALINTERNAL

50mm thick concrete signage, Architect: Zaha Hadid Architects 25mm widecharcoal galvanized mild steel painted grey Places: Pierres Vives Institution suspended tees, fixed to 12.5mm25mm wide 25mm galvanized wide galvanized mild steelmild steel Locations: Montpellier, France plasterboard panels fittedaluminium with suspended 5mm gauge anodized suspended tees, fixed to 12.5mm tees, fixed to 12.5mm Fibatape joints, with Materials: Off Shutter Conc, Glass, Steel. internalover and all external light 25mm shelves, plasterboard panels fitted with plasterboard panels fitted with shadow recess along wall cantilevering 465mm offedges, aluminium over all joints, with 2012 25mm FibatapeFibatape over all joints, with 25mm Year: with concealed window frameLED andlighting. fixed at the shadow recess along wall edges, shadow recess along wall edges, ends of the R.C. wall. with concealed LED lighting. with concealed LED lighting.

50mm thick concrete signage, Architect: Zaha Hadid Architects R.C sill charcoal @ 30° fall grey towards exterior. painted Places: signage, Pierres Vives Institution 50mm thick concrete signage, 50mm thick concrete Architect:Architect: Zaha Hadid Zaha Arc H painted charcoal grey Locations: painted charcoal grey Montpellier, France 5mm gaugexanodized aluminium 1285x192 8mm thick v-grooved Places: Places: Pierres Vives Pierres Inst Materials: Off Shutter Conc, Glass, Steel. internal and external light shelves, laminated timber flooring planks, Locations: Locations: Montpellier, Montpe Fra 5mmanodized gauge anodized aluminium 5mm gauge aluminium cantilevering off aluminium Year: 2012 colour Dark465mm Oak, with a smooth DETAIL ADETAIL A window and fixed at the Materials:Materials: Off Shutter OffCon Shu internal and light external light shelves, internal and external shelves, matteframe texture, laid on min 35mm ends of thewith R.C.100mm wall. perimeter cantilevering 465mm off aluminium cantilevering 465mm off aluminium screed, Year: Year: 2012 2012 window frame fixed at the window frame and fixedand at the shadow gap between wall and R.Ctimber sill @ 30° fall towards exterior. flooring with 2mm thickends flat of the ends of wall. the R.C. wall.

R.C. steel protective capping above screed, on 250mm R.C slab.

30° fall sill @towards 30° fall exterior. towards exterior.

1285x192 x 8mm thick v-groovedR.C sill @ R.C laminated timber flooring planks, colour Darkthick Oak,mass with R.C. a smooth 250mm shear1285x192 walls x 8mm thick v-grooved 1285x192 x 8mm thick v-grooved matte laidinsulation, on min 35mm withtexture, approved at 30° laminated timber flooring planks, laminated timber flooring planks, screed, with 100mm perimeter angles, with polished finish.

Oak, withOak, a smooth colour Dark with a smooth shadow gap between wall and colour Dark matte texture, laid on min 35mm matte texture, laid on min 35mm timber flooring with 2mm thick flat screed, with 100mm perimeter screed, with 100mm perimeter steel protective cappingwindow above Anodized aluminium between wall and wall and shadow gap between screed, on 250mm R.C slab. sections grade AA25, paintedshadow gap timber flooring with 2mm thick flat thick flat timber flooring with 2mm charcoal grey, fitted with 8mm steel protective capping above steel protective capping above safety glass, sealed approved 250mm thick mass R.C.with shear walls 250mm slab.R.C slab. screed, onR.C 250mm polyurethane sealant. at 30° screed, on with approved insulation, angles, with polished finish.

laminated timber

INTERNAL

FFL +8.185

avoidofeffects of rising and avoid effects rising and

NORTH NORTH EAST EAST FACADE FACADE

STUDENT AREA

carpet

FILM PRODUCTION FFL +8.185 STUDIO FILM PRODUCTION FILM PRODUCTION

penetrating penetrating 1285x192 8mm thick v-grooved 5mm gaugexanodized aluminium lightdamp. damp. laminated timber flooring witheither a shelf, embedded andplanks, fixed into matte texture, laid on min 35mm screed, end of thethick R.C. wall.

1285x192 x 8mm thick v-grooved 1285x192 x 8mm v-grooved with 100mm perimeter shadow gap laminated timber flooring planks, laminated timber flooring planks, a with a between and flooring with with 25mm wall wide galvtimber mild steel suspended matte texture, laid on min 35mm screed, texture, laid on min 35mm screed, 2mm matte thick flat steeltoprotective capping tees, fixed 12.5mm plasterboard with 100mm perimeter shadow gap with 100mm perimeter shadow above screed, on 250mm R.C slab. panels fitted with Fibatape over all gap between wall and timber flooring with between wall and timber flooring with joints, offset from shear wall to 2mm thick flat steel protective 2mm thick flatfor steel protective capping capping accommodate artificial ventilation 5mm gauge anodized aluminium light above screed, onR.C 250mm above screed, on 250mm slab.R.C slab. ducts and concealed LED lighting. shelf, embedded and fixed into either end of the R.C. wall.

NORTH EAST FACADE

PASSAGE

laminated timber

sealed with approved polyurethane sealed with approved polyurethane

coating. coating.

Casing toCasing houseto and house conceal and conceal CFC-V 150 CFC-V fan unit, 150 cooling fan unit, coils, cooling coils, Natural ventilation cavity opening, with condense condense drain tray, drain approved tray, approved filters filters 20x375mm hot-dipped galv mild steel Anodized aluminium sliding door cill, on and electronic and electronic control box, control all to box, all to mentis grating cavity cover element, stepped dpc towards 10mm thick manufacturers manufacturers specification. specification. supported by mild steel T-section, fixed external non-slip stone pavers, on 5mm

fall for drainage, fall for drainage, per Str. Eng perspec.

Str. Eng spec.

FILM PRODUCTION line of R.C drop panels behind line of R.C drop panels behind line of R.C drop panels behind STUDIO

Exposed concrete cillthick at 17° angle sealant. sealant.

1285x192 x 8mm v-grooved laminated timberwith flooring planks,DPC with a towards exterior, approved inserted into window frame weather matte texture, laid on min 35mm Exposed concrete at 17° angle Exposed concrete cillscreed, at 17°cill angle bar.

Cill to be painted with 'Plascon with 100mm perimeter shadow gapapproved towards exterior, with DPC towards exterior, with approved DPC between wall and timber flooring with Dampseal' water-barrier coating to inserted into window frame weather inserted into window frame weather avoid effects of rising and 2mm thick flat steel protective capping bar. to be with painted with 'Plascon bar. Cill to beCill painted 'Plascon above screed, on 250mm R.C slab. penetrating damp.

Dampseal' water-barrier coating to Dampseal' water-barrier coating to

NORTH EAST FACADE North-East Facade

650mm thick engineered soil with medium to high growth vegetation, on filter fabric layer, on 600x26mm protective pavers, on sand blinding, on geotextile fabric, on 150mm max thick thermal insulation layer, on specialized drainage layer, on bitumen torch-on waterproofing membrane, on precast R.C. slab to 650mm thick engineered soilEng with fall for drainage, per Str. spec.

650mm thick 650mm engineered thick engineered soil with soil with medium to high growth vegetation, medium medium to high growth to highvegetation, growth vegetation, on filter fabric layer, on 600x26mm on filter fabric on filter layer, fabric onlayer, 600x26mm on 600x26mm protective pavers, on sandmild blinding, 25mm wide galvanized steel protective protective pavers, on pavers, sand blinding, on sand blinding, on suspended geotextile fabric, on 150mm max tees, fixed to 12.5mm on geotextile fabric, onfabric, 150mm onmax 150mm max thick thermal insulation onon geotextile plasterboard panels layer, fitted with thick thermal thick insulation thermal insulation layer, onlayer, on specialized layer,with on 25mm Fibatapedrainage over all joints, specialized specialized drainagedrainage layer, onlayer, on bitumen torch-on shadow recess waterproofing along wall edges, bitumen torch-on torch-on waterproofing waterproofing membrane, on precast R.C. slabbitumen to with concealed LED lighting. membrane, membrane, on precast on R.C. precast slabR.C. to slab to fall for drainage, per Str. Eng spec.

polished concrete

Anodized aluminium window sections grade AA25, painted charcoal grey, 22x150mm treated hardwood seating fitted with 8mm float glass, with matte varnish finish,clear onhardwood 75x50mm 22x150mm 22x150mm treated treated hardwood seating seating sealed with approved polyurethane treated hardwood joists fixed with matte with varnish matte finish, varnish onon finish, 75x50mm on 75x50mm sealant.

50x150mm treated hardwood treated hardwood treated bearers, hardwood joists fixed joists on fixed on fixed on 110mm stock brick hollow 50x150mm 50x150mm treated hardwood treated hardwood bearers, bearers, base,cill onat R.C slab.

Exposed concrete 17° angle fixed on 110mm fixed on stock 110mm brick stock hollow brick hollow towards exterior, with approved DPC base, on base, R.C slab. on R.C slab. inserted into window frame weather Anodized aluminium window sections bar.

Cill topainted be painted with 'Plascon grade AA25, charcoal grey, Anodized window sections Anodized aluminium window Dampseal' water-barrier coating to fitted with 8mm clear aluminium float glass, sections avoid effects of charcoal rising andcharcoal grade AA25, painted grey, AA25, painted grey, sealedgrade with approved polyurethane penetrating damp. fitted 8mm clear float glass, fitted with 8mmwith clear float glass, sealant.

5mm gauge anodized aluminium light 5mm gauge anodized aluminium light thick hot dipped galvanized 25mm10mm wide galv mild steel suspended shelf, embedded and fixed into either shelf, embedded and fixed into either steel custom formed flat bar, tees,mild fixed to 12.5mm plasterboard end of wall. the R.C. wall. end of the R.C. embedded intoFibatape external leaf panels fitted with overofallR.C wall, joints, welded to 15mm thick mild steel offset from shear wall to flat bar asmild security railing, 25mm wide galv steel suspended 25mm wide galv steelmild suspended accommodate for artificial ventilation tees, fixed to plasterboard 12.5mm plasterboard tees,concealed fixed to 12.5mm ducts and LED lighting. panels fitted with Fibatape panels fitted Fibatape over all over all 250mm thick masswith R.C. shear walls joints, offset from shear joints, offset from shear to wall to with approved insulation, at 17°wall accommodate forfinish. artificial ventilation accommodate forpolished artificial ventilation 10mm thick angle, hot dipped galvanized with ducts andflat concealed LED lighting. ducts and concealed LED lighting. mild steel custom formed bar, embedded into external leaf of R.C Pro-temp fan coil air conditioning unit. wall, welded to 15mm thick steel Unit casing box to be mild formed with flat sheets bar ashot security railing, 10mm thick hot dipped galvanized 10mm thick dipped galvanized H.D.G m/s welded at corner steel custom formed mild steelmild custom formed flat bar, flat bar, seams, degreased, de-rusted and embedded into external leaf of R.C embedded into external leaf of R.C phosphated, with an epoxy powder 250mm thick mass R.C. shear walls wall, welded to 15mm wall, welded to 15mm thick steelmild steel coating.

Casing to house and conceal with approved insulation, at 17°mildthick CFC-V 150 fan unit, cooling coils, flat bar as security railing, flat bar as security railing, angle, with polished finish. condense drain tray, approved filters and electronic control box, all to Pro-temp fan coil air conditioning unit.

250mm thick mass R.C. shear walls 250mm thick mass R.C. shear walls manufacturers specification.

Unit casing box to with be formed with insulation, approved with approved insulation, at 17° at 17° H.D.G m/s sheetsangle, welded at corner angle, with polished finish. with polished finish. seams, degreased, de-rusted and phosphated, with an epoxy powder Anodized aluminium sliding door cill, on Pro-temp Pro-temp fan coil air fan conditioning coil air conditioning unit. coating.

Casing to house and conceal stepped dpc towards 10mm thickunit.

CFC-V 150 fan unit, cooling coils, Unit casing Unit box casing to be box formed to be with formed with external non-slip stone pavers, on 5mm condense draingrout, tray, approved filters H.D.G m/s H.D.G sheets welded sheets at welded cornerat corner on m/s bitumen torch-on and electronic control box,sub all screed, to seams, seams, degreased, de-rusted de-rusted and and waterproofing ondegreased, 30mm thick manufacturers specification. phosphated, phosphated, an epoxy with cavity an powder epoxy powder all to fallwith towards vent

EXTERNALEXTERNAL

EXTERNAL

OUTDOOR TERRACE

500mm thick engineered soil with low to medium vegetation, on filter fabric layer, on 600x26mm protective pavers, on sand blinding and gravel, on geotextile fabric, on specialized drainage layer, on bitumen torch-on waterproofing membrane, on precast R.C. slab to fall for drainage, per Str. Eng spec.

500mm500mm thick engineered soil with low thick 500mm engineered thick soil with low soil with low to medium vegetation, on filterengineered fabric to medium medium vegetation, vegetation, on filter fabric on filter fabric layer, on to 600x26mm protective layer, onhardwood layer, 600x26mm 600x26mm protective protective 22x150mm treated seating pavers, on sand blinding andon gravel, pavers, on pavers, sand on sand and blinding gravel, and gravel, with matte varnish finish, on 75x50mm on geotextile fabric, onblinding specialized treated hardwood joists fixed on on specialized on geotextile geotextile fabric, on fabric, specialized drainage layer, onon bitumen torch-on 50x150mm treated hardwood bearers, drainage drainage layer, onon layer, bitumen on bitumen torch-on torch-on waterproofing membrane, precast fixed onfall 110mm stock brick hollow waterproofing membrane, membrane, on precast on precast R.C. waterproofing slab to for drainage, per Str. base, onfall R.C Eng spec.

R.C. slabR.C. to fall slab forto drainage, forslab. drainage, per Str. per Str.

SCALE SCALE 1: 501: 50

Locations: Locations: Surrey, Canada Surrey, Cape Town. 7800 Materials:Materials: Off Shutter OffCon Shu H. 021 797 1721 Year: Year: 2011 2011 C. 076 6045 234 Vikash Parbhoo Design Studios E. vikparbhoo@yahoo.com 8 Innis Road. Wynberg Cape Town. 7800 H. 021 797 1721 C. 076 6045 234 E. vikparbhoo@yahoo.com

PRECEDEN PRECED

VikashVikash Parbhoo Parb D 8 Innis8Road.

