S.MKANSI | 4th Year - Advanced Diploma Portfolio

FINAL YEAR PORTFOLIO ADVANCED DIPLOMA IN ARCHITECTURAL TECHNOLOGY CAPE PENINSULA UNIVERSITY OF TRCHNOLOGY

SAARAH MKANSI

C ON TENT

THE GREEN HUB - ZENNEPARK Improve the lifestyle to create a sense of belonging

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THE GREEN HUB ZENNE-PARK

THE GREEN HUB ZENNE-PARK

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THE GREEN HUB

SAARAH MKANSI AND SARAH KALIVANDA STUDIO CAPE TOWN - BRUSSELS GSPublisherVersion 0.0.100.100

Jan-June 2023

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REESEARCH CENTER

KYLEMORE COMM-UNITY CENTER

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Ground storey

THE GREEN HUB PROJECT BRIEF

Nurturing a Flourishing Community through a Harmonious Blend of Work

PROJECT TYPE

Mixed use

SITE LOCATION

Zennepark, Canal North-East Belgium

PROJECT DESCRIPTION

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SAARAH MKANSI AND SARAH KALIVANDA STUDIO CAPE TOWN - BRUSSELS

Jan-June 2023

Zennepark, located in the heart of the Canal North-East neighborhood, is set to be revitalized as a vibrant hub for community engagement and cultural celebration.

The project aims to transform the park into a safe and inviting space that connects with the neighborhood, promoting unity and growth. The plan includes repurposing existing industrial buildings into versatile spaces, such as a wood workshop and an urban garden, to add cultural vibrancy and foster artistic expression.

The goal is to create an inclusive and dynamic environment that honors the neighborhood’s diverse cultural heritage and enhances the overall quality of life for residents.

Together, this revitalization will breathe new life into Zennepark, creating a thriving community space for a brighter future.

thriving community space for a brighter future.

SPATIAL ORGANISATION + CIRCULATION SPATIAL ORGANISATION AND CIRCULATION

On the first floor of the building, an urban garden filled with horticultural wonders awaits, nestled gracefully alongside a charming cafe and a cozy seating alcove. This horticulture area serves as a multifaceted space, far more than just a provider of nourishment. While it does supply fresh and wholesome food, it also serves as an educational hub, imparting knowledge about sustainable gardening practices to the community.

ZENNE-PARK THE GREEN HUB

Moreover, the horticulture area takes on a greater role as a giver back to the community, creating job opportunities for the locals. This offers a chance for individuals to be a part of nurturing and cultivating the earth’s bounty, fostering a sense of belonging and pride within the community.

The products harvested within this flourishing urban garden find their way to multiple destinations. Some are delivered fresh, straight to local markets, while others are lovingly prepared and thoughtfully distributed to various locations. These fresh and wholesome products also become a vital ingredient within the cafes that grace the building, enhancing the culinary experience with their natural goodness.

In essence, the first floor horticulture area blossoms into more than just a garden. It emerges as an educational center, a source of employment, and a provider of nourishment to both the body and the soul. With every harvested bounty, it continues to enrich the lives of the community it serves, offering a living testament to the power of cultivating the earth and cultivating community connections.

Roof

Residential storey

The Ground floor of the building is a special place where creativity and craftsmanship come together. The main focus is the wood workshop, where skilled craftsmen work their magic. They transform raw wood into beautiful and intricate pieces of art that showcase their dedication and talent.

Inside the building’s welcoming foyer, you’ll find a delightful surprise. The woodwork masterpieces are proudly displayed on the walls like a beautiful art gallery. Each piece tells a story of the skill and creativity of the craftsmen. It’s a wonderful experience to see these creations up close and appreciate all the little details that make them so unique.

The exhibition space is where a curated collection from the woodworkshop is displayed. People from all walks of life visit this place to admire the art and find inspiration.

In summary, the Ground floor is a dynamic and creative space. It brings together the beauty of woodworking and the expression of art. It represents the true spirit of the building, where passion and skill unite to create something truly remarkable. Every visitor leaves feeling

First storey

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The wood workshop area where assembly and packaging take place

finish product space

Kitchen

Wood workshop Seating space Green eatry

The Green take-away eatry

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The use of double volume to create a sensory experience.

Wood workshop assembly space

Wood workshop cutting space

Exhibition

The horticulture area is enclosed with glazing, providing a connected space and allowing for unobstructed views.

Horiculture Cafe Horiculture storage

Horiculture

Horiculture kitchen

Leisure Space

The horticulture area functions as a harvest site and an educational center.

The fruits and vegetables grown here are used to prepare food distributed to various markets, as well as in the building’s cafe and green take-away. Additionally, it fosters community involvement by creating job opportunities for the neighborhood.

Behind the book sleeve, there’s a cozy seating alcove where you can sit and enjoy reading a book.

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RESIDENTIAL + ROOF GARDEN

The roof garden is meant for residents to have their own space and enjoy leisure time outside their apartments. It includes a designated gardening area where people can grow their favorite fruits and vegetables.

The studio residential unit provides a balcony, offering a connection to the street while also creating a cozy living space.

The roof garden includes a cozy enclosed cinema area, surrounded by a timber structure.

02

REESEARCH CENTER PROJECT BRIEF

To design a Research facility with the consideration of appropriate and engaging volumes and tectonics

PROJECT TYPE

Research Institution

SITE LOCATION

Diep River, Cape Town

PROJECT DESCRIPTION The Ree Research Center is a facility focused on food processing and research. It’s constructed with a concrete frame structure and includes a partial basement that’s designed to seamlessly blend with the natural slope of the site.

The building also features a unique double-skin facade made of timber cladding and glazing, which serves to introduce natural light and provide captivating views.

Moreover, the building boasts a timber roof, enhancing its overall volume and creating a rich sensory experience.

The building follows a linear form, driven by sustainability principles that ensure each space receives an equal share of natural light and offers a connection to the outdoors. This design approach aims to harmonize the interior spaces with the external environment.

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PROCESS SECTION MODELS SITE ANALYSIS

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Gridline

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ODELS

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KYLEMORE COMM-UNITY CENTER PROJECT BRIEF

The focus is on architectural heritage

PROJECT TYPE

Community Center

SITE LOCATION

Kylemore, Cape Town

PROJECT DESCRIPTION The project focuses on the development of an architectural concept for a community center in Kylemore, a residential area created for residents who relocated from the neighboring village of Pniel.

The primary aim is to synthesize contextual and programmatic information to establish a starting point for the design process.

The project is part of a larger research endeavor, emphasizing architectural heritage and intangible heritage.

The goal is to address community aspirations in the design proposal, particularly through a sketch presentation.

Kylemore lacks a defined town center but hosts several churches, community organizations, and home-based entrepreneurial activities.

The proposed site for the community center is at the town’s north-eastern corner, intending to leverage the boundary between the town and the nearby nature/recreation area for communal activities.

The intention is for the building to harmonize with the historical built context, emphasizing its social function while reinforcing the community’s social fabric.

S Views

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Site layout plan

G R O U N D

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Site Analysis

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Climate analysis SECTION EXPLORATION SAARAH MKANSI | 218210892 HERITAGE | REPRESENTATION SKETCH | DESIGN

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THROUGH ROUTE AND THRESHOLD

Programme Relation ProgrammeRELATION Relation PROGRAMME

KEY ANALYSIS DIAGRAMS

Circulation

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Site layout plan

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GROUND FLOOR

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ARCHITECTURAL LANGUAGE

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C ON TENT

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TIMBER PAVILLION

FACADE STUDY

TECHNICAL DEVELOPMENT

48x74mm CCA H3 treated PAR Purlins

48x149mm CCA H3 treated PAR Rafters

48x149mm CCA H3 treated PAR Beams

Customized mild steel bracket

48x225mm CCA H3 treated PAR Timber Post

Bolt

Customized mild steel bracket

Structural Elements

Galvanised IBR 686 roof sheeting

36x111mm SA Pine bottom plate

22x118mm red grandis t&g decking oiled

DRAWN BY:

12x2440x1200mm pine exterior play

Saarah Mkansi

STUDENT NO: 50x152mm SA pine floor Joist

290x290x195 expanded polystyrene concrete ( EPScrete)

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TIMBER PAVILLION PROJECT BRIEF

To design a temporary timber Pavillion

PROJECT TYPE

Pavillion

SITE LOCATION

District Six CPUT campus - Courtyard

PROJECT DESCRIPTION To design a temporary timber Pavilion , that is operational in a warm climate. Creating a comfortable, open-air space that blurs the transition between the surround and the pavilion. It is required to have a book exchange compartment which will serve as an exchange of knowledge among the community.

PRECEDENT ANALYSIS Archdaily, 2018

through route moment

threshold

TS1.2 INTERIM

Timber Diagonal post-Primary PRECEDENT ANALYSIS

Timber Beams

Bolts and

Design Resolution

Year : 2018

TIMBER_PAVILION Timber Post

The loggia has a private or semi-public space, basically a floor, a roof Archdaily, Timber beam and pillars to keep them apart creating a space. It provides the double2018 The loggia has function a private or space, basically floor, aSuspended roof of semi-public an inner space to gather a perimeter thatTimber is just asfloorMetal bracketinaand and pillars to keep them apart creatingthe a space.

It provides the double providing opportunity of informal interaction, viewLoggia d`Ombra / In Praise of Shadowsimportant _VENICE, ITALY Bolta and nut function of an inner space to gather in and perimeter that is just as ing and being seen( Archdaily, 2018).

Archdaily, 2018

Brief: Very basic, safe, comfortable open-air reading environment for at least 2 people (2 reading spots).Book exchange box,sun and Timber flooring weather-proof box that would serve as Puplic community book exchange point.Bike rack for 4 bikes.Timber Joist Semi-public book shelf

Materiality Puplic Archdaily,Laminated 2018 Veneer Lumber (LVL) space chdaily, 2018Steel connections Concrete Rika Block for the foundation

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Technical Resolution

12x2240x1200 External ply wood

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Timber Rafters

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Slotted steel Joint between Timber flooring timber members(Post)

48x225mm CCA H3 treated PAR wallplate

50x152mm SA pine floor Joist

36x36 CCH H2 treated PAR Timber cladding

Timber Rafters 290x290x195 expanded polystyrene concrete ( EPScrete)

DRAWN BY:

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Circulation Diagram

Timber Rafters

DRAWN BY: Saarah Mkansi Detail 04 Wall to Roof NO: joint STUDENT

Timber Diagonal post-Primary structure. leaning in section allowing the roof to be larger than the floor to provide shelter also for the perimeter (Archdaily, 2018)

Suspended Timber floor-

environment for at least 2 people (2 reading SHEET 1 OF 3 Rika Block spots).Book exchange box,sun and Bolt and nut weather-proof box that would serve as Timber beam 12x2240x1200 Brief:Brief: Very basic, safe, comfortable open-airopen-air reading reading Diagonal timber post Very basic, safe, comfortable Suspended Timber floorcommunity book exchange point.Bike rack for 4 bikes.

