Design Portfolio - 2022 by Graeme Noeth

GRAEME NOETH WORKSAMPLE

t : +1 647 915 6375

e: graemenoeth@outlook.com

2022 | CANADA

ORIGIN : SOUTH AFRICA

2017-present ONTARIO - TORONTO Toronto, the Capital of the province of Ontario, is the most populous city in Canada and is also an international centre of business, finance, arts, and culture, and is recognized as one of the most multicultural and cosmopolitan cities in the world

1990-2017 FROM: PRETORIA Pretoria or Tshwane is situated in the northern part of the Gauteng Province with the “mighty” Apies River running through the heart of the city. The city is known for its purple Jacaranda trees that floods the city streets and is seen as the academic capital of the country.

2022

ORIGIN

GRAEME NOETH C A N D I DAT E A R C H I T EC T

“Graeme did an excellent job in his position and was an asset to our organization during his tenure with the office. He has exceptional skills in order to produce hand drawn architectural concept sketches, 3D renderings and fly-through video animations within a limited timeframe. He has excellent skills in building information modelling software, can work independently, and is able to effectively multi-task to ensure that all projects are completed in a timely manner. “

- Roald Meyer (Director / Anthrop Architects)

I am currently working towards my Professional Registration, and aim to be a registered architect by in the next few years. While I see myself having a strong sense of design and conceptualisation, I would like to expand my knowledge of construction, details and project management.

2009 - 2022

[ 2 0 1 5 ] S o l P l a a t j i e U n i v e r s i t y [ I N S T I T U A T I O N A L ] : B U I LT Te c h n i c a l r e s o l u t i o n & D e t a i l i n g , Te a m C o - o r d i n a t i o n

[ 2 0 1 5 ] H o u s e C h e e k [ R E S I D E N T I A L ] : B U I LT Te c h n i c a l r e s o l u t i o n , L a n d s c a p e D e s i g n

[ 2 0 1 5 ] H o u s e D e B e e r [ R E S I D E N T I A L ] : B U I LT

Te c h n i c a l r e s o l u t i o n ,

Site co-ordination, Detailing

[ 2 0 1 6 ] D e p a r t m e n t o f S o c i a l D e v e l o p m e n t : N a t i o n a l N o r m s & S t a n d a r d s [ I N S T I T U AT I O N A L ] C o n c e p t u a l L e a d , D e s i g n D e v e l o p m e n t , Te c h n i c a l & S u s t a i n a b i l i t y R e s o l u t i o n , P r e s e n t a t i o n , Te a m - C o - o r d i n a t i o n .

[ 2 0 1 6 ] H o u s e W i n c k l e r [ R E S I D E N T I A L ] : B U I LT Te c h n i c a l r e s o l u t i o n ,

Site co-ordination, Detailing

[ 2 0 1 6 ] H o u s e P o s t h u m u s [ R E S I D E N T I A L ] : B U I LT Te c h n i c a l r e s o l u t i o n , D e t a i l i n g

[ 2 0 1 6 - 2 0 1 7 ] H o u s e K a m f e r [ R E S I D E N T I A L ] : B U I LT

Te c h n i c a l r e s o l u t i o n , C o u n c i l D r a w i n g s & A p p r o v a l , S i t e c o - o r d i n a t i o n , D e t a i l i n g , P r o f e s s i o n a l Te a m C o - o r d i n a t i o n , C o s t i n g , P r e s e n t a t i o n .

[2017] House Copperleaf [RESIDENTIAL] Presentation, Video Fly-through, Brochure Designs

[2 01 7 ] Ho u s e Wa t e r f a l l [R E S I DEN TIAL ]

Presentation, Video Fly-through, Brochure Designs

[2017] House Steyn Cit y [RESIDENTIAL] Presentation, Video Fly-through, Brochure Designs

[ 2 0 1 7 ] T r a n s n e t : I n n o v a t i o n C e n t r e & R & D L a b s [ I N S T I T U AT I O N A L ]

C o n c e p t u a l L e a d , D e s i g n D e v e l o p m e n t , Te c h n i c a l & S u s t a i n a b i l i t y R e s o l u t i o n , P r e s e n t a t i o n , Te a m - C o - o r d i n a t i o n .

[2017] Architectural Photography [RESIDENTIAL] Professional Architectural Photography for various residential projects.

MOVED TO CANADA - TORONTO [ 2 0 1 7 ] E l i s a b e t h H o u s e [ R E S I D E N T I A L C A R E F A C I L I T Y - H A M I LT O N ] Te c h i n i c a l D r a w i n g s , P r e s e n t a t i o n , H e l p w i t h S P A s u b m i s s i o n .

[ 2 0 1 8 ] C e n t r a l H e a l t h - G a n d e r / G r a n d F a l l s LT C [ L O N G T E R M C A R E FA C I L I T Y - N E W F O U N D L A N D ] Te c h i n i c a l D r a w i n g s , P r e s e n t a t i o n

[2019] Interior Off ice Renovation [OFFICE - TORONTO] D e s i g n D e v e o p m e n t , P e r m i t D r a w i n g s , S PA s u b m i s s i o n .

[2019] Multi Res idential Unit s [RESIDENTIAL - TORONTO] Design Deveopment ,PPR Set Drawings.

[ 2 0 1 9 ] O h a n a A c c e s s o r y D w e l l i n g [ R E S I D E N T I A L - M AU I - H AWA I I ] C o n c e p t u a l D e s i g n , D e s i g n D e v e l o p m e n t , P e r m i t & Te c h i n i c a l D r a w i n g s , P r e s e n t a t i o n

[ 2 0 2 0 ] B a r R e n o v a t i o n [ R E S TA U R A N T - N E W Y O R K ] Conceptual Design, Design Development ,Presentation

[ 2 0 2 0 ] E x t e n d i c a r e - S t i t t s v i l l e [ L O N G T E R M C A R E FA C I L I T Y - O N TA R I O ] Lead Design, Construction Drawings, Permit Sets, Presentation, Coordination.

[2020] Ho us e Pat e r n o s t e r [RESIDENTIAL - WESTERN CAPE - SOUTH AFRICA] {colab with Roald Meyer} Lead Design, Construction Drawings, Permit Sets, Presentation, Coordination.

[ 2 0 2 1 ] H o u s e A v d K [ R E S I D E N T I A L - O N TA R I O ] Lead Design, Permit Sets, Presentation, Coordination.

[ 2 0 2 1 ] D r e a m - 1 5 0 Yo r k S t r e e t [ I N T E R I O R O F F I C E R E N O VAT I O N - O N TA R I O ] Lead Design, Permit Sets, Presentation, Coordination.

[ 2 0 2 1 ] C o m m o n G r o u n d D a n c e S t u d i o [ I N T E R I O R D A N C E S T U D I O F I T O U T - O N TA R I O ] Lead Design, Construction Drawings, Permit Sets, Presentation, Coordination.

2022

PROJ EC T LI ST [SELEC T ED WOR K S ]

PROFESSIONAL PORTFOLIO [EXPERIENCE] 2015-CURRENT Wilkinson Anthop G Suulin Montgomery Sisam Section

Architects Architects Architects Architects Architects Architects

[2015] [2016] [2017] [2019] [2020] [2021]

SKE TCH BY AUTHOR

2015-2022

HOUSE PATERNOSTER House Paternoster is a small retirement home in Paternoster on the western coast of South Africa. The client wanted a 3-bedroom open plan beach house which allowed for maximum natural light and views to the exterior. With extremely strict aesthetical limitation due to the architectural guidelines for the small historical fisherman’s town, the design responds in a modern way towards it’s surrounding context while respecting the guidelines and the town’s spirit. The design allows for ample cross-ventilation and natural light to flood interior spaces. PATERNOSTER | WESTERN CAPE | SOUTH AFRICA

CONCEPTUAL LAYOUT SKETCH

2020

RESIDENTIAL: HOUSE PATERNOSTER

DUTIES & RESPONSIBILITIES + Lead Design + Lead Construction Drawings + Interior Finishes + Presentation Package + Architects of Recod Coordination + Engineering Coordination + Product Coordination + Prelimenary Budget coordniation

CONCEPTUAL SKETCHES

PRIVATE WORK

CONCEPTUAL MASSING SKETCH

3D RENDERS

2020

RESIDENTIAL: HOUSE PATERNOSTER

PERSPECTIVE RENDER : DINING AREA

PERSPECTIVE RENDER : VIEW FROM LOUNGE

PERSPECTIVE RENDER : EXTERIOR FRONT VIEW

PERSPECTIVE RENDER : KITCHEN

LEGEND: + Lead Design + Lead Construction Drawings + Interior Finishes + Presentation Package + Architects of Recod Coordination + Engineering Coordination + Product Coordination + Prelimenary Budget coordniation

GROUND FLOOR PLAN

SECTION THROUGH LOUNGE

PRIVATE WORK

PHOTOS - BY BRENDAN NOETH

Adjacent Property Note: Adjacent Building built onto Boundary Line.

BOUNDARY LINE

188 220

A 4500

110

270

F: Screed UFFL: ±0.0

movement joint

2H Fire Wall

Patio

WARRELKLIP STREET

BOUNDARY LINE

Paving Note: 73mm thick, CABRICO, Broze Paver, 222 x 106 x 73mm (pattern to be confirmed by architect) on 25mm compacted sand bed with fine jointing sand swept and vibrated into joints, all laid on subgrade conforming to SANS 1200 D Degree Of Accuracy I.

Water to be drained away from house. Slope Driveway.

D-16 A604

F: Tiles FFL: -0.85

1200

764

1920 17183

Garage 3216

584

ID-03

1325

W-03

220

930

2173

6688

Vehicular Entrance NO OBSTRUCTION

movement joint

DRIVEWAY

movement joint

ve slab abo 255mm line of

Wall

220 step up 85mm

BOUNDARY LINE

slab line of

2H Fire

nt joint moveme

d on groun nt joint moveme above

ve slab abo 255mm

5848

1160

110

3065 4080

nt joint moveme

brick on Painted house of inside

Water to be drained away from house. Slope Driveway.

6417 4880

table millwork built-in

165°

FIR

80°

W-02

RWDP

Wall

GD-01

millwork built-in le tab

water tap

110

BUILDING LINE

12 75

2 x 110mm diameter sleeves @ 500mm invert level.

nter

ised Pla

Ra 150mm

772

BOUNDARY LINE

ENTRAN

W-04

brick 2H Fire

rick

269

1328

inte

110

painted

700x700mm Concrete Stepping stones on crushed gravel. D-05 A601

Existing Wall Height = 1200mm

3923

01 ID-

insert il. wood to deta shelving pa

1095

220

A500

step 85mm

center

W-08

110

1285

lintel Built-in shelves 1630

BUILDING LINE 270

500

5146

270 270

RWDP

85mm step up

2244

270

5950

270

2595

DETAIL

ED-01

SHELF

e w abov windo

240

350

F: Tiles ±0.0

UFFL:

C 14 40

movement joint

110 450

1450

1045

Dining

R 341

220

110

R 568

ED-05

W-02 R 340

BUILT IN

line of

ED-04

W-02 7135

3440 te concre Kitchen Built-in Island. . Kitchen tail to follow de design shelves timber Built-in D-10 A603

D-12 A604

890

1132

1780 1305

110

115 300

6870

3750

ce: Fire Pla Built in ce. Firepla follow to il ta De

1536

16 220 10

3565

D-11 A603

pocket

110

500

F: Tiles ±0.0

UFFL:

460

580

F: Tiles ±0.0

UFFL:

Studio

step up 170mm

tap water

610

5170

BIC-02

W-03

270

F: +0.0 UFFL:

110

Loung

415

m edroo Main B Tiles

2870

3950

110

1610

1855

m hight 1190m red plaste glass wall w/ . on top partition

1090

2470

4895

110

able retract gate security 1

water ns nnectio

BIC-03

R 200

nt joint moveme

M DR W

D-07 A602

nt joint moveme

ID-02

ed r stack

r/drye

Washe

884

BIC-02

991

nt joint moveme

F: Tiles ±0.0

2140

PS-01

BIC-01

2120

F: Tiles ±0.0 UFFL:

uPVC

Ø 50mm pipe waste

F: Tiles ±0.0

En-Suite

n Kitche

BIC-01

ID-03

110

ve by Gas Sto Client

UFFL:

110

1832

D-08 A602

ED-04

HWB-01

WC-01

1115

2535 1980

A500

110

270

1153

RWDP

W-02

Ø uPVC 50mm pipe waste

ED-04

110

tap water

W-01

step up 170mm

Bathro F: Tiles ±0.0

UFFL:

1205

Ø 50mm pipe waste uPVC

HWB-02

Guest

S-01

Sculle

te concre Built-in r top counte te concre Built-in r top counte

ED-03

900

CE with be flush floor to ll to waste. Shower with fa by m floor nfrimed bathroo ish to be co tallation. ins Final fin prior to rchitect client/a

p up

ste 170mm p up

CONCRETE LINTEL STAIR NOTE: Treads: 280mm (min 250mm) Risers: 170mm (max 200mm

ste 170mm

heat vent for on extracti

ste 170mm

W-01

tap water G Gulley

duct

p up

Water Connection: Confrim location / depth on site. Municipal Sewer Connection: Confrim location / depth on site.

110

2848

W-01 ED-02

step 85mm

220

873

1530

Water Connection

RWDP

110

1291

270

stack

775

1819

for pl

F: Tiles .100 FFL:-0

110mmØ HDPE Existing water line

610

110

BUILDING LINE planel Access bing e Yard um

Servic

R: GEYSE unted Wall mo Gas ough pass thr r/boiler. geyse

1545

1500

2460

WC-02

1500

220 1780

110

2155

900

795

2821

30 110 10

2915

1645 3815

Ø 50mm waste uPVC pipe

110

270

BUILDING LINE

1520

220

Wall Height = 1200mm 23640

4380

0 90 CE

2740

2 x 19kg gas bottles to be caged according to SANS 10400.

85mm step up

A500

110

ELECTRICAL CONNECTION

270

2122

Existing Wall Height = 1200mm

Gas line to run in sleeves in 100mm slab

Paving Note: 73mm thick, CABRICO, Broze Paver, 222 x 106 x 73mm (pattern to be confirmed by architect) on 50mm compacted sand bed with fine jointing sand swept and vibrated into joints, all laid on subgrade conforming to SANS 1200 D Degree Of Accuracy I.

270

step up 85mm

A500

Existing Wall Height = 1200mm

Gumpole Columns for Patio Pergola. See Pergola details.

Plaster & Painted Chimney as per detail & SANS 10400 part V

A500

BOUNDARY LINE

Built in Braai Place. Detail to follow.

