CONSTRUCTION PORTFOLIO
2192396 2021
TABLE OF CONTENTS Project 2 - Sustainability Project 3 - Precedent Study Tutorial 1 - Brief Analysis Project 4 - Core Concept Project 5 - Core Detail Project 6 - Structural Model Project 7 - Original Working Drawings Project 7 - Final Rework Working Drawings Tutorial 2 - Amazing Race Schedule
PROJECT 2 - Sustainability
Applied Strategies:
Materiality and Climatic response: Responding to local context and using local materials for building construction.
Breeze blocks / clere story openings
Warm air escape
1:00 PM
Cool air
7:26 PM
W
N
General Notes: 6:42 AM
S
E
Prevailing Wind
Sun Path (Summer Solstice)
Using tree to protect from harsh eastern/western sun (reduce heat gain)
1:00 PM
W
Average Temperatures in Baghere (2020)
N
Offices
6:38 PM
Baghere has a hot and humid climate. Due to its location near the equator the sun is more concentrated throughout the year. The graph above shows the average temperature in 2020. - All materials are sourced locally.
S
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
21 June
E
7:23 AM
21 December
Sun Path (Winter Solstice)
Sun Path throughout whole year
Overhangs according to sun angles
Covered Roof Construction: - Rope - 80mm rafters - 228mm x 114mm SAP beam - 4x 80mm bamboo columns
High thermal mass to store heat in winter. Ventilation will help remove heat in the summer
Gather Space
Cross Ventilation
Power Generation: Solar Panels/wind turbines
Bamboo screen Reducing heat gain
Joinery:
Gather Space roof construction: - 200mm Thatch - 30mm purlins - 80mm rafters - Gutter - 80mm bamboo downpipe - Rope
Bamboo Joinery:
Drainage Notes:
Eave Detail Bamboo screen Joinery: construction(Gather space): - 30mm screen members - 80mm supporting members - 2x 80mm bamboo columns Built up earth(adobe) : 1. sifted sand 2. clay 3. cow manure 4. sifted straw
Bamboo column construction: - 4x 80mm bamboo members
Sandbag Wall construction: - 200mm x 400mm sandbags - Excavated sand placed into bags. - Sandbag is made of burlap or woven polypropylene. - The wall will also provide a high thermal mass. - Sandbag walls will be plastered with mud (Adobe) on theoutside and inside for longer durability. - Earthen floor, built up earth floor serves as the foundation of the building. The raised height also allows for better ventilation.
Building Life Cycle: - Extraction of raw materials > Manufacturing > Contruction > Operation and maintenance > Demolition. Life cycle assessment of the building: - Is 50 years as it can be classified as a small commercial building. This is also depending on the type of materials used and climatic conditions.
Structural Axonemetric Recycle Building material: SANDBAGS: - Sand within bag can be put back into the earth. - Woven sandbag material can be recycled. - Life span of 25 years
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Bamboo screen (office spaces): Screen components: 1. 200mm Thatch 2. ⌀30mm Bamboo screen 3. 400mm x 200mm Sandbag walls 4. ⌀80 mm Bamboo rafter 5. Earth floor
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information:
University of the Witwatersrand Project Information: ARPL 3031A 2021 - Project 2 Revision Details: REV:NO
DESCRIPTION
Drawing Details: DRAWN BY:
DRAWING SCALE:
2192396
1:300
DRAWING NUMBER:
THATCH - Thatch, if properly maintained can be used for other building projects. - Thatch can be converted into compost. - 20 to 40 years lifespan
BAMBOO: - Bamboo, if in a good condition can be used for other building projects. - Bamboo can also be converted into compost. - 15 to 70 years lifespan
DATE ISSUED
DATE:
PR02-AB
2021/03/20
DRAWING NAME:
REVISION NUMBER:
Sustainability 3 Project - 2 SHEET 1 OF 4
Power supply and Usage: How much Electricity is needed ? Electricity will be needed in light fixtures if people want to work at night. Electricity can be sent back into the grid and power nearby buildings.
Using the sun and wind to produce electricity and implementing sustainable ways of energy reduction.
Average wind speed in Bahgere (2020)
Average sun days in Bahgere (2020)
Strategies applied to design: 1. Monocrystalline solar panel placed on the covered walkway to generate electricity. 2. Building entirely off the grid. 3. Generating power to feed back into the grid. 4. Using energy efficinent fixtures to reduce the amount of energy used within the building. How much Electricity will be produced ? 1. 550wh per week per solar panel times 20 = 11000wh per month, also depending on the amount of sun exerienced daily. 2. 44000wh for 20 solar panels - 44 kilowatt hours per month. 3. At 33% capacity a standard wind turbine will produce 1.67 mw = for 12 wind turbines it is 20.04 mw.
Electrical efficient components/fixtures: Light Bulbs: Warm White E27 5W Opal Golfball LED is a energy efficient light bulb from Eurolux. DC to AC inverter and Electrical Storage: The solar edge inverter is able to convert DC to AC power and in partnership with Tesla, the device is able to store electricity.
Primus Air 30 400W Wind turbine: The wind turbine, which is built into the screen of the gathering space will help the solar panels to produce electricity. For self sustaining use and to supply power to the main power grid.
General Notes:
Electrical power diagram:
Light switch
Solar Power components: 1. Solar racking 2. Monocrystalline solar panel for maximum power generation efficiency. 3. Conduit (DC Current) 4. Solar inverter and electrical storage. 5. DB board (Distribution) 6. Light fitting
Solar power generation according to sun angles indicates the solar power generation in the winter will be the most efficient.
S
As the diagram indicates, the solar panel will not be as efficient in summer. An alternative to this is an adjustable solar panel that can ensure it is efficient througout the entire year.
Light fixture Wiring
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Drainage Notes: 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information: DB board
7. Electrical meter
Inverter/battery
Electrical layout in reception and office space
Solar panels placed according to sun angles
8. Municipal meter and billing, sending power back into the grid
Solar Power Supply Axonemetric
University of the Witwatersrand Project Information: ARPL 3031A 2021 - Project 2 Revision Details:
Wind Power components: 1. Wind turbine 2. Conduit placed within bamboo members 3. DC Current will go to Inverter
REV:NO
DESCRIPTION
DATE ISSUED
Light fittings
Drawing Details: Wire
DRAWN BY:
DRAWING SCALE:
2192396
1:125 / 1:250
DRAWING NUMBER:
Power Supply Axonemetric
Wind Power Supply Axonemetric
Wind power operation diagram
DATE:
PR02-AB
2021/03/20
DRAWING NAME:
REVISION NUMBER:
Sustainability 3 Project - 2 SHEET 2 OF 4
Water supply and Usage: Using the gather space roof to capture rainwater to use for irrigation and filtered for potable water.
Average rainfall in Baghere (2020) How much water will be needed ? The amount of water needed depends on the users needs. Water will be supplied to the community with a water tank in the middle of the gather space. Water will then flow into the surface reserviour for drip irrigation use. A second water tank will be placed at the office spaces, this will supply the toilets and basins with water.
Water efficient fixtures: Strategies applied to design: 1. Using roof of gather space roof to collect rainwater. 2. Additionally using a portion of a roof to collect water for fixtures in the bathroom. 3. Water storage tanks to store water throughout the year. 4. Using water saving fixtures to reduce water usage.
How much water will be havested and stored ? - If 1mm of water falls one square meter of roof it is equal to 1 litre of water. - Total roof area is 60m2 = a total of 60 litres can be collected by the roof. - In August 2020 it rained 900mm this will equal 900 litres harvested water for that month. - Rain water collected by the gather space will be mainly used for irrigation purposes. - Rainwater collected on the office spaces will be used for fixtures. Water will be filtered before entering basin fixture.
1. Toilet: Natures Head Dry Composting Toilet: -This toilet seperates the solids from the liquids. And it can be easily removed and used as fertilization (composting) for plantations. -Does not need a water supply connection.
4. 1.
General Notes:
2. Basin Tap: -Hansgrohe Ecosmart basin tap, reduces water usage by 5 litres per minutre and will be fixed to every basin.
3. Storage Tank: -1500 liter JoJo storage tank to capture rain water. Before water can be collected it will move through a filtration system to make it potable.
3.
2.
5.
4. Drip Irrigation: -Drip irrigation is more efficient than traditional sprinkler systems and will use less water
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
5. Sub surface drip emmiters: -Rain bird tubing Sub surface emmiters will distribute the grey water into soil.
Natures head Dry composting toilet
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
Rain
Thatch roof at 45°
Drainage Notes: 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Gutter
Thatch roof at 45°
Bamboo Downpipe
Basin Gutter Water tank, water will be filtered before entering basin (1500 litre) JoJo water tank ⌀50 mm PVC supply water pipe ⌀50mm PVC waste water pipe Sub Surface Emmiter
Sub-surface reservoir
Sub surface channel
Client Information: Water harvest diagram
Pipe connecting water tank and sub-surface reservoir
University of the Witwatersrand
Water Tank
Drip irrigation supply pipe
Project Information: ARPL 3031A 2021 - Project 2 Revision Details:
Thatch roof at 45 degree pitch
Water supply system in bathrooms
REV:NO
DESCRIPTION
DATE ISSUED
Bamboo Gutter ⌀30mm Bamboo Downpipe Channel
1500 litre water tank
Surface reservoir
Water Supply Axonemetric
Detailed Water Supply Axonemetric
Drawing Details: DRAWN BY:
DRAWING SCALE:
2192396
1:150
DRAWING NUMBER:
PR02-AB Drip irrigation pipe lines, running over plantDRAWING NAME: roots
DATE:
2021/03/20 REVISION NUMBER:
Sustainability 3 Project - 2 SHEET 3 OF 4
Economical and Social impact: Using the extents of the site to attract people of the Baghere village to ensure people engage with social ineractions and produce a socialy and economic sustainable future. Strategies applied to the design: 1. Creating an inclusive community where people can engage in social interaction. In the form of formal and informal trading. 2. Locals will be able to produce crops and manufacture produce and sell them and to make a profit. 3. The gather space will be used as a social hub where women can speak publically. 4. Office spaces in the inside of the building is a mulituse area, for education and more private meetings. 5. The open coutyard adjacent to the office space can be used for dancing or social gatherings.
The contextual map on the right shows the surrounding context. The Womans House aims to be a central trading hub for the community. As can be seen in the drawing many roadnetworks intersect the site, making it easy for people to travel to the Womans House.
Dancing space: The open courtyard in the office spaces serves as a large area where people can dance.
General Notes: N Sustainable cycle
Contextual Map of the Baghere village Plantations: - Peanuts for food - Cotton for clothing - Corn for food - Rice for food
Quiet resting area: - Intended space for people to rest. - Using tree canopy as shade. - Oppertunity to socialize with others. - Space of engagement. - Away from the busy street.
Processing: - Cleaning and manufacturing of produce. - Can use this as an oppertunity to learn others. - Engagement in processing of goods. - Learning of new skills - Processing can lead to profit
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Drainage Notes: Gather space: - Public meetings - Educational classes and public meetings.
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information:
University of the Witwatersrand
Offices: - Woman held private political meetings. - Educational rooms for teaching purposes.
Project Information: ARPL 3031A 2021 - Project 2 Revision Details: REV:NO
Main road
Construction: - Learning of new skills on how to build. - How to work with materials
Distribution of economic and social activities
DESCRIPTION
DATE ISSUED
Trading: - Formal and informal Selling of products in marketplace. - Marketplace opens up to the street. Making it easier for traders to sell products.
Drawing Details: DRAWN BY:
DRAWING SCALE:
2192396
1:300
DRAWING NUMBER:
DATE:
PR02-AB
2021/03/20
DRAWING NAME:
REVISION NUMBER:
Sustainability 3 Project - 2 SHEET 4 OF 4
A R C H I T E C T U R A L
D E S I G N
A N D
T H E O R Y
( A R P L 3 0 0 5 A )
P R O J E C T
1
-
W O M E N ' S
G R O U P
H O U S E
1 A
PAGE 1
KENDALL GOW - 1844024
STEFAN VAN HEERDEN - 2192396
ANA DAMJANOVIC - 2070688
JASON VAN STADEN - 1883906
GROUND FLOOR PLAN ON SITE MATERIAL PALLETTE
ADOBE CLADDING
EARTHBAGS
BAMBOO
TYPHA THATCH
SCALE 1:500
PROPERTIES OF CHOSEN MATERIALS
-
HIGH THERMAL MASS SOURCED LOCALLY READILY AVAILABLE NATURALLY OCCURRING AFFORDABLE SIMPLE CONSTRUCTION TECHNIQUES LOCALLY PRACTICED CONSTRUCTION TECHNIQUES
SECTION AA
SCALE 1:200
PAGE 4
AXONOMETRIC VIEW SHOWING STRUCTURE OF BUILDING SCALE 1:500
EXTERNAL CIRCULATION SPACE
3D OF BUILDING WITH CALL OUT BUBBLES TO EXPLAIN NB ELEMENTS AMPHITHEATRE
SECTION BB
SCALE 1:200
PAGE 5
VIEW FROM QUIET SPACE
INTERIOR MEETING SPACE
WEST ELEVATION
SCALE 1:200
EXTERIOR VIEW FROM PLANTATION
PAGE 6
CONCEPT CHRONOLOGY THE MARKET SPACE
EAST ELEVATION
SCALE 1:200
PAGE 1
PAGE 3
PROJECT 3 - Precedent Study
Structure and Structural Grid:
Drawing Details
References: ArchDaily.com, (2021) 78 Corlett Drive Building / Daffonchio and Associates. [online] Available at: https://www.archdaily. com/919164/78-corlett-drive-building-daffonchio-and-associates [Accessed 13 April 2021]
Zoning Information: Erf:
143
Township:
Melrose North
Property Owner
Legaro Properties Fund PTY LTD
Drawn By:
Drawing scale:
Group 2
NTS
Drawing Number:
Date:
PR03 - AC
13/04/2021
Drawing Name:
Revision:
Project 3 Building analysis
0 Sheet:
1 of 5
Building Core:
Drawing Details Drawn By:
Drawing scale:
Group 2
NTS
Drawing Number:
Date:
PR03 - AC
13/04/2021
Drawing Name:
Revision:
Project 3 Building analysis
0 Sheet:
2 of 5
Arrival and Circulation:
Drawing Details
References: ArchDaily.com, (2021) 78 Corlett Drive Building / Daffonchio and Associates. [online] Available at: https://www.archdaily. com/919164/78-corlett-drive-building-daffonchio-and-associates [Accessed 13 April 2021]
Drawn By:
Drawing scale:
Group 2
NTS
Drawing Number:
Date:
PR03 - AC
13/04/2021
Drawing Name:
Revision:
Project 3 Building analysis
0 Sheet:
4 of 5
Approach to Sustainability:
References: ArchDaily.com, (2021) 78 Corlett Drive Building / Daffonchio and Associates. [online] Available at: https://www.archdaily. com/919164/78-corlett-drive-building-daffonchio-and-associates [Accessed 13 April 2021]
The 78 Corlett Drive building is the only office development in Africa to achieve a 6 star energy efficiency rating and net zero carbon emmision accreditation.
Green star criteria:
Chiller tank Water pipes
6 - Star Rating Weigted score between 75 and 100
Remaining water flows into service core.
inception to closeout.
2. Indoor Environment Quality (IEQ):
Chiller system:
summer spring solstice equinox
winter solstice
Sun Angles Solar panels Atrium
N
Callout detail
1. Management: - Sustainable design intent from the
Photo Voltaic Array:
Atrium
Third Floor Roof Second Floor
Building setback
Site Plan:
First Floor
- Considerations in heating, cooling, lighting and indoor air pollutants.
Ground Floor
3. Energy: - Using pv array to power the building.
Fixed North facing Aluminium Louvers: summer solstice
4. Transport: - Accomodating alternative modes of transport.
spring equinox winter solstice
5. Water: - Using water efficient fixtures, leak detection system. (Low flow fittings)
6. Materials: - Reduction in the amount of natural materials used.
7. Land Use & Ecology:
S
E
- Reducing the impact of the building on the natrual ecology.
8. Emissions: - No substances or pollution are emitted from the site.
N
Callout detail
Moveable Horizontal Screens on west and east facade:
Sustainability Axo
N
Manufacture process
Louver assembly
Air cavity
9. Innovation:
Moveable aluminium screen
- Innovative shading system(passive) and airconditioning system(mechanical) installed.
Drawing Details
Tinted Single Glazing
10. Socio Economic: - Improving the socio economic aspects of the context by making the part of the building leasable for outside tenants.
W
East elevation
Callout detail
Moveable screen assembly
Drawn By:
Drawing scale:
Group 2
NTS
Drawing Number:
Date:
PR03 - AC
13/04/2021
Drawing Name:
Revision:
Project 3 Building analysis
0 Sheet:
5 of 5
Disabled
Public / Private
Access/ Circulation Requirements
Structural Requirements
Volumetric Requirements
Ventilation Requirements
Lighting Requirements
Other Services Required
Sustainability Required
1
Public
None (Ground Floor)
Long Span
Cathedral
Natural and Mechanical
Artifical and Natural
Circulation, Electrical, Storm Water, Fire Protection, HVAC, Lightening Protection, Alternate Modes of Transport
Shading Devices, Double Glazing , Thermal Insulation,Green Wall, Solar Panels
2
Public
None(Ground Floor)
Long Span
General Height
Natural and Mechanical
Artifical and Natural
Circulation, Electrical, Water, Fire Protection, HVAC, Storage
Shading Devices, Double Glazing , Thermal Insulation,Adjustable Screen, Natural Ventilation
7
7
Public
Stairs and Ramps
Long Span
Cathedral
Mechanical
Artifical
Circulation, Electrical, Fire Protection, Storage , HVAC
Thermal Insulation
6
4
5
Public
Stairs, Ramps, Elevator
Short Span
Cathedral
Natural and Mechanical
Artifical or Natural
Circulation, Electrical, Fire Protection, Storage , HVAC
Shading Devices, Double Glazing, Thermal Insulation , Natural Ventilation
3
2
3
Public
None(Ground Floor)
Short Span
Cathedral or General Height
Natural and Mechanical
Artifical and Natural
Circulation, Electrical, Fire Protection, HVAC,Water,Drainage,Gas,Refuse
Shading Devices, Double Glazing, Thermal Insulation , Natural Ventilation,Green Wall
7
10 15
8
10
Public
Stairs, Ramps, Elevator
Long Span
Cathedral
Natural and Mechanical
Artifical and Natural
Circulation,Electrical,Fire Protection,HVAC,Storage, Water
Shading Devices, Double Glazing, Thermal Insulation , Natural Ventilation,Adjustable Screen
1
1
2
2
1
2
Public
Stairs, Ramps, Elevator
Long Span
Cathedral
Natural and Mechanical
Artifical and Natural Circulation, Electrical,Fire Protection,Storage
Shading Devices, Double Glazing, Thermal Insulation , Natural Ventilation,Adjustable Screen
1
1
1
2
2
1
2
Public
None(Ground Floor)
Long Span
General Height
Natural and Mechanical
Artifical and Natural
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing, Thermal Insulation , Natural Ventilation
15
1
1
1
2
2
1
2
Semi Private
Stairs, Ramps, Elevator
Short Span
General Height
Mechanical
Artificial
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing , Artificial Ventililation,Thermal Insulation
40
40
2
3
3
3
4
3
4
Semi Private
Stairs, Ramps, Elevator
Short Span
General Height
Mechanical
Artificial
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing , Artificial Ventililation,Thermal Insulation
A3
100 50
50
2
3
3
3
4
3
4
Semi Private
Stairs, Ramps, Elevator
Short Span
General Height
Natural and Mechanical
Artifical and Natural
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing ,Thermal Insulation
100
A3
60
30
1
2
2
3
3
2
3
Semi Private
Stairs, Ramps, Elevator
Short Span
General Height
Natural and Mechanical
Artifical and Natural
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing ,Thermal Insulation
2x Large Dance Studios
200
A2
200 100 100 4
8
6
6 12
6
6
Semi Private
Stairs, Ramps, Elevator
Short Span
Cathedral
Natural and Mechanical
Artificial
Circulation, Electrical,Fire Protection, HVAC, Storage,Water
Shading Devices, Double Glazing ,Thermal Insulation
2x Dance Studios
100
A2
100 50
2
3
3
3
4
3
4
Semi Private
Stairs, Ramps, Elevator
Short Span
Cathedral
Natural and Mechanical
Artificial
Circulation, Electrical,Fire Protection, HVAC, Storage,Water
Shading Devices, Double Glazing ,Thermal Insulation
2x Large Theatre Practice 200 Rooms
A2
200 100 100 4
8
6
6 12
6
6
Semi Private
Stairs, Ramps, Elevator
Short Span
Cathedral
Mechanical
Artificial
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing ,Thermal Insulation
100 50
Ablution Requirements
A1
300 150 150 5 10
7
10 15
8
10
Public Reading Area/ Lounge Area
100
A3
20
1
1
1
2
2
1
Auditorium
300
A1
250 125 125 5
9
6
7 14
Lobby Space
120
A1
120 60
60
3
4
4
5
Resturant/ Coffee Shop
200
B3
60
30
1
2
2
3
Multi-purpose Gathering Space
300
A1
300 150 150 5 10
Exhibition Space
300
C1
30
15
15
1
Public Desk
24
A1
24
12
12
Large Computer Lab
150
A3
30
15
4x Computer Labs
400
A3
80
2x Large Seminar Rooms
150
4x Seminar Rooms
Male
300
10
30
30
Female
Public Forecourt / Reception / Enterance Foyer
Population
Classification
Female
Floor Area (sqm)
Male
Space
Floor
Design Population
10
50
W SH W WH SH W UR HB R C B R C
50
2
3
3
3
4
3
4
Semi Private
Stairs, Ramps, Elevator
Short Span
Cathedral
Mechanical
Artificial
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing ,Thermal Insulation
1
1
1
1
1
1
1
1
1
Private
Stairs, Ramps, Elevator
Short Span
General Height
Natural and Mechanical
Artifical and Natural
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing , Thermal Insulation, Natural Ventilation
1
1
1
1
1
1
1
1
1
1
Private
Stairs, Ramps, Elevator
Short Span
General Height
Natural and Mechanical
Artifical and Natural
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing , Thermal Insulation, Natural Ventilation
G1
4
2
2
1
1
1
1
1
1
1
Private
Stairs, Ramps, Elevator
Short Span
General Height
Natural and Mechanical
Artifical and Natural
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing , Thermal Insulation, Natural Ventilation
250
G1
10
5
5
1
1
1
1
1
1
1
Private
Stairs, Ramps, Elevator
Short Span
General Height
Natural and Mechanical
Artifical and Natural
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing , Thermal Insulation, Natural Ventilation
Reception Desk and Waiting Area
24
A1
24
12
12
1
1
1
2
2
1
2
Public
Stairs, Ramps, Elevator
Short Span
Cathedral/General Height
Natural and Mechanical
Artifical and Natural
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing , Thermal Insulation, Natural Ventilation
Kitchenette/ Staff Room
20
A1
20
10
10
1
1
1
2
2
1
2
Private
Stairs, Ramps, Elevator
Short Span
General Height
Natural and/or Mechanical Artifical and Natural
Circulation, Electrical,Fire Protection, HVAC, Storage,Water, Drainage,Gas
Double Glazing, Thermal Insulation, Thermal Insulation, Natural Ventilation
Boardroom
40
G1
3
2
2
1
1
1
1
1
1
1
Private
Stairs, Ramps, Elevator
Short Span
General Height
Natural and/or Mechanical
Artifical or Natural
Circulation, Electrical,Fire Protection, HVAC, Storage
Shading Devices, Double Glazing , Thermal Insulation, Natural Ventilation
Retail
200
B3
13
7
7
1
1
1
1
1
1
1
Public
Stairs, Ramps, Elevator
Short Span
Cathedral
Natural and/or Mechanical
Artifical or Natural
Circulation, Electrical,Fire Protection, HVAC, Storage,Water,Drainage,Gas,Refuse
Shading Devices, Double Glazing , Thermal Insulation, Natural/Mechanical Ventilation
Lettable Offices
500
G1
33
17
17
1
1
1
2
2
1
2
Private
Stairs, Ramps, Elevator
Short Span
General Height
Natural and Mechanical
Artifical and Natural
Shading Devices, Double Glazing , Thermal Insulation, Natural Ventilation
Air Conditioning Plant
50
D4
0
0
0
0
0
0
0
0
0
0
Private
Stairs
Short Span
Dungeon
Mechanical
Artificial
Circulation, Electrical,Fire Protection, HVAC, Storage Circulation,Electrical,Fire Protection,HVAC, Storage
Server Room
15
D4
0
0
0
0
0
0
0
0
0
0
Private
Stairs
Short Span
Dungeon
Mechanical
Artificial
Circulation,Electrical,Fire Protection,HVAC, Storage
IT Maintenance
40
D4
0
0
0
0
0
0
0
0
0
0
Private
Stairs
Short Span
Dungeon
Mechanical
Artificial
Circulation,Electrical,Fire Protection,HVAC, Storage
2x Store Rooms
80
J3
2
1
1
1
1
1
1
1
1
1
Private
Stairs
Short Span
General Height
Mechanical
Artificial
Circulation,Electrical,Fire Protection,HVAC, Storage
Security Control
25
G1
2
1
1
1
1
1
1
1
1
1
Private
Stairs
Short Span
General Height
Natural and/or Mechanical
Artificial
Circulation,Electrical,Fire Protection,HVAC, Storage
Recycling
40
D3
3
2
2
1
1
1
1
1
1
1
Semi Private
Stairs
Short Span
Mechanical
Artificial
Semi Public
Stairs, Ramps, Elevator
Long Span
Dungeon
Mechanical
Artificial
Circulation,Electrical,Fire Protection,HVAC, Storage,Storm Water
Public
Stairs, Ramps, Elevator
Short Span
General Height
Natural and/or Mechanical
Artifical and/or Natural
Circulation,Electrical,Fire Protection,HVAC, Storage,Water,Drainage
2x Theatre Rooms
100
A2
Head of Department
24
G1
2
Finance Manager
20
G1
4x Admin Staff Offices
60
10x Lecture Offices
Basement Parking Ablutions
J4
CLIENT INFORMATION: University of Witwaterstrand PROJECT INFORMATION ARPL 3031A 2021-Tutorial 1
Shading Devices, Double Glazing , Thermal Insulation, Natural Ventilation
Thermal Insulation, Natural/Artificial Ventilation
DRAWING DETAILS DRAWN BY: GROUP 2 DRAWING NUMBER: TUT 01-AA DRAWING NAME Tutorial 1 DRAWING SCALE N.T.S. DATE 2021/05/05
PROJECT 4 - Core Concept
Entrance Lobby and main circulation Service Staircase Core core
Project 4 - Core Concept Arrival and Circulation
Ablutions General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
S ta t
io n S
tree
Ve
hic
ul a
c rA
ce
ss
d Pe
es
n t r ia
A
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Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
ss
Drainage Notes:
Staircase core from basement level -3 up to fifth floor
t
Building mass Jo
se rri
nS
e tre
t
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information:
University of the Witwatersrand Project Information: ARPL 3031A 2021 - Project 2
Structural Axo (Above ground)
Basement structural Axo
Revision Details: REV:NO
7.5m
DESCRIPTION
DATE ISSUED
7.5m A 7.5m
5m
5m
7.5m
5m
7.5m
7.5m
Vehicle Access 3m
Drawing Details:
7.5m
3m
7.5m
3m B
Pedestrian Access
Vehicular basement access from station street (B-B)
DRAWING SCALE:
2192396
NTS
DRAWING NUMBER:
A
Arrival on ground floor (A-A)
B
DRAWN BY:
Circulation corridor
Typical Floor Plan
DATE:
PR04-AB
11/05/2021
DRAWING NAME:
REVISION NUMBER:
Core Concept Rev 2-AB Project 4 Sheet 1 of 5
Vertical Circulation of services through core
Primary Services of core Lift Core
Movement Corridor
Cable tray
Data duct adjacent to electrical duct
Passage
General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
Data duct Server room is on second floor
Fire Escape
Ablutions adjacent to core
Vertical Circulation (Movement)
Typical floor plan
Brown - Sewage Red - Fire escape Blue - Water supply Green - HVAC Cyan - Data Yellow - Electrical Circulation - Grey
HVAC room/ condensor
Data Water storage above lift core
Water supply pipe
Rainwater harvest
Ablutions
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Drainage Notes:
Waste water pipes Sewage Pipe HVAC duct Water supply pipe Sewage pipe
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information: Municipal connection Greywater tank
Water Supply
HVAC duct
University of the Witwatersrand
rainwater tank
Project Information: ARPL 3031A 2021 - Project 2
Ablutions duct
Roof scape
Revision Details:
Solar panels on roof
Electrical duct
REV:NO
air extraction from basement
Cable tray
Auditorium Refuse area
Drawing Details:
Bins
Electrical duct + cable tray
HT/LT room Generator room
Recycle sorting area
S
ic erv
e
e lan
DRAWN BY:
DRAWING SCALE:
2192396
NTS
DRAWING NUMBER:
Municipal connection Meter
Refuse area
Refuse
DATE ISSUED
DB Board on every floor
HVAC
Direct access to service lane
DESCRIPTION
HT/LT room
Electrical
Battery bank room (inverter)
Generator room
DATE:
PR04-AB
11/05/2021
DRAWING NAME:
REVISION NUMBER:
Core Concept Rev 2-AB Project 4 Sheet 2 of 5
Relationship between served and service spaces As seen in the previous slides, all the main services will circulate through the service core, this diagram below aims to show how these services will relate to the space that need to be served.
