Architecture Portfolio - Kier C. Bothwell

kier bothwellarchitectural assistant - part 2

architecture isnt just for special occasions.expectations need to change.places for daily activities should be highly valued.people can have more than they think.We expect great qualities in buildings like museums;shouldnt we also expect them in places for everyday living?an individuals self-image is based on the quality of his or her daily life.

Julie eizenberg, architect (2006)

____________________________________________________________________________________________________

Kier calluMbothwell_____________________________________nationality: irish // south africanirish passport no.: pt3306905current address: 49 jackson road holloway, n7 6eG london, united kingdomdate of birth: 02.10.1989gender: malelanguages: english // afrikaans

eDUCAtioN

University of the witwatersrand Johannesburg2013 // Master of architecture (professional) (riBa part 2)cum laude 2012 // Bachelor of architectural studies with honoursdesign studio passed with distinction2010 // Bachelor of architectural studies (riBa part 1)architectural design & theory III passed with distinction

St Stithians boys College Johannesburg2007 // Full Matric exemption (independent examination Board)

CoNtiNUeD eDUCAtioN

2014 // sacap candidate architect 2011 // student representative for the south african council for the architectural profession (sacap) accreditation for the university of cape towns school of architecture2010 // Digital Design and Fabrication Workshop held in Johannesburg by Kristof crolla & Jeroen van ameijden from the architectural association school of architecture in london

ProFeSSioNAl eXPerieNCe

hood Napier Architects Johannesburg2014 // candidate architect2012 // Junior architect2011 // Junior architectdesign development, 3d modelling & rendering in revit, autocad drafting & technical documentation, project management, site management & snagging, presentations, client/architect liaison

reFerences aVailaBle upOn reQuest

hoNoUrS + AwArDS

DM burton Prize the best graduand in the discipline of architecture // 2013

Saul Margo Memorial PrizeThe final year student whose performance over the entire curriculum for the degrees of architecture is judged to be the most meritorious // 2013

Frank Gordon Mcintosh Prize in Architecturethe Master of architecture (prof.) graduand who submitted the best architectural design and discourse on some aspect of architectural construction or the best set of drawings // 2013

Second Year Design Studio tutor // 2013

the everite Prizethe best graduand in the Bachelor of architectural studies // 2010

Gauteng institute for Architecture Awardthe Bachelor of architecture studies graduand who submits the most comprehensively resolved major project in the course architectural theory & Design // 2010

MDS Architects Prizethe student who submits the best design project for a commercial building in the final year of study for the Bachelor of Architectural studies degree // 2010

Certificate of Merit // 2010

the Deans list awarded to the top 10% of students in the faculty of the built environment // 2010/2012/2013

Member of the international Golden key Society

School Prefect // 2007

Academic Colours // 2007

Art Colours // 2007

Shirley woodhouse Award for Art // 2007

School Art Prize // 2005/2006

SkillSet

Computer revit / autocaD / adobe photoshop / adobe inDesign / Microsoft suiteBasic Knowledge: sketchup pro / adove illustrator / rhinoceros / Grasshopper

PhysicalModel production / hand drafting / project Management

[email protected] // +44 7467 492638

eDucatiOnaleXperience_____________________________________________________________________________________________

Redefining Perceptions and Integrating the Police Station in City and Suburban

master of architecture (professional) design & theory dissertationcity & suburban, jhb // 2013 the dissertation proposes a hybrid police station which comprises a police museum and library, located in the historical Three Castles Cigarette Factory, a lecture hall, retail space, a youth zone, police dormitory in the former Nugget Hotel and a public square. through this diverse programmatic approach and careful design considerations for the polices specific requirements to operate, hierarchies of circulation, the celebration of old and new, materials inspired by the context, use of light and shadow, water and sound, vegetation and visual connections, this new police station challenges negative perceptions associated with policing in south africa and begins to integrate the people and the states strong-arm of power; redefining perceptions from the past.

Please follow link for complete thesis: http://issuu.com/kierbothwell/docs/kier_c._bothwell_-_rotten_potatoes_

rotteN PotAtoeS_____________________________________________________________________________________________________

towards the Three Castles Cigarette Factory and the police stations Main entranceRevit to Photoshop

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top of page: north elevationabove:longitudinal section through police stationAutocad

Ground Floor planAutocad

Copy right:

Water reticulation:

Electrical notes:

D A T E

R E V

D E S C R I P T I O N

J O B N O

D A T E

D R A W I N G

D R A W I N G N OS C A L E

R E V P R O J E C T

WIL.22.05.14

Wil-021:50

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1

General notes:

Setting out, excavation & site operations - SANS 10400-G & F

Structural notes:

Roof notes - SANS 10400 - L

Drainage - SANS 10400-PTo all wc's provide 100 mm waste pipes.

all vents shall finish 900mm minimum above any roof finish.

provide overflow gully at lowest point of drainage system include gully to

pool if at lowest point.

This drawing is copyright reserved and remains the property of the architect any

changes to the internal or external structure by any other design party will not be

permitted without first confirming with the architect. No part of this drawing may be

copied or used by any other party or other designer without permission from the

architect. All materials to be SABS or agreement board approved. All work to

comply with the National Building Regulations (SANS 10400) the applicable SABS

codes & building society regulations.

The architects specification, instructions, larger scaled details drawings, engineers

details etc. shall take preferance to these drawings. These drawings are not to be

scaled, use figured dimensions only. All material and workmanship to be the best

of their respective kinds and to conform with SABS standards and specifications,

all work to be carried out in strict accordance with architects instructions. Materials

used & applied must be referred to using manufactures printed instructions.

Contractor to arrange and ensure that all required inspections are carried out by

the local building inspectorate. On completion of contract, all rubbish and rubble is

to be removed from the site, and may not be used as fill, unless otherwise directed.

Provide and erect in approved position, standard architects notice board. All

habitable rooms to be provided with natural light and ventilation as set out in SANS

10400-O. The architect will not be held responsible for the quality of the

workmanship. The construction of the building may not commence without

approval of the building plans through council.

Drawings are prepared from surface examination of site only. Depth of foundations,

height of plinths number of steps & final finished ground levels to be determined by

the contractor & engineer on site & confirmed with the architects. Top of all

foundations to be a minimum 500mm below the finished ground. Any changes of

levels deemed necessary on site must be first reported to and approved by the

architect. All levels, dimensions, building lines and other data to be checked on site

and any discrepancies are to be reported to the architect and engineer for

correction. The architect will not be held responsible for dimensional errors if not

notified at the time of commencing work on site.

Build in precast prestressed concrete lintels (SABS approved) above all openings.

Depth of foundation trenches to be a min of 500mm below ground level.

Foundations to be set on firm supportable ground and to be checked & confirmed

by engineer. New concrete surface bed to be a minimum of 15mpa 100mm thick

on damp proof membrane DPM (gunplas green or equivalent) on sand blinding on

well compacted fill. Top of concrete surface bed to be a min of 150mm above NGL.

Provide approved dpc (gundle brickgrip or equivalent ) under all walls & window

sills & provide vertical dpc.s to all changes of floor levels. All surface beds to be

finished with 30mm minimum sand cement screed unless otherwise detailed or

specified. All brickwork to receive brickforce every 4 courses all openings to

receive brickforce every course for 3 courses extending 1m past opening on both

sides. All stairs unless otherwise detailed to have equal risers 185mm maximum

with equal treads 250mm minimum. Provide handrail at 900mm height where

number of risers exceed five & 1m high to balconies & landings and a min of

100mm baluster spacing according to NBR. The FFL at changes between floor

finishes must remain constant. contractor to take account of differences in depths

of floor finishes when screed is laid.