A500

N GROUND FLOOR PLAN 1:50

DRAWING HISTORY: REV. NO

CHANGE ID

PROJECT: REVISION DISCRIPTION

ISSUE DATE

ERF 197 PATERNOSTER, SALDAHNA BAY, WESTERN CAPE

GSPublisherVersion 0.0.100.24

2020

ARCHITECTS STAMP:

ARCHITECTS OF RECORD:

DESIGN ARCHITECTS:

House Paternoster

RESIDENTIAL: HOUSE PATERNOSTER

ARCHITECT:

PROJECT NUMBER:

DRAWING NAME:

Roald Meyer

19001

GROUND FLOOR PLAN

SACAP REG:

PROJECT STATUS:

CLIENT SIGNATURE:

ENGINEER SIGNATURE:

ISSUE & REV NO:

PrArch 21290 470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

20 Prince Arthur Avenue, M5R 1B1. Toronto, Canada.

Office no: WEB

Graeme Noeth Helena Mouton WEB

(+27) 12 030 1150 www.anthrop.co.za

+1 647 915 6375 +1 647 915 6375 nomoarchitects.com

DRAWN BY: Graeme Noeth Helena Mouton

CONTRACT DOCUMENTS DRAWING SCALE: 1:50

CLIENT:

DATE OUT:

PAPER SIZE:

Estelle & Michael Noeth

29/04/2020

SHEET NO:

A200 GROUND FLOOR PLAN

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

lintel steps

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

1,025

Wall mount bracket specification to be confirmed by architect.

CONSTRUCTION DRAWINGS

280

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

280

STAIRCASE LANDING FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish

280

1,960 EXTERIOR WALL: Wood floated plaster finish to all exterior walls, painted with appropriate paint system: Primer, Underlay and 2 coats paint.

R 1,140

Wall mount bracket specification to be confirmed by architect.

STAIRCASE LANDING To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

balustrade wall above

R 1,440

HANDRAIL: MIN 1000mm HIGH 50mm dia Saligna or Meranti Round Handrail fixed to Stainless Steel Wall Mount Fixed Curved Plate. Wall mount to be fixed to wall. Wall mount bracket specification to be confirmed by architect.

1,960

280

CONCRETE LINTEL STAIR NOTE: Treads: 280mm (min 250mm) Risers: 170mm (max 200mm)

1,400

280

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

8 7

Wall mount bracket specification to be confirmed by architect.

350

FLOOR NOTE: Final Tile finish on 25mm Cement Screed as per architects spec and approval on r/c concrete slab.

built-in wood shelf

230

720 1,180 1,435

TILE WALL: Final Tile finish as per Architects spec. & Client approval.

230

255

STAIRCASE FLOOR FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish wrap around lintel steps

270 525 SECURITY GATE POCKET: Appropriate size opening for Trellidor or similar secuirty gate to slide into.

32mm MARINE PLYWOOD WOOD Shelving insert. Fixed to brickwork, and coated with appropriate wood perservative.

D-05 STAIRCASE PLAN DETAIL 1:20

Staircase AXO - 01 TOP OF BALUSTRADE NOTE: Top Brick layer to be full brick and slanted along balustrade angle. Cut bricks below accordinly.

75mm RWDP

1:40

ase AXO - 02

ARCHITECTS STAMP:

ARCHITECTS OF RECORD:

DESIGN ARCHITECTS:

SACAP REG: PROJECT NUMBER: 19001

30 Hillsboro Avenue, M5R 1S7. Toronto, Canada. PROJECT STATUS:

PrArch 21290 30 Hillsboro Avenue, M5R 1S7. Toronto, Canada.

Graeme Noeth WEB

DRAWING NAME: PrArch 21290

170

DETAILS

DRAWN BY: Occupancy Class: H4 Graeme Noeth Helena Mouton

Graeme NoethDOCUMENTS +1 647 915 6375 CONTRACT CLIENT: WEB nomoarchitects.com

DRAWN BY: Graeme Noeth Helena Mouton

REV. NO

CHANGE ID

REVISION DISCRIPTION

ISSUE DATE

25 170 1,370

425

415 1200

2550

2125

266 910

132

170

5270

170

SHEET NO:

380

425

COUNTER TOP FINISH: Counter top to be 100mm Concrete surface top, polished and sealed by specialist.

925 950

900

1350

335 320

925

75 25 1,350

1,260 100 25

255

335 320

132

132 366 32 380

565 500 535 100 335 105

1,165

1,000

170

170 170

2,720

170 170

170

335

DPC - Slip Joint Layer

425

170

1,000

170

1,000

U/S OF LINTEL

WEEP HOLES @ MAX 660mm 110mm SINGLE SKIN BRICK wall support. To be apart over window & doors exposed brick, painted with appropriate paint

+ 25 FFL

6mm Safety Glazing panel in Aluminium window as per window schedule specifications.

25-40mm SAND CEMENT water proof slurry plaster sill, sloped to exterior. To be painted with appropriate paint system:Primer, Underlay and 2 coats paint.

Final finish as per Architects spec. & Client approval on 25-40mm Polish Cement Screed Finish 85mm REINFORCED CONCRETE Surface Bed

layers min. Compact Fill SOIL NOTE: Soil to be treated with pest/termite protection liquid/layer

750X250mm REINFORCED CONCRETE strip foundation to Eng. Spec and Detail

.375 Damp Proof Membrane installed under Surface slab

365

SOIL NOTE: Soil to be treated with pest/termite protection liquid/layer

75-100mm Sand Binding Layer upper cabinets

900

gas stove

775

75-100mm Sand Binding Layer 220mm SINGLE SKIN BRICK wall support. Interior Face to be exposed brick

230

910 1250

110

925 1034 3295

110

900 1010

110

1030 1260 1260

230

CLIENT SIGNATURE:

ENGINEER SIGNATURE:

SHEET NO:

CHANGE ID

COUNTER TOP FINISH: Counter top to be 100mm Concrete surfafce top, polished and sealed by specialist.

1:25

PAPER SIZE:

ISSUE DATE

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

A601 ARCHITECTS STAMP:

GSPublisherVersion 0.0.100.24

ARCHITECTS OF RECORD:

SHEET NO:

A601 ERF 197 PATERNOSTER,

DESIGN ARCHITECTS:

ARCHITECTS OF RECORD:

ARCHITECT:

DESIGN ARCHITECTS:

ENSUITE WALL SECTION DETAIL

Roald Meyer SACAP REG:

1:20

SALDAHNA BAY, WESTERN CAPE

House Paternoster

BARSTOOL SPACE

110

2360 3445

ENCLOSED VOID SPACE

ARCHITECT:

BRICK CAVITYD-01 WALL SECTION WALL SECTION DETAILDETAILS PROJECT NUMBER:

DRAWING NAME:

19001

PROJECT STATUS:

1:20

PrArch 21290

470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

20 Prince Arthur Avenue, M5R 1B1. Toronto, Canada.

Office no: WEB

Graeme Noeth Helena Mouton WEB

(+27) 12 030 1150 www.anthrop.co.za

PROJECT NUMBER:

Roald Meyer

19001

SACAP REG:

PROJECT STATUS:

+1 647 915 6375 +1 647 915 6375 nomoarchitects.com

DRAWN BY: Graeme Noeth Helena Mouton

DRAWING NAME:

DETAILS

CONTRACT DOCUMENTS

CLIENT: Estelle & Michael Noeth

DRAWING SCALE: 1:25, 1:28.6

CLIENT SIGNATURE:

ENGINEER SIGNATURE:

ISSUE & REV NO:

PrArch 21290 470 Pienaar Street, Brooklyn, Pretoria, 0181. P.O. Box 76190,Lynwood Ridge, 0040

DRAWERS

75-100mm Sand Binding Layer

ARCHITECTS STAMP:

House Paternoster

PRIVATE WORK

2 DOOR CUPBOARD

DRAWERS

D-08

KITCHEN COUNTERD-02 DETAILS

PROJECT:

DATE OUT: REVISION DISCRIPTION 1/26/2021

OPENING U/C

50mm Sand Binding Layer

600

1:25

DRAWING HISTORY:

Cabinetry by Specialist. To architects/clients approval

KITCHEN COUNTER PLAN

ISSUE & REV NO:

Occupancy Class: H4

2530

T/O SURFACE BED

750X250mm REINFORCED CONCRETE strip foundation to Eng. Spec and Detail

1:20

1:20DETAILS

ISSUE & REV NO:

GAS STOVE by client. Dimensions to be confirmed once product has been selected.

2630

±0

110 R 45 0

1015

3445

540 320 110

240 130

upper cabinets

+25 T/O FLOOR FINISH 110

150mm layers min. Compact Fill

75-100mm Sand Binding Layer

specialist.

110mm SINGLE SKIN BRICK wall. To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

220

Purpose made upper cabinet installed by specialist Design and specification to be confirmed by architect and client prior to installation. 150mm

660

STOVE VENT to be installed above extractor hood and to have vent grill on the outside by specialist.

KITC

Paving Note: 73mm thick, CABRICO, Broze Paver, 222 x 106 x 73mm (pattern to be confirmed by architect) on 50mm compacted sand bed COUNTER TOP FINISH: with fine jointing sand swept and vibrated Counter top to be 100mm Concrete into joints, all laid on subgrade conforming surfafce top, polished and sealed by to SANS 1200 D Degree Of Accuracy I.

100

180 MIN

LED Strip lighting to be installed and concealed underneath upper cabinets. To be connected to switch. See electrical plan.

D-06 STAIRCASE SECTION DETAIL

CLIENT: REV. NO

DRAWING SCALE: PAPER SIZE: 1:20, 1:40

COUNTER TOP FINISH: Counter top to be 100mm Concrete surfafce top, polished and sealed by specialist.

RECESSED FOR BARSTOOLS

system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be 75mm Reinforced CONCRETE confirmed by architect/client. LINTEL over Aluminium Window

.375 Damp Proof Membrane installed under Surface slab

+25

+2125

A601

100 25

270

±0 T/O SURFACE BED

D-04 CONTRACT DOCUMENTS 03 HERB GARDEN SECTION DETAIL Estelle & Michael Noeth PROJECT STATUS: ENGINEER SIGNATURE:

ERF 197 PATERNOSTER, SALDAHNA BAY, WESTERN CAPE

U/S FIRST FLOOR SLAB

Rhinolite plaster and paint finish below.

85mm REINFORCED CONCRETE Surface Bed

±0

KIT

T/O FIRST FLOOR SLAB

+2550

4555

DRAWING NAME:

19001

PROJECT:

ISSUE & REV NO:

KITCHEN COUNTER FRONT ELEVATION

PAVING NOTE: 73mm thick, CABRICO, Broze Paver, 222 x 106 x 73mm (pattern to be confirmed by architect) onMOSAIC 50mm compacted sand bed 6mm TILE backing with fine jointing sand swept and vibrated against wall. Tile to be confirmed into joints, all laid on subgrade conforming by architect/client prior to to SANS 1200 D Degree Of Accuracy I. installation. Tile to be installed on smooth clean surface. +25 T/O FLOOR FINISH

220mm DOUBLE SKIN BRICK wall sides. To be plastered and painted with appropriate paint system: 1x coat primer, 1x underlay, at least 2 coats white paint. Exact paint colour/code to be confirmed by architect/client.

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

DRAWING HISTORY:

+2720

110mm SINGLE SKIN BRICK wall. To be plastered and painted with appropriate paint system: 1x coat primer, 1x underlay, at least 2 coats white paint. Exact paint colour/code to be confirmed by architect/client. Final finish as per Architects spec.

50mm Sand Binding Layer

REINFORCED CONCRETE strip foundation to Eng. Spec and Detail

PROJECT NUMBER:

1/26/2021

+2745

1:25

& Client approval on 25-40mm Polish Cement Screed Finish

TOPSOIL comprised of organic materials and native soil, to match surrounding landscape.

LED Strip lighting to be installed underneath upper cabinets. To be connected to switch. See electrical plan.

STAIRCASE DETAILS DATE OUT:

Estelle & Michael Noeth DRAWING SCALE: 1:20, 1:40

+1 647 915 6375 nomoarchitects.com

170

2,100

170

PLASTER to be min 170mm below NGL

D-06 STAIRCASE SECTION DETAIL CLIENT SIGNATURE:

FRIDGE: Final Fridge model size and height to be confirmed.

T/O FLOOR FINISH

KITCHEN ISLAND SIDE ELEVATION

PROTECTED BY THE COPYRIGHT ACT NO. 98 OF 1978

GAS STOVE by client. Dimensions to be confirmed once product has been selected.

110mm SINGLE SKIN BRICK walls. To be plastered and painted with appropriate paint system: 1x coat primer, 1x underlay, at least 2 coats white paint. Exact paint colour/code to be confirmed by architect/client.

ARCHITECT:

1/26/2021

lintel line

2530

+ 25 FFL

75-100mm Sand Binding Layer

DESIGN ARCHITECTS:

Roald Meyer Professional Architect ARCHITECT: PrArch MIArch - MArch(Prof)UP Roald Meyer Pr Arch 21290 Tel: +27 72 478 1812 SACAP REG:

Estelle & Michael Noeth

+25 FFL

Cabinetry by Specialist. To architects/clients approval

170mm REINFORCED CONCRETE slab to eng. spec with rhinolite plaster and paint finish.

1:20

coats paint.

2720

170

WEEP Specification & Details

±0 T/O SURFACE BED

Roald Meyer

House Paternoster

h 21290 27 72 478 1812

BRICK BASE: First 6 (Six) steps to be built from brick as per engineer recommendation and specification. . HOLES as per Engineer

75-100mm Sand Binding Layer

PROJECT:

ERF 197 PATERNOSTER, Meyer SALDAHNA BAY, sional Architect WESTERN CAPE h MIArch - MArch(Prof)UP

LINTEL: 75mm REINFORCED CONCRETE lintel cut to landing shape and installed between 100-300mm Staircase walls.

50mm Sand Binding Layer

1:40

HITECTS OF RECORD:

SAND CEMENT plaster to fall LINTEL STAIR: planter box inward towards

15mm WOOD FLOATEDVOID plaster finish to all exterior SPACE BELOW paint system: Primer, walls, painted with appropriate Underlay and 2 coats paint.

T/O FLOOR FINISH

REINFORCED CONCRETE strip foundation to Eng. Spec and Detail

CLIENT:

gas stove

0.250 Micron DAMP PROOF COURSE to wrap up against brick foundation wall.

+1,360 T/O UFFL LANDING +1,285

75mm REINFORCED CONCRETE lintel installed between Staircase walls.

170

PAVING NOTE: 73mm thick, CABRICO, Broze Paver, 222 x 106 x 73mm (pattern to be confirmed by architect) on 50mm compacted sand bed with fine jointing sand swept and vibrated into joints, all laid on subgrade conforming to SANS 1200 D Degree Of Accuracy I.

REINFORCED CONCRETE strip foundation to Eng. Spec and Detail

LINTEL: 75mm REINFORCED CONCRETE lintel cut to landing shape and installed between Staircase PAPER walls. SIZE:

DATE OUT:

+25 FFL

+1,385 8

75-100mm Sand Binding Layer

Staircase AXO - 02

DRAWING SCALE: 1:20, 1:40

110mm SINGLE SKIN BRICK wall. To be STAIRCASE LANDINGplastered FINISH: and painted with appropriate paint Final finish as per Architects spec. & Client system: 1x coat primer, 1x underlay, at least 2 approval on 25mm Polish Cement Screed coats white paint. Exact paint colour/code to Finish be confirmed by architect/client.

585

595

75-100mm Sand Binding Layer

CONTRACT DOCUMENTS

880

PLASTER to be min 170mm below NGL

SOIL NOTE: Soil to be treated with pest/termite protection liquid/layer

Occupancy Class: H4

PAINTED EXPOSED BRICKWORK

1:25

LINTEL: 4 75mm REINFORCED CONCRETE lintel cut to landing shape and installed between 3Staircase walls.

