Phathutshedzo's Architectural Portfolio

Phathutshedzo Nevhungoni’s

M A N I F E S T O Through out history, architecture has been a means of human expression.

To inspire, to intimidated, welcome or shun away. These aspects space are conceptualized by the designer. You cannot control other people’s actions, but as a designer, I can argue that I can influence certain aspects of human activity. I believe it is my responsibility to always design spaces that promotes positive human behavior.

My approach to design is human centric, and one of my main drivers is getting the most usage or unintentional engagement with a space just because its designed well. The east façade of John Moffat building at WITS does this well as people engage with it without acknowledging that they are sitting on the façade of a building, its sort of second nature to go sit there.

In my buildings I aim to create moments with prompt human interaction.

In any form of design, the human comes first not just through functionality but also through mental well-being thus my design philosophy is that of being conscience as to how spaces can affect all aspects of human life including mental well being

CONTACT

SKILLS

+27(82) 050 4474

TEAMWORK

Phatnevo08@gmail.com

COMMUNICATION

Johannesburg, Gauteng

EDUCATION HIGHSCHOOL (2016-2018) Johannesburg Polytech Institute UNIVERSITY(2019-2022) Bachelor of Achitectural Studies (BArch) at The University of the Witwatersrand

ACHIEVMENTS - Academic Honour Roll (2012-2016) -60+ Average throughout University

WORK EXPERIENCE -Helped in the design of a minor house renovation

LANGUAGES -English -tshiVenda -isiZulu -siPedi

LEADERSHIP CREATIVE THINKING PROBLEM SOLVING TIME MANAGMENT HAND DRAWING

SOFTWARE SKILLS AUTODESK REVIT SKETCHUP LUMION PHOTOSHOP INDESIGN PREMIER PRO

INTERESTS FILM FOOTBALL & PHOTOGRAPHY

MUSIC

FASHION & SNEAKERS

COMEDY

CONTENTS PROJ E CT S Wits Student Common 6-21 Ethiopian Embassy 22-29 Green Innovation Hub 30-37

C REA T IV E H OBB I E S Photography 38-40

Wits Student Commons

The Wits Student Commons is a multi-use building which houses many amenities like, restaurants retail stores, exhibition spaces, educational facilities, and a student wellness centre. It is located adjacent to Amic Deck.

My main object with this design was to soften up the buffer between east and west campus and activate Amic deck to be a lively part of campus and not just a bridge. My building explores the idea of views such as the bushy suburbs of the north of Johannesburg and Johannesburg’s skyline to the south facing view.

As a designer I have control or power to propagate certain types of human interactions due to the spaces created. My building’s giant staircase which promotes the ideas of “‘view-philia’ which is defined as people often seeking out views of the city” (Schlickman, 2019), “‘roosting’ which is defined as people tending to perch in plazas to better observe activity” (Schlickman, 2019) and “‘entertainer’ defined as plazas with bi-directional platforms encouraged informal performance.” The set back of my building promotes “‘noise-enjoys’ which is defined as people often sat facing the street traffic.” (Schlickman, SKETCHES FINAL 2019) and “‘chit-chat mooring’ which is when people tend to gather around an object when conversing.” (Schlickman, 2019)

6

C O N C E P T S

H U M A N I N T E R F A C E

S U S T I A N A B I L I T Y

S T R U C T U R E

3D_2

3D_1

3D_1

3D_2

38 m MH

AMIC DECK

2

3

4

5

IE

6

SITE BOUNDRY

1

B

36.43 m

250mm ⌀ storm FBO TO 100mm ⌀ SW down pipe to sump

FBO

FBO

Semitransparent Building-Integrated Photovoltaic (BIPV) Glass Planet TM Solar reflecting glass @ a 20° pitch

39

A

G

m

I

FBO

H

Fall 1:100

Exec Air TM Jet Air Rooftop Package Airconditioner – 108.0KW

40

8400

J

F

20° Roof Pi

A10-10_Top of Parapet

m

B

3768

35955 8400

A10-09 Roof_TOC 35105

F

FBO

41

m

C

A10-08_6th Floor_TOC

8400

ERF-320/53

32045

A10-07_5th Floor_TOC

D

ROAD YALE

ERF- 370/53

250mm ⌀ storm FBO TO 100mm ⌀ SW down pipe to sump

A10-05.1_Top of upstand

FBO

21335

FBO

Fall 1:100

A10-05_3rd Floor_TOC

250mm ⌀ storm FBO TO 100mm ⌀ SW down pipe to sump

FBO

28 R @ 179.1 mm

C

G

A10-04_2nd Floor_TOC

900mm high 40mm⌀ aluminum top grab railing with an aluminum frame to arch. spec fixed to 220mm thick Corobrick Black Brick FBX brickwork laid at running bond with grey by round spigot stainless steel base plate

8400

16065 50mm Brown Roof with non-woven root barrier drainage barrier and root barrier 510 mm Concrete Roof with a torch on bituminous membrane

m

FBO

42

FBO

A10-03.1_Top of upstand 11305

8400 FBO

DN

I 8400

1000mm heigh Glass Planet TM balustrades made from laminated glass

8400

6460

D

A10-12_Basement -8 5076 400

PROPOSED NEW ROAD LEADING TO BASEMENT

44 m

11399

45 m

m

233

8400

Proposed new road leading to the new basement

A10-02_Upper GF_TOC

8400

8400

369

11050

FBO

J

580 x800mm Furmanglass single glazed glass panes

A10-03_1st Floor_TOC

FBO

580

FBO

External Fire escape steel monolithic stairway with 1000mm heigh balustraides

407

8400

500mm Perpet wall

Fall 1:80

H

799

21080

43

1233

46 m

4

45 m 44 m

m

3m

42

41

m

E

173

F

25925

580

8400

DE VELLIERS GRAAFF MOTORWAY

E

26180 A10-06_4th Floor_TOC

1135

8400

FBO

FBO

28985 A10-06.1_Top of Upstand

1519

A10-01_Lower GF 255

ERF- 321/53

C10-01_Site Plan

44

m

1

1 : 200

8400

General Notes 1.

2.

3.

P-Design Studio Physical Address: 1413 lakewood Terrace, Johannesburg 2091 TEL:0820504474 Email Adrdress:2107046@students.wits.ac.za

1 : 200

Scale Revision

4.

5.

6.

7.

8.

9.

10.

This drawing is not to be scaled, use figured dimensions only. All dimensions, heights, and angles to be checked and verified by the contractor before any work commences on site or in the contractor’s workshop and any discrepancies must be reported to the architect immediately All building work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

All structural components are to be verified and inspected by the structural engineer All workmanship and materials are to be of the best available quality.

All architectural materials and products are to be as per the architect’s specification or equal and approved alternative.

Should there be any discrepencies the architect should be notified Any errors, discrepancies, omissions or queries arising from this documentation are to be reported to the architect immediately for clarification This drawing to be read in conjuntion with all other drawings All dimension are in millimeters unless stated otherwise Repetitive mechanical and electrical hardware to be eliminated according to mechanical and electrical architects' guidelines, all dividers, floors, and soffits are to be made acceptable and arranged to get new completes according to the draftsman's timetable.

All excess openings left by the expulsion of repetitive mechanical gear are to be deterred and fixed according to the designers determination and detail All trash and tools shall be removed from premises each day and the area left clean whenever unattended

General Plumbing Notes 1.

2.

3.

4.

5.

6.

7.

All plumbing work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

The contractor is responsible for verification of all field dimensions, locations and conditions prior to the purchase of any materials and commencement of work All equipment and material provided shall fit within the space provided. All equipment, fixtures, and serviceable devices shall be installed with access and clearance for maintenance.

Coordinate with the general contractor and other trades to provide this access and clearance. Install all equipment and materials per manufacturer's instructions Coordinate all locations and sizes of structural floor and wall penetrations with the general contractor and provide code required seals atall fire rated wall, ceiling, roof and floor penetrations Install plumbing and piping high points as tight as possible to the building structure to allow proper pitch and maximize ceiling height Provide air vents at piping high points and drains at low points in mains Elevations listed for all plumbing system piping in the contract documents are to be verified prior to construction against existing conditions, utilities and new construction. All sloped plumbing systems shall have right of way over all other building system components.

