ARCHITECTURE PORTFOLIO

Academic Work

PORT FOLIO

AZANDE VUYISWA SHONGWE

AZANDE SHONGWE Architectural Technologist Profile I am currently studying towards a BSc in Architecture at the University of Witwatersrand (Wits),expected to graduatein 2023. I am very passionate about architecture, buildings and the structure and creativity that comes with design. I am a highly creative and passionate person, a fast learner, motivated, and willing to learn and enjoy a challenge. Through my academics and experiences, I have developed problem solving, communication and customer service skills. With the above mentioned I know I can thrive in any environment.

Work Experience

+27 823449817

Velo Nicotinepouch campaign (under Tribe SA

azandeshongwe@gmail.com 35 2nd rd Kew, Johannesburg

Education Bachelor of Architectural Studies University of Witswatersrand 2019-2023

Markerting) 2020

FirstWatch whiskeycompetition (under TribeSA

2023

Witwatersrand

–

2019 -

2020

Customer Service Laser Cutting

Language English

SiSwati iSiZulu

Promotion for Frutal Juice Wits Residence Netball

1st Netball Captain 2017 -

2019

Completed 30 hours community service Director of drama house plays Full colours for 5-year service to house plays and being the director of the winning play Gift Wrapping at Mopani Pharmacy Selected to be part of the netball 1st team

Adobe programs Problem Solving Communication

Presentations at school

Prefect at Penryn College

Revit Autodesk

Lumion

Visual Studiocreativity competition

As an aspiring architect who is originally from a small town called Nelspruit, Mpumalanga I have found my move to the city of Johannesburg as one that has exposed me to many types of architecture and helped me find my feet in this degree. I am an aspiring architect whose three core pillars are the architectural aesthetic of the building, the sustainability the buildings aim has are to respect the environment and lastly how I try creating spaces which make it pleasurable to be in, looking at enhancing the users experience in my designs

program

2018

Sketch Up

Gen-Z channelO show appearance

Learning Sketchup, Autodesk Revit and Adobe

Penryn College

Microsoft Office

Red Bull Student Marketeer under University of

Started up my own NGO (Mubatsirane Foundation)

IEB Matriculant

Skills

MANIFESTO

Babysitter for the Mthunywa family 2016

Doughnut Business N.C Maepa Physiotherapy Selected to represent former South African netball in Nambia Walking for life at the CANSA relay

References Sibongile Mthunywa, Sinani (Mpakeni Outreach): 079 367 5134 Nompumelelo Maepa, NC Maepa Physiotherapy: 073 725 3567 Nathania, Red Bull Student Marketeer: 072 635 1848 Moeketsi Ledimo, Red Bull Student Marketeer: 074 518 1376 Karabo Mothibi, Velo Nicotine pouch campaign: 083 355 8881 Botlhale Boikanyo, Gen-Z channel O: 081 236 5032 Sibongile Mthunywa, Sibolicious_treats: 079 367 5134

2

01

Pg 4-6 Student African Commons Building Braamfontein

02 Pg 7-11

Student African Commons Building Working Drawings

03

05

Pg 12-15 Olympics Sports Park Athlone, Nantes Park

Pg 18-19

TVET College Council Submission

04

Pg 16-17 Ways of Dwelling (Mix Use residential building Fordsburg)

Video: Scan to watch

01

The African dance concept which I have used in my design exploration for project 4 African student comms building is extrapolated from the xenophobic crisis which South Africa has faced for many years.

Dancing is a celebratory action done by Africans when there is a celebration in their village. The aim of the African student’s comms building in Braamfontein is to unify all nationalities which are within our continent, it aims to celebrate Africanism through dance.

The form of the building is influenced by the specific dance moves the African ladies pride themselves in, being ukugida (Zulu dance move).

4

GROUND FLOOR PLAN

FIRST FLOOR PLAN

SECOND FLOOR PLAN

SIXTH FLOOR PLAN

FIFTH FLOOR PLAN

THIRD FLOOR PLAN

FOURTH FLOOR PLAN

5

6

Site Information: 1. Located in Braamfonteing Johannesburg South Africa.

2. Site location is corner Henri street and Jorissen street in braamfontein.

Schedule Of Rights Africans Comms Building Site Situated Corner of Henri Street and Joriseen Street of South Point Building Site Plan Information

N

Part One: Zoning Information

Site Plan Construction Working Drawing

Building Information: Public sector 3. Public forecourt, reception and entrance foyer 80m 2.

Public forecourt, as outdoor/indoor waiting and sitting area with space for public display and exhibition information posters 272m2. This is seen as a generous space with strong relationship between street and building, contributing to the life of braamfontein.

General Notes:

1 : 200 @A1

Property Description: ERF/ Portion:

2935, 2936, 2937 Site Area: 979,65m2

Township:

Johannesburg

NBR 10400 0

mm

1. To be completed in a rccordance to building regulations.

2. All materials and workmanships are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the architectural specifications.

Where relevant South African Standards, British Standards, BS codes of practice, or agement Certificates applicable to design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works.

3. The contractor will in every aspect of work comply with the provisions of the Occupational Health and Safey Act, (Act No. 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941.

4. The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ ISO9001, able to be checked to the satisfaction of the architect, that all materials and workmanships, whatever their sources, meet the requirements of the specification.

Should the contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly.

5.This drawing must be read in conjunction with all relevant drawings, schedules and specifications from SCAD and all other consultants related to the project.

6. All portions of the works related to any service or consultants information is to be done in accordance with National Building Regulations.

7. This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimmeters unless stated otherwise.

8. All work executed by competent persons qualifieed for the specific trade.

9. Mubatsrine Architectural Firm (MAF) own all rights to this drawing

Title Deeds No.

Zoning Information Town Planning Scheme

City Of Johannesburg Land use Scheme

Use Zone

Annexure No.

Permissible

979.65m2 Street Pavement

Street Pavement Electrical Pole Sign Pole

Total Parking Bays Provided

36 Basement Parking bays with 3 Disable Parkings

Bicycle Lane

Bicycle Lane

0m m

As per Schedule

Light Pole

Sign Pole

Bicycle Lane

Total Parking Bays

Site Information: Stormwater Calculations

77m2

Studio

82m2

Studio

44m2

Head of Department

25m2

Finance Manager

23m2

Admin Office

12m2

Admin Office

10m2

Admin Office

8m2

Admin Office

9m2

Lecture Office

27m2

Lecture Office

19m2

Lecture Office

17m2

Lecture Office

25m2

Lecture Office

17m2

Lecture Office

25m2

Lecture Office

14m2

Lecture Office

16m2 14m2

Lecture Office

16m2

Reception Desk

20m2

Kitchenette

29m2

Boardroom

40m2

Retail Pods

140m2

Lettable office space

300m2

00

m m 102

ERF 2925

101

D 0 100

3550

Street Pavement

mm

Stormwater Catch Basin

B

Kerb

Basement Vehicle Entrance Max height is 2100mm

Ground Level -1408m 5010

Kerb

10 Ground Level -647m

2555

Ground Level -444m

Ground Level -200m

Ground Level 0m

7440

7874

1924 110mm Masonry

Partition Wall 5523 1400mm height

250mm Concrete Roof slab 100mm Screed to fall @1:80

2423

Fire Escape Stairs

Enclosed Flat Roof 1:80 of 100mm Screed to fall1156 4mm Torched on waterproofing 355mm Concrete Slab R/Cottage African Rock Paver (440mmx440mmx40mm) Finish on Concrete Slab

1950 2 gate swing Steel Gate

7037

2756 Jojo Tanks on Lift Shaft to store purified Water

2 Lift Shafts

2756

5132

STUDENT APARTMENTS FOR SASSAI AND VARSITY STAY 2

20 1:80 Screed to fall 2937 Flat Roof

100mm Concrete Plinth base for HVAC condesors 4mm Torched on waterproofing

SERVICE AREA 3510

3550

3508

3550

3510

3550

-FBO outlets to drain stormwater on roof run below roof floor slab and go to water duct -All FBO outlets run to basement into jojo purification tanks -All stormwater is recycled back into building

-All engineering work to be executed in strict compliance with engineer's drawings -All reinforced concrete to be according to engineer's specifications -Hardcore to be well compacted, to engineers specifications -Engineer's drawings to be read in conjuction with architects drawings

CLIENT

3550

ERF

ERF 2935

STORMWATER DRAINAGE

CONSTRUCTION & STRUCTURE:

ERF 2939

1:80 Screed to fall Flat Roof

mm 00

University Of Witswatersrand PROJECT

B

African Comms Building

3550

30569

D

Kerb

STORMWATER LINE Stormwater Drain

SEWER LINE

Ground Level 0m

3510

3550

E

Light Pole

SKYLIGHT

Enclosed Flat Roof 1:80 of 100mm Screed to fall 4mm Torched on waterproofing 355mm Concrete Slab

Ground Level -1038m

Kerb

M.H

rb

Lecture Office

103

Ground Level -165m

Fire Escape Stairs

Site Boundary/ Building Line 31100

71m2

Studio

C

4903

250mm Concrete Roof slab 100mm Screed to fall @1:80

Site Boundary/ Building Line 31500

R.E

C

727

Studio

104

9683

7500

53m2

11950

7503

68m2

Studio

mm 00 20

12481

Studio

UNIVERSITY OF WITSWATERSRAND CENTRE FOR INDIAN STUDIES IN AFRICA

-All waste fittings to be 50mm PVC min.

-Sewer to municipal line is 110mm PVC -I.E's to e at all pipe junctions or bends -All waste pipes to be fitted with reseal traps and to be fully accessible along their entire length for cleaning -All waste pipes to comply with local municipal regulations

3912

6825

98m2

1738

5830

107m2

Studio

9867

DRAINAGE & PLUMBING: Street Pavement

4324

Studio

105

ROOF TOP AREA

3605

29m2

Kerb Light Pole

Street Pavement

1:80 Screed to fall Flat Roof

8230

Seminar Room

106

Kerb

B

3615

27m2

Ground Level -200m

Enclosed Flat Roof 1:80 of 100mm Screed to fall 4mm Torched on waterproofing 355mm Concrete Slab R/Cottage African Rock Paver (440mmx440mmx40mm) Finish on Concrete Slab

WATER SUPPLY

5650

110mm Masonry Railing 1400mm height

69 .68 °

22m2

Seminar Room

B

Street Pavement

3755

Seminar Room

107

ERF 2936

Sign Pole

3459

33m2

0mm

25850

1798

41m2

Seminar Room

Datum Level 0m

Kerb

Light Pole

5115

Seminar Room

4804

A

54m2

7500

Kerb

Kerb

SITE

Kerb

STORMWATER LINE

A

Seminar Room

ERF 2926

Ground Level +171m

57m2

2555

49m2

Computer Lab

JORISSEN STREET

6

Site Boundary/Building Line 31500

3500

3500

Computer Lab

Street Pavement

3550

3500

Computer Lab

64m2

A

Water Meter

3500

52m2

Ground Level +0.164m

Datum Level 0m

Kerb

3501

44m2

Computer Lab

A

15572

3500

103m2

Computer Lab

5000

3463

Exhibiton Space

5

749

Multipuprose Hall

186m2

11014

119m2

Surveillance Camera's

Kerb

110mm Masonry Railing

Restauarnt and coffee shop

Light Pole

Sign Pole

35001400mm height

Lobby Space

24m2

4

5000

3500

179m2

Pe En de fro try strain co m in rne stree t f or to pu r ec bli ou c rt

Site Boundary/ Building Line 31100

Auditorium

M.H

WATER SUPPLY

Stormwater Catch Basin

110mm Masonry Partition Wall 1400mm height

20m2

Kerb

549

Lounge Area

Kerb

62 32

27m2

Kerb

31m2

Public Reading Room

Kerb

Security Office

7500

Kerb

352m2

3

2

Corner Jorissen and Henri street

SEWER LINE

SERVICE ROUTE

787

ERF 2935,2936,2937

Ke rb

Area

Total Public Forecourt, reception and entrance foyer

1

7440

Building Programme

JORISSEN STREET

7500

25 FBO outlets on roof

7503

No. of Outlets

60mm

6825

Size Of Outlets

STREET

Area 828m2

Kerb

Floor Accessible Rooftop

Kerb

Drawing Revisions 19 HENRI STREET BUILDING

REV NO. 1

7500

Stormwater Catch Basin

ERF 2917

Building Information: Offices

200

Kerb

STREET

19. Lettable office floor with differnt sizes of each individual office open to public for rental

0m 200

m

5000

7500

DESCRIPTION

DATE ISSUED

ISSUED FOR APPROVAL

20-09-2022

4804

ERF 2928

SOUTH POINT

ERF 2929

ERF 2930

ERF 2931

ERF 2932

Drawn By:

