Jo Nel 2011 Portfolio

Praxis and Reflection ‘11

00 01. ABOUT THIS PORTFOLIO

02. HONOURS INTRODUCTION

03. FOUR THEMES

04. R5m HOUSE

05. TIME-CRITICAL OFFICE

06. THE URBAN APPENDAGE

07. BLOEMGATE VISITORS CENTER

08. ARBORETUM SOCIAL SYSTEM

09. FREE STATE CARE IN ACTION

10. TECTONIC MODELS

11. COMMISSIONS

12. RENDER DEVELOPMENT

NON-PROFIT COMMUNITY CENTRE

01

ABOUT THIS PORTFOLIO

Praxis and Reflection This is a brief graphical portfolio showcasing select works from the author’s B.Arch.Stud Honours degree studies (2011).

The intent is purely to demonstrate his ability to follow a process of project development to achieve a definite architectural intervention.

“My design ethos is to create bold statements, using simplistic interventions by making use of raw and honest materials that reflect the contextual surroundings.”

Solutions to problem statements need to conform to Three Statements; Ecology, Economy, and Emotion. Out of these the author believes architectural identity and sustainability is attainable. Praxis and Reflections is an illustration of confidence and determination to create sensible yet desirable architecture.

“

KAIZEN; a Japanese principle meaning: “Continuous Improvement - for the better”

Profile Name Johannes G Nel (Jo Nel) D.O.B 24 February 1985 Gender Male Status Unmarried Citizenship South Africa Contact No +27730907070 Email johannes_kaizen@me.com

Education 2003 Matric - Midelburg High (EC) 2005 Study B.Com Marketing and investment/insurance short courses through the PSG group.

2006 Study Financial Advisory through the King Financial Group.

2010 Attain Bachelor in Architecture (UFS) 2011 Attain B.Arch.Stud Honours (UFS).

Skills 8/10 6/10 8/10 6/10 8/10 9/10 8/10 7/10 6/10

Autodesk Revit Autodesk AutoCad Autodesk 3dsMax Grahphisoft Archicad Google Sketchup Adobe Photoshop Adobe Illustrator Adobe InDesign Adobe After Effects

Able to work both on Mac and Pc

Experience 2004 Travel and work in the USA 2005 Work with PSG Consult 2006 Work with King Financial Group (Wellington) Apprentice Property Investment and Insurance analyst and adviser 2007 Travel and work in the UK 2008 Complete commisions for Sm!t Argitekte 2009 Innitiate Kaizen VC - a graphic design and company branding coloboration 2010 Lecture at UFS: Computer Graphics: Composition, Color, and Photoshop 2011 Attain my B.Arch.

Stud(Honours)

02

HONOURS // INTRODUCTION

The University of the Free State Department of Architecture offers an intellectual environment for exploring man-made and natural aspects of the designed environment as an integrated project. Set in the heart of the Free State, the most centrally located region in South Africa, the Department embraces the opportunity to investigate the social, cultural, and historical ecologies of how urban and rural architecture intersects to create meaningful place. We encourage our students to investigate how context, history, and experience of the place and the region shape poetic, life-sustaining, and resource sensitive architecture.

The Department also value process-orientated design as a way to connect the physical with the human aspect of making buildings. Through the five-year training programme, the School has synthesized the components of design studio, history of architecture, theory of architecture, and building science to achieve this goal. Students are stimulated to develop an understanding of the interrelationship between the individual and his/her surroundings, the individual as a social being, and during the Honours and Master courses, the relations of social groups and societies.

Drawing especially on current theories in phenomenology and critical regionalism, the School envision the architectural training in design to be more integrated between architecture, landscape architecture, and urban design. The School discourses that question and challenge the boundaries of both regional and global influences on the production of sustainable architecture in South Africa.

Philosophy of the University of the Free State Department of Architecture

travel sketches ‘11

03

residential units commercial space existing offices

urban park structured wetland

new parking

old church

FOUR THEMES: CONSERVATION // SUSTAINABILITY // URBAN DESIGN // HOUSING This is a introductory project regarding the four focuses of the year’s study. The main priority was the preservation of an existing church building. The other aspects are used to create focus on the preserved structure. The proposal consisted of rentable commercial space, a walkway to promote pedestrian interaction, a urban park and structured wetland as well as mixed-use residential and retail converted buildings. New parking space was addressed as well as the interaction of the proposed development with the surrounding context and amenities.

04

R5m HOUSE This project was to create a realistic scenario regarding the realising of a building from site acquisition, cost planning, site restrictions, local authority restrictions, programme brief, and technical documentation. All within time-critical circumstances.

1168

1935

130

456

971 1935

3658 130

4149

915

1240

0

2186

456

2 A104

a

920

a

b

400 400

2950

400

250

400

250

400

250

5219

c

3534

date

a

5783

130

A104

1274

456

2196

2535

1530

3658

952

3658

3658

952

3658

915 425

3320

4215

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130

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490 490

a

b

11330 7265

c

2535

b

1530

re

c

rev

d

date

description

d

594

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e

490

D5:6

490

D5:5

D5:4

490

1362

e

555

254 212

490

490

490

e

490

15424

855

822

885

885

855

D5:2

D4:1

468

490

W5

2680

W5

2680

1050

W5 D5:1

490

456

500

description

d

e

2900

GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE’s at all changes of direction and joints 12.

RE’s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps

1050

d

rev

490

1540

c

2910

830

490

5219

920

250

11. BALCONY

7265

830

3658

2

490

b

4070

3658

500

1236

914

500

1577

4067

1200

1523

4895 2067 490

500

130

20834

500

12479

2226 2243

12

3567

30

2900 982

11

500

3170

551

10

2517

30

3658 6028

9

2517

4157

611

8

3567

456

1200

7

456

295

456

6

500

1963

456

5

2540

20778

4

4700

1963

3

920

22741

2

920

TECHNICAL DOCUMENTATION

GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE’s at all changes of direction and joints 12.

RE’s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps

1

320

12

11

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect

3847

10

4700

9

500

8

2517

7

3214

6

4700

5

7914

4

7914

3

3214

2

781

04

1

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect

130

982

456

6028

130

456

6028

130

2210

1686

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640

914

130

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3062 802

3590 2260

1086 130

914 610 130195

1086

914

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1330

1000

530

1000

130

914

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130 1230

2185

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4149 2260

944

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1192 5090

2963

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130

1715

130

12 11 10

9

8

7

6

4

3

2

1301

2245

121

130

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1 A104

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415

130 2245

2375

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1

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490

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490

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490

h

2715

2723

2723

2267

2267

2267

North

North

Hillside House

490

1078

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914

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2403

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130

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1702

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490

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i

## Street City, State Zip

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Hillside House i

20834

## Street City, State Zip

4

5

6

1240

456

490

1240

456

drawn: checked: date:

JN job no.:

10880

07

7

8

9

10

Groundfloorplan

1696

490

22741

1

456

456

6028

3

7. BATHROOOM

5. STORAGE

Firstfloorplan

ie 6028

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1

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1301

1200

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h

490

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36

456

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Level 2 UFFL

3. WALK-IN CLOSET

0000 W5

33

D1:1

to ground floor drain connection

490

499

38 ie

to ground floor drain connection

38 36

2950

2950

33

2. BATHROOM

18 17 16 15 14 13

2 130

8. FOYER

i

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6 490

7

490

8

3073

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490

9

2245

1

W5 12 11 10

f

D2:7

805

2950

T

9. KITCHEN

0000

7510

g

g

130

17. BATHROOM

2950

2245

15. WC

2950

2425

14. UTILITY ROOM

DN

h

6. BEDROOM

0000

D2:6

2245

2950

9743

9743

12. CLOSET

18 17 16 15 14 13

2589

914

2900 130

130

D2:6

11055

TV

D2:5

130

D2:3

2

130

130

11283

D2:2

2355

D2:8 D2:1

3

4. LIVING ROOM

0000

1345

D2:4

2950 32

D3:2

1. BEDROOM

7510

130 1345

10. LIVING

g

f

f

D3:1

D3:3 D5:3

786

130 1345

f

3658

2950

3905

2950

1690

TV

18. BALCONY

2

4177

16. MAIN BEDROOM

4179

TV

TV

D6:1

2950

T

TV

16502

13. OFFICE

TV

1120

1192

3

11

scale:

CP 1\5\2011

drawn: checked: date:

1 : 50

JN

stage: zone: series: family: rev:

00

job no.:

07

07

scale:

CP 1\5\2011

1 : 50

stage: zone: series: family: rev:

00

07

Jo Nel (B.Arch.Stud) 2007 014 026

Jo Nel (B.Arch.Stud) 2007 014 026

phone: 073 090 7070

phone: 073 090 7070

1

12

2

3

4

5

6

7

8

9

10

11

12

1 : 50 PROJECT DOCUMENTATION

PROJECT DOCUMENTATION

04

1

9

8

7

6

5

4

3

2

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect

1

2

1

A104

A110

• • • •

160mm Stacked stone wall tied with 32mm Corrugated bar column anchors every 500mm, 20mm Porous mortar, 76mm XPS insulation, 180mm concrete wall, 20mm plaster

Level 5 1

2

7146

3

Level 7

37

6442 Level 4 7 33

7

7

38

7

7 38

7

A110

90mm interior CMU wall with 10mm render finish

33

5697 Level 9

5

5163

32

7

3

A110

• • • • •

W5

50mm Underfloor heating screed, polished (with floor heating), 2mm seperating layer, 50mm Impact-sound insulation, 180mm Reinforced concrete slab

A110

Level 2 UFFL 2949 Level 2 6

2502

7

100mm brickwork witha stainless steel ties 40mm cavity, 60mm PU therm. ins 190mm reinforced concrete 20mm render

6

7

7 1924

• • • • •

D2:7

D3:5

NGL

• • • • •

D5:3

D2:8

6

4 15

16

A110

15

100mm brickwork with stainless steel ties 40mm cavity, 60mm PU therm. ins 190mm reinforced concrete 20mm render 17

4

Level1 - UFFL

11

600

600

300

200

300

200

0 Level 0 - Foundation 11

11

-600

900

900

1

rev

date

• • • • •

Level 4

7146

5697 2mm seperating layer

Level 2 UFFL Level 7

2949

180mm Reinforced concrete slab

6442

10mm coped drip edge

10mm coped drip edge

75mm x 90mm x 200mm Facebrick

DT007 - Door and wall 3 connection 1 : 10

1 : 20

8

6

• • • • •

description 271

271

271

e

d

c

b

A110

a

177

3149 Level 2 UFFL

177

Level 2

Level 5 2

10

13

37

13

5

13

13

5

6

5

7

7

6

33

1 : 10

-600

Level 4

5163

32

DT001 - Window

Level 0 - Foundation

5697 Level 9

10 NGL

Level 7 6442

7

9

5

2502

7146

9

3

6

9 18

DT002 - Stair connection

7

1 : 20

DT003 - Stair connection 2

8

1 : 20

h

Stair 3D section

Level 8

D5:1

19

16

2

17

3

4

7

16

• • 6• • •

7

6

100mm brickwork with stainless steel ties 40mm cavity, 60mm PU therm. ins 190mm reinforced concrete 20mm render

2

Level 8 Level 2 UFFL 3149 2949 Level 2

D2:7

D5:3

1

16

15

• • •

160mm Stacked stone wall tied with 32mm Corrugated bar column anchors every 500mm, 20mm Porous mortar, 76mm XPS insulation, 180mm concrete wall, 20mm plaster

19

16

• • • • • •

Level1 - UFFL 0 Level 0 - Foundation

11

11

11

• • • • • •

gravel planted with 50mm sedum filter mat, 50mm drainage layer vapour diffusing seperating layer 120mm thermal insultaion polythene sheeting, two-layer bituminous sheeting, 200mm reinforced concrete slab

456mm x 75mm tapered wood member

North

-600

90mm NFB masonry 76mm Air barrier polythene sheeting two-layer bituminous sheeting 190mm shuttered reinforced concrete wall 20mm rendering

North Hard core fill compacted at max 150mm layers

Hillside House

metal sheet profile

Hillside House

Level 7

## Street City, State Zip

Section b-b

2502

Level 5 7146

4

2949

DPM polythene sheeting

D5:4

3

3149 Level 2 UFFL

50mm Underfloor heating screed, polished (with floor heating), 2mm seperating layer, 50mm Impact-sound insulation, 180mm Reinforced concrete slab

Level 2 •

456mm x 75mm tapered wood member

2502

A110

4

2

• • • • •

metal sheet profile

9

4 17

description

2949 Level1 - UFFL 0

1

date

177

A104

f

rev

271

177 177

g

50mm Underfloor heating screed, polished (with floor heating), 2mm seperating layer, 50mm Impact-sound insulation, 180mm Reinforced concrete slab

Level 8

170

2

1

h

Level 2 2502

200x3CHS Circular steel column

1 : 50

i

Level 9 5163

W310mm x 38,7mm Wide Flange steel profile

DT006 - Cantelever Beam

Section a-a

j

GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE’s at all changes of direction and joints 12.

RE’s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps

160mm Stacked stone wall tied with 32mm Corrugated bar column anchors every 500mm, 2mm polythene sheeting, 20mm Porous mortar, 76mm XPS insulation, 180mm concrete wall, 20mm plaster

50mm impact-sound insulation

Level 5

271

1

50mm Underfloor heating screed, polished (with floor heating)

a

GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE’s at all changes of direction and joints 12.