Rev

Description

Date

Drawn

Checked

Project 6 2107046 370 Yale Rd. Johannesburg 2001 Date Drawn by Checked by Project number

Issue Date

1

C10-01_East Elevation 1 : 100

GRAPHIC SCALE (m)

Author Checker 6.2

0

5

10

15

20

8400

8400

8400

8400

A Truss Note 1. 100mm ⌀ 4mm thick galvanised steel tube primed and painted white welded to adjacent sections 18mm thck double glazed glass sitting on an aliminum frame

2. 88.9mm ⌀ 4mm thick galvanised steel tube primed and painted white welded to adjacent sections

3. 60 x 60mm 4mm thick galvanised steel tube primed and painted white welded to adjacent sections 4. 219mm ⌀ 4mm thick galvanised steel tube primed and painted white welded to adjacent sections

P-Design Studio Physical Address: 1413 lakewood Terrace, Johannesburg 2091 TEL:0820504474 Email Adrdress:2107046@students.wits.ac.za

880 x150 x 19mm steel wall plate Stewards and Lloyds anchor bolted to concrete bolt to concrete wall with m20 bolt

General Notes

2.

3.

4.

5.

6.

7.

8.

This drawing is not to be scaled, use figured dimensions only. All dimensions, heights, and angles to be checked and verified by the contractor before any work commences on site or in the contractor’s workshop and any discrepancies must be reported to the architect immediately All building work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

All structural components are to be verified and inspected by the structural engineer All workmanship and materials are to be of the best available quality.

All architectural materials and products are to be as per the architect’s specification or equal and approved alternative.

Should there be any discrepencies the architect should be notified Any errors, discrepancies, omissions or queries arising from this documentation are to be reported to the architect immediately for clarification This drawing to be read in conjuntion with all other drawings All dimension are in millimeters unless stated otherwise

A10-10_Top of Parapet 35955

• • • • • •

500mm thick concrete wall to eng, spec

150

1.

174

80 11

SITE BOUNDRY

6. 88.9mm ⌀ 4mm thick galvanised steel tube primed and painted white welded to adjacent sections

516 x 406mm metal copping

1790

Roof Detail Top to bottom 140mm growing substrate kraal mis, top soil & riversand mixture 2mm thick HDPE woven geotextile root barrier 20mm HDPE core geotextile cuspated sheet 375μm DPM 50mm cement screed with 75mm fillets on ends 4mm thick polyster Derbigum waterproofing membrane with 75mm side laps and 100mm end laps sealed to primed surface to falla by torchfusion

347

21 12

406 x 100mm cast insitu concrete coping with a slope 92° towards roof

406 ø 200

504

A10-09 Roof_TOC

100 x 65 x10mm steel unequal angles Stewards and Lloyds anchor bolted to concrete slab with a mortar trap and sealant and backer rod

35105

10mm weak concrete

---

B

2.

3.

850

220mm thick Corobrick Black Brick FBX brickwork laid at running bond with grey mortar with a concret coping

4.

1360 x 4500 aluminum vertical screens fixed to rectangular hallow metal sections (200 x 150 x10) 460mm spacing

580 x 799mm Furmanglass single glazed glass panes

5.

6.

100 x 65 x10mm steel unequal angles Stewards and Lloyds anchor bolted to concrete slab with a mortar trap and sealant and backer rod 5. 600 x 600 x 5mm Ceremic hardbody Ecostone Beigh Ecotec stone look with 3mm spacing min. 30mm cement screed with 75mm fillets on ends

175 x 154mm aluminum storefront sill with labyrinth and a concealed drainage channel 4. 4mm thick polyster Derbigum waterproofing membrane with 75mm side laps and 100mm end laps sealed to primed surface to fall by torchfusion

Railing 900mm high 40mm⌀ aluminum top grab railing with an aluminum frame to arch. spec fixed to 220mm thick Corobrick Black Brick FBX brickwork laid at running bond with grey by round spigot stainless steel base plate

A10-06_4th Floor_TOC 25925

1040

itch

1.

-

Semitransparent Building-Integrated Photovoltaic (BIPV) Glass Planet TM Solar reflecting glass @ a 20° pitch

C

PG Glass Double glazed storefront glass panels fixed to an aluminum frame

775

D

501 x 501mm Parallel Slat, RS PRO Silver Aluminium Louvre, Fixed to an aluminum frame

424

E

General Plumbing Notes All plumbing work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

The contractor is responsible for verification of all field dimensions, locations and conditions prior to the purchase of any materials and commencement of work All equipment and material provided shall fit within the space provided. All equipment, fixtures, and serviceable devices shall be installed with access and clearance for maintenance. Coordinate with the general contractor and other trades to provide this access and clearance. Install all equipment and materials per manufacturer's instructions Coordinate all locations and sizes of structural floor and wall penetrations with the general contractor and provide code required seals atall fire rated wall, ceiling, roof and floor penetrations Install plumbing and piping high points as tight as possible to the building structure to allow proper pitch and maximize ceiling height Provide air vents at piping high points and drains at low points in mains

weak concrete infill Brick (finishing) 280mm thick Corobrick BlackBrick FBX brickwork laid at a with 30mm air gap 30mm XPS insulation Summit running bond with grey mortar with single skin of brick work covering slab supported by a shelf angle

4860 114 x 31mm aluminum storefront jamb

4610

900mm high 40mm⌀ aluminum top grab railing with an aluminum frame to arch. spec fixed to 220mm thick Corobrick Black Brick FBX brickwork laid at running bond with grey by round spigot stainless steel base plate

Rev

Description

Date

Drawn

100 x 65 x10mm steel unequal angles Stewards and Lloyds anchor bolted to concrete slab with a mortar trap and sealant and backer rod

4 x 27mm ⌀ stainless steel Fga Trading pty ltd spider glass holder bolted to 200 x 200mm steel section

Checked

4610 x 1500 x 6mm recycled metal sheets fixed to rectangular hallow section (200 x 150 x 10mm) left exposed to elemets to allow rustic finoish

3000 x 2400mm Furmanglass doubelglazed glass panes fixed tointernal frame witg spider glass holders

4610 x 1500 x 6mm recycled metal sheets wih laser cut perforations fixed to rectangular hallow section (200 x 150 x 10mm) left exposed to elemets to allow rustic finoish 4505

Weep hole

114 x 38mm aluminum mullion

136 x 4500 aluminum vertivcal scrrensfixed to rectangulat hallow metal sections (200 x 150 x10)

A10-05_3rd Floor_TOC 21080 200 x 200mm 10mm thick hallow core steal section bolted to concrete column

CW_1 height noted on tag with a width of 1508mm Furmanglass double glassed panels fixed to a n aluminum frame

CW_1 4750 1507

4 x 27mm ⌀ stainless steel Fga Trading pty ltd spider glass holder bolted to 200 x 200mm steel section

Project 6

114 x 38mm aluminum mullion

294 293

1239

2642

1799

4905

48

260

362

201

750

155 1310

155

806

409

1099

185

341 277 1572

292

1948

172

347

295

425

2107046 2299

6493

NGL

4mm soecial polyester Durbigum waterproofing membrane applied via tourch on method

3000 x 2400mm Furmanglass doubelglazed glass panes fixed tointernal frame witg spider glass holders

370 Yale Rd. Johannesburg 2001

300 x 100 mild steel stormwater grating Mantis fixed to bearer bar and transverse bar pitch of 40mm bonded along span only bitumen dipped finish

325 x 325mm precast trench drain with a 250mm ⌀ storm FBO TO 100mm ⌀ SW down pipe to sump

175 x 154mm aluminum storefront sill with labyrinth and a concealed drainage channel

A10-01_Lower GF

450 x450 x 50mm concrete paver Pavement material group charcoal colour layed in a stack bond pattern 250mm poisned compacted fill

255

8400

8400

8400

8400

Drawn by Checked

Issue Date

1

C10-01_PS_3 Copy 1

510

Date

Author General Notes 1.

byChecker

2.

3.

Project number Revision Scale

300

1 : 25

6.2 No

1 : 100

P-Design Studio Physical Address: 1413 lakewood Terrace, Johannesburg 2091 TEL:0820504474 Email Adrdress:2107046@students.wits.ac.za

Scale Revision

1 : 25

1848

min. 30mm screed laid to a 1:80 fall with a max build up of 100mm

200 x 200mm 10mm thick steal section hallow core Stewards and Lloyds bolted to concrete column

4.

5.

6.

7.

8.

9.

10.

This drawing is not to be scaled, use figured dimensions only. All dimensions, heights, and angles to be checked and verified by the contractor before any work commences on site or in the contractor’s workshop and any discrepancies must be reported to the architect immediately All building work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

All structural components are to be verified and inspected by the structural engineer All workmanship and materials are to be of the best available quality.