2091092 Drawing Number

ERF 2917

ERF 2928 Light Pole

5000

m 0m

HENRI

T-SHIRT PRINTING + EMBRIODERY BUILDING

Kerb

02

Sign Pole

2436

Parking

Sign Pole

Ke

18. Head of department office 25m 2 Finance Manger Office 23m 2 Admin offices with different area sizes Lecture offices with differnt area sizes Boardroom 40m 2

5.8

Building Footprint

m

Kerb

Building Information: Administration

Floor Area Ratio

0m 100

Kerb

14. Public desk – Station to assist students and academic researchers 20m 2 15. Rentable computer labs with different area sizes 16. Seminar Rooms available with different area sizes 17. Studio spaces with different area sizes

96.7%%

5° 32.1

Building Information: Educational spaces

Coverage

HENRI

13. This is to relate closely to the Auditorium and ideally invite curiosity from passers-by who are coming from Multipurpose hall 103m 2

100%

Light Pole

Kerb

Building Information: Exhibition space

7 Storeys

0° 49.0

12. This area is intended as a flexible space and has a flat floor. It can be used for conferences, assemblies and meetings and can be hired out as an events venue for parties, gatherings and performances 186m 2

HO

Height of Building

982.57m2

UNIVERSITY OF WITSWATERSRAND

Proposed

Height Zones

rb

Building Information: Multipurpose gathering space

Control

HO 7 Storeys

Ke

11. This area is intended as a flexible space and has a flat floor. It can be used for conferences, assemblies and meetings and can be hired out as an events venue for parties, gatherings and performances 300m 2

ERF 4458

Kerb

Building Information: Multipurpose gathering space

Johannesburg

Development Control Measures

Building Information: Public Interface 6. Public reading room – space for 20 computer work station for the public research material .

7. Lounge area there 15 people to read and study latest publications 20m 2 8. Auditorium - raked lecture venue for 250 people to host lectures/performances 179m2 9. Lobby space adjoining the auditorium with small serving area to cater for events 24m 2 10. Restaurant and coffee shop – kitchen to serve the restaurant and events 119m 2

Ammendment Scheme No: 01-18743

Light Pole

Public Foyer Desk – place for two people to assist the public.

4. Public Foyer .

5. Security office

A101 Drawing Name

Site Plan Construction Working Drawing

Scale

1 : 200 @A1 Revision no

1

7

Schedule Of Rights Africans Comms Building Site Situated Corner of Henri Street and Joriseen Street of South Point Building Site Plan Information

N

Part One: Zoning Information

Ground Floor Construction Working Drawings

JORISSEN STREET

1 : 100 @A1

1

Property Description: ERF/ Portion:

2935, 2936, 2937 Site Area: 979,65m2

Township:

Johannesburg

2 7500

NBR 10400

4

5000

5

5000

6

7500

4804

A

Title Deeds No.

General Notes:

3

Zoning Information

Ground Level -647m 849

230

3524

Female Ablutions

112

112

230

D4

D5

112

984 110 955 110

990

I.E

I.E

D6

112

110

230mm nonstructural Brick wall

Titled Floor Finish 3306

990

990

CLIENT

D7

112

110

218

2478

1596

D8

-All engineering work to be executed in strict compliance with engineer's drawings -All reinforced concrete to be according to engineer's specifications -Hardcore to be well compacted, to engineers specifications -Engineer's drawings to be read in conjuction with architects drawings

University Of Witswatersrand

112

110

1142

230

1867

230

D9

CONSTRUCTION & STRUCTURE:

PROJECT

4782

I.E

I.E

R.E

1910

HVAC

8499

African Comms Building

1170

I.E

230

SITE

1680

I.E 50mm PVC waste pipes

Corner Jorissen and Henri street

12

230mm non-structural Brick wall Act as sound proof barrier

Polished Concrete Floor Finish TOC +0.000M

230

6506

ERF 2935,2936,2937

B

218

6954

Generator Room

1900

HT / LT Room

13

D604

13

Drawing Revisions

Polished Concrete Floor Finish

Garage roller Door

6126

Site Boundary/ Building Line 31500 Sewe 100MM PVC

r Pipe

3147

1

DESCRIPTION

DATE ISSUED

ISSUED FOR APPROVAL

20-09-2022

600 230mm non-structural Brick wall -110mm Brick Infill -10mm Mortar -110mm Brick Cladding

450

Garage roller Door

REV NO.

600

600x450mm Reinforced Concrete Column

450

600

3147

TOC +0.000M

450

2325

1550

441 230

13

D3

D2

13

1596

-FBO outlets to drain stormwater on roof run below roof floor slab and go to water duct -All FBO outlets run to basement into jojo purification tanks -All stormwater is recycled back into building

12

7295

Kerb

9665 280mm Concrete Lift cores (Structural walls)

Strecher Lift 1960x1550mm

Site Boundary/ Building Line 31100

1550

1020 280 459

297355 1232

1340 I.E

D602

UP

11

7

9

6

8

10

2

3

2750

30631

3550

440

1000

FIRE 740 1500

1360

450 1404 1404

450

4548

280

R.E

8065

6399

280

230 1404

SF 02 01 8580

1320

1960 Strecher Lift 1960x1550mm

STORMWATER DRAINAGE

2917

UP 1350

REFUGE AREA 2756

11029

11

6

7

9

8

10

110 1030 110

I.E

Electrical + Data Duct

Refuse Area

230mm non-structural Brick wall -110mm Brick Infill -10mm Mortar -110mm Brick Cladding

328

3307

1020

450 2

3

5

4

1

Stormwater Drain

1571

230mm non-structural Brick wall Act as sound proof barrier

100MM PVC

Sewer Pipe

6724

C Kerb

Kerb

STORMWATER LINE SEWER LINE

SEWER LINE

SERVICE ROUTE

M.H

Kerb

Kerb

mm 2000

Drawn By: Kerb

Ke

2090192

rb

Drawing Number

0m

m

A102 20 0

SEWER LINE

I.E

D513

600

STORMWATER LINE

110

D601

230mm non-structural Brick wall -110mm Brick Infill -10mm Mortar -110mm Brick Cladding

Kerb

STORMWATER LINE

EMERGENCY STAIRS 110mm Brick nonstructural wall barrier wall to basement

4452

230

230mm non-structural Brick wall Act as sound proof barrier

600

D

1153

230

12

TOC +0.000M

E

Titled Floor Finish 1795 230

D565

Polished Concrete Floor Finish

Light Pole

112

Disable

112

Concrete Slab

D10

4006

10290 10060

1625

110mm Brick nonstructural wall

Titled Floor Finish 3872

D516

Vehicle Ramp @1:8

1876

7255

600

230

Men Ablutions

11

8

217

3872

D11

7

1575

15 16 UP

1960

6

4006

310

Ground Level -1408m

Curtain wall with 150x50mm mullions with glass panels

8100

600x450mm Reinforced Concrete Column

EMERGENCY STAIRS

600

280 58

600

230

5

443

600x450mm Reinforced Concrete Column

230

280

3617 4

14

2 1

11489

3

13

3

Polished Concrete Floor Finish

600

11 12

4

-All waste fittings to be 50mm PVC min.

-Sewer to municipal line is 110mm PVC -I.E's to e at all pipe junctions or bends -All waste pipes to be fitted with reseal traps and to be fully accessible along their entire length for cleaning -All waste pipes to comply with local municipal regulations

280mm Structural Fire proof brick wall with 2hour rating

10

5

230mm non-structural Brick wall

2

-10mm Mortar -110mm Brick Cladding

Basement Entrance Max height is 2100mm

1404

1404

450

1435

3446

0m m

Enterance Lobby + Waiting Area

2025 1

13

8050

6

DRAINAGE & PLUMBING: 9

402

7

280

1170 280

Curtain wall with 150x50mm mullions with glass panels

1435

UP

non-structural Brick wall 7820 230mm -110mm Brick Infill

450

Built in Fire Cupboard 450x1000mm -1 Hydrant -3 FHR's -Extinguisher

385

1038 1058

REFUGE AREA

1435

Stair Note: 900mm pipe railing Stair height 1500mm max

14

9

8

C101 12

15

10409

600

9917 1435

16

10

3915

Stair Note: 3352 900mm pipe railing Stair height 1500mm max

110mm Brick non-structural wall

TOC +0.000M

14

2097

Shopfront with 150x50mm mullions with glass panels

C101 11 450

TOC +0.000M

Ground Level -1038m

B

Ground Level -444m

SF 02 02 1

2

Restuarant

Polished Concrete Floor Finish

101

Stormwater Catch Basin

2476

D619

58

11

100

2621

4006

12

D

Steel stormwater capturer with FBO outlets within

2127

102

2579

2099

280mm Structural Fire proof brick wall with 2hour rating

103

110mm Brick non-structural wall

1363

Shopfront with 150x50mm mullions with glass panels

1363 1363

450

450

600

External Area Screed Fall @ 1:80

C101 09

5m2

6842 640

1510

600

450

17m2

Disable Ablutions

1515

C101 10

1442

Male Ablutions

Ground Level -165m

1515

2885

17m2

C

1515

Shopfront with 150x50mm mullions with glass panels

Female Ablutions

104

1515

Shopfront with 150x50mm mullions with glass panels

1442

11m2

1590

6409

1442

1m2

Water Duct

1492

10674 4190 1515

1442

Electrical + Data Duct

600

SF101 03

600

16752 1492

9872

1442

3m2

1778

10m2

HVAC Duct

1492

Shopfront with 150x50mm mullions with glass panels

Grass planted in public forecourt

Ke rb

Janitor Closet

1067

TOC +0.000M

2400

2121

7503

23m2

1492

600

600x450mm Reinforced Concrete Column

Kerb

HT/LT Room

4756

STREET

15m2

HENRI

Generator Room

105

Kerb

Refuse Area

42m2

Kerb

140m2

1067

14

119m2

Retail Pods

1840

D483

Restauarnt and coffee shop

Light Pole

Enterance + Waiting Foyer

600

Ground Level -200m

3605

106

80m2

1153

Retail Pods

2425

Area

3200

B 1153

SF101 02

Steel stormwater capturer with FBO outlets within

GROUND FLOOR

1840

1153

1404

42m2

2200

600

450

600

B

30032

Building Programme

107 Refuse Area

Site Boundary/ Building Line 31100

Dustbins (4 dustbins per 1m3 of 240litre bins)

41.56 bins Therefore: 42 BINS

1522

2.39 volume (m3)/week

599

8 volume (m3)/week

Shops (0.92353)

1233

SF 02 03

7000 Grass planted in public forecourt

Kerb

Offices (0.2258)

259m2

0mm

7500

3449m2

4143

12500

Volume

6825

Generation factor F(g)

