MID -YEAR REVIEW
DESIGN STUDIO III APG3037W, 2024
TECHNOLOGY III APG3023W, 2024
27.05.2024
LIONEL MOSS - MSSLIO001
The process of creating something from nothing is an activity that excites me greatly. Throughout my years in varsity, I have experienced such joy at the end of a project when I step back and take a moment to see what I have created over the previous weeks. There is just something about the result that sparks a flame within me. I believe in a design process rooted in a synthesis of tradition and innovation.
Drawing from the works of well-known architects like Frank Lloyd Wright, I understand architecture as a multisensory experience that transcends mere visual aesthetics. My decisions are guided by a deep understanding of context, culture, and human needs, echoing the sentiments of Wright’s assertion that architecture should engage the senses and evoke emotional responses between the built environment and nature.
2
BIO
MANIFESTO
LIONEL MOSS
MANIFESTO
LANDSCAPES OF CONNECTIONS
LANDSCAPE OF MEMORIES
3 INDEX
Introduction & Site information p4 Introduction p19 Context & Precedents p7 Site analysis p21 Conceptual Exploration p9 Conceptual Exploration p22 Design Planning (Plans & sections) P11 Design Planning p25 Technical section & details p14 Technical section & details p29 Additional work p17 Additional work p31 References p34 References p34 p04 02 01 p19
PROPOSAL DATA
TYPE DATE LOCATION
PROFESSOR COLLABORATORS
Landscapes of connections 12 February - 19 March 2024
Woodstock, Cape town
Hermie Delport
Gideon Malherbe
NARRATIVE
Landscapes of Connection delves into various interconnected dimensions to develop a conceptual framework for designing an aquatic community centre within a dynamic community park bordering District Six. These dimensions encompass the rich histories of District Six and Woodstock, the significance of Trafalgar Park and its Swimming Pool as historical landmarks, as well as the diverse needs, aspirations, and involvement of the local community.
Landscapes of Connection delves into the theme of water, exploring its historical significance in Cape Town, particularly within the context of the Camissa and Trafalgar River systems. It examines water’s dual role as both a connector and a divider, as well as its diverse applications in sport, healing, recreation, and economic development.
AQUATIC CENTRE
4
0.1
SIX
WOODSTOCK WITHIN A CAPE TOWN CONTEXT (1:10000) WOODSTOCK
Woodstock is a vibrant suburb located just east of Cape Town’s city center, South Africa. It lies along the coastline, nestled between the bustling downtown area and the scenic slopes of Devil’s Peak, making it a convenient and eclectic blend of urban and natural surroundings.
TRAFALGAR PARK, WOODSTOCK (1:2500)
Trafalgar Park is located in Woodstock, a vibrant suburb of Cape Town, South Africa. It sits between Victoria Road and the railway line, near the Old Biscuit Mill, offering green space and recreational facilities amidst the urban setting.
The park provides a peaceful retreat for residents and visitors.
PROPOSED AQUATIC CENTRE SITE (1:500)
The proposed site is located on the south edge of Trafalgar park. Between Nelson Mandela Blvrd’s service road and the existing trafalgar park swimming pool’s parking lot.
The site consists out of a signifignt elevation change of approximatle 5m
5
FORESHORE
SALT RIVER RONDEBOSCH
DISTRICT
1:500 N Lionel Moss Design Studio III APG3038W, 2024 Existing Existing Hard site DE WATERKANT SITE ANALYSIS VAR SCALE
SUNRISE
Noise radiated from Nelson Mandela Boulevard, located south of the proposed aquatic centre.
The prevailing wind is from the Southwest. The building can be passively cooled by using the wind.
The main access points to the site are on the left-hand side - The front of the house should preferably be located between the existing facility and the proposed site.
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06:18 SUNET 19:44 N E W S Noise from Nelson Mandelev Blvrd
SITE PLAN 1:500 1:2500 Site Model 1:500 Site Model (Pre-excavation) 1:500 Site (Excavated)
AQUATIC CENTRES IN SOUTH AFRICA AQUATIC CENTRE PRECEDENTS
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Newton Park Swimming pool, Port Elizabeth
Zhejiang HuangLong Aquatics Center / CSADI
Newlands Swimming pool, Cape Town
Paris Aquatics Centre, VenhoevenCS architecture+urbanism
Kings Park Swimming pool, Durban
London Aquatic Centre / Zaha Hadid Architects
9 11 SET 1 Roof Plane Four Roof planes with steps Final Roof Plane Two Roof Planes with a step Curved edges to match the floor plan Three Roof Planes with steps Merge the four roof planes into one Roof Option 01 Roof Option 02
of Ground Floor Plan
Addition of exit ramp from below grade parking garage
Level Layout
Floor Plan
Development of Ground Floor Plan...