All architectural materials and products are to be as per the architect’s specification or equal and approved alternative.

Should there be any discrepencies the architect should be notified Any errors, discrepancies, omissions or queries arising from this documentation are to be reported to the architect immediately for clarification This drawing to be read in conjuntion with all other drawings All dimension are in millimeters unless stated otherwise Repetitive mechanical and electrical hardware to be eliminated according to mechanical and electrical architects' guidelines, all dividers, floors, and soffits are to be made acceptable and arranged to get new completes according to the draftsman's timetable.

All excess openings left by the expulsion of repetitive mechanical gear are to be deterred and fixed according to the designers determination and detail All trash and tools shall be removed from premises each day and the area left clean whenever unattended

General Plumbing Notes 1.

2.

3.

4.

5.

6.

7.

All plumbing work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

The contractor is responsible for verification of all field dimensions, locations and conditions prior to the purchase of any materials and commencement of work All equipment and material provided shall fit within the space provided. All equipment, fixtures, and serviceable devices shall be installed with access and clearance for maintenance.

Coordinate with the general contractor and other trades to provide this access and clearance. Install all equipment and materials per manufacturer's instructions Coordinate all locations and sizes of structural floor and wall penetrations with the general contractor and provide code required seals atall fire rated wall, ceiling, roof and floor penetrations Install plumbing and piping high points as tight as possible to the building structure to allow proper pitch and maximize ceiling height Provide air vents at piping high points and drains at low points in mains Elevations listed for all plumbing system piping in the contract documents are to be verified prior to construction against existing conditions, utilities and new construction. All sloped plumbing systems shall have right of way over all other building system components.

Rev

Description

Date

Drawn

Checked

17 Project 6 2107046

370 Yale Rd. Johannesburg 200

Date

Drawn by

Checked by

Project number

Issue Date Author

Checker

6.2

8400

Giant externall staircase Tread: 900mm Riser: 400mm Landing:1800mm

Stairs tread:600mm Riser; 200mm

Fire escape staircase

l fixed 600mm high urina to the wall

UP

1

Internet Cafe Floor Finish:Ceremic Tiles Area:66 m²

Data Duct

Electical duct

Fire Duct

Low

HVAC Duct

Proplair 400m m high 1.5l flush WC

4

5

6

Curtain wall

ding desk 1200mm high Stan every 2000mm with steel supports bolted to the floor on the top surface 40mm Plywood

to Eng. Spec concrete lift shaft

9

10

11

12

13

14

15

16

17

18

21 20

32

36

5

3

18273

45

11 60

25100

1800 x2100 strorage shelfs

35 34

8400

8400

A

Reception & Entrance foyer Floor Finish:Porcelain Tiles Area:494 m²

Auditorium Loby Floor Finish:Porcelain Tiles Area:Not Enclosed

3314

Rev

Description

6

4

Exhibition Space

8400

Drawn

Checked

UP

2

1

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

Floor Finish:Porcelain Ties Area:889 m² lower ground +1350mm above floor FFL

7010

lower ground +4026mm above floor FFL

Date

+6456mm above lower ground floor FFL

Floor Finish:Porcelain Tiles Area:403 m²

Multiperpose Gathering

rmance stage with tm i-permanent perfo Stage plus Sem oor and plywood subfl g floor alminum support ity fiberboard sprun and medium dens

1810

19

33

lift OTISTM Stretcher 1350 mm car size: 2200 x 1480 mm well size: 2318 x interior finish grab rail mm ⌀ aluminum 800mm heigh 32 floor ering Rubber textured ance with brail numb Console: Voice assit

8

32 5

7

ibility zone Designed access wheelchairs for persons using

3

31 30

ding desk 1200mm high Stan every 2000mm with steel supports bolted to the floor on the top surface 40mm Plywood

4395mm mirror fixed onto the wall

ic x 472mm cerem 800m m High 472 the wall WHB Bolted onto

2

General Plumbing Notes

21

20

27

26

25

24

23

22

33

32

31

30

29

28

39

38

37

36

35

34

UP 43

42

41

40

49

48

47

46

45

44

Curtain wall

55

54

53

52

51

50

61

60

59

58

57

56

62

A

8400

2364

Project 6

of site

Concrete benches m with a height of 600m e stepping with slop

Monolithic straircase Treas:28mm RIser: 176mm

Multiporpose lobby

of site

Concrete benches m with a height of 600m e stepping with slop

R piazz Corobrick Onyx 220 x 52 x 50 mm

a Paver

Concrete benches with a height of 600mm stepping with slope of site

772

Issue Date Author

6.2

Checker

Project number

Checked by

Drawn by

Date

Floor Finish:Porcelain Tiles Area:78 m²

DN

370 Yale Rd. Johannesburg 2001

2107046

ROAD

RE

Ladies Floor Finish:Cermic Tiles Area:47 m²

32 ⌀ grab rail 680mm high fixed onto the wall ø 1600

1

1.

2.

3.

4.

6.

5.

7.

All plumbing work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

The contractor is responsible for verification of all field dimensions, locations and conditions prior to the purchase of any materials and commencement of work All equipment and material provided shall fit within the space provided. All equipment, fixtures, and serviceable devices shall be installed with access and clearance for maintenance.

Coordinate with the general contractor and other trades to provide this access and clearance. Install all equipment and materials per manufacturer's instructions Coordinate all locations and sizes of structural floor and wall penetrations with the general contractor and provide code required seals atall fire rated wall, ceiling, roof and floor penetrations Install plumbing and piping high points as tight as possible to the building structure to allow proper pitch and maximize ceiling height Provide air vents at piping high points and drains at low points in mains Elevations listed for all plumbing system piping in the contract documents are to be verified prior to construction against existing conditions, utilities and new construction. All sloped plumbing systems shall have right of way over all other building system components.

YALE

ø 1600

soil 32 mm ⌀ PVC waste pipes 1/30

Auditorium Floor Finish:Cut Pile Carpet Area:500 m²

Concrete Stairs with a carpet finish Tread: 450mm Riser: 180mm

General Notes

807

45

600

13

14

17

18

30

31

32

110mm ⌀ PVC pipes 1/50 fall

3 2 1

1.

2.

4.

3.

5.

6.

This drawing is not to be scaled, use figured dimensions only. All dimensions, heights, and angles to be checked and verified by the contractor before any work commences on site or in the contractor’s workshop and any discrepancies must be reported to the architect immediately All building work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

All structural components are to be verified and inspected by the structural engineer All workmanship and materials are to be of the best available quality.

All architectural materials and products are to be as per the architect’s specification or equal and approved alternative.

Should there be any discrepencies the architect should be notified Any errors, discrepancies, omissions or queries arising from this documentation are to be reported to the architect immediately for clarification This drawing to be read in conjuntion with all other drawings All dimension are in millimeters unless stated otherwise Repetitive mechanical and electrical hardware to be eliminated according to mechanical and electrical architects' guidelines, all dividers, floors, and soffits are to be made acceptable and arranged to get new completes according to the draftsman's timetable.

All excess openings left by the expulsion of repetitive mechanical gear are to be deterred and fixed according to the designers determination and detail All trash and tools shall be removed from premises each day and the area left clean whenever unattended

Floor Finish:Ceremic Tiles Area:38 m²

Gents

DUCT WET SERVICE

900 900 900

4395mm mirror fixed onto the wall

32 ⌀ grab rail 680mm high fixed onto the wall

cha Wing auditorium h with a canvas finis r bolted to the floo

ir

Auditorium 321 seater + 12 Wheelchair row width: 900mm landing with: 1800mm acceasible spaces

perforated beach poplar plywood 120mm thick o facing bolted ont 325mm thick concrete wall

8400

1 : 100

C10-01.1_Upper GF

1 : 100

8400

B

C

D

E

J

1

P-Design Studio Physical Address: 1413 lakewood Terrace, Johannesburg 2091 TEL:0820504474 Email Adrdress:2107046 @students.wits.ac.za

7.

8.

9.

10.

0° 45.0

F

G

H

I

Scale Revision

0° 138.2

1800 900

8400 8400 8400 8400

J

I

8400

8400

Roof Detail Top to bottom 140mm growing substrate kraal mis, top soil & riversand mixture 2mm thick HDPE woven geotextile root barrier 20mm HDPE core geotextile cuspated sheet 375μm DPM 50mm cement screed with 75mm fillets on ends 4mm thick polyster Derbigum waterproofing membrane with 75mm side laps and 100mm end laps sealed to primed surface to falla by torchfusion

• • • • • •

H

8400

G

8400

F

8400

E

8400

D

P-Design Studio Physical Address: 1413 lakewood Terrace, Johannesburg 2091 TEL:0820504474 Email Adrdress:2107046@students.wits.ac.za

8400

•

50% expanded clay, shale, or perlite; 30% decomposed granite; and 20% rice husks or another fine, slowly-degradable organic matter.