Rafters & trusses to be tied down with galvanized hoop iron threaded through four

courses of brickwork. Parapet walls to min of 300mm above roof level. Provide all

required flashings and counter flashings at changes in roof levels. Abutments

between roof and parapet walls, chimneys, roof valleys & ridges. Provide approved

insulation over all ceilings. Flat rooves to have 50mm chip stone on raised mesh

grill or ceramic tiles on durbigum (sp4) waterproofing to specialist details, on 50mm

screed to falls to downpipe on 170 and/or 255mm concrete slab to engineers

details. design & specifications downpipes to be chased into walls & plastered

using wire mesh & plaster at a min size of 75

Provide inspection eyes (ie) at all junctions and rodding eyes (re) to all bends,

changes in direction and ramps. Provide ie at every 24 meters along straight run of

drain, provide such with purpose made marked cover plates at finished ground

level. All sanitary fittings to be provided with 65mm reseal traps and air valve (AV).

provide 50 anti siphon pipe where vertical drop exceeds 1200mm. Drains shall

have minimum fall 1:60 or maximum fall 1:5. Where drains pass under building,

provide adequate protection to ensure no load is transferred to drain from building.

Drains must have straight runs where passing beneath buildings. Pipes to have re's

at either end. All ie & re,s to be accessible. To all wash hand basins & vanity

basins provide 32 mm waste pipes. To all sinks, baths,

showers, laundry trough and urinals provide 38mm waste pipes.

All electrical work to be done by licenced electrician and all work and to be carried

out according to SABS standards. Contractor to ensure a 3 phase supply &

adequate circuit breakers provided. Electrician to provide compliance certificate.

All hot water circulation pipes, and all externally exposed pipes to be insulated

along their entire length with 25mm canvas wrapped fibre insulation and sealed

with sealer paint. All externally exposed pipes to be covered in weatherproof GMS

jacket.

the architect will not be held responsible for any discrepancies which may arise as

a result of unapproved plans by local authority and owner. please note that the

signed approval of this plan by owner must be obtained before construction can

comm

ence. all specifications by developer overides plans. the architect must be

informed in writing of any changes to these plans. sewer and water connection to

be confirmed with engineer before building comm

ences the contractor shall provide

all assistance & everything necessary to enable the accuracy of the setting out to

be checked. checking of the setting out shall not relieve the contractor of his

responsibility for correctness thereof & the contractor shall rectify any errors in the

works that may arise from incorrect setting out without any adjustment to the

contract sum. the contractor/client may not claim against the architect as a result

of discrepencies or errors not reported to the architect before construction

Disclaimer:

demolition of all walls to be confirmed by structural engineer

all dimensions to be checked on site prior to ordering or installing all windows & doors

Fax.0 8 6 6 1 0 1 7 2 6

p o n e t s u i t e 6 9 7 p r i v a t e b a g x 1 5 3

n i c k @ h o o d n a p i e r . c o . z a

e-mail.

l a r a h o o d

n i c k n a p i e r

0 8 2 9 0 2 4 1 9 9

0 8 3 2 6 6 7 4 6 2

B.Arch. M.I.A. R.I.B.A.

Reg. No 7019Reg. No ST 0617l a r a @

h o o d n a p i e r . c o . z a

e-mail.

b r y a n s t o n 2 0 2 1 ground floor plan proposed new house for

on Portion 1 of ERF 314

Wilson Nkosi

Sandown Ext. 24

13.6.2014

1

council submission

atrium

serve

r

room

C

C

A

A

B

B

C

C

covered patio

T.O.C.

-0,680tiles

diningT.O.C.-0,510tiles

kitchen

tiles

scullery

T.O.C.

-0,510tiles

pantry

tiles

loungetiles

family room

T.O.C.

-0,680tiles

entrance hall

T.O.C.

0,000tiles

double garage

T.O.C.

0,170tiles

studyT.O.C.0,000tiles

staff room

T.O.C.

0,000tiles

storetiles

storeT.O.C.0,170tilesgue

st wc

tiles

sinksink

d/w

w/m

t/d

gulley

whb

geberitwc

whb

whb

wc

wc

shr

sink

fr

fr

p/b

extractor above

gas stove

driveway

pavers

T.O.C.

-0,850tiles

poolby specialist

deep end

shallow end

kitchen layout detailing,

counters and cupboards

to specialist detailsto specialist details

final kitchen electrical layout

gas braai

gas fireplace

gas fireplace

stair note:

risers @ 170mm

treads @ 280mm

12

3

up

up1

23

stair note:

risers @ 170mm

treads @ 300mm

170m

m ste

p dow

n

170m

m ste

p dow

n

170m

m ste

p dow

n

weather step down

230 fire wall

fire door30min solid

230 fire wall

230 f

ire wa

ll

Floor laid to 1% fall

screed & tiles

laid to a min fall

screed & tiles

laid to a min fall

shelves

line of cantilevered

slab above

ramp up to garage floor level

aluminium automated sectional horizontally slatted door

rcl @ 2125mm ht

rcl @ 2465mm ht


slab above

beam

@ 28

05mm h

t

beam @ 2805mm ht

line of rc bridge above

Side shower walls

and floor to be

correctly sealed

and waterproofed

water feature

by specialist

paving

infraset village cobble with

a dump rock embedded road

edge beam step d

own

step d

own

paving



edge beam

170mm step down


slab above

D1

D2

D3

D4

slide

slide

fold

fold

slide

paving



edge beam

insitu cast concrete

staircase according

to engineers details

gas bottle storage

see detail and notesgas line

gas line gas line

gas line

gas line

proposed pool pump

position to be confirmed

with pool specialist

75 rwdp chased

into wall using wire

mesh & plaster

75 rwdp chased


mesh & plaster

75 rwdp chased


mesh & plaster

stainless steel handrail @ 1m high above

floor level with s/s balusters and

horizontal running steel rods

all to specialist details

all balustrades to comply with SANS 0400

& SANS 10160

access panels

in Duct with

100 OVP

access panels

in Duct with

100 OVP

rcl @

2465m

m ht

rcl @

2465m

m ht

D10

D11

D11

D11

D12

D13

D11

D11

slide

D18

D18

D18

D19

cupboards and shelving

to specialist joinery detailing

and specifications



and specifications

access panels

in Duct with

100 OVP

steps upup

1

2

3

final number of steps to be

determined on site and confirmed

with architect before construction

stair note:

risers @ 170mm

treads @ 350mm

beam

@ 29

75mm h

t

W3

high le

vel wi

ndow

W2

W1

W5

W6

W7

W8

W9

W9

W10

shelves



and specifications

ie

ie

ie

ie

ie

ie

re

re

re

re

ie

contractor to confirm

position of sewer connection

point on site and adjust sp

line accordingly

re 1,5m away from

sewer connection




line accordingly

re 1,5m away from

sewer connection

nbr regulations

to be according to the

all plumbing above ground

minimunm 450mm invert level

to sewer connection

laid to a min. fall of 1:40

100 soil pipe to sabs standards

all plumbing pipes to be

900mm away from walls

nbr regulations




to sewer connection





nbr regulations




to sewer connection





ground floor plan

scale 1:50

1102

75 rwdp chased


mesh & plaster

75 rwdp chased


mesh & plaster

75 rwdp chased


mesh & plaster

230

1435

115115

115

115

1115

230

1770

230

3685

1000

230

2690

1665

3035

5260

1230

1770

6460

230

6000

19420

23014

7

230

4370

8728

925

345

230

230 2

3037

746

0

4830

9073

1270

230

230

1724

0

770

345

1000

230

230

2140

345

230

115

1000

115

1000

115

5800

1000

1230

230

1460

2370

1341

0

230

3460

1724

0

230470

230

1800

230

3000

460

4800

345

15102555

2030

5375

3000

2480

3980

230

2020

19420

345

230520

115

2885

1200

345

3000

3540

345

4800

230

1200

600

1200

230

1000

230

2540

230

2000

230

3000

230115

2770

115

115

2885

230

345

1800

230

1510

460

230

4170

530

4800

1115

230

1770

1180

1230

115115

3685

115

230

1000

115

115

1115

230

115115

115

230

230

345

5800

230

1575

230

4770

230 2

30

1000

3770

600

300

1425

300

230

7710

1200

230

1000

1000

1000

115

115

115

3460

230

2000

230

230

230

2400

115

1232

230

230

2700

115

1262

0

3226

230

2366

560

280

280

280

280

280

280

280

280

280

3718

345

115

230

4370

230

4830

8243

485

345

1500

345

1270

230

230

230

460

230

1200

6928

4

5

gas bottle storage

see detail and notes

access panels

in Duct with

100 RWDP

RW pipe to be

protected from load

D21

slide

100 x 100mm steel

structural post

to eng. spec., painted

to match window frame

boundary wall

stormwater to discharge at

regular intervals through weep

holes according to nbr and

engineers specifications

230

230landscaped planter

accessible from garden

located below slab &

230

1000

230

3960

gulley

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0,040FFL LOBBY

5,820FFL YOUTH ZONE

11,220TOC ROOF

12,155TO PARAPET

5485

5143

935

10,965U/S CEILING

255

5,525U/S CEILING

295

4,590U/S RCL

935

3mm profiled aluminium sheetpowder coated

80mm polyurethane insulationcushion behind 6mm float glass

fixed glazing: 6mm float glass, 12mmargon-filled cavity, 12mm float glass

by manufacturer

150 x 150 x 5mm MS angle fixed to RCdown-stand beam with rawl bolts; painted with