Circulation
Circulation
ADMINISTRATION OFFICES Services required: - Electrical - Internet (secured access)
OFFICE SPACES Services required: - Electrical - Internet (secured access) - Naturally ventilated
MULTI-PURPOSE GATHER SPACE (double volume)
Electrical wiring
HVAC duct
Electrical wiring
Data Wiring Green - HVAC Yellow - Electrical Cyan - Data cables
General Notes:
THEATRE PRACTICE ROOMS Services required: - HVAC - Electrical
Data Wiring
Server room Security control room Building Core Providing all services
Second Floor
Green - HVAC Yellow - Electrical Cyan - Data cables Building core: Providing all services
Fifth Floor
Circulation
Electrical wiring
HVAC duct
OFFICE SPACES Services required: - Electrical - Internet (secured access) - Naturally ventilated
Dance Studios Services required: - Electrical
ADMINISTRATION OFFICES Services required: - Electrical - Internet (secured access)
Green - HVAC Yellow - Electrical Cyan - Data cables
Data Wiring IT MAINTENANCE ROOM: Services required: - Electrical - Internet
First Floor
Storage Room Board room
Fourth Floor
Building core: Providing all services
RESTAURANT SEATING Services Required: - Electrical - Natural ventilation
Retail Services Required: - Electrical - Naturally ventilated Electrical wiring
Green - HVAC Yellow - Electrical Cyan - Data cables
HVAC duct
Ground Floor
Building Core Providing all services
Project Information: ARPL 3031A 2021 - Project 2
REV:NO
DESCRIPTION
DATE ISSUED
LARGE CAD LAB Services required: - Electrical - Internet (secured access)
Cad Labs Services required: - Electrical - Internet (secured access)
PUBLIC SPACE Services Required: - Electrical
RESTAURANT KITCHEN Services Required: - Electrical - Water supply - Sewage / waist - Gas supply Reading room
University of the Witwatersrand
Revision Details: Circulation
Circulation
Drainage Notes: 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information:
Electrical Data Wiring wiring
Building Core Providing all services
AUDITORIUM Services Required: - HVAC - Electrical
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Circulation
MULTI-PURPOSE GATHER SPACE Services required: - HVAC - Electrical
Green - HVAC Yellow - Electrical Cyan - Data cables
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
Drawing Details: Green - HVAC Yellow - Electrical Cyan - Data cables
Electrical wiring
Third Floor
Data Wiring
DRAWN BY:
DRAWING SCALE:
2192396
NTS
DRAWING NUMBER:
Building core: Providing all services
SEMINAR ROOMS Services required: - Electrical - Internet (secured access)
DATE:
PR04-AB
11/05/2021
DRAWING NAME:
REVISION NUMBER:
Core Concept Rev 2-AB Project 4 Sheet 3 of 5
Legend:
Massing and Zoning Diagram:
Public -
PLA transport logistics
Core
Private -
Malawi: embassy
Circulation 56 Jorrisen He nri s
J
n is e orr
ee str
tre et
Senate House
t
Wits theatre
Building Mass within its urban context Wits arts museum
Admin offices(G1): - Long Span - Dungeon - Natural - Natural Board room(G1): - Short Span - Dungeon - Natural - Natural Admin offices(G1): - Long Span - Dungeon - Natural - Natural
Fifth Floor
Core
Fourth Floor
Large Cad Lab(A3): - Short span - Dungeon - Natural/artificial - Natural
Third Floor
Educational Cad Labs(A3)
Fifth Floor Fourth Floor
Second Floor
Multi-purpose gather space(A1)
First Floor
Auditorium(A1)
Third Floor
Private Public
Dance studios(G1)
Public
Ground Floor Basement -1 Basement -2 Basement -3
Section through building
Basement Parking
Letable Office Spaces(G1): - Long Span - Dungeon - Natural - Natural
Letable Office Spaces (G1): - Long Span - Dungeon - Natural - Natural
Cad Labs(A3): - Short span - Dungeon - Natural/Artificial - Natural
Core Multi-purpose gather space (DOUBLE VOLUME)
Core
First Floor
Multi-purpose gather space (A1): - Long span - Cathedral - Special - Mechanical
Core: Ablutions HVAC duct Electrical duct Water duct Data duct
Ground Floor
General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Drainage Notes: 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information:
University of the Witwatersrand
Second Floor
Reading room(A3): - Long Span - Dungeon - Natural - Natural Restaurant (B3): - Long Span - Cathedral - Natural/Artificial - Natural Space: - Structural requirements - Volumetric requirements - Lighting Requirements - Ventilation Requirements
Dance Studio(A2): - Short span - Dungeon - Natural/Artificial - Natural
Core
Seminar room(A1): - Short span - Dungeon - Natural - Natural
Entry to East campus
Theatre practice(A2): - Short span - Dungeon - Natural/Artificial - Natural
Auditorium (A1): - Long Span - Cathedral - Special - Mechanical
Project Information: ARPL 3031A 2021 - Project 2 Revision Details: REV:NO
DESCRIPTION
DATE ISSUED
Drawing Details: DRAWN BY:
DRAWING SCALE:
2192396
NTS
DRAWING NUMBER:
DATE:
PR04-AB
11/05/2021
DRAWING NAME:
REVISION NUMBER:
Core Concept Rev 2-AB Project 4 Sheet 5 of 5
PROJECT 5 - Core Detail
Occupants will escape into a fire rated lobby/foyer, all doors within foyer to be 120min fire rated ,as per NBR
C
Self closing class B door fire rated door at 120 min, as per NBR
D 7500
Type FR wall 220mm brickwork, plastered inside and outside fire rated at 120min
3881
240
3239
Fire extinguishers, 1/200sqm as per NBR
General Notes:
New Reception Lobby
2225
1816
300mm cast concrete lift core to eng. detail Lift door to be 120min fire rated and sealed for smoke ingress of 30min as per NBR
UP 1800
14 13 12
3822
315
1540
3.7m x 1.5 m Stretcher lift
1681
B 5013
C 7500
D 7498
E 7493
F 5000
5000
G 7500
H 5000
I
J
8400
1 2
D50
ie
whb
whb
616
Service duct 10 m² 1- Ground Floor Steel Grate
ie
ie
ie
whb
whb
whb
50mm waste pipe
130
1215
1314
new lintels over
New Male Bathroom
counter top
D42
D42
D42
D42
D42
353
355
356
357
545
wc
110mm uPVC soil pipe
Closet
1900
wc
wc
wc
ie
ie
ie
ie
ie
wc
wc
2 m² 1- Ground Floor Tiles
130
Disabled bathroom (1.8 x 1.8)
ie
ie
Vent stack
ie
D42 358
new lintels over
Disabled bathroom (1.8m x 1.8m)
7500
4
400mm x 600mm concrete column, according to eng detail
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Drainage Notes: 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information:
Core
Reference Plan - Ground Floor Scale 1:500
130
Single stack piping system
ie
960
new lintels over
ie
4
3
1800
1800
ie
960
whb
new lintels over
1800
4
615
130
22 m² 1- Ground Floor Tiles
D41
new lintels over
⌀300mm HVAC duct to auditorium according to eng. detail
ie
785
584
D41
1826
2664
1826
Acoustic timber sound panels
900mm x 2600mm HVAC duct according to eng detail
911
HVAC DUCT
7500
DB board
17818
300
Electrical Duct
130 1314 130 785 130 911 300
Data Duct
7500
1775
241
A
3 3710
400mm x 600mm concrete column, according to eng detail
1241
300
9 10 11
3
1217
3710
1 2 3 4 5 6 7 8
24 23 22 21 20 19 18 17 16 15
Roof ventilator to be installed above emergency route, as per NBR
2710
26 m² 1- Ground Floor Slip Resistant floor
7500
Emergency route
1000mm high balustrade as per NBR
300
2
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
240
Staircase note: Concrete cast in situ staircase 24 risers 280mm min treads , 170mm max risers 1000mm balustrade
168 m² 1- Ground Floor Polished screed
D44
3710
+1500mm from staircase midpoint to escape door as per NBR
University of the Witwatersrand Project Information: ARPL 3031A 2021 - Project 2
D42
1223
D42
D42
D42
D42
346
348
349
350
New Female Bathroom
whb 465
whb 466
whb
whb 468
467
469
526
ie
ie
ie
ie
single stack system
Perforated alumium screen
ie
Soil Pipe
DESCRIPTION
DATE ISSUED
whb
D41
⌀50mm waste pipe
Electrical
REV:NO
ie
550
whb
Revision Details: Data
Motion sensor
31 m² 1- Ground Floor Tiles
535 240
counter top
1878
1878
Service duct for ablutions
1340 130
ie
Legend:
240
9 m² 1- Ground Floor Tiles
351
3348
HT/LT room
wc
1900
whb
HTLT room
new lintels over
wc
Waste Pipe
Municipal shutoff valve
vent stack (discharge pipe)
Property Boundary
Property Boundary
⌀50mm municipal water supply pipe
⌀50mm Municipal W ater Supply Municipal electrical supply
⌀110mm municipal sewage pipe
N
⌀110mm Municipal Sewage connection
Municipal Water supply
Electrical wires
Service Lane
Service core (Ground Floor) Scale 1:100
DRAWN BY:
DRAWING SCALE:
2192396
1:100
DRAWING NUMBER:
SMH
C
Drawing Details:
D
HVAC
DATE:
PR05-AB
06/06/2021
DRAWING NAME:
REVISION NUMBER:
Project 5 core detail
01 SHEET 1 OF 3
C
D 7500 3881
Self closing class B doors Fire rated door at, 120 min as per NBR
398
1220
420
1220
221
General Notes:
Type FR wall 240mm brickwork, plastered inside and outside fire rated at 120min as per NBR
Fire extinguishers, 1/200sqm as per NBR
Slip resistant floor to be installed
240
Staircase note: Concrete cast in situ staircase 24 risers 280mm min treads, 170mm risers max 1000mm balustrade
D44
24 23 22 21 20 19 18 17 16 15 14 13 12
1 2 3 4 5 6 7 8 9 10 11
3
300mm cast concrete lift core to eng. detail
UP
241
3838
Lift door to be 120min fire rated and sealed for smoke ingress of 30min as per NBR
1220
A
3 3221 1311
B 5013
C 7500
D 7500
F
E 7491
5000
5000
G 7500
1345
whb
ie
whb
whb
1826
D42
D42 390
D42
D42
D42
D42
392
393
394
546
ie
⌀100mm uPVC soil pipe Automatic motion lights to be installed according to eng detail (occupancy activated)
ie
wc
ie
Vent stack
ie
ie
wc
wc
ie
ie
ie
ie
2 m² 2 - First Floor plan ?
D42 395
7500 1314
4
Core
Client Information:
University of the Witwatersrand Project Information: ARPL 3031A 2021 - Project 2
Reference Plan - First Floor Scale 1:500
Revision Details: REV:NO
DESCRIPTION
DATE ISSUED
D42
1900
wc
wc
wc
388
D42
D42
D42
D42
383
385
386
387
1878 130
382
3348
D42
wc
TYPE F walls, minimum of 60min fire resistance for interior partition walls depending on use, as per NBR.
whb 1878
wc
Disabled bathroom 1.9m x 1.9m
New Female Bathroom
whb
whb
whb 461
462
whb
whb 463
whb
Perforated aluminium screen
ie
ie
ie
ie
ie
550
ie
Data
Electrical
464
240
460
1340
25 m² 2 - First Floor plan Tiles
counter top
Legend:
Drawing Details:
240
⌀50mm uPVC waste pipe
Soil Pipe
7500
Waste Pipe
N
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
120
130
ie
wc
400mm x 600mm concrete column, according to eng detail
130
1900
Closet
970
wc
Single stack piping system
4
1800
whb
HW
1800
389
606
130
4
D41
130
22 m² 2 - First Floor plan Tiles
130
New Male Bathrooms
3
1800
counter top
1314
whb
whb
960
Disabled bathroom 1.8m x 1.9m
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Drainage Notes:
7500
whb
ie
130
ie
TYPE F walls, minimum of 60min fire resistance for interior partition walls depending on use, as per NBR.
17818
785
ie
TYPE fire rated doors dependent on occupational use, as per NBR
1826
605
10 m² 2 - First Floor plan Single stack piping system Steel grate
585
ie
8400
D41
130
HVAC DUCT
D50
ie
J
2
7500 911
900mm x 2600mm HVAC duct according to eng detail
2664
Service Duct
⌀50mm uPVC waste pipe
5000
I
300
DB board 300mm HVAC duct to auditorium, according to eng. detail
H
1 3.7m x 1.5 m Stretcher lift
1775
Electrical duct/ data duct
1220
7500
26 m² 2 - First Floor plan Slip resistant floor
3710
400mm x 600mm concrete column, according eng. detail
Emergency route
3710
2525
14
7020
1000mm high balustrade as per NBR
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
C
D Electrical light wires
Service core (First Floor) Scale 1:100
HVAC
DRAWN BY:
DRAWING SCALE:
2192396
1:100
DRAWING NUMBER:
DATE:
PR05-AB
06/06/2021
DRAWING NAME:
REVISION NUMBER:
Project 5 core detail
01 SHEET 2 OF 3
A
B
C
D
F
E
H
G
J
I
General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
63532 600
62332 5013
7500
7500
7491
600 5000
5000
7511
5000
8397
A
B 600
600
2.4 x 5m parking bay 2.4 x 5m parking bay
New Storage room 1
4891
130
4891
599
240
600
2.4 x 5m parking bay
2.4 x 5m parking bay
2.4 x 5m parking bay
2.4 x 5m parking bay
2.4 x 5m parking bay
5000
240
D42
303
1102
600mm secant rataining wall 2.4 x 5m parking bay
24 m² -1 Basement Level 1 Polished screed
D42
240
New concrete 1:12 ramp, landing at every 500mm rise, according to NBR (ramp up to first floor)
54376
New Storage room 2
7597
38 m² -1 Basement Level 1 Polished screed
2.4 x 5m parking bay
1
Drainage pipe leading to sump
5m x 3.5m disabled parking bay
D44
UP 2339
598
3554
7826
4891
600
400mm x 600mm structural column spaced at 7.5m x 5m, according to eng. detail
7500
600
600
Property Boundary
2.4 x 5m parking bay
Drainage pipe leading to sump
5998
604
20 19 18 17 16
10 11 12
15 14 13
2.4 x 5m parking bay
2.4 x 5m parking bay
Drainage pipe leading to sump
300
whb
whb
whb
whb
619
Sewage and waste pump, up to invert level
D42
D42
D42
D42
484
486
487
488
wc
Vent stack (discgarge pipe)
i.e
i.e i.e
i.e
i.e
i.e
i.e
wc
wc
wc
wc
130 130
D42
i.e
549
D41
D42
D42
D42
D42
477
479
480
481
whb
whb
whb
whb
i.e
i.e
i.e
whb
whb
587
To municipal connection
Project Information:
ARPL 3031A 2021 - Project 5
Basement level 1 bottom of ramp
new 1:8 concrete driveway ramp
7489
130
i.e
1878
Stage
960
i.e
Street level Top of ramp + 3000mm
wc
10008
586
wc
Parking Circulation
D41
University of the Witwatersrand
4
1800
whb
24 m² -1 Basement Level 1 Tiles
Drainage pipe leading to sump
Parking Circulation
D41
New Male Bathroom
counter top
600
400
whb
7500
Client Information:
i.e
i.e
1314
whb
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
To grey water storage tank i.e
Disabled seating area on floor level
Revision Details:
UP
7502
i.e
130
i.e
785
618
i.e
7500
1826
1891
D50
Wet wall system for water proofing
1305 m² -1 Basement Level 1 Concrete floor(non combustable)
Automatic sprinkler system to be installed in basement >500sqm as per NBR
900mm x 2600mm HVAC duct according to eng detail
Hvac Duct UP
280
3
DRAIN
3650
1681
30060
1540
400mm x 800mm structural beam overhead according to eng. detail spaced at 7.5m x 5m
1743
288
400mm x 600mm structural column according to eng. detail spaced at 7.5m x 5m
New Parking basement
REV:NO
DESCRIPTION
DATE ISSUED
Cirulation down into basement level 2
D42
130
280
7500
300 6799
3851
3710
Data duct
3.7m x 1.5 m Stretcher lift
DB board
280
Drainage Notes:
Lift door to be 120min fire rated and sealed for smoke ingress of 30min as per NBR
1200
30088
1220
UP
31288
2.4 x 5m parking bay
1678 1 2 3 4 5 6 7 8 9
Electrical duct
Soundproofing timber panels
1772
2.4 x 5m parking bay
2.4 x 5m parking bay
2.4 x 5m parking bay
26 m² -1 Basement Level 1 Slip Resistant floor
1800
22148 19569
Emergency route
300
2026
3881
31288
2.4 x 5m parking bay
Staircase note: Concrete cast in situ staircase 24 risers 280mm min treads, 170mm risers max 1000mm balustrade
2.4 x 5m parking bay
13
400mm x 600mm concrete column, according eng. detail
22148
400mm x 600mm structural column spaced at 7.5m x 5m, according to eng. detail
2.4 x 5m parking bay
Slip resistant floor to be installed
Type FR wall 220mm brickwork, plastered inside and outside fire rated at 120min
242 m² -1 Basement Level 1 Carpet
2.4 x 5m parking bay
2.4 x 5m parking bay
Self closing class B door, rated at 120 min as per NBR
D44
Auditorium
Parking Circulation
D45
7500
AUDITORIUM RAKES UPWARDS
2.4 x 5m parking bay
Parking Circulation
240
2 10 000 litre rainwater harvest tank
Perforated screen
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
536
New Female Bathroom
whb
i.e
i.e
50mm waste pipe
discharge stack
600mm secant rataining wall Top of concrete to top of concrete dimension = 3000mm
607
600
i.e
600
600
600
Single stack system
whb
262
To grey water collection tank
937
2528
counter top
2528
2528
36 m² -1 Basement Level 1 Tiles
1340
25 m² -1 Basement Level 1 Tiles
Auditorium Back Stage
Municipal electrical connection
D
C
Municipal sewage line
63532
N
Drawing Details:
Legend: Data
Electrical
DRAWN BY:
DRAWING SCALE:
2192396
1:100
DRAWING NUMBER:
DATE:
Soil Pipe
Basement level 1 Scale 1:100
Waste Pipe
Municipal Water supply
Electrical wires
HVAC
PR05 - AB DRAWING NAME:
Project 05 Core Detail
30/05/2021 REVISION NUMBER:
01 SHEET 3 OF 3
PROJECT 6 - Structural Model
2192396_Structural Model_P6 1.
Round concrete columns
Cast in situ concrete floor plate
General Notes:
Concrete transfer beam
Jorrisen Street
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Drainage Notes: 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
2.
Client Information:
University of the Witwatersrand Project Information: ARPL 3031A 2021 - Project 6 Revision Details: REV:NO
DESCRIPTION
DATE ISSUED
Drawing Details: DRAWN BY:
2192396 DRAWING NUMBER:
Floor plan showing tribituary areas of structural elements (LOAD PATHS)
DRAWING SCALE:
NTS DATE:
PR06-AB
2021/08/03
DRAWING NAME:
REVISION NUMBER:
Project 6 Structural M
02 Page 1 of 2
3.
General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
North elevation showing the flow of structural forces.
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Drainage Notes: 4.
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information:
University of the Witwatersrand Project Information: ARPL 3031A 2021 - Project 6 Revision Details: REV:NO
DESCRIPTION
DATE ISSUED
Load Paths
Drawing Details: DRAWN BY:
2192396 DRAWING NUMBER:
DRAWING SCALE:
NTS DATE:
PR06-AB
2021/08/03
DRAWING NAME:
REVISION NUMBER:
Project 6 Structural M
02 Page 2 of 2
PERFORMING ARTS SCHOOL GROUND FLOOR PLAN
SECTION A-A 5m
0m A
B
10m
15m
Scale Bar 1:250
JORRISEN STREET
Dance studio 4
UP
UP
UP
UP
Auditorium
Timber deck (street level)
UP
UP
Service duct
Restaurant kitchen (Ground Level)
Passage
Rake downwards
ORIGINAL DESIGN
IT maintenance
UP
Third Floor
UP
Second Floor STATION STREET
Exibition space
Lifts
Publi c Seati ng
Restaurant seating
Reception
Balcony Side walk
Ramps
Fourth Floor
Exib ition spac e/pu blic plaza
UP
Public Seating
Public Seating
UP
Service Lane
HT/LT room
Basement Level 1 Backstage area
Basement Level 2 Basement parking
Basement Level 3
Property boundary Service Lane
PROJECT 2
Page 9
N
NORTH ELEVATION The Performing Arts School Concept Note:
0m
5m
10m
15m
Scale bar 1:200
The perfoming art school is a building that intends to uplift the social interaction of the surrounding Braamfontein context. The shape of the building is dictated by the facade that represents motion and movement, a crucial element in the performing arts. The building is expressed as flowing and moving. Additionally using the prevailing seasonal winds to aid in the design of the footprint of the building. The performing art school is fitted with sustainable materials such as a planted screen on the exterior. The school also provides people with education spaces and dancing practice spaces, an auditorium and exibition spaces. The building makes it easy to enjoy the views of Braamfontein with dedicated balcony spaces looking out onto the city.
Scale 1:200
Generator room Auditorium
Ground Floor
Fire escape
Generator room
Cad lab 3
Multi purpose gather space
Public Bathrooms A
15m
Dance studio 3
Retail
UP Refuse/Recycle Area
10m
First Floor
Ramp access to basement parking B
Cad lab 4
5m
Scale bar 1:200
Theatre practice 3
Fifth Floor
Side walk
Public relations
0m
Theatre practice 4
Security office
Retail
Scale 1:200
Atrium
Scale 1:250
Fire escape staircase
N
Page 18
View from Jorrisen street sidewalk 1.
2.
Page 14
PROJECT 7.1 - Working Drawings (Original Submission)
WITS EAST CAMPUS SOUTH ENTRANCE
WITS THEATRE
Site dimensions AB 63m BC 31m CD 63m DA 31m
sidewalk
bus stop
Statutory Requirements Description Total 1985m2 Site Area Allowable 5000sqm 2.1 50%
Total Floor Area Total F.A.R Total Coverage
JORRISEN STREET
Actual 4450sqm 2.1 45%
Area Schedule -1 Basement Level 1739
K
A
B
C
D
E
F
H
G
I
J
17 38
A
63532
40
5037
7476
7491
7500
5000
5000
7500
8400
5000
sidewalk
Covered balcony F.B.O (⌀90mm)
455mm concrete flat slab, according to eng detail Finish: 50mm Concrete pavers
7500
F.B.O (⌀100mm)
F.B.O (⌀124mm)
4310
3700 21 57
FFL_-3000 Covered balcony
455mm concrete suspended floor 20MPA @ 28 days, to engineer specification Finish: Ceramic Tiles
FFL_ 25160
50mm paving placed above waterproofing layer
62 35
FFL_-2050
F.B.O (⌀90mm)
F.B.O (⌀160mm)
Kerb
3
22427
1924
SW SUMP
7
6
5
4
3
2
1
1091
UP
1611
STAIRCASE NOTE: Concrete cast in situ staircase 24 risers 250mm min treads , 170mm max risers 1000mm balustrade
FFL_-3900
5
UP
1:8 concrete ramp to basement parking
Property Boundary
-4350
Municipal Water Supply
-2899
Sewer Manhole Invert Level 1200m
Municipal Sewage
LEVELS/DATUM
A
ERF 2929
8
13 14 15 16 17 18 19 20 21 22 23 24
63m
1016
D
5079
12 11 10 9
6606 1542
3110
F.B.O (⌀196mm)
SW manhole cover -3042 is 0.0
ERF 2930
C
Service Lane
Stormwater Note: All stormwater on roof will move of the roof through a series of full bore outlets, connected to downpipes within structural columns, water flows into sump on lowest baseent floor for re-use. Overflow to be connected to municpal stormwater sump.
ERF 2931
173
ERF 2932
ERF 2934
7
4
prefabricated high density polystyrene prefabricated panels
240
F.B.O (⌀140mm)
3 17
ERF 2951
5003
4984
280
Auditrium Back Stage Area
35sqm
Storage Room 2
24sqm
Male Bathroom
24sqm
Female Bathroom
24sqm
Retail
53sqm
Restaurant kitchen
46sqm
Refuse Area
11sqm
Generator Room
17sqm
HTLT Room
8sqm
Male Bathroom
24sqm
Female Bathroom
24sqm
IT maintenance room
32sqm
Security Office
9sqm
Public Relations office
8sqm
Closet
2sqm
Reception Lobby
127sqm
Letable Offices
153sqm
Reading Room
43sqm
Male Bathroom
24sqm
Female Bathroom
24sqm
Male Bathroom
24sqm
Multi-purpose gather space
394sqm
Second Floor Level
HVAC UNIT (Plant room), according to mechanical engineer detail
220mm brick parapet wall
38sqm
First Floor Level
10600
14640
Property Boundary
4696
Covered balcony
ERF 2952
31m
1000mm glass panel railing
UP
5000 litre Water storage tank
2
UP
240
Ceramic tile finish on roof slab, installed above torch-on waterprooding, ontop of 50mm XPS insulation, above screed to fall layer.