Suspended Timber floorMetal bracket External ply Timber post connection to wood timber Timber Joist Reference environment for at least people (2 reading environment for at 2least 2 people (2 reading Timber flooring floor and to the /Rafter flooring ArchDaily. (2018). Loggia d`Ombra In Praise of Shadows. [online]https://www.archdaily.com/900018/loggia-dombra-in-praise-of-shadows [Accessed 03 Timber March 2023]. spots).Book exchange box,sun and Bolt and nut box,sun spots).Book exchange and Materiality weather-proof box that would serve as weather-proof box that would serve as community book exchange point.Bike rack for 4 bikes.

Laminated Veneer Lumber (LVL) community book exchange point.Bike rack for 4 bikes.

Metal bracket Archdaily, 2018 Steel connections Rika Block Archdaily, 2018 Digonal Timber post Materiality Concrete Rika Block for the foundation Materiality Bolt and nut Structural Principal Metal bracket

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50x152 Timber joist

Timber Joist

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Structural Grid

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Location: Cput districit six Campus Bolt and nut Metal bracket

West Elevation

Location: Cput districit six Campus Timber joist connection to the rika black Bolt and nut

Location: Cput districit six Campus

Archdaily, 2018

Timber Beams 12x2240x1200 External ply wood

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Interlocking joints

Saarah Mkansi

Timber Beams

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Digonal Timber post

Timber Joist Timber flooring Reference Steel bracket ArchDaily. (2018). Loggia d`Ombra / InMetal Praise of Shadows. [online]https://www.archdaily.com/900018/loggia-dombra-in-praise-of-shadows [Accessed SHEET 4 OF 3 Timber Joist 03 March 2023].

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North elevation

Timber post connection to timber floor and to the Rafter

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I-section

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Bicycle Rack

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SHEET 4 OF 3 Bench

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Bicycle Rack

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ws. [online]https://www.archdaily.com/900018/loggia-dombra-in-praise-of-shadows [Accessed 03 March 2023].

Book shelve Plant shelve

Bench

36x36 CCH H2 treated PAR Timber cladding nailed into 48x225mm CCA H3 treated PAR Timber beams.

SHEET 4 OF 3

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DRAWN BY: Saarah Mkansi

FLOOR PLAN

SHEET 4 OF 3

Ground Floor Plan

A

STUDENT NO: Book shelve

218210892

DATE 2023/11/08 SCALE 1:25

NOT TO SCALE

Plant shelve

D-04

Galvanised IBR 686 roof sheeting screw fixed to 48x74mm CCA H3 treated PAR Purlins, bolted with a L-shaped mild steel plated to 48x149mm CCA H3 treated PAR Rafters, slotted into to 48x149mm CCA H3 treated PAR wall plate Fixed to 48x225mm CCA H3 treated PAR Timber post with a mild steel bracket

SHEET 1 OF 3

SHEET 1 OF 3

Timber Joist

Steel

SHEET 2 OF 3

SHEET 1 OF 3

lack

SHEET 11 of 13

Timber Post

Timber Joist

SHEET 2 of 13

Steel

ound Floor Plan

nut

Interlocking joints

Timber flooring

50x152 Timber joist Timber flooring

etal bracket

DATE 2023/11/09 SCALE 1:5

Bolts and

DATE 2023/11/08 SCALE not to scale

Timber Post

218210892

Timber Beams

218210892

Bolts and

STUDENT NO:

Galvanised IBR 686 roof sheeting screw fixed to 48x74mm CCA H3 treated PAR Purlins, bolted with a L-shaped mild steel plated to 48x149mm CCA H3 treated PAR Rafters, slotted into to 48x149mm CCA H3 treated PAR Beams Fixed to 48x225mm CCA H3 treated PAR Timber post with a mild steel bracket

SHEET 4 OF 3

STUDENT NO:

Bolt and nut

Timber beam

t

Interlocking joints

Timber rafter

Metal bracket

Rika Block

Timber flooring

Timber rafter

Timber rafter

DRAWN BY:

Typology:Skeletal structure

Saarah Mkansi

SHEET 12 of 13

GSPublisherVersion 0.5.100.100

Laminated Veneer Lumber (LVL) SteelLaminated connectionsVeneer Lumber (LVL) Steel connections Concrete Rika Block for the foundation

48x149mm CCA H3 treated PAR Rafters 48x225mm CCA H3 treated PAR wallplate

Timber joist connection to the rika black

Timber post connection to the Rafter

Circulation Diagram Circulation Diagram

L-shaped mild steel plate

36x111mm SA Pine bottom plate

Detail 05 foundation to wall

Diagonal post-Primary Timber Diagonal Timber post-Primary Steel structure. leaning in section structure. leaning in section allowing the roof to be largallowing the roof to be largDigonal Timber post ertothan the floor to provide er than the floor provide I-section shelter also for the perimeter shelter also for the Timber perimeter 50x152 joist (Archdaily, Brief: Very basic, safe, comfortable open-air reading2018)(Archdaily, 2018)

East Elevation

Timber post connection to timber floor and to the Rafter

Timber Post

48x74mm CCA H3 treated PAR Purlins

12x2240x1200 External ply wood

Rika Block

threshold

Timber Beams

Galvanised IBR 686 roof sheeting screw fixed

50x152 Timber joist

through route Timber flooring moment

South Elevation floor and to the Rafter

22x118mm red grandis t&g decking oiled

Typology: Skeletal structure

Archdaily, 2018

Interlocking joints

Timber rafter Bolt and nut

SHEET 1 OF 3

Location: CputDefinition districit six Campus Space

The loggia has a private or semi-public space, basically a floor, a roof and pillars to keep them apart creatingCCA a space.

It provides theTimber doublePost 48x225mm H3 treated PAR function of an inner space to gather in and a perimeter that is just as important providing the opportunity of informal interaction, viewing and being seen( Archdaily, 2018).

structure. leaning in section Loggia d`Ombra / In Praise of Shadows _VENICE, ITALY allowing the roof to be larger than the floor to provide Area 50 m² of Shadows _VENICE, ITALY Loggia d`Ombra / In: Praise shelter also for the perimeter Architects: InYear Praise of Shadows : 2018 (Archdaily, 2018) Area : 50 m²

Architects: In Praise of Shadows PRECEDENT ANALYSIS

Technical Resolution

space

Loggia d`Ombra / In Praise of Shadows _VENICE, ITALY Architects: In Praise of Shadows Area : 50 m² Year : 2018

Timber Rafters

Interlocking joints

Timber rafter

PRECEDENT ANALYSIS

Timber Rafters

STUDENT NO:218210892

Prcocess Page

SAARAH MKANSI

Circulation Diagram

Detail 05

Suspended Timber floor-

Detail 04

CIRCULATION Function

Ramp

D-07

36x36 CCH H2 treated PAR Timber cladding slotted into 38x38 SA Pine battens fixed at Dupont Tyvek house wrap breather membrane laid on the 12x2440x1200mm Pine interior ply screwed to Timber post 22x118mm red grandis t&g decking oiled, fixed to 12x2440x1200mm pine exterior play bonded with boil proof glued fixed to 50x152mm SA pine floor joist slotted into 290x290x195 expanded polystyrene concrete ( EPScrete)

DR

Saa

STU

2182

48x225mm CCA H3 treated PAR Timber Post

48x225mm CCA H3 treated PAR Timber Post

Galvanised IBR 686 roof sheeting 48x74mm CCA H3 treated PAR Purlins

48x149mm CCA H3 treated PAR Rafters

Customized mild steel brackets

48x225mm CCA H3 treated PAR Timber Post

Mild steel bracket Bolt

22x118mm red grandis t&g decking oiled

36x111mm SA Pine bottom plate 12x2440x1200mm pine exterior play

36x36mm CCA H3 treated PAR Timber Post

Ramp

Details 03

48x149mm CCA H3 treated PAR Rafters

Detail 02

Details 01

Galvanised IBR 686 roof sheeting 48x74mm CCA H3 treated PAR Purlins

Customized mild steel brackets

50x152mm SA pine floor Joist

48x225mm CCA H3 treated PAR Timber Post 290x290x195 expanded polystyrene concrete ( EPScrete)

36x36 CCH H2 treated PAR Timber cladding

DRAWN BY: Saarah Mkansi

STUDENT NO: Detail 01 Wall to Roof Joint

218210892

DATE 2023/11/09 SCALE 1:5

DRAWN BY:

DRAWN BY: Saarah Mkansi Detail 03 STUDENTFoundation NO: to wall joint

Detail 02 Wall to Roof Joint

SHEET 8 of 13 GSPublisherVersion 0.5.100.100

Saarah Mkansi

STUDENT NO:

218210892

218210892

DATE 2023/11/09 SCALE 1:5

DATE 2023/11/09 SCALE 1:5,08

SHEET 9 of 13

SHEET 10 of 13

Section B-B

GSPublisherVersion 0.5.100.100

GSPublisherVersion 0.5.100.100

Galvanised IBR 686 roof sheeting screw fixed to 48x74mm CCA H3 treated PAR Purlins, bolted with a L-shaped mild steel plated to 48x149mm CCA H3 treated PAR Rafters, slotted into to 48x149mm CCA H3 treated PAR Beams Fixed to 48x225mm CCA H3 treated PAR Timber post with a mild steel bracket

D-01

D-02

48x225mm CCH H2 treated PAR Timber Post bolted to the floor with a mild steel galvanized bracket

22x118mm red grandis t&g decking oiled, fixed to 12x2440x1200mm pine exterior play bonded with boil proof glued fixed to 50x152mm SA pine floor joist slotted into 290x290x195 expanded polystyrene concrete ( EPScrete)

36x36 CCH H2 treated PAR Timber cladding slotted into 38x38 SA Pine battens fixed at Dupont Tyvek house wrap breather membrane laid on the 2x2440x1200mm Pine interior ply screwed to Timber post

DRAWN BY: Saarah Mkansi

STUDENT NO: D-03

218210892

DATE 2023/11/08 SCALE 1:25

1.Screening Customized gold perforated aluminum 15mmx80mm fixed to 15mmx80mm galvanized mild steel arm chemically fixed into pre-drilled holes in-suit reinforced concrete as per engineers details and specs

2.15mmx80mm galvanized mild steel arm, chemically fixed into pre-drilled holes with botls in-suit reinforced concrete as per engineers details and specs

3.Steel grids | Gantry Walkway 4.Curtain wall

02

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to 228mm transoms and 228 mm mullions

5.Brick retaining wall 72x110x220mm common clay brick, with the cavity filled with concrete as per engs+spec. The Outerwall of the retaining wall is coated with sika cemflex cementitious water proofing protected by a pvc dimple sheet.

FACADE STUDY

6.In-situ reinforced concrete as per engineers specs

PROJECT BRIEF

To design a new front and back facade for an existing 3-storey concrete-framed structure

PROJECT TYPE

Facade Studies

SITE LOCATION

CBD at 33 Waterkant street Cape Town

06

PROJECT DESCRIPTION Through exploration of the existing structure and context, precedent studies and different curtain wall typologies, I tasked to design a curtain wall facade that responds to the various factors at play, including the programme and the climatic conditions.