one coat red lead primer, one coat universalundercoat & two coats enamel

anodised aluminium transom with pressure &drainage opening to specialist spec.

powder coated 'charcoal grey'

cementitious bandage

10 year warranty, torch on bituminouswaterproofing with 75mm side laps & 100mm endlaps under 250 micron plastic sheeting with 50mmlaps, loose laid as protection layer in accordance

with manufacturer

50mm layer of river rounded stones; no geotextile sheet required

min. 35mm screed laid to min. falls 1:50 to 100mm FBO set min. 20mm below slab on a 255mm RC

slab with down-stand beams to eng. spec.

80mm polyurethane insulation panels bonded toslab with 100mm spacings between panels

by specialist

exposed cable trays

flush plastered ceiling with 12 x 10mm recessedjoint to slab at corner of soffit: 'shadowline'

internal wall to be smoothlyplastered & painted with onecoat universal undercoat &two coats 'white' PVA

380 x 25mm SA pine board to bebonded to RC up-stand beam

40mm polished screed, pigmented 'burntorange', with 40 x 10mm recessed joint to

slab at corner of soffit ('shadowline') on min.255mm RC slab with up-stand beams to

eng. spec.

brick pavers laid to fall away from building onmin. 25mm bedding sand on min. 50mm level

compacted aggregate on min. 25mm layers ofcompacted earth

precast concrete kerb

plastered drip detail

RC lintel to eng. spec.

youth passively surveyingPort Plein Park

6mm suspended gypsum ceilingboard painted with one coatuniversal undercoat & two coats'white' PVA, suspended byaluminium T-section runnerspowder coated 'white' at 600mmc/c spacings

internal wall to be smoothlyplastered & painted with onecoat universal undercoat &two coats 'white' PVA

350 x 80mm SA pine light boxesbolted to the u/s of slab toreduce sound reverberation

400 x 30mm SA pine board to bebonded to top of low brick wall

riser: 170mmtread: 330mm

40mm polished screedwith 40 x10mm recessed joint to slab atcorner of soffit ('shadowline') onmin. 255mm RC slab to eng.spec.

polished cast-in-situ concretereception desk with chamferedcorners

1000

1000

850 0,040

FFL

340

50mm stainless steel hand railat 1m above ffl

-2,930FFL BASEMENT

2970

NGL

RC foundation toeng. spec.

85mm step in slab

50mm hardwood timber treadssuspended & fixed with stainlesssteel rope to eng. spec.

80mm polyurethanefoam insulation

'v' joint

cranked DPC with weepholeevery 5th perb

300mm masonry cavity wall with internalbrick leaf connected to external brick leafwith galvanized butterfly ties at spacing asper eng. spec.

40mm polished screed, with 40 x 10mmrecessed joint to slab at corner of soffit

('shadowline') on min. 255mm RC slab with300mm up-stand beam to eng. spec.

BOE and plastered cill with drip detail

internal wall to be smoothly plastered wallwith one coat primer & two coats

'white' PVA

150 x 20mm meranti cill bondedto top of internal brick leaf

silicone joint

aluminium window framepowder coated 'charcoal grey'

RCL

existing masonry castle wall to be madegood & re-plastered and painted to matchoriginal

DPC

existing windows to be removed andopenings made good for new aluminiumwindows, powder coated 'charcoal grey'

external wall to be smoothly plastered &painted with one coat universal undercoat& two coats 'white' PVA

50 x 50mm MS grate painted with one coatred lead primer, one coat universal

undercoat & two coats 'charcoal grey'enamel

35 x 35 x 600mm MS square tubewelded to grate & MS plate

100 x 100 x 5mm MS plate fixed to u/s of RCslab with rawl bolts to eng. spec

150 x 75 x 10mm MS angle fixed to castlewall with rawl bolts to fall to 100 RWDP

152 x 76 MS taper flange channel built intoexisting castle walls

galvanized steel flashing cementitious bandage

silicone joint

soft joint

fixed glazing: 6mm toughened glass, 12mmargon-filled cavity, 6mm float glassby manufacturer placed at 7 deg to gutter

Note: all MS components to be painted withone coat red lead primer, one coat universalundercoat & two coats 'charcoal grey'enamel

cementitious bandage

200 x 50mm precast conc. copingwith drip detail

silicone joint

885

125 x 75mm galvanized C-channel gutter

INTERIOR OF POLICE MUSEUM

INTERIOR OFMEDIA CENTRE

50mm polished conc. on 10 year warranty,torch on bituminous waterproofing, with

75mm side laps & 100mm end laps under250 micron plastic sheeting with 50mm laps,

loose laid as protection layer inaccordance with manufacturer

min. 35mm screed laid to min. falls 1:50 to100mm FBO set min. 20mm below slab on

a 170mm RC slab with down-stand beamsto eng. spec.

80mm polyurethane insulation panelsbonded to slab with 100mm spacings

between panelsby specialist

silicone joint

3mm aluminium cleat at 100 deg.

3mm aluminium cleat at 80 deg.

345mm cast-in-situ RC 'tower'wall with 115mm cavity

flush plastered ceiling with 12 x 10mmrecessed joint to slab at corner of

soffit: 'shadowline'

weep hole

aluminium surround profileby specialist

3mm corten steel cladding

50 x 50 x 3mm angle bracketwith aluminium captive nut rail

by specialist

INTERIOR OF STAIRWELL 'TOWER'

INTERIOR OF SAPS BUILDING

EXTERNAL 'JUICE BAR'

dpm

dpm

agricultural drain to eng. detail

6mm toughened glass bonded tosoft joints on MS IPE 140 beams

125 x 75mm galvanized C-channel gutter

850 x 40mm galvanized grate fixedto152 x 76 MS taper flange channels to

eng. spec.

chamfered edge to RC slab

acrylic bandage flashing

152 x 76 MS taper flange channels fixedto RC slab with rawl bolts

40mm polished screed with 40 x 10mmrecessed joint to slab at corner of soffit

('shadowline') on min. 255mm RC slab withto eng. spec.

fixed glazing: 6mm float glass, 12mmargon-filled cavity, 12mm float glass

by manufacturer

anodised aluminium transom with pressure& drainage opening to specialist spec.

powder coated 'charcoal grey'

min. 35mm screed laid to min. falls 1:50 to50mm RWO set min. 20mm below slab ona 170mm RC slab to eng. spec.

75 x 100mm aluminium mullion fixed toMS channel with 50 x 50 x 3mm angle

bracket

soft joint by manufacturer

3.8mm ceramic rods at 215 c/c fixed toaluminium mullion with brackets by specialist

35mm screed

external wall to be smoothlyplastered & painted with onecoat universal undercoat &two coats 'white' PVA


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perimeter section through Main entranceAutocad

CNC laser cut model

lobby ViewRevit to Photoshop

100

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bas honours design studio randburg cbd, jhb // october 2012 since the end of apartheid the identity of public service buildings has not signifi cantly changed. As a result, the people are unable to identify with the state and vice versa.

the Magistrates court proposed stands in opposition to the courts which exist across the south african landscape today. celebrating transparency, movement and light, this court building is an extension of the street domain, encouraging the people to partake in the judicial system by which their lives are governed.