RE’s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps

2

19

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect

110

10

75

11

160mm stacked stone

## Street City, State Zip

6442 20mm porous mortar

1 : 50 Sections a-a, b-b

SECTION AA: SPECIFICATION NOTES 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

ROOF CONSTRUCTION WITH EXTENSIVE PLANTING LAYER; 50mm TOPSOIL ON FILTER MAT50mm DRAINAGE LAYER ON PROTECTIVE MATTING ROOTRESISTANT LAYER ON 120mm THERMAL INSULATION ON CONTINUOUS 250 micron DPM WITH MINIMUM 200mm TAPED SIDE AND END LAPS AND SHEET METAL STRIP 280mm REINFORCED CONCRETE ROOF SLAB WITH SMOOTH OFF SHUTTER FINISH (SAMPLE TO BE APPROVED) TO SOFFIT AND ALL EXPOSED EDGES. DRIPS TO BE CAST INTO SOFFIT AS INDICATED ON THE DRAWINGS. ALL TO ENGINEERS SPECIFICATION DERBIGUM WATERPROOFING SYSTEM COMPRISING: ONE LAYER DERBIGUM SP 4mm THICK APPLIED TO PRIMED SURFACE FULLY SEALED TO SCREED, SIDE WALLS AND PARAPETS. MIN 75mm SIDE LAPS & 100mm END LAPS TO BE SEALED TOGETHER BY TORCHED ON FUSION. WATER PROOFING TO BE DRESSED UP BEAM SIDES AND TOPS USING TILTING FILLETS WHERE NECESSARY. TREATMENT TO BE FINISHED WITH TWO COATS BITUMOUS ALUMINUM PAINT APPLIED IN ACCORDANCE WITH MFR'S SPECIFICATION. NOTE: WATER PROOFING TO BE UNDERTAKEN BY DERBIGUM APPROVED APPLICATOR AND THE 10 YEAR GUARANTEE TO BE SEEDED TO THE CLIENT. SEAQUAL FULL BORE RW OUTLET WITH 75Ø SIDE OUTLET, CAST INTO SLAB IN THE POSITIONS AS INDICATED. 230 DEEP x 245mm WIDE RC PERIMETER UPSTANDING BEAM WITH SMOOTH OFF SHUTTER FINISH TO EXPOSED EDGES, AS PER ENGINEER'S SPECIFICATION. 22X22mm TRIANGULAR RECESS CAST INTO EDGE OF RC SLAB TO FORM DRIP AS PER ARCHITECT'S DETAIL 12 TO 15mm SOFFIT PLASTER. PLASTER TO BE FINISHED WITH SECOND SKIM COAT TO PROVIDE SMOOTH SKIMMED FINISH. 75mm diameter PVC RWDP FIXED TO WALL TO CONNECT TO STORM WATER RETICULATION SYSTEM. 250mm AND 250mm RAMMED EARTH EXTERNAL WALL, BRICK COURSE AS INDICATED. BUILDING-IN TIES, GALV BRICK FORCE IN FOUNDATIONS, ABOVE AND BELOW WINDOW AND DOOR OPENINGS TO ENG DETAIL. WALLS TO BE STABILIZED WITH 6-12% CEMENT ACCORDING TO ENGINEERS SPECS. INSULATED WITH 100mm IMPACT SOUND RIGID FOAM INSULATION ALUMINUM FRAMED GLAZING AS PER SCHEDULES. GLAZING TO BE IN ACCORDANCE WITH LEGISLATION AND AAMSA SPECIFICATION. 250 X 1000MM REINFORCE CONCRETE STRIP FOUNDATION TO BE CAST IN AT LEVELS AND DETAIL AS PER ENG DETAIL. MOVEMENT JOINT ACCORDING TO DETAIL 305X102X12mm thk GALV MILD STEEL I-BEAM FIXED TO EDGE OF RC ROOF SLAB. [REFER TO ARCHITECT'S DETAIL] PIVOT DOOR WITH STEEL FRAME AND ROUGH SAWN TREATED TIMBER. [REFER TO DOOR SCHEDULE] 85mm RC SURFACE BED AS PER ENGINEERS DETAIL 300mm COMPACTED BACK FILL IN LAYERS OF 150mm IN ACCORDANCE WITH ENG DETAIL, SOIL POISONED IN ACCORDANCE WITH NBR'S AND SABS SPEC. CONTINUOUS 250 micron DPM WITH MINIMUM 200mm TAPED SIDE AND END LAPS. COMPOUND WALL SYSTEM: 100mm BRICKWORK WITH STAINLESS STEEL TIES, 40mm CAVITY, 60mm PU THERM. INS., 190mm REINFORCED CONCRETE, 20mm RENDER 50mm loose gravel carport on min. 250mm hard core fill

24. 230x90x14mm thk GALV PARALLEL FLANGE STEEL CHANNELS BOLTED BACK TO BACK AND WELDED TO GALV STEEL CHANNEL COLUMNS. ALL TO ENGINEERS DETAIL 25. 3mm GALV FLAT STEEL PLATE BENT TO 25mmx25mm PROFILE AND BOLTED TO PERFORATED SHEETS 26. 230widex300mm deep IN SITU REINFORCED CONCRETE DOWNSTAND BEAM CONTINUOUS CAST WITH FLOOR SLAB 27. 230widex245mm deep IN SITU REINFORCED CONCRETE DOWNSTAND BEAM CONTINUOUS CAST WITH FLOOR SLAB 28. 170mm RC SURFACE BED WITH POLISHED CONCRETE FINISH AS PER ENGINEERS DETAIL 29. 230mm DOUBLE SKIN FACEBRICK WALL, BRICK COURSE AS INDICATED. 30. 15X15mm ALUMINIUM ANGLE FIXED TO PLASTERED WALL AND POLISHED CONCRETE FLOOR SLAB TO FORM SKIRTING AS PER ARCHITECT'S DETAIL 31. 50mm GALVANISED ROUND TUBING BALUSTRADE WELDED TO 100mmx100mmx10mm GALVANISED STEEL PLATE AND BOLTED TO REINFORCED CONCRETE STAIRCASE 32. 120mm REINFORCED CONCRETE STAIRCASE LANDING BUILT INTO BWK. 33. IN SITU CAST CONCRETE STAIRCASE. SEE STAIR DETAIL. ALL ACCORDING TO ENGINEERS SPECIFICATIONS 34. 305x102x10mm thk SLANTED GALV STEEL H COLUMN WELDED TO 300x300x16mm thk BASEPLATE AND BOLTED TO CONCRETE FOOTING TO ENGINEERS DETAIL. DOUBLE GLAZING SYSTEM FIXED TO H COLUMNS. SYSTEM TO BE ADVISED BY SPECIALIST AND TO BE ACC TO MANUFACTURER SPECIFICATIONS. (All to comply with AAAMSA and SGGA regulations) 35. 305x102x10mm thk GALV STEEL H COLUMN WELDED TO 300x300x16mm thk BASEPLATE AND BOLTED TO CONCRETE FOOTING TO ENGINEERS DETAIL. DOUBLE GLAZING SYSTEM FIXED TO H COLUMNS. SYSTEM TO BE ADVISED BY SPECIALIST AND TO BE ACC TO MANYFACTURER SPECIFICATIONS. (All to comply with AAAMSA and SGGA regulations) 36. 110 NFX SINGLE SKIN INTERNAL WALL BUILT OFF SLAB WITH 10mm PLASTER AND PAINT TO SCHEDULE

13. ALUMINIUM FRAMED GLAZING AS PER SCHEDULES. GLAZING TO BE IN ACCORDANCE WITH LEGISLATION AND AAAMSA SPECIFICATION. 14. 220X85mm PRECAST CONCRETE LINTOL BUILT INTO BWK OVER OPENING TO ENG DETAIL 15. 230mm DOUBLE SKIN EXTERNAL WALL, BRICK COURSE AS INDICATED. 16. 15mm INTERNAL STEEL TROWELED PLASTER FINISHED PAINTED AS PER FINIFSHING SCHEDULE. 17. 15X15mm ALUMINIUM ANGLE FIXED TO PLASTERED WALL AND SOFFIT TO FORM SHADOW GAP AS PER ARCHITECT'S DETAIL 18. SMOOTH OFF SHUTTER FINISH TO EXPOSED CONCRETE SOFFITS. DRIPS TO BE CAST INTO SOFFIT AS INDICATED ON THE DRAWINGS. ALL TO ENGINEERS SPECIFICATION. 19. 22X22mm TRIANGULAR RECESS CAST INTO EDGE OF RC SLAB TO FORM DRIP AS PER ARCHITECT'S DETAIL 20. 170mm REINFORCED CONCRETE ROOF SLAB WITH SMOOTH OFF SHUTTER FINISH (SAMPLE TO BE APPROVED) TO SOFFIT AND ALL EXPOSED EDGES. DRIPS TO BE CAST INTO SOFFIT AS INDICATED ON THE DRAWINGS. ALL TO ENGINEERS SPECIFICATION. 21. 230x90x14mm thk GALV PARALLEL FLANGE STEEL CHANNELS BOLTED BACK TO BACK WITH 10mm thk FLAT STEEL STIFFENER PLATE WELDED TO 300x300x16mm thk BASEPLATE AND BOLTED TO CONCRETE FOOTING. ALL TO ENGINEERS DETAIL 22. 230mm IN SITU REINFORCED CONCRETE FOUNDATION WALL CONTINUOUS CAST WITH FLOOR • • •

190mm CMU wall 55mm Air barrier 190mm CMU wall

300mm brick boundary wall

Details

76mm XPS insulation 30-80mm loose gravel backfill

drawn: checked: date:

JN job no.:

07

scale:

CP 1\5\2011

180mm Reinforced concrete wall

1 : 50

0

Level 0 - Foundation

Jo Nel (B.Arch.Stud) 2007 014 026

-600

Level 4 5697

phone: 073 090 7070

JN 07

32mm Corrugated bar column anchor

07

drawn: checked: date:

job no.:

100mm Perforated PVC pipe, sloped 3deg towards outlet

stage: zone: series: family: rev:

00

Level1 - UFFL

scale:

CP 1\5\2011

As indicated

stage: zone: series: family: rev:

00

07 Jo Nel (B.Arch.Stud) 2007 014 026 phone: 073 090 7070

20mm plaster

18mm Plasterboard nailed to 38mm x 74mm wood battens

• • • • •

50mm Underfloor heating screed, polished (with floor heating), 2mm seperating layer, 50mm Impact-sound insulation, 180mm Reinforced concrete slab

1

DT005 - Green Roof

1 : 10 PROJECT DOCUMENTATION

4

DT004 - Basement Tanking 1 : 20

PROJECT DOCUMENTATION

05

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE·s at all changes of direction and joints 12.

RE·s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps

TIME-CRITICAL OFFICE This project was a larger scaled time-critical office building. Not only had the building to comply to all restrictions and programme requirement, but also to be a carbon-zero development.

The requirements was for a three-storey administrative office block, with sufficient parking, services, sun-controls, and water recycling. Height restrictions and site-setbacks as well as the surrounding context had major influence on the setting of the building on the site.

≈

rev

date

description

Climatic factors, orientation, vistas, and the adjacent buildings contributed largely to the handling of the facades and sun- and wind controls.

Detailed skin-sections were required to illustrate the efficiency of the building measured against the required programme.

SPECIFICATION NOTES:

2 3 4 5 6 7 8 9 10

11 12

Section through glazing and end of wall of container scale 1:10

13 14 15 16 17

roof construction with extensive planting layer: 60mm topsoil on filter mat 50mm drainage layer on protective matting root-resistant layer on 160mm thermal insulatio safety sealing layer / vapour barrier reinforced concrete slab on ribbed metal sheeting drainage channel upstand covering: roof sealing layer and sheet metal strip aluminium louver sunblind doubl insulating glazing with aluminium cover strips laminated timber posts and rails primary beam: steel A-section 270mm deep steel A-column 220mm deep filled with concrete Ø 108/7.1 mm tubular steel floor construction: reinforced concrete slab with smooth finish, on separating layer ป PP FRPSUHVVLRQ UHVLVWDQG WKHUPDO LQVXODWLRQ slabs on waterproof membrane exposed concrete plinth container wall construction: galvanized ribbed steel sheeting 60mm mineral-wool slabs between glavanized steel studding sheet polythene vapour barrier 12mm Aleppo pine plywood with priming coat black linoleum on composite wood board door with sheet-steel lining and frame 8mm steel plate walkway: 8mm sheet steel on 120x60x5mm steel RHSs folding-sliding element with double glazing

North

1

OFFICE BLOCK ## Street City, State Zip

DETAILS SPECIFICATION NOTES: 1 2 3 4 5 6 7 8

Section through south and north glazed facades Cross-section through container scale 1:10

stepped laminated glass 240mm foamed-slag concrete facade elements with core insulatio, painted grey steel A-section column 220mm deep filled with concrete primary beam: steel A-section 270mm deep abutment between elements with elastic joint-sealing compound galvanized sheet-steel hood: anti-glare and weather protection double-glazed louvred window waterproof mortar

Horizontal section through corner: foamed-slag concrete facade / glass facade scale 1:10

drawn: checked: date:

JN

job no.:

100_00

CP

06|027|2011

scale:

stage: zone: series: family: rev:

C 100_00

Jo Nel (B.Arch.Stud) 2007 014 026 phone: 073 090 7070

Assignment: Project documentation

06

THE URBAN APPENDAGE: ACTIVATION OF A BLOEMFONTEIN PUBLIC SPACE This project focuses on the designed landscape of the city. It investigates the regional city (Bloemfontein) as an organism of ecological processes: Physical, social, cultural, historical, and environmental. The concept ‘urban appendage’ is used in the design process to create a meaningful urban place within this ‘organism’.

The goal of this project is to identify an appropriate site for an architectural intervention in the city of Bloemfontein, connect various urban processes into the continuity of a more sustainable urban landscape and create meaningful urban place through the design of a new Bloemfontein tourist centre.

06

THE URBAN APPENDAGE: ACTIVATION OF A BLOEMFONTEIN PUBLIC SPACE

The Urban Design Proposal The urban design proposal is to create a pedestrian friendly environment for the section of the city located between the urban node and the building site that had been selected. This is a strategic design plan that considers different modes of transportation, future land uses, densities, height restrictions, building setbacks from the street, parking, access, and other street design elements.

07

THE URBAN APPENDAGE: ACTIVATION OF A BLOEMFONTEIN PUBLIC SPACE - TOURISM CENTRE

Mixed-use building

New student housing

New tourism centre

Rentable space

Indigenous foliage

07

07 1

2

URBAN APPENDAGE: TECHNICAL DEVELOPMENT

3D View 1

3D View 5

08

ARBORETUM // BAMBOO BASED URBAN FORESTRY SOCIAL SYSTEM

Post-Peak Oil Scenario

City Condenser

This project considers a new architectural project in the city of Bloemfontein in the post-peak oil era. Petrol, natural gas, and other fossil fuels are expensive, hard to come by, and sometimes unavailable. Self-sufficiency and localised codependency on energy, food production, and activities are the only reliable way of ensuring livelihood. South Africa offers an exciting environment for new innovations in low-carbon lifestyles, practices, and technologies. South Africa, and Africa, has a unique opportunity in simple, low technology solutions

This project searches to condense urban qualities, experiences, and life-sustaining activities (personal and shared) into a cohesive, creative new environmental system on a single urban site: this includes the built and organic landscape, infrastructure, movement, agriculture, birds, animals, insects, and humans.

Space If we were to identify a common denominator to tie these variables together, it would be space. The notion of space is considered critically. Not exclusively the idea of enclosure, but more importantly that of transition. Transition suggests that space is relational. It is less about space in isolation, but about the relationship of one space to another and the contrast in character between spaces.

Character, quality, and experience Transition from space to space results in difference or changes in character, quality, and experience. This is why space is, relational. It means that the transition from one site quality to another implies ‘difference.’ Difference between inside/outside, dark/light, above/below, filtered/ exposed, rough/smooth, me/them.

08

ARBORETUM // CONCEPT DEVELOPMENT

08

ARBORETUM // FOUR PHASE STRATEGY

1 a breath of fresh air

Imagine going from an environment full of asphalt and fast moving traffic to a place for bees, bikes, babies, and birds. What would that place be like? It would be and ecologically supportive environment teaming with the most vulnerable residents of our planet. It is filled with pedestrians, bicycles, and public transport.

Copenhagen reminds us that bicyclists are not part of transport, they are part of public life. We have accomodations for commuter bicyclists and eight year olds out with their grandparents. One could imagine that every drop of water that falls on main street stays on main

street or leaves cleaner when it fell.

According to Free State climate factor plants such as Sunflower can produce 4 times crops per year. So the volume of biomass can be used to produce energy, reducing the need for energy produced from fossil fuels.

Bamboo groves is introduced to the Arboretum park Rainwater canels are diverted into the site to water the urban agri- culture and landscaping of indiginous plants and trees

2

softer touch - living infrastructure

Bold infrastructure interventions build towards a city living in balance.