SF101 01

14223

Street Pavement

Kerb

Floor Area

1233

Polished Concrete Floor Finish

1498

550

0mm Site Information: Refuse Calculations

4

11 FBO outlets in Public Forecourt

5

40mm

1

185m2

230mm Brick wall -110mm Brick Infill -10mm Mortar -110mm Brick Cladding

Public Forecourt

5758

No. of Outlets

7440

Size Of Outlets

85mm Masonry Brick 375 DPM 100mm screed

Datum Level(Planter) 0m

Kerb

Area

External Area Screed Fall @ 1:80

7179

Street Pavement

Site Information: Stormwater Calculations Floor

Public Forecourt

1233

940 110

36 Basement Parking bays with 3 Disable Parkings

1209

230

As per Schedule

Total Parking Bays Provided

600

1

600

Kerb

Total Parking Bays

2714

Parking

Ground Level +0.164m

640

230mm non-structural Brick wall

A

600

16715 230mm exsisting South Court wall

450

A

1209

450

Streetlight

Street Pavement

Site Boundary/Building Line 31500

Water Meter

450

979.65m2

12151

450

Building Footprint

Datum Level 0m

12083

Surveillance Camera's

450

rb

982.57m2

5.8

450

96.7%%

Sign Pole

450

7 Storeys

Coverage Floor Area Ratio

Kerb

Light Pole

8165 8305

Height of Building

100%

Kerb

2000

7 Storeys

Light Pole

280

HO

450

Proposed

Height Zones

Ke

Control

HO

115

Kerb

Permissible

1478

Development Control Measures

31500

Ground Level 0m

5003

Ground Level -200m

WATER SUPPLY

10336

450

Johannesburg

Ground Level 0m

WATER SUPPLY

Ammendment Scheme No: 01-18743

455

Annexure No.

A

City Of Johannesburg Land use Scheme

Ground Level +171m

Town Planning Scheme

Use Zone

1. To be completed in a rccordance to building regulations.

2. All materials and workmanships are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the architectural specifications.

Where relevant South African Standards, British Standards, BS codes of practice, or agement Certificates applicable to design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works.

3. The contractor will in every aspect of work comply with the provisions of the Occupational Health and Safey Act, (Act No. 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941.

4. The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ ISO9001, able to be checked to the satisfaction of the architect, that all materials and workmanships, whatever their sources, meet the requirements of the specification.

Should the contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly.

5.This drawing must be read in conjunction with all relevant drawings, schedules and specifications from SCAD and all other consultants related to the project.

6. All portions of the works related to any service or consultants information is to be done in accordance with National Building Regulations.

7. This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimmeters unless stated otherwise.

8. All work executed by competent persons qualifieed for the specific trade.

9. Mubatsrine Architectural Firm (MAF) own all rights to this drawing

Drawing Name

Ground Floor Plan Construction Working Drawing

Scale

1 : 100 @A1 Revision no

1

8

Section A - A1 Construction Working Drawings 1 : 100 @A1

B

E

D

C

B

A

A

B

C

D

E

50mm thick, 500x500mmTerazzo 7500 Tile 10mm Adhesive

7503

355mm concrete floor, reinforced to engineers specifications 300x450mm Downstand beam reinforced to engineers specifications

7440

355mm Reinforced slab to engineers specifications 300x450mm Downstand reinforced beam to engineers specifications

9377

450

Lecture Office 18m2

Lecture Office 18m2

Head Of Departments Office 23m2

W302

W303 03

192

W302

02

01

50mm thick, 500x500mmTerazzo Tile 10mm Adhesive

50mm thick, 500x500mmTerazzo Tile 10mm adhesive 650mm thick Waffle slab to engineers specifications

600x450mm Structural reinforced concrete column to engineers specifications

280mm Cavity wall 110mm Brickwall cladding 30mm Insulation 110mm Brickwall infill

Auditorium 179m2

Multipurpose Hall 183m2

462

2

4

5

6

7

8

300x450mm Concrete Beam with concrete infill

9

12

11

10

9000 2970

4849

7440

3345

4726

2843

2714

Datum Level 0m

NGL

29472

Basement Level 2 979m2 FFL -6000

Jojo Tanks placed in Basement level 3

B

Basement Wet Wall by 230mm brickwall and 400mm concrete retaining wall with 300mm cavity wall between. Basement wall will have waterproofing to engineers specifications 400x300mm Thick reinforced concrete drainage channel screed to fall to sump to specialists specifications

825 2000

Site Boundary/Building Line 31500

2000 2000

826 496

03

W201

W202

W203

01

01

01

787 1167 839 956 775

D02

W402

W203

W203

01

01

W203 01

802 1229 787 1243

C104 04

75

01

1768

787 663

842

W203

1731

787

2384

75x110x220 mm Honey FBX brick Exposed Infill cavity Brick wall Window Sill 05 Height

300mm R.C Concrete slab @ min 15 Mpa at 28 days To engineers design

C101 03

01

450mm x600mm R.C Concrete column Window Sill 04 Height

75x110x220 mm Honey FBX brick Exposed Infill cavity Brick wall 30mm Insulation

346

82

1521

367

Exposed FaceBrick 110x220x75 Honey FBX Corobrick

D01 W403

02

770

3328

1380

Site Boundary/Building Line 31500 500 2175

802

W901

W501

W502

W801

01

02

01

Exposed FaceBrick 110x220x75 Honey FBX Corobrick

W601 02

D01 65

W401

W302

02

01

Exposed FaceBrick 110x220x75 Honey FBX Corobrick

W303

W302

Window Sill 02 Height

C102 05

03

02

300mm R.C Concrete slab @ min 15 Mpa at 28 days To engineers design

Window Sill 03 Height

300mm R.C Concrete slab @ min 15 Mpa at 28 days To engineers design 75x110x220 mm Honey 450mm x600mm R.C Concrete column FBX brick Exposed Infill cavity Brick wall 30mm Insulation Window Sill 01 Height

Sun Protection Device 1. 340X180X8,0 Rectangular Hollow Section with solar panels attatched with solar panels 2. 60X40X3,0 Rectangular Hallow Section attatched with welded angle sheet and bolted 3.Flexible ended plate bolted to structural steel bracing 4. Curtain wall placed in between structural steel bracing with 50x100mm aluminuim mullions

75x110x220mm Honey FBX brick from corobrick, Johannesburg Cladded Cavity Brick wall Facebrick Wall Single exterior skin supported on Shelf Angle 40mm Insulation in between masonry brick walls

C103 06

PROJECT

1

DESCRIPTION ISSUED FOR APPROVAL

African Comms Building

DATE ISSUED 20-09-2022

NGL

Corner Henri and Jorissen Street

12349

11777 C101 09

SF 01 02 450mm x600mm R.C Concrete column

5477

1.Foam Pre-Caulking Filler Rope Backer Rod Roll, 25mm Width, Grey filler rope 2. Shelf Angle. (Heunis Steel Overtile Shelf Angle (175 x 50 x 1800mm) 3. 20mm Softboard.

SF 02 01

2715 Datum Point Planted Tree

1 2 Public Forecourt Note: 1. (440mmx440mmx40mm) non-slip Finish R/Cottage African Rock Paver 2. 10mm Adhesive 3. 4mm Torch-on Waterproofing 4. 100mm Thickness Screed @1:80 Fall 5. 355mm Reinforced Concrete Slab

Stair Note: 2 Stairs @200mm R.C concrete stairs

75x110x220mm Honey FBX brick from corobrick, Johannesburg Cladded Cavity Brick wall Facebrick Wall Single exterior skin supported on Shelf Angle 40mm Insulation in between masonry brick walls 300mm R.C Concrete slab @ min 15 Mpa at 28 days To engineers design 300mm R.C Concrete slab @ min 15 Mpa at 28 days To engineers design

300mm R.C Concrete slab @ min 15 Mpa at 28 days To engineers design

Basement L3 -9000

West Elevation with Screening 1 : 100 Legend

Line Type

Structure Behind

Drawn By:

General Notes:

2090192

NBR 10400

Checked By: Noxolo Khumalo

Drawing Number

Scale

1 : 100 @A1

Revision no

106

SITE

909

Basement L2 -6000

400x300mm Thick reinforced concrete drainage channel screed to fall to sump to specialists specifications

University Of Witswatersrand

REV NO.

Ground Floor 0 Basement L1 -3000

CLIENT

General Notes: NBR 10400 1. To be completed in a rccordance to building regulations.

2. All materials and workmanships are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the architectural specifications.

Where relevant South African Standards, British Standards, BS codes of practice, or agement Certificates applicable to design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works.

3. The contractor will in every aspect of work comply with the provisions of the Occupational Health and Safey Act, (Act No. 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941.

4. The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ ISO9001, able to be checked to the satisfaction of the architect, that all materials and workmanships, whatever their sources, meet the requirements of the specification.

Should the contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly.

5.This drawing must be read in conjunction with all relevant drawings, schedules and specifications from SCAD and all other consultants related to the project.

6. All portions of the works related to any service or consultants information is to be done in accordance with National Building Regulations.

7. This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimmeters unless stated otherwise.

8. All work executed by competent persons qualifieed for the specific trade.

9. Mubatsrine Architectural Firm (MAF) own all rights to this drawing

Ground Floor 0

1000x900mm Mass concrete Cap foundation as per engineers specifications

1000x900mm Mass concrete Cap foundation as per engineers specifications

SUMP

301

979m2 FFL -9000

1000x900mm Mass concrete Cap foundation as per engineers specifications

Aggregate Stone layer 50mm Screed on to compacted soil fall to Agriculture drain @1:100 minimum

Basement Level 3

1000x900mm Mass concrete Cap foundation as per engineers specifications

29697

Reinforced Concrete surface bed to engineers specifications

407

30mm Pre-mixed selant of screed and floor finish on 100mass concrete surface bed on 250 micron PVC Damp proof memebrane on well compacted earth fill in layers not exceeding 150

Site Boundary/Building Line 31500

400x300mm Thick reinforced concrete drainage channel screed to fall to sump to specialists specifications

979m2 FFL -3000

Site Boundary/Building Line 31500

31100

407

400x300mm Thick reinforced concrete drainage channel screed to fall to sump to specialists specifications

400mm diameter Secant pile Retaining wall

Basement Level 1

400x800mm Pile Cap

2400mm Concrete floor overhang 300mm R.C Concrete slab @ min 15 Mpa at 28 days To engineers design

400x800mm Pile Cap

HALF LEVEL BASEMENT TECHNIQUE 50mm Screed to fall @1:80

1st Floor 6000

6000

Public Forecourt 272m2 Shopfront wall, between ground 130mm Thickness Screed @1:80 Fall towards and concrete slab stormwater channel 4mm Torch-on Waterproofing R/Cottage African Rock Paver (440mmx440mmx40mm) non-slip Finish

Curtain Wall Sill Height

6000

7500

Basement Vehicle Entrance

400mm diameter Secant pile Retaining wall

W901 01

Precast Concrete Letters 100mm thickness spelling out "African Dance "

1st Floor 6000

50mm thick, 500x500mmTerazzo Tile 10mm Adhesive 50mm Strcuctural screed 50mm High density polystreme

3000

Restuarant 119m2

50mm thick, 500x500mmTerazzo Tile 10mm Adhesive

NGL

Basement Wet Wall by 230mm brickwall and 400mm concrete retaining wall with 300mm cavity wall between. Basement wall will have waterproofing to engineers specifications

60mm Screen @1:80 Fall 4mm Torch-on Wterproofing 1mm Paint on-application

3000

11779

7503

450

C105 02

3000

355mm concrete floor, reinforced to engineers specifications 300x450mm Downstand beam reinforced to engineers specifications