Innis Road Wyn CapeCape Town.Town 7800 H. 021H. 797 021 1721 797 1

LOTUS PARK ECD CENTRE BTech 4th year Participatory Design Project Date: Location: Type:

2016 Lotus Park informal settlement, Cape Town Early Childhood Development (ECD) Centre

This project focuses on social understanding and tectonic innovation.

As such this project aims to expose you to architectural practice in an informal context, where the role of the architectural professional is much broader than in traditional commercial practice. The proposal accommodates indoor and outdoor learning spaces for various age groups of up to 80 children, staff offices, prep rooms and necessary servant spaces.

The design contributes to the positive making of quality space, not only for itself but for the area and street that it is situated in.

Strip Section 01

Sustainable technologies are employed, including natural ventilation mechanisms, solar energy, a windmill pump and rainwater harvesting tanks. The design technology is mainly labour intensive, to provide work for the local community, comprises of light steel frame structures, which are ideal for further expansion, accompanied by mainly mass monolithic rammed earth walls with intermittent mosaic artwork cladding.

In-depth urban analysis of the settlement as well as surrounding transport routes, a narrowed down site breakdown of its edges and nodes and constant meetings with the community members were carried through towards producing a successful project that was presented to VPUU and the members of Lotus Park.

26

Strip Section 02

625

146

100 45

EXT. 140 100 140 195100 195

500mm thick load-bearing compacted Aluminium clearstory window section, grade rammed earth with 5mm internal AA25, fitted withwall 8mm clear float glass, and with external clear protective coating all-round. a perimeter polyurethane sealant.

100x50x20 x 2.5mm hot-dipped galv. m/s 500mm thick load-bearing compacted cold formed Z-Sections @ 250mm rammed earthlipped wall with 5mm internal and c/c, bolted mediumcoating carbonall-round. steel M8 external clearwith protective bolts and 2mm thick washers, to IPE below.

100x50x20 x 2.5mm hot-dipped galv. m/s Anodized aluminium door@sections cold formed lipped sliding Z-Sections 250mm grade AA25, anchored intocarbon wall, fitted with c/c, bolted with medium steel M8 double10mm toughened glass panels, bolts and 2mm thick washers, to IPE below. perimeter sealed with an approved sealant.

150

INT. 65 125

275

110

400 65 125

275

110

Detail 03 Rammed earth wall and first floor detail

FFL ±0.525

NGL

EXT.

EXT.

EXT.

125

FFL

EXT.

Aluminium clearstory window sections, grade AA25, fitted with 10mm laminated safety glass, sealed with approved polyurethane sealant.

FFL

Laminated timber flooring planks, laid on 350x350 x 30mm thick exposed aggregate min laid 35mm on 150mm R.C slab, pavers, onscreed, min 35mm thick screed, on with 325mm void below. stone and concrete plinth platform.

FFL

330 70

70

FFL

330

NGL

400 125

INT.

NGL

400

INT.

80mm deep Groove in R.C Slab, fitted with 25x35mm m/s U-channel, flushed and fitted with 8mm thick frameless safety glass, filled with a polyurethane sealant.

NGL

Detail 02 Internal / External threshold plinth detail

500

EXT.

INT.

EXT.

EXT.

Rammed earth wall, compacted in layers, with external lime render and plaster, on fibre Aluminium clearstory sections, grade reinforcement mesh,window on vapour permeable AA25, fitted with 10mm laminated safety glass, insulation secured with adhesive and sealed with approved polyurethane sealant. mechanically fixed to wall, with internal clear protective coating to reduce dust particles.

Rammed earth wall, compacted in layers, with external lime render and plaster, on fibre 203x133 x 30mm hot-dipped galv. powder reinforcement mesh, on vapour permeable coated m/s I-section U/B,with flushed to u/sand R.C insulation secured adhesive Slab, and welded 203x133 x 30mm mechanically fixedto toupright wall, with internal clear hot-dipped galv. m/s I-section column. protective coating to reduce dust particles.

500

65

550

133

600

203x133 x 30mm hot-dipped galv. powder coated m/s I-section U/B, flushed to u/s R.C Slab, and welded to upright 203x133 x 30mm hot-dipped galv. m/s I-section column.

500

65

550

133

600

55 146 55 256

500

55 146 55 256

Detail 04 Flat roof & frameless glazing detail

27

150

EXT.

300

150

INT.

300

Detail 01 Clerestory detail with exposed steel frame FFL ±0.525

200

150 255 150

Min 150mm R.C Slab with 5° end flange and 150mm upstand, with an outer layer of approved crushed stones and chipping's, on a layer of polymer-modified bitumen 4mm torch-on waterproofing membrane, on min 35mm thick screed, laid to fall, installed with a 150mm bottle cove at allwith corners and junctions.

Min R.C Slab 5° end flange and 150mm upstand, with an outer layer of approved crushed stones and chipping's, on a layer of polymer-modified bitumen 4mm torch-on waterproofing membrane, on with min 80mm deep Groove in R.C Slab, fitted 35mm thickm/s screed, laid toflushed fall, installed with 25x35mm U-channel, and fitted a bottle cove at all corners and junctions. with 8mm thick frameless safety glass, filled with a polyurethane sealant.

865

146

500

610 255

310

105 85

200

865

146

610

310

105 85 500

M12 hexagonal nut and bolt fitted 254x146 x 37mm powder coated galv.with m/s hex cap column and fixed through base I-section embedded into plate stone into concrete up-stand an and concrete platform, shownusing behind. unsaturated- polyester chemical anchor fix and a resin-based adhesive system.

M12 hexagonal nut and bolt fitted with hex cap and fixed through base plate into concrete up-stand using an unsaturated- polyester chemical anchor fix and a resin-based adhesive system.

INT.

400

IPE 140 welded to 254x146 x 37mm powder coated galv. m/s I-section upright column

350x350 x 30mm thick exposed aggregate 254x146 37mm powder coated galv. m/s pavers, xlaid on min 35mm thick screed, on I-section embedded stone stonecolumn and concrete plinthinto platform. and concrete platform, shown behind.

FFL

EXT.

15mm lime render compacted and plaster, 400mmexternal thick load-bearing on rammed fibre reinforcement on 40mm earth wall, mesh, comprising of a vapour of permeable cellulose insulation mixture earth, sand and aggregate, secured with adhesive mechanically compacted in layersand of approximately fixed earth wall.

15cm deep, withtoarammed 6% ratio of cement mixture added to stabilize the wall further.

400mm thick load-bearing compacted rammed earth wall, comprising of a mixture of earth, sand and aggregate, compacted in layers of approximately 15cm deep, with a 6% ratio of cement mixture added to stabilize the wall further.

Anodized aluminium sliding door sections IPE 140 AA25, welded to 254x146 x 37mm powder grade anchored into wall, fitted with coated galv. m/s toughened I-section upright double10mm glasscolumn panels, perimeter sealed with an approved sealant.

Anodized aluminium sill flashing and roller sill track, on high impact shims flushed against R.C Slab, perimeter sealed with approved polyurethane sealant.

Anodized aluminium sill flashing and roller sill track,timber on high impact shims laid flushed Laminated flooring planks, on against R.Cscreed, Slab, perimeter sealed with min 35mm on 150mm R.C slab, approved polyurethane with 325mm voidsealant. below.

FFL

EXT.

150245

EXT.

100 45 55 55 20555 300 55 205300

255

INT.

745

EXT.

435

EXT.

435

INT.

745

255

140

1285x192 x 8mm thick v-grooved laminated timber flooring planks, colour Dark Oak, with a smooth matte texture, laid on min 35mm screed, on 150mm R.C slab, on plasterboard ceiling with 110mm shadow recess to accommodate for semi-concelaed L.E.D lighting strips 1285x192 x 8mm thick v-grooved laminated timber flooring planks, colour Dark Oak, with a shadow smooth matte texture, 100mm perimeter gap between laid on timber min 35mm screed, 150mm wall and flooring with on 2mm thick R.C flat slab, plasterboard ceiling with screed.

110mm steelon protective capping above shadow recess to accommodate for semi-concelaed L.E.D lighting strips 15mm external lime render and plaster, on fibre reinforcement mesh, on 40mm 100mm perimeter shadow gap insulation between vapour permeable cellulose wall and timber flooring with thick flat secured with adhesive and 2mm mechanically steel protective above screed. fixedcapping to rammed earth wall.

245

625

146

140

0.58mm thick klip-Lok 700 profile roof sheeting @ 5° pitch with concealed fixings, fixed to 75x40 x 3,0 galv. m/s cold form c-channel purlins @ 625mm c/c, fixed with unequal angles to IPE galv. m/ssheeting rafters.

0.58mm thick klip-Lok 700160 profile roof @ 5° pitch with concealed fixings, fixed to 25mm wide galvanized mild steel suspended 75x40 x 3,0 galv. m/s cold form c-channel tees, fixed 12.5mm plasterboard panels purlins @to 625mm c/c, fixed with unequal fitted withangles Fibatape over allgalv. joints, with min. to IPE 160 m/s rafters.

100mm thick Isotherm blanket insulation laid above ceiling, between rafters.

25mm wide galvanized mild steel suspended tees, fixed to 12.5mm plasterboard panels fitted with Fibatape over all joints, with min.

Structural 254x146 x 37mm hot-dipped galv.

100mm thick Isotherm blanket insulation laid m/s galv. I-Section welded to galv. m/s aboveU/B, ceiling, between rafters.

IPE 160 pre-fabricated rafters on internal and external face of U/B, externally exposed, with 2065mm flanged overhang.

Structural 254x146 x 37mm hot-dipped galv. m/s galv. I-Section U/B, welded to galv. m/s IPE 160 pre-fabricated rafters on internal and Aluminium clearstory window section, grade external of U/B, externally exposed, AA25, fitted face with 8mm clear float glass, with with 2065mm flanged overhang. a perimeter polyurethane sealant.

ROOF: 1. Refer to Sections for Roof specifications.

2. All Timber roof trusses, rafters and similar s 30 x 1,6mm thick galvanized steel straps an 3. 110mm x 75mm PVC gutters and 75mmØ d

WOMENS SHELTER

NOTES NOTES

CEILINGS: THE DESIGN ON THIS ON THIS DRAWING DRAWING IS COPYRIGHT IS COPYRIGHT AND º THEº DESIGN 1. Refer to CeilingARCHITECTURAL layouts for specifications an ARCHITECTURAL TECHNOLOGIST TECHNOLOGIST / ARCHITECT. / ARCHITECT

º ALLºWORK ALL WORK IS TOISBETO CARRIED BE CARRIED OUT IN OUT ACCORDANCE IN ACCORDA AUTHORITY AUTHORITY REGULATIONS. REGULATIONS.

ENERGY EFFICIENCY: ALL DIMENSIONS AND LEVELS AND LEVELS ARE TO AREBETO CHECKED BE CHEC º ALLº DIMENSIONS º ANYºceilings DISCREPANCIES ANY DISCREPANCIES BETO IMMEDIATELY BE IMMEDIATELY REPO 1. Structure above toARE beTOAREinsulated with THEº DRAWING THE DRAWING NOT MAY BE NOT SCALED BE SCALED INSTRI insulation, as ºper SANSMAY10400 PartWITHOUT TWITHOUT and X 2. All exposed pipes to and from the HWC and REVISIONS REVISIONS pipe insulation material with a R-value of 1, REV No. REV No. DATE DATE DESCR D a 80mm F.G. blanket insulation with a minim A A 23/11/2015 23/11/2015 FOR FO FIo 3. All other requirements in terms SUBMITTED of SUBMITTED Part XA per approved specialists specifications and NOTES NOTES

DRAINAGE: 1. All drainage work to be carried out in accor 2. All drain pipes running underneath the build 3. Pipe sized shall be 100mmØ for WC; 40mm

Diploma 3rd year Studio working drawings projects Date: Location: Type:

2015 Ravensmead, Cape Town Mental and Physcial Rehabilitation Centre

ISSUED

FOR

FIN SUBMI

23/1

ALA FINFIN ISSI BMBM SUSU

ED FOR ED FOR ISSUISSU

/201 23/1123/11

NOTES

PROJECT

º THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECTURAL TECHNOLOGIST / ARCHITECT.

STUDIO WORK 3

º ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SANS 10400 AND LOCAL AUTHORITY REGULATIONS. º ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

Vika PROJECT 8 : WORKING DRAW

º ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

8 In

º THE DRAWING MAY NOT BE SCALED WITHOUT INSTRUCTIONS OF PERMISSION.

PORTION OF 'DUSK TO DAWN Cap

REVISIONS

H. 0

CLIENT REV No.

DATE

A

DESCRIPTION

23/11/2015

NAME

C. +

E. v CAPE PENINSULA UNIVERSIT

VP

SUBMITTED FOR FINAL PORTFOLIO REVIEW

DEPT. OF INFORMATICS AND

NOTES

NOTES º THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECTURAL TECHNOLOGISTGENERAL: / ARCHITECT.

PROJECT PROJECT

STUDIO STUDIO WORK WORK 3 3

1. Spiral staircases to have treads @ max 275mm (measured at centre of each tread) and

º ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SANS 10400 AND LOCAL risers @ max 170mm with min 1000mm balustrades, to later specification.

AUTHORITY REGULATIONS.

DRAWING

2. All staircases to comply with SANS 10400.

CHECKED SITE BEFORE PUT IN HAND. º ALL DIMENSIONS AND LEVELS ARE 3. TOAllBEstorm water ON to fall away from WORK buildingIStowards Christiaan's Street (as shown).

32mm newREPORTED GPO connection to SABS 950/1969, by Telkom. º ANY DISCREPANCIES ARE TO BE 4.

IMMEDIATELY TO THElaid ARCHITECT

GROUND + FIRST FLOOR STR

1. All foundations and trenches to be specified & detailed by an approved Structural Engineer.

2. No foundations to encroach beyond specified boundary lines.

3. Ground fillings shall be placed in un-compacted layers not exceeding 100mm in respect of hand compaction or 150mm in respect of compaction by mechanical means.