This redevelopment of Arboretum provides a rich street life based on pedestrians, bicycles, and public trans- port. Urban green ways created from abandoned freeways and green streets provide a green city infrastructure for food, water and waste. In a net-zero energy and water community, local mixed-use structures and neighbourhood water capture, clean and pure water arriving from the sky. The urban green ways, roof gardens, living walls, and use of the in between greens spaces allow agriculture to be embedded into the community

• The scheme of High density mixed used low rise smart buildings is proposed to claim the landscape. • Is low energy/high performance, Electricity generator • Each building in a normal base is energy sufficient by 72% •Operates on On- site sewage treatment system by 99%• Operates on On- site run-off treatment system by 99%• Provides 99% water required for toilet flushing, water cooling and plant watering • Designed for low energy input.

• Buildings are designed for maximum day lighting and shading for the excess light during the summer month.

08

ARBORETUM // FOUR PHASE STRATEGY

3 urban agriculture

The urban design strategies for the proposal are based on the notion that urban food and energy harvesting needs to be imbedded into strategic and highly visible locations in the site. • The public amenities such as supermarkets, farmers market, kindergartens and primary school are centralized at the walking distance or bicycle. This allows for the public realm being accessible in a more convenient distance and also the excess crops could be sold for the use of adjacent neighbourhoods. • Entices people into their previous property with assigned plots for agriculture. • Improves community connections through de-

signing active social spaces focused on food and agriculture such as farmers’ market areas and community gardens. • Produces year-around crop for community, promotes healthy living and Increases local food security • Assist low income people by providing healthy fresh organic food at low cost and builds strong local economy. • Improves soil structure to hold water. Increases biodiversity by using agricultural land not only to grow food, but as habitats for insects and birds. • Significantly reduces use of fossil fuels. (Farm machines and transportation).

• Converts black and Gray water into potable water.

4

smart landscape “green technology”

• Alternative high-biomass species can be investigated to suit the remediation zone, helping to reduce the takeover of invasive species while promoting the restoration of native species’ habitats.

Carbon Neutrality and Self-Sufficient Neighbourhoods: • According to Bloemfontein climate factor plants such as Sunflower can produce 4 times crops per year. So the volume of biomass can be used to produce energy, reducing the need for energy produced from fossil fuels.

• Lead in the biomass can be sequestered or recycled through post-

harvest treatment techniques. This process will provide jobs for the community.

• High-biomass grasses and bamboo can be used as barrier crops to help prevent erosion and fertilizer runoff.

ENVIRONMENTAL BENEFITS: • The process of removing all different contaminates from the Gray Water and waste

08

ABORETUM // DESIGN AND PLANNING PRINCIPLES

1. Carbon neutrality This plan places food and food production in direct connection with the end users. Planning around these principles would integrate agri-space into the urban infrastructure and begin to offset the carbon heavy footprint of cities.

2. System Diversity This plan would encourage food production at multiple scales as determined by proximity to production and distribution centres.

3. System redundancy This plan would distribute the means if production into the urban sphere.

And provide inherent redundancy

4. Loop tightness

Through the density associated with this plan - loop tightness would be encouraged and apply

5. Local self-sufficiency This plan encourages self sufficiency - and favours the small producer and distributor vs agri-business . This plan accommodates design solutions at many scales

6. Responsive to Natural systems

This plan would advantage local systems and local climes, favouring natural systems and providing infrastructure where needed.

7. Waste = Food This plan would close the lop locally - tying food production top education this would build a closed loop into the system - where waste is part of a common process. This plan would distribute the means if production into the urban sphere and provide inherent redundancy

08 7

654

654

6

3

2

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect

1

ARBORETUM // TECHNICAL DOCUMENTATION

5000

450

5

10450

450

4550

450

4550

4453

450

4550

450

4550

450

1

1

A122

A126

24

1

10734 TOP OF BALLUSTRADE

2

3

674

5 26

25

10060

TOP OF UPSTAND BEAM

9280

ROOF - SLAB TOC

780

9560

4_Level 4 - SOFFIT HEIGHT

6 25

7

kitchen unit

kitchen unit 2000

27

w

27 17 28 7280

18

19

kitchen unit

20

27 28

5

1

2

3

TOP OF WALL

5

1000

26

26

6280

SOFFIT HEIGHT

280

6000

3_Level 3 - UFFL

7 27

28

2720

w 27

17 29 RES 7 bare rammed earth 18

19

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect

1 5 A127

a

GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE’s at all changes of direction and joints 12.

RE’s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps rev date description

b

c

e

g

h

i

j

k

l

m

n 10734 10060 9560 9280

TOP OF BALLUSTRADE TOP OF UPSTAND BEAM ROOF - SLAB TOC 4_Level 4 - SOFFIT HEIGHT

7280 TOP OF WALL 6280 6000

3280 2898

-20 -300

3_Level 3 - UFFL SOFFIT HEIGHT

SLAB TOC FF - SOFFIT HEIGHT

GF - SLAB TOC SIDEWALK - SLAB TOC

-1600 top of concrete strip footing

2

West

A121

1 : 100

30 RESTAURANT bare rammed neath

GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE’s at all changes of direction and joints 12.

RE’s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps rev date description

1 5 A127

24

n

m

l

k

j

i

h

g

e

c

b

a

3280

20

FF - SOFFIT HEIGHT

382

SLAB TOC 2898

10734 10060

21

8

8

STAIR C: Steel staircase.

15 risers @177mm 16 treads @ 250mm

27 300

10 OFFICE 01 bare rammed earth

27

1 RESTAURANT bare rammed earth

8

3198

22

9560 9280

TOP OF BALLUSTRADE TOP OF UPSTAND BEAM ROOF - SLAB TOC 4_Level 4 - SOFFIT HEIGHT

7280

75

TOP OF WALL STAIR B: Steel staircase.

15 risers @177mm 16 treads @ 250mm

18

19

15

20

18

16 12

19

12

20

6280 6000

16 15

-20 -300

3_Level 3 - UFFL SOFFIT HEIGHT

GF - SLAB TOC SIDEWALK - SLAB TOC

12

1300

3280 2898

SLAB TOC FF - SOFFIT HEIGHT

-1600 top of concrete strip footing

-20 -300

11 11

GF - SLAB TOC SIDEWALK - SLAB TOC

-1600 top of concrete strip footing

Section B-B

1 A118 A127

1 : 50 3 A121

East 1

1 : 100

A126

7

North SPECIFICATIONS 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

29.

6

ROOF CONSTRUCTION WITH EXTENSIVE PLANTING LAYER; 50mm TOPSOIL ON FILTER MAT50mm DRAINAGE LAYER ON PROTECTIVE MATTING ROOT-RESISTANT LAYER ON 120mm THERMAL INSULATION ON CONTINUOUS 250 micron DPM WITH MINIMUM 200mm TAPED SIDE AND END LAPS AND SHEET METAL STRIP 280mm REINFORCED CONCRETE ROOF SLAB WITH SMOOTH OFF SHUTTER FINISH (SAMPLE TO BE APPROVED) TO SOFFIT AND ALL EXPOSED EDGES. DRIPS TO BE CAST INTO SOFFIT AS INDICATED ON THE DRAWINGS. ALL TO ENGINEERS SPECIFICATION DERBIGUM WATERPROOFING SYSTEM COMPRISING: ONE LAYER DERBIGUM SP 4mm THICK APPLIED TO PRIMED SURFACE FULLY SEALED TO SCREED, SIDE WALLS AND PARAPETS. MIN 75mm SIDE LAPS & 100mm END LAPS TO BE SEALED TOGETHER BY TORCHED ON FUSION. WATER PROOFING TO BE DRESSED UP BEAM SIDES AND TOPS USING TILTING FILLETS WHERE NECESSARY. TREATMENT TO BE FINISHED WITH TWO COATS BITUMOUS ALUMINUM PAINT APPLIED IN ACCORDANCE WITH MFR'S SPECIFICATION. NOTE: WATER PROOFING TO BE UNDERTAKEN BY DERBIGUM APPROVED APPLICATOR AND THE 10 YEAR GUARANTEE TO BE SEEDED TO THE CLIENT. SEAQUAL FULL BORE RW OUTLET WITH 75Ø SIDE OUTLET, CAST INTO SLAB IN THE POSITIONS AS INDICATED. 230 DEEP x 245mm WIDE RC PERIMETER UPSTANDING BEAM WITH SMOOTH OFF SHUTTER FINISH TO EXPOSED EDGES, AS PER ENGINEER'S SPECIFICATION. 22X22mm TRIANGULAR RECESS CAST INTO EDGE OF RC SLAB TO FORM DRIP AS PER ARCHITECT'S DETAIL 12 TO 15mm SOFFIT PLASTER. PLASTER TO BE FINISHED WITH SECOND SKIM COAT TO PROVIDE SMOOTH SKIMMED FINISH. 75mm diameter PVC RWDP FIXED TO WALL TO CONNECT TO STORM WATER RETICULATION SYSTEM. 250mm AND 250mm RAMMED EARTH EXTERNAL WALL, BRICK COURSE AS INDICATED. BUILDING-IN TIES, GALV BRICK FORCE IN FOUNDATIONS, ABOVE AND BELOW WINDOW AND DOOR OPENINGS TO ENG DETAIL. WALLS TO BE STABILIZED WITH 6-12% CEMENT ACCORDING TO ENGINEERS SPECS. INSULATED WITH 100mm IMPACT SOUND RIGID FOAM INSULATION ALUMINUM FRAMED GLAZING AS PER SCHEDULES. GLAZING TO BE IN ACCORDANCE WITH LEGISLATION AND AAMSA SPECIFICATION. 250 X 1000MM REINFORCE CONCRETE STRIP FOUNDATION TO BE CAST IN AT LEVELS AND DETAIL AS PER ENG DETAIL. MOVEMENT JOINT ACCORDING TO DETAIL 305X102X12mm thk GALV MILD STEEL I-BEAM FIXED TO EDGE OF RC ROOF SLAB. [REFER TO ARCHITECT'S DETAIL] PIVOT DOOR WITH STEEL FRAME AND ROUGH SAWN TREATED TIMBER. [REFER TO DOOR SCHEDULE] 85mm RC SURFACE BED AS PER ENGINEERS DETAIL 300mm COMPACTED BACK FILL IN LAYERS OF 150mm IN ACCORDANCE WITH ENG DETAIL, SOIL POISONED IN ACCORDANCE WITH NBR'S AND SABS SPEC. CONTINUOUS 250 micron DPM WITH MINIMUM 200mm TAPED SIDE AND END LAPS. 22mm BAMBOO FLOORING 80mm IMPACT SOUND INSULATION POLYTHENE SEPARATING LAYER STAIR: 50X50 BY 50 DEEP FIBREGRATE TREADS SUPPORTED AND FIXED TO CONCRETE WALL WITH FRAME OF 50x50mm GALV STEEL ANGLES [REFER TO ARCHITECTS DETAIL.] 150mm REINFORCED CONCRETE WALL WITH SMOOTH OFF SHUTTER FINISH TO ALL EXPOSED EDGES. 110 NFX SINGLE SKIN INTERNAL WALL BUILT OFF SLAB BALUSTRADE FRAMING: STEEL PROFILE - SEE DETAIL 28 x 50mm HEAT TREATED BAMBOO STRIPS METAL PROFILE 450x450mm RC COLUMN AS PER ENGINEERS DETAIL ALUMINUM SLIDING ELEMENT WITH DOUBLE GLAZING AS PER SCHEDULE. GLAZING TO BE IN ACCORDANCE WITH LEGISLATION AND AAAMSA SPECIFICATION. 150mm thk IN-SITU RC COUNTER RAWLBOLTED TO WALL WITH 75x75x5mm GALV MILD STEEL ANGLE. ALL TO BE CONFIRMED BY ENGINEER

1.

2.

## Street City, State Zip

3.

SECTION BB

4.

5.

drawn: checked: date:

job no.:

100_00

-

5

4

3

2

1

o

North 10734

Arboretum

JN

6

---

ELEVATIONS: SPECIFICATION NOTES

scale:

Z 11|05|2011

1 : 50

stage: zone: series: family: rev:

C 100_00 Jo Nel (B.Arch.Stud) 2007 014 026 phone: 073 090 7070

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

3D View 5

A127

29.

Assignment: Project documentation

ROOF CONSTRUCTION WITH EXTENSIVE PLANTING LAYER; 50mm TOPSOIL ON FILTER MAT50mm DRAINAGE LAYER ON PROTECTIVE MATTING ROOT-RESISTANT LAYER ON 120mm THERMAL INSULATION ON CONTINUOUS 250 micron DPM WITH MINIMUM 200mm TAPED SIDE AND END LAPS AND SHEET METAL STRIP 280mm REINFORCED CONCRETE ROOF SLAB WITH SMOOTH OFF SHUTTER FINISH (SAMPLE TO BE APPROVED) TO SOFFIT AND ALL EXPOSED EDGES. DRIPS TO BE CAST INTO SOFFIT AS INDICATED ON THE DRAWINGS. ALL TO ENGINEERS SPECIFICATION DERBIGUM WATERPROOFING SYSTEM COMPRISING: ONE LAYER DERBIGUM SP 4mm THICK APPLIED TO PRIMED SURFACE FULLY SEALED TO SCREED, SIDE WALLS AND PARAPETS. MIN 75mm SIDE LAPS & 100mm END LAPS TO BE SEALED TOGETHER BY TORCHED ON FUSION. WATER PROOFING TO BE DRESSED UP BEAM SIDES AND TOPS USING TILTING FILLETS WHERE NECESSARY. TREATMENT TO BE FINISHED WITH TWO COATS BITUMOUS ALUMINUM PAINT APPLIED IN ACCORDANCE WITH MFR'S SPECIFICATION. NOTE: WATER PROOFING TO BE UNDERTAKEN BY DERBIGUM APPROVED APPLICATOR AND THE 10 YEAR GUARANTEE TO BE SEEDED TO THE CLIENT. SEAQUAL FULL BORE RW OUTLET WITH 75Ø SIDE OUTLET, CAST INTO SLAB IN THE POSITIONS AS INDICATED. 230 DEEP x 245mm WIDE RC PERIMETER UPSTANDING BEAM WITH SMOOTH OFF SHUTTER FINISH TO EXPOSED EDGES, AS PER ENGINEER'S SPECIFICATION. 22X22mm TRIANGULAR RECESS CAST INTO EDGE OF RC SLAB TO FORM DRIP AS PER ARCHITECT'S DETAIL 12 TO 15mm SOFFIT PLASTER. PLASTER TO BE FINISHED WITH SECOND SKIM COAT TO PROVIDE SMOOTH SKIMMED FINISH. 75mm diameter PVC RWDP FIXED TO WALL TO CONNECT TO STORM WATER RETICULATION SYSTEM. 250mm AND 250mm RAMMED EARTH EXTERNAL WALL, BRICK COURSE AS INDICATED. BUILDING-IN TIES, GALV BRICK FORCE IN FOUNDATIONS, ABOVE AND BELOW WINDOW AND DOOR OPENINGS TO ENG DETAIL. WALLS TO BE STABILIZED WITH 6-12% CEMENT ACCORDING TO ENGINEERS SPECS. INSULATED WITH 100mm IMPACT SOUND RIGID FOAM INSULATION ALUMINUM FRAMED GLAZING AS PER SCHEDULES. GLAZING TO BE IN ACCORDANCE WITH LEGISLATION AND AAMSA SPECIFICATION. 250 X 1000MM REINFORCE CONCRETE STRIP FOUNDATION TO BE CAST IN AT LEVELS AND DETAIL AS PER ENG DETAIL. MOVEMENT JOINT ACCORDING TO DETAIL 305X102X12mm thk GALV MILD STEEL I-BEAM FIXED TO EDGE OF RC ROOF SLAB. [REFER TO ARCHITECT'S DETAIL] PIVOT DOOR WITH STEEL FRAME AND ROUGH SAWN TREATED TIMBER. [REFER TO DOOR SCHEDULE] 85mm RC SURFACE BED AS PER ENGINEERS DETAIL 300mm COMPACTED BACK FILL IN LAYERS OF 150mm IN ACCORDANCE WITH ENG DETAIL, SOIL POISONED IN ACCORDANCE WITH NBR'S AND SABS SPEC. CONTINUOUS 250 micron DPM WITH MINIMUM 200mm TAPED SIDE AND END LAPS. 22mm BAMBOO FLOORING 80mm IMPACT SOUND INSULATION POLYTHENE SEPARATING LAYER STAIR: 50X50 BY 50 DEEP FIBREGRATE TREADS SUPPORTED AND FIXED TO CONCRETE WALL WITH FRAME OF 50x50mm GALV STEEL ANGLES [REFER TO ARCHITECTS DETAIL.] 150mm REINFORCED CONCRETE WALL WITH SMOOTH OFF SHUTTER FINISH TO ALL EXPOSED EDGES. 110 NFX SINGLE SKIN INTERNAL WALL BUILT OFF SLAB BALUSTRADE FRAMING: STEEL PROFILE - SEE DETAIL 28 x 50mm HEAT TREATED BAMBOO STRIPS METAL PROFILE 450x450mm RC COLUMN AS PER ENGINEERS DETAIL ALUMINUM SLIDING ELEMENT WITH DOUBLE GLAZING AS PER SCHEDULE. GLAZING TO BE IN ACCORDANCE WITH LEGISLATION AND AAAMSA SPECIFICATION. 150mm thk IN-SITU RC COUNTER RAWLBOLTED TO WALL WITH 75x75x5mm GALV MILD STEEL ANGLE. ALL TO BE CONFIRMED BY ENGINEER