110mm Brickwall as cladding with 110mm infill brick wall

C101 09

1800

5554

Restuarant Kitchen 41m2 6805

450

3345

2651 1385

89

Curtain Wall Sill Height

300mm Upstand Beam Reinforced at engineers specifications 60mm downpipe FBO outlet 60mm Screen @1:80 Fall 4mm Torch-on Wterproofing R/Cottage African Rock Paver (440mmx440mmx40mm) non-slip Finish

Sun Protection Device 1. 340X180X8,0 Rectangular Hollow Section with solar panels attatched with solar panels 2. 60X40X3,0 Rectangular Hallow Section attatched with welded angle sheet and bolted 3.Flexible ended plate bolted to structural steel bracing 4. Curtain wall placed in between structural steel bracing with 50x100mm aluminuim mullions

18

300x450mm Concrete Beam with concrete infill

Reinforced Racked concrete slab Stair note: 650mm Thread and riser @200mm

14.24°

1

355mm concrete floor, reinforced to engineers specifications 300x450mm Downstand beam reinforced to engineers specifications

3

14

17

16

300

2246

13

15

Balcony Note:

2nd Floor 15000

110mm Brick wall infill with curtain wall embedded in it

C103 06

D01

04

Window Sill 01 Height

9255

6935

1260 50x25x2,0 Rectangular Hollow Section Steel Balcong Ballastrades

9000

230mm Brick cladding wall supported by a Shelf angle

3698

Window Sill 03 Height

3rd Floor 19465

1185 17069

75x110x220 mm Honey FBX brick Exposed Infill cavity Brick wall Window Sill 02 Height

2nd Floor 15000

60mm downpipe FBO outlet 60mm Screen @1:80 Fall 4mm Torch-on Wterproofing R/Cottage African Rock Paver (440mmx440mmx40mm) non-slip Finish

FBO

300mm R.C Concrete slab @ min 15 Mpa at 28 days To engineers design

4th Floor 23000

3rd Floor 19465

50x25x2,0 Rectangular Hollow Section Steel Balcong Ballastrades

340x84mm Concrete stormwater channel

6210

4th Floor 23000

50x25x2,0 Rectangular Hollow Section Steel Balcong Ballastrades

1800

W403

340x180x10,0 Rectangular Hallow Section Steel Bracing structure Fixed to column grid below to help support cantiliver

2419

6825

280mm Cavity wall infill face brick Honey FBX corobrick 30mm Insulation

6825

770

02

7503

Roof Note: 1. 60mm FBO outlet with down pipe into ceiling void and attatched to underside of composite concrete 2. 20mm @1:80 screed fall 3. 3mm Torch on-waterproofing 4. Lalox Cobblestone rust slipresistant 5. Composite Concrete 6. Steel decking sheets

525

W502

01

75x110x220 mm Honey FBX brick Exposed Infill cavity Brick wall 30mm Insulation Window Sill 04 Height

834

2870

W801

7500

Window Sill 06 Height

5th Floor 26000

2000

Site Boundary/Building Line 31500

02

2000

2843

Two Sharing Office 14m2

W601

2000

770

FBO

50mm thick, 500x500mmTerazzo Tile 10mm Adhesive 50mm Strcuctural screed 50mm High density polystreme

Lounge Area

2000

1863

300mm Upstand Beam Reinforced at engineers specifications 60mm downpipe FBO outlet 60mm Screen @1:80 Fall 4mm Torch-on Wterproofing R/Cottage African Rock Paver (440mmx440mmx40mm) non-slip Finish

2000

770

60mm Screen @1:80 Fall 4mm Torch-on Wterproofing 1mm Paint on-application

50x25x2,0 Rectangular Hollow Section Steel Balcong Ballastrades

2000

509

2014

2000

602

01

Exposed Brick 110x220x75mm Honey FBX, Corobrick

2000

598 975

W203

01

2000

Exposed Brick

3916

1507

W203

2000

618 895

Computer Room 62m2

Ballastrade Note: 50x25x2,0 Rectangular Hollow Section Steel Balcong Ballastrades

2656

01

2000

700 260

W203

01

Curtain Wall Sill Height

2995

W203

01

2000

770

W203

01

2000

503

50mm thick, 500x500mmTerazzo Tile 10mm adhesive 355mm concrete floor, reinforced to engineers specifications 300x450mm Downstand beam reinforced to engineers specifications

6395

W203

01

6th Floor

Sun Protection Device 29650 1. 340X180X8,0 Rectangular Hollow Section with solar panels attatched with solar panels 2. 60X40X3,0 Rectangular Hallow Section attatched with welded angle sheet and bolted 3.Flexible ended plate bolted to structural steel bracing 4. Curtain wall placed in between structural steel bracing with 50x100mm aluminuim mullions

5th Floor 26000

2000

8000

8787

Seminar Room 58m2

W203

280mm Cavity wall 110mm Brickwall cladding 30mm Insulation 110mm Brickwall infill

951

1. 60mm FBO outlet with down pipe into ceiling void and attatched to underside of composite concrete 2. 20mm @1:80 screed fall 3. 3mm Torch on-waterproofing 4. Lalox Cobblestone rust slipresistant 5. Composite Concrete 6. Steel decking sheets

Flat Roof Slab note: 1. 1:80 Polished screed to fall 2. 300mm R.C concrete Roof slab @min 15 Mpa at 28 days To engineers design

C107 01

Site Boundary/Building Line 31500

4986

Computer Room 45m2

110mm Brickwall as cladding with 110mm infill brick wall

10mm IBR Decking sheeting with composite concrete

50x25x2,0 Rectangular Hollow Section Steel Balcong Ballastrades

3650

100mm Vinyl floor 10mm adhesive 355mm concrete floor, reinforced to engineers specifications 300x450mm Downstand beam reinforced to engineers specifications

01

2025

Flat Roof Slab note: 1. 1:80 Polished screed to fall 2. 300mm R.C concrete Roof slab @min 15 Mpa at 28 days To engineers design

340x180x10,0 Rectangular Hallow Section Steel Bracing structure tied to stell ringbeams

7440

3000

01

7070

Studio 60m2

3650

Seminar Room W901 W901 43m2

Sun Protection Device 1. 340X180X8,0 Rectangular Hollow Section with solar panels attatched with solar panels 2. 60X40X3,0 Rectangular Hallow Section attatched with welded angle sheet and bolted 3.Flexible ended plate bolted to structural steel bracing 4. Curtain wall placed in between structural steel bracing with 50x100mm aluminuim mullions

6th Floor 29650

6650

10mm Ceiling board to conceal floor decking Seminar Room C105 58m2 02

13087

110mm Brickwall as cladding with 110mm infill brick wall

StairCase 3 32500

305x102x25 I-Section Steel structural Ringbeam to engineers specifications

312

100m Vinyl floor 150mm Composite concrete floor 10mm steel Decking to structural engineers specifications

Studio 68m2

38500

Studio 68m2

Studio 68m2

Roof Floor 35860

4465

Steel bracing around perimetre to structural engineers specifications

Bullastrade Railing 37120

2850

C107 01

6000mm height of Curtain wall

Roof Floor 35860

3360

Screening Device: Sun Protection Device 1. 340X180X8,0 Rectangular Hollow Section 2. 60X40X3,0 Rectangular Hallow Section attatched with welded angle sheet and bolted 3.Flexible ended plate bolted to structural steel bracing 4. Curtain wall placed in between structural steel bracing with 50x100mm aluminuim mullions

9000

FBO

Roof Top 38500

3000

FBO

10mm Ceiling board to conceal Stormwater drainage pipes going to water duct

1260 1380

Roof top Accessible Area FBO

Roof Top 38500 Bullastrade Railing 37120

3535

Roof top Service Area FBO

FBO

Roof Note: 60mm FBO outlet with down pipe Flange Lalox Cobblestone rust slipresistant title 3mm Torch on-waterproofing 20mm @1:80 screed fall with cant strip

230

4465

14784

3535

Site Boundary/Building Line 31500

230

3535

60mm FBO outlet with down pipe Flange 3mm Torch on-waterproofing 20mm @1:80 screed fall Lalox Cobblestone rust slipresistant

547

4465

230mm Parapet Brickwall

Site Boundary/Building Line 31500

Roof Note:

Drawing Name

A106

1

1. To be completed in a rccordance to building regulations.

2. All materials and workmanships are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the architectural specifications.

Where relevant South African Standards, British Standards, BS codes of practice, or agement Certificates applicable to design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works.

3. The contractor will in every aspect of work comply with the provisions of the Occupational Health and Safey Act, (Act No. 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941.

4. The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ ISO9001, able to be checked to the satisfaction of the architect, that all materials and workmanships, whatever their sources, meet the requirements of the specification.

Should the contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly.

5.This drawing must be read in conjunction with all relevant drawings, schedules and specifications from SCAD and all other consultants related to the project.

6. All portions of the works related to any service or consultants information is to be done in accordance with National Building Regulations.

7. This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimmeters unless stated otherwise.

8. All work executed by competent persons qualifieed for the specific trade.

9. Mubatsrine Architectural Firm (MAF) own all rights to this drawing

CLIENT

University Of Witswatersrand PROJECT REV NO. 1

DESCRIPTION ISSUED FOR APPROVAL

African Comms Building

DATE ISSUED 20-09-2022

SITE

Corner Henri and Jorissen Street ERF 2935,2936,2937

Drawn By:

2090192

Checked By:

Scale

Drawing Number

Revision no

Drawing Name

A111

1 : 100 @A1

1

9

152 x 152 x23mm H-Section steel Beam @1000mm Spacing one way @600mm spacing the opposite way Fixed to stainless steel wire which is fixed to the slab 595 x 595mm to fit 600mm x 600mm Suspened ceiling fine fissured board tiles Bolted to H-section beam

300 313

880

D6

D5

D4

112

112

112

Male Ablutions 14m2

218

880

200x200mm ceramic tiles on 10mm tile adhesive with a 3mm grouting joint.

394

140

7803

880

D8

D9

D10

112

112

112

4955

600

1072

250

880

1695

Ceiling Tile Hanger Wire: 3657mm Length, 124,738kg Load Rating @1200mm spacing

1573

1080

Suspended Ceiling Fine Fissured Board tiles 595 x 595mm to fit 600 X 600mm acoustic square edge

1153 970

107

D11 11

500mm x 300mm Ceramic Wall Tile – Flat Crema Colour Gloss Finish Swartland Embos Euro Interior Door Grey (810 x 2110mm)

GEBERIT 116.074.00.1 PREDA URINAL WITH INTERGRATED CONTROL

General Notes: NBR 10400 1. To be completed in a rccordance to building regulations.

2. All materials and workmanships are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the architectural specifications.

Where relevant South African Standards, British Standards, BS codes of practice, or agement Certificates applicable to design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works.

3. The contractor will in every aspect of work comply with the provisions of the Occupational Health and Safey Act, (Act No. 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941.

4. The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ ISO9001, able to be checked to the satisfaction of the architect, that all materials and workmanships, whatever their sources, meet the requirements of the specification.

Should the contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly.

5.This drawing must be read in conjunction with all relevant drawings, schedules and specifications from SCAD and all other consultants related to the project.

6. All portions of the works related to any service or consultants information is to be done in accordance with National Building Regulations.

7. This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimmeters unless stated otherwise.

8. All work executed by competent persons qualifieed for the specific trade.

9. Mubatsrine Architectural Firm (MAF) own all rights to this drawing DRAINAGE & PLUMBING:

Male and Female Ablutions Elevation 1 : 50

-All waste fittings to be 50mm PVC min.