05 04 03

02

The inclusion of protruding screening systems are allowed, but any projections from the front and back facade are limited to 1000mm. The existing structure, including the upstand beams, are to remain unaltered.

Materiality had to be taken into account.

01

EXPLODED DRAWING | North-Eastern Façade GSEducationalVersion GSPublisherVersion 0.14.100.100 0.24.100.100

SM - 218210892

11

5,310

5,148

5,282

A

B

B

A

5,282

5,148

5,310

1,920

1,920

0,997 1,005 1,005 1,005 1,005 1,005 1,005 1,005 1,005 1,005 1,005 1,005 1,005

1,920

10,530

Direct Sunlight

Indirect Sunlight

Direct Sunlight

D5

D5 1,920

rect Sunlight

D9

8,921

7,680

D9

2,850

Indirect Sunlight Indirect Sunlight

North-Eastern Façade | Scale 1:100

South-Western Façade | Scale 1:100 1.12x65mm long hex head self-drilling screws

Direct Sunlight

Indirect Sunlight

Direct Sunlight

8. Extruded Safintra Aluminum zinc coated 228mm mullion

2.Customized gold perforated aluminum 15mmx80mm

D-05

A

Direct Light Shining through the perforated screening

9.Safintra Aluminum zinc coated extruded cover cap

3.15mmx80mm galvanized mild steel arm A

Indirect Sunlight

Direct Light Shining through the perforated screening

B

1

10.Customized gold perforated aluminum 15mmx80mm

4.Safintra Aluminum zinc coated wall head extrusion curtain wall Trim cover,Allow weep holes in pressure bar and trim cover to allow curtain wall head to drain to exterior

11.Customized gold perforated aluminum 12. Extruded Safintra Aluminum zinc coated transom

5.Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to 228mm transoms and 228 mm mullions

1

Direct Light Shining through the perforated screening

13. Window Cill 2mm Safintra Aluminum zinc coated sheet, on 12 mm plywood fixed with concealed 50mm treaded screws into concrete upstand beam

6.Pressure Plate 7.Glazing gasket 2

A

2 Direct Light Shining through the

Direct Light Floor with high thermal mass absorbs heat during perforated screening Shining the the day and helps tothrough even out tempertaure changes perforated screening

3

B

DY

10 3

11

Floor with high thermal mass absorbs heat during the day and helps to even out tempertaure changes

3

4

4

Exterior | Gantry walkway

12

4

FACADE CLIMATE STUDY

5

6 7 8 9

Floorwith withhigh high thermal mass absorbs heat during Floor thermal mass absorbs heat during theday dayand andhelps helps even tempertaure changes the toto even outout tempertaure changes

Floor with high thermal mass absorbs heat during the day and helps to even out tempertaure changes

Interior|Residential 13

B

CLIMATE STUDY

A

N

FACADE CLIMATE STUDY FACADE CLIMATE STUDY

Gantry walkway

1 2

B

Summer sun

Key Plan (First Storey Plan) | Scale 1:100

D 05 (Part Plan) | Scale 1:10

Sun set Sun rise

1. 10mm jointex between brick wall and spanderal box

A

Winter sun

A

9. Glazing gasket 10.Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to 228mm transoms and 228 mm mullions

2.Safintra Aluminum zinc coated back-pan

B

3.Silicone sealant and Ploycord 4.Extruded polystyrene insulation board 1

11.Pressure Plate

5.Separation tape between curtain mullion and steelangled plate

1

12.Thermal break 13.Safintra Aluminum zinc coated wall head extrusion curtain wall Trim cover,Allow weep holes in pressure bar and trim cover to allow curtain wall head to drain to exterior

6.Intermediate Panel Summer sun

7. Extruded Safintra Aluminum zinc coated 218mm transom

Summer sun

Summer sun

8.Extruded Safintra Aluminum zinc coated 218mm mullion

Sun set

2

14. Window Cill 2mm Safintra Aluminum zinc coated sheet, on 12 mm plywood fixed with concealed 50mm treaded screws into concrete upstand beam

2

A

Sun set Sun rise

Sun rise

Sun set

Winter sun

3

Winter sun

3

B

Sun rise Winter sun

SIGN

Summer sun

2

Sun set

1

Interior|Residential

4

4

4 5

8 9 10

6

Sun rise D-09

Winter sun

14 7

3

11 12 13

B

N

Exterior

FACADE CONCEPT DESIGN

FACADE CONCEPT DESIGN

A

B

Key Plan (Second Story Plan) | Scale 1:100

D 09 (Part Plan) | Scale 1:10 SM - 218210892

GSEducationalVersion GSPublisherVersion 0.14.100.100

02

Roof 700mm Galvanised steel Klip-Lok 700 Roof sheeting clip on kl 700 clip fixed at 100x50x20mm Lipped channel sheeting rail at 600mm c/c spacing

Safintra aluminum coated flashing bolted into sloped timber block

Safintra aluminum coated flashing on top of the sloped timber block

EPDM rubber (ethylene propylene diene monomer rubber)

Reinforced concrete column as per engineers details and specs Glazing gasket

Derbigum water proofing membrane

Silicone Sealant and Polycord

Powder-coated rigde

Silicone Sealant and Polycord

Thermal break

Glazing gasket

Pressure Plate

2mm Safintra Aluminum zinc coated sheet

Pressure Plate Separation tape between curtain transom and steel angled plate 12x65mm long hex head self-drilling screws

Steel grids

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to228mm transoms and 228 mm mullions

D-01

Concealed 50mm treaded screws into concrete upstand beam

12x65mm long hex head self-drilling screws

Aluminum Bitumen paint as solar reflective coating to protect membrane from UV radiation

15mmx80mm galvanized mild steel arm

EXTERIOR | Balcony

12mm plywood

Aluminum Bitumen paint as solar reflective coating to protect membrane from UV radiation

Separation tape between curtain transom and steel angled plate

Safintra aluminum coated flashing bolted into sloped timber block

15mmx80mm galvanized mild steel arm

EXTERIOR | Balcony

Customized gold perforated aluminum 15mmx80mm

INTERIOR| Residential

80mm

Extruded polystyrene insulation board

Gantry walkway

300x300mm hardwood tile decking

Safintra Aluminum zinc coated back-pan

Plastic pedestal placed Ventilated Cavity

Ventilated Cavity

40mm screed to fall at 1:60 to direct storm water

Customized gold perforated aluminum 15mmx80mm

Extruded polystyrene insulation board

100mm x 100 mm x 6mm galvanized mild steel equal angle chemically fixed into pre-drilled holes in in-suit reinforced concrete as per engineers details and specs.

300x300mm hardwood tile decking, fixed with brass screws to plastic pedestal placed on dpm waterproofing laid on a min of 40mm screed to fall at 1:60 to direct storm water to the outlet connected to the RWDP cast on a min185mm in-situ reinforced concrete as per engineers specs

Safintra Aluminum zinc coated back-pan

DPM lay

Spandrel box assembly 63.5mm ultra steel track fixed to curtain wall horizonal rail with 50mm treaded screw onto the horizontalrail of curtain wall, with Extruded polystyrene insulation board

100mm x 100 mm x 6mm galvanized mild steel equal angle chemically fixed into pre-drilled holes in in-suit reinforced concrete as per engineers details and specs

INTERIOR| Penthouse

10mm jointex between sloped timber block and concrete

Thermal break

190 x 291 concrete water enclosed with a 100 x 1.7m galvanized steel drainage grate

50

Separation tape between curtain transom and steel angled plate In-situ reinforced concrete as per engineers specs

Separation tape between curtain transom and steel angled plate

Extruded Safintra Aluminum zinc coated cover cap

40mm thick Extruded polysterene insulation board

Extruded Safintra Aluminum zinc coated 228mm transom

In-situ reinforced concrete as per engineers specs

Safintra Aluminum zinc coated curtain wall Trim cover Allow weep holes in pressure bar and trim cover to allow curtain wall head to drain to exterior

Extruded Safintra Aluminum zinc coated 228mm mullion

3mm Rhinolite Skim coat ceiling system 12x65mm long hex head self-drilling screws

9mm plasterboard 13x4.2mm screw

15mmx80mm galvanized mild steel arm

Reinforced concrete column as per engineers details and specs

3mm Rhinolite Skim coat ceiling system 9mm plasterboard

D-02

13x4.2mm screw

INTERIOR| Residential

CAPCO Galvanised angle 25mm x 25mm x 0.5 fixed with 2 wafertek screws

EXTERIOR | Gantry walkway

Bolts chemically fixed into pre-drilled holes in-suit reinforced concrete as per engineers details and specs

Extruded Safintra Aluminum zinc coated 228mm mullion 50mm SIGMA Plastertrim fixed to wall with 5/6/36 wall anchors at 450mm c/c

15mmx80mm galvanized mild steel arm

INTERIOR | Residential

EXTERIOR | Gantry walkway

Extruded Safintra Aluminum zinc coated 228mm transom

Screening Customized gold perforated aluminum 15mmx80mm fixed to 15mmx80mm galvanized mild steel arm chemically fixed into pre-drilled holes in-suit reinforced concrete as per engineers details and specs

CAPCO Galvanised angle 25mm x 25mm x 0.5 fixed with 2 wafertek screws

50mm SIGMA Plastertrim fixed to wall with 5/6/36 wall anchors at 450mm c/c

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to 228 mm transoms and 228 mm mullions

Gantry Walkway Curtain wall to concrete structure 100 x 100 mm galvanized mild steel equal angle chemically fixed into pre-drilled holes in in-suit reinforced concrete as per engineers details and specs, fixed to structural galvanized mild steel I-Section post, Post to be installedat min 1000mm c/c with allowance for separation tap and rubber gaskets between post and curtain wall.