Decided on Ground floor Plan to further develop in CAD
Pavilion Level Layout
Introduction of structural grid
Decided on Pavilion floor Plan to further develop in CAD
10 CONCEPT SKETCHES PROCESS WORK 0.3 SET 3 SET 4 SET 5
Development
Sketch of the basement parking level
Pavilion
Ground
11 A301 1 A301 3 A301 2 1 A201 1 2 4 6 7 A B C D E F 2 A201 9 3 5 8 10 11 A'' A' 75 m² Storage Room 57 m² Marshaling Room 106 m² Male Chaning Room 106 m² Female Changing Rooms 56 m² Technical Room 39 m² Cafeteria 26 m² Shop 2 21 m² Shop 1 62 m² Office 8 m² 1 8 m² 2 8 m² 3 8 m² 4 17 m² Bathroom 19 m² Kitchen 10 m² BoardRoom 10 m² Manager 129 m² Wallway Showers Bench Bench Dressing Cubes ST Basins Showers Bench Bench Basins Dressing Cubes Ticket Office Elevators Basement parking Informationboard Vehicle access control Ambulance Bay during Gala events Reception Reception Waiting area ST Server room Start/Finish Line Start Line for 50m Events Starter Referee Judges stroke Chief inspector of turns Chief inspector of turns Judges of stroke Starter Referee Athlete kit changing for 50m events only Inspector of turns Finish camera Athlete kit change Inspector of turns Medal ceremony BalconyLineoverhead Berm Berm Lake Grass Berm Informationboard Seating area Moveable Bulkhead Emergency Doors Emergency Doors Light Shaft 3.62° Lifegaurd Tower Ramp to Basement Parking(UP) Main Entrance 3m Building Line Pebble Pathway 3m Building Line Site Boundary Site Boundary 3mBuildingLineSiteBoundary 3mBuildingLineSiteBoundary Storage First Aid room Ramp up from pooldeck to NG Level Roofline Roofline Cafe Femal chaning Rooms Male chaning Rooms Storage Rooms SCALE: SHEET PROJECT NO: ISSUE DATE: DRAWING NO: PROJECT STATUS: ARCHITECT: CLIENT: DRAWN BY: STUDENT NO: DRAWING TITLE: REVIT 2024 SHEET NO O001 MSSL MOSS ONE L ONEL A REV DESCRIPTION BY TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM AQUATIC 1 200 A102 FLOOR PLANS 01 13.02.2024 03 Author DESIGN & THEORY STUDIO III UNIVERSITY OF CAPE TOWN STANLEY RD, CENTLIVRES BUILDING CAPE TOWN 7700 SCALE: 1 : 200 1 00 FFL Pooldeck New SITE ANALYSIS RESPONSE 20.02.2024 MILESTONE PRESENTATION 23.02.2024 DESIGN DEVELOPMENT 05.03.2024 MILESTONE INTERIM REVIEW 08.03.2024 TECHNICAL SECTION DEVELOPMENT 11.03.2024 TECHNICAL SECTION DEVELOPMENT 12.03.2024 TECHNICAL SECTION FINAL 15.03.2024 FINAL PRESENTATION 19.03.2024 Pedestrian path 00 POOLDECK FLOOR PLAN 1:200
12 A301 1 A301 3 A301 2 1 A201 1 2 4 6 7 A B C D E F 2 A201 9 3 5 8 1:15.79 1.68° 10 11 A'' A' 68 m² Athlete's Hospitality area Exterior Balcony Interior Balcony Pavilion (Capacity 2000_ VIP Area 122 m² Venue 21 m² Female 17 m² Male 92 m² Marshal's Lounge Office Roof Athlete's Lounge Cafe 3m Building Line 3m Building Line Site Boundary Site Boundary SiteBoundary 3mBuildingLineSiteBoundary Gravel strip for drip Chain gutter to drain into SCALE: SHEET PROJECT NO: ISSUE DATE: DRAWING NO: PROJECT STATUS: ARCHITECT: CLIENT: DRAWN BY: STUDENT NO: DRAWING TITLE: REVIT 2024 SHEET NO O001 MSSL MOSS ONEL L A REV DESCRIPTION BY TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM AQUATIC 1 200 A103 PAVILION 01 13.02.2024 04 Author DESIGN & THEORY STUDIO III UNIVERSITY OF CAPE TOWN STANLEY RD, CENTLIVRES BUILDING CAPE TOWN 7700 SCALE: 1 : 200 1 02 FFL Pavillion SITE ANALYSIS & RESPONSE 20.02.2024 MILESTONE PRESENTATION 23.02.2024 DESIGN DEVELOPMENT 05.03.2024 MILESTONE INTERIM REVIEW 08.03.2024 TECHNICAL SECTION DEVELOPMENT 11.03.2024 TECHNICAL SECTION DEVELOPMENT 12.03.2024 TECHNICAL SECTION FINAL 15.03.2024 FINAL PRESENTATION 19.03.2024 01 PAVILION LEVEL FLOOR PLAN 1:200
13 01 NGL LEVEL +30000 02 FFL Pavillion +33000 03 Top Tier +36000 -01 FFL Parking & Plant Room +26440 00 Pooldeck +29150 04 RoofPlate +39000 05 Roof Ridge +42000 A B C D E F 2 A201 Parking 50x25m Olympic Pool A'' A' Site Boundary 3m Building Line Pavilion Male Chaning Room 106m Hallway 128m A202 1 3500 3500 3000 3500 3500 3000 3500 3500 3000 3d Model +35440 02 FFL Pavillion 1 A201 1 2 4 6 7 9 3 5 8 10 11 (Capacity of 2000) Marshaling Room Site Boundary 3m Building Line Site Boundary 3m Building Line 3d Model +35440 SCALE: PROJECT NO: ISSUE DRAWING NO: PROJECT STATUS: ARCHITECT: CLIENT: DRAWN BY: STUDENT DRAWING TITLE: REVIT 2024 SHEET NO MOSS ONEL L REV DESCRIPTION TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM AQUATIC A201 SECTIONS 01 06 Author DESIGN & THEORY STUDIO UNIVERSITY OF CAPE RD, CENTLIVRES BUILDING TOWN 7700 SCALE: 1 200 1 Section 1 SCALE: 1 200 2 Section 2 SITE ANALYSIS & RESPONSE MILESTONE PRESENTATION DESIGN DEVELOPMENT MILESTONE INTERIM REVIEW TECHNICAL SECTION DEVELOPMENT TECHNICAL SECTION DEVELOPMENT TECHNICAL SECTION FINAL FINAL PRESENTATION 01 NGL LEVEL +30000 02 FFL Pavillion +33000 1 A201 03 Top Tier +36000 04 RoofPlate +39000 05 Roof Ridge +42000 1 2 4 6 7 9 3 5 8 10 11 TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM AQUATIC SCALE: 1 200 1 North SECTION AA 1:200 NORTH ELEVATION 1:200
14 01 NGL LEVEL +30000 02 FFL Pavillion +33000 03 Top Tier +36000 -01 FFL Parking & Plant Room +26440 00 Pooldeck +29150 04 RoofPlate +39000 05 Roof Ridge +42000 A B 850 2710 250 500 250 300 CL CL 2500 2400 2500 860 150 340 610 115 495 100 300 50 50 100 2210 500 Height complies with SANS Height restrictions for below grade parking garages 2230 (Min 2000 as per FR XX) 100mm Concrete Screed Separation Layer 50mm Compression + moisture resistant thermal insulation 50mm Drain layer to enable water flowing below floor to drain channel 300mm Concrete slab Laneropes C.O. Lane 2000 300 410 300 1700 HVAC FFL Pooldeck New 500 3500 3500 3000 1000 500 3500 11500 Rest Ledge as per FR2.4.2 130 240 Gutters as Per FR 2.4.3 250 300 FR 2.5 Lanes shall be at least 2.5 meters wide, with two spaces of at least 0.2 meter outside of the first and last lanes. 120 Larerope diameter complies with FR 2.6.1 Staring blocks complies with FR2.7 & FR2.8 Light intensity over starting platforms and turning ends shall not be less than 600 lux to comply with FR2.13 Lane markings comply with FR2.14 Touch Pad complies with FR4.4 Automatic lap Counters as per FR4.6.5 900 2400 600 300 500 640 500x200mm Glulam Beam suspended from 60mm High tensile steel rods with custom made M/S brackets @ 3500mm C.T.C. 100mm Sand substrate All windows and door opening as per the Window & Schedule. All glass in accordance with Part N of the SANS-10400. 