DATE

23/11/2015

NOTES

1 1 SCALESCALE 1 : 251 : 25

1A

1B

SCALE 1 : 100

Ground Floor Layout A DETAIL A

BALCONY BALUSTRADE DETAIL SCALE 1 : 10

D

A

1

GROUND FLOOR - FLOOR FINISH LAYOUT SCALE 1 : 100

Kitchen Floor Layout

CLEARSTORY ROOF & BEAM DETAIL SCALE 1 : 10

BALCONY BALUSTRADE DETAIL SCALE 1 : 10

D

SCALE 1 : 100

DETAIL D

CLEARSTORY ROOF & BEAM DETAIL

3

SCALE 1 : 10

DEPT. DEPT. OF OF INFORMATICS INFORMATICS ANDAND DESD

GROUND + FIRST FLOOR FINI DRAWING DRAWING

NAME FLOORS: DESCRIPTION 1. All reinforced concrete floor slabs as per Engineers details VP and specifications, to comply with SUBMITTED FOR FINAL PORTFOLIO REVIEW SANS 10400 Part J. Slabs to be minimum 100mm thick reinforced in-situ Class C concrete slab, and to be reinforced with 193 weld mesh.

2. Slabs to allow for 10mm finish on 30mm screed, to later detail.

3. Refer to Floor finish layouts for all new flooring.

KITCHEN KITCHEN ROOM ROOM LAYOUTS: LAYOUTS: FLOOR FLOOR PLAN PLAN LAOUT LAOUT

ELECTRICAL ELECTRICAL & CEILING & CEILING LAYOUT LAYOU

WALLS: GENERAL: 1. External walls along adjacency erf boundaries to be 230mm unplastered; Other external 1. Spiral staircases to have treads @ max 275mm (measured at centre of each tread) and walls to be 280mm thick plastered and painted to latter specification; All internal walls to be risers @ max 170mm with min 1000mm balustrades, to later specification.

110mm thick plastered and painted to latter specification.

2. All staircases to comply with SANS 10400.

2. Weep holes shall be provided in the external leaf of every cavity wall, spaced not more than 3. All storm water to fall away from building towards Christiaan's Street (as shown).

1m apart, immediately above the external damp-proof course as well as anELECTRICAL approved ELECTRICAL & CEILING & CEILING LAYOUT LAYOUT 4. 32mm new GPO connection laid to SABS 950/1969, by Telkom. damp-proof course shall be installed in each leaf of cavity wall. The membrane on the inner SCALE SCALE 1 : 251 : 25 leaf shall always be higher than its position on the outer leaf.

FOUNDATIONS: 1. All foundations and trenches to be specified & detailed by an approved Structural Engineer.

LINTOLS: 2. No foundations to encroach beyond specified boundary lines.

3. Lintols shall have a minimum bearing of 110mm on each end, as per Structural Engineer.

3. Ground fillings shall be placed in un-compacted layers not exceeding 100mm in respect of 4. Pre-stressed concrete lintols to openings not exceeding 3m shall be built with a minimum of hand compaction or 150mm in respect of compaction by mechanical means.

6 courses of brickwork with brickforce every course.

22

FLOORS: WINDOWS: 1. All reinforced concrete floor slabs as per Engineers details and specifications, to comply with 1. All glazing to comply with SANS10400-N: 2010.

SANS 10400 Part J. Slabs to be minimum 100mm thick reinforced in-situ Class C concrete 2. All glazing larger than 1sqm or lower than 500mm from the FFL to be safety glazing. slab, and to be reinforced with 193 weld mesh.

3. 8mm clear float glass to be used unless otherwise specified.

2. Slabs to allow for 10mm finish on 30mm screed, to later detail.

4. All windows to be anodised aluminium window sections grade AA25, and to be silicon sealed 3. Refer to Floor finish layouts for all new flooring. at window to wall junctions with plastered cills internally and externally.

Kitchen Electrical Layout

EAST ELEVATION SCALE 1 : 100

B

PLINTH WALL & TIMBER POST DETAIL

2

C

DETAIL B

SLIDING DOOR THRESHOLD DETAIL

R

REVISIONS

REV No.

A

2.

3.

4.

FO 1.

2.

3.

FLOORS: 1. All reinforced concrete floor slabs as SANS 10400 Part J. Slabs to be mini slab, and to be reinforced with 193 w 2. Slabs to allow for 10mm finish on 30m 3. Refer to Floor finish layouts for all ne

WALLS: 1. External walls along adjacency erf bo walls to be 280mm thick plastered an 110mm thick plastered and painted to 2. Weep holes shall be provided in the e 1m apart, immediately above the exte damp-proof course shall be installed leaf shall always be higher than its po

FL 1.

2.

3.

C. +27(0) 766045234

LINTOLS: 3. Lintols shall have a minimum bearing 4. Pre-stressed concrete lintols to openi 6 courses of brickwork with brickforce

WA 1.

WINDOWS: 1. All glazing to comply with SANS1040 2. All glazing larger than 1sqm or lower 3. 8mm clear float glass to be used unle 4. All windows to be anodised aluminium at window to wall junctions with plast

C

Parbhoo Design Studios PROJECTVikash 8 : WORKING DRAWINGS

NORTH ELEVATION

2.

ROOF: 1. Refer to Sections for Roof specificatio 2. All Timber roof trusses, rafters and si 30 x 1,6mm thick galvanized steel str 3. 110mm x 75mm PVC gutters and 75m

PORTION8OF TO DAWN WOMEN'S SHELTER' Innis'DUSK Road. Wynberg

SCALE 1 : 100

CLIENT

Cape Town. 7800 DETAIL D

CLEARSTORY ROOF & BEAM DETAIL CAPE PENINSULA UNIVERSITY OF TECHNOLOGY H. 021 7971721

D

DETAIL C

CEILINGS: 1. Refer to Ceiling layouts for specificat

1 : 10 DEPT. OFSCALE INFORMATICS AND DESIGN

SLIDING DOOR THRESHOLD DETAIL

LIN 3.

4.

C. +27(0) 766045234

SCALE 1 : 10

ENERGY EFFICIENCY: 1. Structure above ceilings to be insulat insulation, as per SANS 10400 Part T 2. All exposed pipes to and from the HW pipe insulation material with a R-valu a 80mm F.G. blanket insulation with a 3. All other requirements in terms of Pa per approved specialists specification

E. vikparbhoo@yahoo.com

DRAWING

CONSTRUCTION SECTIONAL DETAILS PROJECT

The first stage of the project focused on designing a safe space as a Womens Shelter in Cape Town. The latter, which is shown on the right, involved a full-set of working drawings to be produced from room layouts, electrical fit-outs, detail sections, joinery work and a finishing schedule - as you would do for any project in practice.

The design itself focuses on the mental, physical and spatial experience of abused women and children entering this environment. A central spine became important, from the entrance to the end of the building. This allows women and children to be transitioned from a public street space, through a semi-public lounge and kitchen area, further down to private sleeping areas. This is complimented with flowing exterior circulatory paths, which guide the individual to a farm-like atmosphere at the end of the path, celebrating freedom, light and openness.

WI 1.

2.

3.

4.

STUDIO WORK 3

DRAINAGE: 1. All drainage work to be carried out in 2. All drain pipes running underneath th 3. Pipe sized shall be 100mmØ for WC;

PROJECT 8 : WORKING DRAWINGS PORTION OF 'DUSK TO DAWN WOMEN'S SHELTER' SUBJECT NAME

STW-03

CLIENT

C

DETAIL C

ROOF / WALL FLASHING DETAIL

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DETAIL A

CONCEALED BOX GUTTER DETAIL SCALE 1 : 10

GE 1.

FOUNDATIONS: 1. All foundations and trenches to be sp 2. No foundations to encroach beyond s 3. Ground fillings shall be placed in un-c hand compaction or 150mm in respe

PROJECT

4

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REVISION

S.8-301 A

CAPE PENINSULA UNIVERSITY OF TECHNOLOGY COUNCIL

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PLINTH WALL & TIMBER POST DETAIL

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STUDIO WORK 3

SOUTH ELEVATION

23/11/2015

GENERAL: 1. Spiral staircases to have treads @ m risers @ max 170mm with min 1000m 2. All staircases to comply with SANS 1 3. All storm water to fall away from build 4. 32mm new GPO connection laid to S

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DETAIL A

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NO

29/09/201 ºT

º ANY DISCREPANCIES ARE TO BE IMMED

Vikash Parbhoo Design Studios

B

DWG DATE

A1 - A.S.

º ALL DIMENSIONS AND LEVELS ARE TO B

8 Innis Road. Wynberg

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ENERGY EFFICIENCY: 1. Structure above ceilings to be insulated with minimum 100mm thick Rigid Foam Board FOR shall = 3.7 insulation, as per SANS 10400 Part T and XA. Combined R-value ISSUED 2. All exposed pipes to and from the HWC and central heating system shall be insulated with pipe insulation material with a R-value of 1, and all HWC and Geyser shall be insulated with a 80mm F.G. blanket insulation with a minimum R-value of 2.

3. All other requirements in terms of Part XA of Regulations XA2 and XA4.1 have been met, as 15 23/11/20 per approved specialists specifications and calculations.

DETAIL C

SKETCH

º ALL WORK IS TO BE CARRIED OUT IN AC AUTHORITY REGULATIONS.

CEILINGS: 1. Refer to Ceiling layouts for specifications and installations.

FOR

COUNCIL COUNCIL

SKETCH SKETCH

º THE DESIGN ON THIS DRAWING IS COPY ARCHITECTURAL TECHNOLOGIST / ARCH

LINTOLS: ENERGY EFFICIENCY: 3. Lintols shall have a minimum bearing of 110mm on each end, as per Structural Engineer.

1. Structure above ceilings to be insulated with minimum 100mm thick Rigid Foam Board 4. Pre-stressed concrete lintols to openings not exceeding 3m shall be built with a minimum of insulation, as per SANS 10400 Part T and XA. Combined R-value shall = 3.7 6 courses of brickwork with brickforce every course.

2. All exposed pipes to and from the HWC and central heating system shall be insulated with pipe insulation material with a R-value of 1, and all HWC and Geyser shall be insulated with WINDOWS: a 80mm F.G. blanket insulation with a minimum R-value of 2.

1. All glazing to comply with SANS10400-N: 2010.

3. All other requirements in terms of Part XA of Regulations XA2 and XA4.1 have been met, as 2. All glazing larger than 1sqm or lower than 500mm from the FFL to be safety glazing. per approved specialists specifications and calculations.

3. 8mm clear float glass to be used unless otherwise specified.

4. All windows to be anodised aluminium window sections grade AA25, and to be silicon sealed DRAINAGE: at window to wall junctions with plastered cills internally and externally.

1. All drainage work to be carried out in accordance with the NBR Part P. 2. All drain pipes running underneath the building to be incased in min 100mm concrete..

ROOF: 3. Pipe sized shall be 100mmØ for WC; 40mmØ for sinks; 32mmØ for WHB. 1. Refer to Sections for Roof specifications.

2. All Timber roof trusses, rafters and similar structures shall be fixed to the walls by means of 30 x 1,6mm thick galvanized steel straps anchored into masonry.

3. 110mm x 75mm PVC gutters and 75mmØ down pipes to be fixed to all catchments areas.

ISSUED

DRAWING DRAWING NUMBN

SUBJECT SUBJECT NAMENAME

º A

DRAINAGE: 1. All drainage work to be carried out in accordance with the NBR Part P. 2. All drain pipes running underneath the building to be incased in min 100mm concrete..

3. Pipe sized shall be 100mmØ for WC; 40mmØ for sinks; 32mmØ for WHB.

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WALLS: ROOF: 1. External walls along adjacency erf boundaries to be 230mm unplastered; Other external 1. Refer to Sections for Roof specifications. walls to be 280mm thick plastered and painted to latter specification; All internal walls to be 2. All Timber roof trusses, rafters and similar structures shall be fixed to the walls by means of 110mm thick plastered and painted to latter specification.

30 x 1,6mm thick galvanized steel straps anchored into masonry.

2. Weep holes shall be provided in the external leaf of every cavity wall, spaced not more than 3. 110mm x 75mm PVC gutters and 75mmØ down pipes to be fixed to all catchments areas.

1m apart, immediately above the external damp-proof course as well as an approved damp-proof course shall be installed in each leaf of cavity wall. The membrane on the inner CEILINGS: leaf shall always be higher than its position on the outer leaf.

1. Refer to Ceiling layouts for specifications and installations.

DETAIL D

DETAIL A

WEST ELEVATION - FRONT FACADE

CLIENT CLIENT

SITE PLAN CAPE OFCAPE PROPOSED WO PENINSULA PENINSULA UNIVERSITY UNIVERSITY O

REVISIONS

A

GROUND FLOOR - STRUCTURAL LAYOUT

PORTION PORTION OF OF 'DUSK 'DUSK TO TO DAWN DAWN WO

WITHOUT INSTRUCTIONS OF PERMISSION. º THE DRAWING MAY NOT BE SCALED FOUNDATIONS:

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A

C

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Section A 28

DETAIL C

ROOF / WALL FLASHING DETAIL SCALE 1 : 5

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DETAIL DETAIL A A

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CENTRAL CENTRAL RECESSED RECESSED CABINET LIGHT CABINET LIGHT

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SECTION C - C

C SCALE 1 : 25 Room Data Sheet - Kitchen Sectional Elevation

CENTRAL RECESSED CABINET LIGHT SCALE 1 : 5 SCALE 1 : 5

º THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECTURAL TECHNOLOGIST / ARCHITECT.

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NOTES

KITCHEN KITCHEN BIC BIC UNIT 3UNIT - ELEVATION 3 - ELEVATION

KITCHEN BIC BIC KITCHEN UNIT 1UNIT - SECTION 1 - SECTION

DETAIL B

º ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SANS 10400 AND LOCAL AUTHORITY REGULATIONS. º ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

1.1

KITCHEN BIC UNIT 1 - ELEVATION

1.2

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3.1

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º ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

KITCHEN BIC UNIT 3 - ELEVATION

º THE DRAWING MAY NOT BE SCALED WITHOUT INSTRUCTIONS OF PERMISSION.

REVISIONS

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SUBMITTED FOR FINAL PORTFOLIO REVIEW

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DETAIL B DETAIL FINAFBLINAL

FOR FOR ISSUED ISSUED COUNTER TOP EDGE DETAIL COUNTER TOP EDGE DETAIL SCALE 1 : 5 SCALE 1 : 5

PROJECT

B B SUBS MUISBSMIOISNSION DETAIL C 15 DETAIL 2015 /11/20 /11/SKIRTING RECESSED FLOOR C SCALE231 : 5 23

STUDIO

PROJEC

PORTION CLIENT

CAPE PE

Vikash Parbhoo Vikash Parbhoo Design Studios Design Studios

DEPT. O

8 Innis Road.

8 InnisWynberg Road. Wynberg

1.1 1.1

KITCHEN KITCHEN BIC BIC UNIT UNIT 11 -- ELEVATION ELEVATION

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KITCHEN KITCHEN BIC BIC UNIT UNIT 33 -- ELEVATION ELEVATION

Cape Town.