MAGiStrAteS CoUrt_____________________________________________________________________________________________________________________________________________________________________________________________________________________________________

left:site plan AutocadOpposite page:concept Diagrams Photoshop concept Model Hardwood Timbers Working concept Models Polystyrene

Copy right:

Water reticulation:

Electrical notes:

D A T E

R E V

D E S C R I P T I O N

J O B N O

D A T E

D R A W I N G

D R A W I N G N OS C A L E

R E V P R O J E C T

WIL.22.05.14

Wil-021:50

22.05.14

1

General notes:

Setting out, excavation & site operations - SANS 10400-G & F

Structural notes:

Roof notes - SANS 10400 - L

Drainage - SANS 10400-PTo all wc's provide 100 mm waste pipes.

all vents shall finish 900mm minimum above any roof finish.

provide overflow gully at lowest point of drainage system include gully to

pool if at lowest point.

This drawing is copyright reserved and remains the property of the architect any

changes to the internal or external structure by any other design party will not be

permitted without first confirming with the architect. No part of this drawing may be

copied or used by any other party or other designer without permission from the

architect. All materials to be SABS or agreement board approved. All work to

comply with the National Building Regulations (SANS 10400) the applicable SABS

codes & building society regulations.

The architects specification, instructions, larger scaled details drawings, engineers

details etc. shall take preferance to these drawings. These drawings are not to be

scaled, use figured dimensions only. All material and workmanship to be the best

of their respective kinds and to conform with SABS standards and specifications,

all work to be carried out in strict accordance with architects instructions. Materials

used & applied must be referred to using manufactures printed instructions.

Contractor to arrange and ensure that all required inspections are carried out by

the local building inspectorate. On completion of contract, all rubbish and rubble is

to be removed from the site, and may not be used as fill, unless otherwise directed.

Provide and erect in approved position, standard architects notice board. All

habitable rooms to be provided with natural light and ventilation as set out in SANS

10400-O. The architect will not be held responsible for the quality of the

workmanship. The construction of the building may not commence without

approval of the building plans through council.

Drawings are prepared from surface examination of site only. Depth of foundations,

height of plinths number of steps & final finished ground levels to be determined by

the contractor & engineer on site & confirmed with the architects. Top of all

foundations to be a minimum 500mm below the finished ground. Any changes of

levels deemed necessary on site must be first reported to and approved by the

architect. All levels, dimensions, building lines and other data to be checked on site

and any discrepancies are to be reported to the architect and engineer for

correction. The architect will not be held responsible for dimensional errors if not

notified at the time of commencing work on site.

Build in precast prestressed concrete lintels (SABS approved) above all openings.

Depth of foundation trenches to be a min of 500mm below ground level.

Foundations to be set on firm supportable ground and to be checked & confirmed

by engineer. New concrete surface bed to be a minimum of 15mpa 100mm thick

on damp proof membrane DPM (gunplas green or equivalent) on sand blinding on

well compacted fill. Top of concrete surface bed to be a min of 150mm above NGL.

Provide approved dpc (gundle brickgrip or equivalent ) under all walls & window

sills & provide vertical dpc.s to all changes of floor levels. All surface beds to be

finished with 30mm minimum sand cement screed unless otherwise detailed or

specified. All brickwork to receive brickforce every 4 courses all openings to

receive brickforce every course for 3 courses extending 1m past opening on both

sides. All stairs unless otherwise detailed to have equal risers 185mm maximum

with equal treads 250mm minimum. Provide handrail at 900mm height where

number of risers exceed five & 1m high to balconies & landings and a min of

100mm baluster spacing according to NBR. The FFL at changes between floor

finishes must remain constant. contractor to take account of differences in depths

of floor finishes when screed is laid.

Rafters & trusses to be tied down with galvanized hoop iron threaded through four

courses of brickwork. Parapet walls to min of 300mm above roof level. Provide all

required flashings and counter flashings at changes in roof levels. Abutments

between roof and parapet walls, chimneys, roof valleys & ridges. Provide approved

insulation over all ceilings. Flat rooves to have 50mm chip stone on raised mesh

grill or ceramic tiles on durbigum (sp4) waterproofing to specialist details, on 50mm

screed to falls to downpipe on 170 and/or 255mm concrete slab to engineers

details. design & specifications downpipes to be chased into walls & plastered

using wire mesh & plaster at a min size of 75

Provide inspection eyes (ie) at all junctions and rodding eyes (re) to all bends,

changes in direction and ramps. Provide ie at every 24 meters along straight run of

drain, provide such with purpose made marked cover plates at finished ground

level. All sanitary fittings to be provided with 65mm reseal traps and air valve (AV).

provide 50 anti siphon pipe where vertical drop exceeds 1200mm. Drains shall

have minimum fall 1:60 or maximum fall 1:5. Where drains pass under building,

provide adequate protection to ensure no load is transferred to drain from building.

Drains must have straight runs where passing beneath buildings. Pipes to have re's

at either end. All ie & re,s to be accessible. To all wash hand basins & vanity

basins provide 32 mm waste pipes. To all sinks, baths,

showers, laundry trough and urinals provide 38mm waste pipes.

All electrical work to be done by licenced electrician and all work and to be carried

out according to SABS standards. Contractor to ensure a 3 phase supply &

adequate circuit breakers provided. Electrician to provide compliance certificate.

All hot water circulation pipes, and all externally exposed pipes to be insulated

along their entire length with 25mm canvas wrapped fibre insulation and sealed

with sealer paint. All externally exposed pipes to be covered in weatherproof GMS

jacket.

the architect will not be held responsible for any discrepancies which may arise as

a result of unapproved plans by local authority and owner. please note that the

signed approval of this plan by owner must be obtained before construction can

comm

ence. all specifications by developer overides plans. the architect must be

informed in writing of any changes to these plans. sewer and water connection to

be confirmed with engineer before building commences the contractor shall provide

all assistance & everything necessary to enable the accuracy of the setting out to

be checked. checking of the setting out shall not relieve the contractor of his

responsibility for correctness thereof & the contractor shall rectify any errors in the

works that may arise from incorrect setting out without any adjustment to the

contract sum. the contractor/client may not claim against the architect as a result

of discrepencies or errors not reported to the architect before construction

Disclaimer:

demolition of all walls to be confirmed by structural engineer

all dimensions to be checked on site prior to ordering or installing all windows & doors

Fax.0 8 6 6 1 0 1 7 2 6

p o n e t s u i t e 6 9 7 p r i v a t e b a g x 1 5 3

n i c k @ h o o d n a p i e r . c o . z a

e-mail.

l a r a h o o d

n i c k n a p i e r

0 8 2 9 0 2 4 1 9 9

0 8 3 2 6 6 7 4 6 2

B.Arch. M.I.A. R.I.B.A.

Reg. No 7019Reg. No ST 0617l a r a @

h o o d n a p i e r . c o . z a

e-mail.

b r y a n s t o n 2 0 2 1 ground floor plan proposed new house for

on Portion 1 of ERF 314

Wilson Nkosi

Sandown Ext. 24

13.6.2014

1

council submission

atrium

serve

r

room

C

C

A

A

B

B

C

C

covered patio

T.O.C.

-0,680tiles

diningT.O.C.-0,510tiles

kitchen

tiles

scullery

T.O.C.

-0,510tiles

pantry

tiles

loungetiles

family room

T.O.C.

-0,680tiles

entrance hall

T.O.C.

0,000tiles

double garage

T.O.C.

0,170tiles

studyT.O.C.0,000tiles

staff room

T.O.C.

0,000tiles

storetiles

storeT.O.C.0,170tilesgue

st wc

tiles

sinksink

d/w

w/m

t/d

gulley

whb

geberitwc

whb

whb

wc

wc

shr

sink

fr

fr

p/b

extractor above

gas stove

driveway

pavers

T.O.C.