60mm Stainless Steel Structural-Ronstan-Rod SystemACS1 fixed to Steel Pratt Truss with mechanically fastenings @ 3500mm C.T.C. as per structural engineer's detail Foundations according to SANS 2001-CM2, according to engineer specifications. As well as in accordance with SANS 10400-H for foundations. G5 Engineered Compacted ground 254X254X167 Macsteel UC H-Columns to form N-Braced girder column with 203x133x25 UB I-Section crossbracing. Mechanically fixed to concrete foundation with 20mm M/S Baseplate & M12 anchor hooks 450 450x450mm RC column with drop caps according to structural engineer's specifications 300 1700 300 70mm Thick x2000 Concrete shell Step across the water Single skin supporting brick wall 31mm Pedestal to support the raised floor, spaces & 1200mm C.T.C. and 200mm either side of threshhold as indicated A401 1 300mm NFX Facebrick cavity wall with brickforce every 5th course horizontally 300 LAP 1140 1100mm Glass balustrade according to SANS 10104: Part M according to specialist's design Chromadek Klip Lop-700 profile, Steenberg Charcoal Grey sheet 1° roof pitch on enviroutough reflective foil 400mm provision for services between U.O. roof and T.O. Ceiling Glass in balustrades shall be toughened safety glass According to SANS 10137 1200x300mm Pratt Truss 203x133x25 members according to structural engineer's specifications. 30mm timber cladding attached to steel truss WaterLevel OSB11 OSB11 Moveable bulkhead rail as per FINA regulations 900 XLAM XT5x165 Floor according to manufacturer's specifications 76x50x20x2.0mm Lipped channel purlin fixed to glulam beam @ 1800mm C.T.C. HVAC HVAC HVAC A401 NGL One layer of bitumen waterproofing membrane, with 75mm side laps and 100mm end laps sealed to primed surface to falls as cross falls by 'torchfusion', including protection of 150mm thick layer clean topsoil on thick drainage core and horizontally on waterproofing covered with geomesh PVC coated multifilament woven polyester biaxial reinforcing mesh and bide, A2 non-woven continuous filament needle-punched polyester geotextile under topsoil. Install above screed to fall as per detail LED accent strip lighting 200 2010 B2 B1 A1 A2 A3 A4 5.00° Pratt Truss fixed to N-Braced frame with at three locations according to engineer's specifications with M/S plates an M12 bolted connections 2mm Aluminum Flashing overlapping with klip-Lop roof sheeting and fixed with self tapping and sealing screws as specified by manufacturer Motorized roller blind mechanism according to specialist's specifications fixed onto 200x200x16mm M/S angle plate fixed to Glulam beam with M20 Bolts as specified by engineer 2mm Aluminum Flashing overlapping with klip-Lop roof sheeting and fixed with self tapping and sealing screws as specified by manufacturer Roof overhang complies with SANS XA regulations. (0.53xHight of the window) 150x50mm Cable Tray suspended from Lip Channel prulins Counter 1220 10mm Wall tiles as per FINA regulations Provision for Mechanical Services 150x50mm Cable Tray for Data and blinds 150x50mm Cable Tray suspended from Lip Channel prulins 150x50mm Cable Tray suspended from Lip Channel prulins INNOWOOD's Slatted Aluminum extrusion Ceiling System fixed to aluminum rails @ 41mm C.T.C. as specified by manufacturer. LED accent strip lighting 100 150 Expanded polystyrene (eps) insulation board 100mm thick with density of 16kg/m 550 300 80mm Drainage pipe @ 1:60 fall VOID 8mm Granite tile for external walkway Provision for Mechanical Services VOID SERVICE SPACE PARKING 8mm Granite tile for internal 8mm Granite tile for internal space Column cap Timber seating 38x38mm Vertical pine battens cladding fixed to lipped channels fixed to N_braced column G01 G02 G03 SCALE: SHEET PROJECT NO: ISSUE DATE: DRAWING NO: PROJECT STATUS: ARCHITECT: CLIENT: DRAWN BY: STUDENT NO: DRAWING TITLE: REVIT 2024 SHEET NO O0 MSSL MOSS LIONEL ONEL REV DESCRIPTION BY AQUATIC CENTRE TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: THEMETRICDIMENSION.COM 1 20 A202 1_20 SECTION 01 13.02.2024 07 Author DESIGN & THEORY STUDIO III UNIVERSITY OF CAPE TOWN STANLEY RD, CENTLIVRES BUILDING CAPE 7700 SITE ANALYSIS RESPONSE MILESTONE PRESENTATION DESIGN DEVELOPMENT MILESTONE INTERIM REVIEW TECHNICAL SECTION DEVELOPMENT TECHNICAL SECTION DEVELOPMENT TECHNICAL SECTION FINAL GENERAL NOTES: A: Do not scale drawings. Only figured dimensions to be used and overall dimensions to take preference B: All dimensions are in millimeters unless stated otherwise. C: Contractor must verify all dimensions and levels onsite before starting work. D: This drawing must be considered alongside all other relevant drawings and specifications. E: All materials and workmanship must adhere to the National Building Regulations SANS 10400 and relevant SANS codes. F: Contractor must obtain written confirmation from the architect for any instructions that modify the contract before proceeding. G: No variation or instruction can exempt the contractor and/or subcontractors from complying with the National Building Regulations SANS 10400. H: Consult the architect for clarification on any unclear or ambiguous aspects of this drawing and promptly report errors, discrepancies, or omissions. The architects retain the copyright of this drawing. CONSTRUCTION NOTES: 1. FOUNDATIONS: (to structural engineer's specifications) 1.1 All foundations to comply with SANS 10400-H 1.2: New slab thickening to Eng. Spec where the two new timber walls are to be built. LOORS 2.1 All floors to comply with SANS 10400-J and SANS 10082 R MB 3.1. Timber framed structures built in accordance with SANS 10082. 3.2. Timber roof trusses manufactured in accordance with Part L Roofs of SANS 10400 'The Application of the National Building Regulations'. LL W 4.1 All walls to comply with SANS 10400-K. 4.2 exterior walls using timber posts & cladding. 4.3 DPC's to all external door and window openings. 375 micron embossed DPC. 4.4 Timber lintels over all windows and doors exceeding 3000mm. Minimum two layers (100mm) 5.WINDOWS AND DOORS 5.1 Glazing complies with SANS 10400 -0 & N. 5.2 Glass doors that have more than 1sqm or less than 500mm above FFL to have laminated 6mm clear safety glass. 5.3 Aluminum windows and doors made to size. FINAL PRESENTATION TECHNICAL SECTION 1:20