+25

DETAILS

PROJECT STATUS:

primer, 1x underlay, at least 2 coats white paint. Exact paint colour/code to be confirmed by architect/client. COUNTER TOP TO WRAP DOWN TO FLOOR: 15mm WOOD FLOATED plaster finish to all 100mm Concrete wall to support concrete exterior painted with appropriate surface top. To be no visable joints and to walls, be smooth continious wrap. paint system: Primer, Underlay and 2

2125

170

NGL

CLIENT SIGNATURE:

19001

SOIL FILL for herb garden planter

NGL

150mm layers min. Compact Fill SOIL NOTE: Soil to be treated with pest/termite protection liquid/layer

1,000

2,720

75 25 1,000

170 2

150mm layers min. Compact Fill

+1,285

DRAWING NAME:

COUNTER TOP FINISH: Counter topENGINEER to be 100mm Concrete surface top,SIGNATURE: polished and sealed by specialist.

window

PREP BOWL: 25-40mm SAND CEMENT water proof Prep Sink accoring to slurry specification. plaster sill, sloped to exterior. To be painted with appropriate paint 110mm SINGLE SKIN BRICK wall. To be system:Primer, Underlay and 2 coats plastered and painted with paint. appropriate paint system: 1x coat

2100

170

1,370

1,165

100mm REINFORCED CONCRETE BRICK BASE: Surface Bed First 6 (Six) steps to be built from brickEngineer WEEP HOLES as per as per engineer recommendation Specification & Details and specification. .

170 1,260

170

280

1775

1180 MAX 1200mm

170 5

1120

170

LINTEL STAIR: Primer, Underlay and 75mm REINFORCED CONCRETE lintel installed between Staircase walls. FLOOR FINISH: SPACE Final Tile finish on 25mmVOID Cement BELOW Screed as per architects spec and approval on r/c concrete slab.

170

15mm WOOD FLOATED plaster finish to all exterior walls, painted with appropriate paint system: 2 coats paint.

planter wall behind 280 T/O UFFL LANDING +1,360 280

upper cabinets

WEEP HOLES @ MAX 660mm apart over window & doors

1435

170

170 170

280

FLOOR FINISH: Final Tile finish on 25mm Cement Screed as per architects spec and approval on r/c concrete slab.

280

+1,385

Treads: 280mm (min 250mm) Risers: 170mm (max 200mm)

280

850

1120

1,000

Treads: 280mm (min 250mm) Risers: 170mm (max 200mm)

280 170

1,000

2,455

280

SAND CEMENT plaster to fall inward planter box CONCRETE LINTEL STAIR towards NOTE: 8 170

2,100

280

2,455

170

2,100

1,000

170

Wall mount bracket specification to be confirmed by architect. 9

10 STAIRCASE LANDING FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed 280 Finish

1,350

170

HANDRAIL: 280 MIN 1000mm HIGH 50mm dia Saligna or Meranti Round Handrail fixed to Stainless Steel Wall Mount Fixed Curved Plate. Wall mount 10 to be fixed to wall. 11

280

LED Strip lighting to be installed underneath upper cabinets. To be connected to switch. See electrical plan.

900

lintel line

paint colour/code to be confirmed by architect/client. 15mm Plaster and paint system: Primer, Underlay and 2 coats paint.

280

D-06 STAIRCASE SECTION DETAIL approve prior to installation.

size to be confirmed

PAINTED EXPOSED BRICKWORK

U/S FIRST FLOOR SLAB

280

170

Wall mount bracket specification to be confirmed by architect.

100mm REINFORCED CONCRETE Surface Bed

13 +2,550

1:20

280

12 15mm Plaster and paint system: Primer, Underlay and 2 coats paint. 11

280

Wall mount bracket specification to be confirmed by architect.

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

CONCRETE LINTEL STAIR NOTE:

170

25 280

T/O UFFL FIRST FLOOR SLAB

170

Rhinolite plaster and paint finish below. 50 MIN. WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

DRAWN BY: T/O UFFL FIRST FLOOR SLAB 75mm SINGLE LAYER BRICK plinth to act as kick Graeme Noeth plate. To be plastered andHelena painted on top with Mouton coat primer, 1x +1 647 915 6375 appropriate paint system: 1x+2,550 FIRST FLOOR SLAB underlay, at least 2 coats white U/S paint. Exact nomoarchitects.com

50 MIN. Graeme Noeth WEB

280

+2,720

170mm REINFORCED CONCRETE slab to Plywood Plywood product to be confirmed. be rhinolite treated with appropriate eng. spec to with plaster and paint wood preservative. Client/Architect to finish.

610

30 Hillsboro Avenue, M5R 1S7. Toronto, Canada.

Final finish as per Architects spec. & Client approval on 25-40mm FLOATED/POLISH SCREED FINISH

32mm PLYWOOD Shelf to be installed. Final

75-100mm Sand Binding Layer

Geocomposite KAYTECH DIMPLEDRAIN Drainage Core

6mm MOSAIC TILE backing SACAP against REG: wall. Tile type, size and pattern to be confirmed by T/O FIRST FLOOR FINISH +2,74521290 architect/client prior toPrArch installation. Tile to be installed on smooth clean surface. +2,720

110mm SINGLE SKIN BRICK walls. To be plastered and painted with appropriate paint system: 1x coat primer, 1x underlay, least DAMP 0.250atMicron 2 coats white paint. Exact paint PROOF COURSE colour/code to be confirmed by architect/client.

"Derbigumbe SP4" or similar approved confirmed by architect andtorchclient prior to installation. on DPM waterproofing membrane by approved applicator

1085

Aluminium SECURITY SHUTTER made by TRELLIDOR

COUNTER TOP FINISH: Counter top to be 100mm Concrete SafetybyGlazing panel in Aluminium surface top, polished6mm and sealed as perspecialist. window schedule specifications.

32mm PLYWOOD WOOD Shelving. Fixed to wood insert frame, and coated with appropriate wood perservative.

by specialist Design and specification to

1:20

PROJECT NUMBER:

1:25

75mm Reinforced CONCRETE LINTEL over Aluminium Window

Rhinolite plaster and paint finish below.

REINFORCED CONCRETE strip foundation to Eng. Spec and

ARCHITECT:

+4845

U/S OFAXO LINTEL KITCHEN ISLAND - BACK

WEEP HOLES @ MAX 660mm apart over window & doors.

30mm thick 40MPA wood troweled SCREED Purpose made upper installed with min fall 1:80 to outlet as cabinet indicated

upper cabinets

U/S WALLPLATE

114x38mm SA PINE wallplate to be primed and painted with appropriate paint system. Colour to be confirmed by Architect/Client.

WEEP HOLES @ MAX 660mm apart over window & doors

50mm Sand Binding Layer

40mm thick1085 ISO BOARD INSULATION Detail 795 with T&G profile

+5270

270mm Concrete Brick Cavity Wall w/ 15mm double plaster

T/O FLOOR FINISH

±0 T/O SURFACE BED

Concrete Brick Cavity Wall w/ STAIRCASE 270mm PLAN DETAIL 15mm double plaster

LED Strip lighting to be installed underneath upper cabinets. To be connected to switch. See electrical plan.

D-03 STAIRCASE FLAT ROOF DETAIL

170

14 Rhinolite plaster and paint finish below.

Wall mount bracket specification to be confirmed by architect.

Roald Meyer Professional Architect PrArch MIArch - MArch(Prof)UP Pr Arch 280 21290 Tel: +27 72 478 1812 280 +2,745 T/O FIRST FLOOR FINISH

170

on r/c concrete slab.

280

170

KITCHEN COUNTER - FRONT AXO parapet behind

D-05

Roald Meyer

100 25

170

GSPublisherVersion 0.0.100.33

HANDRAIL: MIN 1000mm HIGH 50mm dia Saligna or Meranti Round Handrail fixed to Stainless Steel Wall Mount Fixed Curved Plate. Wall mount to be fixed to wall.

ARCHITECTS OF RECORD:

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x FLOOR NOTE: underlay, at least 3 coats white paint. ExactFinal Tile finish on 25mm paint colour/code to be confirmed by Cement Screed as per architect/client. architects spec and approval

280

+3180

15mm WOOD FLOATED plaster finish to all exterior walls, painted with appropriate paint system: Primer, Underlay and 2 coats paint.

+3010

NOTE: Upper Cabinets to be coordinated with final size.

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by DESIGN ARCHITECTS: architect/client.

170

ERF 197 PATERNOSTER, SALDAHNA BAY, WESTERN CAPE

1:40

170

1/26/2021

FLOOR NOTE: Final Tile finish on 25mm Cement Screed as per architects spec and approval on r/c concrete slab.

ARCHITECTS STAMP:

House Paternoster

ISSUE DATE

Construction Drawings

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

T/O CONCRETE SLAB

Microwave-over-range hood. (Range hood vent included in Microwave model). To be installed over stove. Final dimensions to be confirmed appon product selection.

TOP OF BALUSTRADE NOTE: Top Brick layer to be full brick Geocomposite KAYTECH and slanted along balustradeCore DIMPLEDRAIN Drainage angle. Cut bricks below accordinly.

35°

170

PROJECT:

1,180

CHANGE ID

170

D-05

1,180

35°

32mm PLYWOOD Shelf to be installed. Final Plywood product to be confirmed. Plywood to be treated with appropriate wood preservative. Client/Architect to approve prior to installation.

STAIRCASE PLAN DETAIL 40mm thick ISO BOARD INSULATION 1:20 with T&G profile Staircase AXO - 02

170mm REINFORCED CONCRETE slab to eng. spec with rhinolite plaster and paint finish.

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client. REVISION DISCRIPTION

LINTEL: 75mm REINFORCED CONCRETE lintel cut to landing shape and installed between Staircase walls.

+25

+3435

75-100mm Sand Binding Layer

270mm Concrete Brick Cavity Wall w/ 15mm double plaster

"Derbigum SP4" or similar approved torchon DPM waterproofing membrane by approved applicator

TOP OF BALUSTRADE NOTE: Top Brick layer to be full brick and slanted along balustrade angle. Cut bricks below accordinly.

+1,285

DPC - Slip Joint Layer

30mm thick 40MPA wood troweled SCREED with min fall 1:80 to outlet as indicated

Staircase AXO - 01

+1,360 T/O UFFL LANDING

20mm NOMINAL GRANITE gravel crush laid toLINTEL a thickness of 30mm STAIR:

U/S CONCRETE SLAB

1700

Rhinolite plaster and paint finish

32mm MARINE PLYWOOD WOOD Shelving insert. Fixed to brickwork, and coated with appropriate wood perservative.

Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish wrap around lintel steps

32mm MARINE PLYWOOD WOOD Shelving insert. Fixed to brickwork, and SECURITY GATE POCKET: coated with appropriate wood Appropriate size opening for perservative. Trellidor or similar secuirty gate below. to slide into.

SECURITY POCKET: CONCRETE SLAB +5035 GATET/O Appropriate size opening for 220mm layers min. Compact Fill DOUBLE SKIN BRICK wall. To be plastered Trellidor or similar secuirty 150mm gate and painted with appropriate paint system: 1x SOIL NOTE: Soil to be treated to slide into. coat primer, 1x underlay, at least 2 coats white U/S CONCRETE with SLAB pest/termite protection paint. Exact paint colour/code to be confirmed +4865 liquid/layer by architect/client.

2550

270 525

425

255

BIDIM LAYER or similar approved Geotextile Membrane

2 x 228x38mm SA PINE Closure board fixed between trusses. be primed and painted with appropriate paint system. Colour to be confirmed by Architect/Client.

A-FRAME TRUSS 228 x 50mm SA PINE A-Frame Truss with raised TIE BEAM as per Engineer spec. & Approval @ dimensions indicated. Trusses to be positioned on 38 x 114 SA pine wall plate and tied down with double galv. wire anchors built into masonry wall 3 courses down as per manufacturer's spec.

+1,385

and specification. .

425

230

300mm Diameter plaster topping to wrap Gable Wall Ends. To be waterproofed by specialist

T/O PARAPET

STAIRCASE FLOOR FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish wrap around lintel steps

720 1,180 1,435

280

170

230

1,180 STAIRCASE FLOOR FINISH:1,435

280

confirmed1by architect.

100mm REINFORCED CONCRETE Surface Bed

T/O PARAPET

+5290

280

Sand Cement Fill

STAIRCASE LANDING FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish

170

230

TILE WALL: Final Tile finish as per Architects spec. & Client approval.

REV. ID

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step. built-in wood shelf Wall mount bracket specification to be 720 230 255 confirmed by architect.

behind

TILE WALL: Final Tile finish as per Architects spec. & Client approval.

WEEP HOLES @ MAX 660mm apart over window & doors

built-in wood shelf

425

FLOOR NOTE: 8 Final Tile finish on 25mm Cement Screed as per parapet architects spec and approval on r/c concrete slab.

350

280

75mm REINFORCED CONCRETE Water proof top and sides concrete upstands with lintel installed between Staircase 280 "Cemcrete Permastop". Surface to be clean and walls.free 4 of loose material, mould, oil or grease.Mix 2 parts VOID SPACE Cemcrete Permastop;1 part clean water by volume WALL280 MOUNT BRACKET: BELOW 3 Stainless Steel Wall Mount Fixed Curved to a slurry and apply two coats of "Cemcrete Plate. Wall mount Permastop" with an overcoating time of 30 minutes,all BRICK BASE: fixed centre on every2second step. in accordance with manufacturer`s First 6 (Six) steps to be built from brick as per engineer recommendation recommendations. Wall mount bracket specification to be

1,370

280

270mm Concrete Brick 3 4 5 Cavity Wall w/ 15mm double plaster

1,165

1,400

280

Treads: 280mm (min 250mm) Risers: 170mm (max 200mm)

75 25

Treads: 280mm (min 250mm) Risers: 170mm (max 200mm) FLOOR NOTE: Final Tile finish on 25mm Cement Screed as per architects spec and approval on r/c concrete slab.

Treads: 280mm (min 250mm) Risers: 170mm (max 200mm)

CONCRETE LINTEL STAIR NOTE:

INSULATION: 40mm thick Isoboard "Under Purlin Insulation" (tongue and groove edge) with straight edge. All as per manufacturer specifications. Confirm further installation specs with architect or manufacturer.

15mm Plaster and paint system: Primer, Underlay and 2 coats paint.

EXTERIOR WALL: Wood floated plaster finish to all exterior walls, painted with appropriate paint system: Primer, Underlay and 2 coats paint.

Water proof top and sides concrete upstands with "Cemcrete Permastop". Surface to be clean and free of loose material, mould, oil or grease.Mix 2 parts Cemcrete Permastop;1 part clean water by volume 280 8 to a slurry and apply two coats of "Cemcrete 5 6 7 FLOOR FINISH: Permastop" with an overcoating time of 30 minutes,all Final Tile finish on 25mm Cement in accordance with manufacturer`s Screed as per architects spec and recommendations. approval on r/c concrete slab.

1,960

R 1,440

PURLIN: 38x38mm SA PINE purlins fix to A-Frame SA Pine Truss @ 500mm C.C as per manufacturer's spec.