Reinforced concrete column as per engineers details and specs

100mm x 100 mm x 6mm galvanized mild steel equal angle chemically fixed into pre-drilled holes

DETAIL 01| Scale 1:5 DETAIL 02| Scale 1:5 15mmx80mm galvanized mild steel arm

15mmx80mm galvanized mild steel arm

Customized gold perforated aluminum 15mmx80mm

Safintra aluminum coated flashing bolted into sloped timber block Customized gold perforated aluminum 15mmx80mm

INTERIOR| Residential

300x300mm hardwood tile decking

EXTERIOR | Balcony

Ceiling SIGMA Plater trim stain white epoxy coated aluminium shadoline cornice with 5/6/36 wall anchors @ 450c/c

2mm Safintra Aluminum zinc coated sheet, on 12 mm plywood fixed with concealed 50mm treaded screws into concrete upstand beam

Gantry Walkway

40mm screed to fall at 1:60 to direct storm water

In-situ reinforced concrete as per engineers specs

40mm thick Extruded polysterene insulation board

Ceiling SIGMA Plater trim stain white epoxy coated aluminium shadoline cornice with 5/6/36 wall anchors @ 450c/c

In-situ reinforced concrete as per engineers specs

Reinforced concrete column as per engineers details and specs

2mm Safintra Aluminum zinc coated sheet, on 12 mm plywood fixed with concealed 50mm treaded screws into concrete upstand beam

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to228mm transoms and 228 mm mullions

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to228mm transoms and 228 mm mullions

3D CUT-AWAY |DETAIL 02

SM - 218210892

3D CUT-AWAY | DETAIL 01 05

GSEducationalVersion GSPublisherVersion 0.13.100.100

Safintra Aluminum zinc coated aluminum formed closer .Apply angle at top and bottom of closer for sealant stop

Extruded Safintra Aluminum zinc coated transom

EXTERIOR

INTERIOR | Retail

100mm x 100 mm x 6mm galvanized mild steel equal angle

800mm

Bolts chemically fixed into pre-drilled holes into concretewindow cill

Safintra Aluminum zinc coated extruded cover cap

800mm

15mmx80mm galvanized mild steel arm, chemically fixed into pre-drilled holes with botls in-suit reinforced concrete as per engineers details and specs

06

GSEducationalVersion GSPublisherVersion 0.13.100.100

SM - 218210892

INTERIOR | Residential D-03

Spandrel box assembly 63.5mm ultra steel track fixed to curtain wall horizonal rail with 50mm treaded screw onto the horizontalrail of curtain wall, with Extruded polystyrene insulation board

Spandrel box assembly 63.5mm ultra steel track fixed to curtain wall horizonal rail with 50mm treaded screw onto the horizontalrail of curtain wall, with Extruded polystyrene insulation board

Extruded Safintra Aluminum zinc coated 228mm mullion

INTERIOR| Residential

EXTERIOR

Plastic pedestal placed

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass,

EXTERIOR

80mm

Extruded Safintra Aluminum zinc coated 228mm mullion

Reinforced concrete column as per engineers details and specs

Gantry walkway

Silicone Sealant and Polycord 30mm screed

Curtain wall Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to 228mm transoms and 228 mm mullions

EPDM rubber (ethylene propylene diene monomer rubber)

INTERIOR | Residential

EXTERIOR| Gantry walkway

Rainwater drip 10mm Jointex movement joint

Silicone Sealant and Polycord Concrete slab as be structural engineers details and specs

Brick grip DPC & DPM to overlap and joint pressure taper sealed

Glazing gasket One brick course weephole every third perpend

2mm Safintra Aluminum zinc coated sheet

EXTERIOR

INTERIOR| Retail

Thermal break Customized gold perforated aluminum 15mmx80mm

12mm plywood

Pressure Plate Separation tape between curtain transom and steel angled plate

D-04 Concealed 50mm treaded screws into concrete upstand beam

Steel grids 40mm thick extruded Polystyrene insulation board

12x65mm long hex head self-drilling screws

cavity filled with concrete as per engs+spec

Brick retaining wall 72x110x220mm common clay brick, with the cavity filled with concrete as per engs+spec. The Outerwall of the retaining wall is coated with sika cemflex cementitious water proofing protected by a pvc dimple sheet.

100mm x 100 mm x 6mm galvanized mild steel equal angle chemically fixed into pre-drilled holes in in-suit reinforcedconcrete as per engineers details and specs Ventilated Cavity

Separation tape between curtain transom and steel angled plate

Common clay bricks stretcher course

25mm sand laid

Silicone Sealant and Polycord

Pavement Common clay bricks stretcher course laid on 25mm sand laid on250 micron waterproofing membrane laid 150mm layer of compacted earth

Safintra Aluminum zinc coated aluminum formed closer .Apply angle at top and bottom of closer for sealant stop 250 micron waterproofing membrane

SIGMA Plater trim stain white epoxy coated aluminium shadoline cornice with 5/6/36 wall anchors @ 450c/c

150mm layer of compacted earth

Safintra Aluminum zinc coated curtain wall Trim cover Plywood rectangular dowel

Sika cemflex cementitious water proofing

4.Safintra Aluminum zinc coated wall head extrusion curtain wall Trim cover,Allow weep holes in pressure bar and trim cover to allow curtain wall head to drain to exterior

PVC dimple sheet

80mm x 50 mm x 6mm galvanized mild steel angle plate

Concrete footing to structural engineering details and specs

Vanished polished customized plywood concealer

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to 228mm transoms and 228 mm mullions

Safintra Aluminum zinc coated Aluminum curtainwall head extrusion

Extruded Safintra Aluminum zinc coated 228mm mullion

EXTERIOR

INTERIOR| Retail Reinforced concrete column as per engineers details and specs

DETAIL 04| Scale 1:5

DETAIL 03| Scale 1:5 Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate

North-Eastern Façade | Scale 1:25

Double glazing, 10 mm toughened GSEducationalVersion

Section A-A | Scale 1:25

SM - 218210892

03

Roof 700mm Galvanised steel Klip-Lok 700 Roof sheeting clip on kl 700 clip fixed at 100x50x20mm Lipped channel sheeting rail at 600mm c/c spacing

INTERIOR

EXTERIOR | Balcony D-08

Staircase 100x15x8mm stainless steel base plate fixed to concrete with expansion bolt as per vertical, 20x20mm mild steel square vertical bars at approx 120mm c/c Aluminum Bitumen paint as solar reflective coating to protect membrane from UV radiation

300x300mm hardwood tile decking, fixed with brass screws to plastic pedestal placed on dpm waterproofing laid on a min of 40mm screed to fall at 1:60 to direct storm water to the outlet connected to the RWDP cast on a min 185mm in-situ reinforced concrete as per engineers specs

150x50mm Safintra Aluminum zinc coated aluminum mullion

20x20mm mild steel square vertical bars at approx 120mm c/c

Interior | Residential

100x15x8mm stainless steel base plate fixed to concrete with expansion bolt as per vertical

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to152mm transoms and 152 mm mullions

Silicone Sealant and Polycord

Exterior | Balcony

Precast concrete upstand as per engineers details and specs

2mm Safintra Aluminum zinc coated sheet

300x300mm hardwood tile decking`

Exterior

INTERIOR | Residential

12mm plywood

Plastic pedestal placed Concealed 50mm treaded screws into concrete upstand beam

DPM lay

100mm x 100 mm x 6mm galvanized mild steel equal angle

40mm screed to fall at 1:60 to direct storm water Separation tape between curtain transom and steel angled plate

40mm thick Extruded polystyrene insulation board

63.5mm ultra steel track fixed to curtain wall horizonal rail with 50mm treaded screw

DETAIL 08

Curtain wall to concrete structure 100 x 100 mm galvanized mild steel equal angle chemically fixed into pre-drilled holes in in-suit reinforced concrete as per engineers details and specs, fixed to structural galvanized mild steel I-Section post, Post to be installed at min 1000mm c/c with allowance for separation tap and rubber gaskets between post and curtain wall.

Separation tape between curtain transom and steel angled plate

In-situ reinforced concrete as per engineers specs

Ventilated Cavity

Rainwater Drip

Extruded polystyrene insulation board

100mm x 100 mm x 6mm galvanized mild steel equal angle Silicone Sealant and Polycord

Safintra Aluminum zinc coated curtain wall Trim cover

Extruded Safintra Aluminum zinc coated transom

Silicone Sealant and Polycord

Rainwater drip 3mm Rhinolite Skim coat ceiling system

Safintra Aluminum zinc coated aluminum formed closer

Safintra Aluminum zinc coated extruded 218MM transom

Exterior | Open Garage Silicone Sealant and Polycord

9mm plasterboard

Ceiling SIGMA Plater trim stain white epoxy coated aluminium shadoline cornice with 5/6/36 wall anchors @ 450c/c

50mm SIGMA Plastertrim fixed to wall with wall anchors @ 450mm c/c

Interior | Residential

Glazing Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to 218mm transoms and 218 mm mullions

INTERIOR | Residential

Exterior

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to 218mm transoms and 218mm mullions

DETAIL 07| Scale 1:5

DETAIL 08 DETAIL 07

2mm Safintra Aluminum zinc coated sheet,on 12 mm plywood fixed with concealed 50mm treaded screws into concrete upstand beam

Glazing Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to152mm transoms and 152 mm mullions

Roof 700mm Galvanised steel Klip-Lok 700 Roof sheeting clip on kl 700 clip fixed at 100x50x20mm Lipped channel sheeting rail at 600mm c/c spacing

Water Drip

Safintra Aluminum zinc coated extruded 218MM transom

Extruded Safintra Aluminum zinc coated 218mm mullion

13x4.2mm screw

Safintra Aluminum zinc coated extruded 218MM transom

Spandrel box assembly 63.5mm ultra steel track fixed to curtain wall horizonal rail with 50mm treaded screw onto the horizontalrail of curtain wall, with Extruded polystyrene insulation board

2mm Safintra Aluminum zinc coated sheet,on 12 mm plywood fixed with concealed 50mm treaded screws into concrete upstand beam Extruded Safintra Aluminum zinc coated 218mm mullion

D-07

DETAIL 08

Interior | Penthouse

Exterior | Balcony

Balustrade 100x15x8mm stainless steel base plate fixed to concrete with expansion bolt as per vertical, 20x20mm mild steel square vertical bars at approx 120mm c/c

Spandrel box assembly 63.5mm ultra steel track fixed to curtain wall horizonal rail with 50mm treaded screw onto the horizontalrail of curtain wall, with Extruded polystyrene insulation board

EXTERIOR | Open Garage 300x300mm hardwood tile decking, fixed with brass screws to plastic pedestal placed on dpm waterproofing laid on a min of 40mm screed to fall at 1:60 to direct storm water to the outlet connected to the RWDP cast on a min 185mm in-situ reinforced concrete as per engineers specs

190 x 291 concrete water enclosed with a 100 x 1.7m galvanized steel drainage grate

Ceiling SIGMA Plater trim stain white epoxy coated aluminium shadoline cornice with 5/6/36 wall anchors @ 450c/c

The outer of the concrete slab is coated with Sika cemflex cementitious water proofing protected by a PVC dimple sheet

Interior | Residential

Exterior

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to 218mm transoms and 218mm mullions

3D CUT-AWAY| DETAIL 08 3D CUT-AWAY | DETAIL 07

GSEducationalVersion GSPublisherVersion 0.24.100.100

190 x 291 concrete water enclosed with a 100 x 1.7m galvanized steel drainage grate

DETAIL 07

The outer of the concrete slab is coated with Sika cemflex cementitious water proofing protected by a PVC dimple sheet

Section A-A | Scale 1:20

South-Western Façade | Scale 1:20 SM - 218210892

GSEducationalVersion

04

SM - 218210892 GSEducationalVersion GSPublisherVersion 0.13.100.100

SM - 218210892

09 GSEducationalVersion GSPublisherVersion 0.13.100.100

10

03

TECHNICAL DEVELPOMENT PROJECT BRIEF

To develop the understanding of the integration and effect of technical development, structural resolution and detailing on a design

PROJECT TYPE

Working Drawings

SITE LOCATION

Zennepark, Canal North-East Belgium

PROJECT DESCRIPTION

Isometric SCALE 1:15

To develop the DS_02 project by means of exploring and technically developing a concrete frame and infill structure with a timber truss roof construction.