10060 9560 9280

TOP OF BALLUSTRADE

ROOF - SLAB TOC 4_Level 4 - SOFFIT HEIGHT

7280 TOP OF WALL 6280 6000

Arboretum

TOP OF UPSTAND BEAM

3_Level 3 - UFFL SOFFIT HEIGHT

## Street City, State Zip

Elevations drawn: checked: date:

JN job no.: 3280 2898

100_00 SLAB TOC FF - SOFFIT HEIGHT

scale:

Z 11|05|2011

1 : 100

stage: zone: series: family: rev:

C 100_00 Jo Nel (B.Arch.Stud) 2007 014 026 phone: 073 090 7070

-20 GF - SLAB TOC

1 A121

North 1 : 100

Assignment: Project documentation

5450

4550

450

155

4550

3550

450

8395

450

2255

2520

3550

225

4550

450

4550

4450 2200

1575

450

3550

17735 450

4550 450

3550

450

4550

4450

4550

450

490 4450

3550

450

450

405

4720

3555

5350

17105

4550

450

3550

450

4550

350 900 450

3555

3550

450 900

4550

4450

4550

4450

8550 450 723

7827

450

4000

450 600

2950

140 450

4410

450

4550

450 600

2540

4550 636

3533

1010 450 160 2950

450

4900

18355 381

4390

450

4550

425 25595

4225

5230 8555 7960

4695 450

2475

450

2600

4205

125 1400

4900

950 440 733

4177

450

450

3000

450

9550

1

1-

A126 ---

5000

5000

2

10450 1060 5000

D 34

3490

D 34

4550

D 34

2775

2775

9550

216 1011

w 17 24 RES 5 bamboo flooring

15 ROOM 01 bamboo flooring

125

450

2451

30 RESTAURANT bamboo flooring

UP

14 BR 1 bamboo flooring

2216

450

3250

D 34

5450

125

450 1107 216

2195

763

2775

2775

w 17

w 17

3

450

450

9550

2543

20 RES 2 bamboo flooring

6679

4

2092

9713

150

D 34

5000

D 34

4972

4550

D 34

5450

28 RES 6 bamboo flooring

27 DECK 4 exterior bamboo

26 DECK 3 smooth concrete

25 DECK 2 exterior bamboo

17 ROOM 03 bamboo flooring

18 HALLWAY bamboo flooring

D 34

D 34

450

450

450

D 34

33879

638125

D 34

5000

D 34

4550

D 34

4550

16 ROOM 02 bamboo flooring

D 34

5

4390 4390

4450 4610

160

450

4390

450

4390

8555 2475

1525 4610

160

450 4395 4390

2450

150 1400

4440

695

Arboretum ## Street City, State Zip

4205

First Floor Plan

4910

5099

North

7

160

4550

6

4610

933 450

5000

110mm bwk balustrade wall, plaster and paint to schedule

100_00

4450

7827

2618

5000

job no.: 110mm bwk balustrade wall, plaster and paint to schedule

Z 11|05|2011

7827

450

1000 400 682

JN

50355

scale:

723

4550

3600

drawn: checked: date:

9453

4900

4000 6173

1325

20682

450

1960

450 1000

2675

450

4900

NGL

450

4713

450

1125 2762

7827

10028

3555 1595

2000

2138

450 723

125

450 450

1785

1809

440 450

125

3555 3555

3425

2941 -

4550

450

1036 450

4450

w 17

D 34

w 17

450 1000 125

450

3514

4550

D 34

10000

11395

450

2155

4550 4775

4550

450

---

3550 4000

125

450

4450

1063 450

450

29 RES 7 bamboo flooring

## Street City, State Zip

D 34

DN

2488

4775

23 RES 4 bamboo flooring

450

4550

22 PATIO polished concrete

450 450

D 34

450

3550 3550

4775

450 450

D 34

D 34

4550

23000 869

2225 4550

4775

17560

2325 450

D 34

450

450

440

3550

21 RES 3 bamboo flooring

2388

4450 450

DN

5000

7

450 639

450

1575

D 34

Arboretum

UP

1035

1713

2200 8550

9550

2162

North

5000

125

895

450

895

2520

19 FOYER bamboo flooring

w 17

w 17

3284

4000

4450

2447

1218

6

2878

10 OFFICE 01 bamboo flooring D 34

4550

4775

4775

11 DECK wood deck D 34

9990

9550

8515

10450

746125

450

450

w 17

1266

4450 4450

450

2742

5000

2388

w 17

450

3550 3550

-

---

1832

15000

4550

5450

D 34

D 34

2255

4005

2775

2240

2132

2162

110mm bwk balustrade wall, plaster and paint to schedule 9 RESIDENCE 01 bamboo flooring

w 17

450

30450

30225

5

450

450

450

450

110mm bwk balustrade wall, plaster and paint to schedule 8 FOYER bamboo flooring

5450

5000

9005

-

---

D 34

4550

10450

w 17

2759

15575

4

5000

5225

4550

4550

4550

13 WALKWAY smooth concrete finish

450

4000

1975

2368

5000

9550

w 17

5000

7025

10450

w 17

33440

4300

450

2200

4000

2533

475

450

2325

12 COURYARD smooth concrete finish

4550

2200

2100

D 2

D 34

5000

4550

450

5000

4550

D 34

w 17

2622

450

D 34

3

450

D 2

w 17

D 34

5000

4550

450

4550

450

w 2

D 34

9103

4550

15450

D 34

2775

5145

D 34

3425

2119

w 17

1503

1 RESTAURANT bamboo flooring

2 KITCHEN polished concrete

2

D 1

4 COMMERCIAL SPACE bamboo flooring

9550

5 COMMERCIAL SPACE bamboo flooring

10450

w 17

1100

7 BIKE PARKING smooth concrete finish

2100

1000

172

450

w 17

5000

4245

5000

450 1000125

4875

276

450

978 125 1053 125 1035 125 985 122

UP

2970

450

6 COMMERCIAL SPACE bamboo flooring

5000

5450

4450

1

2030

4550

w 2

w 17

1-

A126 ---

450

450

w 17

4000

50355

3225

D 2

w 17

4000

14103

o

o

3000

2575

2975

230x90x14mm thk galv parallel flange steel channels slanted and bolted back to back with 10mm thk flat steel stiffener plate welded to 300x300x16mm thk baseplate and bolted to concrete footing. All to engineers detail w 17

w 17

450

400

230x90x14mm thk galv parallel flange steel channels slanted and bolted back to back with 10mm thk flat steel stiffener plate welded to 300x300x16mm thk baseplate and bolted to concrete footing. All to engineers detail

75 Ø RWDP 80mm sleeve cast in concrete upstand for RWDP 75mm dia PVC RWDP discharging into 300x250mm precast concrete splash block

4550

4550

4005

2800

5450 450

4000

5000

a

50355 14225

5000

b

4000

c

4005

e

5000

g

5000

h

4000

i

5000

j

4000

k

4000

GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE’s at all changes of direction and joints 12.

RE’s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps rev date description

l

5000

GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE’s at all changes of direction and joints 12.

RE’s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps rev date description

m

4000 5000

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect

n

a

b

c

e

g

h

i

j

k

l

m

n

08

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect

3131

1125

drawn: checked: date:

50355

1 : 100

JN

stage: zone: series: family: rev:

job no.:

C 100_00

100_00

scale:

Z 11|05|2011

1 : 100

stage: zone: series: family: rev:

C 100_00

Jo Nel (B.Arch.Stud) 2007 014 026

Jo Nel (B.Arch.Stud) 2007 014 026

phone: 073 090 7070

phone: 073 090 7070

1 5

A127

1 5

A127

Assignment: Project documentation

Assignment: Project documentation

26

719

684

16 22

A122 21

3

10

27

19

3 20 3

4

15

3

26

5

27

R 63

14 26

6 9 18

19 8

5

16 17

e

g

h

A127

280

3895

280

280

24 10734

1

2

5 26

3

5 26

1

2

3

10060 TOP OF UPSTAND BEAM

4_Level 4 - SOFFIT HEIGHT 6

12

25

2000

280 27

27

27

27

26

5 26

30 7280 TOP OF WALL 1

2

3

6280 6000

3_Level 3 - UFFL SOFFIT HEIGHT

30

8

6 27

27

8

27

450 28 30

18

19

20 18

19

3280

20

SLAB TOC

16

2898

15

FF - SOFFIT HEIGHT

14

11

13

8

---

11 10

8 27

9

13

27

8

3 6

STAIR C: Steel staircase.

16 risers @177mm 15 treads @ 250mm

5 4

2

3

1000

3

2

35

6

11

2918

7

27

12

GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE’s at all changes of direction and joints 12.

RE’s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps rev date description

30

-

12

20

A122

ROOF - SLAB TOC 280

9280

500

9560

10

12

674

TOP OF BALLUSTRADE 5 26

1000

819

3

c

2720

1

b 5

GENERAL NOTES 1.

ALL MATERIALS AND CONSTRUCTION METHODS TO COMPLY WITH THE NATIONAL BUILDING REGULATIONS (ACT NO. 103 OF 1977) INCLUDING ALL REVISIONS AND ALL APPLICABLE BYLAWS OF THE CONCERNED LOCAL AUTHORITY. ALL DIMENSIONS TO BE VERIFIED ON SITE AND NO DRAWINGS IS TO BE SCALED. ANY DISCREPANCIES OR CONTRADICTIONS MUST IMMEDIATELY BE POINTED OUT TO THE ARCHITECT FOR CORRECTION OR EXPLANATION BEFORE ANY CONSTRUCTIONS. 2.

CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. 3.

REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION. 4.

SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A FIELD SURVEY BY THE APPOINTED CONRACTOR (JAN 2010) 5.

CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO ALLOW CONNECTIVITY TO ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6.

THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. 7.

SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 8.

ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT MUNICIPAL STANDARDS, SPECIFICATIONS, AND DETAILS. 9.

All gutters in open air 10.

All pipes to have minimum fall of 1:40 11.

RE’s at all changes of direction and joints 12.

RE’s to have marked covers at ground level 13.

Pipes under buildings or walls to have reinforced foundation over crossings 14.

No change of direction or junction under building 15.

All waste pipes to be 50mm and fully accessible 16.

All wastepipe applications on stubstacks to be individually anti-siphoned with 51mm antivacum trap 17.

All wastewater applications to have watertraps 18.

Soil and sewer pipes to be 100mm 19.

Geysers to be according to SABS 0254 20.

Glazing according to SABS 0137 21.

Chimneys according to part W1-!4 of NBR 22.

Showers to have brass traps rev date description

21

14

a

280

21

21

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect

382

08

COPYRIGHT: In accordance with the relevant clauses of the Copyright Act (Act 98 of 1978) relating to assignment, all documents prepared by the architect in connection with the project remain the property and copyright of the architect , subject to their use by the client for the particular project to which this document relates, and the client shall not be entitled, either directly or indirectly, to make use of the document(s) for any additional or similar works or publish the same except with the prior consent from the architect

713

1

15

18

16

19

20 -20 GF - SLAB TOC

13 4

23

810

1580

25 16 4

684

25

10

-1600

15

15

top of concrete strip footing

27

5

11 12

1

13

6

9

A118 A126

9

SECTION AA-1

STUDY UNIT: SPECIFICATION NOTES

STAIR AND HANDRAIL DETAIL: SPECIFICATION NOTES 1623

1 : 50

207

SECTION AA: SPECIFICATION NOTES

660

1.

1.

2.

3.

4.

5.

6.

7.

1416

15

1.

2.

596

3

STEEL PLATE THREAD STEEL BASE PLATE STEEL ANCHOR ROD STEEL STRINGER AND STRUCTURAL GRID STEEL PIPE HANDRAIL ANCHOR BOLT STEEL PLATE

8

3.

9

6 2

1 : 20

3 A122 A122

4.

Callout (3) of Section b-b 1 : 10

North

5.

443

7

296

Arboretum

7.

9

3

1

## Street City, State Zip

2

26.

27.

9.

24

GLASS-FIBRE REINFORCED CONCRETE ELEMENT

job no.:

100_00

4

Z 11|05|2011 As indicated stage: zone: series: family: rev:

607

739

734

17.

18.

19.

20.

21.

C 100_00 3

Jo Nel (B.Arch.Stud) 2007 014 026

6

7

5

phone: 073 090 7070 4

2 A122 A122

22.

23.

24.

25.

26.

27.

28.

9

Callout (2) of Section b-b

10

1:5 2 Assignment: Project documentation

A126

STUDY UNIT 1 : 20

14.

15.

16.

38

JN

7

12.

13.

6

scale: 1990

drawn: checked: date:

6

10.

11.