UP
5
3 17
6
STATION STREET
FFL_-1550
50mm paving placed above waterproofing layer
31344
15735
37 57
375 1
7500
FFL_-2050
1000mm glass panel railing 1:12 concrete ramp
3695
Covered balcony
220mm curved plastered brickwork wall, supported by concrete sub structure
27486
13125
220mm brick wall
ERF 2940
31m
31344
FFL_-1550
F.B.O (⌀124mm)
7500
Creeper planted screen suspended by a timber structure
F.B.O
ERF 2937
12499 F.B.O (⌀110mm)
1738
7500
ref er to
1
Kerb
ramp,
sidewalk
455mm concrete flat slab, according to eng detail Finish: 50mm Concrete pavers
1:12 concrete ramp
ncrete 1:12 co
0m Building Line Fever trees, according to landscape architect details Concrete Seating Blocks
UP
r detail enginee
0m Building Line Property Boundary
5445
14770
7502
1000mm glass panel balustrade, according to sans requirement
23194
TOC_-1559
F.B.O (⌀100MM)
Property Boundary
1610
748
63m
Exterior Balcony
-2700
B
Sidewalk bollard
7500
1000mm glass panel balustrade, according to sans requirement
A
Kerb
8233
-14695
Street Parking
3110
Street Parking
Kerb
243sqm
Storage Room 1
Ground Floor Level
2441
17
1730
Auditorium
Offices
168sqm
Security control room
33sqm
Server Room
10sqm
Male Bathroom
24sqm
Female Bathroom
24sqm
General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Drainage Notes: 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information:
Third Floor Level Computer Labs
372sqm
Seminar rooms
79sqm
Male Bathroom
24sqm
Female Bathroom
24sqm
University of the Witwatersrand Project Information:
Fourth Floor Level Dance Studios
241sqm
Board Room
29sqm
Offices
114sqm
Storage Room
13sqm
Computer Labs
372sqm
ARPL 3031A 2021 - Project 7.1 Revision Details: REV:NO
DESCRIPTION
DATE ISSUED
Fifth Floor Level 0m
4m
8m
12m
16m
20m
Refuse Calculations f(g) × FA / 100 = volume (m³)/week f(g) = Offices 0.2258 f(g) = Shops 0.92353
VISUAL SCALE 1:200 @ A1
N
Theatre Practice rooms
266sqm
Offices
138sqm
Male Bathrooms
24sqm
Female Bathrooms
24sqm
Stormwater Calculations Offices 0.2258 x 1030sqm/100 = 2.32 (m3)/week
SITE
Site Plan N
Scale 1:200
Shops 0.92353 x 53sqm/100 = 0.48 (m3)/week
Roof Slab Area
4. 5m x 10m = 50m²
Locality Map
= 3.142(4.5)² = ⌀64sqmm pipe = ⌀90mm pipe
Drawing Details: DRAWN BY:
DRAWING SCALE:
2192396
1:200
DRAWING NUMBER:
DATE:
πr² 1. 13m x 7.5m = 98m² = 3.142(5.5)² = ⌀96sqmm pipe = ⌀110mm pipe
PR07.1
17/08/2021
DRAWING NAME:
REVISION NUMBER:
3. 15m x 8m = 120m² = 3.142(6.2)² = 121sqmm = ⌀124mm pipe
PROJECT 7.1 Site Plan
02
Public Space Storage Area size: 2.8m3 perweek x 4 bins/m3 = 11 bins That would require 11sqm size for refuse room
1m² = 1cm²
πr² 1. 18.5m x 7.2m = 133m² = 3.142(7)² = ⌀155sqmm pipe = ⌀140mm pipe 2. 15m x 20m = 300m² = 3.142(9.8)² = ⌀301sqmm pipe = ⌀196mm pipe 3. 15m x 13m = 195m² = 3.142(8)² = ⌀201sqmm pipe = ⌀160mm pipe
1m² = 1cm²
2. 15m x 4.5m = 68m² = 3.142(5)² = ⌀79sqmm pipe = ⌀100mm pipe 4. 12.5m x 7.5m = 120m² = 3.142(6.2)² = 121sqmm = ⌀124mm pipe 5. 7.5m x 7.5m = 56m² = 3.142(4.5)² = 64sqmm = ⌀90mm pipe
Page 1 of 3
1739
1740
JORRISEN STREET
K
A
A
B
AUDITORIUM NOTE: Auditorium can be accessed from ground floor level, through the direct connecting door, lower levels of auditorium can be accessed through the multilevel ramp or through basement level 1.
C
D
F
E
H
G
STORMWATER NOTE: Stormwater reticulation within public space will be dealt dealt with screed to fall, leading into seperate full bore outlets, From the full bore outlets the piping reticulates to the sumps at the lowest basement floor. Stormwater will be reused within the building.
WATER RETICULATION NOTE: Water to all fixtures will be supplied from the indicated municipal connection, water will be stored in water tank on above the lift core. On the roof level.
J
I
63532
General Notes:
58404 5037
1728
280
7500
7476
10720
240
3600
191
1925
130
1875
5000
7491
240410
10284
7500
5000
280
9855
7500
237
2441
8400
5000 4696
307
3801
4336
2463
1738
-1195
Sidewalk
-997
240
240
531
895
130
wc
901
130
wc
1012
240
ie
ie
ie
ie
wc
wc
533
D42 358
130
875
130
875
130
881
130
D42
D42
D42
D42
346
348
349
350
3293
whb
1823
wc
730
240
4800
280
280
280
RESTAURANT KITCHEN
ø6 00
Tiles TOC Ground Floor level 48 m²
counter top D42 579
Dry St
D42
521 Tiles TOC Ground Floor level
285
DGS
5 m² 2230 D42
368
475
Cold St
S
Tiles TOC Ground Floor level
130
ie
S
ie
6 m²
2828
130
1937
280
counter top
466
whb
94
ie
467
468
94
ie
94
ie
29 m²
ie
469 94
ie
7568
7500
240665 6018
7500
31344
27503 7500
3410
1436
Property Boundary
2311
1915
University of the Witwatersrand
1166
69
FFL_-3000 50mm paving as finish
seating
4
counter top
Boomed access control
STAIRCASE NOTE: Concrete cast in situ staircase, 24 risers 250mm min treads , 170mm max risers 1000mm balustrade Finish: Off shutter
Project Information:
ARPL 3031A 2021 - Project 7.1 Revision Details:
90mm uPVC downpipe
Gas Bottles 12 11 10 9 8 7 6 5 4 3 2 1
REV:NO
DESCRIPTION
DATE ISSUED
1736
5 1:8 concrete ramp to basement parking
13 14 15 16 17 18 19 20 21 22 23 24
UP
20mm Perforated alumium screen
UP 3110
whb
550 240
465
Tiles TOC Ground Floor level whb whb whb
633
50mm paving as finish
1465
24 23 22 21 20 19 18 17 16 15 14 13 12
1 2 3 4 5 6 7 8 9 10 11
2394
FFL_-2050 1453
4845
0m Building Line
7499 100
counter top
FEMALE BATHROOM
⌀50mm waste pipe
D42
ie
2271
Closet
850
ie
179
5003
130
D43
178
3110
895
240 850 240
130
D43
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Client Information:
240
545
UP
32 m²
3 1737
7990
D42
357
Tiles TOC Ground Floor level
7597
D42
356
IT MAINTENANCE RM
1745
D42
355
wc
1820
94
470
Fuel storage D45
D42
1745
whb
DGS
455mm concrete solid flat slab, according to eng. detail Finish: 50mm concrete pavers
4999
72
615
353
280mm brickwork cavity wall plastered and painted
4743
DGS
351
ie
5671
10523
4488
2505
whb
D42
6100 240
130
130
counter top
6185whb
D42
wc
whb
2724
15 m²
4620
2255
Drainage Notes:
13187
38
3738 ⌀50mm waste pipe
ie
new lintels over
ie
Tiles TOC Ground Floor level
11 m²
-4350
C
Municipal Shuttoff valve
Property Boundary Municipal Water supply
-14695
SW SUMP
N
A
ERF 2930
Sewer Manhole Invert Level = 1200m
LEVELS/DATUM SW manhole cover -3042 is 0.0
ERF 2931
Ground Floor Plan Scale 1:100
Municipal Sewage Connection
0m
STAIRCASE NOTE: Concrete cast in situ staircase, 24 risers 250mm min treads , 170mm max risers 1000mm balustrade Finish: Slip resistant coating
ERF 2932 2m
4m
VISUAL SCALE 1:100 @ A1
6m
8m
SERVICE LANE ERF 2934
10m 35 17
STATION STREET
D
whb
ie ⌀110mm sewage pipeie
620
GENERATOR RM
Tiles TOC Ground Floor level
240
D1
new lintels over
4958
REFUSE AREA
260
2108
whb
ie
MALE BATHROOM
1820
18 m²
1000mm high glass panel balustrade
280
whb
ie
wc
Acoustic timber sound panels
⌀124 mm F.B.O
D5
4845
6780
1041 230 1649
900
400mm x 1500mm concrete beams overhead, according to eng detail
240
D45
T1
DGS
22 m²
Tiles TOC Ground Floor level
⌀100mm F.B.O
300
Tiles TOC Ground Floor level
ie
77
3221
HVAC EXTRACTION 1000mm x 800mm (stainless steel) ie
ie
new lintels over
386
300
HVAC SUPPLY 1000mm x 800mm(stainless steel)
240 1215 130
HTLT ROOM
Stormwater channel to sump
D2
3838
2141
UP
DGS
WT
Stage
150
27 m²
241
DB board
400mm x 900mm concrete column, according to eng detail
2163
5997
top
Disabled Seating area
130
⌀600mm concrete columns , according to eng detail
ter
400
7530
307
400mm x 900mm concrete column, according to eng detail
300mm cast concrete lift core to eng. detail 3.7m x 1.5 m Kone MonoSpace DX Stretcher lift according to mech eng detail
1348
3524
2
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
FFL_-1500
Concrete FLAT SLAB no beams overhead
un co
Auditorium entry 2 on basement level 1 (Refer to section A-A)
Lift door to be 120min fire rated and sealed for smoke ingress of 30min as per NBR
Polished screed TOC Ground Floor level
Electrical Duct 700mm x 600mm
785
233 m²
Data Duct 600mm x 400mm
Fire Escape
280mm brickwork cavity wall plastered and painted, insulated with 30mm XPS insulation within 50 mm cavity
10694
UP
seating
UP 240
T1
300
Carpet TOC Ground Floor level
12
1280
232 1180
⌀90mm F.B.O
Not Enclosed
Conways Crealco Curtain Wall System, Façade 60 Pressure Glazed Curtain Wall
126 m²
1826
14520
AUDITORIUM
11
Foam Fire Extinguisher 1/200sqm as per NBR
130 1314 130
2252
STAIRCASE NOTE: Concrete cast in situ staircase, 24 risers 280mm min treads , 170mm max risers 240 1000mm balustrade Finish: Slip resitant coating
24 23 22 21 20 19 18 17 16 15 14 13
10
Polished Screed TOC Ground Floor level
7319
Timber Deck TOC Ground Floor level
8 9
300
7225 320
22724
Property Boundary
31197
400mm x 900mm concrete column, according to eng detail
1 2 3 4 5 6 7 8 9 10
7
RECEPTION LOBBY
240
UP
400mm x 600mm concrete column, according to eng detail
400mm x 1500mm concrete beams overhead, according to eng detail
1875
2700
Roof ventilator to be installed above emergency route, as per NBR
130
3710
1876
455mm concrete solid flat slab, according to eng detail Finish: 50mm concrete pavers
RESTAURANT SEATING AREA
6
FHR According to NBR
3461
240
5
1738
UP
seating
240
628
3
30mm SAP timber deck, according to eng detail
50mm paving as finish
4881
DGS
627
2
4
3383
DGS
3710
14840
1
Self closing class B door fire rated door at 120 min, as per NBR
Type FR wall 220mm brickwork, plastered inside and outside fire rated at 120min
240
1000mm high glass panel balustrade
16
Occupants will escape into a fire rated lobby/foyer, all doors within foyer to be 120min fire rated ,as per NBR
D3
Staircase note: Concrete cast in situ staircase 10 risers 250mm min treads , 170mm max risers 1000mm glass panel balustrade Finish: Off Shutter
5222
D45
3832
2291
230mm brickwork plastered and painted
ERF 2940
1:12 concrete ramp, according to eng detail
Drainage Channel Stainless steel grate
FFL_-2050
240
400mm x 900mm concrete column, according to eng detail To be plastered on exterior
603
Stormwater channel to sump
1:12 concrete ramp, according to eng detail (Slip resistant coaring)
d T1
DGS
14560
⌀124 mm FLUSH F.B.O
FFL_-1559 50mm paving as finish, placed above torch-on waterproofing
1000mm high glass panel balustrade
Glass exit and entrance doors
1:12 concrete ramp, according to eng detail (Slip resistant coating)
⌀110 mm FLUSH F.B.O flush with paving finish
Sc
UP
2214
ing to ccord
240
2242 190
400mm x 1500mm concrete beams overhead, according to eng detail
22724
1:1
p, a
re e
263
263
240
8 m²
ram
te ncre 2 co
280
Fridge
Stormwater drainage channel to sump
1427
7500
2110
455mm concrete solid flat slab, according to eng detail Finish: 50mm concrete pavers
1796
240
600
Tiles TOC Ground Floor level
104 949
455mm concrete solid flat slab, according to eng. detail Finish: 50mm concrete pavers
UP
il deta eng
7500
50mm paving as finish
600
DGS
13125
8233
FFL_-3000
601
2978
3600
238
Concrete seating
DGS
1905
BIC
PUBLIC REL
7500
3110
746 9 m²
ll
240
Counter top
1:12 concrete ramp Finish: Slip resistant floor
1625
879
4999
fa
10720
Shelving
BIC
240
52 m²
280
Tiles TOC Ground Floor level
5540
5540
Polished Screed TOC Ground Floor level
1
Stormwater channel to sump
1000mm high glass panel balustrade
SECURITY OF
Shelving
RETAIL SPACE
0m Building Line
to
Shelving
3600
3190
400mm x 1500mm concrete beams overhead, according to eng detail
Fever Trees, refer to landscape arch detail
Property Boundary
20mm perforated alumium screen
-2700
B
T1
473
T1
280
T1
280
T2
1485
A
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
Drawing Details: DRAWN BY:
DRAWING SCALE:
2192396
1:100
DRAWING NUMBER:
DATE:
PR07.1
17/08/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.1 Ground Floor
02 Page 2 of 3
2
3
4
5 ROOF NOTE: Ceramic tile finish on roof slab, installed above torch-on waterprooding(Supplied by apex waterproofing), ontop of 50mm XPS insulation, above screed to fall layer. Supported by 455mm solid concrete flat slab.
31317 747
27487 7500
3083
7500
7500
4987
1567
1502 Seasonally adjustable monocrystalline solar panel for electricity production optimum angle 25 to 35 degrees Eurolux O403 Silicon module
Prefabricated concrete supporting wall Steel bracing according to eng, detail
455
1330
286
4641
3545
Polished Screed TOC Third floor level
280
5035
300
13638 455
455
vertical HVAC duct
7545
4000
400mm x 1500mm RC beams overhead, according to eng detail 600
220
Screed to fall, to overflow pipe
Polished Screed TOC Ground Floor level
Concrete retaining wall beam
-3000
D42 533
15.67°
4395
4090
20mm carpet
Wheelchair zone
1180
400
604
1595
D45
599
7500
4987
-13390
wet wall system for basement waterproofing
Basement Level 3
wet wall system sump
N
Section A-A Scale 1:100
⌀110mm drainage pipe to sump
-10400
455
50mm concrete pavers
60 Compacted Drainage stones
Compacted Drainage stones
DRAWN BY:
Basement Level 3
Compacted Drainage stones Compacted Drainage stones
Drawing Details:
-13390
wet wall sump
Engineer to determine the use of ground beams between pile caps
⌀110mm agricultural drain
600mm secant concrete retaining walls depth to be determined by geotech engineer ⌀110mm agricultural drain
⌀110mm agricultural drain
⌀110mm agricultural drain
⌀110mm agricultural drain
⌀400mm concrete pile foundation
LOWEST BASEMENT FLOOR NOTE: Lowest basement floor made of 50mm pavers, sitting on compacted drainage stones to effectively keep ground water away from the lowest basement level.
-7400
20mm sand blinding layer
Compacted Drainage stones
1000 x 2000mm concrete pilecap
240
220mm brick wall, to be waterproofed on inside skin
Off shutter finish on U/s of slab
FFL
2000 x 2000mm concrete pilecap refer to eng. detail
PILE FOUNDATION NOTE: pile foundation 28MPA concrete @28 days , 2m x 2m concrete pile cap, 4x ⌀400mm pile foundation to bedrock, Depth of pile foundations to be determined by civil engineer.
DATE ISSUED
TOC Ground Floor level
TOC Basement Level 2
2535
2990
455 2535
2990
230mm brickwork wall, plastered and painted, supported by 900mm x 200mm concrete strip foundation
1564
455mm concrete suspended floor 20MPA @ 28 days, to engineer specification Finish: 50mm polished screed
FFL
TOC Basement Level 2
DESCRIPTION
TOC Basement Level 1 7500
2545
7500 2545
3000
-10400
HVAC system to be used to extract and supply fresh air for all basement levels 600mm secant concrete retaining wall 110mm pipe to sump
3000
455
455
FFL
TOC Basement Level 1
REV:NO
220mm brick wall, to be waterproofed on inside skin with vapour membrane 455mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 20mm carpet
Stage D42
Revision Details:
-3000
NGL SW manhole invert level 1200mm
24 m²
Project Information:
ARPL 3031A 2021 - Project 7.1
Street Level
SW manhole cover
20mm perforated aluminium screen
1310
University of the Witwatersrand
LEVELS/DATUM POINT SW manhole cover -3042 is 0.0
-3042
3871
Polished screed TOC Basement Level 1
Client Information:
-1559
233 m²
STORAGE ROOM 2
RETAINING WALL NOTE: 600mm secant concrete retaining wall, wet wall system to be implemented to effectively waterproof basement. Sump water will be pumped back into the building for re-use.
Tiles TOC Ground Floor level
plastered and painted
Carpet TOC Ground Floor level
5695 TOC First Floor level
GENERATOR RM 15 m²
AUDITORIUM
D3
5740
681240
For lighting detail, refer to electrical engineer specifications
763
310
FFL
23.53 °
4599
50mm polished screed finish
Side walk
11045
52 m²
Drainage Notes: 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
AUDITORIUM NOTE: Auditrium acoustic quality to be determined by sound engineer, pre fabricated timber panels placed on perimiter of space, roof scape also finished with suspended ceiling
228 mm SAP acoustic timber panels refer to sound engineer detail
28MPA cast in situ concrete, refer to eng detail.
TOC Second Floor Level
455mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: Polished Screed
plastered and painted
RETAIL SPACE
9695
400mm x 900mm concrete column, according to eng detail
4987
566
310 1340
1441
280mm, brickwork cavity cladding wall, insulated with 30mm XPS insulation within 50 mm cavity
455
455
455
3642
Diffuser
D45
4400
50mm curved plywood achieved through steam bending
D42
6590
1:12 cast in situ concrete ramp
-1559
-7400
400mm x 1500mm RC beams overhead, according to eng detail
plastered and painted
Conways Crealco Curtain Wall System, Façade 60 Pressure Glazed Curtain Wall
Street lamp
Jorrisen Street
100mm steel CHS attached to base plate
Suspended HVAC (stainless steel) ducting from concrete floor slab according to mech, eng detail Supplied by DUCT HVAC
To Basement levels
50mm polished screed finish
400mm x 1500mm RC beams overhead, according to eng detail
7254
7500
597
287
4000
7500 DGS
FFL
TOC Ground Floor level
455mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: Polished Screed
plastered and painted
397 m²
7500
4000
TOC Third floor level
Polished Screed TOC First Floor level
455mm concrete suspended floor 20MPA @ 28 days, to engineer specification
38550
8000
7545
7545
MULTI PURPOSE GATHER SPACE
Conways Crealco Curtain Wall System, Façade 60 Pressure Glazed Curtain Wall
FLOOR SLAB NOTE: Structure consists of 455mm solid flat slab floors, consisting of a 7.5 by 5 meter grid. Reinforcement within slab to be referred by the civil engineer.
13695
Service Lane
4000
TOC Second Floor Level
17695 TOC Fourth floor plan
Glazing Note: Glazing to be single clear glass, refer to window and door schedule for further details
100mm steel CHS attached to base plate
50mm curved plywood achieved through steam bending
NGL
280
FFL
20mm perforated aluminium screen
Street Level
3465
1564
89 m²
Suspended HVAC (stainless steel) ducting from concrete floor slab according to mech, eng detail
9695
Off shutter finish on U/s of slab
76
FFL
455
110mm FBO inlet 45° flat F.B.O gratings out of ductile iron
608
455mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: Polished Screed
4000
455
COMPUTER LAB 2
Polsihed Screed TOC Third floor level 34 m²
280
cable tray
lintel over
COMPUTER LAB 4
3
vertical HVAC duct
FFL
400mm x 900mm concrete column, according to eng detail
13677
89 m²
1000mm glas panel balustrade, according to sans specifications
cable tray
D46
Polished Screed TOC Fourth floor plan
4000
76
38550
231 361
FFL
1000mm high glass panel balustrade
TOC Fifth Floor Level 280mm brickwork Cladding wall, 10mm plastered inside and outside, 50mm cavity to be insulated with 30mm XPS insulation.
8695
5015
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
21695
455 280 2350
2019
4588
455mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: Polished Screed
To plant unit on roof
Screed to fall, connected to overflow pipe
25160 TOC Roof Level
455mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: Ceramic Tiles
644
1564
Off shutter finish on U/s of slab
89 m²
DANCE STUDIO 1 3545
3545
20 m²
810
cable tray
lintel over
Polished Screed TOC Fourth floor plan
581
1000mm high glass panel balustrade
FFL
DANCE STU 4
D46
Polished Screed TOC Fifth Floor Level
3010
3010
2350
510
455
455 lintel over
30mm screed to fall
4000
plastered and painted
D45
FFL
WISPECO, Crealco 41mm casement window
13695
TOC First Floor level
67 m²
53
lintel over
5695
Polished Screed TOC Fifth Floor Level
577
747
TOC Third floor level
455
455 3010
lintel over
4605
Triple volume
2370
TOC Fourth floor plan
747
THEATRE PRACTICE 4
cable tray
lintel over
THEATRE PRAC 2
455
17695
50mm XPS insulation
5015
2019
94
3545
4000
TOC Fifth Floor Level
lintel over 584
3539
Property Boundary
21695
110mm FBO inlet
1224
3465
AUDITORIUM NOTE: Auditorium can be accessed from ground floor level, through the direct connecting door, lower levels of auditorium can be accessed through the multilevel ramp or through basement level 1.
torch on waterproofing applied to roof slab, applied by apex waterproofing
glass skylight FFL
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
Concrete coping 230mm brickwork parapet wall ceramic tile finish
HVAC plant unit refer to mech eng. detail
Torch on waterproofing applied by apex waterproofing
0m Building Line
TOC Roof Level
2562
General Notes:
1000mm high glass panel balustrade, mounted on baseplate
4400
5686
50mm XPS insulation
AUDITORIUM NOTE: Auditrium seating to be made of 28MPA @ 28 days, cast in situ concrete, refer to eng. detail.
25160
5000 litre JoJo Water tank 300mm concrete cast in situ lift core
230mm brickwork wall
Property Boundary
GENERAL NOTE : Building to consist of off shutter finish on the U/s of the slab, all services to be exposed, in a neat manner.
2990
747
WATER RETICULATION NOTE: Water to all fixtures will be supplied from the indicated municipal connection, water will be stored in water tank on above the lift core. On the roof level.
3000
1
PILE FOUNDATION NOTE: pile foundation 28MPA concrete @28 days, 2m x 2m concrete pile cap, 4x ⌀400mm pile foundation to bedrock, Depth of pile foundations to be determined by civil engineer.
⌀400mm concrete pile foundation refer to eng. detail
0m
2m
4m
VISUAL SCALE 1:100 @ A1
6m
8m
10m
DRAWING SCALE:
2192396
1:100
DRAWING NUMBER:
DATE:
PR07.1
17/08/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.1 Section A-A
02 Page 3 of 3
PROJECT 7.2 - Working Drawings (Original Submission)
J
I
H
G
F
E
D
C
B
A
K
60129 8400
5000
7500
FLOOR SLAB NOTE: Structure consists of 435mm solid flat slab floors, consisting of a 7.5 by 5 meter grid. Reinforcement within slab to be determined by civil engineer.
5000
5000
7488
7500
7476
230mm curved brickwork wall, supported by prefabricated concrete panels, supported by steel bracing.
230mm curved brickwork wall, supported by prefabricated high density polystyrene panels, supported by steel bracing.
DATUM NOTE: SW manhole cover -3042m is 0.0m Wispeco, crealco, 80mm top hung 3000mm x 1000mm window aluminium frame with single Low-E glass.
Primed and Painted
25160
1725
A
GENERAL NOTE : Building to consist of off shutter finish on the U/s of the slab, all services to be exposed, in a neat manner.
ROOF NOTE: 5mm Ceramic tile finish on roof slab, installed above torch-on waterproofing (Supplied by apex waterproofing), ontop of 80mm XPS insulation, above screed (1:80) to fall layer. Supported by 345mm solid concrete flat slab.
5040
Pre-fabricated mild steel frame/shading device
5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm white tile grout
3.7m x 1.5 m Kone MonoSpace DX Stretcher lift according to mech eng detail
Creeper planted screen, supported by timber framework
General Notes:
TOC Roof Level 503
2708
55 506
92
3953
4222
55
3023
531
528
529
67
67
67
504
345
344
76
76
343
2975
3465
55
55
76
T1
1000mm high glass panel railing
DGS
Wispeco, crealco, 80mm top hung 3000mm x 6700mm aluminium window frame with double, tinted Low-E glass.
48
D42
21695
55
530
445
67
TOC Fifth Floor Level
114mm x 228mm SAP timber strut 152mm x 228mm SAP timber bracing
523 521
67
55
67
522
67
DGS
1000mm high glass panel railing
T1
55
Creeper plants installed onto balcony railing
D45
Wispeco, crealco, 80mm top hung 1300mm x 2400mm aluminium window frame with double, tinted Low-E glass.
T1
T1
1128
502
47
D46
D46
581
582
490
499
499
Galvanized mild steel shading device
67
Lift door to be 120min fire rated and sealed for smoke ingress of 30min as per NBR
525 497
67
532
D47
67
578
501
498
508
55
55
55
3510
55
T1
T1
DGS
T1
D46
D46
D7
D6
46
Wispeco, crealco, 80mm top hung 1600mm x 3800mm aluminium window frame with double, tinted Low-E glass.