Futhermore, required to highlight research and understanding through a set of required working drawings, with particular attention to draughting standards.

E1

b

E3

E2

T

a

10 8 07 10 5 62

U

a

b

Grid li 1 21 ne 6 Inte rio spac r e

300

226

226

226

K 5 000

L

M

5 000

5 000

N

O

5 000

P

5 000

5 000

Q R

1 200

10 594

2 311

2 104

J 5 000

1 747

226

226

226

226

4 99

7

226

S 4 91

5

RC slab above

8

9

C4

110

2 731

I

5 000

RC slab above

263

C

DOO - 005

RE

61

W

D

05

-0

06

DOO - 006

64

C

5 000 2 984

1 99

1

3 300

110

H 5 000

06

Interior space Walls

G 4 128

-0

12 037

F 2 072

W D

E 3 800

E2

D 5 000

E1

C 2 290

E3

B

B

A 2 710 Gridline c/c

RE

7

Wood Worshop Tiles Flooring

F

A: 401 944 081 mm2 WC Disabled

13

RC slab above

DOO - 007

26Riser (173 mm) 25Tread(300 mm)

47 40

06 -0 D

A DOO - 004

WD - 006

DOO - 004

3 FU - 052

CW-009

RC slab above terrazzo concrete flooring

12Riser (375 mm) 11Tread(600 mm)

12Riser (375 mm) 11Tread(600 mm)

26 25 Ris Tre er ad (17 (3 3 m 00 mmm) )

RC slab above

C3

DO

O

-0

04

2 254

4

terrazzo concrete flooring

W

DOO - 005

4 276 226

1

DOO - 009

4 380 5 944

WD - 007

2

42 067 970 mm2

26

3

A:

25

4

A: 196 204 078 mm2

Wood flooring

24

5

Seatig area + kitchennet

LIFT

23

A: 12 706 809 mm2

22

6

Wood flooring

A: 7 816 347 mm2

LIFT

21

Tiles Flooring

A: 44 199 091 mm2

Exhibition

Tiles

20

Tiles Flooring

7

A: 9 060 218 mm2

19

A

Cashier point

WC Men WC Ladies Tiles

18

Kitchen

8

17

9

16

11 10

15

12

14

2

±0

DOO - 004

A: 3 642 331 mm2

Ar op ch en ing

Tiles

C3

Custom Text

63 89

2

1

4

3

6

5

7

8

9

11

10

±0

+130

64

±0

N

DO

O

-0

04

C4

Wood flooring

99

±0

CW-007

Ar op ch en ing Gr c/ idlin c e

6 ±0

B

3 966 Gridline c/c 6 063 Interior space 226 Walls 5 957

11

12

9

10

8

7

6

4

5

1

2

3

6

12

5

leisure Space ±0

B

C

D

E

F

G

D FLOOR SURFACE BED: Ground storey | Not toGround scaleStory | Not to scale approved floor tiles on 25mm screed on 120mm Drainage 193 mesh ed concrete surface bed on 250 micron USB Green Hyperlastic with sealed laps on 25mm sand bed on selected sand fill compacted not exceeding 150mm all in accordance with Engineers details and DRIP: tions.

PVC Drip angle to soffit slab and or beam where concrete GROUND FLOOR SURFACE BED: NDED SLABS: passes over both skins of brickwork.

Selected approved floor tiles on 25mm screed on 120mm 193 mesh r approved cast in-situ concrete reinforced slab screed bedded as per WATERPROOFING: reinforced concrete surface bed on 250 micron USB Green Hyperlastic r specification and prepared for tiling specification.

Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills. sheeting with sealed laps on 25mm sand bed on selected sand fill compacted Provide a min distance of 150mm between lip of stepped DPC. WALL: in layers not exceeding 150mm all in accordance with Engineers details and

NOTES:

specifications. rk, ties and brickforce built in to Engineer Specifiactions. All cavity ow DPC to be concrete filled. Provide a min distance of 150mm SUSPENDED SLABS: n lip of stepped DPC. Engineer approved cast in-situ concrete reinforced slab screed bedded as per engineer specification and prepared for tiling specification.

GS: - TIMBER ROOF

approved ceiling boards where required as 40mm plywood, BRICK WALL: black fixed in accordance with manufacturers specifications Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity 8mm brandering at 450mm max centers both directions fixed walls below DPC to be concrete filled. Provide a min distance of 150mm side beams manufacturers specification. 50mm isoboard between lip of stepped DPC. insulation or equally approved laid under purlins assessment as by t consultant specs. - TIMBER ROOF CEILINGS:

GLAZING/WINDOWS/SHOPFRONTS: All glazing to windows & doors in excess of 1sqm or less than 500mm above FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 Part N All flashings to suit the selected roofing/cladding material. Min. thickness 0.55mm and as per manufacturers recommendations to suit climatic conditions and performance requirements. Refer to spec. doc.

H

I

J

K

L

M

N

O

P

Q

M1

O1

Cold Water supply Waste Pipe Solid Pipe

FLOOR PLAN NOTES: Note that this plan is scaled down to show dimensions and drainage layout

Cold Water supply Waste Pipe

general notes

TIMBER ROOF Solid Pipe • the design on this drawing is copyright and remains the Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , property o fSM Laid in accordance with manufacturers specifications for high wind conditions • all work is to be carried out in accordance with the on 50x75mm steel purlins at sheeting manufacturer specified centres.

N.B.R. SANS 10400 and applicable authority regulations ROOFSSelected approved ceiling boards where required as 40mm plywood, with AZ 200 coating.

• the scaling of this drawing for construction purposes is not permitted stained black fixed in accordance with manufacturers specifications d approved klip-lok 700 concealed fix profiled metal roof sheeting , Note that this is scaled down to show •plan all dimensions and levels aredimensions to be confirmed on site prior to to 38x38mm brandering at 450mm max both directions fixed ccordance with manufacturers specifications forcenters high wind conditions STEEL ROOF and drainage construction layout to purlins underside beams manufacturers 50mm isoboard 5mm steel at sheeting manufacturerspecification. specified centres.

Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped • any discrepancies are tonotes be reported to SM immediately general thermal insulation or equally approved laid under purlins assessment as by 200 coating. channels at 1400mm c/c in accordance with manufacturers specification, DRIP: • SM accepts no responsibility for errors resulting from specialist consultant specs. sisalationed insulation laid between lipped channels and roof sheeting PVC Drip angle to soffit slab and or beam where concrete • the designmisinterpretation on this drawing of is copyright and remains the this drawing as per manufactuers recommendations NG/WINDOWS/SHOPFRONTS: property o fSM passes over both skins of brickwork. ng to windows & doors in excess of 1sqm or less than 500mm above • all work is to be carried out in accordance with the be safety glazed in accordance with of SANS 10137 & SANS 10400

FLOOR PLAN NOTES:

issued for

project

project number

The Green | Zennepark

TS3.2 Working Drawings issued for 2023/11

TS4.2

Saarah Mkansi Advanced Diploma Architectural Technologist student

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

SM

Technical Development location

Canal North-East in Brussels , Belgium client project

Cape Peninsula University of Technology

drawn

as shown on drawing @ A1 SMkansi

drawing

Ground storey Drainage drawing # project number

The Green | Zennepark

Technical Development

scale

The Green Hub

The Green Hub

revision

A

ES:

scale drawn

00 as shown on drawing @ A1 SMkansi

A

A1

B

C

C1

D

E

F

G

H

I

J

K

L

M

N

N1

M1

O1

Part Plan

b

E3

E2

SCALE 1:500

10 8

E1

07

10 5

62

a

U a

Grid

b

line

1 21

6

B

Inte rio spac r e

A

B

C

2 710

I

D

2 290

5 000

J

5 000

3 800

K

5 000

5 000

R E2

Gridline c/c

-0 06

E3

226

226

W

110

S

E1

Walls

4 99

7

110

D

10 594

12 037

Interior space

RC slab above

4 91

C4

9

1

99

C DO

W

N

64

C DOO - 006

26

25

-0 06

24

05

W

D

23

DOO - 005

7

61

22

21

20

19

Wood Worshop

18

Tiles Flooring F:

<Floor Finish>

17

Ar op ch en ing

CA: 402 356 896 mm2

F

DOO - 004

±0 16

15

14

Exhibition

13

Wood flooring F:

<Floor Finish>

12

CA: 196 370 578 mm2

Seatig area + kitchennet

11

Wood flooring <Floor Finish> 10

CA: 42 402 159 mm2

F:

CA: 44 199 095 mm2

-0

06

40

9

D

Tiles Flooring

<Floor Finish>

W

F:

F:

DOO - 005

Cashier point

Tiles Flooring

47

LIFT Kitchen

<Floor Finish>

CA: 12 871 809 mm2

WD - 007

8

7

DOO - 004 WD - 006 DOO - 004

3

6

5

RC slab above 4

terrazzo concrete flooring

DOO - 009

DOO - 007

terrazzo concrete flooring

26Riser (173 mm) 25Tread(300 mm)

RC slab above

3 UP

2

26 25 Ris Tre e a

1

r (1 d(3 73 00 mm mm ) )

FU - 052 CW-009

DO

O

-0

04

12Riser (375 mm) 11Tread(600 mm)

RC slab above

5

6

4

2

3

1

89

63

C3

±0

+130

±0

99 64

DO

O

-0

04

CW-007

C4

Wood flooring

±0

DRIP: PVC Drip angle to soffit slab and or beam where concrete passes over both skins of brickwork.

0

B

A

A1

B

C

C1

D

E

F

G

H

I

J

K

L

M

N

N1 N2 7

M

3

4

4

A

A1

B

C

C1

D

E

F

G

H

I

J

K

L

M

N

N1

M1

O1

Part Plan SCALE 1:500

issued for

Saarah Mkansi Advanced Diploma Architectural Technologist student

TS4.2

2023/11

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

Saarah Mkansi

SM

E2

location

Canal North-East inproject Brussels , Belgium The Green | Zennepark

SMkansi

807

Ground Storey, Ground Plan 10 5 project number 6 a

2

drawing #

scale

The Green Hub a

drawn

Cape Peninsula University of Technology location

as shown on drawing @ A1

drawn drawing10

client

Technical Development

scale

The Green Hub

revision

TS3.2 Working Drawings

Technical Development

00

as shown on drawing @ A1

U

SMkansi

Grid

line

drawing n

N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior to

project number

project The Green | Zennepark

E1

BRICK WALL:

conditions and performance requirements. Refer to spec. doc. • all dimensions and levels are to be confirmed on site prior to to 38x38mm brandering at Brick 450mm max both directions work, tiescenters and brickforce built in tofixed Engineer Specifiactions. cavity STEELAll ROOF general notes construction to underside beams manufacturers specification.