8

24

8

5

3

243

Details

1990

50.8 x 50.8 x 4.8mm STEEL ANGLE 48.3 x 5.54mm TUBULAR STEEL BRACING 28 x 50mm HEAT TREATED BAMBOO STRIP FRAME: 6mm WELDED STEEL FLATS GUIDE TRACK AND ROLLERS FOR SLIDING SCREEN 38 x 38 x 4.8mm STEEL ANGLE ALUMINIUM SLIDING ELEMENT WITH DOUBLE GLAZING AS PER SCEDULE. GLAZING TO BE IN ACCORDANCE WITH LEGISLATION AND AAAMSA SPECIFICATION. WALKWAY: GALVANIZED STEEL GRATING 102.9mm STEEL TUBE STEEL BRACKET WITH 5mm WEB AND 10mm FLANGE 200 x 270 x 6mm STEEL ANCHOR PLATE ROOF CONSTRUCTION WITH EXTENSIVE PLANTING LAYER; 50mm TOPSOIL ON FILTER MAT, 50mm DRAINAGE LAYER ON PROTECTIVE MATTING, ROOT-RESISTENT LAYER ON 120mm THERMAL INSULATION ON CONTINUOUS 250 micron DPM WITH MINIMUM 200mm TAPED SIDE AND END LAPS AND SHEET METAL STRIP 12.5mm PLASTERBOARD SUSPENDED SOFFIT BAMBOO FLOORING: 80mm IMPACT-SOUND INSULATION, POLYTHENE SEPERATING LAYER CONTINUOUS 250 micron DPM WITH MINIMUM 200mm TAPED SIDE AND END LAPS. AND SHEET METAL STRIP 50mm SCREED LAYER 133 x 65 x 9mm RECTANGULAR STEEL PROFILE CONTINUOUS ALONG WALL PROFILE AS INDICATED ON DRAWINGS 133 x 65 x 9mm C-CHANNEL STEEL PROFILE 133 x 46 x 9mm C-CHANNEL STEEL PROFILE AIR BARRIER 95 x 25 x 5 RECTANGULAR STEEL PROFILE CONTINUOUS ALONG WALL PROFILE AS INDICATED ON DRAWINGS FRAMING: STEEL PROFILE - SEE DETAIL 280mm REINFORCED CONCRETE ROOF SLAB WITH SMOOTH OFF SHUTTER FINISH (SAMPLE TO BE APPROVED) TO SOFFIT ALL EXPOSED EDGES. DRIPS TO BE CAST INTO SOFFIT AS INDICATED ON THE DRAWINGS. ALL TO ENGINEERS SPECIFICATION STEEL BOLT CAST INTO CONCRETE NELSON STUDS AT 457mm CENTRES

700

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

8.

2

385

10.

11.

12.

13.

14.

6.

61

SECTION CALLOUTS: SPECIFICATION NOTES 1.

2.

3.

4.

5.

6.

7.

8.

9.

1

18

24

A127 A122

Callout of Section b-b

330

1

29.

600

3 A126

ROOF CONSTRUCTION WITH EXTENSIVE PLANTING LAYER; 50mm TOPSOIL ON FILTER MAT50mm DRAINAGE LAYER ON PROTECTIVE MATTING ROOTRESISTANT LAYER ON 120mm THERMAL INSULATION ON CONTINUOUS 250 micron DPM WITH MINIMUM 200mm TAPED SIDE AND END LAPS AND SHEET METAL STRIP 280mm REINFORCED CONCRETE ROOF SLAB WITH SMOOTH OFF SHUTTER FINISH (SAMPLE TO BE APPROVED) TO SOFFIT AND ALL EXPOSED EDGES. DRIPS TO BE CAST INTO SOFFIT AS INDICATED ON THE DRAWINGS. ALL TO ENGINEERS SPECIFICATION DERBIGUM WATERPROOFING SYSTEM COMPRISING: ONE LAYER DERBIGUM SP 4mm THICK APPLIED TO PRIMED SURFACE FULLY SEALED TO SCREED, SIDE WALLS AND PARAPETS. MIN 75mm SIDE LAPS & 100mm END LAPS TO BE SEALED TOGETHER BY TORCHED ON FUSION. WATER PROOFING TO BE DRESSED UP BEAM SIDES AND TOPS USING TILTING FILLETS WHERE NECESSARY. TREATMENT TO BE FINISHED WITH TWO COATS BITUMOUS ALUMINUM PAINT APPLIED IN ACCORDANCE WITH MFR'S SPECIFICATION. NOTE: WATER PROOFING TO BE UNDERTAKEN BY DERBIGUM APPROVED APPLICATOR AND THE 10 YEAR GUARANTEE TO BE SEEDED TO THE CLIENT. SEAQUAL FULL BORE RW OUTLET WITH 75Ø SIDE OUTLET, CAST INTO SLAB IN THE POSITIONS AS INDICATED. 230 DEEP x 245mm WIDE RC PERIMETER UPSTANDING BEAM WITH SMOOTH OFF SHUTTER FINISH TO EXPOSED EDGES, AS PER ENGINEER'S SPECIFICATION. 22X22mm TRIANGULAR RECESS CAST INTO EDGE OF RC SLAB TO FORM DRIP AS PER ARCHITECT'S DETAIL 12 TO 15mm SOFFIT PLASTER. PLASTER TO BE FINISHED WITH SECOND SKIM COAT TO PROVIDE SMOOTH SKIMMED FINISH. 75mm diameter PVC RWDP FIXED TO WALL TO CONNECT TO STORM WATER RETICULATION SYSTEM. 250mm AND 250mm RAMMED EARTH EXTERNAL WALL, BRICK COURSE AS INDICATED. BUILDING-IN TIES, GALV BRICK FORCE IN FOUNDATIONS, ABOVE AND BELOW WINDOW AND DOOR OPENINGS TO ENG DETAIL. WALLS TO BE STABILIZED WITH 6-12% CEMENT ACCORDING TO ENGINEERS SPECS. INSULATED WITH 100mm IMPACT SOUND RIGID FOAM INSULATION ALUMINUM FRAMED GLAZING AS PER SCHEDULES. GLAZING TO BE IN ACCORDANCE WITH LEGISLATION AND AAMSA SPECIFICATION. 250 X 1000MM REINFORCE CONCRETE STRIP FOUNDATION TO BE CAST IN AT LEVELS AND DETAIL AS PER ENG DETAIL. MOVEMENT JOINT ACCORDING TO DETAIL 305X102X12mm thk GALV MILD STEEL I-BEAM FIXED TO EDGE OF RC ROOF SLAB. [REFER TO ARCHITECT'S DETAIL] PIVOT DOOR WITH STEEL FRAME AND ROUGH SAWN TREATED TIMBER. [REFER TO DOOR SCHEDULE] 85mm RC SURFACE BED AS PER ENGINEERS DETAIL 300mm COMPACTED BACK FILL IN LAYERS OF 150mm IN ACCORDANCE WITH ENG DETAIL, SOIL POISONED IN ACCORDANCE WITH NBR'S AND SABS SPEC. CONTINUOUS 250 micron DPM WITH MINIMUM 200mm TAPED SIDE AND END LAPS. 22mm BAMBOO FLOORING 80mm IMPACT SOUND INSULATION POLYTHENE SEPARATING LAYER STAIR: 50X50 BY 50 DEEP FIBREGRATE TREADS SUPPORTED AND FIXED TO CONCRETE WALL WITH FRAME OF 50x50mm GALV STEEL ANGLES [REFER TO ARCHITECTS DETAIL.] 150mm REINFORCED CONCRETE WALL WITH SMOOTH OFF SHUTTER FINISH TO ALL EXPOSED EDGES. 110 NFX SINGLE SKIN INTERNAL WALL BUILT OFF SLAB BALUSTRADE FRAMING: STEEL PROFILE - SEE DETAIL 28 x 50mm HEAT TREATED BAMBOO STRIPS METAL PROFILE 450x450mm RC COLUMN AS PER ENGINEERS DETAIL ALUMINUM SLIDING ELEMENT WITH DOUBLE GLAZING AS PER SCHEDULE. GLAZING TO BE IN ACCORDANCE WITH LEGISLATION AND AAAMSA SPECIFICATION. 150mm thk IN-SITU RC COUNTER RAWLBOLTED TO WALL WITH 75x75x5mm GALV MILD STEEL ANGLE. ALL TO BE CONFIRMED BY ENGINEER

North

Arboretum ## Street City, State Zip

SECTION AA-1 drawn: checked: date:

JN job no.:

100_00

scale:

Z 11|05|2011 As indicated stage: zone: series: family: rev:

C 100_00 Jo Nel (B.Arch.Stud) 2007 014 026 phone: 073 090 7070

STAIR DETAIL 2 1:5

Assignment: Project documentation

08

ARBORETUM // VISUALIZATION

09

The aim of the design intervention is to propose a new office building for the Free State Care in Action agency (FSCIA) in the Batho area, which is designed to also function as a community centre serving the people of the Batho community.

FREE STATE CARE IN ACTION NON-PROFIT COMMUNITY CENTRE

The design intervention is a cost-effective, low carbon urban building that inspired sustainable behaviors and contributes to its surroudings by acting as a catalyst for the application of sustainable principles in a developing urban context. Community well-being and a better quality of life is promoted through the concept of “holism� in which life is regarded as a coherent interdependant whole - a place where man, architecture and nature meets. The intervention is embedded in the local culture and its surroundings as an expression of Critical Regionalism. A harmonious balance is maintained between human activity and the environment.

Funtions incorporated into the building were chosen to meet the needs of different groups of people from the community, at the same time bringing excitement, novelty and inspiration to the community.

Locally embedded materials drive the formgiving, material quality, and detailing of the project. New skills are introduced through construction application and workshops.

New skills are introduced to the community such as urban agriculture (Permiculture and horticulture), Earth contruction methods, and climate harnessing and control.

Through an open exchange and wide application fo knowledge, human development and empowerment is promoted in an attempt to eradicate poverty. Important concepts incorporated into the design is transparency, participation, access to education, and economic opportunity.

SUSTAINABILITY OF URBAN ENVIRONMENTS An investigation of Principles of Sustainability in Bloemfontein. The urban building as catalyst for the application of sustainable principles in a developing urban context. The totality of Sustainability, and the relationship between sustainability and urbanism. Political and Ethical Agendas; man.

Architecture and Nature. Tectonic expression and Critical Regionalism: Local cultures versus Universal Civilization. The Aesthetics of environmental functionalism: the play amongst structure, context and order/form/space.

09

BATHO OPEN SOURCE COMMUNITY CENTRE ENGAGING ECOLOGY | CONNECTING COMMUNITY Nicola Botes, Markus Jordaan, Jo Nel, Victor Salzman

SPECIFIC PRODUCT ANALYSIS

The aim of the design intervention is to propose a new

Free State Care In AcLocally embedded tion agency (FSCIA) in the Batho area, which is Thedesignisembeddedinthelocalculturalcontext(e.g.sociallyandeconomically); it can be produced locally, aims at improving local employment and know-how and strives to minimize the need for import and transportation. designed to also function as a community cenDesign the whole life cycle serving the All organic people of materials thecan be Batho community.

The future disassembly and material-usetre are an integral part of the design. and technical separated. Natural resources

GENRAL CONCEPT/PRINCIPLES

are renewable.

sus-tain-a-ble

The design intervention is a cost-effective, low carbon urban building that inspires sustainable behaviours and contributes to its surroundStructure The load-bearing structure is separatedings from the by demountable buildingas skin. a catalyst for the application of susacting Conne ctions tainable principles in a developing urban context.

All connections between the components and the structure are dry and demountable. This makes re-assembly easy and clean.

Climate The design makes optimal use of its location and surrounding climate conditions in order to minimize energy consumption.

adjective 1 able to be maintained at a certain rate or level: sustainable fusion reactions.

FRQVHUYLQJ DQ HFRORJLFDO EDODQFH E\ DYRLGLQJ GHSOHWLRQ RI QDWXUDO resources: our fundamental commitment to sustainable development.

2 able to be upheld or defended: sustainable definitions of good educational practice.

Size The design adheres to local building standards. Elements are transportable and re- usable (e.g. elements of house ‘A’ are exchangeable with elements of house ‘B’).

Installations All installations must guarantee a flexible organization of the household and provide a sustainable way of living. The installations are smart, safe, upgradeable and adapted to the local ecology. They can function independently from the structure and skin.

poor sanitation facilities

66%

Community well-being and a better quality of life is promoted through the concept of “holism” in which life is regardOpen Source Share New skills are shared with he community to create economic sustainability ed a coherent interdependant whole - a place where man, architecture and nature meets. The intervention is embedENERGY ded in the local culture and its surroundings as an expression Passive control system for solar radiation Maximum use of natural light, radiant floor heating of Critical Regionalism. A harmonious balance Thermal inertiais mainWATER / WASTE the environment . tained between human activity Rainwater collectionand for domestic use, use of groundwater for garden watering

Evaporative cooling

Functions incorporated into the MATERIALS building were cho+ INSULATION Renewable, recyclable, non-toxic, and locally sourced materials Materials sourced from site groups of peosen to meet the needs of different Rain gardens + Wetlands site ple from the community, at the same time bringing exTERRAIN citement, novelty and inspiration to the community.

schools have no electricity

45%

1km

5km

10km

no clean water

27% no sanitation at all

12%

ACTIVE + PASSIVE CLIMATE CONTROL

open exchange and wide application of knowledge, human development and empowerment ECONOMY Through an

N

Cross ventilation

Solar water heating

S is promoted in an attempt to eradicate poverty. Important concepts incorporated into the design is transparency, parWHOLE LIFE CYCLE opportunity. ticipation, access to education and economic Primary Schools Scrap Yards Construction Materials

09

mainmain vehicular access to thetosite vehicular access the site

DESIGN WHOLE WHOLE LIFE LIFE CYCLE CYCLE 2 2DESIGN

vendor spaces: creating opportunivendor spaces: creating opportunities fotireps efo orppleeo topsle usttoaisin mtsheelvm eselves ustthaeiin Informal parking space Informal parking space for 15for cars 15 cars

economy economy

partially partially covered covered walkway walkway connectconnecting toing a to path a path that connects that connects with the with the church church to thetonorth the north and to and thetosouth the south connc eo cn tsnw ec ith ts a wm ithoa vem moevnetm roeuntteroute through through residential residential units units

a library a library provides provides the community, the community, es- especially pecially the children the children the opportunity the opportunity to gain to gain knowledge knowledge and further and further their their education education to ensure to ensure a brighter a brighter future. future.

The library The library also provides also provides access access to to computers computers to further to further develop develop and and enhance enhance the process the process of education. of education.

securedsecured outsideoutside playingplaying area area

public openopen space public space with informal stagestage to to with informal provide opportunity for for provide opportunity young artistsartists to perform young to perform and showcase their taland showcase their talents ents

a daycare a daycare centre centre for children for children in thein the area area provide provide a safe a place safe place for children for children

securedsecured outsideoutside playingplaying area forarea children for children

inner inner courtyard courtyard

school school in theinafternoons. the afternoons.

The centre The centre is is connecetd connecetd to thetobasketball the basketball and astro and astro turf courts turf courts to create to create a bigapublic big public rec- recreational reational space. space.

workshops in which un- unworkshops in which employed people from from employed people the community are are the community givengiven the opportunity to to the opportunity gain gain skills through edu- eduskills through cation and application. cation and application.