U/S FIRST FLOOR SLAB

2,720

280

CONCRETE LINTEL STAIR NOTE:

280

T/O UFFL FIRST FLOOR SLAB

ROOF: Safintra 0,5mm thick, 889mm cover Fluteline profiled Zincal® AZ150 Roof Sheeting, fixed to timber purlins at 2500mm centres and eaves and ridge purlins at 2200mm centres. COLOUR: Charcoal.

+2,550

280

Wall mount bracket specification to be confirmed by architect.

20mm NOMINAL GRANITE gravel crush laid to a thickness of 30mm

R 1,440

280

CONCRETE LINTEL STAIR NOTE: 1,960

280

+2,720

50 MIN.

280

170

VARIOUS

Wall mount bracket specification to be confirmed by architect.

280

R 1,140 HANDRAIL: MIN 1000mm HIGH 50mm dia Saligna or Meranti Round Handrail fixed to STAIRCASE Stainless Steel Wall Mount Fixed Curved Plate. Wall mount EXTERIOR WALL: LANDING to be fixed to wall. Wood floated plaster finish to all exterior walls, painted with appropriate paint BIDIMand LAYER or similar approved Wall mount bracket specification to be confirmed by architect. system: Primer, Underlay 2 coats paint. Geotextile Membrane

350

Wall mount bracket specification to be confirmed by architect.

balustrade wall above

HANDRAIL: MIN 1000mm HIGH 50mm dia Saligna or Meranti Round Handrail fixed to Stainless Steel Wall Mount Fixed Curved Plate. Wall mount to be fixed to wall.

balustrade wall above

HANDRAIL: MIN 1000mm HIGH 50mm dia Saligna or Meranti Round Handrail fixed to Stainless Steel Wall Mount Fixed Curved Plate. Wall mount to be fixed to wall.

280

13 STAIRCASE LANDING FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

170

280mount bracket 280 Wall specification to be confirmed by architect.

R 1,140

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

Rhinolite plaster and paint finish below.

STAIRCASE LANDING FINISH: Final finish as per Architects spec. &1,960 Client approval on 25mm Polish Cement Screed Finish

1,960

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 STAIRCASE coats white paint. Exact paint colour/code to be LANDING confirmed by architect/client.

280

14 Wall mount bracket specification to be confirmed by architect.

1,350

280

100 25

280

1,000

280

170

1,025

280

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

Wall mount bracket specification to be confirmed by architect.

300mm Diameter plaster topping to 280

WALL MOUNT BRACKET: Gable Wall Ends. To be Stainless Steel Wall Mount Fixed Curved Plate.wrap Wall mount fixed centre on every second step. waterproofed by specialist

Wall mount bracket specification to be confirmed by architect.

2,455

WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved Plate. Wall mount fixed centre on every second step.

255

425

170

1,025

1120

INSULATION: mm Alucushion® / Bubblefoil® FR (Fire Retardant) - white polyethylene coated single sided aluminium foil insulation Code 2906 as supplied by Alucushion® Thermal Insulation (Pty) Ltd. Laid taut over purlins and fixed concurrent with roof covering; overlapped longitudinally by 100mm; on and including white PVC coated straining wire spaced at 383mm centres; all in strict accordance with the manufacturers specifications

+2,745 T/O FIRST FLOOR FINISH

170

75mm RWDP

DRAWING HISTORY:

FLOOR NOTE: Final Tile finish on 25mm Cement Screed as per architects spec and approval 280 on r/c concrete slab. 16 WALL MOUNT BRACKET: Stainless Steel Wall Mount Fixed Curved280 Plate. Wall mount 15 fixed centre on every second step.

1,260

STAIRCASE FLOOR FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish wrap around lintel steps

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

1,180

To be exposed brick, painted with appropriate paint system: 1x coat primer, 1x underlay, at least 3 coats white paint. Exact paint colour/code to be confirmed by architect/client.

STAIRCASE FLOOR FINISH: Final finish as per Architects spec. & Client approval on 25mm Polish Cement Screed Finish wrap around lintel steps

440

35°

ase AXO - 01

20 Prince Arthur Avenue, M5R 1B1. Toronto, Canada.

DRAWN BY: Graeme Noeth

CONTRACT DOCUMENTS

CLIENT:

DATE OUT:

PAPER SIZE:

Estelle & Michael Noeth

29/04/2020

SHEET NO:

HOUSE RIDGE Situated in the far east of Pretoria in “The Ridge Estate”, the client presented us with a corner site with minimal slope to design his long awaited dream home. The brief called for a small budget orientated design that would cater 3 bedrooms, 3 garages, open plan living space and a portion of the site for the client’s vegatable garden. PRETORIA | GAUTENG | SOUTH AFRICA

SECOND FLOOR PLAN

DUTIES & RESPONSIBILITIES + Construction Drawings + Engineering Coordination + Technical Coordination + Detail Drawings & Coordination + Site meetings & Inspections + Quotes & Product Procurement + Professional Team Coordination. GROUND FLOOR PLAN

2016

RESIDENTIAL: HOUSE RIDGE

CROSS SECTION

PHOTOS BY ANTHROP ARCHITECTS

ANTROP ARCHITECTS: INTERN ARCHITECT

SOL PLAATJIE UNIVERSITY In June 2013 the Department of Higher Education and Training launched an architectural competition for the design of a new university for the Northern Cape Province, to be constructed in the city of Kimberley. The brief was to design a mixed use building that will accommodate retail, academic facilities, administration offices and hostels. The challenge for the architects was to design a building that responds to an existing urban design framework that will integrate the new development with the existing city fabric. Furthermore it was expected to design a building that will respond to the historic, cultural and climatic aspects of Kimberley and the Northern Cape region as well as to create a study and social environment that will include all groups of society. A total of approximately 60 entries were received and Wilkinson Architects, in joint venture with Mashilo Lambrechts Architects and GXY Architects, were announced the winners as part of a design team of 5 architect firms. TEXT BY: WILKINSON ARCHITECTS KIMBERLEY | SOUTH AFRICA

2015

INSTITUTIONAL: SOL PLAATJIE UNIVERSITY

DUTIES & RESPONSIBILITIES + Construction Drawings + Engineering Co-ordination + Technical Co-ordination + Detail Drawings & Co-ordination + Professional Team Co-ordination.

WILKINSON ARCHITECTS: CANDIDATE ARCHITECT

HOUSE AvdK Situated about an hour east of Toronto in the small town of Coburg along Lake Ontario, this projected presented several unique challenges. First - the client, an Interior Designer by profession, bought two adjacent properties and wanted to develop a family home spread over both properties. The first lot would house the main family home, a five-bedroom, open plan kitchen-dining and living room area along with a walk out basement. The second property would be used for the garage and studio space. Second - the client was heavily inspired by Australian and Italian country style architecture – suited for warmer, more forgiving weather than that of the Canadian winter. This made materials and detailing

challenging, as Canadian code and construction have strict regulations in terms of thermal design. Thirdly - the project was split up between Section Architects, and Van Der King Interiors, with Section being responsible for all the exterior architectural work. This meant direct and constant communication between the architect and the client, to hone the look and feel of the house from the start and to make sure that we translate those warmer exterior styles with the clients interior intent. The result, a unique home by Canadian standards challenges the style of architecture commonly found in Ontario. COBORGH | ONTARIO | CANADA

PERSPECTIVE RENDER - FRONT FACADE

2020

RESIDENTIAL: HOUSE VAN DER KING

DUTIES & RESPONSIBILITIES + Conceptual & Design Development Lead + Permit Drawings and submission + Presentation & Packaging + Team Coordination

OFFICE / DEN

GARAGE MUD ROOM

LOBBY WC

PANTRY

PERSPECTIVE RENDER - FROM BACK OF HOUSE

KITCHEN

LOUNGE DINING

STORAGE

CHANGE ROOM

GROUND LEVEL FLOOR PLAN

STEAM

GROUND FLOOR PLAN

1 : 75

P1.1 GROUND FLOOR PLAN CLYDE STREET HOUSE 1 : 75

SECTION ARCHITECTS

2021 09 14

PERSPECTIVE RENDER - FROM COURTYARD

ELISABETH HOUSE Elisabeth House is a 75 bed Long Term Residential Care home situated in Hamilton, Ontario. The building has is divided into 3 occupancies, Memory Care, Palliative Care and Residential Living. The Facility is located on a sloped site surrounded by an existing forest and is therefore mainly isolated from any urban context. The concept of the building was to have a stone like anchor cut through the main building, acting not only as a wayfinding device, but also serving as the building’s main circulation core. The wood-look exterior with softer earth tones are in response to the natural surrounding forest and context HAMILITON | ONTARIO | CANADA

PERSPECTIVE RENDER : RESIDENT ROOM

DUTIES & RESPONSIBILITIES + Facade Design + Interior Layout Design and coordination. + Presentation Package + Construction Drawings + Engineering Coordination + Product Coordination + Help with SPA submission PERSPECTIVE RENDER : ENTRANCE LOBBY

2017

RESIDENTIAL CARE: ELISABETH HOUSE

PERSPECTIVE RENDER - APPROACH

G ARCHITECTS: INTERN ARCHITECT

10 A6.33

1 A6.11

Sim

2090

2210

2090

5245

BR-1 EMS

10 A6.33

BR-1 EMS

EW-5 (45)

W01

Sim

10 A6.33

BR-1 EMS

EW-5 (45)

W01

Sim

10 A6.33

34 m² (370 ft²)

2595

DS-PC-WC

BR-1 EMS

EW-5

DS-PC-LH

EXIT STAIR B ES-B-1

PALLIATIVE CARE SUITE S166

33 m² (356 ft²)

33 m² (357 ft²)

PALLIATIVE CARE SUITE S170

33 m² (355 ft²)

33 m² (357 ft²)

PALLIATIVE CARE SUITE S172

PALLIATIVE CARE SUITE S174

33 m² (356 ft²)

Sim

DS-PC-WC

236.000

4 A6.33 DS-PC-LH

DS-PC-LH

4130 QUIET ROOM 159

S159

2090 2110 2090

CLEAN LINEN 161.4

S171.1

D171.2

2200 CLEAR

1760 CLEAR

2305 CLEAR

S171.2

D171.3

S171.3

5 m² (55 ft²)

SPA ROOM B 175.7

13 m² (143 ft²)

5 A6.11

D185.6A

SALON CORRIDOR 175

S171B

D171.5

D171A

D185.5

14 m² (149 ft²)

CENTRAL KITCHEN 185

5 m² (56 ft²)

2115 CLEAR

DISHWASHING 185.1

HAIR WASH 175.5

18 m² (190 ft²)

D-E185

72 m² (779 ft²)

WC (TYPE 2) 182

PEDICURE 175.4

1 A6.12 S180

D182

14 A6.30

D-EL-L1-D

DINING ROOM (PRIVATE) 181

17 m² (178 ft²)

201

22 m² (235 ft²)

D-C140

D171C

D175.1

S171C

S175.3A

DINING ROOM (MAIN) 180

S181B

26 m² (282 ft²)

5 A6.14

EXIT

D-EL-L1-B

DE180

17 A6.30

D101.1

OPEN TO BELOW

S181A

15 A6.30

OPEN TO BELOW

Sim

W10

1 A7.20

82 m² (880 ft²)

DE-ES-A-0 UP

S175.3B

CORRIDOR C105

58 m² (627 ft²)

16 A6.30

15 A6.30

Sim

15 A6.30

Sim

15 A6.30

Sim

LOBBY LOUNGE 101.2

95 m² (1027 ft²)

8600

PATIO - LOBBY P101 66 m² (715 ft²)

12845

2 A6.42

1 A6.30

D100

4 A6.14

VESTIBULE 100

S100C

1 A6.43

2 A6.13

S100A

ATRIUM ABOVE

W05

15 A6.30

Sim

FC-2 CONC

EW-2B

15 A6.30

W16

LOBBY 101

57 m² (609 ft²)

F A6.01

OUTLINE OF ENTRY CANOPY ABOVE

19 m² (200 ft²)

DE100

10 m² (102 ft²)

4 A6.41

Sim 3 A7.70

1060

W14

5 A6.12

2 A7.70

7540

4 A6.12 1060

PATIO ACCESS

F A6.01

2 A6.51

W13

EW-1B

3770

FC-2 EMS

3 A6.12

Sim

PROPOSED SIDEWALK

250

PROPOSED CONCRETE SIDEWALK

4750

W12

2 A6.12

FC-2 CONC

EW-2B

W11

FC-2 CONC

EW-2B

7620

1060

2500

605

B A6.00

C A6.00

MAIN BUILDING ENTRANCE

S106

BISTRO 105

D106

Sim

S111

D105

9 m² (94 ft²)

D105.1

D111

2 A6.30

CACF 102

D102

4 m² (38 ft²)

SEATING C120.1

D103

D104

BISTRO PREP 105.1

6025

5 m² (58 ft²)

CANOPY ABOVE

3 m² (29 ft²)

BISTRO STORAGE 105.2

WC (TYPE 2) 104

6 m² (62 ft²)

5 m² (50 ft²)

4300

2 A6.33

BR-1 EMS

EW-5

1400

3 A6.30

VESTIBULE 106

DE106

3000

W17

SECONDARY BUILDING ENTRANCE

CITY OF HAMILTON BARRIER-FREE PARKING SPACE

3000

34 m² (366 ft²)

8600

73870

RECEPTION 101.1

CITY OF HAMILTON TYPICAL PARKING SPACE

73870

W15

GREEN WALL

3 A6.43

P20

235.587

14 A6.30

15 A6.30

2 A4.01

P21

PATIO - DINING P180

S171A

ELEVATOR LOBBY 107

1. FLOOR PLANS TO BE READ IN CONJUNCTION WITH MECHANICAL, STRUCTURAL, CIVIL, ELECTRICAL, & LANDSCAPE DRAWINGS.

1265

6590

D-EL-L1-A

2 A4.10

EXIT STAIR A ES-A-1

PROPOSED BUILDING / SERVICE EXIT

4400

MANICURE 175.3

D-ES-A-1

7 A6.33

FC-2 CONC

PROPOSED BUILDING / SERVICE ENTRY PROPOSED SITE ENTRY GENERAL NOTE:

3 A6.33

133 m² (1428 ft²)

D181

11 m² (120 ft²)

EW-2B

2 A6.50

FC-2 CONC

EW-4B

5 m² (50 ft²)

25 m² (271 ft²)

OUTLINE OF DINING CANOPY ABOVE

ELEVATOR - L1 EL-L1

ELEVATION HEIGHT FROM BUILDING DATUM

P22

D141

SERVICE ELEVATOR

P23

D185A

SALON 175.2

ELEVATION HEIGHT FROM SITE DATUM

4 m² (43 ft²)

121 m² (1302 ft²)

17 m² (180 ft²)

D A6.01

ELEC E185

D185.1

12 m² (129 ft²)

ø 17 00 Ø1700 BARRIER FREE TURNING CIRCLE

13 A6.30

ELEC-KT

ø 15 00 Ø1500 BARRIER FREE TURNING CIRCLE

3 A7.11

D185.4

12 m² (129 ft²)

D175.6

WC (TYPE 2) 171.5

SALON RECEPTION 175.1

201

DRY STORAGE 185.4

COOLER (WALK-IN) 185.2

SPA ROOM A 175.6

105 m² (1135 ft²)