Fixed 490 55
932
518
TOC Third floor level
509
67
90
Woodoc 50 sealer applied to protect timber from sun and rain
513 64
514 55
9695
14900
DGS
T1
1000mm high glass panel railing
510
103
2400
526
3404
4000
67
45
500
2400
2400
2400
2400
90
2400
20mm perforated aluminium screen 1943
Concrete Upstand
67
175
520
491
67
55
67
T1
1000mm high glass panel railing
492 55
14
505
67
Prefabricated wall panel seam
600mm x 420mm RC column, to eng specification
450
230mm brickwork wet wall, plastered on both sides, primed and painted
600mm x 420mm RC column, to eng specification
8400
-1364
Concrete and brickwork seating area
629
628
69
69
8340
Wispeco, crealco, 80mm skyline double door 2700mm x 4000mm, single Low-E glass
1000mm high glass panel 75mm concrete pavers railing 1:80 screed to fall, to f.b.o outlets
University of the Witwatersrand
T1 D46 D10
D2
D2
C1
C2
Wispeco, crealco, 80mm skyline double door 2000mm x 4000mm, single Low-E glass
NGL
NGL
Project Information:
600mm x 420mm RC column, to eng specification
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification.
-2986
ARPL 3031A 2021 - Project 7.2
4995
5005
Revision Details:
1:12 concrete ramp ⌀110mm Drainage piep from channel to sump (Suspended from floor slab)
1000mm high glass panel railing
7500
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification
FFL
75mm concrete pavers
⌀110mm FBO drainage pipe to sump(Suspended from floor slab)
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification.
1:8 RC vehicle ramp, refer to engineer detail
5000
FFL
Client Information: 1540
7013
69
⌀600mm RC column, to eng specification
7491
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification
First floor basement level
7500
600mm x 420mm RC column, to eng specification
DGS
7476
624
REV:NO
600mm x 420mm RC column, to eng specification
5037
DESCRIPTION
DATE ISSUED
1728
345
345
345
345
1030
-7400 TOC Basement Level 1
630
69
3925
300
600 1037 250
2700
4400
1055
⌀124mm FBO drainage pipe to sump(Suspended from floor slab)
631
T1
345
345
NGL
6383
69
496
705
-1924
-2600
445
TOC Ground Floor level
Tree Box
FFL
FFL
632
208
1000mm high glass panel railing
-3000
250
1712
Conways Crealco Curtain Wall System, Façade 60 Pressure Glazed Shop front
4055
8695
1558
⌀600mm RC column, to eng specification
20mm perforated aluminium screen
6859
T1
⌀600mm RC column, to eng specification
2400
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification
20mm perforated aluminium screen
2400
TOC First Floor level
230
Drainage Notes:
Conways Crealco , Façade 60 Pressure Glazed Shop front
DGS
515
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
T1
2400
5695
67 516
2400
Curved facade to be constructed out of steel frame, prefabricated panels will be lifted onto the steel frame during the construction process.
519 D47
55
3505
4000
114mm x 228mm timber strut 495
511
4000
32560
490
TOC Second Floor Level
Property Boundary
Concrete upstand 596
13695
5000
0m Building Line
4000
TOC Fourth floor plan
8400
570
3555
4000
2458
Property Boundary
17695
T1
Galvanized mild steel gusset plate connection
55
550
Concrete Upstand
T1
290
505
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
355mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification
⌀110mm drainage pipe to sump
A
600mm secant concrete retaining walls depth to be determined by geotech engineer
Section Cut Section Cut N
Drawing Details:
123 456 789 10
NORTH ELEVATION Scale 1:100
0m
2m
4m
VISUAL SCALE 1:100 @ A1
6m
8m
10m
DRAWN BY:
24 1 23 22 2 21 3 20 4 5 19 18 6 17 7 16 8 15 9 14 10 11 13 12
24 1 23 22 2 21 3 20 4 5 19 18 6 17 7 16 8 15 9 14 10 13 11 12 12 11 10 987654321 13 14 15 16 17 18 19 20 21 22 23 24
BUILDING AXO Context of section cut through public space
N
DRAWING SCALE:
2192396
1:100
DRAWING NUMBER:
DATE:
PR07 PR07.2
17/08/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.2 02 North Elevation Page 1 of 3
Water control Roof note: This portion of roof is not membrane accessible Timber fillet 0.8mm Dove grey chromadek IBR counter flashing
0.8mm Dove grey chromadek IBR flashing 5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm white tile grout
Section Cut
2
FFL
25386
10mm Ceramic tile finish Torch-on waterproofing 85mm EPS insulation
230mm Concrete Upstand
25160
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 5mm ceramic tile
TOC Roof Level
100mm max, 30mm min screed to fall (1:80) , to FBO outlet
Thermo-sun GP Laminated double low-e tinted glazing,supplied by glass partners. Section Cut
Wispeco, crealco, 80mm top hung 3000mm x 6700mm aluminium window frame with double, tinted Low-E glass.
Context elevation of perimiter cut
Context section of perimiter cut (Section A-A)
CR - Value required for occupation type = 80HR
Polished Screed
15mm Galvanized Mild steel rib
T1
TOC Fifth Floor Level 67 m²
15mm Galvanized Mild steel sheet metal
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 30mm Polished screed
DATUM NOTE: SW manhole cover -3042m is 0.0m
CR VALUES FOR EXTERNAL WALLING
THEATRE PRACTICE 2
1000 micron DPC
400mm x 900mm RC column, refer to eng. detail
280mm concrete upstand
30mm polished screed FFL 21695
1471 TOC Fifth Floor Level
R - value
1,44m2K/W
C - Values
337 KJm2k
CR - Values
135 hours
Balcony Composition Note: 100mm max - 30mm min screed to fall (1:80) laid to full bore outlet drainage, 85mm rigid board layed above screed to fall, Torch on waterproofing to be applied to balcony, balcony to be finishd by 5mm white ceramic floor tiles. 5mm dovegrey grout to be applied
30mm expanded polystyrene insulation
805
Mineral board control joint 280mm cavity wall, plastered inside and outside. 76 x 210mm pre stressed concrete lintel
75mm brickforce every 4 courses above lintel 1000 micron DPC
weepholes at 900 centres & above all openings
1000mm high glass panel railing
DANCE STUDIO 4
T2
Polished Screed
5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm white tile grout
TOC Fourth floor plan
Water control membrane
20 m²
0.8mm Dove grey chromadek IBR flashing 0.8mm Dove grey chromadek IBR counter flashing
75mm/100mm PVC pipe for overflow Marley streamline galvanised steel 160mm x 200mm gutter to fall downpipes
45° F.B.O gratings out 1000 Micron of ductile iron DPC f.b.o
50mm polished screed
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 50mm Polished screed
300
556
Summer Solstice: 12 AM
FFL
Wispeco, crealco, 80mm skyline sliding 2700mm x 1500mm sliding door, single Low-E glass 351
Values (Actual)
395
External walling Material 10mm Plaster on interior / Sand Cement mixture 110mm stock clay brickwork 30mm EPS insulation within 50mm core cavity 110mm stock clay brickwork 10mm Plaster on exterior / Sand Cement mixture
86 .4 2°
40.6 3°
Winter Solstice: 12 AM
1
1000mm glass(Toughened) panel railing
D46 D7
COMPUTER LAB 4
1000mm glass(Toughened) panel railing
34 m²
400mm x 900mm RC column, refer to eng. detail
Upstand fill (screed) Water control membrane
13695
FFL
TOC Third floor level
395
1000 micron DPC
570
400mm x 1500mm RC beams overhead, according to eng detail
300
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 50mm Polished screed
Bolted galvanized baseplate
2Galvanized C channel fixing c Channel.
40mm steel CHS attached to galvanized steel base plate
300
20mm perforated aluminium screen Alumium perforated screen fixed to wall with bolted connection, glavanized c Channel.
50mm Polished screed
TOC 13425
200
300mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 15mm ceramic tile
5mm ceramic tile finish 5mm torch on waterproofing 0.8mm Dove grey chromadek 85mm rigid board insulation Screed to fall 1:80 IBR counter flashing
300
250mm Concrete upstand
N
Polished Screed
TOC Third floor level
Marley streamline galvanised steel 110mm downpipe
0.8mm Dove grey chrimadek IBR flashing
3599
3605
Wispeco, crealco, 80mm skyline sliding 2700mm x 1500mm sliding door, single Low-E glass
Balcony Composition Note: 100mm max - 30mm min screed to fall (1:80) laid to full bore outlet drainage, 85mm rigid board layed above screed to fall, Torch on waterproofing to be applied to balcony, balcony to be finishd by 5mm white ceramic floor tiles. 5mm dovegrey grout to be applied
Stepped slab to tie into concrete columns, refer to engineer detail.
300mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 15mm ceramic tiles 15mm Mild steel rib 15mm Mild steel plate
1000 micron DPC
300mm steel CHS attached to galvanized steel base plate
502
MULTI PURPOSE GATHER SPACE 40
Stepped slab to tie into concrete columns, refer to engineer detail.
Polished Screed
400mm x 1500mm RC beams overhead, according to eng detail
TOC First Floor level
Suspended HVAC (stainless steel) ducting from concrete floor slab according to mech, eng detail
1000 micron DPC
500
396 m²
400mm x 900mm RC column, refer to eng. detail
Conways Crealco , Façade 60 Pressure Glazed Shop front 1000 micron DPC
30mm polished screed
5695
FFL
TOC First Floor level
Property Boundary 0m Building Line
Jorrisen Street
345
Galvanized C channel fixing
500
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 30mm Polished screed
400mm x 1500mm RC beams overhead, according to eng detail Drip
230mm brickwork wall, plastered inside and outside (Stock clay brick)
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 30mm Polished screed
500
1000mm high glass panel railing
400mm x 1500mm RC beams overhead, according to eng detail
RETAIL SPACE Polished Screed
TOC Ground Floor level
20mm suspended plywood ceiling
52 m²
Sidewalk
RECEPTION LOBBY
200mm concrete upstand
Polished Screed
1000mm high glass panel railing 75mm concrete pavers
75mm concrete pavers
110mm brickwork wall, primed and painted, plastered on exterior
600mm concrete secant retaining wall beam
116 m² T1
1000mm high glass panel railing
weepholes at 900 centres & above all openings 75mm concrete pavers
Wispeco, crealco, 80mm skyline double door 2700mm x 4000mm, single Low-E glass
FFL
50mm Polished screed
75mm concrete pavers Screed to fall, 1:80 249
345
600mm concrete secant retaining wall, refer to eng, detail 230mm Wet Wall, plastered on both sides, primed and painted
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204
Drainage Notes: 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
0.5m
1m
1.5m
PERIMITER SECTION DETAIL
0m
Scale 1:25
VISUAL SCALE 1:25 @ A1
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
-3000
1000 micron DPC
-3065
Polymer Drainage Channel 1m H55 ACO
General Notes:
Street Level
TOC Ground Floor level
1:12 concrete ramp
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification.
-1559
2m
2.5m
TOC Ground Floor level
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 30mm Polished screed 250mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 30mm Polished screed
Revision Details: REV:NO
DESCRIPTION
Drawing Details:
DATE ISSUED
DRAWN BY:
Client Information:
University of the Witwatersrand Project Information:
ARPL 3031A 2021 - Project 7.2
DRAWING SCALE:
2192396
1:25
DRAWING NUMBER:
DATE:
PRS_7.2
01/10/2021
DRAWING NAME:
REVISION NUMBER:
Project 7.2 02 Perimiter Detail Sheet 2 of 3
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 30mm Polished screed
3 1000 Micron DPC
FFL
M20 galvanized mild steel washer, M20 galvanized mild steel Nut weepholes at 900 centres & above all openings Fire stop to be applied at each level
21695
345
Capliniary Break
M20x300mm galvanized mild steel threaded rod, cast into place 20mm galvanized mild steel baseplate
TOC Fifth Floor Level
FINISH NOTE : Building to consist of off shutter finish on the U/s of the slab, all services to be exposed.
⌀120mm CHS steel frame member
30mm EPS insulation
General Notes:
⌀440 concrete column, according to eng detail
Galvanized mild Steel Spacer Prefabricated bricwork cavity wall, to be assembled on site. Brickwork plastered on interior and exterior
4000
BUILDING AXO
3649
4000
15mm galvanized steel backing
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
FINANCE MANAGER OFFICE Carpet
Galvanized mild Steel Spacer
TOC Fourth floor plan 23 m²
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 10mm carpet
FFL
weepholes at 900 centres & above all openings Fire stop to be applied at each level
M20x300mm galvanized steel mild threaded rod, cast into place
17695
Concrete upstand
Capliniary Break weepholes at 900 centres & above all openings 15mm galcanized mild steel sheet metal Galvanized Mild steel rib
357
10mm carpet
FACADE ASSEMBLY
1000 Micron DPC 20mm galvanized mild steel baseplate
TOC Fourth floor plan
Envelope wall/cladding
Covered Balcony
Tubular steel frame, bolted to concrete floor slab
1000 Micron DPC 15mm galvanized steel backing
Prefabricated mild steel Window frame
1000 micron DPC
Envelope wall/cladding steel backing
20mm perforated alumium screen
Fixed
Window frame
3649
4000 12000
Wispeco, crealco, 80mm top hung 3000mm x 1000mm window aluminium frame with single Low-E glass.
4000
12000
⌀440 concrete column, according to eng detail
LARGE COMPUTER LAB
Concrete floor slab
Drainage Notes:
ENVELOPE ASSEMBLY
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
Summer Solstice 12:00 PM - 86°
Polished Screed
TOC Third floor level 102 m²
M20x300mm galvanized mildvsteel threaded rod, cast into place
Prefab mild steel frame to house window frame.
345
TOC Third floor level
SUN ANGLES
Fire stop to be applied at each level 345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 30mm polished screed U/S finish: Off shutter
⌀440 concrete column, according to eng detail
University of the Witwatersrand
13695
120mm CHS steel frame member Capliniary Break 20mm galvanized mild steel baseplate
Winter Solstice 12:00 PM - 40°
Client Information:
weepholes at 900 centres & above all openings
FFL
3° 40.6
30mm polished screed
0° .0 85
1000 micron DPC
weepholes at 900 centres & above all openings
Project Information:
FENESTRATION CALCULATIONS/GLAZING
ARPL 3031A 2021 - Project 7.2
15mm galvanized mild steel sheet metal
1000 Micron DPC 1000 micron DPC
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Galvanized Mild steel rib
Revision Details:
3655
4000
Wispeco, crealco, 80mm casement 1600mm x 1000mm window aluminium frame with single Low-E glass.
OFFICE 4
Polished Screed
1000 micron DPC
TOC Second Floor level 51 m²
TOC Second Floor level
FFL 345
9695
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 30mm polished screed
M20x250mm galvanized steel threaded rod, cast into place
PERIMITER SECTION DETAIL Scale 1:25
0m
0.5m
1m
VISUAL SCALE 1:25 @ A1
1.5m
Prefab steel frame to house window frame. 15mm galvanized mild steel sheet metal 15mm Galvanized Mild steel rib
10mm sand, cement plaster on exterior and interior 1000 micron DPC Concrete upstand Torch-on waterproofing 1:80 screed to fall, FBO, FBO pipe connection to drainage pipe within column
M20 galvanized steel Nut 20mm galvanized mild steel baseplate
30mm polished screed
DATE ISSUED
30mm expanded polystyrene insulation
15mm galvanized steel backing
30mm polished screed
DESCRIPTION
4000
REV:NO
2m
2.5m
Drawing Details:
9695
DRAWN BY: TOC Second Floor level
DRAWING SCALE:
2192396
1:25
CR VALUES FOR EXTERNAL WALLING
DRAWING NUMBER:
DATE:
CR - Value required for occupation type = 80HR
PR07.2
17/08/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.2 Perimiter Section 2
02
External walling Material
Values
10mm Plaster on interior / Sand Cement mixture 110mm stock clay brickwork 30mm EPS insulation within 50mm core cavity 110mm stock clay brickwork 10mm Plaster on exterior / Sand Cement mixture
R - value
1,44m2K/W
C - Values
337 KJm2k
CR - Values
135 hours
Page 3 of 3
C
1 48
A
D
C
D
F 843
-
32 m²
lintel over
830
4
5915
3m
5m
VISUAL SCALE 1:50 @ A1
Electrical Duct 700mm x 600mm DB board (3-Phase Large Side Isolator Distribution Board)
Tiles TOC Ground Floor level
3184
---
1600
968
1025
1207
556
lintel over
whb
5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm dovegrey tile grout On 5 mm tile adhesive
245 165
Movement sensor (Radiant GPE039-W (RFS48) Disc-4LED Pir Sensor Light)
330
400
DB board (3-Phase Large Side Isolator Distribution Board) lintel over
MALE AND FEMALE ABLUTION DETAIL_TILE LAYOUT Scale 1:50
whb
32 m²
Geberit Sigma concealed cistern Geberit Icon Pan Rimfree Wall-Hung White
-3000
i.e
SECTION G-G Toilets Tile Layout
45 ⌀50mm single stack system ⌀50mm uPVC waste pipe
i.e
463
whb
whb
whb
843
988
991
882
968
1025
1007
⌀22mm insulated copper water supply pipe
WT
FEMALE BATHROOM Suspended ceiling
29 m²
University of the Witwatersrand
whb
whb 990
990
Geberit Sigma concealed cistern
⌀50mm uPVC waster pipe, connected to ⌀110mm uPVC sewage pipe. (1:40)
Geberit Sigma concealed cistern
Mentis Grating to be installed within wet service duct at every floor level
i.e
i.e
wc
i.e
wc
i.e
Cold Water outlet only (Fixture)/WC Cold and warm Water outlet (Fixture, Cold Only))/WHB
cw
i.e i.e cw
cw
wc 1871
1880
whb
WT
Water supply from water tank
cw
Cold Water supply pipe (⌀22mm)
hw
Warm water supply pipe (⌀22mm)
cw
wc
507
i.e
i.e i.e WT Single stack reticulation system ⌀110mm uPVC sewage pipe at 1:40 fall wc 1011
wc 1649
1019
FEMALE BATHROOM Tiles TOC Ground Floor level
1865
1025
29 m²
1018
998
whb
1047
whb
1047
whb
1047
whb
cw
WHB
1350
Wash hand basin (Grohe cube counter top basin 50)
whb
Grohe cube counter top basin 50 Cobra P-trap, ⌀50mm
460
whb
1047
928
5 1047
20mm Perforated screen
Water closet (Geberit Sigma concealed cistern)
WC
5
i.e
i.e
i.e
i.e
D
i.e
i.e
i.e
⌀50mm uPVC waste pipe ⌀50mm single stack system
WATER RETICULATION LAYOUT Scale 1:50
0m
1m
2m
VISUAL SCALE 1:50 @ A1
3m
5m
VISUAL SCALE 1:50 @ A1
DESCRIPTION
01
Mechanical ventilation
DATE ISSUED 06/10/2021
01
Louver door spec
06/10/2021
01
Suspended ceiling tiles
06/10/2021
01
Tiling set out point
06/10/2021
01
Vanity Elevation
06/10/2021
4 Single stack sewage reticulation system
⌀110mm uPVC sewage pipe
1010
4m
3m
REV:NO
4990
⌀50mm uPVC waste pipe
892
0m
5
22mm water supply pipe, chased within wall cw
cw
4m
FEMALE BATHROOM
cw
29 m²
whb
Single stack waste reticulation system Suspended from floor slab above
WT
cw
i.e i.e cw
411
Project Information:
ARPL 3031A 2021 - Project 7.2
TOC Ground Floor level
Geberit Sigma concealed cistern Geberit Icon Pan Rimfree Wall-Hung White
wc
i.e
cw
cw
cw
cw
2m
1m
cw
cw
5 ⌀110pmm uPVC sewage pipe at 1:40 fall
-3000
Geberit Icon Pan Rimfree Wall-Hung White
wc
MALE BATHROOM 32 m²
cw
E
cw
lintel over
⌀110mm uPvc sewage pipe (1:40 fall)
wc
cw
wc
cw
555
1015
1018
wc
SECTION E-E Vertical Reticulation Layout Scale 1:50
Water reticulation Legend
32 m²
2130
1853
1865
1865
Tiles TOC Ground Floor level
200
MALE BATHROOM
wc
i.e i.e
i.e
⌀110mm uPVC sewage pipe at 1:40 fall
4
949
2545
1061
2330
1020
cw
1020
whb 505
45
wc
1447
cw
E
Client Information:
lintel over
⌀50mm uPvc waste pipe
i.e
⌀63mm uPVC water supply pipe, to water tank located on the roof
Drainage Notes: 1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
⌀110mm single stack PVC sewage pipe
Tiles TOC Ground Floor level
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Revision Details: 1865
⌀50mm uPVC waste pipe
20mm supawood bulkhead LED Strip Lights 12Volts Cool White Colour SMD5050
D
lintel over
4
631
ELECTRICAL LAYOUT_ REFLECTED CEILING PLAN Scale 1:50
Scale 1:50
⌀22mm insulated copper water supply pipe, chased in wall WATER RETICULATION NOTE: Watter supply from municipality to flow into water tank on the roof level, from roof water tank, will supply fixtures within building.
i.e
lintel over
508
1600
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
D
i.e
i.e
1620
C
TOC Ground Floor level
4
5
20mm perforated screen
330mm X 120mm white barista tile skirting
-3000
D
400mm x 900mm concrete column, according to eng detail
5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm white grout
MALE BATHROOM
TOC Ground Floor level
C
22mm insulated copper water supply pipe, supplied from water tank, located on roof.
330
Floating vanity 330mm X 120mm white barista tile skirting
SECTION F-F Vanity Tile Layout Scale 1:50
892
Geberit Sigma concealed cistern
Geberit Icon Pan Rimfree WallHung White
i.e
whb
⌀50mm uPvc waste pipe
whb
Partition Wall
1730
whb
LED Strip Lights 12Volts Cool White Colour SMD5050 (Hidden behind Bulkhead, above vanity)
29 m²
400mm x 500mm fibre glass suspended ceiling tiles
330
330 whb
715
whb
Double Plug Point (Veti 2VW224 Double RSA V-Slim 4x4 Socket White) Eurolux Round 8 Inch Extractor Ceiling Fan (300mm) White F46W Number of extractor fans deternined by mechanical engineer
Tiles TOC Ground Floor level
558
Cristallo Silver Frameless Mirror - 2200 x 700mm 20mm supawood bulkhead 5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm white grout
2200
2
1207
881
5
1025
1499
871
902
5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm dovegrey tile grout on 5 mm tile adhesive
968
FEMALE BATHROOM
⌀220mm HVAC ducting overhead HT/LT Room
Tiles TOC Ground Floor level
7158
1600
1499
3283
3283
5
FEMALE BATHROOM 29 m²
2200
Single switch panel (Veti Switch 1-Lever 2way - White)
857
220mm brickwork wall,10mm plaster inside and putside, 2 coat painted finish
857
165 245
Stainless steel Dividing strip
5
286
LED Recessed Downlight (Bright Star Lighting DL035 Integrated Downlight - Cool White (30W))
4
730
6505Wet service duct
400mm x 500mm fibre glass suspended ceiling tiles
32 m²
854
854
4
330
MALE BATHROOM
Electrical Legend
32 m²
500
850
Tiles TOC Ground Floor level
lintel over
lintel over
lintel over
MALE BATHROOM
1473
330
G
400mm x 900mm concrete column, according to eng detail
1473
330
7
330
General Notes:
2
Closet
45
Setting out point (Start Point) Setting out point (Start point)
LED Strip Lights 12Volts Cool White Colour SMD5050 2100mm x 900mm door, louvers to be installed
2330 2545
4
MALE BATHROOM
2m
1m
0m 330mm X 120mm white barista tile skirting Stainless steel Dividing strip
lintel over
4m
i.e
⌀22mm insulated copper water supply pipe 20mm suspended fibreglass ceiling tile
Grohe cube counter top basin 50
-3000
DRAWING SCALE:
2192396
1:50
DRAWING NUMBER:
DATE:
PRAB7.2
14/09/2021
DRAWING NAME:
REVISION NUMBER:
wc
TOC Ground Floor level
5m
SECTION D-D Scale 1:50
Drawing Details: DRAWN BY:
Suspended mentis grate floor installed at every level in duct
PROJECT 7.2 02 Ablution Details Page 1 of 2
Components: 1. Brickwork Wall 2. Amalfi Jade plus mixer tap (x5) 3. Grohe cube counter top basin 50 (x5) 4. Snowstorm Quartz countertop (20mm) (460mm x 5000mm) (x1) 5. Snowstorm Quartz countertop (20mm) (390mm x 5000mm) (x1) 6. Prefabricated mild steel frame (steel segments(35mm SHS) to be welded together. (x6) 7. M20 mild steel nut, M20 mild steel 1. washer, M20 threaded bolt (x24)
5000 988
991
35
955
990
35
955
35
990 933
35
891
35
126
875
460
20 mm supawood bulkhead 20 mm Snowstorm Quartz countertop
whb
whb
25mm mild steel SHS 110
whb
whb
Amalfi Jade Plus Chrome Basin Mixer Tap
35mm mild steel SHS
893
whb
990
991
Grohe cube counter top basin 50
968
General Notes:
2.
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
3.
4. 5.
927
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
6. 7.
VANITY DETAIL_Callout A
0m
Scale 1:10
VISUAL SCALE 1:10 @ A1
0.2m
0.4m
0.6m
0.8m
H
1m
H
3 48
3
Vanity assembly diagram
48
20mm suspended fibre glass ceiling tile
MALE BATHROOM
Tiled
Tiles
TOC Ground Floor level 32 m²
Drainage Notes:
LED Strip Lights 12Volts Warm White Colour SMD5050
20mm supawood bulkhead
Cristallo Silver Frameless Mirror - 2200 x 700mm
Cristallo Silver Frameless Mirror - 2200 x 700mm Cristallo Silver Frameless Mirror - 2200 x 700mm
988
whb
991
whb
990
990
969
533
whb
908
91 35
143
857
35
955
35
20mm Snowstorm Quartz facing
-3000 TOC Ground Floor level
954 5001
35
934
35
873
University of the Witwatersrand Project Information:
Revision Details:
20 mm Snowstorm Quartz facing glued onto steel frame 25mm mild steel SHS 35mm mild steel SHS
DESCRIPTION
01
Dimensions
06/10/2021
01
Detailed Specifications
06/10/2021
01
Hidden elements
06/10/2021
I.E 440
35 125
5mm Tile adhesive 5mm dovegrey grout 30mm screed
35mm square hollow section, frame welded and assembled off site
GIO Chrome Bottle Trap (80 x 120mm)
-3000
Drawing Details:
TOC Ground Floor level
VANITY DETAIL
0m
Scale 1:10
VISUAL SCALE 1:10 @ A1
0.2m
0.4m
0.6m
0.8m
1m
DATE ISSUED
REV:NO
420
723
720
989
whb
720
990
whb
Grohe cube counter top basin 50 20mm Snowstorm Quartz countertop Glued onto steel frame 7° 24 42.7
892
20mm Snowstorm Quartz countertop
25
Grohe cube counter top basin 50
Client Information:
ARPL 3031A 2021 - Project 7.2
460
317
400
Amalfi Jade Plus Chrome Basin Mixer Tap
101 25
99
Amalfi Jade Plus Chrome Basin Mixer Tap
50mm PVC waste pipe
20mm supawood bulkhead
1. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
DRAWN BY:
SECTION H-H Scale 1:10
DRAWING SCALE:
2192396
1:10
DRAWING NUMBER:
DATE:
PRVT7.2
14/09/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.2 Vanity Detail
02 Page 2 of 2
J
I
H
G
F
E
D
C
B
A
K
60129 5000
7500
FLOOR SLAB NOTE: Structure consists of 435mm solid flat slab floors, consisting of a 7.5 by 5 meter grid. Reinforcement within slab to be determined by civil engineer.