50mm isoboard walls below DPC to be concrete filled. Provide a min distance of 150mm Selected approved Safintra AZ ROOF Trimflute profile roof sheet fixed with lipped TIMBER • any discrepancies aredesign to be reported to SM isimmediately • the on this drawing copyright and remains the thermal insulation or equally approved laid underDPC. purlins assessment as by between lip of stepped channels at 1400mm c/c in accordance manufacturers specification, Selected approvedwith klip-lok 700 concealed fix profiled metal roof•sheeting , SM accepts no responsibility for errors resulting from property o fSM specialist consultant specs. sisalationed insulation Laid laid between lipped channels and roof sheeting for high wind conditions in accordance with manufacturers specifications CEILINGS: - TIMBER ROOF • all work is to be carried out in accordance with the misinterpretation of this drawing as per manufactuers recommendations on 50x75mm steel purlins at sheeting manufacturer specified centres.

issued for

b

general notes

GLAZING/WINDOWS/SHOPFRONTS:

with AZ 200 coating.

2

5 3a

3

TIMBER ROOF All glazing to windows & doors in excess of 1sqm or less than 500mm above on this drawing is copyright and remains the • the design SUSPENDED SLABS: Selected approved klip-lok 700 fix in profiled metalwith roofofsheeting , FFL to be concealed safety glazed accordance SANS 10137 & SANS 10400o fSM property Engineer approved cast in-situ concrete reinforced slab screed bedded as per with manufacturers specifications for high wind conditions Laid in accordance Part N CEILINGS: - TIMBER ROOF • all work is to be carried out in accordance with the engineer specification and prepared for tiling specification.on 50x75mm steel purlins at sheeting manufacturer specified centres.

N.B.R. SANS 10400 and applicable authority regulations Selected approved ceiling boards where required as 40mm plywood, All flashings to suit the selected roofing/cladding material. Min. thickness with AZ 200 coating. 0.55mm and as per manufacturers recommendations to suit climatic • the scaling of this drawing for construction purposes is not permitted stained black fixed in accordance with manufacturers specifications

Selected approved ceiling boards where required as 40mm plywood, stained black fixed in accordance with manufacturers specifications to 38x38mm brandering at 450mm max centers both directions fixed

2

3a

b

specifications. walls below DPC to be concrete filled. Provide a min distance of 150mm between lip of stepped DPC.

1

6

E3

GLAZING/WINDOWS/SHOPFRONTS: All glazing to windowsDRIP: & doors in excess of 1sqm or less than 500mm above SUSPENDED SLABS: NOTES: PVC Drip angle towith soffitofslab and10137 or beam where10400 concrete FFL to be safety glazed in accordance SANS & SANS Engineer approved cast in-situ concrete reinforced slab screed GROUND FLOOR SURFACE BED: bedded as per passes over both skins of brickwork.

Part N engineer specification and prepared for tiling specification.

Selected approved floor tiles on 25mm screed on 120mm 193 mesh flashings to suit theWATERPROOFING: selected roofing/cladding material. Min. thickness reinforced concrete surface bed on 250 micron USB GreenAll Hyperlastic Torch on stepped DPC to cavity walls at climatic slab, surface bed, windows and cills.

0.55mm and as per manufacturers recommendations to suit BRICK WALL: sheeting with sealed laps on 25mm sand bed on selected sand fill compacted Providerequirements. a min distanceRefer of 150mm between conditions and performance to spec. doc. lip of stepped DPC. in layers nottoexceeding all in accordance details and Brick work, ties and brickforce built in Engineer 150mm Specifiactions.

All cavitywith Engineers

Ar op ch en ing

1

WATERPROOFING: Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

Provide a min distance of 150mm between lip of stepped DPC.

B

GROUND FLOOR SURFACE BED: Selected approved floor tiles on 25mm screed on 120mm 193 mesh Ground Story | Not to scaleUSB Green Hyperlastic reinforced concrete surface bed on 250 micron sheeting with sealed laps on 25mm sand bed on selected sand fill compacted in layers not exceeding 150mm all in accordance with Engineers details and specifications.

Gr c/ idlin c e

Ground Storey | Not to scale NOTES:

N

6

1 21

6

226

Joine

G

H

I

J

K

L

M

N

O

P

Hob

880

Gas 556 880

Q

273

R

550

Cupb oard Cupb oard Draw Dr erawDr eraw Dr eraw er Draw er Draw er 285 293 350 349 334

F

67 780

Over all

2 710

2 290

Gridline c/c Interior space

5 000

2 337

3 800

2 072

4 128

5 000

5 000

9 510

5 000

5 000

5 000

5 000

5 000

22 850

226

226

226

226

300

5 000

226

U WD

- 00

7

497 168 Joine ry

55 Coun7 te

r top

1 200

S

30 824

226

226

5 000

386 600 407 297 287 Draw 291 er Draw 402 erDr 394 awer Draw 376 Dr er awDr eraw Draw er erDraw er Draw er 90mm 12mm void statau with 16 mm rio 110m be fixed claddingMDF on DO mx bit to with 20mm solid O edge h side subs - 00 bras to tract s foo 4 t rai l with floor fitting

out bin

Pull

E

Cupb oard 873 Joine ry

Joine ry

D

ry

e do or Frid ge

2016 384

614

Sink

5 598

3 89 0

3 45

980

Joine ry

C

Stru cture

Over all

B

B

A

E2

900

doub

200

639

910

1 21

4

T

8 +4 500

226

Walls

1 629

5 000

1 666

5 000

2 013

1 428

1 558

2 177

60 52

4

1 128

4 66

9

Cafe

7

Tile flooring

Storage

RE

1

A: 60 081 873 mm2

10 59

5 000

3 614

1 500 2 100

1 428

871

2 656

1 906

DOO - 004

1 500 2 100

DOO - 004

4 969

1 808

620

Tile flooring

5

A: 18 632 025 mm2

604

1 512

DOO1 684- 004

620

530

DOO - 004

1 776

DOO - 004

604

226 5 000

2 335

Cafe

600 built in seatin g

5 00

C4

5

RE

1

Tile flooring A: 94 997 022 mm2 6 - 00 WD

871 604

- 009 WD

Balcony Wood flooring

A

WD - 006

WD - 006

DOO - 005

DOO - 005

3 973

terrazzo concrete flooring A:

A: 96 645 231 mm2

+4 500 +4 500

2 509

Custom Text

LIFT

2 610

DOO - 004

2 734

DOO - 004

DOO - 004

DOO - 008

F 226 4 380

LIFT

25

26Riser (173 mm) 2 25Tread(300 mm) 1 UP

A: 7 809 450 mm2

24

3

WC Men

23

4

22

1 500 2 100

21

5

4

20

6

A: 9 060 057 mm2

19

7

- 00

Tile flooring

Tile flooring

18

3 261

8

DOO - 007 WC Ladies

17

+4 500

9

DOO - 009

11 10

16

12

15

+4 500

A: 23 307 225 mm2

DOO

A: 214 261 063 mm2

FU - 079

A: 3 645 553 mm2

14

9 226

WD - 007

13

Wood flooring

A

FU - 079

2

Tile flooring

A: 78 186 307 mm2

26 R 25 iser Tre (1 ad 73 (30 mm 0m ) m)

WC Disabled

Tile flooring

1 800

Kitchen

Balcony

Wood flooring

1 691

FU - 079

1 800

Horticulture

247 020 777 mm2

3

+4 500

26 DOWN

D

-0

12Riser (375 mm) 11Tread(600 mm)

12Riser (375 mm) 11Tread(600 mm)

W

12Riser (375 mm) 11Tread(600 mm)

3 404

2 254

09

5 011

4 865

226

4

seating aclove/ library

C3

Tiles Flooring A:

45 401 624 mm2

O

O D

C3

10 000

04

24 343

88

12

95

-0

5

N

3 530

C4

3 936

6

226

Walls

Interior space

6

Gridline c/c

3 966

5 957

DO

O

-0

+4 522

5 000

1 200

5 000

5 000

8 443

B

5 000

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

M1

O1

First storey Drainage | Not to scale

GROUND FLOOR SURFACE BED: Selected approved floor tiles on 25mm screed on 120mm 193 mesh reinforced concrete surface bed on 250 micron USB Green Hyperlastic t Story | Not to scale sheeting with sealed laps on 25mm sand bed on selected sand fill compacted in layers not exceeding 150mm all in accordance with Engineers details and specifications.

SUSPENDED SLABS: Engineer approved cast in-situ concrete reinforced slab screed bedded as per engineer specification and prepared for tiling specification.

DRIP: PVC Drip angle to soffit slab and or beam where concrete passes over both skins of brickwork.

Cold Water supply

WATERPROOFING: Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

Provide a min distance of 150mm between lip of stepped DPC. GLAZING/WINDOWS/SHOPFRONTS: All glazing to windows & doors in excess of 1sqm or less than 500mm above FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 Part N All flashings to suit the selected roofing/cladding material. Min. thickness 0.55mm and as per manufacturers recommendations to suit climatic conditions and performance requirements. Refer to spec. doc.

BRICK WALL: Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity walls below DPC to be concrete filled. Provide a min distance of 150mm TIMBER ROOF between lip of stepped DPC. DRIP: Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , Laid in accordance with manufacturers specifications CEILINGS: - TIMBER ROOF PVC Drip angle to soffit slab and or beam where concrete for high wind conditions GROUNDSelected FLOORapproved SURFACEceiling BED: boards where required as 40mm plywood, on 50x75mm steel purlins at sheeting manufacturer specified centres. passes over both skins of brickwork. with AZ 200 coating.

Selected approved floorfixed tilesinonaccordance 25mm screed 120mm 193 specifications mesh stained black withon manufacturers WATERPROOFING: einforcedtoconcrete surface bed onat250 micron USB Green Hyperlastic 38x38mm brandering 450mm max centers both directions fixed ROOF Torch onSTEEL stepped DPC to cavity walls at slab, surface bed, windows and cills. heeting with sealed laps on 25mm sand bed on selected sand compacted to underside beams manufacturers specification. 50mmfill isoboard Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped n layers not exceeding 150mm all in accordance with Engineers and as byProvide a min distance of 150mm between lip of stepped DPC. thermal insulation or equally approved laid under purlinsdetails assessment channels at 1400mm c/c in accordance with manufacturers specification, pecifications.

GLAZING/WINDOWS/SHOPFRONTS: specialist consultant specs. sisalationed insulation laid between lipped channels and roof sheeting All glazing to windows & doors in excess of 1sqm or less than 500mm above as per manufactuers recommendations SUSPENDED SLABS: FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 Engineer approved cast in-situ concrete reinforced slab screed bedded as per Part N ngineer specification and prepared for tiling specification.