• • •

150

•

Brick (finishing) 280mm thick Corobrick BlackBrick FBX brickwork laid at a with 30mm air gap 30mm XPS insulation Summit running bond with grey mortar with single skin of brick work covering slab supported by a shelf angle

35105

8400

B

•

324 x 113mm cast-insitu concrete bonded below to 10mm mortar

A10-09 Roof_TOC

8400

C

Roof Detail Top to bottom 140mm growing substrate kraal mis, top soil & riversand mixture 2mm thick HDPE woven geotextile root barrier 20mm HDPE core geotextile cuspated sheet 375μm DPM 50mm cement screed with 75mm fillets on ends 4mm thick polyster Derbigum waterproofing membrane with 75mm side laps and 100mm end laps sealed to primed surface to falla by torchfusion

General Notes 1.

2.

3.

4.

5.

6.

7.

8.

100 x 65 x 10mm steel unequal angle Stewards and LLoyds anchor bolted to concrete slabwith a mortar trap and sealant backer rod

Open Plan Offices Floor Finish:Porcelain Tiles Area:345 m²

A10-08_6th Floor_TOC

1.

32045

Window 2400 x 1200mm aluminum framed window Kenzo PTT218 Top hung with 8mm thick glass

A10-07_5th Floor_TOC

Open Plan Offices Floor Finish:Porcelain Tiles Area:344 m²

2.

28985 106 x 73mm and 150 x73mm pre-stressed concrete lintles

Balcony -600 x 600 x 5mm Ceremic hardbody Ecostone Beigh Ecotec stone look with 3mm spacing -10mm champion tile adhesive -4mm thick polyster Derbigum waterproofing membrane with 75mm side laps and 100mm end laps sealed to primed surface to falla by torchfusion -50mm cement screed with 75mm fillets on ends

Open Plan Offices Floor Finish:Porcelain Tiles Area:344 m²

A10-06_4th Floor_TOC

100 x 65 x10mm steel unequal angles Stewards and Lloyds anchor bolted to concrete slab with a mortar trap and sealant and backer rod

25925

Storfront (Inspo ThermEco Sash Windows) 42mm deep mullions 1500 x1500 top hung middle section 1400 x1400mm 10mm thick low-e glazing panels

4.

4 x 27mm ⌀ stainless steel Fga Trading pty ltd spider glass holder bolted to 200 x 200mm steel section

21080

A10-04_2nd Floor_TOC

3.

200 x 200mm 10mm thick steal section hallow core Stewards and Lloyds bolted to concrete column

Library Floor Finish:Porcelain Tiles Area:99 m²

A10-05_3rd Floor_TOC

5.

Railing 900mm high 40mm⌀ aluminum top grab railing with an aluminum frame to arch. spec fixed to 220mm thick Corobrick Black Brick FBX brickwork laid at running bond with grey by round spigot stainless steel base plate

Consultation Room

This drawing is not to be scaled, use figured dimensions only. All dimensions, heights, and angles to be checked and verified by the contractor before any work commences on site or in the contractor’s workshop and any discrepancies must be reported to the architect immediately All building work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

All structural components are to be verified and inspected by the structural engineer All workmanship and materials are to be of the best available quality.

All architectural materials and products are to be as per the architect’s specification or equal and approved alternative.

Should there be any discrepencies the architect should be notified Any errors, discrepancies, omissions or queries arising from this documentation are to be reported to the architect immediately for clarification This drawing to be read in conjuntion with all other drawings All dimension are in millimeters unless stated otherwise

Consultation room Passage

Floor Finish:Porcelain Tiles Floor Finish:Porcelain tiles Area:26 m² Area:58 m²

Wellness CentreWaiting Area

6.

Floor Finish:Porcelain Tiles Area:349 m²

General Plumbing Notes All plumbing work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

The contractor is responsible for verification of all field dimensions, locations and conditions prior to the purchase of any materials and commencement of work All equipment and material provided shall fit within the space provided. All equipment, fixtures, and serviceable devices shall be installed with access and clearance for maintenance. Coordinate with the general contractor and other trades to provide this access and clearance. Install all equipment and materials per manufacturer's instructions Coordinate all locations and sizes of structural floor and wall penetrations with the general contractor and provide code required seals atall fire rated wall, ceiling, roof and floor penetrations Install plumbing and piping high points as tight as possible to the building structure to allow proper pitch and maximize ceiling height Provide air vents at piping high points and drains at low points in mains

16065 Storfront (Inspo ThermEco Sash Windows) 42mm deep mullions 1500 x1500 top hung middle section 1400 x1400mm 10mm thick low-e glazing panels

3000 x 2400mm Furmanglass doubelglazed glass panes fixed to internal frame witg spider glass holders

Private Study Floor Finish:Porcelain Tiles Area:22 m²

A10-03_1st Floor_TOC

Rev

Description

Date

Drawn

Checked

Flooring (top to bottom) -450 x450 x 50mm concrete paver -4mm thick polyster Derbigum waterproofing membrane Min 30mm screed to fall

11050

Storfront (Inspo ThermEco Sash Windows) 42mm deep mullions 1500 x1500 top hung middle section 1400 x1400mm 10mm thick low-e glazing panels

Multiperpose Gathering Floor Finish:Porcelain Tiles Area:403 m²

A10-02_Upper GF_TOC

-FBO ACO Spin flat roof drain DN 70 made of cast iron for gravity drainage 290mm ⌀ drain cast iron top cercullar top section

Multiporpose lobby Exhibition Space

Floor Finish:Porcelain Tiles Area:78 m²

Floor Finish:Porcelain Ties Area:889 m²

-325 x 325 precast concrete ReMaCon channel fixed to concrete slab to a 50mm ⌀ PVC pipe

6460 300 x 1000mm Mentis Trench Cover with a bar size of 50 x 4.5mm

700 x 2400mm aluminum ventilation grill RS PRO

450 x450 x 50mm concrete paver Pavement material group charcoal colour layed in a stack bond pattern 250mm thick sand blinding layer

A10-01_Lower GF 255

Project 6

A10-10_Basement -1 -3158

A10-11_Basement -2 -6158 260 x 195 x 540mm sump pump The hurrican Wsd18-12.1.3cd 220v 1.3kw

40mm gravel

A10-12_Basement -3

4mm thick polyster Derbigum waterproofing membrane lining the concrete sump

100mm ⌀ geopipe perfforated PVC harringbone pattern @ 1:100 fall

-9158

2000 x1000 x1500 mild steel bitumen dipped Mentis sump pump mount

2107046 370 Yale Rd. Johannesburg 2001

Date Drawn by 200 x 300mm pile cap with a 4 x 100mm to beadrock/stable soil to eng spec

1

C10-01_Section1 1 : 100

Basement Floor Top to bottom 510mm thick floor slab 2.5mm thick polyethlene sheet Flowcem DPM Flowcrete SA (Pty) Ltd with a matt finish 375mm sand blinding layor 40mm gravel Graded + poisoned compacted fill in layers of a max. of 150mm

Issue Date Author

Checked byChecker Project number

6.2

Revision Scale

No 1 : 100

1 1

85

915 x 2134mm Marine Ply with 850 x 850mm Trox AGS-T door grill with a Handles Inc. door handles screwed in place @ 700mm above FFL

D

330

940 x1508 x 2000 with 16mm Particleboard faced with fomica T1 Toilet Partitions fixed on 22 x 22mm lipped aluminum frame with fixed to the floor and wall to Manfacteres Spec.

Setting out Point

°

CWS 32mm ⌀ Brassman copper pipe connected with a 35mm ⌀ Brassman connecting elbow & 35mm ⌀ Brassman compresion equal Tee

95 x 90 x 90 x 700mm 32mm ⌀ stainless steel Intal grabrail fixed to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug @ 680mm above FFL

2

°

4.

5.

876

360

295

200 x 140 x 132mm stainless steel Franke soap dispenser, chrome finish fixed 1120mm above FFL to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug

2440

6.

.0 0°

231

.0 0

3.