7 m² (73 ft²)

D-C150A

6 m² (67 ft²)

8 m² (91 ft²)

S175.6

D171B

SERVICE CORRIDOR C140

HSKPG CL 153 3 m² (35 ft²)

W09

D171.4

D153

3 A6.50

OFFICE 185.6

11 m² (114 ft²)

ENCLOSED SPACES

DEMARCATED AREA FOR CIRUCLATION

12 A6.30

4 m² (41 ft²)

NON-FOOD STORAGE 185.5

12 m² (130 ft²)

S175.7

PUBLIC MOVEMENT / CIRCULATION ROUTE

FC-2 EMS

EW-3B

HSKPG CL 146.2

PHYSIO GYM 171

SOILED LINEN 141

DS-PC-RH DS-PC-WC

33 m² (357 ft²)

12 A6.33

D171.1

FC-2 CONC

BLRD-1

D185B

1515

D142

LINEN CHUTE D141.1 141.1 D161.4

PALLIATIVE CARE SUITE S150

9 m² (92 ft²)

D140

DS-PC-LH

STORAGE 171.4

10 m² (104 ft²)

18 m² (191 ft²)

DS-PC-WC

11 A6.30

PHYSIO EXAM 3 171.3

10 m² (104 ft²)

HSKPG CL 142

90 GAL BIN

33 m² (357 ft²)

W01

90 GAL BIN

G/R CHUTE RM 140

90 GAL BIN

14 m² (147 ft²)

6 A6.14

90 GAL BIN

PHYSIO EXAM 2 171.2

10 m² (104 ft²)

EW-4B

DE146.1

D146.2

FREEZER (WALK-IN) 185.3

D175.7

PROJECT NORTH

7 m² (73 ft²)

D146

D175B

2765

3 m² (33 ft²)

W01

90 GAL BIN

3100

D144

5 m² (54 ft²)

90 GAL BIN

105 m² (1135 ft²)

3100

TRUE NORTH

PROPOSED FLOOR PLAN LEGEND

1 A7.18

BIN HOLDING 146.1

SHIPPING / RECEIVING 146

X9R-3 i Fh

SERVICE CORRIDOR C140

PHYSIO EXAM 1 171.1

2400 CLEAR

EQPT STORAGE 144

DS-PC-LH

Sim BINS EXIT

235.700

6 A6.33

5 A6.33

37 m² (395 ft²)

2000 CLEAR

2090 4000 2090 2210

8600

10 m² (103 ft²)

D159

10 A6.33

8600

MED ROOM 161.3

19 m² (204 ft²)

2 A4.20 DS-PC-WC

BR-1 EMS

D161.2

4 m² (48 ft²)

MEETING ROOM 157

33 m² (356 ft²)

PALLIATIVE CARE SUITE S152

D-ES-B-1B

G/R BIN

EXT-GE-02

BLRD-1

DS-PC-LH

CORRIDOR C160

i Fh

3100

D161

19 m² (207 ft²)

D161.1

P9-2

WC (TYPE 1) 161.2

PALLIATIVE CARE SUITE S154

Sim

BR-1 EMS

EW-5

NURSES STATION 161

- Fh

DS-PC-LH

W01

EW-5

D161.3 S157B

S157A

10 A6.33

D-E145

8 m² (82 ft²)

4585

D157

BR-1 EMS

5 A6.33

41 m² (440 ft²)

3 A9.30

ELEC / IT E145

DS-PC-WC

11 A6.33

D-C150

1705

2220

STORAGE 161.1

i Fh

P9-1

PALLIATIVE CARE SUITE S156 33 m² (357 ft²)

EW-5

2210

2000 CLEAR

W01

BLRD-1

D-C160 P9-2

3 m² (34 ft²)

10 A6.33

3a A7.30

X9R-3 i Fh

i Fh

2200 CLEAR

2200

P9-2

DS-PC-WC DS-PC-LH

Sim

SHIPPING / RECEIVING ENTRY

EXIT DE146A

EXT-GE-01

REQUIRED LOADING AREA (18.0m x 3.7m x 4.3m)

4 A6.11

2 A6.11

DE146B

CLEAR

2090

112 m² (1208 ft²)

BLRD-1

DE-ES-B-1

Not Enclosed (Not Enclosed)

FROST SLAB BELOW

BLRD-1

D A6.01

BR-1 CONC

EW-6

D-ES-B-1A

33 m² (356 ft²)

G/R BIN

BLRD-1

PALLIATIVE CARE SUITE S168

310 Spadina Avenue, Suite 303 | Toronto, ON M5T 2E8 www.garchitects.ca | (416) 937-7733 | hello@garchitects.ca

MTL MTL

G/R BIN ENCLOSURE 301.5

PROPOSED SIDEWALK

33 m² (356 ft²)

EXIT

CORRIDOR C150 PALLIATIVE CARE SUITE S158

architects

1195

6430

PALLIATIVE CARE SUITE S164

DS-PC-LH W01

1830

Sim

2 A6.33 2000 CLEAR

PALLIATIVE CARE SUITE S160

2380

FNC-02

BR-1 EMS

EW-5

8 3500

3000

2 A4.00

BR-1 CONC

18 A6.30

W01

2010

1095

Sim

410 1070 EW-6

EW-5 (45)

Sim

10 A6.33

4 A6.10

2210

6000

W01

2090

4205

6600

BR-1 EMS

58235 2210

C A6.00

7x 4395

1770

2090

10 A6.33 4600 15.0mm DRIPLINE SETBACK 2000

2090

W01

2210

7 4300

BLRD-1

29 m² (308 ft²)

W03

EW-5 (45)

W01

Sim

10 A6.33

LOUNGE 162

PATIO ACCESS

BR-1 EMS

EW-5 (45)

W01

Sim

10 A6.33

W24

DE109

2090

4300

1070

BR-1 EMS

EW-5 (45)

W01

7030

2820 6600

49 m² (527 ft²)

800 95

2210

B A6.00

6 8600

4600

BR-1 EMS

PATIO - PALLIATIVE P150

BR-1 EMS

5 4300

2000

2090

EW-5 (45)

160

2 A6.10

2a A7.30

4b 4300

6245

EW-5 (45)

3 A6.10

4000

1800

1 A6.10

18330

120

A A6.00

3y 6600

2600

9180

4 A6.50

3x 2000

6000

3 2600

8600

2 2000

7200

1x 6600

8200 LIGHT WELL TO POOL AREA BELOW

WC (TYPE 3) 103

FROST SLAB BELOW

8 m² (87 ft²)

D105.2

10 A6.30

3 A6.14

Sim

D110

1 A7.70

STORAGE 110.3

W14

S110

CHAPEL 110

8600

13805

7540

8600

9 m² (100 ft²)

2 A7.22

D110.3

75 m² (808 ft²)

MULTI-PURPOSE RM 111

W18

82 m² (887 ft²)

9 m² (98 ft²)

D111.1

10 A6.30

KEYNOTES #

3 A6.13

STORAGE 111.1

19295 38485

201

Keynote Text REFER TO ELEVATOR MANUFACTURER FOR ELEVATOR SHAFT AND DOOR OPENING DIMENSIONS.

D110.1

G SACRISTY 110.1

TREATMENT RM 120.2

7 m² (70 ft²)

13 m² (141 ft²)

WC (TYPE 2) 120.3

2420

BR-1 EMS

EW-5

2400

46 m² (493 ft²)

ADMIN OFFICE 134

OFFICE - FINANCIAL 133

OFFICE - GENERAL 132

OFFICE - GENERAL 131

9 m² (100 ft²)

D120.3

D120.1

3885

Sim

3885

8600

7525

D120.2

4 A6.30

CORRIDOR C120

5 m² (54 ft²)

D120

DOCTOR'S OFFICE 120.1

WAITING AREA 120

14 m² (145 ft²)

15 m² (161 ft²)

1 A7.24

8600

D110.2

CLOSET 110.2

BR-1 EMS

EW-5

S120

W01

3480

3855

4190

4300

D136

5 m² (52 ft²)

OFFICE (DIR) 135

4365

2670

PRINT 130.3

5 m² (52 ft²)

3 m² (36 ft²)

2 A6.33

6860

KITCHENETTE 130.2

29 m² (308 ft²)

S10-1 - Fh

4 A6.30

ELEC E130 3 m² (30 ft²)

i Fh

4300

D-E130

5 i X9-2 A6.13

OPEN OFFICE 138

10 A6.30

37 m² (398 ft²)

Sim

10 A6.30

Sim

PROPOSED LOCATION OF STORMWATER RETENTION TANK

EW-5

7 A6.30

1 A6.14

SIDEW ALK

9305 405

6600

2000 20610 2600

2000

BR-1 EMS

2880

5 A6.30

4 A6.13 2840

2000

1060

2525

6600

365

365 PROPOSED

7 A4.00

BR-1 CONC

1180

A A6.00

1610

1510

4300

37630 4300

8600

4300

4395

G G G G G by:

report any discrepancy to architect before proceeding.

ELISABETH HOUSE - RESIDENTIAL CARE FACILITY 400 RYMAL ROAD WEST, HAMILTON, ON L9B 1B8

LEVEL 1 - FRAMING PLAN

K AL

TOP OF TANK ELEV = 231.650 EW-6

Issued for Coordination Issued for Building Permit (Draft) Issued for Site Plan Approval (Submission 2) Issued for 100% Design Development Issued for Class B Costing revision:

All drawing and specifications are the

DEW

6 A6.30

2018 11 21 2018 09 28 2018 06 28 2018 04 10 2018 04 02 date:

property of the architect. NOT FOR The contractor shall verify dimensions and CONSTRUCTION allinformation on site and

E SI ET CR ON DC SE

X9-2 D-ES-C-1

OPO PR

EXIT STAIR C ES-C-1 21 RISERS @ 190 mm DE-ES-C-0

7 5 4 3 2 #

3065

- Fh

4185

F6-1

E A6.01

7 m² (76 ft²)

4185

23 RISERS @ 190 mm UP

BR-1 CONC

BR-1 EMS

EW-5

MEETING ROOM 137

S10-1 - Fh EW-6

D-C130

S137

1 m² (10 ft²)

S10-1 - Fh

9570

D135.1

1625

WC (TYPE 1) 135.1

2840 D137

CLOSET 130.1

50 m² (536 ft²)

18 m² (196 ft²)

8 A6.30 I

CORRIDOR C130

EXIT

S130

2880 D130.1

4300

WC (TYPE 1) 136 W01

2000 CLEAR

4300

2 A6.14

1100 525 CLEAR

D135

2205

S135

D131

2090

2915

9 A6.30

S131

2210

D132

4055

S132

1555 CLEAR

D133

2000

S133

1925

E A6.01

D134

1805

1000

DE120 S134

W22

4205

3500

Zoning: DE-H/S-1301 Municipal File No.: DA-17-196 scale:

1 : 100

drawn by:

MN, GN, BM, JC, VM

reviewed by:

PG, GG

job number:

17017

plot date:

2019 05 03

drawing number:

A2.11 GROUND FLOOR PLAN

2017

RESIDENTIAL CARE: ELISABETH HOUSE

DRAWINGS AND DETAILS:

CURTAIN WINDOW JAMB DETAILS

architects

CURTAIN WINDOW FRAMING DETAILS 4

105

185

310 Spadina Avenue, Suite 303 | Toronto, ON M5T 2E8 www.garchitects.ca | (416) 937-7733 | hello@garchitects.ca

235 F6-1

EW-1A

FC-1 EMS

F6-1

EW-1A

FC-1 EMS

FC-3 EMS

EW-3C

W02

F6-1

EW-1A

FC-1 EMS

F6-1

INTERIOR SILL

- Fh

EW-1A

310 W02

W02

INTERIOR SILL

ALUM. FRAME SURROUND. CUSTOM MADE.

FC-1 EMS

4 W04 EW-1A

F6-1

- Fh

LVL 2 - Curtain Wall @ Aluminium Frame & 150 Fibre Cement

LVL 2 - Curtain Wall @ 100 Fibre Cement

SCALE: 1 : 5 - ( REF. DWG. : 1 / A2.12 )

WINDOW - FRAME DETAIL AXO

5.5

SCALE: 1 : 5 - ( REF. DWG. : 1 / A2.12 )

SCALE:

FIBRE CEMENT TRANSITION DETAILS

EW-1A

283

FC-1 EMS

EW-1A

X9-2

187 FACE OF SHEATHING

101

LINE OF SHEATHING

i Fh

EW-1A

FC-1 EMS

HAT BARS @ PER MANUFACTURERS SPEC

F6-1 - INTERIOR FURRING

F6-1 EW-1A

FC-1 EMS

EW-1A

FC-1 EMS

F6-1

- Fh

SCALE: 1 : 5 - ( REF. DWG. : 1 / A2.12 )

EW-2B

METAL STUD @ 400cc MAX as PER SPEC.

FC-02 - GREY FIBRE C PANEL

FC-2 CONC

F2-1 EW-1A

300

- Fh

FC-1 EMS

250

25 8

EW-1B

RIGID INSULATION

FC-2 EMS

FC-01 - BROWN FIBRE C PANEL

W03

W03 EW-1A

150mm Z-GIRT ON T100CLIP AS PER SPEC.

METAL REVEAL INSTALLED BETWEEN FC PANELS.

LVL 3 - Corridor Window - Typical Jamb Detail 1

FC-1 EMS

EW-1A

FC-1 EMS

190

SCALE: 1 : 5 - ( REF. DWG. : 1 / A2.12 )

LVL 2 / 3 - FC-1 @ FC-2 TRANSITION - EAST

7.5

SCALE: 1 : 5 - ( REF. DWG. : 1 / A2.12 )

FC-1 @ FC-2 - TRANSITION - AXO

LVL 2 / 3 - FC-1 @ FC-2 TRANSITION - WEST

F.O. R.S.O.

F.O.

R.S.O.