-Sewer to municipal line is 110mm PVC -I.E's to e at all pipe junctions or bends -All waste pipes to be fitted with reseal traps and to be fully accessible along their entire length for cleaning -All waste pipes to comply with local municipal regulations STORMWATER DRAINAGE -FBO outlets to drain stormwater on roof run below roof floor slab and go to water duct -All FBO outlets run to basement into jojo purification tanks -All stormwater is recycled back into building

7470 1860

230mm masonry non-load bearing wall

11624

Steel Sub-Structure

CONSTRUCTION & STRUCTURE: -All engineering work to be executed in strict compliance with engineer's drawings -All reinforced concrete to be according to engineer's specifications -Hardcore to be well compacted, to engineers specifications -Engineer's drawings to be read in conjuction with architects drawings

76 x 38 x 3,0 mm Rectangular Steel hallow section Sourced @Bsi Steel Galvanised Steel Welded to Square Hallow Section

140

238

13mm Primed and Painted 2 coat plaster on both sides of the wall

2025

110mm masonry non-load bearing wall

665

880

150300300300300300300300300300300300300300300300300300300

1170 30 186

Ground Floor 0

75 x 75 x 4,0mm Square Hallow Section Steel Sourced @Bsi Steel Galvanised Steel WELDED to Vertical shading device

Shopfront Frame:

1 : 200

880

340 x 180 x 8,0mm, 1860mm HEIGHT Rectangular Hallow Section Steel Panels Sourced @Bsi Steel Galvanised Steel Panels CONNECTED to steel Sub-Structure

25mm Thick x1440mm Sliding up window panels Toughened glass National glass distribution Fixed to the aluminium shopfront frame

50x150mm Aluminium Frame shopfront Sourced @ from HBS aluminium systems Coated with colour Bone white 170 CONNECTED within steel bracing with bolts

D7 112

210

Swartland Embos Euro Interior Door Grey (810 x 2110mm)

10mm Steel plate WELDED to either side of rectangular hallow sections

Locality Section

880

2155

500mm x 300mm Ceramic Wall Tile – Flat Crema Colour Gloss Finish

Vertical Steel Shading

Shopfront Panels:

Female Ablutions 22m2

111

65 x 60 x 6 Unequal Angle(Leg) steel Sourced @Bis Steel Galvanised finish to prevent rusting WELDED to H-Section Bea

230 S.O.P

2195

Hydro 2 Light Black Bathroom motion sensor Ceiling Lights

305 x305 x 118 H-Section Steel beam(Ringbeam) Sourced @ Bis Steel Galvanised finish to prevent rusting WELDED to bracing and other beams

316L 7X19mm Stainless steel wire rope Attatched to H-Beam structure Fixed into underside of steel decking sheets

3 ---

1200

110mm masonry non-load bearing wall

Steel Structure

500

3387

230mm masonry non-load bearing wall

180 Degree Black cast iron Dome Grate Full Bore O 80mm Exposed Height CONNECTED to O 60mm Downpipe which RUNS in ceiling void to water duct FIXED with stainless steel wire swivel hook

1860

500

35200

110

1st Floor 6000

Drainage

77

Ceiling

2025

5507

545 35550

Roof Floor 35860

Rib Height: 2" Rib Distance (Pitch): 12" Pitch Width: 36" Length: 35'-6' Metal Floor decking CONNECTED to H-Section beam with bolting it 6th Floor Ceiling Void

300mm reinforced concrete floor slap

9464 230

545 35550

2 ---

272

130mm Deep Composite Concrete slab Cast in-situ PLACED on Metal decking structure

123

Roof Floor

5 4804

300mm reinforced concrete floor slap

50mm Cove Angle Fillet Screed @ all internal angles around bullastrade With STEEL FLASHING

2215

50mm thick Screed @1:80 fall Made of sand, cement and admixtures Sourced @ Buco Placed on composite concrete slab

6

Fillet

6000

4m thick Derbigum CG4 APP-modified bitumen matrix which has been combined with a composite core of polyester and glass fibre Soured @ Derbigum Torched-on to screed

2135

1 ---

Bullastrade Railing 37120

839

Waterproofing

Site Boundary/Building Line 31500

A

440mmx440mmx40mm non-slip R/Cottage African Rock Paver Agrimark Placed on DPM then grouting added to fix it

140

Exterior Floor Finish

CLIENT

University Of Witswatersrand PROJECT

Sub-Structure to Main Structure

1860

Interior Floor Finish

African Comms Building

80 x 80 x 8,0mm Angles (Equal Leg) Sourced @Bsi Steel Galvanised Steel BOLTED to Rectangular Hallow Section (Sub-structure) and Steel HSection Bacing (Main Structre)

SITE

Corner Jorissen and Henri street ERF 2935,2936,2937

Drawing Revisions

1240 x 182 x 5mm Nu-Vinyl Limestone Grey Vinyl Flooring Click System Grey in colour Soureced @ CTM CONNECTED with 10mm adhesive

Insulation

Interior Floor Finish 500x500x50mm Slim Line Terrazzo Iceberg white Polished finish Soureced @ Union Tiles Fixed with 10mm tile adhesive

Detail Section 1 1 : 25

130mm Deep Composite Concrete slab Cast in-situ PLACED on Metal decking structure

Drawing Number

364 686

Drawing Name

249

250

308

250mm Deep Reinforced Flat Concrete slab cast in-situ With CORNER DRIP DETAIL

Insulation

50mm Expanded Polystyrene Insulation Thermal R-Value = 1.429 Butt Joint together Fixed with mortar to exterior bricks

Ballastrade

340 x 180 x 8,0mm, 1462mm HEIGHT Rectangular Hallow Section Steel Sourced @Bsi Steel COONECTED to concrete slab with O30mm Nail

340 x 180 x 8,0mm, 1462mm HEIGHT Rectangular Hallow Section Steel Sourced @Bsi Steel Galvanised Steel Panels CONNECTED to concrete slab with O30mm Nail

1140

Ballastrade

10mm Steel plate WELDED to either side of rectangular hallow sections

10mm Steel plate WELDED to either side of rectangular hallow sections

3000

500x500x50mm Slim Line Terrazzo Iceberg white Polished finish Soureced @ Union Tiles Fixed with 10mm tile adhesive

1462

1462

Exterior Floor Finish

80mm Skirting Slim Line Terrazzo Iceberg white Polished finish Cut from tile batch

440mmx440mmx40mm non-slip R/Cottage African Rock Paver Agrimark Placed on DPM then grouting added to fix it

Waterproofing

50mm Deep Polystyrene Concrete Slab Void-Formers Soured @ Polystyrene Company Fixed to 355mm deep cast in-situ concrete slab

290

2024

2215

250

50mm Deep Concrete slab cas in-situ

250

Floor Slab

250

1 : 25

Floor Slab

0

280mm Cavity Corobrick Wall 10mm Mortar Joints 5mm O every 3 Brick Courses Wall tie every 5 Brick Courses spaced @1200mm Horizontally Facebrick fifnish(Exposed brick finish) Colour: Honey FBX

Interior Floor Finish

4th Floor 23000

50mm thick Screed @1:80 fall Made of sand, cement and admixtures Sourced @ Buco Placed on concrete slab

Wall

152 x 152 x23mm H-Section steel Beam @1200mm Spacing one way @600mm spacing the opposite way Fixed to stainless steel wire which is fixed to the slab 595 x 595mm to fit 600mm x 600mm Suspened ceiling fine fissured board tiles Bolted to H-section beam 25 x 25 x 3mm Equal angle, perimter channel Fixed into cavity wall to add support in holding ceiling board up

Detail Section 2

1

4m thick Derbigum CG4 APP-modified bitumen matrix which has been combined with a composite core of polyester and glass fibre Soured @ Derbigum Torched-on to screed

Ceiling

316L 7X19mm Stainless steel wire rope Attatched to H-Beam structure Fixed into underside of concrete slab

1 : 50 @A1

Waterproofing

50mm Deep Polystyrene Concrete Slab Void-Formers Soured @ Polystyrene Company Fixed to 355mm deep cast in-situ concrete slab 250mm Deep Reinforced concrete slab cast in-situ

Scale

Revision no

440mmx440mmx40mm non-slip R/Cottage African Rock Paver Agrimark Placed on DPM then grouting added to fix it

50mm Deep Concrete slab cas in-situ

5th Floor 26000

20-09-2022

Exterior Floor Finish

65 x 60 x 6 Unequal Angle(Leg) steel Sourced @Bis Steel Galvanised finish to prevent rusting WELDED to H-Section Bea

B

Floor Slab

DATE ISSUED

A109

Steel Structure

80mm Skirting Slim Line Terrazzo Iceberg white Polished finish Cut from tile batch

ISSUED FOR APPROVAL

2090192

305 x305 x 118 H-Section Steel beam(Ringbeam) Sourced @ Bis Steel Galvanised finish to prevent rusting WELDED to bracing and other beams

322 322

1

Drawn By:

Rib Height: 2" Rib Distance (Pitch): 12" Pitch Width: 36" Length: 35'-6' Metal Floor decking CONNECTED to H-Section beam with bolting it

825

6th Floor 29650

DESCRIPTION

Floor

140

50mm Expanded Polystyrene Insulation Thermal R-Value = 1.429 Butt Joint together Fixed with screws and adhesive

REV NO.

50mm thick Screed @1:80 fall Made of sand, cement and admixtures Sourced @ Buco Placed on concrete slab

399

Drainage

Fillet

180 Degree Black cast iron Dome Grate Full Bore O 80mm Exposed Height CONNECTED to O 60mm Downpipe in selected columns

250mm Deep Reinforced concrete slab cast in-situ

4m thick Derbigum CG4 APP-modified bitumen matrix which has been combined with a composite core of polyester and glass fibre Soured @ Derbigum Torched-on to screed

50mm Cove Angle Fillet Screed @ all internal angles around bullastrade With STEEL FLASHING

C Shopfront Panels: 25mm Thick x1440mm wide x 2300mm high panel per spacing grid Toughened glass National glass distribution Fixed to the aluminium shopfront frame

Column: 450x600mm Reinforced Structural Concrete column Cast in-situ

2502

Shopfront Frame:

Interior Floor Finish 600x600x20mm Slim Line Terrazzo Iceberg white Polished finish Soureced @ Union Tiles Fixed with 10mm tile adhesive

Restuarant

Public Forecourt

117m2 Ground Floor Level

210m2 Ground Floor Level

50x150mm Aluminium Frame shopfront Sourced @ from HBS aluminium systems Coated with colour Bone white 170 Bolted to the slab above and bolted to ground floor slab

Exterior Floor Finish

440mmx440mmx40mm non-slip R/Cottage African Rock Paver Agrimark Placed on DPM then grouting added to fix it

Floor Slab

Steeped concrete slab on grid 257mm Deep Reinforced concrete slab cast in-situ

Waterproofing

200

Detail Section 3

428

355

257

712

4m thick Derbigum CG4 APP-modified bitumen matrix which has been combined with a composite core of polyester and glass fibre Soured @ Derbigum Torched-on to screed

255

Ground Floor 0

50mm Deep Polystyrene Concrete Slab Void-Formers Soured @ Polystyrene Company Fixed to 355mm deep cast in-situ concrete slab

200

50mm Deep Concrete slab cas in-situ

50mm thick Screed @1:80 fall Made of sand, cement and admixtures Sourced @ Buco Placed on concrete slab

Floor Slab

355mm Deep Reinforced Flat Concrete slab cast in-situ

1 : 25

CLIENT

General Notes: NBR 10400 1. To be completed in a rccordance to building regulations.

2. All materials and workmanships are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the architectural specifications.

Where relevant South African Standards, British Standards, BS codes of practice, or agement Certificates applicable to design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works.

3. The contractor will in every aspect of work comply with the provisions of the Occupational Health and Safey Act, (Act No. 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941.