Cape7800 Town. 7800

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DETAIL DETAIL D D

HORIZONTAL HORIZONTAL FINGER GRIP FINGER DETAIL GRIP DETAIL

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KITCHEN

C. +27(0)C.766045234 +27(0) 766045234

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E. vikparbhoo@yahoo.com E. vikparbhoo@yahoo.com

PARAPLEGIC W.C. MIRROR SECTION

2 x LONG

PROJECT PROJECT

STUDIO STUDIO WORKWORK 3 3

SUBJECT NA

DETAIL D

-D

D

STW

HORIZONTAL FINGER GRIP DETAIL DETAIL C PROJECT PROJECT 8 : WORKING 8 : WORKING DRAWINGS DRAWINGS DETAIL C D

C C

SECTION D - D

RECESSED FLOOR DETAIL SCALE 1 : 5SKIRTING SKIRTING FLOOR DETAIL PORTION PORTION OF 'DUSK OF 'DUSK TORECESSED DAWN TO WOMEN'S WOMEN'S SHELTER' SHELTER' SCALE 1 : 5DAWN SCALE 1 : 5

SCALE 1 : 25

CLIENT

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CAPE PENINSULA CAPE PENINSULA UNIVERSITY UNIVERSITY OF TECHNOLOGY OF TECHNOLOGY

ST A1

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DEPT. DEPT. OF INFORMATICS OF INFORMATICS AND DESIGN AND DESIGN

PO

4.2

KITCHEN BIC UNIT 4 - SECTION

DRAWING DRAWING

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JOINERY JOINERY DETAILS DETAILS

CA

KITCHEN KITCHEN & PARAPLEGIC & PARAPLEGIC W.C UNITS W.C UNITS

DE

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SUBJECT NAME SUBJECT NAME

KITCHEN KITCHEN BIC BIC UNIT 2UNIT - SECTION 2 - SECTION

KITCHEN KITCHEN BIC BIC UNIT 3UNIT - SECTION 3 - SECTION

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KITCHEN BIC UNIT 2 - ELEVATION Details

Kitchen Joinery 2.1

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CONSTRUCTION CONSTRUCTION

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DETAIL D VIKASH VIKASH 16/10/2015 16/10/2015 PARBHOO PARBHOO A1 - A.S. A1 - A.S. DETAIL HORIZONTAL D FINGER GRIP DETAIL

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THE DESIGN IS COPYRIGHT ON THIS DRAWING AND REMAINS IS COPYRIGHT THE PROPERTY AND REMAINS OF THE THE PROPERTY OF THE º THE DESIGN ON THISºDRAWING ARCHITECTURAL TECHNOLOGIST ARCHITECTURAL / ARCHITECT. TECHNOLOGIST / ARCHITECT. º ALL WORK IS TO BE CARRIED º ALL WORK OUTISINTO ACCORDANCE BE CARRIED WITH OUT IN THE ACCORDANCE N.B.R. SANS WITH 10400THE ANDN.B.R. LOCALSANS 10400 AND LOCAL AUTHORITY REGULATIONS. AUTHORITY REGULATIONS.

STAIRCASE DETAIL DESIGN

ALL DIMENSIONS ARE TO BEAND CHECKED LEVELSON ARE SITE TO BEFORE BE CHECKED WORKONISSITE PUTBEFORE IN HAND.WORK IS PUT IN HAND. º ALL DIMENSIONS ANDº LEVELS º ANY DISCREPANCIESº ARE ANYTO DISCREPANCIES BE IMMEDIATELY ARE REPORTED TO BE IMMEDIATELY TO THE ARCHITECT REPORTED TO THE ARCHITECT BEDRAWING SCALED WITHOUT MAY NOTINSTRUCTIONS BE SCALED WITHOUT OF PERMISSION. INSTRUCTIONS OF PERMISSION. º THE DRAWING MAY NOT º THE REVISIONS

REV No.

Diploma 3rd year Technical design and detailing project

REVISIONS

DATE

DESCRIPTION

DESCRIPTION

NAME

NAME

A

31/08/2015 A

VP FINAL 31/08/2015 SUBMISSION FINAL OF DRAWINGS SUBMISSION OF DRAWINGS

VP

B

23/11/2015 B

VP REVIEW REWORKED 23/11/2015FOR FINAL REWORKED PORTFOLIO FORREVIEW FINAL PORTFOLIO

VP

NOTES

Date: Location: Type:

REV No.

DATE

NOTES

STAIRCASE ANALYSIS: STAIRCASE ANALYSIS:

2015 Cape Town Internal detail and design

ANTHROPOMETRICS:ANTHROPOMETRICS: 4.1.)

As the stairs only 4.1.) comply Aswith the stairs the minimum only comply widthwith required, the minimum it makeswidth it extremely required,difficult it makes for it extremely difficult for two people to walk nexttwo to each people other to walk whilenext going to each up/down otherthewhile staircase. going up/down the staircase.

4.2.)

The landing of the 4.2.)staircase The landing is limited of as thewell, staircase and can is limited only accommodate as well, and can a maximum only accommodate of a maximum of two people who, are walking two people up or who, down.are However, walking ifupa or person down.is However, wanting toif pass a person another is wanting to pass another person while walking onperson the landing, while walking one person on the would landing, haveone to move person to would give way have to to themove to give way to the next - making the anthropometrics next - making of the anthropometrics width extremely awkward. of the width extremely awkward.

4.3.)

Relating to what4.3.) was mentioned Relating toabove, what was the staircase mentioned width above, is not thesufficient staircaseenough width isfornot itssufficient enough for its context, as the staircasecontext, leads from as the thestaircase ground floor leadsoffrom the MINI the ground show room floor of to the MINI BMWshow room to the BMW offices and coffee shop,offices whichand is used coffee frequently, shop, which making is used it notfrequently, comfortable making to useit during not comfortable to use during lunch and peak times. lunch and peak times.

4.4.)

The handrail of4.4.) the staircase The handrail is slightly of the high,staircase for an average is slightly user high, to handle, for an average which can userbeto handle, which can be slightly uncomfortable toslightly use, especially uncomfortable for visitors to use,and especially customers, for visitors whom are andused customers, to whom are used to standard height handrails. standard height handrails.

STRUCTURAL PROPERTIES STRUCTURAL AND DURABILITY: PROPERTIES AND DURABILITY: 5.1.)

The steel is an 5.1.) extremely Thedurable steel iselement, an extremely being durable hot-dipped element, galvanized being as hot-dipped well as painted galvanized as well as painted with a matte black paintwith finish. a matte Theseblack finishes paintwill finish. therefore Theseguarantee finishes will its therefore long life span guarantee as its long life span as well as to retain its structural well asproperties. to retain its structural properties.

0

5.2.)

STAIRCASE STAIRCASE PERSPECTIVES PERSPECTIVES

0

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Although the timber 5.2.) treads Although have the beentimber treated, treads theyhave seembeen to betreated, slightlythey wornseem out and to benoslightly worn out and no longer provide any grip.longer This could provide be any due grip. to theThis poorcould or incorrect be due to treatment the pooroforthe incorrect treads,treatment of the treads,

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as they are used frequently as they andare should usedtherefore frequentlybeand treated should welltherefore before installation. be treated well before installation.

5.3.)

The handrails for 5.3.) the balustrade The handrails wouldforhave the balustrade to be sanded would and have re-varnished to be sanded everyand few re-varnished every few years, depending on theyears, usage, depending to retain on its aesthetic the usage,and to retain visual its appearance. aesthetic and visual appearance.

5.4.)

The glass panels 5.4.) for theThe balustrade glass panels are almost for themaintenance balustrade are free almost as their maintenance aesthetic free as their aesthetic appearance and structural appearance capabilities andwill structural remain the capabilities same forwill years. remain Someone the same would for years. Someone would just have to clean and/or justpolish havethem to clean every and/or now-and-again. polish them every now-and-again.

ISSUED

D FORD ISSUEK E WORKED REWOR SR IOEN SION IS SUBM SUBMIS

FOR

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STAIRCASE PERSPECTIVES

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º THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECTURAL TECHNOLOGIST / ARCHITECT.

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º ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SANS 10400 AND LOCAL AUTHORITY REGULATIONS. º ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

04

DETAIL 04 DETAIL 04

TIMBER HANDRAIL FIXING TIMBER TOHANDRAIL GLASS PANEL FIXING TO GLASS PANEL

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HANDRAIL FIXING AROUND HANDRAIL LANDING FIXING AROUND LANDING

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Vikash Parbhoo Design VikashStudios Parbhoo Design Studios 8 Innis Road. Wynberg 8 Innis Road. Wynberg STAIRCASE

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º ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT º THE DRAWING MAY NOT BE SCALED WITHOUT INSTRUCTIONS OF PERMISSION.

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PERSPECTIVES

NORTH NORTH ELEVATION ELEVATIONCape Town. 7800 Cape Town. 7800

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NOTES

PROJECT

STAIRCASE ANALYSIS:

2.1.)

PROJECT

STUDIO WORKSTUDIO 3 WORK 3

DESIGN AND STRUCTURAL RESPONSE:

PROJECT 6 :funky STAIRCASE PROJECT 6DETAILS : STAIRCASE The MINI show-room embodies a modern, mechanical, chic and style to it. A style

DETAILS

which is represented and conveyed through MINI their vehicle designs. MINI COOPER DEALERSHIP. COOPER DEALERSHIP. FORESHORE. FORESHORE. 2.2.)

CLIENT

direct and accurate response to the concept CAPE of the overall building. CAPE PENINSULA UNIVERSITY PENINSULAOF UNIVERSITY TECHNOLOGY OF TECHNOLOGY

STAIRCASE PERSPECTIVES

0

CLIENT

Such design concept is portrayed subtly in the staircase design, which is essentially a

2.3.)

SCALE N T S

DEPT. OF INFORMATICS DEPT. OF INFORMATICS AND DESIGN AND DESIGN

Structural elements in the design of building on the exterior as well as the interior are left exposed on purpose - which gives off a mechanical, structural and modern feel to it. A clear example of this is the large cantilevering box that protrudes outDRAWING the building above DRAWING the entrance. This theme was therefore followed through with the staircase, by exposing

EAST ELEVATION the structural steel stringers, the upright steelEAST columns,ELEVATION the steel flanges underside the treads as well as exposing all the fixings andCONSTRUCTION steel angles.

CONSTRUCTION DETAILS 2.4.)

DETAILS

STAIRCASE PERSPECTIVES STAIRCASE PERSPECTIVES

To break away from the raw usage of steel in the staircase design, treated timber was

used for all the treads as well as the intermediate landing. This, I would assume, was done

04

3A

01

DETAIL 01 DETAIL 01

TIMBER TREAD AND STEEL TIMBERFLANGE TREAD SUPPORT AND STEEL FLANGE SUPPORT

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intentionally, as the existing flooring on the ground and first floor respectively comprised of

STAIRCASE PERSPECTIVES

timber flooring, and therefore followed a uniform but subtle rhythm. Treated timber DRAWING NUMBER SUBJECT NAME SUBJECT NAME

EXISTING SITE IMAGES

03

2.5.)

STEEL STRINGER FIXED STEEL TO STRINGER FIRST FLOOR FIXED SLAB TO FIRST FLOOR SLAB

03

DRAWING NUMBER REVISION

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REVISION

STW-03STW-03 S.063 S.063 B 3B

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handrails were used as well, providing a warm and comfortable effect to the staircase.

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For the balustrades, clear safety glass panelsSKETCH were used, whichCOUNCIL is a continuation theCOUNCIL ONLY INFORMATION ONLY CONSTRUCTION SKETCH ofINFORMATION transparency of the facade of the building.

SCALE 1 : 5

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04PARBHOO SCALE 1 : 5

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METHOD OF SEQUENCE OF CONSTRUCTION: 3.1.)

The staircase sequence of construction is fairly simple, and can be seen as modular.

Firstly two main structural steel columns are welded to a base plate and bolted on all four sides for structural stability to pad foundations on the ground floor. main structure

The brief of the project was to analyse an existing staircase of choice, which can be physcially measured and accessed. The process involved carefully measuring up the existing elements, photographing it and researching on potential details.

consisting of 2 columns which are welded on the landing frame get bolded to the ground.

3.2.)

4 Rectangular hollow sections are welded to form a rectangular frame and welded on top of the steel columns, forming the structure for the intermediate landing.

3.2.)

The stringers, which are cut off site, are thereafter positioned and welded to the ground at the starting point, as well as welded to the landing frame structure and the return upwards to the first floor, where it is welded to a steel plate fixed to the R.C slab.

3.3.)

Steel flanges providing support for the treads are thereafter welded between the stringers are the correct and equal spacing's, with the timber treads thereafter being screwed and fixed above the supports.

The staircase itself was simple and modern, composed of a steel frame sub-structure and support, glass balustrade panels and a timber handrail. A further layer was analysing the existing staircase in relation to its compliance or non-compliance with the SANS regulations.

3.4.)

The glass balustrade panels are thereafter fixed to the stringers with patented stainless steel fixings sealed with silicone sealants, followed by the timber handrail getting fixed with patented fixings to the glass balustrade panels.

ISSUED

01

DETAIL 01

TIMBER TREAD AND STEEL FLANGE SUPPORT

SCALE 1 : 5

30

04

DETAIL 04

TIMBER HANDRAIL FIXING TO GLASS PANEL

SCALE 1 : 5

02

DETAIL 02

TIMBER TREADS FIXED TO STEEL STRINGER BASE

SCALE 1 : 5

KED REWOR SION SUBMIS DETAIL 05

FOR

03

HANDRAIL FIXING AROUND LANDING 2015

05 23/11/SCALE 1 : 5

01

DETAIL 01

DETAIL 03

STEEL STRINGER FIXED TO FIRST FLOOR SLAB SCALE 1 : 5

TIMBER TREAD AND STEEL FLANGE SUPPORT

SCALE 1 : 5

6

EAST ELEVATION SCALE 1 : 20

PROFESSIONAL WORK EXPERIENCE

31

ABUJA HOTEL Design Space Africa

B1

B2

B3

B4

B4

B

B5

B6

B10

B11

B 89.58 m²

C

C

C

C

Store

Store

13.92 m²

Std Room

13.92 m²

30.93 m²

25.10 m²

31.65 m²

Balcony

D

D Balcony

Balcony

5.64 m²

Std Room 27.54 m²

D

Accessible Room

Std Room

Std Room

24.73 m²

D

B9

Lobby

89.47 m²

The projected was located in a strategic location at Berger Junction, Utako, in Nigeria.