EXISTING EXISTING SCHOOL SCHOOL GROUNDS GROUNDS

soup soup kitchen serving to to kitchen serving an outside public space an outside public space secure arage parking secure arage parking sunken into the sunken intoground the ground to become a pavillion to become a pavillion to thetoside theofAstro the of side the Astro turf court turf court

EXISTING EXISTING BASKETBALL BASKETBALL COURT COURT

EXISTING ASTRO TURF TURF EXISTING ASTRO COURT COURT

Southern Southern acessacess road road to thetosite, themaily site, maily

THE OPEN SOURCE SOURCE SYSTEM SYSTEM 1 THE1OPEN

SITEPLAN SITEPLAN scale scale 1:500 1:500

A DESIGN FOR THE FORCOMMUNITY THE COMMUNITY 2 A2DESIGN EMBEDDED: EMBEDDED: RAW RAW MATERIAL MATERIAL USE USE 3 LOCALLY 3 LOCALLY

THEOF USEPUBLIC OF PUBLIC SPACE SPACE 4 THE4 USE FACTORS FACTORS AND AND SUSTAINABLE SUSTAINABLE LIVING LIVING SYSTEMS SYSTEMS 5 CLIMATIC 5 CLIMATIC METHOD METHOD AND AND STRUCTURE STRUCTURE 6 CONSTRUCTION 6 CONSTRUCTION

Free State Free State CareCare n Action n Action This may Thisbemay the be source the source for inspiration for inspiration for what formight what hapmight happen in pen the future. in the future.

School School children children and Teachers and Teachers There There is a bigisneed a bigfor need a library for a library in this in area... this area...

LocalLocal farmer farmer People People just want just to want eat... to eat...

Councilor Councilor and young and young adultadult entrepeneur entrepeneur ...keep...keep the mind theoccupied mind occupied and help andpeople help people sort outsort their out their problems... problems...

PriestPriest Children have nowhere to playtobesides schoolschool grounds...

Children have nowhere play besides grounds...

Vendor Vendor ...come...come up withup a with project a project that willthat motivate will motivate peoplepeople to do to do something... something...

PLAN PLAN scale scale 1:200 1:200

09

09

34

BATHO TECHNICAL SECTIONS 1

40

4

1

1

40

2

2

6

5 11

14

16

35

9 13

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12

14

40

34

10

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15

32

31

13

13

32

19

Detail 1.03 Detail 1.03

4

Detail 1.01

33

43

40

19.2

19.2

21

24

21

15

12

31

10

43

their use by

and the clien

4

16

19.1 19.2

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23

19.3 19.4

19

32

34

4

32

6

10

11

14

38

19.2

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36

18

19.2

7

20

20

Detail 1.02

Detail 1.03: Box Gutter Detail Scale 1:10

19

18.1

25

28

Daycare Center 3D Section Not to Scale

37

24

9

23

ĎŽ

Ď­

17

15

18

17

18

19

13

15 44

42

42

25

12

4411 1326

42

24

11 26

13

12

18

18

Detail1.03 1.03 Detail Detail 1.01

27

18.1

18.1

25

25

28

27

29

25

30

27 28

28

11

29

29

30

30

26

Detail 1.02

18

19 18

12

23

19 18.1

12

44 15

38

19 18

18.1 Reading Box/Truss detail

1. Folded zincalume 2. Zinc strap stiffeners 3. Zainalume flashing 4. Corrugated sheet metal roofing 5.18.1 Stiffener to rafter beyond 6. Perforated metal flashing 7. 12.5mm plywood ceiling 27 8. 15mm Stainless steel bolt 25 28 29 9. 302x100x5.6mm I-beam 30 10. 50.8x50.8x4.8mm Angle 11.

12. double-glazed window 13. 150x150x7.5mm Cruciform element 14.

15. 2mm sheet steel 16. 140x48x4.2mm C-section 17. 20mm compound wood boarding 18. 140x48x4.2mm C-section 18.1 Continuaous welded steel plywood stop 19. 100mm rock-wool insulation 19.1 Weather stripping secured to plate 19.2 100x100x5.6mm Steel square section enclosure 19.3 Bearing mechanism 19.4 Steel frame 20. compressed-gass-cylinder lifting arm 21. Untreated wattel sections cut to fit steel frame. Fastened to steel frame by self tapering sainless steel screws 22.

25

30

40

Ď­ĎŹ

18

3. The contr

32

the works

architec

architec

4. The contr

36

Detail 1.03

drawings

37

prior to c

9

5. The arch

misinterp

Ď­Í˜ &ŽůĚĞĚ ÇŒĹ?ĹśÄ?ĂůƾžĞ ĎŽÍ˜ Ĺ?ĹśÄ? Ć?ĆšĆŒÄ‚Ć‰ Ć?ĆšĹ?Ä¨Ä¨ÄžĹśÄžĆŒĆ? ĎŻÍ˜ Ä‚Ĺ?ŜĂůƾžĞ ĨůĂĆ?ĹšĹ?ĹśĹ? Ď°Í˜ Ĺ˝ĆŒĆŒĆľĹ?ĂƚĞĚ Ć?ŚĞĞƚ žĞƚĂů ĆŒĹ˝Ĺ˝Ä¨Ĺ?ĹśĹ? ĎąÍ˜ ^ĆšĹ?Ä¨Ä¨ÄžĹśÄžĆŒ ƚŽ ĆŒÄ‚Ä¨ĆšÄžĆŒ Ä?ĞLJŽŜĚ Ď˛Í˜ WÄžĆŒÄ¨Ĺ˝ĆŒÄ‚ĆšÄžÄš žĞƚĂů ĨůĂĆ?ĹšĹ?ĹśĹ? ĎłÍ˜ Ď­ĎŽÍ˜ĎąĹľĹľ Ć‰ĹŻÇ‡Ç Ĺ˝Ĺ˝Äš Ä?ÄžĹ?ĹŻĹ?ĹśĹ? Ď´Í˜ ϭϹžž ^ƚĂĹ?ŜůĞĆ?Ć? Ć?ƚĞĞů Ä?Žůƚ ĎľÍ˜ ĎŻĎŹĎŽÇ†Ď­ĎŹĎŹÇ†ĎąÍ˜Ď˛ĹľĹľ /ͲÄ?ĞĂž Ď­ĎŹÍ˜ ĎąĎŹÍ˜Ď´Ç†ĎąĎŹÍ˜Ď´Ç†Ď°Í˜Ď´ĹľĹľ ĹśĹ?ĹŻÄž Ď­Ď­Í˜ Ď­ĎŽÍ˜ ĚŽƾÄ?ůĞͲĹ?ĹŻÄ‚ÇŒÄžÄš Ç Ĺ?ĹśÄšĹ˝Ç Ď­ĎŻÍ˜ Ď­ĎąĎŹÇ†Ď­ĎąĎŹÇ†ĎłÍ˜ĎąĹľĹľ ĆŒĆľÄ?Ĺ?Ä¨Ĺ˝ĆŒĹľ ĞůĞžĞŜƚ Ď­Ď°Í˜ Ď­ĎąÍ˜ ώžž Ć?ŚĞĞƚ Ć?ƚĞĞů Ď­Ď˛Í˜ Ď­Ď°ĎŹÇ†Ď°Ď´Ç†Ď°Í˜ĎŽĹľĹľ ͲĆ?ÄžÄ?ĆšĹ?ŽŜ Ď­ĎłÍ˜ ώϏžž Ä?ŽžƉŽƾŜĚ Ç Ĺ˝Ĺ˝Äš Ä?Ĺ˝Ä‚ĆŒÄšĹ?ĹśĹ? Ď­Ď´Í˜ Ď­Ď°ĎŹÇ†Ď°Ď´Ç†Ď°Í˜ĎŽĹľĹľ ͲĆ?ÄžÄ?ĆšĹ?ŽŜ Ď­Ď´Í˜Ď­ ŽŜƚĹ?ŜƾĂŽƾĆ? Ç ÄžĹŻÄšÄžÄš Ć?ƚĞĞů Ć‰ĹŻÇ‡Ç Ĺ˝Ĺ˝Äš Ć?ƚŽƉ Ď­ĎľÍ˜ ϭϏϏžž ĆŒĹ˝Ä?ĹŹÍ˛Ç Ĺ˝Ĺ˝ĹŻ Ĺ?ĹśĆ?ƾůĂƚĹ?ŽŜ Ď­ĎľÍ˜Ď­ tÄžÄ‚ĆšĹšÄžĆŒ Ć?ĆšĆŒĹ?ƉƉĹ?ĹśĹ? Ć?ÄžÄ?ĆľĆŒÄžÄš ƚŽ ƉůĂƚĞ Ď­ĎľÍ˜ĎŽ Ď­ĎŹĎŹÇ†Ď­ĎŹĎŹÇ†ĎąÍ˜Ď˛ĹľĹľ ^ƚĞĞů Ć?Ć‹ĆľÄ‚ĆŒÄž Ć?ÄžÄ?ĆšĹ?ŽŜ ĞŜÄ?ĹŻĹ˝Ć?ĆľĆŒÄž Ď­ĎľÍ˜ĎŻ ÄžÄ‚ĆŒĹ?ĹśĹ? žĞÄ?ŚĂŜĹ?Ć?Ĺľ Ď­ĎľÍ˜Ď° ^ƚĞĞů Ä¨ĆŒÄ‚ĹľÄž ĎŽĎŹÍ˜ Ä?Ĺ˝ĹľĆ‰ĆŒÄžĆ?Ć?ĞĚͲĹ?Ä‚Ć?Ć?ͲÄ?LJůĹ?ĹśÄšÄžĆŒ ĹŻĹ?ĨƚĹ?ĹśĹ? Ä‚ĆŒĹľ ĎŽĎ­Í˜ hĹśĆšĆŒÄžÄ‚ĆšÄžÄš Ç Ä‚ĆšĆšÄžĹŻ Ć?ÄžÄ?ĆšĹ?ŽŜĆ? Ä?ƾƚ ƚŽ ĨĹ?Ćš Ć?ƚĞĞů Ä¨ĆŒÄ‚ĹľÄžÍ˜ &Ä‚Ć?ƚĞŜĞĚ ƚŽ Ć?ƚĞĞů Ä¨ĆŒÄ‚ĹľÄž Ä?LJ Ć?ĞůĨ ĆšÄ‚Ć‰ÄžĆŒĹ?ĹśĹ? Ć?Ä‚Ĺ?ŜůĞĆ?Ć? Ć?ƚĞĞů Ć?Ä?ĆŒÄžÇ Ć? ĎŽĎŽÍ˜ ĎŽĎŻÍ˜ &Z D Í— ϲžž Ç ÄžĹŻÄšÄžÄš Ć?ƚĞĞů ĨůĂƚĆ? ĎŽĎ°Í˜ ^ƚĞĞů Ć?ĹŻĹ?ÄšĹ?ĹśĹ? ĹŻĹ˝Ä?ĹŹ žĞÄ?ŚĂŜĹ?Ć?Ĺľ ĎŽĎąÍ˜ ^ƚĞĞů Ä?ŽůƚĆ?͘ dĆŒÄžÄ‚Äš Ä?Ä‚Ć?Ćš Ĺ?ŜƚŽ ƉĹ?ĹŻÄž ĨŽƾŜĚĂƚĹ?ŽŜĆ? ĎŽĎ˛Í˜ ϴϏϏdžϯϏϏdžϯϏϏžž ĆŒÄžĹ?ĹśÄ¨Ĺ˝ĆŒÄ?ĞĚ Ä?ŽŜÄ?ĆŒÄžĆšÄž ƉĹ?ĹŻÄž ĨŽƾŜĚĂƚĹ?ŽŜĆ?͘ Ď­Ď´ĹľWÄ‚ Λώϴ ĚĂLJĆ? ĎŽĎłÍ˜ ώϹϏ ĹľĹ?Ä?ĆŒĹ˝Ĺś WD Ç Ĺ?ƚŚ ĹľĹ?ĹśĹ?žƾž ώϏϏžž ƚĂƉĞĚ Ć?Ĺ?ĚĞ ĂŜĚ ĞŜĚůĂƉĆ? ĎŽĎ´Í˜ ϳϹžž ŽŜÄ?ĆŒÄžĆšÄž Ä¨ĹŻĹ˝Ĺ˝ĆŒ Ć?ĹŻÄ‚Ä? Ç Ĺ?ƚŚ Ć?žŽŽƚŚ ĨĹ?ĹśĹ?Ć?Ĺš ÍžĆ?ĂžƉůĞ ƚŽ Ä?Äž Ä‚Ć‰Ć‰ĆŒĹ˝Ç€ÄžÄšÍż ĎŽĎľÍ˜ ϰϏžž Ĺ?žƉĂÄ?ƚͲĆ?ŽƾŜĚ Ĺ?ĹśĆ?ƾůĂƚĹ?ŽŜ͕ ώžž Ç€Ä‚Ć‰Ĺ˝ĆľĆŒ Ä?Ä‚ĆŒĆŒĹ?ÄžĆŒÍ– ϴϏžž ĆšĹšÄžĆŒĹľÄ‚ĹŻ Ĺ?ĹśĆ?ƾůĂƚĹ?ŽŜ͕ ώžž Ć?ÄžĆ‰ÄžĆŒÄ‚ĆšĹ?ĹśĹ? ĹŻÄ‚Ç‡ÄžĆŒ ĎŻĎŹÍ˜ 'ĆŒÄ‚ÄšÄžÄš Ä‚ĆŒĆšĹš Ä?Ä‚Ä?ŏĨĹ?ĹŻĹŻÍ˜ ŽžƉĂÄ?ƚĞĚ Ĺ?Ĺś ĹŻÄ‚Ç‡ÄžĆŒĆ? ϭϹϏžž DK^ ^,dK͘ ĎŻĎ­Í˜ ĎłĎąÇ†ĎłĎąÇ†ĎąÍ˜Ď°ĹľĹľ Ć?Ć‹ĆľÄ‚ĆŒÄž Ć?ƚĞĞů Ć‰ĆŒĹ˝Ä¨Ĺ?ĹŻÄž ĎŻĎŽÍ˜ WÄžĆŒÄ¨Ĺ˝ĆŒÄ‚ĆšÄžÄš Ĺ?ĹśĆ?ÄžÄ?Ćš Ć?Ä?ĆŒÄžÄžĹś ĎŻĎŻÍ˜ ͲĆ?ÄžÄ?ĆšĹ?ŽŜ ĆŒĹ˝Ĺ˝Ä¨ Ć‰ĆľĆŒĹŻĹ?Ĺś ĎŻĎ°Í˜ ϲϏžž ĹľĹ?ĹśÄžĆŒÄ‚ĹŻÍ˛Ç Ĺ˝Ĺ˝ĹŻ ĆšĹšÄžĆŒĹľÄ‚ĹŻ Ĺ?ĹśĆ?ƾůĂƚĹ?ŽŜ ĎŻĎąÍ˜ WÄžĆŒÄ¨Ĺ˝ĆŒÄ‚ĆšÄžÄš žĞƚĂů ĨůĂĆ?ĹšĹ?ĹśĹ? ĹŻĹ˝Ä?ĂƚĞĚ Ä?ĹŻĹ˝Ć?Äž ƚŽ ŽƾƚĆ?Ĺ?ĚĞ ĞĚĹ?Äž ŽĨ ĆšĹ?Äž Ä?ĞĂž Ä¨Ĺ˝ĆŒ ĨĹ?džĹ?ĹśĹ? ĂŜĚ žĂdžĹ?žƾž Ć‰ĆľĆŒĹŻĹ?Ĺś Ć?ƉĂÄ?Ĺ?ĹśĹ? ƚŽ Ĺ?ÄžĹśÄžĆŒÄ‚ĆšÄž žĂdžĹ?žƾž ĆŒĹ˝Ĺ˝Ä¨ Ĺ˝Ç€ÄžĆŒĹšÄ‚ĹśĹ? ĎŻĎ˛Í˜ ĹŻÄžÄ‚ĆŒ WŽůLJÄ?Ä‚ĆŒÄ?ŽŜĂƚĞ Ĺ˝ĆŒĆŒĆľĹ?ĂƚĞĚ Ć‰ĆŒĹ˝Ä¨Ĺ?ĹŻÄž ĎŻĎłÍ˜ ϳϹdžϹϏžž Ä‚ĹśĹ?ĹŻÄž ƚŽ Ć?ĆľĆ‰Ć‰Ĺ˝ĆŒĆš ŚĂĹ?ĹśĹ?Äž ĂŜĚ Ä‚Ä?Ćš Ä‚Ć? ĆŒÄ‚Ĺ?Ĺś Ä?ĆľÄ¨Ä¨ÄžĆŒ ĎŻĎ´Í˜ ώϹϏdžώϹϏžž ĆšĹ?ĹľÄ?ÄžĆŒ Ä?ŽůƾžŜĆ?͘ ^ĆšĆŒÄžĹśĹ?ƚŚ ƚŽ Ä?Äž Ä‚Ć‰Ć‰ĆŒĹ˝Ç€ÄžÄš Ä?LJ ĞŜĹ?Ĺ?ĹśÄžÄžĆŒ ĎŻĎľÍ˜ ϲžž ĹľĹ?ĹŻÄš Ć?ƚĞĞů Ć?ŚĞĞƚ Ä¨Ĺ˝ĆŒ Ä?ĆŒĆľÄ?Ĺ?Ä¨Ĺ˝ĆŒĹľ ĚĞƚĂĹ?ĹŻ Ď°ĎŹÍ˜ Ď­ĎąĎŹÇ†Ď°ĎŹÇ†Ď°Í˜Ď˛ĹľĹľ ZÄžÄ?ƚĂŜĹ?ĆľĹŻÄ‚ĆŒ Ć?ƚĞĞů ƚƾÄ?Ĺ?ĹśĹ? Ď°Ď­Í˜ Ĺ?ĹśÄ?ĂůƾžĞ ĨůĂĆ?ĹšĹ?ĹśĹ? Ď°ĎŽÍ˜ ^ƚŽŜĞ ƉĂǀĹ?ĹśĹ? Íž^ĂžƉůĞ ƚŽ Ä?Äž Ä‚Ć‰Ć‰ĆŒĹ˝Ç€ÄžÄšÍż Ď°ĎŻÍ˜ Ĺ?ĹśÄ?ĂůƾžĞ͏žĹ?ĹŻÄš Ć?ƚĞĞů Ĺ?ĆľĆšĆšÄžĆŒ Ď°Ď°Í˜ ϯžž Ć?ŚĞĞƚͲžĞƚĂů Ä?Ĺ˝Ç€ÄžĆŒĹ?ĹśĹ? Ć?ĞĂžůĞĆ?Ć?ůLJ ĹŠĹ˝Ĺ?ŜĞĚ