-0,850tiles

poolby specialist

deep end

shallow end

kitchen layout detailing,

counters and cupboards

to specialist detailsto specialist details

final kitchen electrical layout

gas braai

gas fireplace

gas fireplace

stair note:

risers @ 170mm

treads @ 280mm

12

3

up

up1

23

stair note:

risers @ 170mm

treads @ 300mm

170m

m ste

p dow

n

170m

m ste

p dow

n

170m

m ste

p dow

n

weather step down

230 fire wall

fire door30min solid

230 fire wall

230 f

ire wa

ll

Floor laid to 1% fall

screed & tiles

laid to a min fall

screed & tiles

laid to a min fall

shelves


slab above

ramp up to garage floor level

aluminium automated sectional horizontally slatted door

rcl @ 2125mm ht

rcl @ 2465mm ht


slab above

beam

@ 28

05mm h

t

beam @ 2805mm ht

line of rc bridge above

Side shower walls

and floor to be

correctly sealed

and waterproofed

water feature

by specialist

paving



edge beam step d

own

step d

own

paving



edge beam

170mm step down


slab above

D1

D2

D3

D4

slide

slide

fold

fold

slide

paving



edge beam

insitu cast concrete

staircase according

to engineers details

gas bottle storage

see detail and notesgas line

gas line gas line

gas line

gas line

proposed pool pump

position to be confirmed

with pool specialist

75 rwdp chased


mesh & plaster

75 rwdp chased


mesh & plaster

75 rwdp chased


mesh & plaster

stainless steel handrail @ 1m high above

floor level with s/s balusters and

horizontal running steel rods

all to specialist details

all balustrades to comply with SANS 0400

& SANS 10160

access panels

in Duct with

100 OVP

access panels

in Duct with

100 OVP

rcl @

2465m

m ht

rcl @

2465m

m ht

D10

D11

D11

D11

D12

D13

D11

D11

slide

D18

D18

D18

D19



and specifications



and specifications

access panels

in Duct with

100 OVP

steps upup

1

2

3

final number of steps to be

determined on site and confirmed

with architect before construction

stair note:

risers @ 170mm

treads @ 350mm

beam

@ 29

75mm h

t

W3

high le

vel wi

ndow

W2

W1

W5

W6

W7

W8

W9

W9

W10

shelves



and specifications

ie

ie

ie

ie

ie

ie

re

re

re

re

ie




line accordingly

re 1,5m away from

sewer connection




line accordingly

re 1,5m away from

sewer connection

nbr regulations




to sewer connection





nbr regulations




to sewer connection





nbr regulations




to sewer connection





ground floor plan

scale 1:50

1102

75 rwdp chased


mesh & plaster

75 rwdp chased


mesh & plaster

75 rwdp chased


mesh & plaster

230

1435

115115

115

115

1115

230

1770

230

3685

1000

230

2690

1665

3035

5260

1230

1770

6460

230

6000

19420

23014

7

230

4370

8728

925

345

230

230 2

3037

746

0

4830

9073

1270

230

230

1724

0

770

345

1000

230

230

2140

345

230

115

1000

115

1000

115

5800

1000

1230

230

1460

2370

1341

0

230

3460

1724

0

230470

230

1800

230

3000

460

4800

345

15102555

2030

5375

3000

2480

3980

230

2020

19420

345

230520

115

2885

1200

345

3000

3540

345

4800

230

1200

600

1200

230

1000

230

2540

230

2000

230

3000

230115

2770

115

115

2885

230

345

1800

230

1510

460

230

4170

530

4800

1115

230

1770

1180

1230

115115

3685

115

230

1000

115

115

1115

230

115115

115

230

230

345

5800

230

1575

230

4770

230 2

30

1000

3770

600

300

1425

300

230

7710

1200

230

1000

1000

1000

115

115

115

3460

230

2000

230

230

230

2400

115

1232

230

230

2700

115

1262

0

3226

230

2366

560

280

280

280

280

280

280

280

280

280

3718

345

115

230

4370

230

4830

8243

485

345

1500

345

1270

230

230

230

460

230

1200

6928

4

5

gas bottle storage

see detail and notes

access panels

in Duct with

100 RWDP

RW pipe to be

protected from load

D21

slide

100 x 100mm steel

structural post

to eng. spec., painted

to match window frame

boundary wall

stormwater to discharge at

regular intervals through weep

holes according to nbr and

engineers specifications

230

230landscaped planter

accessible from garden

located below slab &

230

1000

230

3960

gulley

ie

ngl

toc first floor4,080

toc second floor7,480

toc third floor10,880

toc roof14,195

toc ground floor0,000




toc fourth floor15,470

toc fifth floor18,360

toc roof23,205

lower ground floor-1,360

security room

strong room

server room

buildingmanager

cleaners room

child protection

witness prep.

witness prep.

archiverecord room (current)

court cell

court room

holding cells

PRO

DUCE

D BY

AN

AUTO

DESK

EDU

CATI

ONA

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PRODUCED BY AN AUTO


DUCT












toc roof23,205

lower groundfloor-1,360

ngl




toc roof14,195







toc roof23,205

lower ground floor-1,360

security room

strong room

server room

buildingmanager

cleaners room

child protection

witness prep.

witness prep.

archiverecord room (current)

court cell

court room

holding cells holding cells

conference room

archiverecord room

strong roomcash hall

ngl






toc roof22,185

toc ground floor0,000ngl






toc roof23,205

lower groundfloor-1,360

ngl

ngl

ngl






toc roof22,185







toc roof23,205

lower groundfloor

-1,360PR

ODU

CED

BY A

N AU

TODE

SK E

DUCA

TIO

NAL

PRO

DUCT


PRODUCED BY AN AUTO


DUCT


magistratesoffice

regionalprosecutor

witnessroom

public passage

magistratesbridge

courtroom

court cell

c-c

a-a

d-d

b-b

c-c

d-d

a-a

b-b

c-c

a-a

d-d

b-b

d-d

b-b

4,080

reception7,480

4,250 7,9908,330

4,080

building manager'sstore

tea room

estateofficer

regionalprosecutor

estateofficer

interdictclerks

conferece room

typist's

interpreter'sarea

snr. prosecutor

snr. prosecutor

server room

play roomchildprotection

strongroom

assessor'soffice

assessor'soffice

assessor'soffice

consul.room

assessor'soffice

magistratesoffice

regionalprosecutor

processoffice

c-c

a-a

c-c

a-a

magistratesoffice

regionalprosecutor

witnessroom

consul.room

courtroom

public passage

magistratesbridge

court cell

d-d

b-b

c-c

d-d

a-a

b-b

c-c

a-a

d-d

b-b

d-d

b-b

10,880

11,390

11,220 15,470

roof below

cleanersstore

cleanersrest room

regionalprosecutor

family counc.

maintenanceinvestigator

maintenanceofficer's

record room(current)

record room

archive

buildingmanager'soffice

magistratesoffice

PRO

DUCE

D BY

AN

AUTO

DESK

EDU

CATI

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PRODUCED BY AN AUTO


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entrance tobasement parkingbelow park

basemententrance

magistrate'sbasemententrance

outdooramphitheater

1,360

0,680

1,190

c-c

a-a

-1,360

0,000

0,000

supervisor'soffice

accesscontrol

security

up

d-d

b-b

c-c

d-d

a-a

b-b

magistrate'sbasement below

BRAM FISCHER ROAD

snack shop

kitchen

refuse storeaccuseddrop-off area

saps office 1

street court

public atrium

cash hall

'chill' area

intenet cafe

coffee bar

kitchen

cafeteria 2

cafeteria 1

law library

strongroom

drop-off

lobby

media center/library


PRO

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DESK

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PRODUCED BY AN AUTO


DUCT

cross section through court rooms

West elevation

interior atrium and court room ViewsRevit to Photoshop

Ground Floor plan (left)

third Floor plan (above)

bas honours design studio elective johannesburg cbd // march 2012 Delvers street is a melting pot within the Johannesburg inner city, recognised for the considerably varying social conditions across the four districts which define it. Conceived as a vegetable nursery, the steel structure supports the sustainable production of vegetables through the use of recycled Coca-Cola bottles, rain water harvesting, and education. attempting to bridge the divides between diverse groups of people who occupy Delvers street and the greater Johannesburg inner city, the structure allows for the nursery to adapt to the changing needs of the citys dwellers and in particular those of the informal vegetable traders.