General Plumbing Notes All plumbing work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

The contractor is responsible for verification of all field dimensions, locations and conditions prior to the purchase of any materials and commencement of work All equipment and material provided shall fit within the space provided. All equipment, fixtures, and serviceable devices shall be installed with access and clearance for maintenance. Coordinate with the general contractor and other trades to provide this access and clearance. Install all equipment and materials per manufacturer's instructions Coordinate all locations and sizes of structural floor and wall penetrations with the general contractor and provide code required seals atall fire rated wall, ceiling, roof and floor penetrations Install plumbing and piping high points as tight as possible to the building structure to allow proper pitch and maximize ceiling height Provide air vents at piping high points and drains at low points in mains

220mm thick Corobrick Black Brick FBX brickwork laid at running bond with 10mm grey mortar

Rev

Description

Date

Drawn

Checked

280 x 207 x247mm stainless steel sensor Franke sensor operated handryer with a satin finish mounted to the wall with a spidle system @ a height of 940mm above FFL

Waste Pipe 50mm ⌀ Marley PVC pipes with 50⌀ plain junction and 90° 50⌀ S/V bend with a 50⌀mm vent pipe along run

Setting out Point

86

2.

2284

355 x168 x460mm stainless steel Franke waste with a satin finish fixed 500mm above FFL to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug

Soil Pipes 110 ⌀ Marley PVC pipes with 110 x 50x 190 S/V junction 90° 110⌀ S/V bend with a 150⌀ vent pipe along run

E

1986 586

.0 0

730

ø 1400 86

95 x 90 x 90 x 700mm 32mm ⌀ stainless steel Intal grabrail fixed to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug @ 680mm above FFL

F

ø 1280

1.

.0 0°

° 1720

7.

8.

92

63

288

218

296 .9 8

764

618

920

1

TILES 600 x 600 x 5mm Ceremic hardbody Ecostone Beigh Ecotec stone look with 3mm spacing

288 945

925 978 925 940 925

1004 141 400

283

559

355

995

83

6.

This drawing is not to be scaled, use figured dimensions only. All dimensions, heights, and angles to be checked and verified by the contractor before any work commences on site or in the contractor’s workshop and any discrepancies must be reported to the architect immediately All building work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

All structural components are to be verified and inspected by the structural engineer All workmanship and materials are to be of the best available quality.

All architectural materials and products are to be as per the architect’s specification or equal and approved alternative.

Should there be any discrepencies the architect should be notified Any errors, discrepancies, omissions or queries arising from this documentation are to be reported to the architect immediately for clarification This drawing to be read in conjuntion with all other drawings All dimension are in millimeters unless stated otherwise

94

320x320x320mm 32mm⌀ stainless steel Intal grabrail fixed to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug @ 680mm above FFL

455

0

94 .0 0°

1 : 50

985

206.4 x 61.9mm stainless steel Kohler push button tap fixed to vanity with a mounting plate @ 771mm above FFL with 786mm center to center spacing

925 940

1004

837

C11_01_Ceiling

2183

915

3

355 x168 x460mm stainless steel Franke waste with a satin finish fixed 500mm above FFL to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug

824

314

280 x 207 x247mm stainless steel sensor Franke sensor operated handryer with a satin finish mounted to the wall with a spidle system @ a height of 1120mm above FFL

F

5130 x 876 quartz vanity Ceasarstone Vanilla Noir Polished fixed to a 38 x 38mm hallow tube metal frame [See Vanity Detail for more]

786

370x370x120 ceramic round Counter basin Studio white with glossy finish mounted to the wall " Under side of vanity 680mm above FFL (male & female disable acces toilet)

841

280 x 207 x247mm stainless steel sensor Franke sensor operated handryer with a satin finish mounted to the wall with a spidle system @ a height of 1120mm above FFL

925 925

1004 1004 1004

5130

837

150 x 150mm cast aluminum SG wall light with a 22w SMD LED 400K 500lm

355 x168 x460mm stainless steel Franke waste with a satin finish fixed 500mm above FFL to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug

940 925 925

940 837

330 x450 x350 mm ceremic Alson Urinal mounted on wall with a concelaed bracket , under side of UR. 300mm above FFL repeated for all instalations at 1004mm centre to centre

5.

940 925

940 947 947 940

1864

478

E

1686 837

1790

1508

206.4 x 61.9mm stainless steel Kohler push button tap fixed to vanity with a mounting plate @ 771mm above FFL with 786mm center to center spacing

1686 837

1454 500

200 x 140 x 132mm stainless steel Franke soap dispenser, chrome finish fixed 1120mm above FFL to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug

305

305 766

294 x149 24v DC Propelair Battery box charged by 230v smart charger

786

2700 889

2.

4.

224

1631

500

5130 x 876 quartz vanity Ceasarstone Vanilla Noir Polished fixed to a 35 x 35mm hallow tube metal frame [See Vanity Detail for more]

915

5130

305 654

1729

786

HD

177 762 91

895

786

HD

2400 x 55 x 85 Metal and Polycarbonate Lynx Bar light hang from ceiling with cords 3000mm above FFLwith 72 watte LED 4000k cool white light 560lm with 120° beam angle and motion sensor

152mm ⌀ aluminum Premitorfue flexible duct connects to a 296 x 296 aluminum MMotors extractor fan

915

1531

85

2400

304 1575 305

769

229

3524

3.

280 x 207 x247mm stainless steel sensor Franke sensor operated handryer with a satin finish mounted to the wall with a spidle system @ a height of 1120mm above FFL

1613 1613

305

1880 2400

305

9527

762

1.

786

1508

118

2800

915 x 2134mm Marine Ply with 850 x 850mm Trox AGS-T door grill with a Handles Inc. door handles screwed in place @ 700mm above FFL

0

28 85

915

640 x 396 mm Ceremic Propelair WC Fixed to the floor

947

945

E

228

2596

2400

General Notes 355 x168 x460mm stainless steel Franke waste with a satin finish fixed 500mm above FFL to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug

940

1581 297

2400

288

HD

HD

P-Design Studio Physical Address: 1413 lakewood Terrace, Johannesburg 2091 TEL:0820504474 Email Adrdress:2107046@students.wits.ac.za

173 X 390mm Propelair plastic cistern mounted to the wall (Connected to battery pack see elctrical layout)

2592

HD

280 x 207 x247mm stainless steel sensor Franke sensor operated handryer with a satin finish mounted to the wall with aspidle system @ a height of 1120mm above FFL connected to a switch 2000mm above FFL

1878

966

35 x 86 mm Plastic Veti light swich fixed to wall 1200mm above FFL

156 x 203 x 141mm Stainless steel Franke toilet roll holder double roll holder with aI InoxPlus surface refinement fixed with a spidle system @ 680mm above FFL (used in all cubicals)

1918

1795

940

270 31385

703

622

30568 111

917

1422

2

320x320x320mm 32mm⌀ stainless steel Intal grabrail fixed to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug @ 680mm above FFL 156 x 203 x 141mm Stainless steel Franke toilet roll holder double roll holder with aI InoxPlus surface refinement fixed with a spidle system @ 680mm above FFL (used in all cubicals)

C11_01_Plumbing & Water 1 : 50

G

Project 6 2107046 370 Yale Rd. Johannesburg 2001

Date Drawn by

Issue Date Author

Checked byChecker

F

Project number 1

C11_01_Detail Tiles 1 : 50

Revision Scale

6.2 No 1 : 50

43

38

740

2100 x 800mm mirror Birch Popsicle fixed with 30mm metal Eureka screws 2H45 with chrome caps

30

200 x 140 x 132mm stainless steel Franke soap dispenser, chrome finish fixed 1120mm above FFL to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug

148

786

30mm metal Eureka screws 2H45 with chrome caps

1114

200 x 140 x 132mm stainless steel Franke soap dispenser, chrome finish fixed 1120mm above FFL to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug

P-Design Studio Physical Address: 1413 lakewood Terrace, Johannesburg 2091 TEL:0820504474 Email Adrdress:2107046@students.wits.ac.za General Notes 1.

38

337

200 x 140 x 132mm stainless steel 800 Franke soap dispenser, chrome finish fixed 1120mm above FFL to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug

40mm ⌀ PVC Plumline shank loacted under each tap

800

This drawing is not to be scaled, use figured dimensions only. All dimensions, heights, and angles to be checked and verified by the contractor before any work commences on site or in the contractor’s workshop and any discrepancies must be reported to the architect immediately All building work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

All structural components are to be verified and inspected by the structural engineer All workmanship and materials are to be of the best available quality.