NOTES:

Waste Pipe Solid Pipe

FLOOR PLAN NOTES: Note that this plan is scaled down to show dimensions and drainage layout general notes

• the design on this drawing is copyright and remains the property o fSM • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted •Cold all dimensions and levels are to be confirmed on site prior to Water supply construction Waste Pipe • any discrepancies are to be reported to SM immediately •Solid SMPipe accepts no responsibility for errors resulting from misinterpretation of this drawing

FLOOR PLAN NOTES:

issued for

project

project number

The Green | Zennepark

TS3.2 Working Drawings

Saarah Mkansi Advanced Diploma Architectural Technologist student

2023/11

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

SM

Technical Development location

Canal North-East in Brussels , Belgium client

Cape Peninsula University of Technology

scale

The Green Hub

drawn

as shown on drawing @ A1 SMkansi

drawing

First storey Drainage drawing #

revision

NOTES:

00

b

E3

E2

T

Join

ery

226

E1 rawer

376

m vo id w ith 16 m st mm atau MDF be fix rio clad on bi ding ed to th si with de solid edge subs 20m to trac m br t ass fo ot ra il with floor fittin g

7

mx

12m

90m

- 00

110m

Draw

402

wer er Dra

291

er Draw

297

Draw er

407

Draw

WD

er D

rawer

386 20 16 384

-0 04 DO

O

erDra w er Draw

erDra w

287

334

erDra w

349

er D

R

273 285 293 350

Cup boar d

880

K

U

a

Draw

b

er

Draw rawer

880

Cup boar d

550

Draw

J

Join ery

I

D

394

Pull out bin Gas

Hob

C

600

Sink

614

5

598

3 89 0 Join ery

556

Stru ctur e

Ove rall

B

a

Jo8in73 ery

980

3 45

Cup boar d

B

A

E2

900 e do or Frid ge

er D

1 21

4

639

910

doub

5 000

3 800

Cou

5 000

5 000

space Wal ls

nter

S

226

+4 500

226

226

Cafe

600 built in seatin g

C

604

226

top

Tile flooring F:

52 60

5 000

9 510

C4

2 290

E1

2 710

2 337

200

E2

ery

557

E3

Over all Gridline c/c Interior

168

497

Join

67 780

1

<Floor Finish>

CA: 60 081 939 mm2

5 00

1 512

620

4 969

1 128

2 656

C

4

4 66

871

620

10 59

5 000

DOO - 004

1 776

1 808

DOO - 004

2 335

DOO - 004

1 629

5

9

Cafe

7

Tile flooring F: Storage

<Floor Finish>

CA: 18 632 249 mm2

604

Tile flooring F:

<Floor Finish>

CA: 94 997 022 mm2

-0

Wood flooring <Floor Finish>

Tile flooring

CA: 214 261 889 mm2

<Floor Finish>

DOO

26 R 25 iser Tre (1 ad 73 (30 mm 0m ) m)

WD

F:

1 691

Kitchen

F:

06

1 800

Horticulture

- 00

4

871

Balcony

WD - 007

CA: 78 186 307 mm2

Wood flooring <Floor Finish>

CA: 23 307 225 mm2

604

F:

1 800

F

+4 500

WD

- 009

+4 500

Balcony

DOO - 004

3 261

Wood flooring <Floor Finish>

CA: 96 645 231 mm2

3 973

2 734

DOO - 004

F:

DOO - 005

DOO - 005

26Riser (173 mm) 25Tread(300 mm)

+4 500 +4 500

terrazzo concrete flooring F: CA:

<Floor Finish> 247 002 924 mm2

3

-0

09

+4 500

3 404

W

D

12Riser (375 mm) 11Tread(600 mm)

seating aclove/ library Tiles Flooring F:

<Floor Finish>

CA: 45 401 624 mm2

O

O

D

C3

-0

88

95

12 DO O

-0

04

+4 522

C4

3 936

N

6 Story | Not to scale First First Storey | Not to scale

0

DRIP: PVC Drip angle to soffit slab and or beam where concrete DRIP: passes over both skins of brickwork.

B

C

C1

D

E

F

G

H

I

J

K

L

M

N

N1

7

M

1

1

6

5 000

2

2

5 3a

3a

3

specifications.

3

4

4

A

A1

B

C

C1

D

E

F

G

H

I

J

K

L

M

N

N1

M1

O1

Part Plan SCALE 1:500

project number

project number

project

The Green | Zennepark The Green | Zennepark

drawing # # drawing

900

1.

doub

e do or Frid ge Cup boar d

E1

226

a

revision

ery

910

Cape Peninsula of Technology Cape Peninsula UniversityUniversity of Technology

as shown on drawing @ A1 as shown on drawing @ A1

SMkansi

SMkansi

E2 Join

E2

15 Hercules, Woodstock, 15 Hercules, Woodstock, Cape Town, 7925 Cape Town, 7925

client

b

E3

client

scale

drawing drawing

600

T 082 682 8965

Sink

T 082 682 8965

E saarahmkansidesigns@gmail.com E saarahmkansidesigns@gmail.com

1 21 4

2023/11

614

2023/11

T

Canal North-East in Brussels , Belgium Storey , First Canal North-East in Brussels , BelgiumFirstFirst Story, Part Floor Plan Plan

Advanced Diploma Architectural Technologist studentTechnologist student Advanced Diploma Architectural

out n

SMSM

location location

scale

drawn

drawn

639

Saarah Mkansi Saarah Mkansi

Technical Development Technical Development

598

TS3.2TS4.2 Working Drawings Working Drawings

The The Green HubHub Green

revision

project

issued for

3 45 5

• the scaling of this drawing for construction purposes is not permitted

• all dimensions and levels are be confirmed on siteare prior to confirmed on site prior to to 38x38mm brandering at 450mm max both directions fixed max centersSTEEL • allto dimensions and levels to be to centers 38x38mm brandering at 450mm both directions ROOF fixed STEEL ROOF construction to underside beams manufacturers specification. construction to underside50mm beamsisoboard manufacturers specification.

50mm isoboard Selected approved Safintra AZ Trimflute roofSafintra sheet fixed with lipped Selectedprofile approved AZ Trimflute profile roof sheet fixed with lipped • any discrepancies are to be reported to SM immediately • any discrepancies are to be reported to SM immediately thermal insulation or equally approvedthermal laid under purlins as by laid under insulation orassessment equally approved purlins assessment as by channels at 1400mm c/c in accordance with manufacturers specification, channels at 1400mm c/c in accordance with manufacturers specification, • SM no responsibility • SM accepts no responsibility foraccepts errors resulting from for errors resulting from specialist consultant specs. specialist consultant specs. sisalationed insulationand laidroof between lipped channels and roof sheeting sisalationed insulation laid between lipped channels sheeting misinterpretation of this drawing misinterpretation of this drawing as per manufactuers recommendations as per manufactuers recommendations

issued for

3 89 0

general notes

general notes walls below DPC to be concrete filled. Provide a min distance of 150mm walls below DPC to be concrete filled. Provide aTIMBER min distance of 150mm ROOF • the design on this drawing is copyright and remains the between lip of stepped DPC. TIMBER ROOF • the design on this drawing is copyright and remains the between lip of stepped DPC. Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , fSM Selected approved klip-lok 700 concealed fix profiled property metal roofo sheeting , property o fSM Laid in accordance with manufacturers specifications for high wind conditions CEILINGS: - TIMBER ROOF • all work is to be carried out• in theout in accordance with the Laid in accordance with manufacturers specifications for high wind conditions CEILINGS: - TIMBER ROOF all accordance work is to be with carried on 50x75mm steel purlins at sheeting manufacturer specified centres.manufacturer specified on 50x75mm steel purlins at sheeting centres.

N.B.R. SANS 10400 and applicable authority regulations Selected approved ceiling boards where required as 40mm plywood, N.B.R. SANS 10400 and applicable authority regulations Selected approved ceiling boards where required as 40mm plywood, with AZ 200 coating. with AZ 200 coating.

• the scaling of this drawing for construction purposes is not permitted stained black fixed in accordance with manufacturers specifications

stained black fixed in accordance with manufacturers specifications

A1

N2

376

sheeting with sealed laps on 25mm sand bed on selected sand fill compacted Provide a min distance of 150mm between lip of stepped DPC. in layers not exceeding 150mm all in accordance with Engineers details and GLAZING/WINDOWS/SHOPFRONTS: specifications.

All glazing to windows & doors inGLAZING/WINDOWS/SHOPFRONTS: excess of 1sqm or less than 500mm above SUSPENDED SLABS: All glazing & doors in excess of 1sqm or less than 500mm above FFL to be safety glazed in accordance with to of windows SANS 10137 & SANS 10400 SUSPENDED SLABS: Engineer approved cast in-situ concrete reinforced slab screed bedded as per FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 Part N approved cast in-situ concrete reinforced slab screed bedded as per engineer specification and prepared forEngineer tiling specification.

Part N All flashings to suit the selected roofing/cladding material. Min. thickness engineer specification and prepared for tiling specification.

Allrecommendations flashings to suit thetoselected roofing/cladding material. Min. thickness 0.55mm and as per manufacturers suit climatic BRICK WALL: 0.55mm and as per BRICK WALL: conditions and performance requirements.

Refer to manufacturers spec. doc. recommendations to suit climatic Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity conditions and performance requirements. Refer to spec. doc.

Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity

B

A

wer

GROUND FLOOR SURFACE BED: NOTES: PVC Drip angle to soffit slab and or beam where concrete Selected approved floor tiles on 25mmGROUND screed onFLOOR 120mmSURFACE 193 meshBED: passes over both skins of brickwork.

WATERPROOFING: reinforced concrete surface bed on 250Selected micron approved USB Green floorHyperlastic tiles on 25mm screed on 120mm 193 mesh Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

WATERPROOFING: sheeting with sealed laps on 25mm sand bed onconcrete selectedsurface sand fill compacted reinforced bed on 250 micron USB Green Hyperlastic Provide a min distance of 150mmTorch between lip of stepped DPC.walls at slab, surface bed, windows and cills. on stepped DPC to cavity in layers not exceeding 150mm all in accordance with Engineers details and

B

NOTES:

00

A

A1

B

C

C1

D

E

F

G

H

I

J

K

L

M

N

N1

M1

O1

Part Plan SCALE 1:500

Downpipe from FB Connected underground to internal stormwater network to civil eng.