4a F6-1

300

- Fh

EW-1B

X9-2

i Fh

F6-1

- Fh

F6-1

- Fh

X9-2

i Fh

F6-1

- Fh

F6-1

EXTERIOR PLAN DETAILS

285

FC-2 EMS

- Fh

G ARCHITECTS: INTERN ARCHITECT

EW-1B

FC-2 EMS

EW-2B

LVL 3 - Corridor Window - Typical Jamb Detail 2 SCALE: 1 : 5 - ( REF. DWG. : 1 / A2.12 ) 3

EW-2B

FC-2 CONC

HOUSE SEE 01 This small conceptual one-bedroom retreat is situated on a moderate beach facing property in Paternoster. The design is for a couple to escape the busy life of the city while still being able to accommodate friends and families for get togethers. By respecting the context of neighboring houses and the strict Paternoster Architectural Guidelines, the proposed designed tries to achieve something traditional in massing and style, while bringing modern, minimalist interiors to life. The design is equipped with a open plan Kitchen, Dining and Living Room facing the ocean, along with one bedroom and study area. The garage also includes a small studio space should they ever feel the need to work from this gorgeous little town. PATERNOSTER | WESTERN CAPE | SOUTH AFRICA

CONCEPT ELEVATION & SECTION SKETCH

SPACIAL LAYOUT DIAGRAM

2021

RESIDENTIAL: HOUSE SEE

MOVEMENT AND VIEWS

INITIAL MASSING

ENTRANCE VIEW - DUSK

GROUND FLOOR PLAN

ENTRANCE ELEVATION

CROSS SECTION

PERSPECTIVE FROM KITCHEN

PRIVATE WORK

TRANSNET: INNOVATION CENTRE & RESEARCH & DEVELOPMENT LABS Linking through Visual Expression of Kinetic Energy “kinetic energy” -energy which a body possesses by virtue of being in motion In the day-to-day operation of an office building, movement is experienced on a physical level by virtue of the building occupants or users moving from one space to another. This movement through space can either be emphasized horizontally or vertically. What happens when this movement is partially re-directed diagonally? By introducing ramps to the existing building, new circulation routes are created where interior spaces are linked, enabling the potential interaction of occupants to exchange ideas and collaborate. Due to the restrictive nature of the existing building envelope, a ‘second skin’ is introduced to solve various environmental design shortcomings. These additional facades are designed to not only accommodate vertical gardens, but also linking new building services like HVAC systems, rainwater collection tanks, renewable energy sources, heat pumps, solar shading, and glare reducing architectural elements. The position of the facades provide the perfect opportunity for various meeting, collaboration, observation and contemplation spaces to punch through the old facade, creating new additional floor area with views into the distance. How can intellectual movement be experienced or expressed? Sharing ideas, reviewing concepts, and testing prototypes are important activities for developmental processes. In order to distribute these activities efficiently through out the building, a pneumatic tube delivery system is introduced, forming a network of connected collaboration between building occupants. TEXT BY: ANTHROP ARCHITECTS

2017

TENDER: ONE TRANSNET

DUTIES & RESPONSIBILITIES + Conceptual Lead & Development + Design Development + Technical & Sustainability Resolution + Presentation & Packaging + Team Coordination

MASSING

GREEN ROOF SPACES

ORIENTATION

ADDITION OF SKIN

LANDSCAPE

CIRCULATION CORE

RAIN WATER HARVERST

SOLAR ENERGY GENERATION

PERSPECTIVE SECTION

ANTHROP ARCHITECTS: CANDIDATE ARCHITECT

DEPARTMENT OF SOCIAL DEVELOPMENT: NATIONAL NORMS & STANDARDS FOR SOCIAL INFRASTRUCTURE DEELIVERY The National Norms and Standards for Social Infrastructure Delivery provide guidance on interventions surrounding the sustainability of new infrastructure. In order to ensure that there is uniformity within the DSD sector, the Department developed National Norms and Standards for Social Infrastructure Delivery for each facility type in order to ensure that any new building would be built according to a standard.

CONCEPT

FIRE EXITS

MASSING

COURTYARD SPACES

MOVEMENT

PASSIVE SURVEILANCE

Improving the design of new infrastructure within the Department’s portfolio, requires all new developments to have a high standard of design. Well-designed buildings have a significant impact on the overall quality of the lives of people that use these facilities on a daily basis. Well-designed buildings not only look impressive, but makes practical and economic sense as well. They function well, are easily accessible by people living with a disability, cost-effective to maintain, adaptable to change with the future circumstances, and help to avoid wasteful use of energy and materials. The National Norms and Standards for Social Infrastructure Delivery, provide guidance on interventions surrounding the sustainability of new infrastructure by focusing on WHO delivers social services, WHERE social service facilities are to be located, WHAT is to be constructed and/or delivered, HOW this is to be constructed and/or delivered, and at what COST. The National Norms and Standards for Social Infrastructure Delivery will consist of the following five (5) chapters: CHAPTER 01 - Spatial Norms & Standards (‘WHERE’ & ‘WHAT’) CHAPTER 02 - Architectural Blueprint Designs (‘HOW’) CHAPTER 03 - Security Standards (‘HOW’) CHAPTER 04 - Costing Models (‘COST’) CHAPTER 05 - HR Model (‘WHO’) TEXT BY: ANTHROP ARCHITECTS

SUSTAINABLE DESIGN PRINCIPLES

2016

GOVERMENT: DSD NORMS & STANDARDS

PASSIVE DESIGN PRINCIPLES

BIOCLIMATIC ECO SYSTEM PRINCIPLES

FACILITY 1 OF 23: ECF EARLY CHILDHOOD DEVELOPMENT CENTRE Early Childhood Development is the process of emotional, cognitive, sensory, spiritual, moral, physical, social and communication development of children from birth to school-going age. An ECD centre may offer daycare as well as a pre-school programme that provides one or a collection of services and support to a child and/or caregiver to promote early childhood development.

DUTIES & RESPONSIBILITIES FOR ALL 23 FACILITIES + Conceptual design + Design development + Client & Professional Team co-ordination. + Technical design and resolution. + Sustainable Design Principles and building tectonics + Technical Specifications and oversight with Spec Writer. + Author of Chapter 02 - “Architectural Blueprint Designs”.

CONCEPT FLOOR PLAN - NOT TO SCALE

ANTHROP ARCHITECTS: CANDIDATE ARCHITECT

DETAIL 3D MASSING OF FACILITY

CENTRAL HEALTH - LONG TERM CARE FACILITIES This P3 project called for the design of two 60-bed Long Term Care Facilities in the Gander and Grand Falls-Windsor region. The challenge was to design two facilities, not only cost-effective but that would work on two extremely difficult and complex sites. While making sure the floor plan designs are as efficient as possible, the design also aims to create a home like environment for its residents with an hierarchy of spaces - from Public, Semi-private and private spaces. The design emphasises short walking distances, efficient core designs, and compact spaces to create a more intimate and residential environment. GRAND FALLS | NEWFOUNDLAND | CANADA

SITE PLAN - GRAND FALLS - WINDSOR

2017

LTC - CENTRAL HEALTH NEWFOUNDLAND

SECOND FLOOR PLAN LEGEND

PERSPECTIVE RENDER : LOUNGE & DINING AREA

ENLARGE SECOND FLOOR PLAN - SUITE LAYOUT DESIGN

DUTIES & RESPONSIBILITIES + Conceptual Design + Design Development + Project Coordination + Working closely with Project Architect on finalising project standards and requirments + Presentation and 3D Package + Technical Coordination + M/E & Engineering Coordination PERSPECTIVE RENDER - APPROACH

G ARCHITECTS: INTERN ARCHITECT

EXPERIMENTAL RENDERS:

RIVER RETREAT - DUSK

RIVER RETREAT - DAY

2020

RENDERS / SKETCHES

RIVER RETREAT - RAIN

EXPERIMENTAL RENDERS AND SKETCHES:

OFFICE - PARTY ROOM

DIGITAL SKETCH BY AURHTOR (DIGITAL TABLET)

OFFICE - PRIVATE LOUNGE

DIGITAL SKETCH BY AURHTOR (DIGITAL TABLET)

OFFICE - LOBBY / FOYER

BY AUTHOR

EXPERIMENTAL RENDERS:

ART ROOM 3D PERSPECTIVE

ENTRANCE LOBBY 3D PERSPECTIVE

2020

RENDERS / SKETCHES

LIBRARY 3D PERSPECTIVE

AXO EXPERIMENTAL RENDER:

BUILDING RENOVATION - AXO

BY AUTHOR

SKETCHES BY AUTHOR

2021

FREE TIME EXPERIMENTS

SKETCH BY AUTHOR

BY AUTHOR

thick stringers

Unless otherwise stated: RISER: x mm - contractor to determine on site TREAD: 300mm

100 x 50 x 2mm mild steel c-channel post bolted to concrete surface bed on mild steel base plate underneath screed Steel Wire Clapping Cable system kit fixed to Z-Channel profle below @ 100mm c.c and tensioned

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws countersunk screws to secure timber tread

10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

UFFL 0000

detail 24

I-BEAM FOOTING

FLOOR NOTE:

section a_a

DETAIL 24.08 C

DETAIL 24.08 D

Scale 1:5

10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

DETAIL 24.10 E

1:20

100 x 50 x 5mm Mild welded to 200 x 200 plate bolted to concre underneath floor slab

300 x 300 x 12mm m bolted to concrete flo with chemical anchor 300mm wide timber planks fixed to flat bars with self-tapping wood screws on each side

10mm dia Hilti HIT-V HIT-HY 70 Injectable landing to brick wall.

3mm thick rubber matt/sheet installed between mild steel flat bar and timber plank to absorb shock and sound

10mm Final Floor fini 25mm Sand Cement 85mm Reinforced Co per engineer's specifi

90 x 10mm mild steel flat bar welded to angle bracket to support timber landing

300mm wide timber boards fixed to 90 x 10mm mild steel flat bar with self tapping wood screw. Installation by specialist

3mm thick rubber matt/sheet installed between mild steel plate and masonary wall to absorb shock and sound 10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall @ 300mm c.c

90 x 10mm mild steel flat bar welded to angle bracket to support timber landing 100 x 100 x 10mm mild steel equal angle welded to I-beam to support landing

100 x 100 x 10mm mild steel equal angle bolted to masonry wall

50 x 50 x 3mm mild steel angle bracket welded to steel staircas and landing to act as additional support

3mm thick rubber matt/sheet installed between mild steel plate and masonary wall to absorb shock and sound

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws

110 x 110 x 8mm mild steel flange plate weldeld to extended stringer and bolted to masonary wall with anchor bolt

3mm thick rubber matt/sheet installed between timber tread and mild steel staircase tread to absorb shock and sound. Mat to stop 10mm short of edge to create shadow line

20mm thick mild steel stringer welded to understand of steel staircase. See Detail.

countersunk wood screws to secure timber tread

10mm mild steel plate to be welded underneath each equal angle to close of underside of landing

ed between timber to absorb shock t of edge to create

countersunk wood screws to secure timber tread

ed to Detail.

detail 24.08 B

LANDING DETAIL

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws

ed between timber to absorb shock t of edge to create

20mm thick mild steel stringer welded to underside of steel staircase. See Detail.

Scale 1:5

3mm thick rubber matt/sheet installed between timber tread and mild steel staircase tread to absorb shock and sound. Mat to stop 10mm short of edge to create shadow line

STEEL STAIRCASE LANDING DETAIL

countersunk wood screws to secure timber tread

face bed as etail.

10mm mild steel staircase tread and riser profile by specialist 20mm thick mild steel stringer welded to understand of steel staircase.

d with Hilti HIT-HY 70 Injectable wall.

plate welded to ncrete surface bed

75 x 900 x 10mm flat bar balustrade post fixed to I-beam.

detail 24.10 F

254 x 146 x 10mm Mild steel I-beam support to span accoss foyer space and fixed to side of concrete slabs

254 x 146 x 10mm Mild steel I-beam welded to I-beam support and mild steel I-beam column.

STRINGER & TREAD DETAIL Scale 1:5

UFFL + 4250 300mm wide timber planks fixed to flat bars with self-tapping wood screws on each side

90 x 10mm mild steel flat bar welded to angle bracket to support timber landing

line of mild steel riser above

3mm thick rubber matt/sheet installed between mild steel flat bar and timber plank to absorb shock and sound

50 x 10mm Mild Steel flat bar fixed to underside of I beam with spaces @ 500mm c.c

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws

254 x 146 x 10mm Mild steel I-beam column fixed to a 300 x 300mm base plate and bolted to concrete surface bed. See Detail.

100 x 100 x 10mm mild steel equal angle bolted to masonry wall

313 x 842 x 10mm Mild steel base plate welded to staircase stringer and bolted to concrete surface bed underneath screed level

5mm DIA steel wires suspended from I-beam above and fixed to Z-Channel at FFL with Cable system kit @ 100mm c.c and tensioned

75 x 900 x 10mm flat bar balustrade post side of Landing with handrail pin/handle 50 x 50 x 3mm mild steel angle bracket welded to steel staircas and landing to act as additional support

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws

line of rubber mat above: to create 10mm shadow line

20mm thick mild steel stringer welded to undersideof steel staircase. See Detail.

10mm DIA mild steel pins/handles to secure handrail to wall @ 800mm c.c. See Detail.

3mm thick rubber matt/sheet installed between mild steel staircase profile and timber tread and risers to absorb shock and sound

20mm thick mild steel stringer welded to 313 x 842 x 10mm mild steel base plate

Purpose made mild steel landing filled timber 300mm wide timber boards bolted to masonry wall with anchor bolt. See Detail

countersunk wood screws to secure timber tread

10mm mild steel plate to be welded underneath each equal angle to close of underside of landing

10mm Fina 25mm San 85mm Rein per engine

Glass clip/clamp system to underside of I-beam to support 12mm safety glass panel by specialist

LED Strip light

10mm mild steel plate to be welded underneath each equal angle to close of underside of landing

10mm dia H HIT-HY 70 landing to b

Steel Wire Clapping Cable system kit fixed to flat bar above @ 100mm c.c and tensioned

75 x 10mm flat bar handrail fixed to side of plastered wall with mild steel pins/handles

100 x 100 x 10mm mild steel equal angle bolted to masonry wall and welded to I-beam column

10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall @ 300mm c.c

254 x 146 x welded to a bolted to co

300 x 300 x bolted to co with chemi

30mm DIA Cylindrical Spacers to fixed Flat Bar to I beam spaced @ 500mm c.c.

3mm thick rubber matt/sheet installed between mild steel flat bar and timber plank to absorb shock and sound

10mm dia Hilti HIT-V-F Anchor rod with Hilti HIT-HY 70 Injectable mortar to secure landing to brick wall.

UFFL + 4250

Glass clip/clamp system to underside of I-beam to support 12mm safety glass panel by specialist

DETAIL 24.08 B FIXTURES NOTE:

50 x 50 x 3mm mild steel angle bracket welded to steel staircas and landing to act as additional support

All tread and riser fixings to be done on the UNDERSIDE of the stairscare. FIXINGS TO NOT BE VISIBLE ON STIARCASE ITSELF

20mm thick mild steel stringer welded to underside of steel staircase. See Detail.

110 x 110 x 8mm mild steel flange plate weldeld to extended stringer and bolted to masonary wall with anchor bolt

10mm mild steel staircase tread and riser profile held in place with 2 x 20mm thick stringers

20mm thick mild steel stringer welded to understand of steel staircase. See Detail.

DETAIL 24.10 F

STAIR NOTE: Unless otherwise stated: RISER: x mm - contractor to determine on site TREAD: 300mm

20mm thick timber tread to be fixed to mild steel staircase with countersunk screws countersunk screws to secure timber tread

10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

UFFL 0000

steel staircase assembly

FLOOR NOTE:

not to scale

REVISIONS NO

DATE

DESCRIPTION

PROJECT NAME: Proposed additions and alterations for Mr. de Beer, on stand portion 611and portion of portion STEEL 75, Reitfontein 375 JR

GENERAL CONTRACT DOCUMENTS

DETAIL 24.08 C

DETAIL 24.08 D

DETAIL 24.10 E

1:20

STAIRCASE ASSEMBLY SCALE:

2013-18

section a_a

DRAWING TITLE: DETAILS AND ASSEMBLY

10mm Final Floor finish on 25mm Sand Cement Screed on 85mm Reinforced Concrete surface bed as per engineer's specification & detail.