6. The contr

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39

Daycare Center 3D Section - X-Ray View Not to Scale

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ώϹϏžž ZĂžžĞĚ Ä‚ĆŒĆšĹš Ć‰Ä‚ĹśÄžĹŻÍ˜ ^ƚĂÄ?Ĺ?ĹŻĹ?njĞĚ Ç Ĺ?ƚŚ ϲͲϭώК Ä‚Ä?Ä?Ĺ˝ĆŒÄšĹ?ĹśĹ? ƚŽ ƚĞĆ?ĆšĆ?͘ ϭϏϏžž ZĹ?Ĺ?Ĺ?Äš &ŽĂž Ĺ?žƉĂÄ?Ćš Ć?ŽƾŜĚ Ĺ?ĹśĆ?ƾůĂƚĹ?ŽŜ 'ĆŒÄ‚ÄšÄžÄš Ä‚ĆŒĆšĹš Ä?Ä‚Ä?ŏĨĹ?ĹŻĹŻÍ˜ ŽžƉĂÄ?ƚĞĚ Ĺ?Ĺś ĹŻÄ‚Ç‡ÄžĆŒĆ? ϭϹϏžž DK^ ^,dK͘ ώϹϏ ĹľĹ?Ä?ĆŒĹ˝Ĺś WD Ç Ĺ?ƚŚ ĹľĹ?ĹśĹ?žƾž ώϏϏžž ƚĂƉĞĚ Ć?Ĺ?ĚĞ ĂŜĚ ĞŜĚůĂƉĆ? ϳϹžž ŽŜÄ?ĆŒÄžĆšÄž Ä¨ĹŻĹ˝Ĺ˝ĆŒ Ć?ĹŻÄ‚Ä? Ç Ĺ?ƚŚ Ć?žŽŽƚŚ ĨĹ?ĹśĹ?Ć?Ĺš ÍžĆ?ĂžƉůĞ ƚŽ Ä?Äž Ä‚Ć‰Ć‰ĆŒĹ˝Ç€ÄžÄšÍż ώϹžž ƉŽůĹ?Ć?ŚĞĚ Ä?ĞžĞŜƚ Ć?Ä?ĆŒÄžÄžÄš Íž^ĂžƉůĞ ƚŽ Ä?Äž Ä‚Ć‰Ć‰ĆŒĹ˝Ç€ÄžÄšÍż Ä‚Ć?Ćš /ŜͲĆ?Ĺ?ƚƾ Ć?ĹšÄ‚ÄšĹ˝Ç ĹŻĹ?ŜĞ Ä?ŽŜƚĹ?ŜƾŽƾĆ? ĂůŽŜĹ? ĨŽŽƚĹ?ĹśĹ? Ä‚Ĺ?ŜĂĹ?Äž Ä?ŚĂŜŜĞů ŽŜ Ä?ŽŜƚĹ?ŜƾŽƾĆ? ώϹϏ ĹľĹ?Ä?ĆŒĹ˝Ĺś WD Ç Ĺ?ƚŚ ĹľĹ?ĹśĹ?žƾž ώϏϏžž ƚĂƉĞĚ Ć?Ĺ?ĚĞ ĂŜĚ ĞŜĚůĂƉĆ? ϯϏͲϲϏžž ZÄ‚ÄšĹ?ĆľĆ? ĆŒĹ?Ç€ÄžĆŒĆ?ƚŽŜĞĆ? ^ƚŽŜĞ ƉĂǀĞžĞŜƚ ŽŜ WD ÄšĆŒÄ‚Ĺ?ŜĂĹ?Äž ĹŻÄ‚Ç‡ÄžĆŒ ϲϏϏdžϴϏϏžž ĆŒÄžĹ?ĹśÄ¨Ĺ˝ĆŒÄ?ĞĚ Ä?Ä‚Ć?Ćš Ĺ?ŜͲĆ?Ĺ?ƚƾ Ä?ŽŜÄ?ĆŒÄžĆšÄž ĨŽŽƚĹ?ĹśĹ? Ç Ĺ?ƚŚ Ć?žŽŽƚŚ ŽĨĨͲĆ?ĹšĆľĆšĆšÄžĆŒ ĨĹ?ĹśĹ?Ć?Ĺš Íž^ĂžƉůĞ ƚŽ Ä?Äž Ä‚Ć‰Ć‰ĆŒĹ˝Ç€ÄžÄšÍż

ϲ

JN

580_01

VS

C

11|11|03

00

1:100

DB 100

00

BOW 608

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

provisions

being car

occupatio

8. The contr

9

horizonta

items. An

continuat

9. The contr

installatio

39

10. All structu

structural

structural

38

be certifie

11. Drawings

12. Refer to p

Detail 1.05: Roof to Column Connection with Polycarbonate Panel Scale 1:10

rev date

Ď´

42. 42. StoneStone paving paving (Sample (Sample to beto approved) be approved) 26 23.

FRAME: 6mm welded steel ats 40 40 15 43. 43. Zincalume/mild Zincalume/mild steel steel guƊerguƊer 24.

Steel sliding lock mechanism 18.1 44.

44.

3mm 3mm sheet-metal sheet-metal covering covering seamlessly seamlessly joinedjoined 25.

Steelbolts. bolts. Tread Tread cast cast into into44pile pile foundaĆ&#x;ons foundations Steel 12 26.

800x300x300mm reinforced reinforced26concrete concrete pile pile foundations.

800x300x300mm foundaĆ&#x;ons. 18mPa @28 days 13 26 27 27.

250micron micron DPM DPM with with minimum minimum 200mm 200mm taped 25 taped side side and and en endlaps 250 28 29 28.

75mm Concrete Concrete Ňoor oor slab slab with smooth ďŹ nish (sample 19 18 30 75mm 17 with smooth ÄŽnish (sample to be approved) 9 2 3 4 29.

40mm impact-sound insulation, 2mm vapour barrier; 8 42 18 40mm impact-sound insulaĆ&#x;on, 2mm vapour barrier; 80mm30thermal insulaĆ&#x;on, 2mm seperaĆ&#x;ng layer 6 26 30.

GradedEarth Earth backÄŽll. backďŹ ll. Compacted Compacted in layers layers 150mm Graded in 150mm MO MOS AASHTO. 11 31.

75x75x5.4mm square square steel steel proÄŽle proďŹ le 7 75x75x5.4mm 15 32.

Perforated insect screen 33.

C-section roof purlin 18.1 44 12 34.

60mm mineral-wool mineral-wool thermal thermal insulation 60mm insulaĆ&#x;on 13 35.

Perforated metal metal Ňashing ashing located located close to 27 Perforated close to outside outside edge of Ć&#x;e beam for ÄŽxing and maximum purlin spacing to North 25 generate maximum roof overhang 28 29 30 36.

ClearPolycarbonate Polycarbonate Corrugated Corrugated proÄŽle proďŹ le Clear 42 37.

75x50mm angle angle to to support support hainge hainge and act 26 75x50mm and act as as rain rain buf buffer BATHO COMMUNITY CENTRE 38.

250x250mm timber columns. Strength to be approved b 250x250mm Ć&#x;mber columns. Strength to be approved by engineer NEW COMMUNITY 39. BUILDING6mm mild steel sheet for cruciform detail 6mm mild steel sheet for cruciform detail ERF : 320, BATHO, BLOEMFONTEIN 40.

150x40x4.6mm Rectangular steel tubing 150x40x4.6mm Rectangular steel tubing 41.

Zincalume ashing Detail 1.04: Stabilized Insulated Rammed Earth wall and Drainage channel details 42.

Stone paving (Sample to be approved) Scale 1:10 Stone paving (Sample to be approved) 43.

Zincalume/mild steel gutter 44.

3mm sheet-metal covering seamlessly joined 3mm sheet-metal covering seamlessly joined drawn checked date

23. FRAME: 6mm welded steel flats 24. Steel sliding lock mechanism 25. Steel bolts. Tread cast into pile foundations 26. 800x300x300mm reinforced concrete pile foundations. 18mPa @28 days 27. 250 micron DPM with minimum 200mm taped side and endlaps 28. 75mm Concrete floor slab with smooth finish (sample to be approved) 25 29. 40mm impact-sound 2 insulation, 2mm vapour barrier; 80mm thermal insulation, 2mm 1. seperating layer 250mm Rammed Earth panel. Stabilized with 6-12% according to tests.

30. Graded Earth backfill. Compacted in layers 150mm MOS AASHTO. 40 2.

100mm Rigid Foam impact sound insulation 31. 75x75x5.4mm square steel profile 3.

Graded Earth backďŹ ll. Compacted in layers 150mm MOS AASHTO. 32. Perforated insect screen 33. C-section roof purlin 250 250mm micron DPM withEarth minimum 200mm taped side and endlaps 2 2 1.4. 1.

250mm Rammed Rammed Earth panel.panel.

Stabilized Stabilized with 6-12% with 6-12% according according to tests. to tests.

26 34. 60mm mineral-wool thermal insulation 5. 2.

75mm Concrete oor slab with sound smooth ďŹ nish (sample to be approved) 1 1 100mm 100mm Rigid Foam Foam impact impact sound insulation insulation 35. Perforated metal flashing located close to outside edge of tie beam for fixing and 2. maximum purlin spacing to Rigid rev. job no. family stage zone series 6.

25mm polished cement screed (Sample to be approved) 3. 3.

Graded Graded EarthEarth backďŹ ll. backďŹ ll.

Compacted Compacted in layers in layers 150mm 150mm MOS MOS AASHTO. AASHTO. generate maximum roof overhang Cast In-situ shadow continuous along footing 36. Clear Polycarbonate Corrugated profile 4.7. 4.

250 micron 250 micron DPM DPM withline minimum with minimum 200mm 200mm taped taped side and sideendlaps and endlaps 37. 75x50mm angle to support hainge and act as rain buffer Dainage channel on continuous 250smooth micron DPM with 200mm taped side and endlaps 5.8. 5.

75mm 75mm Concrete Concrete oor oor slab with slab smooth with ďŹ nishďŹ nish (sample (sample tominimum beto approved) be approved) 138. 250x250mm 1 1 to be1 approved by engineer nicola botes, Johannes nel, markus jordaan, timber columns. Strength 9.

30-60mm Radius riverstones victor salzmann 39. 6mm mild steel sheet for cruciform detail 40. 150x40x4.6mm Rectangular steel tubing 41. Zincalume flashing 42. Stone paving (Sample to be approved) 43. Zincalume/mild steel gutter assignment: project documentation 44. 3mm sheet-metal covering seamlessly joined

the works

7. The contr

38

37

26

39

Detail 1.02: Floor Detail Scale 1:10

29

11

26

13

20

27

13

19.2

18

12

44

42

8

17

26

23

15

19

11

18

18

11

13

18.1

17

20

12

44

16

19.1 19.2

10

17

21

19.3 19.4

9

1:10

39

19

15

34

17

6

19.1 19.2 Detail 1.01: 17

13

12

40

19.3 Scale 19.4

37

5

18

23

5

40

8

18

40 23 2

7

2

9

3 24

building d

40

9

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when set

be report

31

10

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18.1

2. The contr

dimension

33

41

3

17

suppleme

31

10

32

41

18.1

19.1 19.217 19.3 20 19.4

1. All genera

36

4

1

19.3 19.4

16

the prior con

GENERAL

34

31

17

document(s)

32

35

43

19.1 19.2

relating to a

with the pro

36

15

In accordan

31

10

40

31

19

33

1.

Folded zincalume 41 with the project remain the property and copyright of the architect , subject to 2.

Zinc strap sĆ&#x;ÄŤeners their use by the client for the particular project to which this document relates, 3.

Zainalume Ňashing and the client shall not be entitled, either directly or indirectly, to make use of the 36 36 document(s) for any additional or similar works or publish the same except with Corrugated sheet metal rooĎng 35 1.4. 1.

Folded Folded zincalume zincalume the prior consent from the architect SĆ&#x;ÄŤener to raĹŒer beyond 2.5. 2.

Zinc strap Zinc strap sĆ&#x;ÄŤeners sĆ&#x;ÄŤeners 34 GENERAL NOTES: 6.

Perforated metal Ňashing 34 3. 3.

Zainalume Zainalume Ňashing Ňashing 32 7.

12.5mm plywood ceiling 33 1. All general notes apply to all drawings, details, specifications & any 4 4. 4.

Corrugated Corrugated sheetsheet metalmetal rooÄŽng rooÄŽng 37 supplementary information: all contractual documentation.

15mm Stainless steel bolt 31 5.8. 5.