The plot contained 2 connected four-story buildings suitable for redesign into a prime boutique hotel. The extent of the vacant land also required a wellness centre, entertainment facilities and gym facilities.

B8

B

B Lobby

Type: Hotel Location: Abuja, Nigeria Involvement: Concept Team: L. Mpahlwa and V. Parbhoo

B7

Balcony

7.37 m²

6.04 m²

11.71 m²

Balcony 5.67 m²

B1

B2

B3

B4

B4

B5

B6

B7

Typical room layout T1

A key strategy was to maximize and make use of the existing structure as much as possible of the connected buildings, while accommodating flexible room layouts, sun-shading devices and sufficient ventilation. The ground floor accommodated co-working and boardroom facilities. The upper 3 floor floors accommodated standard rooms while the 4th floor accommodated penthouse suits and an outdoor pool lounge, resulting in approximately 70 keys.

A1

A2

A3

Balcony

A5

Balcony

9.95 m²

A

A4

A6

A8

Fire Stair

A9

A10

Balcony

17.88 m²

4.70 m²

B9

B10

B11

Typical room layout T2

A7

Balcony

4.65 m²

B8

A11

B1

Balcony

5.51 m²

B2

Atrium

5.50 m²

Balcony

55.11 m²

B3

B4

B5

B6

Balcony

5.69 m²

B7

B8

B9

Balcony

5.64 m²

B11

Balcony

4.77 m²

Fire Stair

B10

Balcony

4.72 m²

10.12 m²

A

17.88 m²

Std Room

Std Room

21.41 m²

Std Room

21.60 m²

Std Room

25.34 m²

Std Room

24.66 m²

24.66 m²

Std Room

Std Room

Std Room

21.41 m²

21.60 m²

25.34 m²

Std Room 25.03 m²

Std Room 25.03 m²

B

B

Lobby

89.47 m²

C

C Std Room

Std Room

25.07 m²

I was given a lot of responsibility for this project from inception. I was responsible for designing the new proposal of the hotel and the wellness centre, while aligning to the existing plans. This included proposing extensive room layout options while preparing presentation packages.

Std Room

24.73 m²

Std Room

24.73 m²

25.10 m²

Store

Store

13.92 m²

13.92 m²

Std Room

Std Room

Std Room

30.93 m²

30.93 m²

Std Room

27.54 m²

27.54 m²

D

Balcony

Balcony

11.54 m²

Balcony

7.25 m²

Accessible Room

Balcony

5.94 m²

31.65 m²

5.54 m²

Balcony

A1

A2

A3

A4

A5

A6

A7

A8

A9

A10

A11

5.67 m²

Accessible Room

Balcony

31.65 m²

D

Balcony

6.04 m²

Balcony

7.37 m²

11.71 m²

Balcony 5.67 m²

B1

B2

B3

B4

B5

B6

B7

B8

B9

B10

B11

NEW SLAB CONSTRUCTED FOR ACCESSIBLE ROOMS ON 2ND AND 3RD FLOORS

Proposed 1st floor layout ISLAND

HIGHWAY INTERCHANGE

OBAFEMI AWOLOWO WAY

ENTERTAINMENT

Room Schedule

EVENTS

RETAIL

MI

E AF

OB

O AW

L

OW

PERFORMANCE PAVILLION

LIVE MUSIC PERFORMANCES

GYM

LOBBY + CONSULTATION LOUNGE

WEIGHTS, CARDIO, STRETCHING AREAS

500 sqm

INDOOR EVENTS SPACE

200 sqm

ISLAND

T EN NM AI RT TE EN

EXISTING AND NEW SOFT LANDSCAPING

Accessible Room

AY OW

EXISTING AND NEW SOFT LANDSCAPING

EVENTS PAVILLION

Std Room

350 sqm

Lobby STUDIO, CHANGE ROOMS, SAUNA

Store

5 GAZEBO SEATING AREAS

OUTDOOR GARDEN

GREY WATER FILTRATION

SEATING PAVILLION

MAIN POOL

LOUNGE POOL

GYM

JACUZZI

WELCOME + NAIL BAR

ARTS + CRAFTS

250 sqm

FEATURE POND

ICE CREAM

COVERED WALKWAYS + OUTDOOR TERRACES

OPEN LAND

LOUNGE

TERRACE

280 sqm

45 sqm

IL TA RE

MAIN RESTAURANT

INDOOR EVENTS + ROOF TERRACE ABOVE

LANDSCAPED GARDEN

Balcony

50 OUTDOOR SEATS 2 OUTDOOR TREATMENT AREAS

SPA

LOUNGE

380 sqm

60 SEATS

6 INDOOR TREATMENT ROOMS + EXPRESS TREATMENT LOUNGE

HOTEL

RESTAURANT 100 INDOOR SEATS BAR AREA, BUFFET SECTION, OPEN SEATING, BOH

PUBLIC ACCESS

510 sqm

210 sqm

EXISTING AND NEW SOFT LANDSCAPING

BICYLE HIRE AND PARKING

EXISTING ROAD DROP-OFF ZONE

DELIVERIES ONLY

PEDESTRIAN LINK

GLASS LINK

SPA

IN

GROUND FLR: CO-WORKING, BOARDROOMS, WELCOME LOBBY AND STAFF UPPER FLR: STD + DELUXE ROOMS, BAR, ROOF TERRACE

STORE PLANT EQUIP. CAR WASH SHOWROOM

ARRIVAL

5 FLR - 4700 m² EXISTING ROAD

PARA.

GUEST PARKING

IN / OUT

ABUJA HOTEL 70 KEYS

EXISTING STR.

DROP-OFF ZONE

OUT

4 BAYS

IN / OUT

VIP AND TOUR BUS 18 BAYS

VIP PARKING

COVERED PEDESTRIAN LINK

EXISTING CONTAINER YARD AND OPEN LAND IN / OUT

Proposed layout of the Hotel and Wellness Areas

OPEN LAND

HOTEL + GUEST PARKING 121 BAYS

32

NO ENTRY

KIGALI SMART CITY Design Space Africa in collaboration with ARUP

street edge

street edge boundary boundary

front garden

wc

passage

0

1 : 250

bed 04

bed 01

1

1 : 250

1

1 : 250

2

1 : 250

Plot Size: 140m2 Plot Dimensions: 7mm x 20m Setbacks: 3m front (street)

bed 05

level split level split

level split

balcony

passage

bed

2F

lounge

bed 01

bed 04

bed 01

bed 2F

bed

bed

1F

bed

bed 04 wc kitchen street

street

U1

bed U1

bed

UG dining

wc

GF

kitchen

Second

level split

bed

passage

level split level split

passage level split

bath level split level split

level split

passage

level split

bed 05

UG dining GF terrace

lounge

lounge

LG

terrace LG

Roof

T6 - Section AT6 - Section A PlanT6_Roof Plan T6_Ground Floor T6_Ground Floor T6_First FloorT6_First Floor T6_Second Floor T6_Second Floor T6_Roof A A 1 : 250

1 : 250

2

1 : 250

bed 03

bed 02

level split

bed 03

balcony

1

bed 04

First

Name

back garden

0

passage level split level split

passage level split

level split

level split level split

level split

bath

3

1 : 250

Plot Size: 140m2 Plot Dimensions: 7mm x 20m Setbacks: 3m front (street)

Type 6 - Area Schedule Type 6 - Area Schedule

bath level split

passage

bed 05

T6_Ground Floor T6_Ground Floor T6_First FloorT6_First Floor T6_Second Floor T6_Second Floo

0

bed 02

level split level split

bed 05

back garden

1F

back garden

bed 03

bed 02

bed 01

Ground

boundary

boundary

bath

lounge

back garden

dining

level split

dining

lounge

kitchen yard

lounge

bed 03

bed 02

kitchen yard

dining

kitchen

dining

foyer

kitchen

kitchen yard

I was fortunate to have been involved in the design of multiple housing types rangedge street edge ingstreet from 3 to 5 bedroom types.

I also conboundary boundary tributed in the design of the market space as well as urban proposals for the housing front front types. During this process I was given the garden garden responsibility to manage BIM / Revit drawhouse house the issuing of keepinging standards while managing keeping drawings between internal team members and towcARUP. foyer wc foyer

kitchen yard

wc

kitchen

We worked in partnership with ARUP Engineers and TAM. The overall deliverables included formulating a site master-plan, detailed designs and tender documents for the first 16ha construction phase.

kitchen

foyer

level split

The following proposal formed part of a competition entry for a portion of Green City Kigali . The aim of GCK was to develop a sustainable community in the 600ha ‘Kinyinya Hill’ area of Gasabo; a district in the capital city, Kigali. The project will provide housing that is affordable for a diverse range of incomes in sustainable and culturally compatible, climate resilient urban communities. GCK will set a new and radical high benchmark for sustainable development in Rwanda and beyond.

house keeping

level split

house keeping

front garden

level split level split

boundary

boundary

level split

Type: Urban Location: Kinyinya Hill, Kigali Involvement: Competition Team: L. Mpahlwa V. Parbhoo. R. Ngobeni, T. De Sola.

1 : 250

1

1 : 250

2

1 : 250

Design and Layout of a 150sqm, 5 bed row house typology

2 1 : 250 1 : 250 33

13 : 250 1 : 250

3

1 : 250

Area

Name

Area

00 Lower lounge

00 Lower 16.59 m² lounge

16.59 m²

01 Ground dining foyer house keeping kitchen stair core wc

01 Ground 9.63 m²dining 5.50 m²foyer 7.97 m²house keeping U1 7.36 m²kitchen 20.57 m² stair core 1.94 m²wc

9.63 m² 5.50 m² 7.97 m² 7.36 m² 20.57 m² 1.94 m²

02 Upper bed 01

02 Upper 14.14 m² bed 01

open kitchen

03 First 2.67 m²bath 12.35 m² bed 02 10.16 m² bed 03 7.35 m²passage

04 Upper First bed 04

04 Upper First 14.25 m² bed 04

Market Square proposal

1F

14.14 m²

garden

B

passage

UG

03 First bath bed 02 bed 03 passage

05 Second bed 05 passage Grand total: 15

2F

LG

GF garden

2.67 m² 12.35 m² 10.16 m² 7.35 m²

T6 - Section BT6 -

05 Second 16.93 m² bed 05 2.38 m²passage 149.78 Grand m² total: 15

1 : 250

14.25 m²

B

1 : 25

16.93 m² 2.38 m² 149.78 m²

stove

Counter top

drawer

AXIS APARTMENTS

Level 2 TOC 27100

dhk Architects

drawer

Cupboard as per joinery spec

3

Level 3 TOC 30350

600

Level 2 TOC 27100

drawer

Cupboard as per joinery spec

C

Level 3 C TOC 30350

900

800

800

Cupboard as per joinery spec

drawer

900

3

Level 3 TOC 30350

100

2

drawer oven unit

100

1

900

drawer Applicance as per applicance schedule

565

565

Washing machine as per applicance schedule

565

Level 3 TOC 30350

Ceiling as per spec

04 (003) Kitchen Type 3 - Elev D

SCALE 1 : 20

SCALE 1 : 20

2 600

525

540

560

300

adjustable shelving

adjustable shelving

adjustable shelving

Level 2 TOC 27100

adjustable shelving

oven unit

245

Level 3 drawer TOC 30350

drawer

2400

600

800

04 (003) Kitchen Type 3 - Elev B void1 above SCALE : 20

WM

splashback

900

1425

drawer

04 (003) Kitchen Type 3 - Elev F FR

Level 2 TOC 27100

B

Level 3 TOC 30350

560

splashback

1425

Level 2 TOC 27100

1

oven below extractor abov

A

600

2400

250

04 (003) Kitchen Type 3

04 (003) Kitchen Type 3 - Elev C

SCALE 1 : 20

SCALE 1 : 20

Level 2 TOC 27100 Level 3 TOC 30350

245

1

2

Level 3 TOC 3035

245

01 (041) Unit A2 - Elev 08 - Bedroom 1

01 (041) Unit A2 - Elev 12 - Bedro

SCALE 1 : 50

SCALE 1 : 50

void above

void

High cupboards.

Finish as per spec

High cupboards.

Finish as per spec

2

Level 3 TOC 30350

High Finish

2

Adjustable shelving

900

1

WM 630

600

2400

1630

400

900

195 20

drawer

195

drawer

195

34

Wall finish as per spec

Splashback and Counter top, by others

Counter top, by others.

600

Counter top, by others

line of cupboards above

E

Level 2

drawer

Cupboard doors as per joinery spec.

Cupboard unit as per joinery spec.

Level 2

Cupboard unit as per joinery spec.

2400

LED light strips recessed in bottom, beyond

F 04-04-003

Under-slung sinks

Door to kitchen

Wall finish as per spec

450

630

DW

Level 3 Adjustable shelving TOC 30350

900

B 300

500

B 04-04-003 D

C

880

500

drawer unit

350

500

drawer

C

FR

1630

250

2

600 355

SCALE 1 : 50

600

drawer

2700

Level 3 TOC 30350

1890 600

01 (041) Unit A2 - Elev 01

1630

900

600

drawer unit

ST

drawer

C

600

75

line of cupboards above

600

900

TOC 27100

500

Level 2 TOC 27100

drawer

NOTE: This is a design intent drawing only. Selected sub-contractors to manufacture and install the joinery on 'design & supply' basis and will be responsible for technical design including installation and fitting details.

Level 2

splashback

290

C

Level 3 TOC 30350

100

300

600

R E T I C U L AT I O N

3D VIEW

Splashback and Counter top, by others

195 20

540

E

Counter top, by others

195

525

LED light strips recessed in bottom, beyond

SCALE 1 : 50

600

585

F 04-04-003

400

1630

2

Under-slung sinks

line of cupboards above

C 600

SCALE 1 : 20

880

B

04 (003) Kitchen Type 3 - Elev D

SCALE 1 : 50

SCALE 1 : 20

1

01 (041) Unit A2 - Elev 11 - Bedro

450

01 (041) Unit A2 - Elev 07 - Bedroom 1

04 (003) Kitchen Type 3 - Elev B

SCALE 1 : 50

400

01 (041) Unit Type A2

Level 2 TOC 2710

100

WM 630

DW

Adjustable shelving

900

Washing machine as per applicance schedule

Level 2 TOC 27100

High cupboards.