STEEL STAIRCASE SECTION

1:5

DRAWN: DATE:

G.NOETH 2015-08-21

STATUS:

FOR CONSTRUCTION

JOB NO:

233 RIAAN DEBEER

DRAWING NO:

2400.10 DETAILS + ASSEMBLY COPY RIGHT RESERVED ON THE CONTENTS OF THIS DRAWING

300mm wide timber planks fixed to flat bars with self-tapping wood screws on each side

REV

3mm thick rubber matt/sheet installed between mild steel flat bar and timber plank to absorb shock and sound 90 x 10mm mild steel flat bar welded to angle bracket to support timber landing

3mm thick rubber matt/sheet installed between mild steel plate and masonary wall to absorb shock and sound 10mm dia Hilti HIT-V-F Anchor rod with

300mm wide timber boards fixed to 90 x 10m mild steel flat bar with self tapping wood scr Installation by specialist

WOOD BLOCKING

SEALANT

STONE SILL W/ DRIP EDGEGROOVE PLUG PREFINISHED EXTRUDED ALUMINUM ANGLE, 50mm X 50mm X 2mm

CONTINUOUS BACKER ROD AND SEALANT 13 ALL AROUND WINDOW FRAME

7METAL SILL END DAM BEYOND

EXTERIOR

100mm VERTICAL FIBRE GLASS CLIP FILL METAL STUD W/ MINERAL WOOL BATT INSULATION

50mm XPS RIGID INSULATION BELOW WEEPING TILE.

WATERPROOFING MEMBRANE UNDER WEEPING TILE. SEAL TO WS.3 RIGID INSULATION BELOW.

F.4

LINE OF THRESHOLD BELOW

13mm CEMENT BOARD AT WINDOW SILL

WS.3

PREFIN. METAL SILL FLASHING FINISH COLOUR TBD.

DE WOOD

INSULATION

EDGE OF SLAB BELOW; REFER TO STRUCT. DWGS.

HOLLOW METAL DOOR. REFER TO DOOR SCHEDULE

EXTERIOR

100mm VERTICAL FIBRE GLASS CLIP

RE GLASS CLIP

J TRIM AND CONT. BEAD OF SEALANT ALL AROUND DOOR FRAME

A9.03

LINE OF THRESHOLD BELOW

WS-01 (MAIN ENTRY VEST. - OVERHANG) CONT. BACKER ROD DRIP EDGE

AND SEALANT

1:5

WS.3

1:2

OD BLOCKING

AW1

j h

ALUMINIUM WINDOW

CONT. BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME

SECTION DETAIL: TYP. ALUMINUM WINDOW HEADER AT STONE CLADDING

METAL SILL END DAM BEYOND PREFIN.A9.01 METAL SILL FLASHING 1:2 FINISH COLOUR TBD.

ISSUED FOR MOH WORKING DRAWING SUBMISSION ISSUED FOR PERMIT revision:

revisions

PREFINISHED EXTRUDED ALUMINUM ANGLE, 50mm X 50mm X 2mm

2 T/O WINDOW SILL R.O. L1

7 75

GROOVE PLUG STONE SILL W/ DRIP EDGE CONT. BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME

5 21.03.24 4 21.03.24 # date:

j h

WS.3

PREFINISHED EXTRUDED ALUMINUM ANGLE, 50mm X 50mm X 2mm

METAL SILL END DAM BEYOND 13

WOOD WINDOW CASING. SOLID WOOD FRAME WITH PENCIL EDGES. STAIN TO MATCH PL-1

PREFIN. METAL SILL FLASHING FINISH COLOUR TBD.25

S BEAD OF GWB ALL AROUND AME

EXTERIOR DETAILS

STRAP ANCHORS C/W CONTINUOUS BEAD OF SEALANT INFILL MINERAL WOOL AT WOOD ALL AROUND WINDOW INSULATION AND SHIMS FRAME

CONTINUOUS BEAD OF SEALANT BELOW METAL SILL

FLASHING SECTION DETAIL: TYP. ALUMINUM WINDOW SILL AT STONE CLADDING 75

1:2 STONE SILL W/ DRIP EDGE

OOL INSULATION

13 25

7 9

NTERIOR

WS.3

A9.01

FILL METAL STUD W/ MINERAL WOOL BATT INSULATION

F.4

WS.3

MSA 139 MSA by:

PREFIN. STAINLESS STEEL CLOSER PLATE

B.1

All drawing and specifications are the property of the architect. The contractor shall verify all dimensions and information on site and report any discrepancy to architect before proceeding.

Sim 123123 A9.03

SPRAY APPLIED FIRE RESISTIVE MATERIAL

EXTERIOR GRADE BLOCKING

PREFIN. STAINLESS STEEL CLOSER PLATE

EDGE OF SLAB BELOW; REFER TO STRUCT. DWGS.

SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME E-DP 1010

9 A9.01

DSR 1012

FILL METAL STUD W/ MINERAL WOOL BATT INSULATION CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

Sim

CONTINUOUS 'J' TRIM AND BEAD OF SEALANT AT GWBBB ALL AROUND DOOR FRAME X.2

FILL VOID WITH SPRAYED INSULATION

EXTERIOR GRADE BLOCKING

VESTIBULE P1010

CONTINUOUS BACKER ROD AND SEALANT ALL AROUND WINDOW FRAME

STEEL ANCHOR SUPPORT FOR ALUMINIUM DOOR FRAME AT HEADER

LINE OF THRESHOLD BELOW

STRUCTURAL COLUMN - REFER TO STRUCT. DWGS

F.4

WS.3

CACF SR1012

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEALANT

LINE OF WALL INSIDE ALUM. DOOR (REFER TO DOOR SCHEDULE)

E-DP 1010

HOLLOW METAL DOOR. REFER TO DOOR SCHEDULE

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

PREFINISHED S.S. CLOSER PLATE

A9.03

EXTENDICARE STITTSVILLE GN / MCS LONGLP /TERM CARE SK reviewed by:

SECTION DETAIL: TYP. ALUMINUM WINDOW SILL AT STONE CLADDING 1:2

EXTERIOR GRADE WOOD BLOCKING STRAP ANCHORS C/W INFILL MINERAL WOOL INSULATION AND SHIMS

C:\Users\gnoeth\Documents\MSA_EC Stittsville_R2019_C_gnoeth2XV27.rvt

WS.3 T/O WINDOW SILL R.O. L1

SLOPE

A9.01

DOOR OPERATOR

1:5

WS-01 (MAIN ENTRY VEST. - OVERHANG) 1:5

SOFFIT SOFFIT TO MAT

drawn by: 40

550

A9.03

F.4

GWB 2450

WS-01 (MAIN ENTRY VEST. - THRESHOLD )

1:2

scale:

NT BOARD AT LL

WF.2B

EXTERIOR STONE VENEER WALL SECTION

1:5

F.4

ISSUED FOR MOH WORKING DRAWING SUBMISSION 50 ISSUED FOR PERMIT revision:

revisions 2510 WELLINGS PRIVATE STITTSVILLE, ON

EXTEND UP ALUM. EXTERIOR GRADE ANGLE TO SEALANTWOOD BLOCKING

ALUMINIUM WINDOW STONE SILL DETAIL

job number:

20019

plot date:

21/04/13

6 LINE OF SLAB EDGE BELOW

2510 WELLINGS PRIVATE ON

STITTSVILLE, drawing number:

EXTERIOR A9.01DETAILS

INSIDE 5

3120

ON NDS UP ALUM. ANGLE ALANT

CRUSHED STONE BED. REFER TO LANDSCAPE DRAWINGS

EXTENDICARE STITTSVILLE LONG TERM CARE

CONTINUOUS BACKER ROD AND SEALANT

A9.03

MSA MSA by:

All drawing and specifications are the property of the architect. The contractor shall verify all dimensions and information on site and report any discrepancy to architect before proceeding.

1:5

WOOD WINDOW CASING. SOLID WOOD FRAME WITH PENCIL EDGES. STAIN TO MATCH PL-1

AW1

LINE OF STONE CLADDING CONTINUOUS BEAD OF BEYOND SEALANT BELOW METAL SILL FLASHING ALUMINIUM WINDOW

D EXTRUDED ALUMINUM m x 38mm x 2mm

CONCRETE SIDE WALK

PLAN DETAIL: MAIN ENTRY SIGNAGE WALL

SLOPE

S BACKER ROD AND

GRADE WOOD

5 21.03.24 4 21.03.24 # date:

A9.03

550

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

EXTEND UP ALUM. ANGLE TO SEALANT

CONTINUOUS BEAD OF SEALANT AT WOOD ALL AROUND WINDOW FRAME

GROOVE PLUG

OUND

EXTEND AROUND ALL CLIPS THAT MAY PENETRATE SEAL

CONTINUOUS BACKER ROD AND SEALANT

LINE OF STONE CLADDING BEYOND

CONCRETE SIDEWALK (REFER TO LANDSCAPE )

SECTION DETAIL: MAIN ENTRY SIGNAGE WALL

CONTINUOUS BACKER ROD AND

SILICONE SEALANT AT TOP AND ALUMINIUM WINDOW STONE HEADER SIDES OFDETAIL WINDOW FRAME.

j h

ANGLE

1:5

WOOD WINDOW CASING. SOLID WOOD FRAME WITH PENCIL EDGES. STAIN TO MATCH PL-1

LINE OF STONE RETURN BEYOND

ALUMINUM mm

AW1

SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME

NTERIOR

CRUSHED STONE BED. REFER TO LANDSCAPE DRAWINGS

14 G.A. GALVANIZED CORNER PLATE ANCHORED TO VERTICAL ZGIRTS BY MISCELLANEOUS METALS

139

CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF WINDOW FRAME

D AND

LEVEL 1

5 6

1:2

UOUS BEAD OF SEALANT ALL AROUND WINDOW

CONCRETE SIDE WALK

A9.01

UOUS BACKER ROD AND E SEALANT AT TOP AND F WINDOW FRAME. AROUND ALL CLIPS THAT NETRATE SEAL

50 EDGE OF CONCRETE FOUNDATION BELOW; REFER TO STRUCT. DWGS.

LINE OF SLAB EDGE BELOW

FINISH COLOUR TO MATCH

A9.03

LEVEL 1

2% MIN SLOPE

123123 PLAN DETAIL - TYP. EXTERIOR HM DOOR JAMB

EXTERIOR GRADE WOOD BLOCKING

EXTERIOR STONE CLADDING SECTION DETAIL: TYP. ALUMINUM WINDOWAW1 HEADER AT STONE CLADDING

STRUCT.

j h

STRUCTURAL COLUMN. REFER TO STRUCT. DWGS.

CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME 25

WS.3

PREFINISHED S.S. CLOSER PLATE j h

203mm WIND LOAD-BEARING LIGHTWEIGHT STEEL FRAMING (METAL STUD) @ 406mm O.C.

MEMBRANE OVER STEEL JAMB PLATE 150mm HIGH AT THE BOTTOM JOINTOFFILLER BY CAVITY THE DRAINAGE

FW.1

CONTINUOUS BACKER ROD AND SILICONE SEALANT AT TOP AND 9 SIDES OF WINDOW FRAME. EXTEND AROUND ALL CLIPS THAT MAY PENETRATE 7 SEAL

LINE OF STONE RETURN BEYOND INSECT SCREEN

BARRIER-FREE LAPTHRESHOLD AND SEAL TRANSITION DOOR

PORCELAIN TILE

WOOD WINDOW CASING. SOLID WOOD FRAME WITH PENCIL EDGES. STAIN1TO MATCH PL-1

SPRAYED INSULATION AT TOP AND SIDES OF WINDOW FRAME

CONT. BACKER ROD AND SEALANT

STONE WALL BEYOND

ALUM. DOOR (REFER TO DOOR SCHEDULE)

WS.3A

CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF WINDOW FRAME

OUTSIDE

INSULATED HOLLOW METAL DOOR. REFER TO DOOR SCHEDULE

LINE OF WALL INSIDE

Sim

100mm VERTICAL FIBRE GLASS CLIP

OR GRADE WOOD BLOCKING

E WOOD BLOCKING AS ED FOR GWB INSTALLATION TALLATION OF OWNER ED WINDOW SHADE AND N

INSIDE

WS.3

8 A9.02

2021-04-19 9:25:35 AM

F SEALANT WINDOW

EXTERIOR GRADE WOOD BLOCKING

RVERTICAL ROD ANDFIBRE GLASS CLIP T TOP AND AME. CLIPS THAT L

FINISH COLOUR TO MATCH EXTERIOR STONE CLADDING

j h

KING AS NSTALLATION F OWNER HADE AND

B.1 45

2450

INSECT SCREEN

SECTION DETAIL: TYP. VINYL WINDOW SILL AT STONE CLADDING

3120

FILL VOID WITH SPRAYED INSULATION

LINE OF STEEL COLUMN IN FOREGROUND; REFER TO STRUCT. DWGS.

A9.01

MINERAL WOOL BATT INSULATION IN DOOR FRAME

LAP TRANSITION MEMBRANE OVER A/V BARRIER

INTERIOR

E-DP 1010

PREFINISHED S.S. CLOSER PLATE

WS.3

LAP & SEAL AIR/VAPOUR BARRIER.

FILL METAL STUD W/ MINERAL WOOL BATT INSULATION

ALUM. DOOR (REFER TO DOOR SCHEDULE)

STONE SILL W/ DRIP EDGE

LINE OF WALL INSIDE

MINERAL WOOL INSULATION AND SHIMS

FINISH COLOUR TO MATCH EXTERIOR STONE CLADDING CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF WINDOW FRAME

FILL VOID WITH SPRAYED INSULATION SLOPE

B.1

EXTERIOR GRADE WOOD BLOCKING

DOOR FRAME

SEALANT BELOW METAL SILL FLASHING

1:2

CONTINUOUS 'J' TRIM AND BEAD OF

SLOPE

A9.01

INSECT SCREEN

PRESSURE-TREATED WOOD BLOCKING AS REQUIRED SEALANT AT GWBBB ALL AROUND PRECAST CONCRETE CAP

BEADTYP. OF SECTIONCONTINUOUS DETAIL: VINYL WINDOW SILL AT STONE CLADDING

MORTAR NET

75mm X 75mm STEEL ANGLE BOTH SIDES TO SUPPORT PRECAST CAP

DSR 1012

139

T/O WINDOW SILL R.O. L1

550

FILL METAL STUD W/ MINERAL WOOL BATT INSULATION CONTINUOUS BEAD OF SEALANT AT GWB ALL AROUND WINDOW FRAME

Sim 123123 A9.03

INTERIOR

LINE OF STONE RETURN BEYOND

STEEL ANCHOR SUPPORT FOR ALUMINIUM DOOR FRAME AT HEADER

BOARD AT

CACF SR1012

scale:

1:2

drawn by:

GN / MCS

reviewed by:

LP / SK

job number:

20019

plot date:

21/04/13

drawing number:

A9.03

LAP AND SEAL TRANSITION MEMBRANE OVER STEEL JAMB PLATE 150mm HIGH AT THE BOTTOM OF THE DRAINAGE CAVITY WS.3A

CONTINUOUS BACKER ROD AND SEALANT AT TOP AND SIDES OF CLOSER PLATE

A9.01

STRUCTURAL COLUMN. REFER TO STRUCT. DWGS.