SĆ&#x;ÄŤener SĆ&#x;ÄŤener to raĹŒer to raĹŒer beyond beyond 43 2. The contractor is responsible for checking all levels & dimensions on site 9 302x100x5.6mm I-beam 6.9. 6.

Perforated Perforated metalmetal Ňashing Ňashing when setting out, prior to commencing construction & cross checking all 41 10.

50.8x50.8x4.8mm Angle Detail 1.01 40 building dimensions during the construction process. Read only figured 3 7. 7.

12.5mm 12.5mm plywood plywood ceiling ceiling 37 dimensions, indicated in millimetres, &37 do not scale. Any discrepancies are to 8.11. 8.

15mm Stainless Stainless steel steel bolt bolt 7 15mm be reported in writing to the architect prior to continuation of work. double-glazed window 1 2 9 9 9.12. 9.

302x100x5.6mm 302x100x5.6mm I-beam I-beam 3. The contractor is responsible for the works co-ordination & programming of 13.

150x150x7.5mm Cruciform 39 the works. All consultant & shop drawings are to be cross checked with the 40 10. 10. 50.8x50.8x4.8mm 50.8x50.8x4.8mm AngleAngleelement architect drawings. Any discrepancies are to be reported in writing to the 14.

11. 11.

34 architect prior to continuation of work.

8 15. 12.

2mm sheet steel 12. double-glazed double-glazed window window 4. The contractor is responsible for reporting any deviation from the architect 38 4 6 39 16. 13. 150x150x7.5mm 140x48x4.2mm C-secĆ&#x;on drawings & specifications. Written approval 40 is required from the architect 13.

150x150x7.5mm Cruciform Cruciform element element 39 5 Detail 1.01 prior to construction & installation commencing.

17. 914.

20mm compound wood boarding 14.

5. The architect accepts no responsibility for errors resulting from the 10 18. 15. 2mm 140x48x4.2mm C-secĆ&#x;on 15.

2mm sheetsheet steel steel misinterpretation of drawings or specifications. If in doubt, query details.3 38 40 38 18.116. 140x48x4.2mm ConĆ&#x;nuaous welded steel plywood stop 6. The contractor is responsible for: compliance with all applicable SABS 0400 16.

140x48x4.2mm C-secĆ&#x;on C-secĆ&#x;on 11 7 standards, manufacturer’s installation instructions, procedures & 19. 17. 1320mm 100mm rock-wool insulaĆ&#x;on 1 2 17.

20mm compound compound wood wood boarding boarding Detail 1.03 recommendations & local authority regulations in respect of the full scope of secured to plate 19.1 Weather stripping 18. 18. 140x48x4.2mm 140x48x4.2mm C-secĆ&#x;on C-secĆ&#x;on the works. This requirement shall not be deemed to be superseded by the 40 14 19.218.1 ConĆ&#x;nuaous 100x100x5.6mm Steel square secĆ&#x;on provisions of any other contract document.

18.1 ConĆ&#x;nuaous welded welded steel steel plywood plywood stopenclosure stop 19 7. The contractor is responsible for all construction procedures & methodology 19.319.

Bearing mechanism Detail 1.06 8 19.

100mm 100mm rock-wool rock-wool insulaĆ&#x;on insulaĆ&#x;on being carried out & implemented in strict accordance with the latest 15 6 19.419.1 Weather SteelWeather frame secured secured to plate to plate 19.1 stripping stripping occupational health & safety act & regulations.

1. is responsible forFolded zincalume 5 20. 919.2 100x100x5.6mm compressed-gass-cylinder liĹŒing arm 8. The contractor checking all opening sizes & vertical & 21 19.2 100x100x5.6mm Steel Steel square square secĆ&#x;on secĆ&#x;on enclosure enclosure 16 Zinc strap stieners horizontal 2. position prior to the construction, manufacture & installation of fitted 21. 19.3 Bearing Untreated waĆŠel secĆ&#x;ons cut to ÄŽt steel frame. Fastened to steel frame by self tapering sainless steel screws 10 19.3 Bearing mechanism mechanism items. Any3. discrepancies are toZainalume be reported in writing to the architect prior to ashing 22.18.1 19.1 19.4 19.4 Steel Steel frameframe continuation of work.

19.2 rooďŹ ng 4.

Corrugated sheet metal 17 11 23.

FRAME: 6mm welded steel Ňats 9. The contractor is responsible for the provision of guarantees for all materials, 13 20. 20. compressed-gass-cylinder compressed-gass-cylinder liĹŒingliĹŒing arm arm 19.3 18 5.& systems, to be issued Stiener to rafter beyond installations to the architect at practical completion.

24. 21. Untreated SteelUntreated sliding lock mechanism 19.4 21. waĆŠel waĆŠel secĆ&#x;ons secĆ&#x;ons cut tocut ÄŽt to steel ÄŽt steel frame. frame.

Fastened Fastened to steel to steel frameframe by self bytapering self tapering sainless sainless steel steel screws screws 10. All structural detailed, specified & supervised by the 6.work is to be designed, Perforated metal ashing 14 25. 22.

Steel bolts. Tread cast into pile foundaĆ&#x;ons 22. structural engineer & is to be carried out in strict accordance with this. All Detail 1.02 Detail 1.02 7.

12.5mm plywood ceiling 19 26.

800x300x300mm reinforced concrete pile foundaĆ&#x;ons.

18mPa @28 days structural work is to be built from the engineer’s drawings and the stability is to 23. 23. FRAME: FRAME: 6mm6mm welded welded steel Ňats steel Ňats 15mm Stainless steel bolt be certified8. by the structural on completion of the works.

15 engineer 27. 24. Steel 250 Steel micron DPMmechanism withmechanism minimum 200mm taped side and endlaps 20 24. sliding sliding lock lock 11. Drawings are the purpose intended.

9. only to be read for302x100x5.6mm I-beam 28. 25. Steel 75mm Concrete Ňoor slabpile withfoundaĆ&#x;ons smooth ÄŽnish (sample to be approved) 25.

Steel bolts. bolts.

TreadTread cast into cast into pile foundaĆ&#x;ons 12. Refer21 to project data sheet for comprehensive notes & specifications.

10.

16 50.8x50.8x4.8mm Angle 29. 26. Daycare 40mm impact-sound insulaĆ&#x;on, 2mm vapour 80mm thermal insulaĆ&#x;on, rev date description Center Section reinforced Detail 1.07 2mm seperaĆ&#x;ng layer Daycare Center 3D Section 26.

800x300x300mm 800x300x300mm reinforced concrete concrete pile foundaĆ&#x;ons. pilebarrier; foundaĆ&#x;ons.

18mPa 18mPa @28 @28 days days 11.

ScaleGraded 1:50 Not to Scale 30.

Earth backÄŽll.

Compacted in layers 150mm MOS AASHTO. 19.1 200mm 200mm taped taped side and side endlaps and endlaps 27. 27. 250 micron 250 micron DPM DPM with minimum with minimum 12. double-glazed window 18.1 19.2 17 31. 28. 75mm 75x75x5.4mm square steel proÄŽle 28.

75mm Concrete Concrete Ňoor Ňoor slab with slab smooth with smooth Ďnish Ďnish (sample (sample to be to approved) be approved) 19.3 150x150x7.5mm element 13.

150x150x7.5mm Cruciform Cruciform 18 32.

Perforated insect screen 19.4 29. 29. 40mm 40mm impact-sound impact-sound insulaĆ&#x;on, insulaĆ&#x;on, 2mm2mm vapour vapour barrier; barrier; 80mm 80mm thermal thermal insulaĆ&#x;on, insulaĆ&#x;on, 2mm2mm seperaĆ&#x;ng seperaĆ&#x;ng layer layer 14.

33. 30. Graded C-secĆ&#x;on roof purlin 30.

Graded Earth Earth backÄŽll. backÄŽll.

Compacted Compacted in layers in layers 150mm 150mm MOS MOS AASHTO. AASHTO. 15.

2mm sheet steel 34. 31. 75x75x5.4mm 60mm mineral-wool thermal insulaĆ&#x;on 31.

75x75x5.4mm square square steel steel proÄŽle proÄŽle 16.

140x48x4.2mm C-section 35. 32. Perforated Perforated metal Ňashing located close to outside edge of Ć&#x;e beam for ÄŽxing and maximum purlin spacing to 32.

Perforated insect insect screen screen 20 17.

20mm compound compound wood wood boarding 20mm generate roof 33.

33. maximum C-secĆ&#x;on C-secĆ&#x;on roof overhang purlin roof purlin 18.

140x48x4.2mm C-section 36.

Clear Polycarbonate Corrugated proÄŽle 34. 34. 60mm 60mm mineral-wool mineral-wool thermal thermal insulaĆ&#x;on insulaĆ&#x;on 18.1 Continuaous welded welded steel steel plywood stop ConĆ&#x;nuaous 1. Folded zincalume 37. 35. Perforated 75x50mm anglemetal to support hainge and actoutside as buffer for ÄŽxing and maximum and maximum purlinpurlin spacing spacing to to 2. Zinc strap stiffeners 35.

Perforated metal Ňashing Ňashing located located close to torain outside edge edge of Ć&#x;eof beam Ć&#x;e beam for ÄŽxing 10 close 19.

100mm rock-wool insulation 38. generate 250x250mm Ć&#x;mber columns. Strength to be approved by engineer 3. Zainalume flashing generate maximum maximum roof overhang roof overhang 19.1 Weather stripping stripping secured secured to plate Weather 4. Corrugated sheet metal roofing 39.

6mmPolycarbonate mildPolycarbonate steel sheet forCorrugated cruciform detail Corrugated proÄŽle proÄŽle 19.2 100x100x5.6mm Steel Steel square secĆ&#x;on section enclosure 36. 36. ClearClear 100x100x5.6mm 5. Stiffener to rafter beyond 40. 37. 75x50mm 150x40x4.6mm Rectangular steel tubing 37.

75x50mm angle angle to support to support hainge hainge and act and as act rain as buffer rain buffer 6. Perforated metal flashing 19.3 Bearing mechanism 1 1 41. 38. 250x250mm Zincalume Ňashing 25 7. 12.5mm plywood ceiling 38.

250x250mm Ć&#x;mber Ć&#x;mber columns. columns.

Strength Strength to beto approved be approved by engineer by engineer 19.4 Steel frame 8. 15mm Stainless steel bolt 42. 39.

Stone paving to cruciform be 19 18 39.

6mm 6mm mild steel mild(Sample steel sheetsheet for forapproved) cruciform detaildetail 20. compressed-gass-cylinder lifting arm 17 liĹŒing 40 compressed-gass-cylinder 9. 302x100x5.6mm I-beam 43.

Zincalume/mild steel guĆŠer 18 40. 40. to 150x40x4.6mm Rectangular Rectangular steel steel tubing tubing 21.

Untreated waĆŠel wattel secĆ&#x;ons sections cut to ÄŽt ďŹ t steel frame. FFastened 10. 50.8x50.8x4.8mm Angle Untreated steel150x40x4.6mm frame by self tapering sainless steel screws 44. 41. Zincalume 3mm sheet-metal covering seamlessly joined 41.

Zincalume Ňashing Ňashing 25 25 11.

22. relating to assignment, all documents prepared by the architect in connection

34

40 40

8

6

40

7

9 10

21

7

8

6

5

5

34

7

3

14

19.2

4

2

3

32

36 with the relevant clauses of the Copyright Act (Act 98 of 1978) In accordance

3

COPYRIGH

32

COPYRIGHT:

4

250mm Rammed Earth panel. Stabilized with 6-12% according to tests.

Graded Earth backfill. Compacted in layers 150mm MOS AASHTO. 250 micron DPM with minimum 200mm taped side and endlaps 75mm Concrete floor slab with smooth finish (sample to be approved) 25mm polished cement screed (Sample to be approved) Cast In-situ shadow line continuous along footing Dainage channel on continuous 250 micron DPM with minimum 200mm taped side and endlaps Stone pavement on DPM drainage layer 600x800mm reinforced cast in-situ concrete footing with smooth off-shutter finish (Sample to be approved) 100mm Rigid Foam impact sound insulation 30-60mm Radius riverstones

12. double-glazed window 13. 150x150x7.5mm Cruciform element 14.

15. 2mm sheet steel 16. 140x48x4.2mm C-section 17. 20mm compound wood boarding 18. 140x48x4.2mm C-section 18.1 Continuaous welded steel plywood stop 19. 100mm rock-wool insulation 19.1 Weather stripping secured to plate 19.2 100x100x5.6mm Steel square section enclosure 19.3 Bearing mechanism 19.4 Steel frame 20. compressed-gass-cylinder lifting arm 21. Untreated wattel sections cut to fit steel frame. Fastened to steel frame by self tapering sainless steel screws 22.

23. FRAME: 6mm welded steel flats 24. Steel sliding lock mechanism 25. Steel bolts. Tread cast into pile foundations 26. 800x300x300mm reinforced concrete pile foundations. 18mPa @28 days 27. 250 micron DPM with minimum 200mm taped side and endlaps 28. 75mm Concrete floor slab with smooth finish (sample to be approved) 29. 40mm impact-sound insulation, 2mm vapour barrier; 80mm thermal insulation, 2mm seperating layer 30. Graded Earth backfill. Compacted in layers 150mm MOS AASHTO. 31. 75x75x5.4mm square steel profile 32. Perforated insect screen 33. C-section roof purlin 34. 60mm mineral-wool thermal insulation 35. Perforated metal flashing located close to outside edge of tie beam for fixing and maximum purlin spacing to generate maximum roof overhang 36. Clear Polycarbonate Corrugated profile 37. 75x50mm angle to support hainge and act as rain buffer 38. 250x250mm timber columns. Strength to be approved by engineer 39. 6mm mild steel sheet for cruciform detail 40. 150x40x4.6mm Rectangular steel tubing 41. Zincalume flashing 42. Stone paving (Sample to be approved) 43. Zincalume/mild steel gutter 44. 3mm sheet-metal covering seamlessly joined

30

27

ÂŹ

ÂŹ 9

25 40

26

25 40

Detail 1.07: Column on steel plate connection to Reinforced Concrete Pile foundation Detail Scale 1:10

BATH 26

NEW COMM ERF : 320,

drawn

JN job no.

580_0

nicol

assign

10

tectonic structure

Model by J Nel + M Jordaan

Community centre

J Nel + M Jordaan + N Botes + V Salzman

11

COMMISSIONS

11

COMMISSIONS In search of constant improvement, I explore and integrate new technologies and creative ideas into my workflow.

Commissions feature visualizations done for J. Opperman. The client required certain views to illustrate technical details and material character as well as communicate a definite ‘zeitgeist’ of the proposed scheme.

I enjoyed the creative freedom and the exploration and creation of new materials and the implementation of foliage to create a sense of realism and thus a sense of place.

Model: J. Opperman printed with permission

12 RENDER DEVELOPMENT This section displays self development of 3D modelling, texturing, lighting, composition, rendering and post-editing of various places and spaces.

The determination to improve in the field of architectural communication is constantly expanded by my exploration of the newest techniques and equipment.

Salk Institute - Louis Kahn

Model by Evermotion Texturing, Lighting, Rendering by author

Interior Scene

Model by Evermotion Texturing, Lighting, Rendering by author

Interior Scene

Model by Evermotion Texturing, Lighting, Rendering by author

for

T +277 3090 7070 /// johannes_kaizen@me.com