5000
5000
7488
7476
5040
GENERAL NOTE : Building to consist of off shutter finish on the U/s of the slab, all services to be exposed, in a neat manner.
ROOF NOTE: 5mm Ceramic tile finish on roof slab, installed above torch-on waterproofing (Supplied by apex waterproofing), ontop of 80mm XPS insulation, above screed (1:80) to fall layer. Supported by 345mm solid concrete flat slab.
Wispeco, crealco, 80mm top hung 3000mm x 1000mm window aluminium frame with single Low-E glass.
10mm plaster Primed and Painted 2 coat white paint
Pre-fabricated mild steel frame/shading device
General Notes:
1725
230mm curved brickwork wall, supported by prefabricated concrete panels, supported by steel bracing.
230mm curved brickwork wall, supported by prefabricated RC concrete panels, supported by steel bracing, tied into structural column grid.
DATUM NOTE: SW manhole cover -3042m is 0.0m
25160
7500
5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm white tile grout, fixed with metal tie between every course
3.7m x 1.5 m Kone MonoSpace DX Stretcher lift according to mech eng detail
Creeper planted screen, supported by timber framework, refer to detail drawing 3
Wispeco, crealco, 80mm top hung 3000mm x 6700mm aluminium window frame with double, tinted Low-E glass.
1213
8400
TOC Roof Level 503
2733
55 506
92
3953
4222
55
3023
67
55
528
529
67
67
345
344
76
76
343 76
T1
1000mm high glass panel railing
DGS 48
2997
531 504
2975
3501
3465
55
D42
Galvanized mild steel gusset plate connection
55
550
Concrete Upstand
T1
290
505
55
530
TOC Fifth Floor Level
T1
523 521
67
570
502
55
67
522
67
DGS
T1
55
Creeper plants installed onto balcony railing
3235
T1
1128
3555
5000
D45
1000mm high glass panel railing
47
D46
D46
581
582
499
Wispeco, crealco, 80mm top hung 1600mm x 3800mm aluminium window frame with double, tinted Low-E glass.
490
600 67
Lift door to be 120min fire rated and sealed for smoke ingress of 30min as per NBR
525 497
67
D47 578
67 501
498
508
55
55
55
3510
532
3450
55
T1 D46 DGS
T1
4010
499
Galvanized mild steel shading device
T1 D46
D7
D6
46
Fixed 490
Woodoc 50 sealer applied to protect timber from sun and rain
509 90
67 513 64
514 55
9695
T1
510
14900
DGS
1000mm high glass panel railing
103
2400
526
3404
4000
67
45
500
2400
2400
2400
1977
518
596
TOC Third floor level
550
55
Concrete upstand Finish: 10mm plaster finish
932
0m Building Line
13695
8400
3732
2458
4000 4000
TOC Fourth floor plan
Wispeco, crealco, 80mm top hung 1300mm x 2400mm aluminium window frame with double, tinted Low-E glass.
114mm x 228mm SAP timber strut 152mm x 228mm SAP timber bracing
Property Boundary
17695
T1
445
67
2400
90
2400
8020
490
TOC Second Floor Level
10mm perforated aluminium screen Alumium perforated screen fixed to wall with bolted connection, glavanized c Channel.
Concrete Upstand
491
67
55
T1
1000mm high glass panel railing
55
DGS
515
14
3396
450
1712
69
Concrete and brickwork seating area
FFL
-1364
629
628
69
69
Project Information:
8340
T1
1540
Wispeco, crealco, 80mm skyline double door 2700mm x 4000mm, single Low-E glass
1000mm high glass panel 75mm concrete pavers railing 1:80 screed to fall, to f.b.o outlets
345
ARPL 3031A 2021 - Project 7.2
T1 D46 D10
Wispeco, crealco, 80mm skyline double door 2000mm x 4000mm, single Low-E glass 147
NGL
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification.
NGL
Conways Crealco Curtain Wall System, Façade 60 Pressure Glazed Shop front
University of the Witwatersrand
15045
7013
630
69
208
631
69
T1
⌀600mm RC column, to eng specification
1450
-872
Tree Box
1000mm high glass panel railing
632
496
FFL
-1548
6383
705
TOC Ground Floor level
FFL
250
⌀600mm RC column, to eng specification
3484
8695
⌀600mm RC column, to eng specification
2400
6859
600mm x 420mm RC column, to eng specification 2400
Prefabricated wall panel, 10mm plastered finish, fixed to steel circular hollow section.
1558
Elevation Notes: 1. All surface to comply with NBR. 2. Public access ramps to be 1:12 gradient 3. Car access ramps to be 1:8 within basement. 4. Fenestration to comply with SANS 10400 XA, SANS 204 5. All structural columns to be plastered, primed and 2 coat paint to be applied. 6. FBO to be ⌀90mm at minimum 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum. 9. All railings to be 1000mm high at minimum. 10. All levels to be checked by Contractor.
Client Information:
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification
10mm perforated aluminium screen Alumium perforated screen fixed to floorslab with bolted connection.
230
T1
Conways Crealco , Façade 60 Pressure Glazed Shop front
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
505
67
TOC First Floor level
-3000
4000
520
492
15435
67
175
2400
5695
519 D47
55
67 67
2400
495
511 516
3505
4000
114mm x 228mm timber strut
Curved facade to be constructed out of steel frame, prefabricated panels will be lifted onto the steel frame during the construction process.
Property Boundary
21695
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
Revision Details:
NGL REV:NO
DESCRIPTION
01
Show basement sec. 15/10/2021
DATE ISSUED
01
Legibility
15/10/2021
01
Public space steps
15/10/2021
01
Exterior finish
15/10/2021
02
Tile fixing
25/10/2021
02
Side hung door height 25/10/2021
Drawing Details: DRAWN BY:
NORTH ELEVATION Scale 1:100
0m
2m
4m
6m
8m
10m
DRAWING SCALE:
2192396
1:100
DRAWING NUMBER:
DATE:
PR07 PR07.2
17/08/2021
DRAWING NAME:
REVISION NUMBER:
VISUAL SCALE 1:100 @ A1
PROJECT 7.2 03 North Elevation Page 4 of 8
PROJECT 7 (7.1/7.2) Working Drawings (Final Rework)
WITS EAST CAMPUS SOUTH ENTRANCE
WITS THEATRE
Site dimensions AB 63m BC 31m CD 63m DA 31m
sidewalk
bus stop
1739
B
L
C
7494 5400
Kerb
E
H
I 1
63532 5000
7491
G
F 5000
5000
7500
Street Parking
8400
Street Parking Kerb
F.B.O (⌀120mm)
F.B.O (⌀110mm)
50mm paving placed above torch-on waterproofing layer
FFL_18800
31m
Covered balcony
7500
Covered balcony
FFL_10850 F.B.O (⌀120mm)
Property Boundary
F.B.O (⌀160mm)
4330
23546
5000 litre Water storage tank
FFL_-1900 Covered balcony
FFL_26291
FFL_22830
22450
250
DGS
4406 1612
D
8
7
6
5
4
3
2
1
3804
13 14 15 16 17 18 19 20 21 22 23 24
63m
50mm paving placed above torch-on waterproofing layer
STAIRCASE NOTE: Concrete cast in situ staircase 24 risers 250mm min treads , 170mm max risers 1000mm balustrade
Pre-fabricated mild steel frame/shading device
Kerb
Boomed access control Concrete Landing
ERF 2952
31m
3
1
SW SUMP
Municipal Water Supply Sewer Manhole Invert Level 1200m
Municipal Sewage
LEVELS/DATUM
Parking Exit
5
A
ERF 2929
Contour 1740 = 0.0
ERF 2930
ERF 2931
Service Lane
173
ERF 2932
ERF 2934
m
ERF 2951
1
C
Stormwater Note: All stormwater on roof will move of the roof through a series of full bore outlets, connected to downpipes within structural columns, water flows into sump on lowest baseent floor for re-use. Overflow to be connected to municpal stormwater sump.
38sqm
Auditrium Back Stage Area
35sqm
Storage Room 2
24sqm
Male Bathroom
24sqm
Female Bathroom
24sqm
Retail
53sqm
Restaurant kitchen
46sqm
Refuse Area
11sqm
Generator Room
17sqm
HTLT Room
8sqm
Male Bathroom
24sqm
Female Bathroom
24sqm
IT maintenance room
32sqm
Security Office
9sqm
Public Relations office
8sqm
Closet
2sqm
Reception Lobby
127sqm
Letable Offices
153sqm
Reading Room
43sqm
Male Bathroom
24sqm
Female Bathroom
24sqm
Male Bathroom
24sqm
Multi-purpose gather space
394sqm
Second Floor Level
-3298 -1948
7 73
4
UP 1:8 concrete ramp to Parking Entrance basement parking
Property Boundary
243sqm
Storage Room 1
First Floor Level
FFL_-3300
UP 1151
F.B.O (⌀196mm)
5054
12 11 10 9
FFL_-970
F.B.O (⌀90mm)
220mm brick parapet wall
368
3110
Covered balcony Finish, stone(gravel), laid on F.B.O (⌀120mm) torch on waterproofing, laid on 1:80 screed to fall. downpipe connected to colum downpipe.
F.B.O (⌀160mm)
F.B.O (⌀140mm)
UP
Covered balcony
F.B.O (⌀160mm)
345mm concrete suspended floor 20MPA @ 28 days, to engineer specification Finish: Ceramic Tiles laid on torch-on waterproofing, above 1:80 screed to fall, laid on 85mm XPS insulation.
290
345mm concrete flat slab, according to eng detail, Finish: 50mm Concrete pavers, laid on torch on waterproofing 1000mm glass panel railing
FFL_14730 3821
HVAC UNIT (Plant room), according to mechanical engineer detail, fixed onto concrete slab.
4986
ERF 2937
7499
31344
Glass Skylight F.B.O (⌀160mm)
2
UP
37 51
375 1
F.B.O (⌀120mm)
UP
5m
6 73
m
sidewalk
FFL_-980
ERF 2940
STATION STREET
FFL_-420
1738m
7500
Creeper planted screen suspended by a timber structure, refer to callout detail B
345mm concrete flat slab, according to eng detail Finish: 50mm Concrete pavers, laid on torch on waterproofing
7500
Brickwork seating
UP
r detail enginee
7500
ref er to
1
5003
ramp,
0m Building Line Property Boundary
220mm curved plastered concrete panel wall, supported by steel bracing, refer to eng. detail. Finish: 10mm plaster, primed and 2 coat pain to be applied
ncrete 1:12 co
1:12 concrete ramp
7500
14765
sidewalk
31344
Fever trees, according to landscape architect details, planter to be waterproofed with mariseal. Drainage to flow into sump.
1:12 concrete ramp
746 Creeper planted screen suspended by a timber structure
Exterior Balcony
B
Property Boundary 0m Building Line
Timber Backrest
F.B.O (⌀100MM)
8233
63m
FFL_-704
1:12 concrete ramp
A1 set out point
-1648
730
Sidewalk bollard
3110
A
m
Auditorium
Ground Floor Level
sidewalk
-432
8 73
2441
Kerb
17
D
7500 2450
4994
40m
1753
Actual 4450sqm 2.1 45%
-1 Basement Level
A A
Allowable 5000sqm 2.1 50%
Total Floor Area Total F.A.R Total Coverage Area Schedule
JORRISEN STREET
J
Statutory Requirements Description Total 1985m2 Site Area
Offices
168sqm
Security control room
33sqm
Server Room
10sqm
Male Bathroom
24sqm
Female Bathroom
24sqm
4m
8m
12m
16m
20m
Refuse Calculations f(g) × FA / 100 = volume (m³)/week f(g) = Offices 0.2258 f(g) = Shops 0.92353
VISUAL SCALE 1:200 @ A1
N
Offices 0.2258 x 1030sqm/100 = 2.32 (m3)/week
SITE
Site Plan N
Scale 1:200
Locality Map - 48 Jorissen ST
Shops 0.92353 x 53sqm/100 = 0.48 (m3)/week Storage Area size: 2.8m3 perweek x 4 bins/m3 = 11 bins That would require 11sqm size for refuse room
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Site Plan Notes: 1. Site pegs to be confirmed by contractor. 2. All levels to be checked by contractor. 3. Screed to fall in public space and roof to be 1:80 max. 4. Distance between site pegs to be checked by contractor. 5. Grid A1 to be used as set out point for structural grid. 6. Drawing to comply with SANS 10400 XA, SANS 204.
Third Floor Level
Alleyway
Computer Labs
372sqm
Seminar rooms
79sqm
Male Bathroom
24sqm
Female Bathroom
24sqm
Client Information:
University of the Witwatersrand Project Information:
Fourth Floor Level Dance Studios
241sqm
Board Room
29sqm
Offices
114sqm
Storage Room
13sqm
Computer Labs
372sqm
Fifth Floor Level 0m
General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
ARPL 3031A 2021 - Project 7.2 Revision Details: REV:NO
DESCRIPTION
01
Legibility
DATE ISSUED
01
Public space waterpr 18/08/2021
18/08/2021
Theatre Practice rooms
266sqm
Offices
138sqm
01
External context
18/08/2021
Male Bathrooms
24sqm
01
Street contours
18/08/2021
Female Bathrooms
24sqm
02
Site set out point
25/10/2021
02
Levels
25/10/2021
02
Waterproofing pspac. 25/10/2021
02
Screed to fall on roof
02
Screed to fall balcony 02/11/2021
03
Legibility
Stormwater Calculations Roof Slab Area
1m² = 1cm²
πr² 1. 18.5m x 7.2m = 133m² = 3.142(7)² = ⌀155sqmm pipe = ⌀140mm pipe 2. 15m x 20m = 300m² = 3.142(9.8)² = ⌀301sqmm pipe = ⌀196mm pipe 3. 15m x 13m = 195m² = 3.142(8)² = ⌀201sqmm pipe = ⌀160mm pipe 4. 5m x 10m = 50m²
Public Space
= 3.142(4.5)² = ⌀64sqmm pipe = ⌀90mm pipe
1m² = 1cm²
πr² 1. 13m x 7.5m = 98m² = 3.142(5.5)² = ⌀96sqmm pipe = ⌀110mm pipe 2. 15m x 4.5m = 68m² = 3.142(5)² = ⌀79sqmm pipe = ⌀100mm pipe 3. 15m x 8m = 120m² = 3.142(6.2)² = 121sqmm = ⌀124mm pipe
4. 12.5m x 7.5m = 120m² = 3.142(6.2)² = 121sqmm = ⌀124mm pipe 5. 7.5m x 7.5m = 56m² = 3.142(4.5)² = 64sqmm = ⌀90mm pipe
01/11/2021 03/11/2021
Drawing Details: DRAWN BY:
DRAWING SCALE:
2192396
1:200
DRAWING NUMBER:
DATE:
PR07.1
17/08/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.1 Site Plan
04 Page 1 of 8
1739m
1740m
AUDITORIUM NOTE: Auditorium can be accessed from ground floor level, through the direct connecting door, lower levels of auditorium can be accessed through the multilevel ramp or through basement level 1.
JORRISEN STREET
J
A
A
L
B
C
E
D
WATER RETICULATION NOTE: Water to all fixtures will be supplied from the indicated municipal connection, water will be stored in water tank on above the lift core. On the roof level.
G
F
STORMWATER NOTE: Stormwater reticulation within public space will be dealt dealt with screed to fall, leading into seperate full bore outlets, From the full bore outlets the piping reticulates to the sumps at the lowest basement floor. Stormwater will be reused within the building.
I
H
63532
General Notes: 1753
4994
290
7494
10710
7500
250
3595
5000
7491
201
14794
7500
5000
400
9795
7500
127
2441
8400
5000 4806
317
3600
4528
2463
1738m
Sidewalk_50mm concrete paving finish
Tiles
250
ie
ie
ie
wc
wc
D42 358
25
1000
25
993
25
973
4735
D42
D42
D42
D12
D13
D14
ie
ie
Tiles 28 m²
whb
whb
ie
ie
ie
S
250
2631
19 231
1949
ie
290
301
6365
D42
533
C3
250
730
1000mm high glass panel balustrade
Gas Bottles
7568
7500
1:12 concrete ramp, according to eng detail (Slip resistant coating)
8233
250665 6008 2154 250
4
5 1:8 concrete ramp to basement parking
D36
1550
Property Boundary
UP Parking Entrance
C
LEVELS/DATUM Contour 1740 = 0.0
Municipal Sewage Connection
ERF 2931
STAIRCASE NOTE: 28 meter high Concrete cast in situ staircase, 24 risers 250mm min treads , 170mm max risers 1000mm balustrade Finish: Slip resistant coating
ERF 2932
Ground Floor Plan
0m
Scale 1:100
VISUAL SCALE 1:100 @ A1
2m
4m
6m
8m
SERVICE LANE ERF 2934
10m
m 35 17
STATION STREET
ERF 2930
Sewer Manhole Invert Level = 1200m
Municipal Stormwater Pipe
A
Municipal Sewage Pipe
L
N
REV:NO
DESCRIPTION
01
Bathroom stalls
29/09/2021
01
Dimensions
29/09/2021
01
Public space waterpr. 29/09/2021
DATE ISSUED
01
Public space waterpr. 29/09/2021
02
Grid Line K
02
Grid B2
13/10/2021
02
Fire escape lobby
13/10/2021
Kitchen store walls
03/11/2021
Municipal Water supply 03
SW SUMP
J
Project Information:
ARPL 3031A 2021 - Project 7.2 Revision Details:
1736m
DGS
12 11 10 9 8 7 6 5 4 3 2 1
Client Information:
University of the Witwatersrand
Boomed access control
3895
⌀50mm waste pipe
Parking Exit
50mm paving as finish
475
UP
1. All finish items to be completed as stated in drawing. 2. Screed to be at 1:80 fall, 30mm min, 100mm max. 3. Torch on waterproofing to be applied to balconies, underneath floor finish. 4. All ramps to comply with SANS 10400, 1:12 gradient. 5. Weather step is to be maintained at thresholds. 6. Basement parking ramps to comple to SANS, 1:8 gradient. 7. All Levels to be checked by contractor. 8. Stormwater to be redirected to stormwater sump. 9. All fire escape stairs to comple with SANS 10400. 10. All waste pipes to be connected to municpal connection 11. Stormwater overflow pipe to be connected with SW sump.
1166
2142
FFL_-3300
834
380 D42
ie
7499 ° .05
90mm uPVC downpipe
DGS
13 14 15 16 17 18 19 20 21 22 23 24
250
1915
250
613
5978 S
Tiles 7 m²
250
whb
2515
25
FEMALE BATHROOM FFL + 0 7409 whb
521
2397
368
4142 D42 D15
whb
DGS
3208
1740
1853
351
250
D42
5 m²
50mm paving as finish
brickwork seating area
Tiles
Tiles
50mm paving as finish, laid ontop of torch on waterproofing T1
11479
Dry St
Tiles
28 m²
D42
wc
579
Cold St
FFL + 0
FFL_-1900
3110 3110
1091
FFL_-970
7990
ie
ie
25
wc
1915
345mm concrete solid flat slab, according to eng. detail Finish: 50mm concrete pavers
3110
ie
1036
6860
7597
25
wc
623317650
4999
995
4193
Tiles 62 m²
DGS
290
25
9.9 5°
FFL + 0
400
290
995
11
14309 KITCHEN RESTAURANT
IT MAINTENANCE RM
250 895 250
25
4785 6048
100
290
T1
FFL_-2000
T1
D29
3454
3 1737m
60
357
wc
whb
ie
ie
5701
250
179
400
D42
356
wc
whb
Fuel storage
D43
178
D30
new lintels over
2466
2466
250
531
D43
2555
D42
355
1688
whb
D42
353
ie ⌀110mm sewage pipeie
6090
500 250
D45
D2
3112
1716
DGS
T1
DGS
whb
895
4741
4737
3050
623
⌀124 mm FLUSH F.B.O
1000mm high glass panel balustrade
468
whb
D42
250
4610
10523
3023
ie
⌀100mm F.B.O
290
whb
GENERATOR ROOM
Tiles 11 m²
250
285
whb
wc
620
Tiles Not Enclosed
2165
Ground Floor Notes: 31344
320 ie
Tiles
DGS
FFL + 0
350
1012
1421
⌀600mm concrete columns ,according to eng detail. Finish: 10mm plaster finish
D5
300 ie
MALE BATHROOM 8529 FFL + 0
Tiles 19 m²
FFL + 0
300mm cast concrete lift core to eng. detail. 10mm Plaster on exterior 3.7m x 1.5 m Kone MonoSpace DX Stretcher lift according to mech eng detail
2141
Stormwater channel to sump
1
300
HTLT ROOM
REFUSE AREA
2
DGS
FFL + 0
250
3221
30 m²
Acoustic timber sound panels
3
250 whb
250 1090 250
1853
Stage
D
3461
300
ie
ie
500mm x 1500mm concrete beams overhead, according to eng detail
77
14753
Timber Deck Not Enclosed
D45
Electrical Duct 700mm x 600mm DB board
400mm x 900mm concrete column, according to eng detail
4
400mm x 900mm concrete column, according to eng detail Finish: 10mm plaster, primed and 2 coat paint to be applied.
2113
Slip Resistant Coating 23 m²
ie
386
1348 3710
1280
FFL + 0
HVAC SUPPLY 1000mm x 800mm(stainless steel) HVAC EXTRACTION 1000mm x 800mm (stainless steel)
FFL - 420
5
UP
1495
11
RESTAURANT SEATING AREA
6 10
5987
SAP timber back rest
8
9
317
UP
FFL_-420
9
4220
1649
906
1036
12
UP 7
Fire Escape
900
400
1 2 3 4 5 6 7 8 9 10
3119
Carpet 227 m²
24 23 22 21 20 19 18 17 16 15 14 13
900
TOC - 6350
1
8
250
Data Duct 600mm x 400mm 878 277
22429
AUDITORIUM
2 6 7
3710
250 6200
6679 2247
2010
Property Boundary
31202 22429
14515
STAIRCASE NOTE: Concrete cast in situ staircase, 24 risers 280mm min treads , 170mm max risers 1000mm balustrade Finish: Slip resitant coating
10624
all
UP 500mm x 1500mm concrete beams overhead, according to eng detail
250
3524
3110
1875
5
1645
130
4
of
1716
3 3
dt
413
Self closing class B door fire rated door at 120 min.
ree
D60
Sc
14500
D45
D61
352 1180
⌀90mm FLUSH F.B.O
27503
4
1 2
D45
7199
STAIRCASE NOTE: Concrete cast in situ staircase, (monolithic) 10 risers, 280mm min treads , 170mm max risers 1000mm balustrade Finish: Slip resitant coating
UP
2311
10
1436
8
2711
7 9
250
1796
3721
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
7500
6
6
2
5003
5
7
Tiles 174 m²
Property Boundary
4
brickwork seating area
UP
0m Building Line
3
UP
brickwork seating area
12478
2 8
290
400
50mm paving as finish 6951
1738m
7500
Staircase note: Concrete cast in situ staircase 10 risers 250mm min treads , 170mm max risers 1000mm glass panel balustrade Finish: Off Shutter concrete
1 9
30mm SAP timber deck, according to eng detail 345mm concrete solid flat slab, according to eng detail Finish: 50mm concrete pavers, laid ontop of torch on waterproofing.
4282
14845
325
ERF 2940
4881
FFL + 0
Foam Fire Extinguisher 1/200sqm as per NBR
1000mm high glass panel balustrade
FFL_-980
12967
10
UP
5
400mm x 900mm concrete column, according to eng detail
Stormwater channel to sump
50mm paving as finish, placed above torch-on waterproofing
1:12 concrete ramp, according to eng detail
T2
RECEPTION LOBBY
D50
332
FFL_-420
⌀124 mm FLUSH F.B.O
250
Drainage Channel Stainless steel grate to SW sump
290
D3
⌀124 mm FLUSH F.B.O
250 665
2242
1000mm glass(Toughened) panel railing, fixed onto galvanized steel baseplate. ⌀60mm stainless steel handrail
1022
1
1427
7500
Occupants will escape into a fire rated lobby/foyer, all doors within foyer to be 120min fire rated ,as per NBR
D45
D35
4556
⌀110 mm FLUSH F.B.O flush with paving finish
590
300mm x 500mm cast in situ concrete beam
603
to rding ac c o
500
2234 500
DGS
500mm x 1500mm concrete beams overhead, according to eng detail
2000
1:12
D2
p, ram
D56
Conways Crealco Curtain Wall System, Façade 60 Pressure Glazed Shop front
1100
rete conc
13376
243
500 1100 42 1100 243
250
243 2242
13367 500
8 m²
UP
D2 D57
345mm concrete solid flat slab, according to eng detail Finish: 15mm ceramic floor tile
Tiles
T1
1102
Ceramic Floor Tile
400
600
104 949
345mm concrete solid flat slab, according to eng. detail Finish: 50mm concrete pavers, laid ontop of torch on waterproofing
UP
tail
fa ll
TOC + 50
FFL_0 DGS
3595
13235
to
BIC
7627
Brickwork seating area
de eng
re ed
250
PUBLIC REL.
1:12 concrete ramp Finish: Slip resistant floor
601
250
4601
10710
T1
Stormwater drainage channel to SW sump. 300mm x 500mm cast in situ concrete beam
DGS
BIC
2105
290
4999
T1
Tiles Not Enclosed
5540
5540
1000mm high glass panel 19786 balustrade
TOC + 50
TOC - 250 Polished Screed 52 m²
8423
565
SECURITY OFF. RETAIL SPACE
SAP timber backrest
1:12 concrete ramp, according to eng detail (Slip resistant coating)
3595
0m Building Line
3185
T1
50mm paving as finish
730
746
290
400mm x 1500mm concrete beams overhead, according to eng detail
T2
B
FFL_-660
Property Boundary
10mm perforated alumium screen
7500
T1
1607
Conways Crealco Curtain Wall System, Façade 60 Pressure Glazed Shop front
Sc
A
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
13/10/2021
Drawing Details: DRAWN BY:
DRAWING SCALE:
2192396
1:100
DRAWING NUMBER:
DATE:
PR07.1
17/08/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.1 Ground Floor
04 Page 2 of 8
35 m²
4922
290
TOC + 14740 Carpet 87 m²
410
345
Carpet
256
1862
1306 250693
345 2655 4987
2502
2648
2598
7500
185 Compacted Drainage stones
⌀110mm agricultural drain
SW manhole invert level 1200mm
⌀110mm agricultural drain
PILE FOUNDATION NOTE: pile foundation 28MPA concrete @28 days , 2m x 2m concrete pile cap, 4x ⌀400mm pile foundation to bedrock, Depth of pile foundations to be determined by civil engineer.