Primary Structure: Eleven 1200x300mm H-Column Pratt trusss
Secondary Structure: Fourteen 500x300mm suspended Glulam beams
Tertiary Structure: system of 76x50mm Lipped-channel purlins fixed to secondary structure
15 03 Top Tier +36000 B 200 500 500x200mm Glulam beam suspended from 60mm high tensile steel cables according to structural engineer's specifications 76x50x20x2.0mm Lipped channel purlin fixed to glulam beam @ 1800mm C.T.C. Chromadek Klip Lop profile, Steenberg Charcoal Grey sheet 1° roof pitch on enviroutough reflective foil mechanically fixed to purlins 200x40x40x1.2 Batten hanger Fixed to Glulam beam with nails HVAC duct 60mm Stainless Steel StructuralRonstan-Rod System-ACS1 fixed to timber roof beams with mechanically fastenings @ 3500mm C.T.C. 250 450 Motorized roller blind mechanism according to specialist's specifications fixed to Glulam beam with mechanical fixing as specified by manufacturer B1 A4 1500 2mm Aluminum Flashing overlapping with klip-Lop roof sheeting and fixed with self tapping and sealing screws as specified by manufacturer Light intensity over starting platforms and turning ends shall not be less than 600 lux to comply with FR2.13 Structural silicone around Custom M/S bracket to prevent water from penetrating the Klip-Lok roof Structural silicone around Custom M/S bracket to prevent water from penetrating the Klip-Lok roof 2mm Aluminum Flashing overlapping with klip-Lop roof sheeting and fixed with self tapping and sealing screws as specified by manufacturer INNOWOOD's Slatted Aluminium extrusion Ceiling System fixed to aluminum rails @ 41mm C.T.C. as specified by manufacturer. 1340 80 76 41 67 30 390 1000 1000 500 1167 Roof overhang complies with SANS XA regulations. (0.53xHight of the window) 150x100mm Cable Tray suspended from Lipped channel for data and motoriserd roller blinds 41 59 Nutec facia board 86x86x2.5mm Aluminium spacer block fixed to 125x90x2.5mm C-Section 150x50mm Aluminum Window frame fixed to spacer block as per manufacture's specifications 350 G03 Accent lighting Accent lighting Accent lighting CL CL NGL 300 SCALE: 1 10 1 Roof Step Detail SCALE: 1 200 3 Roof Structural diagram SCALE: 2 Threshold 03 Top Tier +36000 B 200 500 500x200mm Glulam beam suspended from 60mm high tensile steel cables according to structural engineer's specifications 76x50x20x2.0mm Lipped channel purlin fixed to glulam beam @ 1800mm C.T.C. Chromadek Klip Lop profile, Steenberg Charcoal Grey sheet 1° roof pitch on enviroutough reflective foil mechanically fixed to purlins 200x40x40x1.2 Batten hanger Fixed to Glulam beam with nails HVAC duct 60mm Stainless Steel StructuralRonstan-Rod System-ACS1 fixed to timber roof beams with mechanically fastenings @ 3500mm C.T.C. 250 450 Motorized roller blind mechanism according to specialist's specifications e fixed to Glulam beam with mechanical fixing as specified by manufacturer B1 A4 1500 2mm Aluminum Flashing overlapping with klip-Lop roof sheeting and fixed with self tapping and sealing screws as specified by manufacturer Light intensity over starting platforms and turning ends shall not be less than 600 lux to comply with FR2.13 Structural silicone around Custom M/S bracket to prevent water from penetrating the Klip-Lok roof Structural silicone around Custom M/S bracket to prevent water from penetrating the Klip-Lok roof 2mm Aluminum Flashing overlapping with klip-Lop roof sheeting and fixed with self tapping and sealing screws as specified by manufacturer INNOWOOD's Slatted Aluminium extrusion Ceiling System fixed to aluminum rails @ 41mm C.T.C. as specified by manufacturer. 1340 80 76 41 67 30 390 1000 1000 500 1167 Roof overhang complies with SANS XA regulations. (0.53xHight of the window) 150x100mm Cable Tray suspended from Lipped channel for data and motoriserd roller blinds 41 59 Nutec facia board 86x86x2.5mm Aluminium spacer block fixed to 125x90x2.5mm C-Section 150x50mm Aluminum Window frame fixed to spacer block as per manufacture's specifications 350 G03 Accent lighting Accent lighting Accent lighting 01 NGL LEVEL +30000 00 Pooldeck +29150 A FFL Pooldeck New XLAM XT5x165 Floor according to manufacturer's specifications fixed to 200x200x16mm angle section fixed to ingle skin brickwall with M12 achor bolts at every join of CLT panel along curved wall CL 300mm NFX Facebrick cavity wall with brickforce every 5th course horizontally 610 610 150 340 500 495 115 CL CL CL Screed Sloped away from the building Waffle slab according to engineer's specifications 175 725 NGL 300 150x50mm Aluminum Mullion fixed to 10mm Angle with mechanical fixing FFL CL 80mm Drainage pipe @ 1:60 fall VOID 1.17° 8mm Granite tile for external walkway TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM AQUATIC SCALE: 1 10 1 Roof Step Detail SCALE: 1 10 2 Threshold Detail SITE ANALYSIS RESPONSE 20.02.2024 MILESTONE PRESENTATION 23.02.2024 DESIGN DEVELOPMENT 05.03.2024 MILESTONE INTERIM REVIEW 08.03.2024 TECHNICAL SECTION DEVELOPMENT 11.03.2024 TECHNICAL SECTION DEVELOPMENT 12.03.2024 TECHNICAL SECTION FINAL 15.03.2024 FINAL PRESENTATION 19.03.2024 Glulam Beam Texture Timber slat ceiling Olympic Pool Tiles Olympic Pool Tiles EXPLODED DIAGRAM STRUCTURAL
16
Structural Model: Top View
Structural Model: Perspective View
Structural Model: Close up view of timber beam elements
17
18
air drawn through rooms Winter Summer Roof overhangs ENVIRONMENTAL & SERVICES SECTION
Air-Cooled by evaporation Cool
Render: Interior view of the pooldeck
Render: Exterior perspective of the covered viewing area
NARRATIVE
The Language Museum of Lost African languages aims to honors the symphony of forgotten voices, weaving narratives lost to time into an architectural experience.