Finish as per spec

Cupboard as per joinery spec

630

100

drawer

void above

SCALE 1 : 20

900

Level 2 TOC 27100

drawer

3D VIEW

Cupboard as per joinery spec

300

800

Cupboard as per joinery spec

100

drawer

Kic

A

drawer unit

350

500

drawer oven unit

900

800

drawer

245

B 04-04-003 D

SCALE 1 : 20 drawer

900

Fridge as per C appliance schedule

2

600 355

600

ST

1

Level 3 TOC 30350

Level 2 TOC 27100

195

75 splashback

500

drawer

adjustable shelving Cupboard unit as per joinery spec.

04 (003) Kitchen Type 3 - Elev C Counter top

SCALE 1 : 20

Applicance as per applicance schedule

Level 3 adjustable shelving TOC 30350

195

04 (003) Kitchen Type 3stove

adjustable shelving

drawer unit

oven below extractor abov

2700 Splashback

Counter top, by others.

line of cupboards above

600

2400

600

250

Cupboard doors as per joinery spec.

drawer

600

500

600

500

Counter

2400

250

Wall finish

Void above

SCALE : per 50spec Wall finish1as

Splashback and Counter top, by others

drawer

100 195 1890

LED light strips recessed in bottom, beyond

600

290

195 20

C

3

04-04-003 Underslung sink basins in manufactured stone top

01 (041) Unit A2 - Elev 10 - Bedro

LED light strips recessed in bottom, beyond

195

adjustable shelving

1630

400

Level 3 TOC 30350

adjustable shelving

900

adjustable shelving

195

adjustable shelving

600

880 600

adjustable shelving

Door to kitchen

Wall finish as per spec

630 line of cupboards above

1630

400

Counter top, by others

SCALE 1 : 50

Level 2 TOC 27100

Level 2 TOC 27100

Level 3 TOC 3035

545

Level 2 TOC 27100

01 (041) Unit A2 - Elev 06 - Bedroom 1

04-04-003 Void above E finish as per spec Wall

Under-slung sinks

900

450

Ceiling as per spec F

C

560 545

300

DW

540

900

2 TOC 27100

525

800

565 Level

565

900

565

630

300

600

High cupb Finish as pe

C585

Adjustable shelving

Level 3 TOC 30350

2

High cupboards.

Finish as per spec

600

2400

1

900

350

500

drawer unit

Level 3 TOC 30350

Level 2

Level 2 TOC 27100

A

C

Level 3 TOC 30350

2

drawer

FR

Level 3 TOC 30350

Cupboard as per joinery spec

1 100

oven below extractor abov

2

900

800

900

1425 1890

B 04-04-003 D

3

Level 3 TOC 30350

drawer

Applicance as per applicance schedule

600 355

Level 2 TOC 27100

C

drawer

1

Level 3 TOC 30350

ST

drawer

B

Level 3 TOC 30350

100

75

SCALE 1 : 50 stove

splashback

290

Splashback

Counter top, by others.

SCALE 1 : 50

drawer unit

600

01 (041) Unit A2 - Elev 09 - Bedro

Underslung sink basins in manufactured stone top

line of cupboards above

600

LED light strips recessed in bottom, beyond

01 (041) Unit A2 - Elev 05 - Bedroom 1

UNIT TYPE A2

I have been fortune enough to be involved in such a luxury residential project during its design development and construction stages. Working and learning under the project architects, I engaged with numerous aspects of the projects. This included through design assistance of the external spaces, the concierge and penthouse units as well as various internal spaces. I was also appointed to produce and issue various unit and kitchen layouts, design sections, working drawings, room data sheets, tender documentation and technical details, as 3 D Vas I E Wattend various site meetings well

adjustable shelving

NOTE: This is a design intent drawing only. Selected sub-contra manufacture and install the joinery on 'design & supply' b and will be responsible for technical design including ins and fitting details.

Level 2 TOC 27100

900

splashback

500

C

400

The Axis, now completed, is one of the latest development in the vibrant, mixeduse Bridgeways precinct in Century City.

The building occupies a prominent corner position and capitalises on enviable views of Table Mountain, Robben Island and the Atlantic Ocean that the site affords. The luxury development comprises of 85 luxury apartments and penthouses with smallscale commercial space and a signature restaurant at ground level, activating the street level. The rising forms cuts away, creating dynamic terraces and activity at different heights, culminating in the generous penthouse units.

585

900

1

B

Void above Wall finish as per spec

800

Type: Luxury Residential Location: Involvement: Construction Team: P. Stokes, H. Abosi, J. Moolman, F. Regal & V. Parbhoo Awards: A’ Bronze Design Award

04 (003) Kitchen Type 3 - Elev B

Spla Co

ACCESSORIES DIMENSIONED FROM INTERNAL WALL FINISH.

30

06-03-206 Typical Shower Waterproofing Detail

AXIS ERF 7106 Century City client

450

550

03 (001) Type 1_ Elev D SCALE 1 : 20

03 (001) Type 1_ Elev D

email: architects@dhk.co.za

100 100

100 440

440 440 VARIES VARIES

100 100

100

100

1100 1100

EQ EQ

EQ

100 100

100 100

100

100

100

1100 1100

EQ EQ 1100 EQ EQ EQ 1100 EQ 1100

EQ

1100

1100 1100

1100

EQ

450

1200 1200

1100

1200

EQ

1100 1100

1100

2640 1200

1150

30 590

520

100 2640

600

1150 450

550

1200

1400

5

100

project number

25

13036 06/06/17 first issue

270

Level -1 TOC 15700

revision

450

scale scale

client

firstfirst issue issuescale

drawin

Pod

03 (001) Podium Section 1

projec

13

SCALE 1 : 50

first is

09

drawing number

revision

04-03-001 2 1 : 20 @ A1

fall towards drainage

Screed

R.C floor slab as per Str. Eng drawings

230

R.C floor slab as per Str. Eng drawings

INTERNAL RETAIL

issued for

CONSTRUCTION

Aluminium sliding doors to Podium (shown indicitavely), as per manufacturers details / specs

171024

Resiflex membrane lapped against alum angle (red dotted)

Packing on R.C slab, by window installer

Cont. 38x38mm aluminium angle, with a mill finish as per manufacturers spec

Polysulphide sealant between tiled finish and alum. frame

Internal tile and screed finish, as per finishes spec

9 somerset road,(Pty) capeLtd town dhk architects tel: floor, +27 (0) 421 6803 6th de21 waterkant centre

40 10

Bottle cove formed in waterproofing membrane

Double layer Torch-on waterproofing membrane (red dotted)

9 somerset road, cape town tel: +27 (0) 21 421 6803

R.C. SLAB

reg no: 1998/020807/07 project

AXIS ERF 7106 Century City

email: architects@dhk.co.za

and outlet AXIS regFloor no:drain 1998/020807/07 project ERF BASEMENT -1 7106 AXIS Century City client ERF 7106 Rabie Property Century City Group

client

Rabie Property Group

client

Shower drawing Water Proofing Details Shower Shower Waterproofing project number drawing number Water Proofing Details 13036 06-03-200 Shower Waterproofing first issue scale project number

11/20/17 13036 11/20/17 first issue

BASEMENT -1

drawing

Section & Details Podium Waterproofing 1

03 (001) Waterproofing Detail 1 project number drawing number revision

1 As indicated 1@ A1 06-03-200 drawing number

scale

200

6th floor, de waterkant centre

email: architects@dhk.co.za

reg no: 1998/020807/07 fax: +27 (0) 21 421 0670 project

dhk architects (Pty) Ltd

fax: +27 (0) 21 421 0670

fax: +27 (0) 21 421cape 0670town 9 somerset road, email: architects@dhk.co.za tel: +27 (0) 21 421 6803

R.C. SLAB Screed 600x600mm full bodied porcelain shower tiles on approved paste

Drip formed in plaster

EXTERNAL PODIUM

scale

650 150

Approved sealant bead between floor tile and UChannel 600x600mm full bodied porcelain shower tiles on approved paste

revision

As indicated @ A1

Rab

11/14/17 11/14/17 11/14/17 1 : 20 @ A2 1 1: 20 :2

Typical Section

Rabie Property Group

SCALE 1 : 2

first issue

Cen

13036 13036 06-24-000 06-24 06-2 A

External tile and screed finish, as per finishes spec, to fall towards floor drain

6th floor, de waterkant centre

ERF

drawing drawing numb revn

Bas

Double layer Torch-on membrane lapped onto floor drain flange (red dotted)

dhk architects (Pty) Ltd

AXI

project number project project number number drawing number Terrain / Landscaping

13036

Level 0 TOC 19500

100mm Tile skirting, as per spec

projec

(green dotted)

415 1015

PODIUM

Approved sealant bead 16x20mmfloor Alum. between tile Uand UChannel Channel fixed into levelled screed

fall towards drainage

03 (001) Waterproofing Detail 2 06-03-205 Shower Screen Section S1 Detail 2 SCALE 1 : 10

drawing drawing

Int_Joinery Int_Joinery

Bedroom UnitsBedroom Bedroom Units Units

MS8 Dorkin Delta dimple drainage

CONSTRUCTION

50

Full bodied floor tiles, as per spec, laid on approved paste, on 16x20mm Alum.

Ulevelled screed on levelled R.C slab Channel fixed into screed

06-03-205 Shower Screen Section S1 Detail 2

drawing

Int_Joinery

FBX-311 Type FBX-311 2& FBX-311 4 Type Type 2 &2 4& 4

Balustade expoxy-fixed into issued for concrete

171121 CONSTRUCTION

Continuous ventilation louvres, as per manufacturers spec, fitted along basement openings

SCALE 1 : 2

client client

Rabie PropertyRabie Group Rabie Property Property Group Group

drawing

EQ

1065

3250

125

BASEMENT -1

drawing

AXIS 06-03-204 Shower Entrance Section S1 Detail 1 ERF 7106 SCALE 1 : 2 03 (001) Waterproofing Detail 1 drawing CenturyShower City 06-03-204 Entrance Section S1 Detail 1 SCALE 1 : 5 Room Data Sheet SCALEclient 1:2 Bathroom Layouts Rabie Property Group Bathroom - Type 1

ERF ERF 7106 7106 Century Century City City

Room Data Sheet Bathroom Layouts Bathroom - Type 1

slope

MS8 Dorkin Delta dimple drainage sheeting to line out planter (black dotted)

275

ERF 7106 Century City

Rabie Property Group

Steel balustade to later detail

SOIL 10mm thick framless Toughned glassbodied screen, to specialists Full floor tiles, as per details fixed wallpaste, and floor spec, laid onagainst approved on along anscreed alum channel levelled on R.C slab

reg no: 1998/020807/07 BASEMENT -1

AXIS AXIS

email: architects@dhk.co.za protective sheeting over torch-on

AXIS ERF 7106 Century City

171121

20

fax: +27 (0) 21 421 0670

project project

615

300

15

30 550

15 15

reg no: 1998/020807/07 regreg no: no 19 06-03-001

AXIS

Level 0 TOC 19500

Continuous aluminium louvres along wall openings

issued for "chimney" in background Drainage

Opening in basement wall

R.C floor slab as per Str. Eng drawings

email: architects@dhk.co.za email: email: arc

project

project

960

Screed

R.C floor slab as per Str. Eng drawings

100 100

2400 AFFL 2400 AFFL

1100 1100 100 100

50 50

50 5 10

450

1065

615

850 550

5 25

fax: +27 (0) 21 421 0670

fax: +27 (0) 21 421 0670 fax:fax: +27+

Continuous top aluminium rail fixed to u/s R.C. soffit

reg no: 1998/020807/07

25

tel: +27 (0) 21 421 6803

600x600mm full bodied porcelain shower tiles on approved paste

VARIES

300

440 440 VARIES VARIES 1200 1200

2200

2940 2940 1200

1400 550

50

100

100 100

100

9 somerset road, cape town

Screed

100 100

100 100

100 440

1200

500

635

1100

1100 550

1100 1100

30

180 100 20 20

6th floor, de waterkant centre

drawing number

SOIL AND PLANTERS

10mm thick framless Toughned glass screen, to specialists details fixed against wall and floor along an alum channel

Rabie Property Group project

project number

600

900

1400

1200 550 1200 10 10 VARIES 30

email: architects@dhk.co.za dhkno: architects (Pty) Ltd reg 1998/020807/07

tel: +27 (0) 21 421 6803 tel: tel: +27+

client

Level 0 TOC 19500

Agricultural drain wrapped in Geotextile fabric

Sliding shop

9 somerset road, cape9manufacture town somers 9 som

Note: For full details refer to Specifications schedule

Single layer Torch-on membrane

20

Stone chip drainage

600x600mm full bodied Aluminium straight edgeporcelain tile trim shower tiles on approved paste

fax: +27 (0) 21 421 0670

100

520

SCALE 1 : 10

VARIES

135 135

200

50

SAN-166

1200

1150

S.O.P

project

100

06-03-206 Typical Shower Waterproofing Detail SAN-802 SCALE 1 : 10

tel: +27 (0) 21 421 6803

35

450

600 550

775

1400

520

380

VARIES

100

1850

cL

30 06-23-001

SAN-166

R.C. SLAB

fall towards drainage 9 somerset road, cape town

CC

6th floor, de waterkant6th centre 6th floor, flo

tel: +27 (0) 21 421 6803 on concrete (red dotted)

40

Plaster and paint finish, as per spec

Approved sealant bead between floor tile and U-Channel Aluminium straight edge tile trim

Steel canopy dhk architects (Pty) dhk Ltddhk arch a

Continuous bottom

R.C floor slab as per Str. Eng drawings

35

S.O.P

6th floor, de waterkant centre

Level 1 TOC 23850

4mm APC C

Basement ventilation grilles.

Colour and finish as per manufacturers specs. Refer to schedule for sizes

Reinforced polymer screed sloped to fall to 600x600mm shower outlet,full onbodied LEVELporcelain 1 ONLY,shower with lapped membrane as per tiles on waterproofing approved paste manufacturers details.