DelVerS StreetiNterVeNtioN_________________________________________________________________________________A inner City Vegetable Nursery

Ground Floor plan

hand drawn site observation (above)

First Floor plan

Revit to Photoshop

West elevation

Copy

right:

Water

reticu

lation

:

Electr

ical no

tes:

D A T

E

R E V

D E S

C R I P

T I O

N

J O B

N O

D A T

E

D R A

W I N

G

D R A

W I N

G N

OS C

A L E

R E V P

R O J E

C T

WIL.2

2.05.1

4

Wil-0

21:5

0

22.05

.14

1

Gener

al note

s:

Settin

g out,

excava

tion &

site op

eration

s - SA

NS 10

400-G

& F

Struct

ural no

tes:

Roof

notes

- SAN

S 1040

0 - L

Draina

ge - S

ANS 1

0400-P

To all

wc's p

rovide

100

mm wa

ste pip

es.

all ven

ts sha

ll finis

h 900

mm m

inimum

above

any ro

of finis

h.

provid

e over

flow gu

lly at l

owest

point

of drain

age sy

stem i

nclude

gully

to

pool if

at low

est po

int.

This d

rawing

is cop

yright r

eserve

d and

remain

s the p

ropert

y of th

e arch

itect an

y

change

s to the

intern

al or e

xterna

l struc

ture b

y any

other

design

party

will no

t be

permit

ted wi

thout f

irst co

nfirmin

g with

the ar

chitec

t. No p

art of

this dr

awing

may b

e

copie

d or u

sed by

any o

ther p

arty o

r othe

r desi

gner w

ithout p

ermiss

ion fro

m the

archi

tect. A

ll mate

rials t

o be S

ABS o

r agre

ement

board

appro

ved. A

ll work

to

comp

ly with

the Na

tional B

uilding

Regul

ations

(SANS

10400)

the app

licable

SABS

code

s & bu

ilding

society

regul

ations.

The a

rchitec

ts spec

ificatio

n, inst

ruction

s, larg

er sca

led de

tails d

rawing

s, engi

neers

detail

s etc.

shall ta

ke pre

feranc

e to the

se dra

wings.

These

draw

ings a

re not

to be

scale

d, use

figure

d dime

nsions

only.

All ma

terial

and wo

rkmans

hip to

be the

best

of the

ir resp

ective

kinds

and to

confor

m with

SABS

standa

rds an

d spec

ificatio

ns,

all wo

rk to

be ca

rried o

ut in s

trict a

ccorda

nce wi

th arc

hitects

instru

ctions.

Mate

rials

used

& app

lied mu

st be r

eferre

d to us

ing ma

nufact

ures p

rinted

instru

ctions

.

Contr

actor

to arra

nge an

d ensu

re tha

t all re

quired

inspec

tions a

re car

ried ou

t by

the loc

al build

ing ins

pector

ate. O

n com

pletion

of co

ntrac

t, all ru

bbish

and r

ubble

is

to be

remo

ved fro

m the

site,

and m

ay not

be us

ed as

fill, u

nless

otherw

ise dir

ected

.

Provid

e and

erect

in app

roved

positio

n, stan

dard a

rchitec

ts notic

e boa

rd. Al

l

habita

ble ro

oms to

be pr

ovided

with n

atural

light an

d vent

ilation

as se

t out in

SANS

1040

0-O. T

he arc

hitect w

ill not b

e held

respo

nsible

for the

qualit

y of th

e

workm

anshi

p. The

constru

ction o

f the b

uilding

may n

ot com

menc

e witho

ut

approv

al of th

e build

ing pla

ns thr

ough c

ouncil.

Drawin

gs are

prepa

red fro

m surf

ace ex

amina

tion of

site o

nly. D

epth o

f found

ations,

heigh

t of pli

nths n

umber

of ste

ps & f

inal fin

ished

groun

d level

s to be

deter

mined

by

the co

ntract

or & e

nginee

r on s

ite & c

onfirm

ed wit

h the a

rchitec

ts. To

p of al

l

found

ations

to be

a min

imum 5

00mm

below

the

finish

ed gr

ound. A

ny cha

nges o

f

levels

deem

ed ne

cessar

y on s

ite mu

st be fi

rst rep

orted

to and

approv

ed by

the

archi

tect. A

ll level

s, dime

nsion

s, build

ing

lines a

nd ot

her d

ata to

be ch

ecked

on sit

e

and a

ny dis

crepan

cies a

re to b

e repo

rted to

the ar

chitec

t and

engin

eer for

corre

ction.

The a

rchitec

t will n

ot be

held r

espons

ible fo

r dime

nsion

al erro

rs if n

ot

notifie

d at th

e time

of co

mmen

cing w

ork on

site.

Build

in prec

ast pr

estres

sed co

ncrete

lintels

(SABS

approve

d) abov

e all op

enings.

Depth

of fou

ndation

trench

es to b

e a mi

n of 50

0mm b

elow g

round

level.

Foun

dation

s to be

set o

n firm

suppo

rtable

groun

d and

to be c

hecked

& con

firmed

by eng

ineer.

New c

oncret

e surf

ace be

d to be

a minim

um of

15mp

a 100m

m thic

k

on da

mp pr

oof me

mbran

e DPM

(gunpla

s green

or equ

ivalent)

on sa

nd bli

nding

on

well c

ompac

ted fill

. Top

of conc

rete s

urface

bed to

be a m

in of 15

0mm a

bove N

GL.

Provid

e appr

oved d

pc (gu

ndle br

ickgrip

or eq

uivale

nt ) un

der all

walls &

window

sills &

provi

de ver

tical dp

c.s to

all cha

nges o

f floor

levels

. All s

urface

beds

to be

finishe

d with

30mm

minim

um sa

nd ce

ment

scree

d unle

ss oth

erwise

detail

ed or

specifi

ed. Al

l brick

work t

o rece

ive br

ickfor

ce eve

ry 4 co

urses

all ope

nings

to

rece

ive br

ickfor

ce eve

ry cour

se for

3 cour

ses ex

tendin

g 1m p

ast op

ening

on bot

h

sides.

All st

airs un

less o

therwi

se de

tailed

to ha

ve equ

al rise

rs 185m

m maxi

mum

with e

qual tre

ads 25

0mm m

inimum

. Prov

ide ha

ndrail

at 90

0mm h

eight w

here

num

ber o

f risers

excee

d five

& 1m

high to

balco

nies &

landin

gs and

a min o

f

100m

m ba

luster

spaci

ng acc

ording

to NB

R. Th

e FFL

at cha

nges b

etwee

n floo

r

finishe

s must

rema

in con

stant.

contr

actor

to tak

e acco

unt o

f diffe

rences

in de

pths

of floo

r finis

hes w

hen s

creed

is laid

.

Rafte

rs & t

russes

to be

tied d

own w

ith gal

vanize

d hoop

iron th

readed

throug

h four

cour

ses o

f brick

work.

Parap

et wa

lls to

min of

300m

m ab

ove ro

of lev

el. Pro

vide a

ll

requi

red fla

shings

and c

ounter

flashi

ngs at

change

s in ro

of leve

ls. Ab

utment

s

betwe

en ro

of an

d para

pet wa

lls, ch

imneys

, roof v

alleys

& ridg

es. Pr

ovide

approv

ed

insula

tion ov

er all

ceiling

s. Flat

roove

s to h

ave 50

mm ch

ip ston

e on r

aised

mesh

grill or

ceram

ic tiles

on du

rbigum

(sp4) w

aterpro

ofing to

speci

alist de

tails, o

n 50m

m

scre

ed to

falls

to do

wnpip

e on 1

70 and

/or 25

5mm c

oncre

te sla

b to e

nginee

rs

detail

s. desi

gn & s

pecific

ations

downpi

pes to

be cha

sed int

o walls

& pla

stere

d

using

wire

mesh

& plas

ter at

a min s

ize of

75

Provid

e inspe

ction e

yes (ie)

at all ju

nctions

and rod

ding eye

s (re) t

o all be

nds,

change

s in dir

ection

and r

amps.