Through immersive spaces and interactive exhibits, I am to breathes life into whispers, and make these lost languages speak for themselves by using a array of sensory experiences throughout my program. My Museum language will celebrating cultural heritage and foster a deeper understanding of Africa’s linguistic legacy for generations to come.
PROPOSAL DATA
TYPE DATE LOCATION
PROFESSOR COLLABORATORS
Landscapes of Memory 9 April 2024 - 14 may 2024
Maropeng, Gauteng
Heidi Boulanger Chrisomo , Thomans Chapman
LANGUAGE MUSEUM
19
0.2
Building
spine Axis Achor Points
2220
VAR SKETCH DESIGNS 0.5 1:200
1:500 Sketches
Section
Sketch Design
23 19 CONCEPTUAL COLLAGE: MARQUETTES 0.4 MARQUETTE MODELS 1:1000
ROOF FROM EXPLORATION IN ELEVATION
24 1:100 ROOF EXPLORATIONS 0.5 +0 01 FIN. FLOOR EXHIBITION +850 -01 BASEMENT -3000 02 1ST STOREY 03 WALLPLATE +6850 +0 01 FIN. FLOOR EXHIBITION +850 -01 Basement -3000 02 LEVEL 02 03 ROOF +6850 2 A201 1 2 3 4 Deli 04 ROOF +9800 -4100 00 FIN. FLOOR EXTERIOR 01 FIN. FLOOR EXHIBITION +850 02 1ST STOREY +3850 +6850 01 FIN. FLOOR EXHIBITION LEVEL 02 04 ROOF +9800 ISSUE DATE: DRAWING NO: MSSLIO001MSSLIO001 LIONEL MOSS A1A1 MUSEUM 1 100 A301 ELEVATIONS 02 08.04.2024 CONCEPT DESIGN 01/20/23 Author DESIGN STUDIO III APG2038F UNIVERSITY OF CAPE TOWN RONDEBOSCH 7700 SCALE: 1 100 1 South 00 FIN. FLOOR EXTERIOR +0 01 FIN. FLOOR EXHIBITION +850 -01 BASEMENT +3850 03 WALLPLATE 00 FIN. FLOOR EXTERIOR +0 01 FIN. FLOOR EXHIBITION +850 -01 Basement +3850 03 ROOF 2 A201 1 2 3 4 Deli +9800 -02 FOUNDATIONS 00 FIN. FLOOR EXTERIOR +0 01 FIN. FLOOR EXHIBITION +3850 03 WALLPLATE 01 FIN. FLOOR EXHIBITION +850 ROOF 04 ROOF +9800 SCALE: SHEET SIZE: PROJECT NO: ARCHITECT: CLIENT: DRAWING TITLE: REVIT 2023 SHEET MSSLIO001MSSLIO001 LIONEL MOSS DATE A1A1 DATE DESCRIPTION BY MUSEUM 1 100 A301 ELEVATIONS 02 08.04.2024 CONCEPT DESIGN 01/20/23 Author DESIGN STUDIO III APG2038F UNIVERSITY OF CAPE TOWN RONDEBOSCH 7700 SCALE: 1 100 1 South SCALE: 1 100 2 West 00 FIN. FLOOR EXTERIOR 01 FIN. FLOOR EXHIBITION -3000 02 1ST STOREY +3850 +6850 00 FIN. FLOOR EXTERIOR 01 FIN. FLOOR EXHIBITION -3000 02 LEVEL 02 +3850 +6850 2 A201 1 2 3 4 Deli 04 ROOF +9800 -4100 00 FIN. FLOOR EXTERIOR +850 01 FIN. FLOOR EXHIBITION A1A1 MUSEUM TEL: 076 877 0999 WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM A301 ELEVATIONS 08.04.2024 CONCEPT DESIGN Author SCALE: 1 100 1 South SCALE: 1 100 2 West Roof Oprion 01 Roof Oprion 02 Roof Oprion 03 1:100 FINAL ROOF CONCEPT 0.5 Final Roof option (elevation) Final Roof option (section) 00 FIN. FLOOR EXTERIOR 01 FIN. FLOOR EXHIBITION -3000 02 1ST STOREY +3850 +6850 00 FIN. FLOOR EXTERIOR 01 FIN. FLOOR EXHIBITION -3000 02 LEVEL 02 +3850 +6850 A201 1 2 Deli 04 ROOF +9800 -4100 4 45.00° +0 +850 -01 BASEMENT -3000 02 1ST STOREY 03 WALLPLATE +6850 A201 194 m² Centeral space 1 2 68 m² Gift Shop 04 ROOF -4100 A202 4 6 8 7 Outdoor Aphitheatre Thatched Feature wall Solar Panels 10.00° 45.00° 10.00° Exhibition Space Exhibition Space
Wadden Sea Centre / Dorte Mandrup A/S
Maropeng visitor’s centre, Gauteng
Toshiko Mori Architect
Senegal
THATCH ROOF PRECEDENTS
Facts Tåkern Visitor Centre /
Wingårdh Arkitektkontor AB
Landscaping space: Gentle landscpaing steps lead upwards to the main museum venue. Seating under trees for shading ad views towards existing excavated wall where historic bones were found.