WS.3

14 G.A. GALVANIZED CORNER PLAN DETAIL - AD - ENTRANCE VESTIBULE JAMB PLATE DETAIL ANCHORED TO VERTICAL Z-

1:5

STONE WALL BEYOND

ALUM. DOOR (REFER TO DOOR SCHEDULE)

LAP AND SEAL TRANSITION MEMBRANE OVER STEEL JAMB PLATE 150mm HIGH AT THE BOTTOM OF THE DRAINAGE CAVITY

203mm WIND LOAD-BEARING LIGHTWEIGHT STEEL FRAMING (METAL STUD) @ 406mm O.C.

OUTSIDE

LINE OF WALL INSIDE

5 WS.3

LINE OF SLAB EDGE BELOW

EAD OF WB ALL AROUND E

F.4

150mm PERIMETER DRAINAGE TILE SURROUNDED BY 150mm OF 19mm CLEAR CRUSHED STONE, GEOTEXTILE FABRIC. REFER TO GEOTECHNICAL.

MINERAL WOOL INSULATION AND SHIMS

EXTEND UP ALUM. ANGLE TO SEALANT

FLASHING LINE OF FIBRE CEMENT TRIM BOARD BEYOND

38mm x 2mm

ENDS UP ALUM. ANGLE SEALANT

BARRIER-FREE DOOR THRESHOLD

PORCELAIN TILE

JOINT FILLER BY STRUCT.

FW.1 j h

2% MIN SLOPE

j h

CONCRETE SIDEWALK (REFER TO LANDSCAPE )

EDGE OF CONCRETE FOUNDATION BELOW; REFER TO STRUCT. DWGS.

ALUMINIUM DOOR JAMB PLAN DETAIL @ STEEL COLUMN CORNER

GIRTS BY MISCELLANEOUS METALS

A9.03

SECTION DETAIL: ALUM 1:2

VARIOUS FIRMS/PRACTICES 9

A9.03

PLAN DETAIL: MAIN ENTRY SIGNAGE WALL 1:5

A9.03

WS-01 (MAIN ENTRY VEST. - THRESHOLD ) 1:5

WF.2B

SKETCH BY AURHTOR (DIGITAL TABLET)

2021

FREE TIME EXPERIMENTS

SKETCH BY AURHTOR (DIGITAL TABLET)

BY AUTHOR

2022

ACADEMIC PORTFOLIO [SELECTED WORKS] 2009-2014 T s h w a n e U n i v e r i s t y o f Te c h n o l o g y South Africa, Pretoria

DIGITAL SKETCH BY AURHTOR (DIGITAL TABLET)

THE DESIGN OF AN INTERNATIONAL SCHOOL OF ASTRONOMY & ASTRO-TOURISM CENTRE Architecture represents the symbiotic relationship between earth, man and the sky. The dissertation explores these connections in a Cosmic Landscape. The proposed facility is situated at the South African Astronomical Observatory (SAAO) in Sutherland. It is nested within the South-west-embankment of the mountain, currently hosting the Southern Africa Large Telescope (SALT). The resultant design takes on a linear building typology with radial aspects to document astronomical events. The project investigates the semiarid Karoo climate and how the resultant architecture reacts to harsh environmental conditions. SUTHERLAND, KAROO, NORTHERN CAPE 19 250m²

DESIGN APPROACH SKETCH

2014

THESIS: AN ASTRONOMICAL CENTRE

FRAMING COSMIC EVENTS The built artefact is explored as a “telescope”, bringing astronomical objects from the Cosmic Dome to the foreground. The concept was inspired by an Axis Mundi and the way in which the horizontal planes (geographical poles) intersect with the vertical (celestial poles). The proposed design allows for interaction between the spatial form and the Cosmic Landscape

CONCEPTUAL PARTI DIAGRAM

6TH YEAR DESIGN

PROPOSED DESIGN AERIAL SKETCH

2014

THESIS: AN ASTRONOMICAL CENTRE

SITE LOCATION

6TH YEAR DESIGN

COSMIC ENVELOPE

COMBINATION

MAPPING THE COSMIC LANDSCAPE The proposed site is placed within the Cosmic Envelope, creating a new landscape in which the design proposal will interact. The Cosmic Landscape was explored using 2D spatial parameters to gain a greater understanding of the interaction between the Cosmic Dome and the proposed site. The expected positions of solstices, equinoxes and star activities, in relation to the site, were intended to determine the viewing from within the building. The first study investigated the movement of stars and planets across the Cosmic Dome.

2014

THESIS: AN ASTRONOMICAL CENTRE

MUSEUM COMPONENT

6TH YEAR DESIGN

SITE & A SENSITIVE LANDSCAPE The building form follows the natural contour lines of the mountain. Detailed floor plan design of the museum component. No weather line present in proposed building. Exposed plenum levels and natural landscape within the building help continue the landscape from the outside. Public Circulation is regarded as a journey that creates curiosity and narrates the exhibitions within the building.

SITE & LOCALITY PLAN

2014

THESIS: AN ASTRONOMICAL CENTRE

PORTION OF GROUND FLOOR PLAN

SOLAR/WIND CHIMNEYS Solar and wind chimneys are used to assist in cooling the building through the plenum level and aid in ventilation within deeper recessed spaces in the design. Using the stack ventilation method, openings below and above create air pressure differences that allow for air currents to flow through the building. Warm air that rises is extracted through an exhaust above ground, while cooler, outside air is funneled through the plenum and openings on the western façade.

GEOTHERMAL HEATING MODERN HYPOCAUST SYSTEM: Geothermal heat pumps are used in the winter months to assist in warming the building. During winter, the plenum discharges the water and closes up. Once air is heated up through the geothermal heat pump, it is distributed into the plenum level and heats the building up from below. This technique is based on the Roman hypocaust system. The geothermal pipes are to be laid at a minimum depth of 4m.

WATER HARVESTING Rain and melted snow from the roof and landscape will be collected, filtered and stored in tanks within the building. Grey water in the building is also to be filtered and re-used. Water discharged from the plenums will assist where possible to supplement the use of the borehole water on site. Water flowing in the plenum level is to filtered and pumped back up to create a loop system where the water is always in motion. This eliminates the threat of bacteria and fungi growing in motionless water.

6TH YEAR DESIGN

REACTION TO CLIMATE AND SITE Passive design systems were incorporated as an extension of the building complex. The introduction of radiant cooling and heating assists in achieving a more temperate indoor climate. Using water and geothermal heat pumps, the building is able to adapt to climatic changes with minimal use of energy. The western façade is designed as an extended or deep skin to mediate solar radiation. The design, as has been emphasised, should also take into account the light sensitive telescopes and ensure that minimal artificial light escapes the building at night.

EDUCATIONAL COMPONENT

2014

THESIS: AN ASTRONOMICAL CENTRE

COSMIC EVENT

3D SECTION OF PROPOSED DESIGN - VIEWING COSMIC EVENT

3D SECTION OF PROPOSED DESIGN - CROSS SECTION

6TH YEAR DESIGN

TO CONNECT TO THE COSMOS The aim of this dissertation was to design a School of Astronomy in such a manner as to pay homage to the ancient civilisations that documented our night sky while introducing modern functionality to the building. The Cosmic Landscape in which the design finds itself, allowed for architecture that complemented the natural elements. By exploring massing and natural building materials, the building establishes itself within the landscape and creates the illusion that it has stood there for epochs. This is further emphasised by architecture that frames certain astronomical events.

VIEW FROM SUMMMER SOLSTICE

2014

THESIS: AN ASTRONOMICAL CENTRE

SUMMER SOLSTICE IMPACT ON THE PROPOSED DESIGN

6TH YEAR DESIGN

THE DESIGN OF A NUCLEAR SKYSCRAPER POWER PLANT The brief called for a radical skyscraper design which would not only establish pretoria’s highrise hub but would also address crutial economical and evironmental issues. The proposal was to harness the power of depleted urianium from the Koeberg nuclear power station in order to create re-cycled nuclear energy for pretoria - in a time where national blackouts were common due to a shortage of power production.

PRETORIA WEST | GAUTENG 3000m²

RE - “about regarding, with reference to” The concept is a play on the letters “RE”, meaning “what is it about”. RE act as a guideline towards the design, and what it aims to achieve. The design aims to archieve several “RE” elements: RE-USE RE-CLAIM RE-COVER RE-PROCESS RE-COMFIGURE RE-ACT

PERSPECTIVE RENDER

2013

CONCEPTUAL: SKYSCRAPER

0-00 SITE The site aims to open up and join the urban fabric by linking together with other proposed skryscrapers, thus enhancing the overall urban experience. Furthermore the site blurs the realm of public and private spaces when it comes to industrial building types, allowing for more public an pedestrian participation. In essence the site forms part of the urban rejuvenation scheme, bridging the isolated site to the greater Pretoria West.

SITE CONTEXT PLAN

5TH YEAR DESIGN

This allows the city to acces the lake as a source of water and relaxation. by doing so, the site exposes itself to its historical and heritage quality to the urban environment.

STRUCTURE The propsed design structure is based on the Tomigaya Exhibition Building, Tokyo - Japan, done by Richard Rogers. the structure consissts of two main cores; One steel frame support strucutre and one steel mast. These two cores are then joined with one other by a series of girder trusses whcih in turn carries the floor slabs. The entire structure is then braced together by a massive tensioning cable spanning from the mast towards the back support structure.

2013

CONCEPTUAL: SKYSCRAPER

0-001 WIND The proposed design is cooled by using the wind shafts on the side of the building. wind is pushed down into an ice room, where the air is cooled naturally. Decondary pipes with extractor turbines on the top of the tower draw air out of the ice room, allowing the cool air to be distributed through the proposed building

0-002 WATER To harness the solar energy generated from the ETFE panels, water is pumped up the building and then released againt o ensure that energy is kept in a closed system. This allows the elimination of a battery system for energy storage. this system is also used in several skyscrapers and solar power plants.

0-003 NUCLEAR Depleted uranium 238 is dropped in a battery container down the drop shaft within the building. Once it reaches the reactor, the battery container is dropped into the reactor core. energy is then generator through nuclear fusion. the energy is transported back up to the turbine rooms, which converts the energy into electricity.

5TH YEAR DESIGN

0-03 TURBINE FLOOR 1. Lobby 2. Public Viewing area for Turbine Room 3. Office + Staff 4. Decontamination Room 5. Turbine Room 6. Irradiated Fuel Storage 7. Control & Staff 8. Balcony 9. Service Lift

0-04 R&D FLOOR 1. Lobby 2. Research & Development Offices 3. Decontamination & Changing Room 4. Health & Physics Laboratory 5. Processing Decontamination Room 6. Private Lift Lobby 7. Decontamination Room 8. Kitchen 9. Balcony 10. Service Lift

0-05 OFFICE FLOOR 1. Lobby 2. General Offices 3. Kitchen 4. Individual Office Rooms 5. Storage 6. Balcony 7. Private Loft Lobby

2013

CONCEPTUAL: SKYSCRAPER

0-06 ENERGY GENERATION The building uses several natuiral ways of generating its own power, this is done to assist the energy needed to start the fission reaction. it also elevates some of the stress caused on the ESKOM grid when fission takes place. These elements are listed below: - Solar panels - etfe panels - Wind energy - Hydroelectricity Natural ventilation is also achieved by using the excess wind energy to cool the building down by passing the air through a freezing room.

5TH YEAR DESIGN

2012

DES BAKER COMPETITION

RE [SCRIPT] “Useless architecture – give presence to that suppressed human need to be loved for what you are, and not for what you perform.” – Emil Sotirov Hybrid architecture occurs at the point of intersection between two ideas. At the intersection there are three possible outcomes: Displacement – one idea, placed within another to create tension. Reaction – two ideas respond to each other – symbiotic relationship emerges. Fusion – two ideas merge completely and becomes a new idea with different characteristics from either of its current ideas. The physical structure provided a frame in which spontaneous activities, events and interpretations could evolve.

“Hybrid spaces exist where a designed frame accommodates the evolution of a spontaneous growth. The resulting space is a hybrid of an architectural concept and the events that occur within it.” – Nathan Su As, 2012 CBD | JOHANNESBURG 1000m²

4TH YEAR DESIGN

2012

DES BAKER COMPETITION

CONTEXT CONTRAST The strip aims to link the two seamingly different zones with the high energy of pedestrian life it contains. By doing so, the strip aims to expose “live” and “dead” zones between these two sites, allowing pedetrians and everyday walkers to experience a new feeling within their city.

4TH YEAR DESIGN

REACTION TO AN URBAN CONTEXT It is a proposal that reacts to the current division within Johannesburg. It stitches energy pockets together with lost spaces in the city. The visual strip becomes more user-friendly through providing seating, roof cover, informal market space and a sculptural element which links with the existing linear markets in a visual and functional manner.

2012

DES BAKER COMPETITION

RESPONSE TO CITY The design will utilize the CBD of Johannesburg as the script. The everyday activities and movement of pedestrians will serve as the ‘story’ within the script. Key sites were chosen to represent each plot point. By doing so, we create a strip that stitches the city together similar to a movie. Johannesburg becomes the canvas of [re-script]. The strip would then link the intriguing key sites with each other. The strip would expose the cityscape to the pedestrian by introducing a new experience.

4TH YEAR DESIGN

CONVENTION CENTRE PRECINCT The brief called for the design of a international convention centre and hotel for CBD Pretoria in the aim to rejuvenate the inner city. The two designs should be linked in someway, allowing visitors to easily orientate themselves to and from the hotel ond convention centre. Futher, the designs should address large scale urban issues, and contextualise itself within its surrounds. The design should aim to nest itself within the urban grid.creating a beat that would reactivate the city. CBD | PRETORIA | SOUTH AFRICA 16 000m²

2012

URBAN: : ICC PROPOSAL

ACCESS TO PROPOSED SITE

MOVEMENT EDGES

INTERACTION FROM PROPOSED PRECINCT

INTERACTION FROM SURROUNDING CONTEXT

CONCEPT SKETCH

4TH YEAR DESIGN

MASSING DEVELOPMENT A vertical element was introduced to identify with the large scale skyscrapers located in the immediate context. Acting as a large observation tower, the tower would be roughly 20 stories high and would help contextualise the building within the context it finds itself. The tower would help claim the ICC block by having a scale wise conncetion with the National Reserve Bank and the ABSA building. This invisible triangle formed by these 3 towers would help claim the 4 block strip in which the ICC is situated.

2012

URBAN: : ICC PROPOSAL

CONCEPT & APPROACH The concept of the design revolved around the large scale urban intervention by acting as a beacon of energy within the city grid. By means of clever form manipulatian the design aims ta address streetscape and create integrated spaces within the building. A key goal for the Convention Centre is to improve the quality of the city grid in the eastern part of CBD Pretoria by accentuating pedestrian traffic. The design would not only act as a place where energy gathers, but a source for energy disbursement within the inner city.

4TH YEAR DESIGN

2022

GRAEME NOETH

I’m an aspiring architect and a firm advocate of finding radical and creative solutions by way of professionalism, collaboration and collective effort. I believe that intuitive design is conducive to innovation, but that it must also be tempered by a methodical approach to ensure appropriate and sustainable solutions. I would like to thank you for taking the time to view my portfolio and explore my work.

The illustrations in this portfolio are my own.