All architectural materials and products are to be as per the architect’s specification or equal and approved alternative.

Should there be any discrepencies the architect should be notified Any errors, discrepancies, omissions or queries arising from this documentation are to be reported to the architect immediately for clarification This drawing to be read in conjuntion with all other drawings All dimension are in millimeters unless stated otherwise Repetitive mechanical and electrical hardware to be eliminated according to mechanical and electrical architects' guidelines, all dividers, floors, and soffits are to be made acceptable and arranged to get new completes according to the draftsman's timetable.

All excess openings left by the expulsion of repetitive mechanical gear are to be deterred and fixed according to the designers determination and detail

800 2.

3.

43

240

942

206.4 x 61.9mm stainless steel Kohler push button tap fixed to vanity with a mounting plate @ 771mm above FFL with 786mm center to center spacing

1200

20

30

4.

5.

1531 6.

7.

8.

9.

786

General Plumbing Notes

743

763

786

748

763

1000

786

1531

786

1.

219

38

38 x38mm Mild steel hallow tube frame

2.

148

CWS 32mm ⌀ Brassman copper pipe connected with a 35mm ⌀ Brassman connecting elbow & 35mm ⌀ Brassman compresion equal Tee along run

786 1000

378

5130

3.

Waste Pipe 50mm ⌀ Marley PVC pipes with 50⌀ plain junction and 90° 50⌀ S/V bend with a 50⌀mm vent pipe along run

32 x 32mm 40 x 40mm 40mm ⌀ PVC brass Plumline universal Plumline shank bottle trap chrome finish

C10_05_Vanity Elevation

4.

5.

6.

5130 x 876 quartz vanity Ceasarstone Vanilla Noir in 8 sections pieced togther with epxoy glue 1.

5170 x 300mm 2.

5130 x 511mm 3.

5130 x 449mm 4.

5170 x 60mm 5.

5170 x 437mm 6.

0617 x 547mm (x2) 7.

0715 x 330mm

1 : 10

38

1631

786

200 x 140 x 132mm stainless steel Franke soap dispenser, chrome finish fixed 1120mm above FFL to wall with M6 x 50 A2 S/S coach screw with a 9mm sway wall plug

Rev

Description

Date

Drawn

Checked

note: Section 1-5 comprised of two pieces bonded Section: 1,4.5 (2585 x 2585mm) Section: 2,3 (2565 x 2565mm)

1000

258

220mm thick Corobrick Black Brick FBX brickwork laid at running bond with 10mm grey mortar 880

148

206.4 x 61.9mm stainless steel Kohler push button tap fixed to vanity with a mounting plate @ 771mm above FFL with 786mm center to center spacing

330

91

19

1

Project 6 2107046

4 449 160.00 °

5 437

511

319

38

60 278

786

547

CWS 32mm ⌀ Brassman copper pipe connected with a 35mm ⌀ Brassman connecting elbow & 35mm ⌀ Brassman compresion equal Tee along run

2 74

Date

ø 50

250x150mm Metal Heavy Duty Stayed Bracket with Zinc plated & clear passivated steel hex Bolt, M8 x 20mm

195

110

632

951

3

35

910

5170

2

20

38

6

7

28

38 x 38mm mild steel tube with 2mm wall 600 x 600 x 5mm Ceremic hardbody Ecostone Beigh Ecotec stone look with 3mm spacing

20 73

413 876

329

1

C10_05_Vanity Plan 1 : 10

3

C10_05_Vanity Section 1 : 10

32 x 32mm 40 x 40mm brass Plumline universal bottle trap chrome finish 40mm ⌀ PVC Plumline shank

100 x 74 x 20 x 2mm mild steel lip channel

370 Yale Rd. Johannesburg 2001

Drawn by step 1 GF

60

All plumbing work to be carried out in accordance with the NBR, SANS, OHS, regulations and standards, and local authority by laws.

The contractor is responsible for verification of all field dimensions, locations and conditions prior to the purchase of any materials and commencement of work All equipment and material provided shall fit within the space provided. All equipment, fixtures, and serviceable devices shall be installed with access and clearance for maintenance.

Coordinate with the general contractor and other trades to provide this access and clearance. Install all equipment and materials per manufacturer's instructions Coordinate all locations and sizes of structural floor and wall penetrations with the general contractor and provide code required seals atall fire rated wall, ceiling, roof and floor penetrations Install plumbing and piping high points as tight as possible to the building structure to allow proper pitch and maximize ceiling height Provide air vents at piping high points and drains at low points in mains

Waste Pipe 50mm ⌀ Marley PVC pipes with 50⌀ plain junction and 90° 50⌀ S/V bend with a 50⌀mm vent pipe along run

1275

Checked by

Issue Date Author Checker

Project number

6.2

Revision

No

Scale

1 : 10

The Ethiopian Embassy The project brief was to design an embassy which is normally an introverted building typology. The object was to include a range of outdoor and indoor events’ spaces for diplomatic functions such as hosting national days, community outreach and networking, as well as for the purpose of educating people in Tshwane about the country’s traditions, culture and customs through film screenings, music and fashion, literary gatherings, and exhibitions.

My design aims to pay respect to Ethiopian culture vtt having interactive façades with many public spaces located in and around the building but it still maintains the high level of security needed in an embassy

22

C O N C E P T S

The Green Innovation Hub This project waszzz to design a small Green Innovation Hub, a co-working facility which shares some overhead costs between multiple start-up or small greentech companies which rent the available office space and, in doing so, gain access to a workshop where technical prototyping can be done. Subscriptions for access to the workshop can also be sold, allowing anyone who passes a basic workshop safety course access to it, thereby reducing the start-up cost of personally buying equipment.

The Green Innovation Hub also envisions being a place where public demonstrations, presentations and other public events can occasionally be held as a way of raising awareness.

Given that the overarching goal is one that promotes a more sustainable economy, it is important to keep a few things in mind. First, in the building industry, being climate-sensitive (and energy efficient) is one of the simples

30

C O N C E P T S

NOTES FIRST FLOOR CANTELIVERS 3m OVER THE GROUND FLOOR ON THE NORTH & 2m N THE WEST

NOTES ALL PARAPET WALLS EXPOSED COPING TO BE LAID TO FALL AND SEALED WITH A WATERPROOFING PAINT BEFORW PAINT IS APPLIED

KERK STREET

F.A.R calculations= Total area of land covered by building Site area 508.75m2 + 416.7m2 + 96.4m2 1053m2 = 0.9 < 2.0 FAR compliant

20691

water supply

1.8m HIGH 230mm BRICK BOUNDARY WALL WITH CONCRETE COPING

Landscaping-Fencing- KOPAL-KOP020008

D

Coverage calculation = 1 Total area of45land covered by building 9m Site area 2 600.65m 1053m2 =57% < 60% [Sutherland} therefore is compliant

100 ⌀ DRIANAGE SPOUTS

WATER METER

VEHICULAR EXIT/ PEDESTRIAN ACCESS

FM

PARKING BAY CW

RM STO

L ANNE ER CH W AT

OR ST

PARKING BAY

5m STREET FRONTAGE BUILDING LINE

CW

ER AT MW

A CH

BUILDER TO CORDATE ALL DIMENSIONS/LEVELS/BLD.LIN ES /BLD RESTRICTION LINES FINISHES & SPECS. TO BE CHECKED AND COORDINATED BY THE BUILDER BEFORE ORDERING OR PUTTING ANY WORJK TO HAND ALL SERVICES TO BE COORDINATED BY THE BUILDER BEFORE COMMENCING WORK ENGINEER TO CO-ORDINATE ALL GROUND BEAM LEAVELS , STEP & FLOOR LEVELS NEFORE ANY WORK IS COMMENCED WITH

•

FM

EL NN

•

PARKING BAY

FM

2600

2602

4800

•

A 100 ⌀ DRIANAGE SPOUTS

PARKING BAY FOR DISABLED PERSONS 3643

2649

CW

GENERAL NOTES

• U/S OF SLAB 6120

FM

CW

3m CANTILEVER OF FIRST FLOOR ABOOVE THE GROUND FLOOR

PRESSURE CONTROLE VALVE

RE

DRAINAGE NOTES

OF

FA LL

1:8

0

1.8m HIGH BOUNDARY WALL

FM

14 60 m

sewer MH Invert level 1459.5m

• •

DIR EC TIO

N

FM

PERMEABLE CONCRETE BLOCK PAVERS

I.E TO ALL BENDS AND JUNCTIONS INDRAIN WITH MARKED COVERES ABOVE GROUND W.P.'s TO BE FULLY ACCESSIBLE ALONG ENTIRE LEGTH WHERE W.P's PASS IN OR BELOW FLOOR SLAB THEY ARE TO BE SLEEVED WITH CE's AT BOTH ENDS IN EASILY ACCESSIBLE POSITIONS 38 ⌀ WASTE PIPE