Compacted Drainage stones
⌀110mm agricultural drain
Revision Details: REV:NO
7254
TOC Basement Level 1
345mm concrete suspended floor 20MPA @ 28 days, to engineer specification Finish: 50mm polished screed
220mm brick wall, to be waterproofed on inside skin 175mm concrete surface bed, 20 MPA @ 28 days, to engineer spec. Finish: 30mm Polished screed 20mm sand blinding layer wet wall sump
-10400
Compacted Drainage stones
⌀110mm agricultural drain
PILE FOUNDATION NOTE: pile foundation 28MPA concrete @28 days, 2m x 2m concrete pile cap, 4x ⌀400mm pile foundation to bedrock, Depth of pile foundations to be determined by civil engineer.
Wet wall system
01/09/2021
01
Basement flooring
01/09/2021
01
Weather step at entr. 01/09/2021
01
Slanted conc. wall
02
Envelope
26/10/2021
02
Floor to wall junc.
26/10/2021
02
Weather step
26/10/2021
03
Lower NGL
03/11/2021
01/09/2021
Drawing Details: DRAWN BY:
Basement Level 3
600mm secant concrete retaining walls depth to be determined by geotech engineer 2000 x 2000mm concrete pilecap refer to eng. detail ⌀400mm concrete pile foundation refer to eng. detail
2m
DATE ISSUED
01
-13390
⌀110mm agricultural drain
0m
DESCRIPTION
TOC Basement Level 2
Compacted Drainage stones Compacted Drainage stones
Project Information:
-3000
⌀110mm drainage pipe to sump 250
University of the Witwatersrand ARPL 3031A 2021 - Project 7.2
TOC Ground Floor level
220mm brick wall, to be waterproofed on inside skin with vapour membrane
345
2655 345
2655 345
1559
Client Information:
-1559 Street Level
-7400
4987
1. All finish items to be completed as stated in drawing. 2. Screed to be at 1:80 fall, 30mm min, 100mm max. 3. Torch on waterproofing to be applied to balconies, underneath floor finish. 4. All balcony + roof spaces to be covered with 85mm XPS insulation, according to SANS 204. 5. Weather step is to be maintained at thresholds. 6. Structural details to comply with engineer. 7. Levels to be checked by contractor. 8. Wet wall system to comply with waterproofing requirements. 9. Fenestration to comply with SANS 10400.
LEVELS/DATUM POINT Contour 1740 is 0.0
1180
1340
345 7500
7493
2648
2648
2648
FFL
wet wall system sump
⌀400mm concrete pile foundation
345
545 345
2455
2655
Off shutter finish on U/s of slab
7500
2020
609
5695 TOC First Floor level AUDITORIUM NOTE: Auditrium acoustic quality to be determined by sound engineer, pre fabricated timber panels placed on perimiter of space, roof scape also finished with suspended ceiling
NGL
3138 7500
345
FFL
Section A-A
Off shutter finish on U/s of slab
7500
SW manhole cover
Stage
Wheelchair zone
526
20mm carpet 345
HVAC system to be used to extract and supply fresh air for all basement levels
250
545
604
1109
15.67°
3443
4400
5740
D45
599
4446
Screed to fall, to overflow pipe Torch on waterproofing Gravel stones laid ontop of waterproofing layer Concrete coping
-1990
404
957
10mm perforated aluminium screen
500mm x 1500mm RC beams overhead, according to eng detail. Finish: Off shutter finish
2466
227 m²
3866
D42
2609
plastered and painted
TOC - 6350
FFL
1000 x 2000mm concrete pilecap
4000
For lighting detail, refer to electrical engineer specifications
AUDITORIUM
D3
Polished Screed 24 m²
Section Notes:
4400
FFL
TOC Second Floor Level
1441
610
310
11972
12750
3999
310
28MPA cast in situ concrete, 5839 refer to eng detail.
1:12 cast in situ concrete ramp
75MM concrete paving Torch on waterproofing
50mm polished screed finish
2149
2932
2234
250
4055
4490
23.66°
600
plastered and painted
228 mm SAP acoustic timber panels refer to sound engineer detail
Service Lane
3752
lintel over 566
-7400
Engineer to determine the use of ground beams between pile caps
400mm x 900mm concrete column, according to eng detail
FFL
D42
T1
600
Polished Screed 52 m²
plastered and painted
230mm brickwork wall, plastered and painted, supported by 900mm x 200mm concrete strip foundation wet wall system for basement waterproofing
TOC Third floor level
38550
To Basement levels
4987
345
345
345
lintel over TOC - 250
T1
600mm secant concrete retaining wall
TOC Basement Level 2
13695
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 50mm Polished Screed
D45
110mm pipe to sump
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: Hardwood Oak Floor
500mm, brickwork cavity cladding wall, insulated with 30mm XPS insulation within 150 mm cavity. 220mm double leave wall, 110mm single leave wall. Finish: 10mm plaster applied on interior and exterior
plastered and painted
T1
Concrete retaining cap
-10400
TOC Fourth floor plan
Steel shelf angle
9695
vertical HVAC duct
7655
8000
30mm polished screed finish
RETAIL SPACE
Street lamp
Jorrisen Street
7655
7431
597
9.5mm Gyproc Rhinoboard fixed to floor slab above
Side walk
7500
DGS
6700
4000
7500
17695
Steel shelf angle
TOC + 6747
7500
4000
To plant unit on roof
13797
TOC - 7600
Basement Level 3
1554
Polished Screed 393 m²
T1
STORAGE ROOM 2
TOC Basement Level 1
410
T1
COMPUTER LAB 2
plastered and painted
MULTI PURPOSE GATHER SPACE
plastered and painted
3465
vertical HVAC duct
345 345
13518
500mm x 1500mm RC beams overhead, according to eng detail. Finish: 10mm plaster on exterior, primed and 2 coat paint to be applied
345mm concrete suspended floor 20MPA @ 28 days, to engineer specification
Conways Crealco Curtain Wall System, Façade 60 Pressure Glazed Curtain Wall
TOC Fifth Floor Level
280mm brickwork Cladding wall, 10mm plastered inside and outside, 50mm cavity to be insulated with 30mm XPS insulation.
410
cable tray
5030
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
21695
Fire stop at every level
T1
FFL
FFL
torch on waterproofing applied to roof slab, applied by apex waterproofing
3000
Carpet
lintel over 1309 290
TOC + 17695 Hardwood Oak 87 m²
13532
Property Boundary
TOC + 14740
2250
2950
3649
COMPUTER LAB 4
1460
25160
DANCE STUDIO 1
plastered and painted
3655
290
1554
lintel over
3655
2950
256
FFL
4696
1420
3120
2900
2914 351 3649
5005
357
FFL
290
345
4000 4000
345
568
345 3120 345 3649
0m Building Line
Property Boundary
2014
cable tray
TOC Ground Floor level
-13390
Scale 1:100
Hardwood Oak 21 m²
805
87 m²
General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
TOC Roof Level
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: Hardwood Oak floor
Hardwood Oak
plastered and painted
cable tray
lintel over
lintel over
T1
TOC + 22750
510
FFL
410
THEATRE PRACTICE 4
TOC + 17695
814
T2
13532
cable tray
D45
DANCE STUDIO 4
581
lintel over
Conways Crealco Curtain Wall System, Façade 60 Pressure Glazed Curtain Wall
38550 7254
N
lintel over
Screed to fall, connected to overflow pipe
lintel over 290
Triple volume
10mm perforated aluminium screen
NGL
2990
LOWEST BASEMENT FLOOR NOTE: Lowest basement floor made of 50mm pavers, sitting on compacted drainage stones to effectively keep ground water away from the lowest basement level.
TOC + 22750
FFL
1000mm high glass panel balustrade
5005
THEATRE PRACTICE 2
D46
FFL
3000
RETAINING WALL NOTE: 600mm secant concrete retaining wall, wet wall system to be implemented to effectively waterproof basement. Sump water will be pumped back into the building for re-use.
2014
Hardwood Oak 32 m²
Galvanized steel shelf angle
600 775 250
FLOOR SLAB NOTE: Structure consists of 345mm solid flat slab floors, consisting of a 7.5 by 5 meter grid. Reinforcement within slab to be referred by the civil engineer.
2337
1250
3465 4000
280mm brickwork cavity wall, plastered on interior and exterior, 2 coat paint to be applied to the exterior
500mm x 1500mm RC beams overhead, according to eng detail
1441
-3000
410
50mm curved plywood achieved through steam bending (Kellerwood Products)
Street Level
HVAC plant unit refer to mech eng. detail Fixed to concrete slab 50mm XPS insulation
glass skylight FFL
Suspended HVAC (stainless steel) ducting from concrete floor slab according to mech, eng detail
-1559
Seasonally adjustable monocrystalline solar panel for electricity production optimum angle 25 to 35 degrees Eurolux O403 Silicon module 1000mm high glass panel balustrade, mounted on baseplate Concrete coping 230mm brickwork finish: 10mm plaster, primed and 2 coat paint to be applied 15mm ceramic tile finish, stacked bond, 5mm tile grout
4000
110mm FBO inlet
WATER RETICULATION NOTE: Water to all fixtures will be supplied from the indicated municipal connection, water will be stored in water tank on above the lift core. On the roof level.
1502
300mm concrete cast in situ lift core
85mm XPS insulation Torch on waterproofing applied by apex waterproofing
15mm ceramic tile finish, stackbond, 10mm tile grout
TOC Second Floor Level
TOC First Floor level
1497
5000 litre JoJo Water tank
747
9695
5695
4987
Prefabricated concrete supporting panel wall
1000mm high glass panel balustrade, ⌀60mm stainless steel handrail
TOC Third floor level
7500 Steel bracing according to eng, detail
747
TOC Fourth floor plan
3083
7500
5501
13695
ROOF NOTE: Ceramic tile finish on roof slab(stacked bond), installed above torch-on waterprooding(Supplied by apex waterproofing), ontop of 1:80 screed to fall, laid on 85mm XPS insulation. Supported by 345mm solid concrete flat slab.
4000
7500
1:80 screed to fall
17695
5
27487
747
TOC Roof Level
TOC Fifth Floor Level
4
31317
AUDITORIUM NOTE: Auditorium can be accessed from ground floor level, through the direct connecting door, lower levels of auditorium can be accessed through the multilevel ramp or through basement level 1.
21695
3
747
AUDITORIUM NOTE: Auditrium seating to be made of 28MPA @ 28 days, cast in situ concrete, refer to eng. detail.
25160
2
2990
1 GENERAL NOTE : Building to consist of off shutter finish on the U/s of the slab, all services to be exposed.
4m
VISUAL SCALE 1:100 @ A1
6m
8m
10m
DRAWING SCALE:
2192396
1:100
DRAWING NUMBER:
DATE:
PR07.1
17/08/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.1 Section A-A
04 Page 3 of 8
I
H
G
F
E
D
C
B
L
A
J
60129 8400
5000
7500
FLOOR SLAB NOTE: Structure consists of 345mm solid flat slab floors, consisting of a 7.5 by 5 meter grid. Reinforcement within slab to be determined by civil engineer.
5000
5000
7488
7500
230mm curved brickwork wall, supported by prefabricated RC concrete panels, supported by steel bracing, tied into structural column grid.
Wispeco, crealco, 80mm top hung 3000mm x 1000mm window aluminium frame with single Low-E glass.
Pre-fabricated mild steel frame/shading device 2733
92
3953
7300
690
92
676
55 531 504
67
55
345
528
529
67
67
76
344
343
76
76
4210
87
3501
3465
97 687
92
T1
506
97
662
87
55
680
679
87 678
97
503
21695
General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
Wispeco, crealco, 80mm top hung 3000mm x 6700mm aluminium window frame with double, tinted Low-E glass.
Creeper planted screen, supported by timber framework, refer to detail drawing 3 677
TOC Roof Level
Concrete Upstand Finish: 10mm plaster, primed and 2 coat paint white to be applied.
1753
230mm curved brickwork wall, supported by prefabricated concrete panels, supported by steel bracing.
DATUM NOTE: 1470 level = 0.0 10mm plaster Primed and Painted 2 coat white paint
4994
A
GENERAL NOTE : Building to consist of off shutter finish on the U/s of the slab, all services to be exposed, in a neat manner.
ROOF NOTE: 5mm Ceramic tile finish on roof slab, installed above torch-on waterproofing (Supplied by apex waterproofing), laid on 1:80 screed to fall, laid on 85mm XPS insulation. Supported by 345mm solid concrete flat slab.
25160
7494
DGS
Galvanized mild steel gusset plate connection
48
686
D42
663
92
92
290
505 55
550
661
55
530
92
445
67
10mm perforated aluminium sheets, supported by 20x300mm steel mullions fixed to structure with M20 threaded rod and M20 Nut 55
67
522
67
55
92
T1 DGS
1000mm high glass panel railing
668
47
672 92
683
673
97
87
578
67 498
508
55
55
55
3510
D47
3450
532
D46 D7
T1
681
92
97
D6
DGS 46
Fixed
526
509
67
90 513
D47
64
174
514 55
1000mm high glass panel railing
45
32560
490
90
495
519 D47
55
67
67
175
520
491
67
55
T1
492
15435
55
DGS
67
14
⌀600mm RC column, to eng specification
T1
1595
250
FFL
-872 445
1:8 RC vehicle ramp, refer to engineer detail
600mm x 420mm RC column, to eng specification
8400
1000mm high glass panel railing
D2
D2
D56
D57
Wispeco, crealco, 80mm skyline double door 2000mm x 4000mm, single Low-E glass
NGL 345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification
50mm concrete pavers, fitted with slip resistant strips
5000
600mm x 420mm RC column, to eng specification
First floor basement level
1000mm high glass panel railing
7500
4995
5005
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification
7491
600mm x 420mm RC column, to eng specification
600mm x 420mm RC column, to eng specification
DGS 624
21741
345
345
345
345
D2 D10
NGL
Project Information:
ARPL 3031A 2021 - Project 7.2 Revision Details:
1030
-7400
T1
1:12 concrete cast in situ ramp
3925
1055 300
230mm brickwork wet wall, plastered on both sides, primed and painted
2700
600 1037 250
University of the Witwatersrand
T1
Conways Crealco Curtain Wall System, Façade 60 Pressure Glazed Shop front
⌀110mm FBO drainage pipe to sump(Suspended from floor slab)
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification.
⌀124mm FBO drainage pipe to sump(Suspended from floor slab)
5496
345
NGL
T1
4055
FFL
-1548
Concrete and brickwork seating area. 230 brickwork wall, 200mm concrete slab 75mm concrete pavers 1:80 screed to fall, to f.b.o outlets
Client Information: T2
6383
Fever trees, according to landscape architect details, planter to be waterproofed with mariseal. Drainage to flow into sump.
Miracle grow garden soil.
⌀600mm RC column, to eng specification
3590
1000mm high glass panel railing
-3000
192
15256
4400
13400
Conways Crealco , Façade 60 Pressure Glazed Shop front
7299
8340
Finish: 10mm plaster, inside and outside, primed and 2 coat white paint applied.
1. All surface to comply with NBR. 2. Public access ramps to be 1:12 gradient 3. Car access ramps to be 1:8 within basement. 4. Fenestration to comply with SANS 10400 XA, SANS 204 5. All structural columns to be plastered, primed and 2 coat paint to be applied. 6. FBO to be ⌀90mm at minimum 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum. 9. All railings to be 1000mm high at minimum. 10. All levels to be checked by Contractor.
10mm perforated aluminium sheets, supported by 20x300mm steel mullions fixed to structure with M20 threaded rod and M20 Nut
10mm perforated aluminium screen Alumium perforated screen fixed to wall with bolted to underside of slab 600mm x 420mm RC column, to eng specification. Finish: 10mm plaster, primed and 2 coat paint to be applied.
Prefabricated wall panel, 10mm plastered finish, fixed to steel circular hollow section frame. Frame to be fixed to floor slab structure. Steel bracing to be be supplied by futurecon.
2458
505
515
16350
Fever trees, according to landscape architect details, planter to be waterproofed with mariseal. Drainage to flow into sump.
T1
1000mm high glass panel railing
5695 TOC First Floor level
Elevation Notes:
114mm x 228mm timber strut
3505
511
10mm perforated aluminium sheets, supported by 20x300mm steel mullions fixed to structure with M20 threaded rod and M20 Nut
Concrete Upstand Finish: 10mm plaster, primed 2 coat plaster to be applied.
T1
67
103
DGS
T1
510
516
15111
Property Boundary
Woodoc 50 sealer applied to protect timber from sun and rain
5198
4000
1874
596
67
6050
8400
518
10mm perforated aluminium sheets, supported by 20x300mm steel mullionsfixed to structure with M20 threaded rod and M20 Nut
8695
669
87
2400
2458
TOC Second Floor Level
4400
689
D46
55
9695
TOC Basement Level 1
87
490
Concrete upstand Finish: 10mm plaster finish, primed and 2 coat paint to be applied
TOC Ground Floor level
582
4010
67
55
501
D46
581
525 497
Galvanized mild steel shading device
D46
92
499 67
675
490
600
Concrete downstand Finish: 10mm plaster finish, primed and 2 coat paint to be applied
TOC Third floor level
4000
97 664
92
3235
521
502
3555
523
570
3404
13695
1128
1000mm glass(Toughened) panel railing, fixed onto galvanized steel baseplate. ⌀60mm stainless steel handrail
0m Building Line
4000
TOC Fourth floor plan
5000
684 97 666
67
Property Boundary
17695
8400
87 682
152mm x 228mm SAP timber bracing
550
4000
2458
674
114mm x 228mm SAP timber strut
3732
TOC Fifth Floor Level
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
355mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification
⌀110mm drainage pipe to sump
A
600mm secant concrete retaining walls depth to be determined by geotech engineer
REV:NO
DESCRIPTION
01
Show basement sec. 15/10/2021
DATE ISSUED
01
Legibility
15/10/2021
01
Public space steps
15/10/2021
01
Exterior finish
15/10/2021
02
Tile fixing
25/10/2021
02
Side hung door height 25/10/2021
03
Fenestration change
03/11/2021
Section Cut Section Cut N
Drawing Details:
123 456 789 10
SECTIONAL NORTH ELEVATION Scale 1:100
0m
2m
4m
6m
8m
24 1 23 22 2 21 3 20 4 5 19 18 6 17 7 16 8 15 9 14 10 11 13 12
DN
DRAWN BY:
10m
VISUAL SCALE 1:100 @ A1
BUILDING AXO Context of section cut through public space
N
DRAWING SCALE:
2192396
1:100
DRAWING NUMBER:
DATE:
PR07 PR07.2
17/08/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.2 04 North Elevation Page 4 of 8
0.8mm Dove grey chromadek IBR flashing
Upstand screed fill
230mm x 380mm Concrete Upstand 345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 15mm ceramic tile
25160 Section Cut
TOC Roof Level
2
Water control membrane Screed fillet 0.8mm Dove grey chromadek IBR counter flashing
30mm XPS insulation within 50mm cavity
Roof note: This portion of roof is not accessible 15mm Ceramic tile finish, , stacked bond, 5mm tile grout Torch-on waterproofing 85mm EPS insulation
240
25160 355
NFP Brickwork cladding to be fixed with galvanized steel angle, fixed to concrete slab. Finish: 10mm plaster applied to interior and exterior, primed and 2 coat paint to be applied.
TOC Roof Level
555
ROOF NOTE: 5mm Ceramic tile finish on roof slab, installed above torchon waterproofing (Supplied by apex waterproofing), laid on 1:80 screed to fall, laid on 85mm XPS insulation. Supported by 345mm solid concrete flat slab.
100mm max, 30mm min screed to fall (1:80) , to FBO outlet
Plastered, Primed and 2 coat white paint to be applied
THEATRE PRACTICE 2 TOC + 22750
DATUM NOTE: Contour 1740 is level 0.0
TOC Fifth Floor Level 32 m²
25mm x 120mm Rectangular hollow section skirting
Section Cut
1000 micron DPC
TOC Fifth Floor Level
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 30mm Polished screed
Context elevation of perimiter cut
1476
TOC Fifth Floor Level
3.5mm oak hardwood for floor finish, laid ontop of progressive shock obsorbing foam.
805
30mm expanded polystyrene insulation
Galvanized mild steel shelf angle Balcony Composition Note: 85mm rigid board layed below screed to fall 100mm max - 30mm min screed to fall (1:80) laid to full bore outlet drainage, , Torch on waterproofing to be applied to balcony, balcony to be finishd by 15mm white ceramic floor tiles. 5mm dovegrey grout to be applied
21695
FFL 357
21695
weepholes at 900 centres & above all openings
1000mm glass(Toughened) panel railing, fixed onto galvanized steel baseplate. ⌀60mm stainless steel handrail
DANCE STUDIO 4 TOC + 17695
0.8mm Dove grey chromadek IBR flashing
TOC Fourth floor plan
1030
T2
21 m²
Water control membrane 245mm x 375mm concrete upstand
FFL
1000 Micron DPC
17695
556
TOC Fourth floor plan
1000 micron DPC
Wispeco, crealco, 80mm skyline sliding 2700mm x 1500mm sliding door, single Low-E glass
Balcony Composition Note: 85mm rigid board layed below screed to fall, 100mm max - 30mm min screed to fall (1:80) laid to full bore outlet drainage, Torch on waterproofing to be applied to balcony, balcony to be finishd by 15mm white ceramic floor tiles(stacked bond). 5mm dovegrey grout to be applied.
1000mm glass(Toughened) panel railing, fixed to galvanized steel base plate
3655
1000mm glass(Toughened) panel railing, fixed onto galvanized steel baseplate. ⌀60mm stainless steel handrail
3599
Plastered, Primed and 2 coat white paint to be applied
1
COMPUTER LAB 4
D7
TOC Third floor level
Interior walls to be plastered on both sides, primed and 2 coat paint to be applied.
5mm ceramic tile finish, stretcher bond, 5mm grout joint 5mm torch on waterproofing 85mm rigid board insulation Screed to fall 1:80
Water control membrane 0.8mm Dove grey chromadek IBR counter flashing
13695 TOC Third floor level
13695
FFL
1000 micron DPC
TOC Third floor level
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 50mm Polished screed Underside of slab: Off shutter finish
300
200
300
570
300mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 15mm ceramic tile
10mm Baltimore, Broadloom carpet 50mm Polished screed
345
1030
7500
Upstand fill (screed)
250mm x 550mm Concrete upstand
Bolted galvanized baseplate
500mm x 1500mm RC beams overhead, according to eng detail
40mm steel CHS attached to galvanized steel base plate
Galvanized steel C channel fixing
300mm steel CHS attached to galvanized steel base plate
922
10mm perforated aluminium screen Alumium perforated screen fixed to concrete beam with bolted connection, glavanized c Channel.
300
1000 micron DPC
Suspended HVAC (stainless steel) ducting from concrete floor slab according to mech, eng detail
MULTI PURPOSE GATHER SPACE
500
Stepped slab to tie into concrete columns, refer to engineer detail.
TOC + 6747
TOC First Floor level
40
40
393 m²
500mm x 1500mm RC beams overhead, according to eng detail Finish: Off shitter finish
300
400mm x 900mm RC column, refer to eng. detail Finish: Column to be 10mm flush plastered with wall.
230mm brickwork wall, plastered inside and outside (Stock clay brick)
Jorrisen Street
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 30mm Polished screed 400mm x 1500mm RC beams overhead, according to eng detail
10mm perforated aluminium screen Alumium perforated screen fixed to concrete beam with bolted connection, glavanized c Channel. 9.5mm Gyproc Rhinoboard suspended ceiling board.Fixed to 40mm steel RHS Fixed to floor slab with 40mm horizontal RHS at 500mm centres. To be finished with 10mm rhinolite plaster.
30mm polished screed
5695
FFL
TOC First Floor level
345
TOC First Floor level
Conways Crealco , Façade 60 Pressure Glazed Shop front
Property Boundary 0m Building Line
5695
500
Plastered, Primed and 2 coat white paint to be applied 502
1000mm glass(Toughened) panel railing, fixed onto galvanized steel baseplate. ⌀60mm stainless steel handrail
RETAIL SPACE
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 30mm Polished screed
500
400mm x 1500mm RC beams overhead, according to eng detail
TOC - 250
TOC Ground Floor level 52 m²
20mm suspended plywood ceiling Drip
110mm outer leaf wall, 220mm inner leaf wall,no insulation, plastered inside and outside, primed and 2 coat paint to be applied.
8
1000mm glass(Toughened) panel railing, fixed onto galvanized steel baseplate. ⌀60mm stainless steel handrail
7
5
4
3
Polymer Drainage Channel 1m H55 ACO 50mm concrete pavers Screed to fall, 1:80
2
1
369
-3000
⌀600mm cast in situ concrete column Finish: Plastered, primed and 2 coat paint to be applied Wispeco, crealco, 80mm skyline double door 2700mm x 4000mm, single Low-E glass Ceramic floor tile finish 50mm Polished screed 5mm tile adhesive to be applied below tile
Staircase note: Concrete cast in situ staircase 10 risers 250mm min treads , 170mm max risers 1000mm glass panel balustrade Finish: Off Shutter concrete
6
⌀600mm cast in situ concrete column
50mm concrete pavers, laid ontop of riversand, supported by concrete cast in situ ramp
400mm x 900mm RC column, refer to eng. detail Finish: 10mm flush plastered with wall
TOC + 14740
D46
35 m²
0.8mm Dove grey chromadek IBR flashing
N
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 50mm Polished screed Stepped slab to tie into concrete columns, refer to engineer detail.
300mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 15mm ceramic tiles 15mm Mild steel rib(flange) 15mm Mild steel plate
Context section of perimiter cut
17695 TOC Fourth floor plan
300
0.8mm Dove grey chromadek IBR counter flashing
Wispeco, crealco, 80mm skyline sliding 2700mm x 1500mm sliding door, single Low-E glass. 3.5mm oak hardwood for floor finish, laid ontop of progressive shock obsorbing foam. Laid ontop of 50mm screed.
345
DN
24 23 1 2 22 21 3 20 4 19 5 18 6 7 17 16 8 15 9 14 10 13 11 12
345
123 456 789 10
230mm brickwork (NFP) wall, plastered inside and outside, primed and 2 coat paint to be applied. 76 x 210mm pre stressed concrete lintel
-3000
General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204
Perimiter Notes: 1. All finish items to be completed as stated in drawing. 2. Screed to be at 1:80 fall, 30mm min, 100mm max. 3. Torch on waterproofing to be applied to balconies, underneath floor finish. 4. All balcony + roof spaces to be covered with 85mm XPS insulation, according to SANS 204. 5. Weather step is to be maintained at thresholds.
487
600mm x 300mm 20mpa concrete cast in situ beam
370
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification. Finish: 75mm concrete pavers. Underside of slab: Off shutter concrete
0.5m
1m
1.5m
PERIMITER SECTION DETAIL
0m
Scale 1:25
VISUAL SCALE 1:25 @ A1
2m
TOC Ground Floor level
345mm concrete suspended flat slab 25MPA @ 28 days, to engineer specification Finish: 15mm ceramic floor tile Underside of slab: Off shutter finish
⌀110mm Marley uPVC drainage pipe to SW sump
305
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
345
TOC Ground Floor level
2.5m
Revision Details:
Client Information:
University of the Witwatersrand Project Information:
ARPL 3031A 2021 - Project 7.2
Drawing Details:
REV:NO
DESCRIPTION
DATE ISSUED
01
Weather Step
14/10/2021
01
Water proofing balc.