25
1 A201 2 A201 1:12 129 m² General education rooms 40 m² Plant Room 69 m² Library/reseach archive 48 m² Administrative/research offices Enterance area Roofline 194 m² Centeral space Seating Area Mechanical equipment Sweeping thatched wall 14 m² Office 01 15 m² Office 02 19 m² Meeting room ST. 6 m² IT SlidingGlassdoor Water feature Moveable walls for flexable use of the space Electrical equipment 2 2 B 3 5 D E 2.1 2.1 N FR 102m Reception Desk Small Kitchenette 15 m² Bathroom Water feature 20.65° 1 A203 1563 7161 6006 6006 23165 Exterior courtyard Interior space Waterfall feature 1:12 SCALE: PROJECT NO: ISSUE DATE: DRAWING NO: PROJECT STATUS: ARCHITECT: CLIENT: DRAWN BY: STUDENT NO: DRAWING TITLE: REVIT 2023 MSSL MOSS ONEL L DATE DESCRIPTION MUSEUM TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM 1 100 BASEMENT 02 CONCEPT DESIGN DESIGN STUDIO III APG2038F UNIVERSITY OF CAPE TOWN RONDEBOSCH 7700 1 “Spine” through the program 1 SITE MAPPING 2 MILESTONE 3 MILESTONE 4 DRAFT SECTION 5 FINAL TECH SECTION 6 FINAL PROJECT REVIEW Building spine Achor Points 1 A201 2 A201 1:12 129 m² General education rooms 40 m² Plant Room 69 m² Library/reseach archive 48 m² Administrative/research offices Enterance area Roofline 194 m² Centeral space Seating Area Mechanical equipment Sweeping thatched wall 14 m² Office 01 15 m² Office 02 19 m² Meeting room ST. 6 m² IT SlidingGlassdoor Water feature Moveable walls for flexable use of the space Electrical equipment 2 2 B 3 5 D E 2.1 2.1 N FR 102m2 Reception Desk Small Kitchenette 15 m² Bathroom Water feature 20.65° 1 A203 1563 7161 6006 6006 23165 Exterior courtyard Interior space Receptiondesk 5 m² Bathroom 67 m² Reception Waterfall feature wall 1:12 Roofline PROJECT DRAWING PROJECT ARCHITECT: CLIENT: DRAWN BY: DRAWING O L DATE MUSEUM TEL: 076 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: DESIGN APG2038F UNIVERSITY RONDEBOSCH 7700 SCALE: 1 “Spine” through the program 1 2 3 4 5 6 Building spine Axis Achor Points
FLOOR PLAN 1:100
-01 BASEMENT
26 1 A201 2 A201 Display Display 1:35 Water Performance stage Outdoor theatre 104 m² Indoor Amphitheathre 68 m² Gift Shop 1 2 A B 3 5 D E 2.1 Outdoor Deli N Beam overhead 1:12 1:12 Roofline Roofline 37500 2500 1250 23165 6006 Green Roof -150 20 190 360 530 700 850 -320 -480 -3000 -1640 -950 -150 Seating 1:12 Paypoint Shelf Exit 1 (Sliding Doors) Exit 2 (Sliding Doors) Fined threshold Storage C Seating Enterance1 Enterance 2 36 m² Ablutions 1 A203 Exterior courtyard Interior space Sweeping thatched wall Shelf Pond Deck 4 6 7 8 D SCALE: SHEET PROJECT NO: ISSUE DATE: DRAWING NO: PROJECT STATUS: ARCHITECT: CLIENT: DRAWN BY: STUDENT NO: DRAWING TITLE: REVIT 2023 SHEET NO O0 MSSL MOSS ONEL L DATE DESCRIPTION BY MUSEUM TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM 1 100 A102 GROUND FLOOR 02 08.04.2024 CONCEPT DESIGN 05/01/24 DESIGN STUDIO III APG2038F UNIVERSITY OF CAPE TOWN RONDEBOSCH 7700 1 16.04.2024 SITE MAPPING 2 19.04.2024 MILESTONE 3 03.05.2024 MILESTONE II 4 07.05.2024 DRAFT SECTION 5 10.05.2024 FINAL TECH SECTION 6 14.05.2024 FINAL PROJECT REVIEW 00 GROUND FLOOR PLAN 1:100
27 1 A201 2 A201 Display 1 2 A B 3 5 D E 2.1 N Green Roof 37500 1250 7161 23165 6006 Green roof Green roof 10.00° 10.00° Thatched roof Display Display 3850 C D Sweeping thatched wall Sitting area 89 m² Outdoor Vewing Deck Vegetation 1:12 Outdoor Deli 1 A203 369 m² Exhibition Space Outdoor Ampitheratre Plaza Space Basement enterance Plaza Path 6 7 8 SCALE: SHEET PROJECT NO: ISSUE DATE: DRAWING NO: PROJECT STATUS: ARCHITECT: CLIENT: DRAWN BY: STUDENT NO: DRAWING TITLE: REVIT 2023 SHEET NO O0 MSSL MOSS ONEL L DATE DESCRIPTION BY MUSEUM TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM 1 100 A103 FIRST FLOOR 02 08.04.2024 CONCEPT DESIGN 05 DESIGN STUDIO III APG2038F UNIVERSITY OF CAPE TOWN RONDEBOSCH 7700 16.04.2024 SITE MAPPING 19.04.2024 MILESTONE 03.05.2024 MILESTONE II 07.05.2024 DRAFT SECTION 10.05.2024 FINAL TECH SECTION 14.05.2024 FINAL PROJECT REVIEW 01 FIRST FLOOR PLAN 1:100
28 00 FIN. FLOOR EXTERIOR +0 01 FIN. FLOOR EXHIBITION +850 -01 BASEMENT -3000 02 1ST STOREY +3850 03 WALLPLATE +6850 2 A201 194 m² Centeral space 1 2 68 m² Gift Shop 04 ROOF +9150 -02 FOUNDATIONS -4100 A202 1 4 6 8 7 Outdoor Aphitheatre Thatched Feature wall Solar Panels 10.01° 45.00° 10.00° Exhibition Space 369 m² Exhibition Space 1 A201 00 FIN. FLOOR EXTERIOR +0 01 FIN. FLOOR EXHIBITION +850 -01 Basement -3000 02 LEVEL 02 +3850 03 ROOF +6850 B D E C 04 ROOF 36 m² Ablutions SCALE: SHEET PROJECT NO: ISSUE DATE: DRAWING NO: PROJECT STATUS: ARCHITECT: CLIENT: DRAWN BY: STUDENT NO: DRAWING TITLE: REVIT 2023 SHEET NO O0 MSSL MOSS ONEL L DATE DESCRIPTION BY MUSEUM TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM 1 100 A201 SECTIONS 02 08.04.2024 CONCEPT DESIGN 06 DESIGN STUDIO III APG2038F UNIVERSITY OF CAPE TOWN RONDEBOSCH 7700 SCALE: 1 : 100 1 Section AA SCALE: 1 : 100 2 Section BB 1 16.04.2024 SITE MAPPING 2 19.04.2024 MILESTONE 3 03.05.2024 MILESTONE II 4 07.05.2024 DRAFT SECTION 5 10.05.2024 FINAL TECH SECTION 6 14.05.2024 FINAL PROJECT REVIEW 00 FIN. FLOOR EXTERIOR +0 01 FIN. FLOOR EXHIBITION +850 -01 BASEMENT -3000 02 1ST STOREY +3850 03 WALLPLATE +6850 00 FIN. FLOOR EXTERIOR +0 01 FIN. FLOOR EXHIBITION +850 -01 Basement -3000 02 LEVEL 02 +3850 03 ROOF +6850 2 A201 1 2 Deli 04 ROOF +9150 -02 FOUNDATIONS -4100 4 45.00° MUSEUM TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: METRICDIMENSION.MYPORTFOLIO.COM SCALE: 1 : 100 1 South SECTION AA 1:100 EAST ELEVATION 1:100