•

FLAT CONCRETE ROOF WITH SILVER BITUMINOUS COATING

MW OR

ER

12286

29792

100 ⌀ FBO DOWNPIPE

ST

AT

SCREED TO FALL

AN CH

L NE

1.5m STREET FRONTAGE BUILDING LINE FIRE HYDRANT

EC IR D

100 ⌀ FBO DOWNPIPE 1000mm High Steal Balustrade with glass panels and 50mm ⌀ Handrail

D

PROPOSED BUILDING ON ERF 327

FM

IR

EC O TI N O F FA LL

PERMEABLE CONCRETE BLOCK PAVERS

1: 80

100⌀ RWDP 100⌀ RWDP

8231

FM

FM

FM

3787

FM

100⌀ RWDP

5211

EL

U/S OF SLAB 6120 CH

AN

N

2m CANTILEVER OF FIRST FLOOR ABOOVE THE GROUND FLOOR

ST O

R

M

W

AT

ER

100 ⌀ FBO DOWNPIPE

1000mm High Steal Balustrade with glass panels and 50mm ⌀ Handrail

REFUSE AREA [PIKITUP COLLECTION]

C

1

12

1 : 100

FIRE HYDRANT FM

FM

FM

27.80m SITE BOUNDARY

0

C10-04_Site Plan Copy 1

DELEVERY VEHICLE ACCESS

1.5m HIGH 300mm RETAINING WALL WITH CONCRETE COPING

Landscaping-Fencing- KOPAL-KOP020008

100 ⌀ DRIANAGE SPOUTS

•

Location: South Africa, Northern Cape Sutherland Latitude/longitude: 32°23'45.3"S, 20°39'43.7"E; Altitude: 1,461m JUBILEE STREET

FM

100 ⌀ DRIANAGE SPOUTS

• •

29792

TI O

N

O

F

FA L

L

FLAT CONCRETE ROOF WITH SILVER BITMINOUS COATING

39.36m SITE BOUNDARY

1: 80

FM

Green INNOVATION HUB

146 1m

ERF 327 (ADJACENT BUILDING)

FM

Unnamed Date

VEHICULAR ENTRANCE

B

3628 20272

12/08/2020 Author

Drawn by

Checker

Checked by

A10

278

7889

2.2

Project number

FM

8755

14 62 m

Scale

1 : 100

1 2020/11/06 08:50:48

NOTES 250mm CONRETE ROOF TO ENG. DETAILS & SPEC GRADED TO FALL TO FULLBORE OUTLETS AT MIN. FALL 1:80 WATERPROOFING TO SPECIALIST DETAIL

4

MUNCIPAL WATER SUPPLY

4

3

2

3

2

1

18359 CW

3571

3975

20666

6102

2268

2444

2268

2444

801

3571

113

2800

1063 971

5000

131

municipal meter

50mm ⌀ INW ALL PVC STORMW ATER SPOUT

1435

2565

5405

427 374

4000

2405

225

427

11

6

4071

CW

7 17 m² D10-01_Ground Floor Plan Ceremic tiles

360

CW

360

10

IE

50mm ⌀ INWALL STORMWATER SPOUT

10 110 ⌀ SOIL PIPE AT 1:60 FALL

10

CW

IE

10

medium offices

24

13

52 m² D10-02_First Floor Plan Ceremic Tiles

42 m² D10-02_First Floor Plan Ceremic Tiles

4278

A

10

Room

B

225

1 103 m² D10-01_Ground Floor Plan Polished screed

360 360

D tes

-

gra nd m la ne 8 m an x 1 3 ch ge 138 ina er dra olym r p te wa ed rm bilis Sto sta UV

Group discussion area

---

5

Double volume height void above

77 m² D10-01_Ground Floor Plan Ceremic Tiles

33

E 35

1513

6 7

D

45 m² D10-02_First Floor Plan Ceremic tiles

100mm ⌀ downpipe

21

2046 1800

50.

00°

E

small office 11

F

52 m² D10-02_First Floor Plan Ceremic Tiles

14 61 m

37

large offices

17

13

Screed to fall 1:80

G

4

9 R @ 180 9 Non-Monolithic Landing

11 m² D10-01_Ground Floor Plan Polished Screed

8 R @ 180

3

17 m² D10-01_Ground Floor Plan

tes gra nd m la ne 8 m an 13 ch 8 x ge r 13 a e in dra ly m ter po wa ed rm bilis Sto s ta UV

22

100 ⌀ FBO DOWNPIPE

Balcony 18m 2 150mm Below First Floor Cermic Tiles

9

Fire escape Stairs

UP 1

1000mm High Steal Balustrade with glass panels and 50mm ⌀ Handrail

Location: South Africa, Northern Cape Sutherland Latitude/longitude: 32°23'45.3"S, 20°39'43.7"E; Altitude: 1,461m

G Fire escape stairs

2 3 4 5 6 7 8 9

20 17 m² D10-02_First Floor Plan

17 16 15 14 13 12 11 10

H

100 ⌀ FBO DOWNPIPE

31

1000mm High Steal Balustrade and 50mm ⌀ Handrail

H

2

•

5392

12

delivery acces point

• •

Void

77 m² D10-02_First Floor Plan Ceremic tiles

19 m² D10-01_Ground Floor Plan Polished screed

4

0

427 545

2

1:8

16

3

21 m² D10-01_Ground Floor Plan Polished screed

21

100 ⌀ FBO DOWNPIPE

A3

Welding room

Large storage

39

1

I.E TO ALL BENDS AND JUNCTIONS INDRAIN WITH MARKED COVERES ABOVE GROUND W.P.'s TO BE FULLY ACCESSIBLE ALONG ENTIRE LEGTH WHERE W.P's PASS IN OR BELOW FLOOR SLAB THEY ARE TO BE SLEEVED WITH CE's AT BOTH ENDS IN EASILY ACCESSIBLE POSITIONS 38 ⌀ WASTE PIPE

•

Confrence Room

VERTICAL WOODEN LOUVERS @ 50° FIXED ON ALUMINIUM FRAME

972

2m OVERHANG OF FIRST FLOOR ABOVE THE GROUND FLOOR

5

F

fall @

Concrete Monolithic Staircase 16 Risers @ 180mm 250mm tread lanidning to eng. spec

14

• •

1000mm High Steal Balustrade and 50mm ⌀ Handrail

11290

Workshop

38

C

11 10 9 8 7 6

2328

Concrete Monolithic Staircase 16 Risers @ 180mm 250mm tread

IE

427

8

DRAINAGE NOTES

4 5

13 12

100 ⌀ FBO DOWNPIPE

Balcony 30m 2 150mm Below First Floor Cermic Tiles

•

B

2 3

15 14

100 ⌀ FBO DOWNPIPE

2243

11 10 9 8 7 6

1000mm High Steal Balustrade and 100mm ⌀ Handrail

11000

C

6229

13 12

36 m² D10-02_First Floor Plan

UP 1 16

1000mm High Steal Balustrade with glass panels and 50mm ⌀ Handrail

2670

WASTE PIPE 50 ⌀ AT A 1:60 FALL

10

18

5002

WASTE PIPE 50 ⌀ AT A 1:60 FALL

ACCESS TO PLUMBING

JUBILEE STREET

4 5

11000

14 m² D10-01_Ground Floor Plan

1 2 3

15 14

29992

3713

UP 16

•

24

50mm ⌀ INWALL STORMWATER SPOUT

IE

39.36m SITE BOUNDARY

8

A

Toilets

35

Male Toilets CW

9 m² D10-02_First Floor Plan

23

BUILDER TO CORDATE ALL DIMENSIONS/LEVELS/BLD.LIN ES /BLD RESTRICTION LINES FINISHES & SPECS. TO BE CHECKED AND COORDINATED BY THE BUILDER BEFORE ORDERING OR PUTTING ANY WORJK TO HAND ALL SERVICES TO BE COORDINATED BY THE BUILDER BEFORE COMMENCING WORK ENGINEER TO CO-ORDINATE ALL GROUND BEAM LEAVELS , STEP & FLOOR LEVELS NEFORE ANY WORK IS COMMENCED WITH