14/10/2021
DRAWN BY:
01
Entrance threshold
14/10/2021
2192396
1:25
02
Floor finishes
25/10/2021
DRAWING NUMBER:
DATE:
02
Fenestration Calc
25/10/2021
DRAWING SCALE:
PRS_7.2
01/10/2021
DRAWING NAME:
REVISION NUMBER:
Project 7.2 03 Perimiter Detail Sheet 5 of 8
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 10 mm carpet
1000 Micron DPC M20 galvanized mild steel washer, M20 galvanized mild steel Nut weepholes at 900 centres & above all openings
3
FFL
TOC Fifth Floor Level
Capillary Break 120mm CHS steel frame member, welded to galvanized steel baseplate
Fire stop to be applied at each level M20x300mm galvanized mild steel threaded rod, cast into place
FINISH NOTE : Building to consist of off shutter finish on the U/s of the slab, all services to be exposed.
0° .0 85
3649
General Notes: 1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
Winter Solstice 12:00 PM - 40° 3° 40.6
Galvanized mild Steel Spacer Prefabricated bricwork cavity wall, to be assembled on site. Brickwork plastered on interior and exterior. Supplied by futurecon. Welded to CHS frame. CHS structural frame welded to fixing baseplate. Galvanized steel baseplate bolted to floor slab.
15mm galvanized steel bracing
4000
Summer Solstice 12:00 PM - 86°
30mm EPS insulation
20mm galvanized mild steel baseplate
⌀440 concrete column, according to eng detail
21695 TOC Fifth Floor Level
345
21695
BUILDING AXO
SUN ANGLES
FINANCE MANAGER OFFICE Carpet
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 10mm carpet
weepholes at 900 centres & above all openings
1000 Micron DPC 20mm galvanized mild steel baseplate
23 m²
FFL
Fire stop to be applied at each level Capillary Break
weepholes at 900 centres & above all openings 15mm galvanized mild steel sheet metal Galvanized Mild steel rib/flange
357
17695
Galvanized mild Steel Spacer
TOC Fourth floor plan
TOC Fourth floor plan
M20x300mm galvanized steel mild threaded rod, cast into place 1000 micron DPC
15mm galvanized steel backing
Envelope wall/cladding 20mm perforated alumium screen
Fixed
Tubular steel frame, bolted to concrete floor slab
3649
4000
TOC Fourth floor plan
Wispeco, crealco, 80mm top hung 3000mm x 1000mm window aluminium frame with single Low-E glass.
Prefabricated mild steel Window frame
Envelope wall/cladding steel backing
Window frame
Perimiter Notes:
LARGE COMPUTER LAB Carpet
1. All finish items to be completed as stated in drawing. 2. Screed to be at 1:80 fall, 30mm min, 100mm max. 3. Torch on waterproofing to be applied to balconies, underneath floor finish. 4. Wall cavities to be insulated with 30mm XPS insulation, according to SANS 204. 5. Weather step is to be maintained at thresholds. 6. M20 bolts to be used for fixing, incase other specified. 7. All U/S to be off shutter concrete. 8. Services, ie, HVAC and electrical ducts to be exposed underneath slabs, in a neat manner. 9. Fenestration to comply with sans 10400 XA / SANS 204
Concrete floor slab
TOC Third floor level 102 m²
ENVELOPE ASSEMBLY 1000 micron DPC
13695
M20x300mm galvanized mild steel threaded rod, cast into place
10mm carpet
Prefab mild steel frame to house window frame.
Client Information:
weepholes at 900 centres & above all openings 120mm CHS steel frame member, welded to galvanized steel baseplate
FFL
University of the Witwatersrand
13695 TOC Third floor level
Capillary Break
345
TOC Third floor level
ENVELOPE ASSEMBLY
PLATE ASSEMBLY
Fire stop to be applied at each level 20mm galvanized mild steel baseplate 345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 30mm polished screed U/S finish: Off shutter
⌀440 concrete column, according to eng detail
Project Information:
weepholes at 900 centres & above all openings 15mm galvanized mild steel sheet metal 1000 micron DPC
ARPL 3031A 2021 - Project 7.2
Galvanized Mild steel rib
Revision Details: REV:NO Wispeco, crealco, 80mm casement 1600mm x 1000mm window aluminium frame with single Low-E glass.
3655
4000
OFFICE 4 Carpet
1000 micron DPC
TOC Second Floor level 51 m²
10mm carpet FFL 9695
PERIMITER SECTION DETAIL Scale 1:25
Galvanized mild steel flange, welded to CHS
9695
CHS frame welded to baseplate Galvanized bolt, cast in situ
TOC Second Floor level
0m
0.5m
1m
VISUAL SCALE 1:25 @ A1
1.5m
2m
2.5m
14/10/2021
01
Floor Thickness
14/10/2021
01
Water proofing balc.
14/10/2021
01
Fenestration calc.
14/10/2021
01
Window fixing
02
Floor finish (Dance st) 25/10/2021
Galvanized mild steel web
1:80 screed to fall, FBO, FBO pipe connection to drainage pipe within column
M20x250mm galvanized steel threaded rod, cast into place
Envelope
14/10/2021
Dove grey chromadeck flashing
Gravel stones Torch-on waterproofing
TOC Second Floor level
DATE ISSUED
01
Glavanized bolts fixed to brickwork
10mm sand, cement plaster on exterior and interior 1000 micron DPC Concrete upstand
M20 galvanized steel Nut 20mm galvanized mild steel baseplate
DESCRIPTION
280 cavity brickwork wall
Prefab steel frame to house window frame. 15mm galvanized mild steel sheet metal 15mm Galvanized Mild steel rib 30mm expanded polystyrene insulation
15mm galvanized steel backing
345
12000
Concrete upstand Finish: 10mm plaster, primed and 2 coat paint to be applied Covered Balcony
1000 Micron DPC
⌀440 concrete column, according to eng detail
FACADE ASSEMBLY 17695
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
345mm concrete suspended flat slab 20MPA @ 28 days, to engineer specification Finish: 10mm carpet
Galvanized mild steel baseplate
Concrete suspended floor
Drawing Details: DRAWN BY:
DRAWING SCALE:
2192396
1:25
DRAWING NUMBER:
DATE:
PR07.2
17/08/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.2 Perimiter Section 2
03 Page 6 of 8
B
1 48
A
C
B
F
MALE BATHROOM
lintel over
4
5915
5m
1600
968
1025
LED Strip Lights 12Volts Cool White Colour SMD5050 2100mm x 900mm door, louvers to be installed
1207
lintel over
whb
5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm dovegrey tile grout On 5 mm tile adhesive
300 110
Movement sensor (Radiant GPE039-W (RFS48) Disc-4LED Pir Sensor Light)
330
400
DB board (3-Phase Large Side Isolator Distribution Board) lintel over
30 m²
Geberit Sigma concealed cistern
TOC Ground Floor level
953
WT
whb
FEMALE BATHROOM FFL + 0
Suspended ceiling
28 m²
i.e
whb
whb 990
990
1447
⌀22mm insulated copper water supply pipe, chased in wall WATER RETICULATION NOTE: Watter supply from municipality to flow into water tank on the roof level, from roof water tank, will supply fixtures within building.
University of the Witwatersrand
Grohe Rapid SL Set for Disabled WC 39140 ⌀50mm uPVC waster pipe, connected to ⌀110mm uPVC sewage pipe. (1:40)
Mentis Grating to be installed within wet service duct at every floor level
i.e
i.e
wc
i.e
wc
i.e
Cold Water outlet only (Fixture)/WC
cw
cw
cw
WT
wc
wc 1011
wc
1740
Water supply from water tank
cw
Cold Water supply pipe (⌀22mm)
hw
Warm water supply pipe (⌀22mm)
1649
1019
FEMALE BATHROOM TOC Ground Floor level
1865
1025
28 m²
1018
998
1010
1047
whb
1047
whb
1047
whb
1047
Water closet (Geberit Sigma concealed cistern)
whb
5 WHB
1375
cw
i.e
cw
i.e
cw
i.e
cw
i.e
Wash hand basin (Grohe cube counter top basin 50)
Grohe cube counter top basin 50
whb
D
Cobra P-trap, ⌀50mm
cw
i.e
i.e
⌀50mm uPVC waste pipe ⌀110mm single stack system
WATER RETICULATION LAYOUT Scale 1:50
0m
1m
2m
VISUAL SCALE 1:50 @ A1
3m
2m
1m
0m
4m
3m
Project Information:
ARPL 3031A 2021 - Project 7.2
5m
VISUAL SCALE 1:50 @ A1
REV:NO
DESCRIPTION
01
Mechanical ventilation
DATE ISSUED 06/10/2021
01
Louver door spec
06/10/2021
01
Suspended ceiling tiles
06/10/2021
01
Tiling set out point
06/10/2021
01
Vanity Elevation
06/10/2021
4 Single stack sewage reticulation system
20mm Perforated screen
385
whb
1047
1058
411
-3000 TOC Ground Floor level
wc
4990
cw
4m
i.e
FEMALE BATHROOM
cw
28 m²
whb
Single stack waste reticulation system Suspended from floor slab above
WT
22mm water supply pipe, chased within wall cw cw
⌀110mm uPVC sewage pipe
WC
5
i.e
5
⌀50mm uPVC waste pipe
917
FFL + 0
whb
WT
⌀110mm uPVC sewage pipe at 1:40 fall
cw
1880
i.e
i.e
Single stack reticulation system
i.e
wc
i.e
⌀110mm uPvc sewage pipe (1:40 fall)
⌀110pmm uPVC sewage pipe at 1:40 fall
i.e i.e
900
i.e i.e
45
Cold and warm Water outlet (Fixture, Cold Only))/WHB
cw
i.e
cw
cw
cw
cw
5
Geberit Sigma concealed cistern Geberit Icon Pan Rimfree Wall-Hung White
wc
cw
E
2130
lintel over
200
567
wc
2545
wc
2330
1015
1018
SECTION E-E Vertical Reticulation Layout Scale 1:50
Water reticulation Legend
30 m²
wc
wc
Revision Details:
cw
1865
TOC Ground Floor level
wc
Geberit Sigma concealed cistern Geberit Icon Pan Rimfree Wall-Hung White
⌀110mm uPVC sewage pipe at 1:40 fall
4
949
cw
505
1061
FFL + 0
1688
⌀63mm uPVC water supply pipe, to water tank located E on the roof
1020
MALE BATHROOM 1700
⌀50mm uPVC waste pipe
1020
whb
Client Information:
lintel over
cw
i.e
1. Mentis grate to be fixed with L bracets within wet service duct. 2. All I.E/ R.E is to be installed at junctions. 3. Waste pipes to be ⌀50mm, min 4. Soil pipes to be ⌀110mm, min 5. Single stack system to be used for waste and soil drainage. 6. Electrical details to comply with engineer detail. 7. ⌀22mm copper pipes to supply cold/hot water. 8. All pumbing to comply with SANS 10400, PART P
⌀110mm single stack PVC sewage pipe
TOC Ground Floor level
⌀110mm uPvc waste pipe
1865
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
Ablution Notes:
C ⌀22mm insulated copper water supply pipe
lintel over
4
LED Strip Lights 12Volts Cool White Colour SMD5050
i.e
cw
cw
cw
i.e
991
20mm supawood bulkhead
cw
whb
631
MALE BATHROOM 30 m²
Geberit Sigma concealed cistern
Geberit Icon Pan Rimfree WallHung White
i.e
cw
⌀110mm single stack system ⌀50mm uPVC waste pipe
i.e
988
1007
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
C
45
453
whb
1025
ELECTRICAL LAYOUT_ REFLECTED CEILING PLAN Scale 1:50
SECTION G-G Scale 1:50 Toilets Tile Layout
lintel over
508
968
B
TOC Ground Floor level
i.e
1600
330mm X 120mm white barista tile skirting
-3000
i.e
1620
Geberit Icon Pan Rimfree Wall-Hung White
-3000
B
400mm x 900mm concrete column, according to eng detail
5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm white grout
MALE BATHROOM
4
862
806 330
330
SECTION F-F Vanity Tile Layout Scale 1:50 22mm insulated copper water supply pipe, supplied from water tank, located on roof.
558
Floating vanity 330mm X 120mm white barista tile skirting
D
20mm perforated screen
whb
⌀110mm uPvc waste pipe
whb
5
cw
whb
917
cw
whb
715
whb
LED Strip Lights 12Volts Cool White Colour SMD5050 (Hidden behind Bulkhead, above vanity)
cw
2200
FFL + 0
TOC Ground Floor level
Partition Wall
Cristallo Silver Frameless Mirror - 2200 x 700mm 20mm supawood bulkhead 5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm white grout
30 m²
Eurolux Round 8 Inch Extractor Ceiling Fan (300mm) White F46W Number of extractor fans deternined by mechanical engineer
400mm x 500mm fibre glass suspended ceiling tiles
1730
330
MALE AND FEMALE ABLUTION DETAIL_TILE LAYOUT Scale 1:50
Double Plug Point (Veti 2VW224 Double RSA V-Slim 4x4 Socket White)
28 m²
5
MALE BATHROOM
2
1207
1499
28 m²
1025
FEMALE BATHROOM
902
⌀220mm HVAC ducting overhead HT/LT Room
TOC Ground Floor level
968
1499
942
FFL + 0
7183
1600
3208
3208
5
FEMALE BATHROOM
5mm Barista white ceramic tile 330mm x 330mm First grade ceramic tile 5mm dovegrey tile grout on 5 mm tile adhesive
whb
Single switch panel (Veti Switch 1-Lever 2way - White)
802
220mm brickwork wall,10mm plaster inside and putside, 2 coat painted finish
802
165 245
Stainless steel Dividing strip
5
2200
LED Recessed Downlight (Bright Star Lighting DL035 Integrated Downlight - Cool White (30W))
4
730
6505Wet service duct
400mm x 500mm fibre glass suspended ceiling tiles
286
844
844
4
330
330
Electrical Legend
30 m²
500
850
FFL + 0
TOC Ground Floor level
lintel over
lintel over
lintel over
MALE BATHROOM
1473
330
G
400mm x 900mm concrete column, according to eng detail
1473
330
7 45
Setting out point (Start Point) Setting out point (Start point)
General Notes:
2
Closet
2330 2545
4
830
DB board (3-Phase Large Side Isolator Distribution Board)
30 m²
3129
---
TOC Ground Floor level
4m
3m
VISUAL SCALE 1:50 @ A1
Electrical Duct 700mm x 600mm
FFL + 0
953
-
2m
1m
0m
330mm X 120mm white barista tile skirting Stainless steel Dividing strip
lintel over
C
i.e
⌀22mm insulated copper water supply pipe 20mm suspended fibreglass ceiling tile
Grohe cube counter top basin 50 -3000
Drawing Details: DRAWN BY:
DRAWING SCALE:
2192396
1:50
DRAWING NUMBER:
DATE:
PRAB7.2
14/09/2021
DRAWING NAME:
REVISION NUMBER:
wc
TOC Ground Floor level
5m Suspended mentis grate floor installed at every level in duct
SECTION D-D Scale 1:50
PROJECT 7.2 02 Ablution Details Page 7 of 8
Components: 1. Brickwork Wall 2. Amalfi Jade plus mixer tap (x5) 3. Grohe cube counter top basin 50 (x5) 4. Snowstorm Quartz countertop (20mm) (460mm x 5000mm) (x1) 5. Snowstorm Quartz countertop (20mm) (390mm x 5000mm) (x1) 6. Prefabricated mild steel frame (steel segments(35mm SHS) to be welded together. (x6) 7. M20 mild steel nut, M20 mild steel 1. washer, M20 threaded bolt (x24)
5000 988
35
955
990
35
955
35
990
933
35
891
35
136
875
991
450
10mm galvanized steel bulkhead
whb
whb
25mm mild steel SHS 110
whb
whb
893
Grohe cube counter top basin 50 5.
Amalfi Jade Plus Chrome Basin Mixer Tap
35mm mild steel SHS 990
991
968
1. All windows areas to be 10% of floor area of which 50% is openable. 2. Read figured dimensions in preferance to scaling. 3. All levels dimensions, heights of plinths, depths of excavations and number of steps to be finally checked and determined by contractor on site. 4. Drawings prepared on basis of surface examination on site. Walls below ground level. 5. Recommended - AB's over all windows and doors without fanlights. 6. All handrails to be min 1,000mm high, ballister max 100 ccs 7. All drawings to comply with SANS 10400 and SANS 204 NOTES 5 AND 6 ARE RECOMMENDED
3.
20 mm Snowstorm Quartz countertop
whb
General Notes:
2.
4.
927
Quality of all materials and workmanship to comply with the relevant S.A.B.S, Specification and shall comply with the minimum standard specified in the Standard Preambles in the bills of Quantities or, in the absence of a bill of quanitities, available for perusal at the offices of the Architects. A project specification document will be issued by the Architects to elaborate on the pre-ambles. Where the contractor finds these two documents to be conflicting this must be brought to the architect's attention before doing the work. The contractor is responsible for correct setting out of the buildings, all external and all internal walls with particular reference to boundaries, building lines, etc. The contractor is to verify levels, heights and dimensions on site and to check same against the drawings before putting any work in hand. Any discrepencies from the theoretical to be brought to the architect's attention. The contractor and all Sub-contractors are to check the details shown on this drawing for compliance with standards of best building practice (which is what is expected to be delivered) with particular reference to special requirements necessitated by local and/or on site conditions and to report any comment to the Architect. The contractor is to locate and identify existing services on site and to protect these from damage throughout the duration of the works. Any errors, discrepancies or omissions on this drawing are to be reported to the Architect immediatly. The Contractor is to build in approved DPC's whether or not these are shown on drawings, to all external walls at each floor, beam or parapet level and to all windows, doors, grilled or other opening in external walls. Cavity walls to have stepped DPC's. Any quaries arising from the above must be reported to the Architect for clarification before any work is put in hand. This drawing is not to be scaled. Where figured dimensions are given, this must be confirmed by the Architect.
6. 7.
VANITY DETAIL_Callout A
0m
Scale 1:10
VISUAL SCALE 1:10 @ A1
0.2m
0.4m
0.6m
0.8m
H
1m
H
3 48
3
Vanity assembly diagram
48
20mm suspended fibre glass ceiling tile
MALE BATHROOM FFL + 0
TOC Ground Floor level
Tiled
30 m²
Vanity detail Notes:
10mm galvanized steel bulkhead
110mm PVC waste pipe
LED Strip Lights 12Volts Warm White Colour SMD5050
10mm galvanized steel bulkhead
Cristallo Silver Frameless Mirror - 2200 x 700mm
Cristallo Silver Frameless Mirror - 2200 x 700mm
Amalfi Jade Plus Chrome Basin Mixer Tap
20mm Snowstorm Quartz countertop, supplied by the granite warehouse
Cristallo Silver Frameless Mirror - 2200 x 700mm
Amalfi Jade Plus Chrome Basin Mixer Tap
99
400
101 25
Grohe cube counter top basin 50 988
whb
whb
990
whb
990
Grohe cube counter top basin 50 20mm Snowstorm Quartz countertop Glued onto steel frame
533
whb
857
-3000 TOC Ground Floor level
35
955
35
20mm Snowstorm Quartz facing
954 5001
35
934
35
873
Project Information:
REV:NO
DESCRIPTION
01
Dimensions
06/10/2021
01
Detailed Specifications
06/10/2021
01
Hidden elements
06/10/2021
420 440
35 125
5mm Tile adhesive 5mm dovegrey grout
35mm square hollow section, frame welded and assembled off site
GIO Chrome Bottle Trap (80 x 120mm)
30mm screed -3000
Drawing Details:
TOC Ground Floor level
VANITY DETAIL
0m
Scale 1:10
VISUAL SCALE 1:10 @ A1
0.2m
0.4m
0.6m
0.8m
1m
DATE ISSUED
I.E
25 723
25mm mild steel SHS 35mm mild steel SHS
317
91 35
143 720
908
720
969
7° 42.7
989
24
990
University of the Witwatersrand
Revision Details:
20 mm Snowstorm Quartz facing glued onto steel frame 892
Client Information:
ARPL 3031A 2021 - Project 7.2
460
991
whb
1. All finish items to be completed as stated in drawing. 2. No drainage bends or junctions below floors. 2. Bends and junctions in drains to be fitted with C.E's and I.E's with marked covers at ground level. 3. Drains under building to be adequetly protected against load. 4. Waste pipes to have reseal traps and to be fully accesible over full length. 5. Bathwast 50mm internal diameter basinwaste 50 mm internal diameter. 6. Gulleys at kitchens to have a cw tap over. 7. All surfaces to comply with NBR's. 8. Soil pipes to be 110mm at minimum.
DRAWN BY:
SECTION H-H Scale 1:10
DRAWING SCALE:
2192396
1:10
DRAWING NUMBER:
DATE:
PRVT7.2
14/09/2021
DRAWING NAME:
REVISION NUMBER:
PROJECT 7.2 Vanity Detail
02 Page 8 of 8
CLIENT: STAND NUMBER:
1711844 1833372 2193758
TOWNSHIP: PROJECT NUMBER:
01T2
20/10/2021
DRAWN BY:
Mickyle Berling
Dustbins
TOTAL NO. OF FITTINGS
MALE 3
DISABLED
FEMALE
SPECIFICATION
3
NEW FITTINGS
FITTING
WASH HAND BASINS
SUPPLIER: Vaal PRODUCT CODE: CCRBAJN1-2CO0423 Description: Vaal Cardinal Basin Underslung Vitreous china 470x360mm rectangular underslung basin, with integrated overflow. No provision for tapholes. 470x360 For Disabled Toilet
IMAGE
6
SUPPLIER: COBRA PRODUCT CODE: G-3947500H Description: Cobra Pause Basin Mixer Standard Pause basin mixer, - one hole single lever, chrome INSTALLATION: Surface mounted
2
2
INSTALLATION: Under-slung, installed 650 mm from ground
WC
7
2
IMAGE
4
SUPPLIER: Cobra PRODUCT CODE: CARSTWH1-2CO0372 Description: 90deg, Outlet back inlet, rimless bck to wall toilet pan, with quality thermostat soft close seat with wall brackets.
INSTALLATION: Wall hung SUPPLIER: COBRA PRODUCT CODE: CPSCCST1-6DT01 Description: Cobra Pause Close coupled toilet suite. Top, dual flush capability with 3L and 4.2L flush available.
IMAGE
2
2
4
Flushmaster / Cistern
2
7
3
3
SUPPLIER:Grohe Bau PRODUCT CODE:G-39438000 Description: Urinal concealed inlet flush volume
Urinal
SANITARY FITTINGS
IMAGE INSTALLATION: Concealed system
IMAGE
SANITARY FITTINGS
INSTALLATION: Floor mounted 480mm from floor with 740mm grab rail SUPPLIER: COBRA PRODUCT CODE:CENSHJNN-2CO Description: cistern DIY friendly concealed cistern, with compression resistant reinforced tank.