Provi

de ie a

t every

24 me

ters a

long s

traigh

t run

of

drain,

provid

e such

with p

urpose

made

marke

d cove

r plate

s at fin

ished

ground

level.

All sa

nitary f

ittings

to be p

rovide

d with

65mm r

eseal t

raps a

nd air

valve

(AV).

provid

e 50

anti s

iphon

pipe w

here v

ertica

l drop

exceed

s 1200

mm. D

rains

shall

have

minimu

m fall

1:60

or m

aximu

m fall

1:5.

Where

drain

s pass

unde

r build

ing,

provid

e adeq

uate p

rotect

ion to

ensure

no loa

d is tra

nsferr

ed to d

rain fro

m build

ing.

Drains

must

have

straig

ht runs

where

passi

ng ben

eath b

uilding

s. Pipe

s to ha

ve re's

at eith

er en

d. All

ie & re

,s to b

e acce

ssible

. To a

ll wash

hand

basin

s & va

nity

basin

s prov

ide 32

mm w

aste p

ipes. T

o all s

inks, b

aths,

showe

rs, lau

ndry t

rough

and ur

inals p

rovide

38m

m wast

e pipe

s.

All ele

ctrica

l work

to be

done

by lic

enced

electri

cian a

nd all

work

and t

o be c

arried

out a

ccordin

g to SA

BS sta

ndards

. Cont

ractor

to ens

ure a 3

phase

suppl

y &

adequ

ate cir

cuit br

eakers

provi

ded. E

lectric

ian to

provid

e com

pliance

certif

icate.

All ho

t wate

r circu

lation

pipes,

and a

ll exte

rnally

expose

d pipe

s to be

insula

ted

along

their e

ntire le

ngth w

ith 25m

m canv

as wra

pped fi

bre ins

ulation

and s

ealed

with s

ealer

paint.

All ex

ternal

ly expo

sed pip

es to b

e cove

red

in wea

therpr

oof GM

S

jacket.

the ar

chitec

t will n

ot be

held r

espons

ible for

any d

iscrep

ancies

which

may a

rise as

a res

ult of

unapp

roved

plans

by loc

al auth

ority a

nd ow

ner. pl

ease n

ote tha

t the

signed

appro

val of

this pla

n by o

wner

must b

e obta

ined b

efore

constru

ction c

an

comm

ence

. all s

pecific

ations

by dev

eloper

overid

es pla

ns. the

archi

tect m

ust be

inform

ed in

writing

of any

chang

es to t

hese p

lans. s

ewer

and wa

ter co

nnec

tion to

be co

nfirme

d with

engin

eer be

fore b

uilding

comm

ences

the co

ntrac

tor sh

all pro

vide

all ass

istance

& eve

rything

neces

sary to

enab

le the

accur

acy of

the se

tting o

ut to

be ch

ecked

. che

cking

of the

setting

out sh

all no

t reliev

e the

contr

actor

of his

respo

nsibili

ty for

correc

tness

thereo

f & the

contr

actor

shall re

ctify a

ny er

rors

in the

works

that

may a

rise fro

m inco

rrect s

etting

out w

ithout a

ny adju

stment

to the

contr

act s

um. th

e con

tracto

r/clien

t may

not cl

aim ag

ainst

the ar

chitec

t as a

resul

t

of dis

crepen

cies o

r erro

rs not r

eporte

d to t

he ar

chitec

t befo

re con

structio

n

Discla

imer:

demo

lition o

f all w

alls to

be co

nfirme

d by s

tructu

ral eng

ineer

all dim

ensio

ns to

be ch

ecked

on sit

e prior

to ord

ering o

r insta

lling a

ll wind

ows &

doors

Fax.

0 8 6

6 1 0

1 7 2

6

p o n e

t s u i

t e 6

9 7 p

r i v a t

e b a

g x 1

5 3

n i c

k @ h o

o d n a

p i e r

. c o .

z a

e-ma

il.

l a r a

h o

o d

n i c

k n

a p i e

r

0 8 2

9 0 2

4 1 9

9

0 8 3

2 6 6

7 4 6

2

B.Arch

. M.I.A

. R.I.B

.A.

Reg. N

o 7019

Reg. N

o ST 0

617l a

r a @

h o o d

n a p i

e r . c

o . z a

e-ma

il.

b r y a

n s t o

n 2 0

2 1

ground

floor

plan

propos

ed new

house

for

on Po

rtion 1

of ER

F 314

Wilso

n Nkos

i

Sando

wn Ex

t. 24

13.6.

2014

1

coun

cil sub

missio

n

atrium

serv

er

room

C

C

A

A

B

B

C

C

cove

red p

atio

T.O.C.

-0,6

80tiles

diningT.O

.C.

-0,5

10tiles

kitche

n

tiles

sculle

ry

T.O.C.

-0,5

10tiles

pantr

ytile

s

lounge

tiles

family

room

T.O.C.

-0,6

80tiles

entra

nce h

all

T.O.C.

0,000til

es

doub

le gara

ge

T.O.C.

0,170til

es

study

T.O.C.

0,000til

es

staff r

oom

T.O.C.

0,000til

es

store

tiles

store

T.O.C.

0,170tile

s

gues

t wc

tiles

sink

sink

d/w

w/m

t/d

gulley

whb

geberit

wc

whb

whb

wc

wc

shr

sink

fr

fr

p/b

extra

ctor a

bove

gas sto

ve

drivew

ay

pavers

T.O.C.

-0,8

50tiles

pool

by spe

cialist

deep

end

shallow

end

kitche

n layou

t detail

ing,

coun

ters a

nd cu

pboard

s

to spe

cialist

detail

sto

specia

list de

tails

final ki

tchen

electr

ical la

yout

gas br

aai

gas fire

place

gas fire

place

stair n

ote:

risers

@ 170

mm

tread

s @ 28

0mm

12

3

up

up 12

3

stair n

ote:

risers

@ 170

mm

tread

s @ 30

0mm

170m

m ste

p dow

n

170m

m ste

p dow

n

170m

m ste

p dow

n

weath

er ste

p dow

n

230 f

ire wa

ll

fire do

or30

min so

lid

230 f

ire wa

ll

230 f

ire w

all

Floor

laid to

1% fa

ll

scre

ed &

tiles

laid to

a min

fall

scre

ed &

tiles

laid to

a min

fall

shelve

s

line of

cantil

evered

slab a

bove

ramp

up to

garage

floor

level

alumin

ium au

tomate

d sect

ional h

orizon

tally s

latted

door

rcl @

2125m

m ht

rcl @

2465m

m ht

line of

cantil

evered

slab a

bove

beam

@ 28

05mm

ht

beam

@ 28

05mm h

t

line of

rc br

idge a

bove

Side s

hower

walls

and f

loor to

be

corre

ctly se

aled

and w

aterpr

oofed

water

featu

re

by spe

cialist

paving

infrase

t villag

e cobb

le with

a dum

p rock

embed

ded r

oad

edge

beam

step d

own

step d

own

paving

infrase

t villag

e cobb

le with

a dum

p rock

embed

ded ro

ad

edge

beam

170m

m ste

p dow

n

line of

cantil

evered

slab a

bove

D1

D2

D3

D4

slide

slide

fold

fold

slide

paving

infrase

t villag

e cobb

le with

a dum

p rock

embed

ded ro

ad

edge

beam

insitu

cast co

ncrete

stairca

se acc

ording

to en

gineer

s deta

ils

gas bo

ttle sto

rage

see d

etail a

nd no

tesgas

line

gas lin

e

gas lin

e

gas lin

e

gas lin

e

propos

ed poo

l pump

positio

n to be

confir

med

with p

ool sp

ecialis

t

75 r

wdp c

hased

into wa

ll usin

g wire

mes

h & pla

ster

75 r

wdp c

hased

into wa

ll usin

g wire

mes

h & pla

ster

75 r

wdp c

hased

into wa

ll usin

g wire

mes

h & pla

ster

stainle

ss ste

el han

drail @

1m hig

h abov

e

floor le

vel wi

th s/s

balus

ters a

nd

horizo

ntal ru

nning

steel r

ods

all to

specia

list de

tails

all ba

lustra

des to

comp

ly with

SANS

0400

& SAN

S 1016

0

acce

ss pa

nels

in Duct

with

100

OVP

acce

ss pa

nels

in Duct

with

100

OVP

rcl @

2465

mm ht

rcl @

2465

mm ht

D10

D11

D11

D11

D12

D13

D11

D11

slide

D18

D18

D18

D19

cupbo

ards a

nd she

lving

to spe

cialist

joinery

detailing

and s

pecific

ations

cupbo

ards a

nd she

lving

to spe

cialist

joinery

detailing

and s

pecific

ations

acce

ss pa

nels

in Duct

with

100

OVP

steps

upup

1

2

3

final nu

mber

of ste

ps to b

e

deter

mined

on sit

e and

confir

med

with a

rchitec

t befo

re con

structio

n

stair n

ote:

risers

@ 170

mm

tread

s @ 35

0mm

beam

@ 29

75mm

ht

W3

high l

evel

windo

w

W2

W1

W5

W6

W7

W8

W9

W9

W10

shelve

s

cupbo

ards a

nd she

lving

to spe

cialist

joinery

detailing

and s

pecific

ations

ie

ie

ie

ie

ie

ie

re

re

re

re

ie

contr

actor

to co

nfirm

positio

n of se

wer co

nnectio

n

point o

n site

and ad

just sp

line ac

cordin

gly

re 1,

5m aw

ay fro

m

sewe

r con

nectio

n

contr

actor

to co

nfirm

positio

n of se

wer co

nnectio

n

point o

n site

and ad

just sp

line ac

cordin

gly

re 1,

5m aw

ay fro

m

sewe

r con

nectio

n

nbr re

gulatio

ns

to be

accor

ding to

the

all plu

mbing

above

groun

d

minim

unm

450m

m inv

ert lev

el

to se

wer c

onne

ction

laid to

a min

. fall o

f 1:40

100

soil p

ipe to

sabs s

tandar

ds

all plu

mbing

pipes

to be

900m

m aw

ay fro

m walls

nbr re

gulatio

ns

to be

accor

ding to

the

all plu

mbing

above

groun

d

minim

unm

450m

m inv

ert lev

el

to se

wer c

onne

ction

laid to

a min

. fall o

f 1:40

100

soil p

ipe to

sabs s

tandar

ds

all plu

mbing

pipes

to be

900m

m aw

ay fro

m walls

nbr re

gulatio

ns

to be

accor

ding to

the

all plu

mbing

above

groun

d

minim

unm

450m

m inv

ert lev

el

to se

wer c

onne

ction

laid to

a min

. fall o

f 1:40

100

soil p

ipe to

sabs s

tandar

ds

all plu

mbing

pipes

to be

900m

m aw

ay fro

m walls

ground

floor

plan

scale

1:50

110

2

75 r

wdp c

hased

into wa

ll usin

g wire

mes

h & pla

ster

75 r

wdp c

hased

into wa

ll usin

g wire

mes

h & pla

ster

75 r

wdp c

hased

into wa

ll usin

g wire

mes

h & pla

ster

230

1435

1151

15

115

115

1115

230

1770

230

3685

1000

230

2690

1665

3035

5260

1230

1770

6460

230

6000

1942

0

23014

7

230

4370

8728

925

345

230

2302

3037

746

0

4830

9073

1270

230

230

1724

0

770

345

1000

230

230

2140

345

230

115

1000

115

1000

115

5800

1000

1230

230

1460

2370

1341

0

230

3460

1724

0

230

470

230

1800

230

3000

460

4800

345

1510

2555

2030

5375

3000

2480

3980

230

2020

1942

0

345

230

520

115

2885

1200

345

3000

3540

345

4800

230

1200

600

1200

230

1000

230

2540

230

2000

230

3000

230

115

2770

115

115

2885

230

345

1800

230

1510

460

230

4170

530

4800

1115

230

1770

1180

1230

1151

15

3685

115

230

1000

115

115

1115

230

115

115

115

230

230

345

5800

230

1575

230

4770

2302

30

1000

3770

600

300

1425

300

230

7710

1200

230

1000

1000

1000

115

115

115

3460

230

2000

230

230

230

2400

115

1232

230

230

2700

115

1262

0

3226

230

2366

560

280

280

280

280

280

280

280

280

280

3718

345

115

230

4370

230

4830

8243

485

345

1500

345

1270

230

230

230

460

230

1200

6928

4

5

gas bo

ttle sto

rage

see d

etail a

nd no

tes

acce

ss pa

nels

in Duct

with

100

RWDP

RW pip

e to be

protec

ted fro

m load

D21

slide

100 x

100m

m ste

el

struc

tural p

ost

to en

g. spec

., pain

ted

to ma

tch wi

ndow

frame

boun

dary w

all

storm

water

to dis

charge

at

regul

ar inte

rvals t

hrough

weep

holes

accor

ding to

nbr a

nd

engin

eers s

pecific

ations

230

230

landsc

aped p

lanter

acce

ssible

from g

arden

locate

d belo

w slab

&

230

1000

230

3960

gulley

ie

bas honours advanced theory & practice of construction johannesburg cbd // may 2012 the major project for the advanced theory and practice of construction honours course required groups of four students to explore inter-systems performance in design and construction through re-conceptualising the design of an existing, dated inner city building. With the primary focus being on sustainability, the proposed design needed to facilitate bio-physical, socio-economic, socio-political and socio-cultural issues specific to the context. individuals were then required to design relevant details.

CoNStrUCtioN____________________________________________________________________________

above:second Floor planleft:Ground Floor plan Opposite page:West elevation Autocad

Copy

right:

Water

reticu

lation

:

Electr

ical no

tes:

D A T

E

R E V

D E S

C R I P

T I O

N

J O B

N O

D A T

E

D R A

W I N

G

D R A

W I N

G N

OS C

A L E

R E V P

R O J E

C T

WIL.2

2.05.1

4

Wil-0

21:5

0

22.05

.14

1

Gener

al note

s:

Settin

g out,

excava

tion &

site op

eration

s - SA

NS 10

400-G

& F

Struct

ural no

tes:

Roof

notes

- SAN

S 1040

0 - L

Draina

ge - S

ANS 1

0400-P

To all

wc's p

rovide

100

mm wa

ste pip

es.

all ven

ts sha

ll finis

h 900

mm m

inimum

above

any ro

of finis

h.

provid

e over

flow gu

lly at l

owest

point

of drain

age sy

stem i

nclude

gully

to

pool if

at low

est po

int.

This d

rawing

is cop

yright r

eserve

d and

remain

s the p

ropert

y of th

e arch

itect a

ny

change

s to the

intern

al or e

xterna

l struc

ture b

y any

other

design

party

will no

t be

permit

ted wi

thout f

irst co

nfirmin

g with

the ar

chitec

t. No p

art of

this dr

awing

may b

e

copie

d or u

sed by

any o

ther p

arty o

r othe

r desi

gner w

ithout p

ermiss

ion fro

m the

archi

tect. A

ll mate

rials t

o be S

ABS o

r agre

ement

board

appro

ved. A

ll work

to

comp

ly with

the Na

tional B

uilding

Regul

ations

(SANS

10400)

the app

licable

SABS

code

s & bu

ilding

society

regul

ations.

The a

rchitec

ts spec

ificatio

n, inst

ruction

s, larg

er sca

led de

tails d

rawing

s, engi

neers

detail

s etc.

shall ta

ke pre

feranc

e to the

se dra

wings.

Documents

Architecture Portfolio - Kier C. Bothwell