29 00 FIN. FLOOR EXTERIOR +0 01 FIN. FLOOR EXHIBITION +850 -01 BASEMENT -3000 02 1ST STOREY +3850 03 WALLPLATE +6850 Basement LEVEL 02 ROOF 04 ROOF +9150 -02 FOUNDATIONS -4100 340x200mm RC Concrete tie-beam Topsoil Filter cloth Foundations according to SANS 2001-CM2, according to engineer specifications. As well as in accordance with SANS 10400-H for foundations. 400 1140 150 400 400 340 400 G5 Engineered compacted ground Brickforce every 5th course External limestone wall built into brickwork as per detail Custom made coping as per specialist's detail Recessed LED 6 8 6130 400 600 100mm Sand substrate 300mm Concrete Slab 50mm Drain layer to enable water flowing below floor to drain channel 50mm Compression + moisture resistant thermal insulation Separation layer 100mm RC Concrete screed HVAC HVAC 150x50mm Cable Tray suspended RC concrete slab 12.5x600x600mmmm Gypsum core board with 3mm skim coat. fixed too 24x35mm T-section, fixed to wire suspending cable Provision for services Custom Board formed cast in situ concrete column. Olished afterwards to achivce look specified by architect 305x165x40mm M/S I-Beam radially spaced in 11.25°, mechanically fixed to concrete columns with 12mm M/S base plates and M12 anchor bolts 01 235x289mm Glulam Column radially space @ 11.25°, mechanically fixed with 10mm M/S splice plates and M12 Anchor bolts 68 m² Gift Shop Display Cabinet 75mm Light-Gauge steel stud framed interior walls 12mm Painted gypsum plasterboard fixed to 51x35mm Light gauge steel studs spaced @ 600mm C.T.C. with screws Glazing (Museum display standard) 75 425 75 1926 75 425 75 13 300 1800 300 2400 75x50mm Light-Gauge steel runners mechanically fixed to concrete superstructure with M12 bolts Kitchenette 200mm Agricultural drain Geotextile Filter Granular Fill 250Micron DPM 7 250x20mm Timber display shelves INTERIOR EXTERIOR WALKWAY TO INDOOR AMPHITHEATER 03 Display Cabinet Chromadek Klip Lop profile, Buffalo Brown (to match color of Thatch sheet) 10° roof pitch on enviroutough reflective foil mechanically fixed to purlins 10.00° 280x75mm Timber rafter radially spaced @ 11.15°, fixed to glulam ring beam with M/S connector plates & M12 bolts as per engineer's details Sink Fridge Offices 20mm Laths tied to Timber rafters with wire hooks @ 300mm C.T.C as per SANS10407 175mm Thatching as per SANS10407 (see note) 22mm Stainless Steel Structural-Ronstan-Rod System-ACS1, mechanically fixed to timber roof rafter with M12 throughbolts 76x50x20x2.0mm Lipped channel purlin fixed to timber rafter @ 600mm C.T.C. 600 30 370 30 370 30 370 30 300 Shelves for museum gift shop 6600 1530 400 400 400 920 3076 76mm Rigid insulation installed between Cchannels according to specialist 38x38mm Timber Battens fixed to Timber rafter with screws @ 600mm C.T.C Internal reeded ceiling fixed to battens with wire wire according to specialist's detail Internal grass ceiling reeds fixed to battens wire wire according to specialist's detail 75mm Grass Ridge overlapping the thatch & Kliplock roof by 300mm and fixed to laths with wire 290x290mm Timber ring Beam mechanically fixed to T.O> columns with M12 Bolts 1600m100mm Solar panel Fixed to rails as specified by manufacturer's specifications Induction Cooktop Ramp upwards @ 1:35 gradient Ramp to comply with SANS 3100 915 300 179 200 300x60mm Gutter cast into precast ramp segments with Mentis grating over 290mm Cavity wall finished with stone cladding 45.00° 300 600 2mm Aluminium flashing and counterflashing fixed to window frame according to specialist's detail 75mm PVC Pipe for water drainage 2mm Aluminium flashing bend over rafter to prevent stillstanding water on timber FLOW 600 FLOW 600 FLOW 600 FLOW 600 FLOW 600 Ledge supports brick wall in the behind cut-plane Column shape to remail consistant Timber rafter fixed to 5mm M/S plate with M12 bolts and fixed to brickwork with expansion bolts SCALE: SHEET PROJECT NO: ISSUE DATE: DRAWING NO: PROJECT STATUS: ARCHITECT: CLIENT: DRAWN BY: STUDENT NO: DRAWING TITLE: REVIT 2024 SHEET NO O0 MSSL MOSS LIONEL ONEL L REV DESCRIPTION BY MEMORY MUSEUM TEL: 076 877 0999 EMAIL: THEMETRICDIMENSION@GMAIL.COM WEBSITE: THEMETRICDIMENSION.COM 1 20 A202 1_20 SECTION AA 01 08.04.2024 CONCEPT DESIGN 07 DESIGN STUDIO III APG2038F UNIVERSITY OF CAPE TOWN RONDEBOSCH 7700 THATCHED ROOF NOTES • Poles and laths must bee creosote or copper-chrome arsenate treated.While laths must be 20-30mm in diameter, the mininum pole diameter that may be used for thatched structures is 100-125mm, as per SANS 10407. typical