Double layer Torch-on membrane lapped over concrete planter box (red dotted)

1

A

100mm Resiflex bandage over top edge of torch-on membrane

125mm Plaster band

Geotextile sheet (green dotted)

171114

client

lapped waterproofing membrane as per manufacturers details.

NOTE: Shower detail applies to Level 2-11slope only Resiflex waterproofing bandage across top of all planter walls to NOTE: be lapped over top of double torch-on layer detail applies to Level 2-11 only Shower

Approved sealant bead between 16x20mm Alum.

U-Channel fixed floor tile and U-Channel into levelled screed behind

Void Void

04-03-001 2 1 : 20 @ A1

171117

SCALE 1 : 10

35

SAN-802

SAN-801

towardsLtd drainage dhk architectsfall(Pty)

50

cL

1400

06-23-001

2 coats resiflex PDR Concrete slab in waterproofing Bottle covewide formeddressed 330mm membrane onto drain flange 2Double coatslayer resiflex Torch-onPDR waterproofing membrane (red 330mm wide dressed dotted) onto drain flange

35

775

600

380

name VP

CONSTRUCTION

03 (002) Waterproofing Detail 3

270

Full bodied floor tiles, as per spec, laid on approved paste,fixed on 16x20mm Alum.

U-Channel levelled screed on R.C slab into levelled screed behind

15

cL

SAN-803

B CB

Reinforced polymer screed sloped to fall to R.C flooroutlet, slab as Str. Eng drawings shower onper LEVEL 1 ONLY, with

230

issued issued for for

Issue for Iss Is Information Infor Info

Plastered and painted wall finish

BB

EQ

10mm thick framless Toughned glassbodied screen, to specialists Full floor tiles, as per detailslaid fixed wallpaste, and floor spec, onagainst approved on along anscreed alum channel behind levelled on R.C slab

171117

description Podium waterproofing package. Issued for Construction Revise Single layer torch-on to Double on top of Podium revision slab - relace Sika Cemflex with Resiflex

dhk architects (Pty) Ltdaluminium rail

SCALE 1 : 2

Internal tile and screed finish, as per finishes 10mm thick framless Toughned spec glass screen, to specialists details fixed against wall and floor along an alum channel behind

issued for

600x600mm full bodied porcelain shower 16x20mm Alum. U-Channel fixed tiles on approved paste into levelled screed

A

06-03-202 Shower - Section S1

CONSTRUCTION

Double Double RailRail

Basement wall opening

10mm thick framless Toughned Approved sealant bead betweenglass screen, specialists details fixed against floor tile to and U-Channel wall and floor along an alum channel

06-03-202 Shower - Section S1

Cont. 38x38mm aluminium angle, with a mill finish as per manufacturers spec

Double

Rail BASEMENT -2

9 somerset road, cape town

Typical Elevation

20

cL cL

Full bodied porcelain wall and floor tile 600x600mm

775

Full bodied floor tiles, as per spec, laid on approved paste, on levelled screed on R.C slab

Aluminium sliding doors to Podium (shown indicitavely), as per manufacturers details / specs

cL

scale Full bodied skirting tile, 600x600mm tile, cut to 100mm high (along plastered & painted walls only)

cL

fall towards drainage

NOTE: Shower detail applies to Level 2-11(red only dotted)

Brickwall 2TOC coats 19500resiflex PDR 200mm wide strips as gusset in corners and screed finish, as 2External coatstileresiflex PDR per finishes spec, to fall towards 200mm Concrete slabstrips floor drain wide as gusset in corners

BBB

B

SAN-801

Full bodiedsealant floor tiles, asbetween per spec, Approved bead laid on paste, on levelled floor tileapproved and U-Channel screed on R.C slab

Note: 171117 For full details refer to Specifications schedule Resiflex membrane lapped against alum angle

issued for

AA

fall towards drainage

NOTE: CONSTRUCTION Shower detail applies to Level 2-11 only

name 500500 dhk first issue

171024

FINISHES LEGEND

issued for

10mm thick framless Toughned glass SAN-166 screen, to specialists details fixed against wall and floor along an alum channel

BASEMENT -2

Plastered and painted wall finish issued for Full bodied porcelain wall and floor tile 600x600mm

AB A

SAN-802

SCALE 1 : 2

INTERNAL RETAIL

13036 06/06/17

500 500 500

16x20mm Alum. U-Channel fixed into levelled screed

FINISHES LEGEND Note: For details refer tile, to Specifications schedule Full full bodied skirting 600x600mm tile, cut to 100mm high (along plastered & painted walls only)

BASEMENT -1

6th floor, de waterkant centre

30

SANITARYWARE SCHEDULE & SPECS Plastered and painted wall- finish 05-23-001 FXB-511 VANITY JOINERY DETAIL 06-24-101 TYPICAL BATHROOM DETAILS 06-23-001 tile TYPICAL CEILING DETAILS Full bodied porcelain wall -and floor 06-06-001 600x600mm

2

Sec 2424(004) A (004)Sec SecAA 24 (004) Sec 2424(004) B (004)Sec SecBB

06-24-101 revisions 06-23-001 rev date 06-06-001 1 170929

SCALE SCALE 1 : 120: 20

380

SCALE 1 : 20

15

plaster & paint

VARIES

180 500

03 (001) Podium Section 1 30

2640

tiled wall finish

SAN-801

2640

cL

SAN-802

description 500 500 500 Issue for Construction

-

drawing number 2

project number

2500 2500

revisions 500 500 500 rev date 1 171121

AA

cL

Line of bottom aluminium rail fixed behind louvre frame

Full bodied skirting tile, 600x600mm tile, cut to 100mm highREFERENCES (along plastered & painted walls only) DRAWING

Level 0

slope

SAN-803

SCALE 1 : 20

BASEMENT -1

fall

Bathroom Layouts Bathroom - Type 1

• the scaling of this drawing for construction purposes is not permitted FXB-511 VANITY JOINERY DETAIL TYPICAL BATHROOM DETAILS •revisions all dimensions and levels are to be confirmed on site prior to construction •revany discrepancies are to be reported to dhk immediately TYPICAL date description nameCEILING DETAILS •1 dhk accepts for errors resulting from misinterpretation of this drawing 171121no responsibilty Issue for Construction dhk

24 (004) FXB-311 2424(004) (004)FXB-311 Type FXB-311 4 - Plan Type Type4 4- Plan - Plan

SAN-803

Terrain / Landscaping

rev 1

cL cL

06-03-002

plaster & paint

NOTE: Shower detail S1 applies to Level 1 only NOTE: 06-23-001 Shower detail S1 applies to Level 1 only

revisio

cL

authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior to construction • any discrepancies are to be reported to dhk immediately

(GL Room G3) DataDRAWING REFERENCES 24 (004) Sheet

Line of unplastered R.C column behind louvres

Continuous basement ventilation louvres below Podium slab edge

SCALE SCALE 1 : 120: 20 SAN-803

Storage Storage

06-03-001

Drip formed in plaster

50

slope

06-03-200

1200

Detail 1 & 2

slope

1150

22 50 22 50

slope

plaster & paint

Brick wall

06-03-203 Shower - Wall DetailtiledS3 wall finish

SCALE 1 : 20

300

06-03-200

SCALE 1 : 20

drawing • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations •notes the scaling of this drawing for construction purposes is not permitted all dimensions anddrawing levels are to be confirmed on sitethe prior to construction •• the design on this is copyright and remains property of dhk • any discrepancies are to be reported to dhk immediately

500 500 500

A

TiledS3 or Painted finish. Refer to 06-03-203 Shower - Wall Detailbathroom layouts

SCALE 1 : 2

Storage

notes • the • all an • the • all co • an • dh this

• dhk accepts no responsibilty for errors resulting from misinterpretation of this drawing all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable SCALE 1 : 50•• dhk SCHEDULE & SPECS SCALE 1 - : 20 05-23-001 accepts no responsibilty for errors resulting from misinterpretation SANITARYWARE of this drawing SCALE SCALE 1 : 120: 20 SCALE 1 : 20 SCALE SCALE 1 : 120: 20 authority regulations

SCALE SCALE 1 : 120: 20

INTERNAL RETAIL

Tiled or Painted finish. Refer to 600x600mm full bodied porcelain bathroom layouts wall tiles laid on approved paste on plastered finish Brick wall

PODIUM

Void Void

Vanity Units Void Void Void Void Mirror secret fixed to wall Wall hung WC with concealed cistern & actuator plate Undermount whb with mixer, trap, waste & angle valve Drop-in bath with spout, mixer with diverter & bath shower Towel rail notes Toilet paper holder • the design on this drawing is copyright and remains the property of dhk Robe hook & spare hook • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable

Rabie Property Group

Line of top aluminium rail fixed behind louvre frame

600x600mm full bodied porcelain wall tiles laid on approved paste on plastered finish

CONSTRUCTION

AXIS ERF 7106 BATHROOM CODES SANWARE BRIEF DESCRIPTION Century City

CODE FXB-511 client 100mm Kickplate AFFL 100mm 100mm Kickplate Kickplate AFFL AFFL MIR-101 SAN-166 SAN-341 SAN-400 50mm Floor Finish on50mm RC 50mm Slab Floor Floor Finish Finish on RC on RC Slab Slab SAN-801 SAN-802 notes • the design on this drawing is copyright and remains the property of dhk SAN-803

A

03 (001) Type 1_ Elev D

EXTERNAL PODIUM

EARTH

Plaster & Paint finish (white) on Podium wall upstand

Silicone bead between alum channel and wall finish

03 SCALE (001) 1 : 10Type 1_ Elev C

Tile finish 2 coats of resiflex PDR slurry to all shower walls 2 coats of resiflex PDR slurry to all shower 2walls coats of resiflex PDR membrane to shower screed 2Packing coatsonofR.Cresiflex PDR slab, by window Tile on screed to fall installer membrane to shower screed Polysulphide sealant between tiled Brickwall finish and alum. frame Tile on screed to fall

Detail 1 & 2 tiled wall finish

CC

06-06-001

50

Shower glass screen Tile finish

06-06-001

BCB

40 10

300

Shower glass screen

06-06-001

10

Silicone bead between alum fixed 16x20mm Alum.

U-Channel channel wall finish onto andand through plastered finish and brick wall

06-03-201 Typical Shower - Plan

Shower Mixer

SCALE 1 : 20

Wide Wide Drawers Drawers

100 20

Shower Mixer

Double Double Double Rail Rail Rail

Lintols over short ends

SAN-166

500

S.O.P

06-03-201 Typical Shower - Plan

03 (001) Type 1_ Elev A

10

24 (002) FXB-311 2424(002) (002)FXB-311 Type FXB-311 2 - Plan Type Type2 2- Plan - Plan

EQ

fall

10 970 CODE SANWARE BRIEF DESCRIPTION SCALE EQ 1 : 50 EQ REFERENCES FXB-511 Vanity Units DRAWING 1000 MIR-101 Mirror secret fixed to wall 885 870 SANITARYWARE SCHEDULE & SPECS 05-23-001 10 970 & actuator plate SAN-166 Wall hung WC with concealed cistern FXB-511 VANITY JOINERY DETAIL 06-24-101 SAN-341 Undermount whb with mixer, trap, waste valve TYPICAL BATHROOM DETAILS - & angle06-23-001 SAN-400 Drop-in bath with spout, mixer with diverter & bath shower TYPICAL CEILING DETAILS 06-06-001 SCALE 1 : 10 SAN-801 Towel rail SAN-802 Toilet paper holder FINISHES LEGEND SAN-803 Robe hook & spare hook

SCALE 1 : 20

775

Ceiling, as per spec

SCALE 1 : 2

cL

EQ

100

BATHROOM CODES

Double Rail

Level -1 TOC 15700

Wide Drawers

SCALE 1 : 20

10mm thickAlum. framless toughned glass 16x20mm U-Channel fixed screen, into alum channel with an onto andfixed through plastered finish approved water-tight silicone seal and brick wall

Sliding shopfront, as per manufacturers spec

1400

TOC 15700 G1 SAN-400 G1 fall G2 G2 G2 BATHROOM CODES G2 fall SANWARE BRIEF DESCRIPTION G3 Vanity Units G3 Mirror secret fixed toG3 wall G3 Wall hung WC with concealed cistern & actuator plate A1,fall A1C, A1D, A2, C1 (level 1 only) fall Undermount whb with mixer, trap, waste & angle valve Drop-in bath with spout, mixer with diverter & bath shower S.O.P Towel rail fall fall Toilet paper holder EQ EQ Robe hook & spare hook 1000

TYPE 20 TYPE 21 TYPE 22 TYPE 23 TYPE 24 TYPE 25 CODE 06-03-200 TYPE 26 FXB-511 TYPE 27 DETAIL S3 28 TYPE MIR-101 TYPE 29 SAN-166 06-03-200 TYPE 30 SAN-341 DETAIL S3 SAN-400 SAN-801 SAN-802 SAN-803

100

50

03 (001) Type 1_ Elev B

Red dash line: Resiflex cementitious waterprooofing or similar approved membrane applied to all shower walls

tile joints to line up

1900

100

280

450

775

50

2400

590

520 900

FXB-511

Red dash line: Resiflex cementitious waterprooofing 06-03-001membrane or similar approved applied to all shower walls

5 5

500

SCALE 1 : 20

620

500

635

03 (001) Type 1_ Elev B

550

Shower rose and arm

50

1200

590

ShowerLintols rose over andshort arm ends

WASTE

775

SAN-400

30

900

1/4 turn angle valve

HW

50

CW

1200

620 100

FXB-511

1

B

30

Fixfit shower hose connection

ABA

500500

06-03-001

680

1500

1200

SAN-341

SAN-166

180

Lintols over short ends

550

SAN-341

180

2200

WASTE cL EQ

635

900

1/4 turn angle valve cL EQ

SAN-801

HW

500

620

2640

CW

SAN-400

30

2200 1900

FXB-511 MIR-101

A

1

MIR-101

SAN-400

cL

SAN-802

10mm thick framless toughned glass screen, fixed into alum channel with an approved water-tight silicone seal

internal shower (flooring to fall)

500 500 500 Steel canopy, to later detail

BATHROOM TYPES REFER TO REFERENCE PLANS FOR BATHROOM TYPES REVISION NOTES

Fixfit shower hose connection

2640 520

1500

cL SAN-341

300

fittings to line up with tile joints fittings to line up with tile joints

1900

1500 2640

plaster & paint

2400 AFFL

620

0 0

850

internal bathroom 1500 1500 4mm APC Cladding (levelled flooring)

500 500 500

plaster & paint

Shower slide bar

SAN-801

2500

15

300

500

Full bodied tiles REVISION 2 BATHROOM UNITfloor TYPE laid on levelA1B, screedA1C, A1D, •TYPE Skirting tile added to front of bath. full tileA2, A3, C1, F1 cut tile 1 A1, •TYPE Vanity 2 basin dimensions updated.A1, A1B, A1C, A1D, A2, C1, F1 •TYPE Ceiling 3 height revised.