SUPPLIER: AIKEN Product code: TBD051370601B Description: 04 Stainless Steel Automatic SensorJet Hand Dryer High Speed Airflow for Home Hotel Airport Hands Drying Machine(Polished silver)
IMAGE
IMAGE
3
6 2
4
SUPPLIER:COBRA PRODUCT CODE: FELSODCC-0GT0071 Description: Cobratron touch-free, electronic-control, pillar-type soap dispenser, chrome. INSTALLATION : Table mounted
IMAGE
2
2
3
Toilet Roll Holders Soap Hand Dryers Dispensers
ACCESSORIES
SUPPLIER:Volkem PRODUCT CODE:WATR-1003 Description TOILET ROLL HOLDER – STAINLESS STEEL INSTALLATION : Wall Mounted
IMAGE
3
2
8
1
Taps
SUPPLIER:Cobra Pause Basin Mixer Standard PRODUCT CODE:FBL1D1Y6-0GT0383 Description: Pause basin mixer, - one hole single lever, chrome Disabled Toilet INSTALLATION : Table mounted
IMAGE
3
INSTALLATION: Wall hung
SUPPLIER: COBRA PRODUCT CODE:FBL1D1Y6-0GT0383 Description: Pause basin mixer, - one hole single lever, chrome INSTALLATION: Table mounted
1
1
3
SANITARY SCHEDULE STUDENT NUMBERS
7
2/2
PROJECT: 2192396 2179641
CLIENT: STAND NUMBER:
1711844 1833372 2193758
TOWNSHIP: PROJECT NUMBER:
SUPPLIER:Volkem PRODUCT CODE:SA426135 Description: REFLEX DISPOSER BIN – 35L STAINLESS STEEL INSTALLATION: Wall hung
Performance DRAWING NUMBER: Wits ISSUED FOR: 2940 REVISION NUMBER: JohannesburgDATE: JHGHCJ CHECKED BY:
01T2
20/10/2021
DRAWN BY:
IMAGE
1
2192396 2179641
Performance DRAWING NUMBER: Wits ISSUED FOR: 2940 REVISION NUMBER: JohannesburgDATE: JHGHCJ CHECKED BY:
GROUP NO. 2
PROJECT:
ACCESSORIES
GROUP NO. 2
SANITARY SCHEDULE STUDENT NUMBERS
1
Mickyle Berling
1
3
Floor Finish Type
SPECIFICATION Floor Finish No. 1 Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes:
Floor Finish Type
SPECIFICATION Floor Finish No. 2
Carpet finish for Auditorium Cast - Exposed Broadloom Carpet Belgotex Flooring
Carpet finish for Office
Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes:
+27 33 897 7500 Belgotex Flooring +27 11 066 2952 Top Carpets & Floors - Alberton Product to be laid in accordance with SANS10186 fitting code practice. Heavy Commercial, SDN, Tufted Broadloom
Stainproof Miracle Fibre (Polypropelene) Essex carpet Belgotex Flooring Belgotex Flooring [+ 27 (11) 380 9300] Arebone [+ 27833467187] ESSEX (Stainproof Miracle Fibre (Polypropelene)
01. Preperation
Sweep and Clean Floor Ensure room has no loose items, if so is should be removed
02. Installation
Lay underpad onto screed/install new tackless strips if applicable Install new carpet padding Lay new carpet Match carpet seams Stretch and attach carpet at walls and install skirting
02. Installation
Lay underpad onto screed / install new tackless strips if applicable Install new carpet padding Laying new carpet Match Carpet Seams Stretching and attaching the carpet / Tucking at the walls, install skirting trim
03. Finish & Colour
Finish: Industrial finish of solid concrete Colour : Flint Stainproof SDX
03. Finish & Colour
Stainproof Miracle Fibre (Polypropylene) Colour = GIN
04: Sealer
N/A
04: Sealer
N/a
05. Tiling Layout
N/A
05. Tiling Layout
N/a
06. Trim
Meranti skirting 70 x 18 mm
06. Trim
Meranti Skirting
IMAGE
FLOOR FINISHES SCHEDULE
FLOOR FINISHES SCHEDULE
2192396 PROJECT:
Performing Arts
DRAWING NUMBER: 02T2
2179641 CLIENT:
Wits
ISSUED FOR:
Construction
2940 REVISION NUMBER:
1711844 STAND NUMBER: 2193758 TOWNSHIP:
Johannesburg
1833372 PROJECT NUMBER:
F5568
DATE:
20/10/2021
CHECKED BY: DRAWN BY:
Mickyle Berling
1
Student No.'s
IMAGE
GROUP NO. 2
Student No.'s
Prepare for installation by vacuuming and mopping the floor clean Remove any Obstructions
GROUP NO. 2
01. Preperation
2192396
PROJECT:
Performing Arts
DRAWING NUMBER: 03T2
2179641
CLIENT:
Wits University
ISSUED FOR:
1711844
STAND NUMBER:
2193758
TOWNSHIP:
Johannesburg
1833372
PROJECT NUMBER:
PRT2L
Construction
2940 REVISION NUMBER: DATE:
20/10/2021
CHECKED BY: DRAWN BY:
S. van Heerden
1
Atrificial Grass
SPECIFICATION Floor Finish No. 3
Porcelin Floor Tile
SPECIFICATION Floor Finish no. 5
Artificial Grass for Roof
Office Balcony Floor Tile
Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes:
Leisure 30 mm + Infill Belgotex Grass N/A Italtile, Telephone: 010 271 2272, Email: sales@italtile.co.za Belgotex Grass Commercial, 10 Year UV Warranty , 5 Year Guarentee , 15kg/m^2 ARTIFICIAL GRASS FOR ROOF
Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes:
01. Preperation
Measure ground and set out boundries Make provisions for artificial grass base on the dry surface Ensure correct drainage provisions have been set out for underneath the artificial grass Pour a block of concrete around the perimeter of the area and Install waterproof barrier on the perimeter Install a geotextile fabric barrier Smooth and flatten surface using a roller Lay performance pad Ensure all is level Install underlay and artificial grass Join pieces together by applying an adhesive on the underside and pulling edges together Trim excess edges Secure Grass with Adhesive Place infill into artificial grass @ 15kg/m^2 Brush Grass 30mm Infill Leisure , Green
01. Preperation
Sweep & Clean Surface Level & Patch Screed Apply Tile Sealer a minimum of 6 hours before Grouting
02. Installation
Map out Tile layout and setting out point. Apply Adhesive ( Pro Grip XXL Tile Adhesive ) Lay Tiles from setting out point with 3mm Tile Spacers Apply 3mm Grout ( Pro Grip Taupe Water Repellent Tile Grout ) in Grounting Joints Check Tile Levels and Spacing
03. Finish & Colour
Matt, Brown
04: Sealer
No Sealer required
05. Tiling Layout
220 x 895mm Stretcher Bond Tiling Layout Pattern with 3mm Grouting
06. Trim
8mm Promax Aluminium Straight Edge Trim
IMAGE
IMAGE
FLOOR FINISHES SCHEDULE
FLOOR FINISHES SCHEDULE
2192396
PROJECT:
Performing Arts
DRAWING NUMBER: 04T3
2179641
CLIENT:
Wits University
ISSUED FOR:
1711844
STAND NUMBER:
2940
REVISION NUMBER: 1
2193758
TOWNSHIP:
Johannesburg
DATE:
1833372
PROJECT NUMBER:
PRT2L
CHECKED BY: DRAWN BY:
Construction 20/10/2021 C. Giannoccaro
Student No.'s
Student No.'s
GROUP NO. 2
03. Finish & Colour
GROUP NO. 2
02. Installation
Ampezzo Natural Matt Glazed Slip-Resistant EcoTec Porcelain Tile 8x220x895mm Italtile GR1IAMA30R31EA Italtile, Telephone: 010 271 2272, Email: sales@italtile.co.za Contractor Made in South Africa , Slip Resistant , Eco Friendly , Rectified Edges , Low Maintenence OFFICE BALCONY FLOOR TILE
2192396
PROJECT:
Performing Arts
DRAWING NUMBER: 06T2
2179641
CLIENT:
Wits University
ISSUED FOR:
1711844
STAND NUMBER:
2940
REVISION NUMBER: 1
2193758
TOWNSHIP:
Johannesburg
DATE:
1833372
PROJECT NUMBER:
PRT2L
CHECKED BY: DRAWN BY:
Construction 20/10/2021 C. Giannoccaro
Ceramic Wall Tile
SPECIFICATION Wall Finish no.1
Mosaic Wall Tile
SPECIFICATION Wall Finish no.2
Toilet Wall Tile
Vanity Wall Tile
Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes:
Shore Stone Ceramic Wall Tile 8x265 x800mm Italtile WS1ISS20U9LA Italtile, Telephone: 010 271 2272, Email: sales@italtile.co.za Contractor Made in South Africa , Eco Friendly , Low Maintenence TOILET WALL TILE
Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes:
Pegasus Double Glazed Recycled Glass Mosaic 6x258 x 300mm Italtile GSMO00147 Italtile, Telephone: 010 271 2272, Email: sales@italtile.co.za Contractor 100% Recycled Glass VANITY WALL TILE
01. Preperation
Repair any cracks/damages Level and sand surface Clean and Dry Surface Prime surface
01. Preperation
Repair any cracks/damages Level and sand surface Clean and Dry Surface Prime surface
02. Installation
Plaster Wall Map out Wall Tile layout and setting out point & Cut appropriate sizes for fittings (if applicable) Apply Adhesive ( Pro Grip XXL Tile Adhesive ) Lay Tiles from setting out point with 3mm Tile Spacers Apply 3mm Grout (Pro Grip White Waterproof Tile Grout) in Grounting Joints Check Tile Levels and Spacing
02. Installation
Plaster Wall Map out Mosaic Square Layouts & Cut appropriate sizes for fittings (if applicable) Apply Adhesive ( Pro Grip XXL Tile Adhesive ) Lay Mosaic according to layout details Apply Grout (Pro Grip White Waterproof Tile Grout) in Grounting Joints Check Tile Levels and Spacing Apply Top Sealer
03. Finish & Colour
Shiny, Grey
03. Finish & Colour
Semi-Gloss, Grey
04: Sealer
No Sealer required
04: Sealer
Top Seal TFC
2192396
PROJECT:
Performing Arts
DRAWING NUMBER: 07T2
2179641
CLIENT:
Wits University
ISSUED FOR:
1711844
STAND NUMBER:
2940
REVISION NUMBER: 1
2193758
TOWNSHIP:
Johannesburg
DATE:
1833372
PROJECT NUMBER:
PRT2L
CHECKED BY: DRAWN BY:
Construction 20/10/2021 C. Giannoccaro
Student No.'s
WALL FINISHES SCHEDULE GROUP NO. 2
Student No.'s
GROUP NO. 2
WALL FINISHES SCHEDULE 2192396
PROJECT:
Performing Arts
DRAWING NUMBER: 08T2
2179641
CLIENT:
Wits University
ISSUED FOR:
1711844
STAND NUMBER:
2940
REVISION NUMBER: 1
2193758
TOWNSHIP:
Johannesburg
DATE:
1833372
PROJECT NUMBER:
PRT2L
CHECKED BY: DRAWN BY:
Construction 20/10/2021 C. Giannoccaro
Limestone Vanity Countertop
SPECIFICATION Vanity Finish no.1
Vanity Countertop
Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes:
BIANCO CAPRI LIMESTONE SLAB Union Tiles N/A Union Tiles , Bedfordview , Telephone: 011 663 2000 , Email: info@uniontiles.co.za Contractor Limestone Slab VANITY COUNTERTOP
01. Preperation
Map out and cut slab including fitting holes into to correct dimensions Map out and install new cabinetry in correct accordance to slab size (including overhangs etc.) Ensure correct level over all cabinetry Place protective covers on floors/furniture (if applicable) Ensure enough space is allocated for transportation of slab into area
02. Installation
Ensure level is flat Map out correct positioning of slab Install slab in correct position in accordance to the fittings and layout Join seams of different slabs together using colour matched epoxy ensuring the slabs are flush against eachother Seal and attach slab on the underside to the cabinetry by using acrylic caulk Apply granite sealer onto clean countertop stone and leave to set
03. Finish & Colour
Natural Stone, White with natural stone elements
04: Sealer
TFC Natural Stone Sealer
Student No.'s
GROUP NO. 2
VANITY TOP SCHEDULE 2192396
PROJECT:
Performing Arts
DRAWING NUMBER: 09T2
2179641
CLIENT:
Wits University
ISSUED FOR:
1711844
STAND NUMBER:
2940
REVISION NUMBER: 1
2193758
TOWNSHIP:
Johannesburg
DATE:
1833372
PROJECT NUMBER:
PRT2L
CHECKED BY: DRAWN BY:
Construction 20/10/2021 C. Giannoccaro
Student No.'s
Product: Dulux Paint Supplier Dulux Expert Painting Services Product Code: Contact Details of Supplier: 0860 330 111 Preferred Installer Notes: DULUX WOODGARD MARINE TIMBAVARNISH
GROUP NO.
PAINT - DOOR FINISH TYPE
SPECIFICATION Wall finish no.:
2192396
PROJECT:
Performing Arts
2179641
CLIENT:
Wits University
1711844
STAND NUMBER:
DRAWING NUMBER: 10T2 ISSUED FOR:
Construction
2940 REVISION NUMBER:
2193758
TOWNSHIP:
Johannesburg
DATE:
1833372
PROJECT NUMBER:
PRT2L
CHECKED BY: DRAWN BY:
20/10/2021 Mfundo Mokotong
PAINT - DOOR FRAME FINISH TYPE
SPECIFICATION Wall finish no.:
01. Preparation
Timber door: sand down wood including the end grain to a smooth even surface using 100 - 150 grit sandpaper, sanding in the direction of wood grain, remove dust with a clean lint free cloth dampened with water Ensure that surface is now smooth, free from dust, dirt, grease, oil and mortar splatter, surfaces must be thoroughly dry, no more than 12% moisture content
Product: Dulux Paint Supplier Dulux Expert Painting Services Product Code: Contact Details of Supplier: 0860 330 111 Preferred Installer Notes: DULUX STEEL PRIMER
02. Installation
Timber door: Stir Dulux Woodgard Exterior Marine Timbavarnish until homogenous with a flat paddle, when brushing apply in an even thickness and finish in the direction of the grain, thin the first coat with mineral turpentine to aid penetration on raw wood, allow to dry overnight and sand lightly, apply second and third coat undiluted, sanding lightly, between coats
01. Preparation
Steel door frame: All rust, scale and dirt must be removed by scraping or with steel wire brushes and then thoroughly sand with medium grit sandpaper and with fine grit sandpaper - down to a metail finish, a solvent wash (dipped in lacquer) may be used
03. Finish & Colour
Timber door: Gloss finish and clear only
02. Installation
Steel door frame: Stir Dulux Steel Primer until homogenous, can be brushed, rolled or sprayed, brush application preferred to ensure wetting of the surface, apply 1 or 2 coats ,over coat primer with one coat of Dulux Universal Undercoat and finish with two coats of selected Dulux decorative topcoat
04: Sealer
Timber door: N/A
03. Finish & Colour
Steel door frame: Matt to low sheen finish and Light grey colour
04: Sealer
Steel door: N/A
DOOR FINISH SCHEDULE
2192396
PROJECT:
Performing Arts
DRAWING NUMBER: 10T2
2179641
CLIENT:
Wits University
ISSUED FOR:
1711844
STAND NUMBER:
2193758
TOWNSHIP:
Johannesburg
DATE:
1833372
PROJECT NUMBER:
PRT2L
CHECKED BY: DRAWN BY:
Mfundo Mokotong
Product: Dulux Paint Supplier Dulux Expert Painting Services Product Code: Contact Details of Supplier: 0860 330 111 Preferred Installer Notes: DULUX ACRYLIC PVA
03. Finish & Colour
04: Sealer
Wall in the foyer: Apply Dulux Universal Undercoat by brush, rolling or spraying, followed by Dulux Acrylic PVA
2192396
PROJECT:
Performing Arts
DRAWING NUMBER: 10T2
2179641
CLIENT:
Wits University
ISSUED FOR:
1711844
STAND NUMBER:
2193758
TOWNSHIP:
Johannesburg
DATE:
20/10/2021
1833372
PROJECT NUMBER:
PRT2L
CHECKED BY: DRAWN BY:
Mfundo Mokotong
Construction
2940 REVISION NUMBER:
PAINT - WALL IN THE BATHROOM
SPECIFICATION
Product: Dulux Paint Supplier Dulux Expert Painting Services Product Code: Contact Details of Supplier: 0860 330 111 Preferred Installer Notes: DULUX EGGSHELL ENAMEL 01. Preparation
Wall in the bathroom: Plaster mix must be applied to a min thickness of 10mm, curing to a hard sound finish
04: Sealer
Wall in the bathroom: N/A
02. Installation
Wall in the bathroom: Dulux Eggshell Enamel Ready for use after thorough stirring, apply 2 - 3 coats to wall for a firm and solid color
03. Finish & Colour
Wal in the bathroom: Mid-sheen and Natural Hessian from Dulux colour system
Wall in the foyer: Matt finish and Linesh lush from Dulux colour system
WALL FINISHES SCHEDULE
Wall in the foyer: N/A
Student No.'s
02. Installation
Wall in the foyer: Fresh cement plaster should be applied on the wall, prime with one coat of Dulux Plaster Primer
Student No.'s
20/10/2021
GROUP NO.
2940 REVISION NUMBER:
PAINT - WALL IN THE FOYER
SPECIFICATION
01. Preparation
WALL FINISHES SCHEDULE
Construction
GROUP NO.
Student No.'s
GROUP NO.
DOOR FRAME FINISH SCHEDULE
2192396
PROJECT:
Performing Arts
2179641
CLIENT:
Wits University
1711844
STAND NUMBER:
DRAWING NUMBER: 10T2 ISSUED FOR:
Construction
2940 REVISION NUMBER:
2193758
TOWNSHIP:
Johannesburg
DATE:
20/10/2021
1833372
PROJECT NUMBER:
PRT2L
CHECKED BY: DRAWN BY:
Mfundo Mokotong
GROUP NO. 2
LIGHTING SCHEDULE STUDENT NUMBERS:
2192396 2179641 1711844 1833372 2193758
PROJECT: CLIENT: STAND NUMBER: TOWNSHIP: PROJECT NUMBER:
Performance Arts Wits Univ. Johannesburg PRT2L
DRAWING NUMBER: ISSUED FOR: REVISION NUMBER: DATE: CHECKED BY: DRAWN BY:
11T2 Construction 20/10/2021 M.Bham
See Drawing No.:See Ablution layout,electrical reticulation,working P7.2
IMAGE
Type of globe.LED Osram Duris E5 Nominal wattage:10W Color temp:4000K Nominal flux:1428Im
See Drawing No.:See Ablution layout,electrical reticulation,working P7.2
IMAGE
Type of globe.LED Cove 14 - 15W/m 4000K Strip Length:1995mm Power (W):29.00W Nominal Flux:4650 Im
Type of globe. LED Samsung E2835 Voltage:220V Nominal Wattage: 15W Colour temp:4000K Nominal flux:2098 Im
See Drawing No.:See Ablution layout,electrical reticulation,working P7.2
Type of globe.LED Wattage as per lamp manufacturer. Base: GU10
See Drawing No.:See Ablution layout,electrical reticulation,working P7.2
Type of globe.
See Drawing No.:
Type of globe.
See Drawing No.:
Type of globe.
See Drawing No.:
2 Fittings per floor
Description:This square wall or celing mounted sconces with UV stabilised high impact opal acrylic diffuser. A range of die-cast aluminium and extruded bulkhead luminaries offered in two style variant - They are suitable for both interior and exterior.
Wall
1
SUPPLIER:REGENT LIGHTING SOLUTIONS PRODUCT CODE:GEO ADVANCED
SUPPLIER:REGENT LIGHTING SOLUTIONS PRODUCT CODE:LINEAR LED COVE
Wall
Description:This round wall or ceiling mounted sconces with UV stablised high impact opal acrylic diffuser. A range of die-cast aluminium and extruded bulkheads lumninaries offered in three style variants. Available as an emergency lighting variant-they are suitable for both interior and exterior applications.
IMAGE
Description:The Kalypso round is a small surface mounted cylindrical down lighter with an elegant design to decorate your interiors.
IMAGE 6 Per block
Ceiling
SUPPLIER:REGENT LIGHTING SOLUTIONS PRODUCT CODE:KALYPSO ROUND PRO
4
LIGHT FITTINGS
3
SUPPLIER:REGENT LIGHTING SOLUTIONS PRODUCT CODE:SOLO CROSS ARM
SUPPLIER: PRODUCT CODE: Description
IMAGE
SUPPLIER: PRODUCT CODE: Description
IMAGE
SUPPLIER: PRODUCT CODE: Description
12 / 13
2 Fittings per floor/duct
6 Fittings,2 around each mirror
2 wall
Description:This luminare provides a stylish solutions for creating a visual impact for interior of architectural buildings
TOTAL NO. OF FITTINGS
SPECIFICATION
Reference Drawings
Globe
Type
Fitting No.
NEW FITTINGS
IMAGE
Ironmongery Schedule
SPECIFICATION Door No.: D01
Door location & type: Shop-front / Entrance door (Aluminium Frame with Glass Panes)
Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes:
Ironmongery Schedule
SPECIFICATION Door No.: D10
Door location & type: Office door(First Floor, Aluminium Frame with single pane glass insert
Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes:
[011 624 3535] Mildo Projects [011 760 2407]
IRONMONGERY Pull Straight Fixing centers:150mm / Annodized Aluminium Contract Hardware CH1321 [011 624 3535] Mildo Projects [011 760 2407] 02. Lockset Electric Lock / 60 Backset / Stainless Steel Description: Contract Hardware Locking mechanism to CH1555 lock front door [011 624 3535] Mildo Projects [011 760 2407] 03. Cylinder / Mortice lock Cisa Cylinder lock / 42.5mm / Single Cylinder with adjustable cam Description: Contract Hardware Mechanism within lockset CH1703 used for key insertion [011 624 3535] 04. Hinges, type & No. Stainless steel, sinkless Hinge / 100mm x 75mm x 3mm / Stainless Steel Description: Contract Hardware Mechanism to allow door CH1903 to open and close(to allow [011 624 3535] door swing) No. 3 per door Mildo Projects [011 760 2407] 05. Door Stop (if applicable) Half Moon Door Stop / Aluminium Components then stops the Contract Hardware door from colliding with a CH2057 wall. [011 624 3535 Mildo Projects [011 760 2407] 06. Door Closer (if applicable) Cam-Action Slide Channel Door Closers Description: Contract Hardware Mechanism that closes CH1753 door when not properly [011 624 3535] manually closed Mildo Projects [011 760 2407] 07. Push Plate (if applicable) Description: 01. Door Handle Description: Pull handle to open/close heavy door
IMAGE
01. Door Handle Description: Handle mechanism to open door. 02. Lockset Description: Locking mechanism to lock door
IMAGE
IMAGE
IMAGE
03. Cylinder / Mortice lock Description:
[011 624 3535] Mildo Projects [011 760 2407] IRONMONGERY Door Handle (Vita Legno Handle) Satin / Walnut wood Contract Hardware CH3025 [011 624 3535] Mildo Projects[011-760-2407] Stainless Steel Rebate Conversion Set for 2 lever Upright Lock Contract Hardware CH1451 [011 624 3535] Mildo Projects[011-760-2407] N/a
IMAGE
IMAGE
IMAGE
04. Hinges, type & No. Description: Mechanisme to allow door to swing. No, 2 per door 05. Door Stop (if applicable) Description: Mechanism to stop door from colliding with wall
Howick Metal Products Brass Handle Contract Hardware CH1940 [011 624 3535] Mildo Projects[011-760-2407] Assa Alboy - Half Moon Doorstop / Aluminium Contract Hardware CH2057 [011 624 3535] Mildo Projects[011-760-2407] 06. Door Closer (if applicable) N/a Description:
IMAGE
IMAGE
IMAGE
IMAGE
07. Push Plate (if applicable) N/a Description: IMAGE
08. Kick Plate (if applicable) Description:
IMAGE
08. Kick Plate (if applicable) Description:
N/a
IMAGE
IMAGE
2192396 PROJECT:
Perfoming Arts School DRAWING NUMBER: 02T2
2179641 CLIENT:
Wits University
ISSUED FOR:
1711844 STAND NUMBER:
2940
REVISION NUMBER: 3
1833372 TOWNSHIP:
Johannesburg
DATE:
20/10/2021
2193758 PROJECT NUMBER:
PRT2L
CHECKED BY:
M. Bham
DRAWN BY:
S van Heerden
Construction
Student No.'s
IRONMONGERY SCHEDULE GROUP NO. 2
Student No.'s
GROUP NO. 2
IRONMONGERY SCHEDULE
2192396 PROJECT:
Performing arts School DRAWING NUMBER: 02T2
2193758 CLIENT:
Wits University
ISSUED FOR:
2179641 STAND NUMBER:
2940
REVISION NUMBER: 1
1711844 TOWNSHIP:
Johannesburg
DATE:
1833372 PROJECT NUMBER:
PRT2L
CHECKED BY:
M. Bham
DRAWN BY:
S van Heerden
Construction 20/10/2021
Ironmongery Schedule
SPECIFICATION Door No.:
Door location & type: Ground Floor Ablution (Entrance to Ablution), Louvered Aluminium Door
Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes: 01. Door Handle Description: Solid handle used to open and close door, backplate can be used to push open 02. Lockset Description:
[011 624 3535] Mildo Projects [011 760 2407] IRONMONGERY Aluminium Sable Pull Handle on 3mm Aluminium Backplate Contract Hardware CH1319 [011 624 3535] Mildo Projects [011 760 2407] N/a
IMAGE
IMAGE
03. Cylinder / Mortice lock Description:
N/a
04. Hinges, type & No. Description: Mechanism to allow door to swing No. 2 05. Door Stop (if applicable) Description: Mechanism stopping door from colliding with a wall
Stainless steel. Sinkless Hinge. 100mm x 75mm x 3mm. Contract Hardware CH1903 [011 624 3535] Mildo Projects [011 760 2407] Assa Abloy - Halfmoon doorstop / Aluminium Contract Hardware CH2057 [011 624 3535] Mildo Projects [011 760 2407] Dorma. Rack and Pinion Projecting Arm Closers. Contract Hardware CH1757 [011 624 3535] Mildo Projects [011 760 2407] N/a
IMAGE
06. Door Closer (if applicable) Description: Mechanism to allow door to close automatically when not properly closed 07. Push Plate (if applicable) Description:
Ironmongery Schedule
SPECIFICATION
IMAGE
IMAGE
Door No.: D04
Door location & type: Ground floor Ablution, Cubicle Door (15mm Melawood )
Product: Supplier Product Code: Contact Details of Supplier: [011 624 3535] Preferred Installer Mildo Projects [011 760 2407] Notes: IRONMONGERY 01. Door Handle Martinelli Ring Handle / Chrome Description: Contract Hardware Handle used to open and CH3018 close cubicle door [011 624 3535] Mildo Projects [011 760 2407] 02. Lockset Assa Abloy Rim Lock with Plastic Knob / Painted Black Description: Contract Hardware Mechanism used to lock CH1501 door from inside of cubicle [011 624 3535] Mildo Projects [011 760 2407] 03. Cylinder / Mortice lock N/a Description:
IMAGE
IMAGE
IMAGE
04. Hinges, type & No. Howick Metal Products Canopy Hinge Size: 80 x 75mm / Aluminium Description: Contract Hardware Mechanism that allows for d CH1944 No. 2 per door [011 624 3535] Mildo Projects [011 760 2407] 05. Door Stop (if applicable) Wall mounted door stop / Stainless Steel Description: Contract Hardware Mechanism stops door from CH2058 colliding with cubicle wall. [011 624 3535] Mildo Projects [011 760 2407] 06. Door Closer (if applicableN/a Description:
IMAGE
IMAGE
IMAGE
IMAGE
07. Push Plate (if applicable N/a Description: IMAGE
08. Kick Plate (if applicable) Description: Plate installed on door, can use feet to open door if using a handle is not desired
IMAGE
08. Kick Plate (if applicable) N/a Description:
Kick Plate 150x4m Stainless steel Finish L009 FIT Buco 1236391 [27117953733] (Honeydew) Mildo Projects [011 760 2407]
IMAGE
IMAGE
2192396 PROJECT:
Performing Arts School DRAWING NUMBER: 03T2
2179641 CLIENT:
Wits University
ISSUED FOR:
1711844 STAND NUMBER:
2940
REVISION NUMBER: 1
1833372 TOWNSHIP:
Johannesburg
DATE:
20/10/2021
2193758 PROJECT NUMBER:
PRT2L
CHECKED BY:
M. Bham
DRAWN BY:
S. van Heerden
Construction
Student No.'s
IRONMONGERY SCHEDULE GROUP NO. 2
Student No.'s
GROUP NO. 2
IRONMONGERY SCHEDULE
2192396 PROJECT:
Performing Arts School DRAWING NUMBER: 02T2
2179641 CLIENT:
Wits Uniersity
ISSUED FOR:
1711844 STAND NUMBER:
2940
REVISION NUMBER: 2
1833372 TOWNSHIP:
Johannesburg
DATE:
20/10/2021
2193758 PROJECT NUMBER:
PRT2L
CHECKED BY:
M. Bham
DRAWN BY:
S. van Heerden
Construction
Ironmongery Schedule
SPECIFICATION Door No.: D03
Door location & type: Ground Floor fire escape, Fire Escape Door (Class B Hardboard)
Product: Supplier Product Code: Contact Details of Supplier: Preferred Installer Notes:
[011 624 3535] Mildo Projects [011 760 2407] IRONMONGERY Assa Abloy. Panic Latch- single point, central latch. Door 900mm max. Contract Hardware CH1851 [011 624 3535] Mildo Projects [011 760 2407] N/a
01. Door Handle Description: Mecanism used to open emergency fire escape door 02. Lockset Description:
IMAGE
IMAGE
03. Cylinder / Mortice lock Description:
N/a IMAGE
04. Hinges, type & No. Description: Mechanism used to allow for door swing No. 3 per door 05. Door Stop (if applicable) Description:
Howick Metal Product 100mm x 44mm / Aluminium Contract Hardware CH1941 [011 624 3535] Mildo Projects [011 760 2407] Wall Mounted Door Stop. Contract Hardware CH2058 [011 624 3535] Mildo Projects [011 760 2407] 06. Door Closer (if applicable) Dorma. Rack and Pinion Projecting Arm Closers. Description: Contract Hardware Door stop used to stop CH1758 door from colliding with wall [011 624 3535] Mildo Projects [011 760 2407] 07. Push Plate (if applicable) PUSH PLATE 150X150 2MM / Aluminium Description: Handles Inc. Plate mounted to door, used H5001 to push open door with hands [+27877110470] Hanldes Inc Parkhurst Mildo Projects [011 760 2407] 08. Kick Plate (if applicable) Kick Plate 150 x 4mm stailess finish L009 FIT Description: Buco Plate mounted to doorm used to 1236391 push open door with feet. [27117953733] (Honeydew) Mildo Projects [011 760 2407]
IMAGE
IMAGE
IMAGE
IMAGE
IMAGE
Student No.'s
GROUP NO. 2
IRONMONGERY SCHEDULE 2192396 PROJECT:
Performing arts School DRAWING NUMBER: 02T2
2179641 CLIENT:
Wits University
ISSUED FOR:
1711844 STAND NUMBER:
2940
REVISION NUMBER: 2
1833372 TOWNSHIP:
Johannesburg
DATE:
20/10/2021
2193758 PROJECT NUMBER:
PRT2L
CHECKED BY:
M.Bham
DRAWN BY:
S van Heerden
Construction