pole size is 100-125mm 3,6m. Pole diameters are never measured at the thick end, as they taper about 5% per meter. SANS 10407 specifies that poles up to 6,6m long must have a diameter of 75-100mm, while longer poles must be thicker. SANS 10407 specifies a minimum layer thickness of 175mm. Structural connections must be bolted. Poles must be joined with 12mm bolts for spans of maximum 10m, and 16mm bolts for longer spans. • Laths are spaced at 300mm centres, except the bottom and top three laths that are spaced at 150mm centres. SANS 10407 requires that a maximum centre to centre spacing for rafters should be 900mm. The spacing of laths is determined by the average length of grass used. SANS 10407 tables the maximum lath spacing for a given grass length. • Only tarred sisal twine or stainless steel wire is to be used for stitching, with maximum spacing of 100mm. TASA recommends that overlapping thatch surfaces should be avoided, because drainage water inevitably falls onto lower thatch roofs that accelerates rotting of lower thatch surfaces. Lightning conductors must be installed to protected thatched roofs in accordance with the SABS Code of Practice. • Chimney stacks should be constructed so that the outer faces, in contact with thatch, do not become hot a 220mm thick brick wall is usually sufficient. Thatched roofs must be constructed only by contractor who is a member of the TASA, and therefore is compliant with their standards. SCALE: 1 20 1 SECTION AA - Callout 1 SITE MAPPING MILESTONE MILESTONE DRAFT SECTION FINAL TECH SECTION FINAL PROJECT REVIEW MID-YEAR REVIEW SECTION AA - CALL OUT 1:20
76x50x20x2.0mm Lipped channel purlin fixed to timber rafter @ 600mm C.T.C.
20mm Laths tied to Timber rafters with wire hooks @ 300mm C.T.C as per SANS10407
280x75mm Timber rafter radially spaced @ 11.15°, fixed to glulam ring beam with M/S connector plates & M12 bolts as per engineer's details
290x290mm Timber ring Beam mechanically fixed to T.O.> columns with M12 Bolts
114x38mm Timber members that form a beam system for the outdoor amphitheater
Custom Board formed cast in situ concrete column
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Glulam Beam Texture
Polished concrete
Thatch Roofing
Thatch Roofing
Timber ceiling
Hooks to fix thatching to lathes
Steel tension wire
Ceiling Battens
Lathes
Glulam rafter
Waterproofing layer
Klip-Lok 700 Roof Stone wall 02 Stone wall 01
EXPLODED AXO STRUCTURAL DIAGRAM AXONOMETRIC DETAIL 1:10
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32
Render: View overlooking the back part of the site
1:20 Roof Model
1:20 Roof Model: Thatched Side
1:20 Roof Model: Klip-Lok Sheeting
33 33 VENTILATION & COOLING ENVIRONMENTAL & SERVICES 0.5 00 FIN. FLOOR EXTERIOR +0 01 FIN. FLOOR EXHIBITION +850 -01 BASEMENT -3000 02 1ST STOREY +3850 03 WALLPLATE +6850 2 A201 194 m² Centeral space 2 68 m² Gift Shop 04 ROOF +9150 -02 FOUNDATIONS -4100 A202 1 4 6 8 7 Thatched Feature wall Solar Panels 10.01° 45.00° 10.00° Exhibition Space 369 m² Exhibition Space Air-Cooled by evaporation Concrete shear wall for high thermal mass Roof
Cool air drawn through rooms Summer Winter ENVIRONMENTAL DESIGN SECTION
overhangs
Aquatics Centre paris 2024: Venhoevencs architecture + urbanism (no date) Archello. Available at: https://archello. com/it/project/aquatics-centre-paris-2024 (Accessed: 23 May 2024).
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Gaete, J. (2012) Facts Tåkern Visitor Centre / wingårdh arkitektkontor ab, ArchDaily. Available at: https://www. archdaily.com/297108/facts-takern-visitor-centre-wingardh-arkitektkontor-ab#:~:text=The%20visitor%20 center%20is%20the,sibling%20to%20the%20visitor%20station. (Accessed: 23 May 2024).
Jett, M. (2011) London Aquatics Centre for 2012 summer Olympics / zaha hadid architects, ArchDaily. Available at: https://www.archdaily.com/161116/london-aquatics-centre-for-2012-summer-olympics-zaha-hadidarchitects?ad_source=search&ad_medium=projects_tab (Accessed: 23 May 2024).
katacarix (no date) Duna Arena the home of swimming and diving competitions, Stock Editorial Photo. Available at: https://niceggsk.live/product_details/485575.html (Accessed: 23 May 2024).
Kings Park Pool, durban (no date) KINGS PARK POOL. Available at: https://za.polomap.com/durban/35045 (Accessed: 23 May 2024).
Lambley, G. (2023) Newlands swimming pool reopens after 5 years - and R28 million revamp, The South African. Available at: https://www.thesouthafrican.com/western-cape/cape-town/newlands-swimming-pool-reopensafter-5-years-r28-million-revamp-breaking-28-january-2023/ (Accessed: 23 May 2024).
Leiva, S. (2017) Wadden Sea Centre / dorte mandrup A/s, ArchDaily. Available at: https://www.archdaily.com/868361/ wade-sea-centre-dorte-mandrup-a-s (Accessed: 23 May 2024).
Maropeng Visitor Centre (no date) Maropeng and Sterkfontein Caves. Available at: https://www.maropeng.co.za/ galleries/entry/maropeng-visitor-centre1 (Accessed: 23 May 2024).
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Precedents
REFERENCES