•

22

sewer MH Invert level 1459.5m

CW

Room

14 60 m

RE

Female toilets

11 m² D10-01_Ground Floor Plan

5000

427

•

PARKING BAY 3

2400

CW

1677

5245

33

1846

1

Mangers office

31

9176

32

pressure control valve

3m OVERHANG OFFIRST FLOOR ABOVE THE GROUND FLOOR CEILING HUNG PARTITION FOR TOILET STALLS

IE

4000

588 225

GENERAL NOTES

4800

2600

2500 390

3313

4000

110 ⌀ VENT STACK

s ate d gr l an mm nne cha x 138 age r 138 ain e r dr olym te p a rmw sed Sto stabili UV

PARKING BAY 2

1500

2775

50mm ⌀ INWALL STORMWATER SPOUT

3543

2600

CW

2715

6485

DISABLED PARKING BAY

4800

27500

4000

50mm ⌀ INW ALL PVC STORMW ATER SPOUT

PARKING BAY 1

27500

1

Green INNOVATION HUB

Concrete Monolithic Staircase 16 Risers @ 180mm 250mm tread lanidning to eng. spec

C02_Floor Plans REFUSE AREA

427645

4000

2645

427 887

1800

887 427 1045

7128

1

1 : 100

4259

3271

14 62 3775 m

1800

3500

18300

2.2

427 573

6342

12/08/2020

Date

27.80m SITE BOUNDARY 2400

427

Project number

Retaining - 300mm Concrete

C10-01_Ground Floor Plan

.

8089

3683

8972

14 61 m

1000

Author

Drawn by

Checker

Checked by 21744

11254

2

A2

C10-02_First Floor Plan 1 : 100

Scale

1 : 100

H

G

F

E

D

27

FLAT CONCRETE ROOF WITH SILVER BITUMINOUS COATING

28

C

B

5m STREET FRONTAGE BUILDING LINE

NOTES 250mm CONRETE ROOF TO ENG. DETAILS & SPEC GRADED TO FALL TO FULLBORE OUTLETS AT MIN. FALL 1:80 WATERPROOFING TO SPECIALIST DETAIL

A

27

D10-04_Roof Plan 7650

100⌀ OVP

D10-03_Roof Plan

100 ⌀ FBO DOWNPIPE

13mm PLASTER AND PAINT

10

100 ⌀ STUB STACK

10

10

10

10

existing vegetation

BOE CILL

13mm PLASTER AND PAINT

10

10

BOE CILL

FFL TO B E MIN 200mm ABOVE FGL

1190

NGL

915

REFUSE AREA [PIKITUP AREA]

2000

10

100 ⌀ PVC soil pipes @ 1:60

•

BUILDER TO CORDATE ALL DIMENSIONS/LEVELS/BLD.LIN ES /BLD RESTRICTION LINES FINISHES & SPECS. TO BE CHECKED AND COORDINATED BY THE BUILDER BEFORE ORDERING OR PUTTING ANY WORJK TO HAND ALL SERVICES TO BE COORDINATED BY THE BUILDER BEFORE COMMENCING WORK ENGINEER TO CO-ORDINATE ALL GROUND BEAM LEAVELS , STEP & FLOOR LEVELS NEFORE ANY WORK IS COMMENCED WITH

•

3060

Front yard Permable concrete pavers

2100

10

NGL

D10-02_First Floor Plan

Control Joint alone shelf angle

35

6120

GENERAL NOTES

KERK STREET

•

D10-01_Ground Floor Plan 0

•

D30-03_East Elevation

2

1 : 100

SECTION NOTES •

POLYRETHENE SEALANT WITH 20MM POLYTHYLENE BACKING BOARD D.P.C. TO WINDOW AND SILLS CONC,LINTLE ABOVE WINDOW ALL FOUNDATION AND CONCRETE SLABS TO BE ENG. SPEC. VERTICAL DPC TO ALL AREAS UNDER NATURAL GROUND LEVEL ALL WATERPROOFING

BY SPECIALIST

• • • •

4

3

2

1

•

360 x360mm concrete column cladded with brick and plaster 8322 225

125mm x 125mm gutter

Polyrethene sealant with 20mm polythylene backing board

7760

225

Polyrethene sealant with 20mm polythylene backing board

255mm CONCRETE ROOF WITH SILVER BITUMINOUS COATING

27

24

Workshop 1

10 303

300 x900mm R.C strip foundation @ min 15mPa @28 days to Eng. spec

103 m² D10-01_Ground Floor Plan Polished screed

300

75mm concrete surface bed 20 Mpa @ 28 days 900

900

Graded and poisned compacted fill @ max layers of 150mm

1000mm High Steal Balustrade with glass panels and 50mm ⌀ Handrail

402

18

1715

1000mm High Steal Balustrade and 50mm ⌀ Handrail Concrete Monolithic Staircase 16 Risers @ 180mm 250mm tread lanidning to eng. spec

375μm DPM

D10-04_Roof Plan 912

7650 D10-03_Roof Plan

820

Metal Profiles Coated with Wood Veneers 30 x 30mm metal L brackets bolted into the concrete with 30 x30mm metal T profile bolted to L profile wood cladding screwed onto the Tprofile

300 mm Concrete retaining wall to eng.spec

6087

Confrence Room

Balcony 30m 2 150mm Below First Floor Cermic Tiles

128

1000mm High Steal Balustrade with glass panels and 50mm ⌀ Handrail

427

1702

concrete lintle 150mm x73mm pre-stressed Polyrethene sealant with 20mm polythylene backing board

6120

21 45 m² D10-02_First Floor Plan Ceremic tiles 5358

Group discussion area

D10-02_First Floor Plan 3060

5

1

877 m² D10-01_Ground Floor Plan Ceremic Tiles

Location: South Africa, Northern Cape Sutherland Latitude/longitude: 32°23'45.3"S, 20°39'43.7"E; Altitude: 1,461m

D10-01_Ground Floor Plan 0

Green INNOVATION HUB C03_Elevation 2.2

Project number

1 : 100

12/08/2020

Date

Author

Drawn by

Checker

Checked by

A3 Scale

1 : 100

2020/11/06 08:50:47

1

C20-01_Section A-A

4

Roof membrane Paraplast 'S' 4mm D10-04_Roof Plan

Screed 30mm with a fall of 1:80

7650

Insulation EPS 30mm Vapour Barrior polyethylene plastic 6mm

Concrete coping D10-03_Roof Plan

Brick standard size 110x75x220mm with 10mm mortar joint Insulation EPS 30mm 979

Polyrethene sealant with 20mm polythylene backing board

Cavity 30mm 2-coat Exterior Plaster

6120

weephole Precast concrete Lintles 106x73mm & 150x73mm

3 Quarter Bat Brick Lintle Precast Cncrete lintle 106 x73mm Precast Cncrete lintle 150 x73mm

Weak concrete infill 10Mpa @ 28 days 1436

170 X 90mm Meranti External window cill

Aluminuim window-Fixed Jamb Frame Steel Shelf Angle 90 x90 mm 10mm thick Bolted to concrete 645

300x300mm ceremic tiles on 10mm t tile adhesive with 3mm grounting joint

Sealant and backer rod

D10-02_First Floor Plan

PCC Weathered stone coping

Concrete Retaining Wall 300mm

3060 15

Concrete slab 75mm cast-in-situ @ 20 Mpa @ 28 DAYS .TO ENGINEER'S Spec

1744

Metal Profiles Coated with Wood Veneers 30 x 30mm metal L brackets bolted into the concrete with 30 x30mm metal T profile bolted to L profile wood cladding screwed onto the Tprofile

Sleeved weepholes 75mm ⌀ PVC

Granular backfill 200mm wide 25mm nomial diameter

300x300mm ceremic tiles on 10mm t tile adhesive with 3mm grounting joint GRADED & POISONED COMPACTED FIIL IN LAYERS OF A MAXIMUM OF 150mm

D10-01_Ground Floor Plan 0

Drainage Chanel

300

Concrete slab 75mm cast-in-situ @ 20 Mpa @ 28 DAYS .TO ENGINEER'S Spec

900

Insulation EPS 30mm DPM Polyethylene 250μm

900 x 300mm R.C STRIP FOUNDATION @ MIN 15Mpa @28 DAYS TO ENGINEER'S SPEC FOR THE OUTER WALLS

Sand Blinding 50mm

SCALE 1:25

SCALE 1:50

Photography

38