A3 Full bodied floor tiles TYPE 4 A4 laid on level screed TYPE 5 A4 650 320 TYPE 6 10 H1 TYPE 7 B1 TYPE 8 B1 Level 0 BATHROOM TYPES TOC 19500 TYPE 9 10 H2, H3 650 REFER TO REFERENCE PLANS FOR BATHROOM TYPES 320 TYPE 10 H4 TYPE 11 C1 TYPE BATHROOM UNIT TYPE D1, D2 TYPE 12 1 A1, A2, A3, C1, F1 Full A1B, bodied A1C, shower A1D, tiles to match TYPE D2 tiles, to be cut and laid to C1, F1 TYPE 13 2 A1,floor A1B, A1C, A1D, A2, TYPE 3 14 E1 fall towards drainage TYPE A3 TYPE 4 15 E2 TYPE A4 TYPE 5 16 E3 Full bodied shower tiles to match TYPE A4 TYPE 6 17 F1floor tiles, to be cut and laid to TYPE H1 fall towards drainage TYPE 18 F2 TYPE 7 B1 fall fall TYPE F2, TYPE 19 8 B1 G1 TYPE 9 20 G1 H3 TYPE H2, TYPE 10 21 G1 TYPE H4 TYPE 11 22 G2 TYPE C1 fall fall TYPE 12 23 G2 D2 TYPE D1, TYPE G2 TYPE 24 13 D2 TYPE G2 TYPE 25 14 E1 TYPE 15 26 G3 TYPE E2 TYPE 16 27 G3 TYPE E3 TYPE 17 28 G3 1740 TYPE F1 TYPE 18 29 G3 TYPE F2 EQ EQ 1 only) TYPE 19 30 A1, G1 A1C, A1D, A2, C1Level (level TYPE F2, -1

2940

2940 2940 2400 2400

EQ

1500

REVISION NOTES 800 REVISION 2 • Skirting tile added to front of bath.

• Vanity basin dimensions updated.

• Ceiling height revised.

Openable toughned glass screen door, to specialists details fitted to wall

cL

internal shower (flooring to fall)

Shower slide bar

Openable toughned glass screen door, to specialists details fitted to wall

Fixfit shower hose connection

100

internal bathroom (levelled flooring)

Level 1 TOC 23850

Openable toughned glass screen door, to specialists details fitted to wall

1100 1100

1100

2640

1200

1200 1200 1200

1200

1200

0 EQ

EQ

2940

2400 1200

50 50

SCALE SCALE 1 : 120: 20

cL Rail cL Rail

BATHROOM UNIT TYPE TYPE 1 A1, A1B, A1C, A1D, A2, A3, C1, F1 TYPE 2 A1, A1B, A1C, A1D, A2, C1, F1 TYPE 3 A3 Shelving Shelving Shelving TYPE 4 A4 TYPE 5 A4 TYPE 6 H1 TYPE 7 B1 TYPE 8 B1 TYPE 9 H2, H3 TYPE 10 H4 TYPE 11 C1 TYPE 12 D1, D2 CLEAN DEBRIS-FREE BACKFILL TYPE 13 D2 TYPE 14 E1 Double Single Double Rail Rail Rail Single Single RailRail TYPE 15 E2 cL Rail cL Rail TYPE 16 E3cL Rail dhk architects (Pty) Ltd TYPE 17 F1 TYPE 18 F2 6th floor, de waterkant centre TYPE 19 F2, G1 Single layer Torch-on membrane on TYPE 20 G1 vertical concrete face G1 (red dotted)9 somerset road, cape town TYPE 21 TYPE 22 G2 tel: +27 (0) 21 421 6803 TYPE 23 G2 TYPE 24 G2 MS8 Dorkin Delta dimple drainage fax: +27 (0) 21 421 0670 TYPE 25 G2 sheeting over torch-on layer (green dotted) TYPE 26 G3 email: architects@dhk.co.za TYPE 27 G3 TYPE 28 G3 reg no: 1998/020807/07 TYPE 29 G3 Drawers Drawers Drawers TYPE 30 A1, A1C, A1D, A2, C1 (level 1 only) project

Shelving Shelving

03 4 (002) Podium 24 (004) FXB-311 2424(004) (004)FXB-311 Type FXB-311 - Elev Type Type 4 4- Elev - Section Elev 2

SCALE 1 : 20

SCALE 1 : 20

Void

issued for

Continuous ventilation grille on

basement cL Rail wall

Planter on grade, to drain into soil

03 (001) Type 1_ Elev D

24 (002) FXB-311 2424 (002) (002)FXB-311 Type FXB-311 2 - Elev Type Type2 2- Elev - Elev A

5 10

800

Storage Storage Storage

PODIUM

171117

Shelving Shelving Shelving

380

Note: Storage Storage Storage For full details refer to Specifications schedule

Concrete planter upstand REVISION NOTES on edge of Podium slab

REVISION 2 Storage Storage • Skirting tile added to front of bath.

• Vanity basin dimensions updated.

• Ceiling height revised.

Level -2 TOC 13150

100mm Kickplate AFFL 100mm 100mm Kickplate Kickplate AFFL AFFL SCALE 1 : 20

dhk dhk dhk

CC

Void Void

BATHROOM TYPES REFER TO REFERENCE PLANS FOR BATHROOM TYPES

50mm Floor Finish on50mm RC 50mm Slab Floor Floor Finish Finish on RC on RC Slab Slab

name

plaster & paint

MIR-101

S.O.P

520

300

375

06-23-001

03 (001) Type 1_ Elev C

revisions SCALE description 1 : 20 rev date A 171006 Issue for Information B 171020 Issue for Information 1 171031 Issue for Construction 2 171117 Issue for Construction

SCALE 1 : 20

WASTE

03 (001) Type 1_ Elev B

• all dimensions and levels are to be confirmed on site prior to construction • any discrepancies are to be reported to dhk immediately • dhk accepts no responsibilty for errors resulting from misinterpretation of this drawing

03 (001) Type 1_ Elev A

Shelving

775

50

800

1/4 turn angle valve

Drawers Drawers

03 (001) Type 1 _ Reflected Ceiling Plan

SCALE 1 : 20

CW cL Rail cL HW Rail

cL Rail

Drawers

revisions rev date description name A 171006 Issue for Information notes 885 and remains the property of dhk 870dhk •B the design on thisIssue drawing is copyright SCALE 1 : 20 171020 for Information •1 all work is to be carried outConstruction in accordance with the N.B.R. SANS 10400 and applicable 171031 Issue for dhk authority regulations 171117 for for Construction dhk •2 the scaling of thisIssue drawing construction purposes is not permitted

03 (001) Bathroom Type 1_ Plan 375

Double Single Double Rail Rail Rail FXB-511Single Single RailRail

Recessed downlights, as per Electrical layout and specs

180 680

VARIES

50

50

890

500

500

EQ

100

EQ

100

80

EQ EQ EQ EQ notes • the design on this drawing is copyright and remains the property of dhk • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior S.O.P to construction • any discrepancies are to be reported to dhk immediately • dhk accepts no responsibilty for errors resulting from misinterpretation of this drawing

SAN-341

280

375

Double Rail c/c whb

EQ

SAN-802

100

375

c/c whb

EQ

Storage Storage Storage

SAN-803

SAN-341

900

MIR-101

10 60

EQ

SAN-400

620 c/c whb

c/c drainage

FXB-511

tile joints to line up

2400 EQ

EQ

1740 EQ

EQ

1200

30

Rubber stopper for glass door fixed to wall

450

Openable toughned glass screen door, to specialists details fitted to wall

shadow line cornice, as per ceiling details + specs SAN-803

BCB

plaster & paint

cL

SAN-803

VARIES

800

EQ SAN-166

EQ

BBB

Openable toughned glass screen door, to specialists details fitted to wall Storage Storage Storage Storage Storage Storage

Shower slide bar

MIR-101

c/c bath

2640

SAN-341

Basin mixer centred to vanity bowl

EQ

Shelving ceiling with perimeter Shelving Shelving

ABA

cL Rail cL Rail

tiled wall finish

9.75mm thick skimmed and painted plasterboard

cL

AAA Level 0 TOC 19500

Storage

cL Rail

1500 1900

EQ

SAN-801 SAN-400

1850

VARIES

EQ

A

B

S.O.P

c/c cL bath

c/c bath

1500

04-03-001 C 4 05-46-001

295 c/c

EQ

EQ Floor tiling to line up with door jamb

A

fittings to line up with tile joints

100 Mechanical extraction point to Engineers design and specs

EQ

940

EQ Bath diverter mixer

Storage Storage

c/c wc

MIR-101

D

CC

06-06-001

VARIES

BCB Storage Storage Storage

Fullbalustrade bodied porcelain wall and floor tile Hot-Dipped Galvanized MS 600x600mm fixed onto inner R.C planter wall, to later Void detail

100mm Filler Piece u/s 100mm Soffit 100mm or Filler Ceiling Filler Piece Piece u/s u/s Soffit Soffit or Ceiling or Ceiling

100 100

AB A Storage Storage Storage

plaster & paint

Plastered and painted wall finish

RCRC Slab Slab

RC Slab

1900

100 100

A

Storage

440 440 VARIES VARIES

100 440 cut tile

RCRC Slab Slab

100mm Filler Piece u/s 100mm Soffit 100mm or Filler Ceiling Filler Piece Piece u/s u/s Soffit Soffit or Ceiling or Ceiling

520

cL

full tile

EQ

30

cL

plaster & paint

EQ

EQ

Openable toughned glass screen door, to specialists details fitted to wall

VARIES

EQ

cL

VARIES

300 EQ

SAN-803

765

550

RC Slab

VARIES 785

SAN-801

300

EQ SAN-166

380

Duct

100

ed downlights, as ctrical layout and

06-24-101 dhk 06-23-001 dhk 06-06-001

Full bodied skirting tile, 600x600mm tile, cut to 100mm high (along plastered & painted walls only)

VARIES EQ SAN-802

550

ed downlights, as ctrical layout and

-

FINISHES LEGEND

550

m thick skimmed nted plasterboard with perimeter line cornice, as ng details + specs

FXB-511 VANITY JOINERY DETAIL 171031 Issue for Construction TYPICAL BATHROOM DETAILS 171117 Issue for Construction TYPICAL CEILING DETAILS

1 2

800

800

nical extraction Engineers design ecs

m thick skimmed nted plasterboard with perimeter line cornice, as ng details + specs nical extraction Engineers design ecs

375

SCALE 1 : 5

13036 09/27/17 first issue

revision

06-03-001 2 As indicated @ A1 scale

MTHATHA CASINO dhk Architects Type: Entertainment Involvement: Design Development Location: Mthatha, South Africa Team: J. Struwig & V. Parbhoo

The proposed casino is located in a prime position between an existing mall and hotel, with a possibility of future development in the adjacent open land. The free-standing casino aims to accommodate cinemas, restaurants, vehicular display area and necessary back of house facilities on ground floor. Elevators take you up to the first floor, where your casino is housed, with provision for a crèche, ablutions and high-limit area.

The client also requested provision for a heli-pad on the roof-terrace, which was an exciting proposal.

I’ve had the pleasure of being involved with such a unique project from the initial stages to its current design development stage.

I worked directly with one of the associate directors during the ongoing design stage, having a large responsibility of generating the building in Revit, generating draft renders, liaising between consultants as well as compiling presentation documents for the clients approval.

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THE MATRIX dhk Architects Type: Entertainment Involvement: Concept Design Location: Mthatha, South Africa Team: J. Struwig & V. Parbhoo

The design intention was to respond to an existing urban morphology, while integrating the architecture into the existing city fabric. The design proposal aims convert the three existing buildings into one development. The ground floor aims to accommodate retail and a car showroom, making full use of the existing car lifts in the Matrix buildings. The rest of the development aims to accommodate up to 140 apartments, a gym for residents, a sky garden, a portion of offices as well as the required basement parking.

I was involved with the project from the inception and concept design stages. I was in charge of generating an array of site analysis and urban informant diagrams, together with generating mass forms of the existing buildings that we could work with.

Precedent analysis and sketch proposals developed thereafter of our intentions of the forms, how we could integrate the existing with the new, possible views obtained as well as rough area calculations of how many apartments and retail units we could accommodate.

Bergstan

Matrix

Nedbank

Conceptual ground floor layout

Existing Mass

Conceptual perspective overview

Conceptual typical residential layout

Conceptual perspective overview

(Corner Strand and Bree Str.)

(Corner Castle and Loop Str.)

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FREELANCE VISUALISATION WORK

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INTERIORS Jarvis Street Residential

Mimi E Coco Coffee Bar Competition

Jarvis Street Residential

Mimi E Coco Coffee Bar Competition

De Waterkant, Western Cape | South Africa

Tianjin | Northeast China

De Waterkant, Western Cape | South Africa

Tianjin | Northeast China

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Modern Apartment Bedroom Foreshore | South Africa

Modern Apartment Bedroom Foreshore | South Africa

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EXTERIORS Tropical Residence

Brutalist Holiday Villa

Camps Bay, Western Cape | South Africa

Abu Dhabi | UAE

Jarvis Street Residential

Private Bungalow

De Waterkant, Western Cape | South Africa

Somerset West, Western Cape | South Africa

41

Isolated Eco-Cabin

Ocean Oasis

South Africa

French Riviera | Southeastern France

Prefabricated Living Pod 01

Humble Island Cabin

Cape Town | South Africa

Western Cape | South Africa

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Tesla Centre

Slope House

Windhoek | Namibia

Cape Town | South Africa

Urban Art at Europaallee

Slope House

Zurich | Switzerland

Cape Town | South Africa

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VIDEO ANIMATIONS

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Personal Email: Archviz Email: Cell:

VIKASH PA R B H O O

vparbhoo94@gmail.com vikashvisuals@gmail.com +27 (0)76 6045 234

Cape Town | South Africa

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