4. The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ ISO9001, able to be checked to the satisfaction of the architect, that all materials and workmanships, whatever their sources, meet the requirements of the specification.

Should the contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly.

5.This drawing must be read in conjunction with all relevant drawings, schedules and specifications from SCAD and all other consultants related to the project.

6. All portions of the works related to any service or consultants information is to be done in accordance with National Building Regulations.

7. This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimmeters unless stated otherwise.

8. All work executed by competent persons qualifieed for the specific trade.

9. Mubatsrine Architectural Firm (MAF) own all rights to this drawing

University Of Witswatersrand PROJECT REV NO. 1

DESCRIPTION ISSUED FOR APPROVAL

African Comms Building

DATE ISSUED 20-09-2022

SITE

Corner Henri and Jorissen Street

Drawn By:

2090192

As indicated

Checked By:

Scale

Drawing Number

Revision no

Drawing Name

A107

1

10

Type of Pipe

Line Type

Type of Pipe

Line Type

Blackwater waste pipe

Cold water pipe

Greywater waste pipe

63 diameter cold water pipe to roof

Blackwater stack pipe

32 diameter cold water dropped pipe

Greywater stack pipe

General Notes:

1065

1180

D10

D9

D8

D4

D5

D6

D7

112

112

112

112

112

112

112

1153

I.E

I.E

1977

WC 7

WC 8

I.E I.E

I.E

Pvc Pipe blackwater waste E-Spec 50mm diameter Pvc blackwater waste stack pipe E-Spec 110mm diameter Pvc Pipe blackwater waste E-Spec 110mm diameter

D

Pvc greywater waste stack pipe E-Spec 110mm diameter

11029

1383

Uni-sex Disable Ablutions 4m2

218

110

955

110

13

1070

110

14m2 Tile Floor Finish

22m2 Tile Floor Finish

1065

1180

1140

1060

D10

D9

D8

D4

D5

D6

D7

112

112

112

112

112

112

112

WC 2

WC 3

WC 4

WC 5

WC 6

WC 7

WC 8

11029

WC 7

591

Coral White Front Flush Toilet Suite

Sewerage\ Wastewater Service Duct

1000

D

Hand Dryer_automatic American Dryer EXT Series.

Fixed to 230mm masonry wall 1285mm above the tiled floor finnish

110

938

2756

828

2756

13

D2

D3

WBH 4

13

WBH 3

Mens Ablutions 14m2 Tile Floor Finish

S.O.P 230 98200 200 200 200 200 200 200 20098

Uni-sex Disable Ablutions

D10

D9

112

112

WC 2

WC 3

4m2

Tile Floor Finish 96200 200 200 200 20057

WC 1 S.O.P

WBH 5

Frameless Rectangular Mirror 580x1100mm mirror Connections: Mounted to wall with screws Length: 30mm Width: 11mm Finish: Chrome plated Weight: 0.014kg

WBH 6

58200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200108

S.O.P

199 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200108

Female Ablutions 22m2 Tile Floor Finish

D8

D4

D5

D6

112

112

112

112

WC 4

WC 5

WC 6

WC 7

230

11029

WC 8

Ground Floor Male and Female Ablutions Electrical Layout 1 : 50

Ground Floor Male and Female Ablutions Tiling Layout 1 : 50

University Of Witswatersrand PROJECT

African Comms Building SITE

Corner Jorissen and Henri street ERF 2935,2936,2937

Lusso Roya Basin tap Mixer - Black W(140mm) H(240mm) D(70mm)

Drawing Revisions REV NO.

DESCRIPTION

1

ISSUED FOR APPROVAL

DATE ISSUED 20-09-2022

Coral White Front Flush Toilet Suite

218 4804

CLIENT

50mm Marble countertop with 40mm thick timber cabin below wash basin fixtures

200x200mm ceramic tiles on 10mm tile adhesive with a 3mm grouting joint.

D7 112

110

D516

D

112

110

WC 8

230mm Masonry exterior wall 10mm plastered wall Painted 2 coat plaster Silver Strand paint finish

1110

1090

1046

WC 6

2425

SS

SS

SS

999

Lusso Roya Basin tap Mixer - Black W(140mm) H(240mm) D(70mm)

2033

96200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 20089111

11

200x200mm ceramic tiles on 10mm tile adhesive with a 3mm grouting joint.

112

WBH 2

110

118200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200118

112

1031 D7

2033

3385

D11

230

3189

112

1300

WC 5

678

1394

D6

230 WBH 1

112

1790 3189

1658 D5

1046

WC 4

22m2 Tile Floor Finish

1046

1781

1018

1046

WC 3

1040

1040

WC 2

1118

42

112

1046

1092

387

110

387 1781

112

1100 D4

2440 S S

112

50mm Marble countertop with 40mm thick timber cabin below wash basin fixtures

Female Ablutions

280mm Concrete Wall from Lift core

D516

704

Frameless Rectangular Mirror 580x1100mm mirror Connections: Mounted to wall with screws Length: 30mm Width: 11mm Finish: Chrome plated Weight: 0.014kg

20200 200 200 200 200 200 200 200 200 200 200 205

720

6

3725 1795

230

790

-All engineering work to be executed in strict compliance with engineer's drawings -All reinforced concrete to be according to engineer's specifications -Hardcore to be well compacted, to engineers specifications -Engineer's drawings to be read in conjuction with architects drawings

11477

1580

WBH 6

13

D3

D2 1111 D8

SS

1400

1107

718

2714

WC 1

D9

612

4m2

Tile Floor Finish

Coral White Front Flush Toilet Suite

1589

D10

SS

WBH 7

1107

112

Uni-sex Disable Ablutions

200x200mm ceramic tiles on 10mm tile adhesive with a 3mm grouting joint.

804

SS

918

1300

883

3195

14m2

312

800

SS

224

WBH 5

1795

1182

13

1151

Tile Floor Finish

Lusso Roya Basin tap Mixer - Black W(140mm) H(240mm) D(70mm)

WBH 4 SS

CONSTRUCTION & STRUCTURE:

5

230mm Masonry exterior wall 10mm plastered wall Painted 2 coat plaster Silver Strand paint finish

5685

112

WBH 3

Mens Ablutions

11

Tile Specification

280mm Concrete Wall from Lift core

-All waste fittings to be 50mm PVC min.

-Sewer to municipal line is 110mm PVC -I.E's to e at all pipe junctions or bends -All waste pipes to be fitted with reseal traps and to be fully accessible along their entire length for cleaning -All waste pipes to comply with local municipal regulations

-FBO outlets to drain stormwater on roof run below roof floor slab and go to water duct -All FBO outlets run to basement into jojo purification tanks -All stormwater is recycled back into building

3mm Grouting joint

6

DRAINAGE & PLUMBING:

STORMWATER DRAINAGE

2-Way Switch: Bright Star 2 Lever 2 Way Motion sensor Switch,1220mm From Tiled finnish floor: Screwed into the wall

230

50mm Marble countertop with 40mm thick timber cabin below wash basin fixtures

110mm diameter pipe from municipal supply

2598

Tile Type

Hand Dryer_automatic American Dryer EXT Series.

Fixed to 230mm masonry wall 1285mm above the tiled floor finnish

D11

RS PRO Galvanised Threaded Steel & Stainless Steel Pipe cold water 32mm Diameter drop down pipe from roof water storage tank

RS PRO Galvanised Threaded Steel & Stainless Steel Pipe cold water 63mm Diameter pipe

218

2 Way Switch

774

1172

Sewerage\ Wastewater Service Duct

10mm Adhesiv to place on concrete slab

Hand Dryer_automatic American Dryer EXT Series.

Fixed to 230mm masonry wall 1285mm above the tiled floor finnish

740

218

1153

National Ceramic Industries OCA20A4LA Ceramic Tile - Bali Grey (400 x 200mm)

230mm Masonry exterior wall 10mm plastered wall Painted 2 coat plaster Silver Strand paint finish

720

1062

1134

1 : 50

5

93

110

1100

Wall Mounted Saturn 1 Light Black Bathroom Light

SS

950

Ground Floor Male and Female Ablutions Water Reticulation Layout

Motion Sensor Hydro 2 Light Black Bathroom Ceiling Light

WBH 2

110

RS PRO Galvanised Threaded Steel & Stainless Steel Pipe cold water 22mm Diameter pipe placed through wall

4804

1 : 50

WBH 1

1030

Female Ablutions

2598

1024

D3

13

110

230

Ground Floor Male and Female Ablutions Drainage Layout

Frameless Rectangular Mirror 580x1100mm mirror Connections: Mounted to wall with screws Length: 30mm Width: 11mm Finish: Chrome plated Weight: 0.014kg

WBH 6

579 990

4804

SS

WBH 5

Tile Floor Finish

WC 1

Pvc Pipe greywater waste E-Spec 110mm diameter

230

1638

230

Tiled ceramic walls with 10mm adhesive and 3mm grouting joint

WBH 4

Mens Ablutions

1795

Coral White Front Flush Toilet Suite

I.E

110

11

200x200mm ceramic tiles on 10mm tile adhesive with a 3mm grouting joint.

WBH 3

RS PRO Galvanised Threaded Steel & Stainless Steel Pipe cold water 15mm Diameter pipe to fittings

5685

I.E

WC 6

1153

2756

NBR 10400 1. To be completed in a rccordance to building regulations.

2. All materials and workmanships are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the architectural specifications.

Where relevant South African Standards, British Standards, BS codes of practice, or agement Certificates applicable to design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works.

3. The contractor will in every aspect of work comply with the provisions of the Occupational Health and Safey Act, (Act No. 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941.

4. The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ ISO9001, able to be checked to the satisfaction of the architect, that all materials and workmanships, whatever their sources, meet the requirements of the specification.

Should the contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly.

5.This drawing must be read in conjunction with all relevant drawings, schedules and specifications from SCAD and all other consultants related to the project.

6. All portions of the works related to any service or consultants information is to be done in accordance with National Building Regulations.

7. This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimmeters unless stated otherwise.

8. All work executed by competent persons qualifieed for the specific trade.

9. Mubatsrine Architectural Firm (MAF) own all rights to this drawing

1977

I.E

I.E

WC 5

230

2756

828

118200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 196121

I.E

WC 4

110

112

I.E

WC 3

1110

1977

804 110

I.E

D516

WC 2

462

WC 1

1795 D11

Lusso Roya Basin tap Mixer - Black W(140mm) H(240mm) D(70mm)

Tile Floor Finish

230

938

5685

1172

1134

50mm Marble countertop with 40mm thick timber cabin below wash basin fixtures

110

1977

1060

1100

218

2033

1110

1062

960

1140

22m2 Tile Floor Finish

110

4575

950

110

2327

1977

960

14m2 Tile Floor Finish

110 1030 110 Female Ablutions

851

13

1070

804

110

WBH 2

462

955

112

110

2033

3385

D516

1024

1580

110

230 WBH 1

230

990

1795

WBH 7

WBH 6

5685

851

4m2

WBH 5

230

Frameless Rectangular Mirror 580x1100mm mirror Connections: Mounted to wall with screws Length: 30mm Width: 11mm Finish: Chrome plated Weight: 0.014kg

5685

WBH 7

Uni-sex Disable Ablutions

2756

11477

2425

110

4575

230

1383

828

6

3725

110

1153

D3

2327

Mens Ablutions

1795

5685 2425

110

2598

230

2033

2756 WBH 4

13

1638

230

D11

110

938

WBH 3

11

1000

D

WBH 2

1580

1795

Coral White Front Flush Toilet Suite

Steel grab rails to disable bathroom spec

3385 WBH 1

230

Lusso Roya Basin tap Mixer - Black W(140mm) H(240mm) D(70mm)

GEBERIT 116.074.00.1 PREDA URINAL WITH INTERGRATED CONTROL

230

D2

1795

2033

579

230

50mm Marble countertop with 40mm thick timber cabin below wash basin fixtures

Tiled ceramic walls with 10mm adhesive and 3mm grouting joint

Hand Dryer_automatic American Dryer EXT Series.

Fixed to 230mm masonry wall 1285mm above the tiled floor finnish

1000

3725

Frameless Rectangular Mirror 580x1100mm mirror Connections: Mounted to wall with screws Length: 30mm Width: 11mm Finish: Chrome plated Weight: 0.014kg

200x200mm ceramic tiles on 10mm tile adhesive with a 3mm grouting joint.

230mm Masonry exterior wall 10mm plastered wall Painted 2 coat plaster Silver Strand paint finish

11477

Hand Dryer_automatic American Dryer EXT Series.

Fixed to 230mm masonry wall 1285mm above the tiled floor finnish

5

280mm Concrete Wall from Lift core

110

230mm Masonry exterior wall 10mm plastered wall Painted 2 coat plaster Silver Strand paint finish

6

D2

5

Drawn By:

2090192 Drawing Number

Scale

1 : 50 @A1 Revision no

A108 Drawing Name

1

11

"A warm African greeting" The handshake is also a sign of peace being made, looking at the history of Athlone and how the Torjan Horse Massacre happedened in Cape Town it is important to design a place which signifies community, inclusitivity and togetherness .

SITE PLAN

Existing Paths -Used to intergrate building with site

The aims of my design are to create a sports facility which not only aims to make Athlone proud but everyone in Africa with any disability to feel welcome and at home.

CONCEPT DEVELOPMENT:

The handshake

1. The Handshake

2. Sign Language Greeting

3. Braille Reading fro the blind

03 12

B A

B

A

Building 1: Ground Floor Plan 01: Reception and waiting Area 02: Lounge Area 03: Ablutions 04: Female Change room with Lockers 05: Male Change room with Lockers

06: Gym and training Area 07: Sauna Room 08: Workout Room 09: Storage

Building 2: Ground Floor Plan 01: Community Hall 02: Kitchenette 03: Ablutions 04: Meeting Room 05: Workshop Room

Building 3: Ground Floor Plan 01: Fish & Chips Restuarant 02: Restuarant Kitchen 03: Ablutions 04: Fashion Shop 05: Bookstore Shop

06: Art & Craft Shop 07: Fruit & Veg Shop 08: Office Lobby Area

Building 3: First Floor Plan 01: Ablutions 02: Small Meeting Room 03: Small Meeting Room 04: Large meeting Room 05: Large Board Room

06: Small Meeting Room 07: Small Meeting Room 08: Office Lobby Area

NORTH ELEVATION

13

4. Bio-gas fuel System

3. Slanted walls to shade North

2. Skylight window with solar panel on roof

1. Rotatable Screening

Building Sustainablity

Reception Area

Outside Space(The Handshake) Meeting Room

Community Hall

14

15

Affordability in Fordsburg Affordability in Fordsburg

Johannesburg, South Africa Johannesburg Central Fordsburg, Johannesburg Site A, Fordsburg Johannesburg, South Africa Johannesburg Central Fordsburg, Johannesburg Site A, Fordsburg

Site A is located on the corner of High Str and Site It A is the corner of High Str and Albertina Sisulu Rd in Fordsburg. is located directlyonnext Sisulu Rd in Fordsburg. It is directly next to the Oriental Plaza which is Albertina a centre of attraction to the Oriental Plaza which is a centre of attraction in Fordsburg. Site A was initially a parking lot which in Fordsburg.

SitetoA be was initially a parking lot which has been now rezoned to allow for housing has the beenmain now rezoned to allow for housing to be built on it. It is on the path of built on it. It is on the path of the main transportation route of Fordsburg. transportation route of Fordsburg.

The aim of this project was for me to bring The aim a of vibrant this project was for me to bring the youth into Fordsburg by creating the the youthground into Fordsburg by creating a vibrant building which offers activity on floor building which of the building. This housing building that offers I haveactivity on the ground floor of the building. designed on this site is to target the youth This backhousing into building that I have designed this site is to target the youth back into Fordsburg and accomodate people thatonhave started Fordsburg We and have accomodate people that have started working in and around Johannesburg. designed workingemployed in and around Johannesburg.

We have designed a structure which allows for newly people to structurehaving which allows for newly employed people to come and live in our building awithout to produce come and live in our building without having to produce three month bank statements. We intend to redesign the three bankFordsburg statements.and We intend to redesign the housing culture in johannesburg butmonth mainly housing bringing the youth back into the city.culture in johannesburg but mainly Fordsburg and bringing the youth back into the city.

04 16

17

Grid for distance between Structural Beams

A

B C

110mm Boundary Wall

Corner Pegs

Storm Water Pit placed on the ground with an opening to allow water to flow into it and remove it from the site

Storm W ater Pit placed on the ground with an opening to allow water to flow into it and remove it from the site

110mm pipe underground to transport water out of the site to the main Storm Water drainage system

In- ground drainage system to prevent water overflowing on site

In- ground drainage system to prevent water overflowing on site

ERF 500

Main Access to the site for pedestrians and vehicles

4 Eave Gutter with a downpipe to drain water off roof

Balcony Eave Gutter wit h a downpipe to drain water off roof

IBR Roof sheeting, slopped @5 degrees

2 Courty ard s urface is s lo ped s li ghtly towaards the st orm water sy st em.

Slope is @ 3 degrees

PV S olar panels to help distribute elect ric ity to plu gs and lights

Trench drainage s yst em, water from dow npipe f alls into it and is trans port ed t o the s tormwater pit

IB R R oof sheet ing, s lo pped @5 degrees

Municipal Electrical Line

Grid for distance between Structural Columns

1

St orm W at er Pit placed on the ground w ith an opening t o allow water to f low into it and remove it from the s ite

Municipal Water Supply

3

C03

5m Street Frontage Building Line

1

IB R R oof sheeti ng,has a great er s panning c apabilit y. Slopped@5 degrees

Pr

Cl

Pro

Da

110mm pipe underground to trans port water out of the si te to t he main St orm W at er drainage sy stem Elect ric al Box on propert y t o distribute elect ric ity to bui ld ing

Storm Water Pit placed on the ground with an opening to allow water to flow into it and remove it from the site

Eendracht St

Storm Water Drainage

Fire Emergenc y St airs

Dra

Ch

Lo

St

In- ground drainage system to prevent water overflowing on site

0

Sewer MH Invert Level : 1738.25m

Municipal Electrical Line

05

Storm Water Drainage

Service Delivery and Pick up truck entrance

Storm Water Drainage

De Kortte St

1

C10-03_Roof Plan

C E

1 : 100

35

S

18

A

Gri d sy st em is pla c ed for the s truc tural columns whic h off er s upport around t he court yard area

C

B

St orm Wat er Pit placed on the ground wit h an openi ng t o allow water t o flow into i t and remov e it from the s it e

Main Access to the site for pedestrians and v ehicles

18908 4149

18797 5737

42

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

FLOOR F INI SH: Oregon Nano Shiny Polis hed P orc ela in Floor Tile 600x600mm

230mm Load bearing wall 10mm wall i ns ulati on for thermal heat ing

SMALL CONFERENCE ROOM 11 m²

42

Group Discussion area

D_02

32 m²

25mm radius circ ular s teel v ert ical shading

WORKSOP MANAGERS OFFICE 9 m²

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

FLOOR F INI SH: B elgotex Weav ers Choic e Wide Carpet (400mm)

FLOOR FINI SH: S pazio Whit e Ec o Glazed Porc elain Tile 600x600mm

Fire es cape door

>110mm Drainage pipe falls @Min 1:60 to c onnec t to muni cipal s ewer

FLOOR FI NIS H: Belgot ex Weavers Choic e Wide Carpet (400mm)

38

38

DN

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

300mm concrete beam abov e c olumns

300mm concrete c olumns for st ruc tural s upport around t he c urtain walls

B

MEDIUM OFF ICE SPACE 15 m²

18794 3401

8918

FLOOR F INI SH: Oregon Nano Shiny Polis hed P orc ela in Floor Tile 600x600mm

3902 KITCHENETT E

D_02

FLOOR F INI SH: Oregon Nano Shiny Polis hed P orc ela in Floor Tile 600x600mm

10576

3900

1900

9597

774

1900

2000

740

MALE BATHROOM 5 m²

Conc ret e reinfornced s us pended f loor s lab Supported by the building st ruct ure Great es t span of the conc rete in the bui ld ing is 6800mm

5354

4000

3902

100mm S tep ont o balcony for wat erproof ing of building

18797

18794 44 m²

85mm Surf ace Bed

FFL

FFL

2595 1000

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

7500 Level 3

Fire E sc ape Emergency S tairs

110mm Steel Downpipe

Conc rete reinfornc ed sus pended floor s lab Supported by t he building s truct ure Great es t span of t he concrete i n the building is 6800mm

762

220mm Load bearing masonary wall to help with thermal thightnes s Wall t ies plac ed to help wit h rei nf orc ement of wall

1242

Lintel c onc ret e beam ac ross door openi ng f or s truc tural support 150mm depth into bric kwork on eac h si de

2925

Level 2 2330 3000

Column Struct ural s ys tem t o s upport Curtain Wall around courty ard

Conc ret e Window s ill with drip

St ri p Foundat ions 900x300mm f oundat ion

NGL

Level 1 0

St ri p Foundat ions 900x300mm f oundat ion

>110mm Drainage pipe falls @ 1: 40 to c onnect to munici pal s ewer

Level 4

St ri p Foundat ions 600x300mm f oundat ion

400x200mm Foundati on f or boundary wall

Pad Foundations to s upport c olumns 900x400mm

Sewer MH Invert Level : 1738.25m

110mm pipe underground t o trans port wat er out of t he s ite t o the main St orm Water drainage s y st em

Municipal Electrical Line

Storm Water Drainage

WORKSHOP

151 m²

40 FLOOR FI NI SH: Oregon Nano Shiny Polis hed Porcelain Floor Tile 600x600mm

6000

DN

19x286mm Fas ci a board 150X150MM St eel gutt er

Column Struct ural s ys tem t o s upport slab opening around s taircas e

NGL

In- ground drainage s ys tem t o prev ent wat er overflowi ng on s ite

E_01

4683

Open Lobby

5 m²

St orm Wat er Pit placed on the ground wit h an openi ng t o allow water t o flow into i t and remov e it from the s it e

Elec tric al Box on property t o dist ribute elec tric ity t o bui lding

5868

6637

Male Bathroom

110mm pipe underground t o trans port wat er out of t he s ite t o the main St orm Water drainage s y st em

31

34 m²

108 m²

3399

IB R roof sheeting pi tc hed @5degrees 228X 50mm Roof Raft er s panned @600mm to support roof c overing 50X76 Roof Bat tens s panned @1000mm Apex t o help with s tormwater drainage

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

LARGE OFFI CE SPACE

OPEN AREA

3000

Storm Water Drainage

Fire es cape door

10 m²

41

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

300mm Conc ret e Beam f or roof raf ters t o rest on 220mm Load bearing masonary wall to help with thermal thightnes s Wall t ies plac ed to help wit h rei nf orc ement of wall

1150

D_02

7500

2000

33

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

25mm radius circ ular s teel v ert ical shading

10 m² D_02

25640

33

FLOOR FI NI SH: Oregon Nano Shi ny Polis hed P orc elain Floor Tile 600x 600mm

SMALL OFFI CE 1

A

2100

922

UP

25mm radius circ ular s teel v ert ical shading

40

300mm concrete c olumns for st ruc tural s upport of the valley beam

FLOOR F INI SH: Oregon Nano Shiny Polis hed P orc ela in Floor Tile 600x600mm

900

230mm Load bearing wall 10mm wall i ns ulat ion for thermal heating

5m Street Frontage Building Line

8 m²

D_02

300mm concrete c olumns for st ruc tural s upport around t he c urtain walls

OPEN AREA 108 m²

Grid for the columns around the curtain walls to help support the load bearing structure

C

Glass c urt ain wall

F_01

33

SMALL OFFI CE 2

Glass c urt ain wall

25mm radius circ ular s teel v ert ical shading

IB R roof sheeting pi tc hed @5degrees 228X 50mm Roof Raft er s panned @600mm to support roof c overing 50X76 Roof Bat tens s panned @1000mm Apex t o help with s tormwater drainage

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

0° .7

FLOOR F INI SH: Oregon Nano Shiny Polis hed P orc ela in Floor Tile 600x600mm

D_02

42

33

FLOOR F INI SH: Oregon Nano Shiny Polis hed P orc ela in Floor Tile 600x600mm

38 1 09

2000

38 LARGE OFFI CE SPACE

25mm radius circ ular s teel v ert ical shading

110mm V ent st ack pipe

PRINTI NG AREA 4 m²

25mm radius circ ular s teel v ert ical shading

695 500

I.E 300mm concrete c olumns for st ruc tural s upport around t he c urtain walls

34 m²

825

50 0x 50 0mm

38

38

50mm PVC pipe from urinal

FL OOR FI NIS H: Orig ins Na tu ral Mat t Ce ramic F lo or Ti le

16708

38

29

D_04

108 m²

2600

1

OPEN AREA

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

110mm PVC was te pipe @ a f all of 1: 20

5 m²

1853

FLOOR F INI SH: Oregon Nano Shiny Polis hed P orc ela in Floor Tile 600x600mm

Gri d sy st em is pla c ed for the s truc tural columns w hic h off er s upport around t he court yard area

2512

12225

42

25mm radius circ ular s teel v ert ical shading

300mm concrete c olumns for st ruc tural s upport around t he c urtain walls

300mm concrete beam abov e c olumns

D_01

42

300mm concrete c olumns for s truc turalm support aroung st airc ase opening

Glass c urt ain wall

2

2000

Conc ret e Shadi ng for Nort h Facade

Trenc h drainage s ys tem,water f rom downpipe f alls int o it and is t ransported to the s tormwater pit

42 FLOOR FI NIS H: Belgotex Weavers Choic e Wide Carpet (400mm)

16708

42

31

12030

FLOOR FINI SH: S pazio Whit e Ec o Glazed Porc elain Tile 600x600mm

42

>110mm Drainage pipe falls @ 1: 40 to c onnect to munici pal s ewer

Municipal Electrical Line

Trenc h drainage s ys tem,water f rom downpipe f alls int o it and is t ransported to the s tormwater pit

42

25mm radius circ ular s teel v ert ical shading

21 m² 300mm concrete c olumns for s truc turalm support aroung st airc ase opening

25mm radius circ ular s teel v ert ical shading

Courty ard s urf ac e is s loped sli ghtly t owaards the s torm wat er sy s tem.

Slope is @ 3 degrees

44 m²

LARGE CONFERENCE ROOM

UP

pipe

5m Street Frontage Building Line

42

WORKSHOP

4779 16722

42

42

1

St orm Wat er Pit placed on the ground wit h an openi ng t o allow water t o flow into i t and remov e it from the s it e

110mm pipe underground t o trans port wat er out of t he s ite t o the main St orm Water drainage s y st em

I.E 110mm V ent st ack

38

MALE BATHROOM

119.21°

42

300mm concrete c olumns for st ruc tural s upport around t he c urtain walls

124.33°

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

42

Municipal Water Supply

50 0x 50 0mm

I.E

C_01

131 .00°

2600

29

FL OOR FI NIS H: Orig ins Na tu ral Mat t Ce ramic F lo or Ti le

C03

1 m²

D_05

900mm pipe railing D_06

1

1005

R.E

5 m²

WC 3

1500

D_04

I.E39

1 m²

D_04

Glass c urt ain wall

3

I.E39

WC 2

D_05

2900

Glass c urt ain wall

Courty ard s urf ac e is s loped sli ghtly t owaards the s torm wat er sy s tem.

Slope is @ 3 degrees

I.E

39

Male Bathroom

4 m²

3100

FLOOR FINI SH: Oregon Nano Shiny Polis hed Porc elain F lo or Tile 600x600mm

Not Enclosed

900mm pipe railing

1 m²

D_05

FEM ALE BATHROOM

B alcony

4 90 0

1 m²

300mm concrete beam abov e c olumns

°

50 0x 50 0mm

823

WC

WC 1

FL OOR FI NIS H: Orig ins Na tu ral Mat t Ce ramic F lo or Ti le

700 1000

42

39

D_04 D_05

1 25 .8 8

I.E

1 m²

900mm pipe railing

FLOOR FI NI SH: Concrete Slab poli shed smoothly

1000

2556

C03

D_05

4

700

Glass c urt ain wall

1 D_01

WC 2

D_03

300mm concrete c olumns for st ruc tural s upport around t he c urtain walls

C_01

I.E

40mm PVC w as te pipe

1000

2697

2475

300mm concrete beam abov e c olumns

1 m²

FL OOR FI NIS H: Orig ins Na tu ral Mat t Ce ramic F lo or Ti le 50 0x 50 0mm

D_01

1800

3 m²

39

WC 1

D_05

4 m²

Disabl e Toilet

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

700

Female WC FLOOR F INI SH: Oregon Nano Shiny Polis hed P orc ela in Floor Tile 600x600mm

FLOOR FINI SH: S pazio Whit e Ec o Glazed Porc elain Tile 600x600mm

4891

I.E

700 1000

C_01

6 m²

40mm PVC was te pipe

1000

Glass c urt ain wall BULK STORAGE

4891

10001

903

4

40mm PVC was te pipe

I.E

16958

Conc ret e Shadi ng for Nort h Facade

14038

110mm pipe underground t o trans port wat er out of t he s ite t o the main St orm Water drainage s y st em

3104

0

1007

1135

1788

1010

6770

6764

3902

1155

4160

5169

705 500 583 500310 1080

1292

1000

2699

1755

3900

Gri d sy st em is pla c ed for the s truc tural columns whic h off er s upport around t he court yard area

C

In- ground drainage s ys tem t o prev ent wat er overflowi ng on s ite

110mm pipe underground t o trans port wat er out of t he s ite t o the main St orm Water drainage s y st em

ERF 500

2

B

St orm Wat er Pit placed on the ground wit h an openi ng t o allow water t o flow into i t and remov e it from the s it e

In- ground drainage s ys tem t o prev ent wat er overflowi ng on s ite

3

A

Gri d sy st em is pla c ed for the s truc tural columns w hic h off er s upport around t he court yard area

1

Storm Water Drainage

Service Delivery and Pick up truck entrance

C20-01_Section A-A 1 : 100

General Notes:

C10-01_Ground Floor Plan

1

De Korte Str

2

1 : 100

C10-02_First Floor Plan 1 : 100

Grid for the c olum ns around the c urtain w alls to help s upport the load bearing struc ture

C

B

A 25640

1

18794 3902

Level 4

St ri p Foundat ions 900x300mm f oundat ion

NGL

Level 1 NGL

2

1 : 100

IE 50mm SP uPV C

39

29 IE

IE 50 mmW P uP V C IE 50mm SP uPVC

IE

IE 50mm SP uPVC

IE

39

Alumi nuim Top hang window

110mm S P uPVC @Min 1:60 f all to connec t t o ext erior main munic ipal pipe

Boundary Line

Boundary Line IE

39

IE

C30-04_East Elevation

IE

50mm SP uPVC

400x200mm Foundati on f or boundar y w all

110mm SP uP VC @Min 1: 60 fall t o c onnect t o ext erior main munic ipal pipe

5 0mm WP u PV C

IE

Level 2 3000

Building Li ne

IE

3000

IE

7500 Level 3 6000

39

Alumi nuim Top hang window 25mm radius circ ular s teel v ert ical shading

EX WALL PLAS TE R FI NIS HED WITH 2 COATS OF PAI NT

39

29

3000

33

1500

110mm VP

39 40

500 660

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

Level 4

1840

40

Fire es cape s tairs

Apex t o help wit h s tormwater drainage and Fas cia board

230mm Load bearing wall 10mm wall insulation f or thermal heati ng

IE

C onc ret e Window s ill w ith drip

695 500 495 500 572 500 528

IB R Roof sheeting, s lopped @5 degrees

25mm radius circ ular s teel v ert ical shading

0 Pad Foundations to s upport c olumns 900x400mm

1500

3000

1000

Boundary Line

825

Boundary Line

Boundary Line

2000

C olumn Str uct ur al s ys tem t o s uppor t C ur tain Wall ar ound cour ty ar d

St ri p Foundat ions 900x300mm f oundat ion

1 : 100

1150

IB R Roof sheeting, s lopped @5 degrees

Boundary Line

FFL

900

FFL

C20-01_Section A-A

2600

110mm VP

44 m²

C olumn Str uct ur al s ys tem t o s uppor t slab opening ar ound s tair cas e

Level 2

3800

151 m²

WORK SH OP

3100

Open Lobby

5 m²

2100

Lintel c onc ret e beam ac ross door openi ng f or s truc tural support 150mm depth into bric kwork on eac h si de

Male B athroom

1

1853

EX WALL PLAS TE R FI NIS HED WITH 2 COATS OF PAI NT

3000

100mm S tep ont o balcony for w at erpr oof ing of building

220mm Load bear ing masonary w all to help w ith ther mal thightnes s Wall t ies plac ed to help wit h r ei nf or c ement of w all

4

Flat Concrete Roof

Boundary Line

7500

108 m²

St ri p Foundat ions 600x300mm f oundat ion

2600

C onc rete reinfor nc ed sus pended floor s lab Suppor ted by t he building s tr uct ur e Great es t span of t he concr ete i n the building is 6800mm

3000

34 m²

Boundary Line

3000

LA RGE OFFI CE SPA C E

C onc ret e reinfornced s us pended f loor s lab Supported by the building st ruct ure Great es t span of the conc rete in the bui ld ing is 6800mm

NGL

Apex t o help wit h st ormwat er drainage and Fas cia board

Boundary Line

5 m² OPEN A REA

85mm Surf ace Bed

1005

110mm Steel D ownpipe

MA LE B ATH ROOM

2900

220mm Load bearing masonary w all to help w ith thermal thightnes s Wall t ies plac ed to help wit h rei nf orc ement of w all

Level 3 6000

19x286mm Fas ci a board 150X150MM St eel gutt er

300mm C onc ret e Beam f or roof raf ters t o rest on

3

16708

7500 Boundary Line

IB R roof sheeting pi tc hed @5degrees 228X 50mm R oof R aft er s panned @600mm to support r oof c over ing 50X76 R oof Bat tens s panned @1000mm Apex t o help w ith s tor mwater drainage

1500

IB R roof sheeting pi tc hed @5degrees 228X 50mm R oof R aft er s panned @600mm to support r oof c over ing 50X76 R oof Bat tens s panned @1000mm Apex t o help w ith s tor mwater drainage

2

Gri d sy st em is pla c ed for the s truc tural columns whic h off er s upport around t he court yard area

16823

630

8918

1670

3401

NGL

Level 1 0

110mm S P uPVC @Min 1:60 f all to connec t t o ext erior main munic ipal pipe

19

THANK YOU FOR YOUR TIME AZANDE VUYISWA SHONGWE (+27) 82 344 9817 azandeshongwe@gmail.com

20