Concrete flat roof to SE Screed to fall to fullbore outlets Waterproofing to specification and specialist subcontractor

Con

crete

FB outlet

ups

tand

B

Con crete upsta nd

U

A

B

C

I

D

J

K R

1,20

5,00

13

23

5,00

5,00

FB outlet

3,44

2,67

2,91

2,64

5,00

3,80

23

13

Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped channels at 1400mm c/c in accordance with manufacturers specification, Sisalationed insulation laid between lipped channels and rroof sheeting as per manufactuers recommendations

up sta nd

2,29

S

Co nc re te

2,71

FireFireCabinet Cabinet

C4

Gutter 13

13

Con

crete

ups

tand

terrazzo concrete flooring

RE

Bathroom

F: CA:

<Floor Finish> 48,52 m2

Tiles F: <Floor Finish> 4,01 m2

DOO - 005

CA:

Studio 1

7

Wood flooring F: <Floor Finish> 23,79 m2

CA:

Metal roof sheet DOO - 011

DOO - 009

Fire Cabinet

F

Bathroom Tiles F: <Floor Finish> 4,03 m2

DOO - 005

CA:

Studio 2 Wood flooring

Balcony

F: <Floor Finish> CA:

24,88 m2

Custom Text

Wood flooring F: <Floor Finish> CA:

23,19 m2 DOO - 009 DOO - 011

F

19Riser (0,16 m) 18Tread(0,30 m)

3

DOO - 011

F

UP

Studio 3 DOO - 004

Wood flooring

DOO - 009

F: <Floor Finish> CA:

24,58 m2

Bathroom Tiles F: <Floor Finish>

sta

nd

4,00 m2

Fire Cabinet

re

te

up

C3

Metal roof sheet

Co

nc

CA:

F DOO - 011

Studio 4 Wood flooring

DOO - 009

CA:

24,68 m2

C4

DOO - 004

F: <Floor Finish>

RE

Bathroom Tiles F: <Floor Finish> 4,00 m2

FireFireCabinet Cabinet

FB outlet

6

N

CA:

Concrete upstand Gutter Second Story Storey | Not to scale| Not to scale Second

0

B

A

A1

B

C

C1

D

E

F

G

H

I

J

K

L

M

N

N1 N2

M

1

1

6

2

2

5 2a

2a

3

WATERPROOFING: Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

Provide a min distance of 150mm between lip of stepped DPC.

4

4

DRIP:

B

C

C1

D

E

F

G

H

I

J

K

L

M

N

N1

M1

O1

SCALE 1:500

below DPC to be concrete filled. Provide of 150mm • all dimensions and levels are to be confirmed on site prior to to 38x38mm brandering atwalls 450mm max centers both directions fixed a min distance TIMBER ROOF STEEL ROOF • the design on this drawing is copyright and remains the between lip of stepped DPC. construction to underside beams manufacturers specification. 50mm isoboard Selected 700 concealed profiled metal roof sheeting , Selected approved Safintra AZapproved Trimflute klip-lok profile roof sheet fixedfixwith lipped property o fSM • any discrepancies are to be reported to SM immediately thermal insulation or equally approved laid under purlins assessment as by Laidininaccordance accordance with with manufacturers manufacturers specifications channels at 1400mm c/c specification,for high wind conditions CEILINGS: - TIMBER ROOF • all work is to be carried out in accordance with the • SM accepts no responsibility for errors resulting from specialist consultant specs.

50x75mm purlins at sheeting manufacturer laid betweensteel lipped channels and roof sheeting specified centres.

N.B.R. SANS 10400 and applicable authority regulations Selected approved ceiling boards where required as 40mmsisalationed plywood, insulationon misinterpretation of this drawing with AZ 200 coating. as per manufactuers recommendations • the scaling of this drawing for construction purposes is not permitted stained black fixed in accordance with manufacturers specifications • all dimensions and levels are to be confirmed on site prior to construction

issued for

project number

project The Green | Zennepark

TS3.2 Working Drawings issued for

TS4.2 Working Drawings 2023/11

Saarah Mkansi Advanced Diploma Architectural Technologist student

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

Saarah Mkansi

SM

SM

Technical Development

Downpipe from FB location Connected underground project to internal stormwater FB outlet network to civil| Zennepark eng.

Canal in Brussels , Belgium The Green North-East client Technical Development

The Green Hub Con

cretedrawing ups tand project number

Second Storey, Part Plan The Green Hub

location

scale

drawn

drawing

Cape Peninsula University of Technology

Canal North-East in Brussels , Belgium

drawing #

scale flat roof to SE Concrete Screed to fall to fullbore drawn outlets Waterproofing to specification and specialist subcontractor

Second Story

revision

general notes

walls below DPC to be concrete filled. Provide SUSPENDED SLABS:a min distance of 150mm FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 TIMBER ROOF • the design on this drawing is copyright and remains the between lip of stepped DPC. Engineer approved cast in-situ concrete reinforced slab screed bedded as per Cold Water supply Part N engineer specification and prepared for tiling specification. Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , property o fSM Waste Pipe Allmanufacturers flashings to suitspecifications the selected roofing/cladding material. Min. thickness Laid in accordance with for high wind conditions CEILINGS: - TIMBER ROOF • all work is to be carried out in accordance with the 0.55mm and as per manufacturers recommendations on 50x75mm steel purlins at sheeting manufacturer specified centres. to suit climatic Pipe N.B.R. SANS 10400 andSolid applicable authority regulations Selected approved ceiling BRICK boardsWALL: where required as 40mm plywood, with AZ coating. conditions and performance requirements. Refer to spec. doc. • the scaling of this drawing for construction general Brick work, and brickforce built in to Engineer Specifiactions.

All200 cavity notes purposes is not permitted stained black fixed in accordance withties manufacturers specifications

STEEL ROOF Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped

A1

vision

All glazing to windows & doors in excess of 1sqm or less than 500mm above

A

Part Plan

d

GLAZING/WINDOWS/SHOPFRONTS: PVC Drip angle to soffit slab and or beam where concrete All glazing to windows & doors in excess of 1sqm or less than 500mm above GROUND FLOOR SURFACE BED: SUSPENDED SLABS: passes over both skins of brickwork.

FFLmesh to be safety glazed in accordance with of SANS 10137 & SANS 10400 Selected approved floor tiles on 25mm screed on 120mm 193 Engineer approved cast in-situ concrete reinforced slab screed bedded as per WATERPROOFING: N reinforced concrete surface bed on 250 micron USB Green Part Hyperlastic engineer specification and prepared for tiling specification.

Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills. sheeting with sealed laps on 25mm sand bed on selected sand fill compacted All flashings to suit the selected roofing/cladding material. Min. thickness Provide a min distance of 150mm between lip of stepped DPC. in layers not exceeding 150mm all in accordance with Engineers details 0.55mm andand as per manufacturers recommendations to suit climatic BRICK WALL: specifications.

GLAZING/WINDOWS/SHOPFRONTS: conditions and performance requirements. Refer to spec. doc.

Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity

to 38x38mm brandering at 450mm max centers both directions fixed to underside beams manufacturers specification. 50mm isoboard

3

3a

stan

GROUND FLOOR SURFACE BED: Selected approved floor tiles on 25mm screed on 120mm 193 mesh reinforced concrete surface bed on 250 micron USB Green Hyperlastic sheeting with sealed laps on 25mm sand bed on selected sand fill compacted in layers not exceeding 150mm all in accordance with Engineers details and specifications.

NOTES:

DRIP: PVC Drip angle to soffit slab and or beam where concrete passes over both skins of brickwork.

B

NOTES:

as shown on drawing @ A1 SMkansi

00

as shown on drawing @ A1 U SMkansi

SCALE 1:500

Concrete flat roof to SE Screed to fall to fullbore outlets Waterproofing to specification and specialist subcontractor

U

A

B

C

J

D

K

L R Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped channels at 1400mm c/c in accordance with manufacturers specification, Sisalationed insulation laid between lipped channels and rroof sheeting as per manufactuers recommendations

C4

S

4,71

3,16

Nutec fascia board

5°

15°

7

15°

Gutter

6,27

Gutter

Cinema space Wood flooring F: <Floor Finish> CA:

Ridge

39,23 m2

9,20

3 Nutec fascia board

3,81

C4

DOO - 004

DOO - 004

C3

N

6

Nutec fascia board 4,30

Roof Terrace Story | Not to scale

Roof Garden | Not to scale

E

0

E

F

C

D

G

H

I

J

K

L

M

N

N1

1

6

2

2

A

A

5

2a

2a

3

3

3a

4

4

passes over both skins of brickwork.

E

C

C1

D

E

F

C

B

G

H

I

J

K

SCALE 1:500

project number

project The Green | Zennepark

TS3.2 Working Drawings TS4.2 issued for

Working Drawings 2023/11

Saarah Mkansi Advanced Diploma Architectural Technologist student

T 082 682 8965

Saarah Mkansi E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

SSMM

Advanced Diploma Architectural Technologist student

2023/11

T 082 682 8965 E saarahmkansidesigns@gmail.com

Technical Development location

Technical Development Canal North-East in Brussels , Belgium location client

drawn drawing

The Green Hub

Roof Garden, Roof Garden drawing # drawing

Canal North-East in Brussels , Belgium

Roof Terrace Story, Part Plan, Roof Plan cut away (1)

client

drawing #

Cape Peninsula University of Technology

L

M

N

N1

M1

NOTES:

O1

GROUND FLOO Selected approve reinforced concre sheeting with sea in layers as shown on drawing @ A1not exce specifications.

SMkansi

project number

project

The Green | Zennepark

scale

The Green Hub

3., 03

SUSPENDED SL

Concrete flat roof to SE as shown on drawingEngineer @ A1 approve Screed to fall to fullbore drawn outlets Waterproofing to SMkansi engineer specific specification and specialist subcontractor BRICK WALL: scale

revision

issued for

revision

• any discrepancies are to be reported to SM immediately • SM accepts no responsibility for errors resulting from misinterpretation of this drawing

A1

Part Plan

specifications.

GLAZING/WINDOWS/SHOPFRONTS: All flashings to suit the selected roofing/cladding material. Min. thickness All glazing recommendations to windows & doorsto in suit excess of 1sqm or less than 500mm above 0.55mm and as per manufacturers climatic BRICK WALL: SUSPENDED SLABS: FFL to be safety glazed in to accordance with of SANS 10137 & SANS 10400 conditions and performance requirements.

Refer spec. doc.

Brick work, ties and brickforceEngineer built in to Engineer Specifiactions.

Allreinforced cavity slab screed bedded as per approved cast in-situ concrete general notes Part N engineer anddistance preparedoffor tiling specification. walls below DPC to be concrete filled.specification Provide a min 150mm TIMBER ROOF All flashings to suit the selected roofing/cladding material. Min.• the thickness design on this drawing is copyright and remains the between lip of stepped DPC. 0.55mm and as per fix manufacturers recommendations Selected approved klip-lok 700 concealed profiled metal roof sheeting ,to suit climatic BRICK WALL: property o fSM conditions and performance to spec. doc.

Laid in accordance specificationsrequirements. for high windRefer conditions All cavity with manufacturers CEILINGS: - TIMBER ROOF Brick work, ties and brickforce built in to Engineer Specifiactions.

• all work is to be carried out in accordance with the notes general on 50x75mm steel purlins at sheeting manufacturer specified centres. walls below DPC to be concrete filled.

Provide a min distance of 150mm N.B.R. SANS 10400 and applicable authority regulations Selected approved ceiling boards where required as 40mm plywood, TIMBER ROOF • the design on this drawing is copyright and remains the between of stepped DPC. with AZ 200 coating.

• the scaling of this drawing for construction purposes is not permitted stained black fixed in accordance withlipmanufacturers specifications Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , o fSM • all conditions dimensions andproperty levels are to be confirmed on site prior to to 38x38mm brandering at 450mm max centers both directions fixed Laid in accordance with manufacturers specifications for high wind STEEL ROOF CEILINGS: - TIMBER ROOF • all work is to be carried out in accordance with the construction to underside beams manufacturers specification. 50mm isoboard on 50x75mm steel purlinsroof at sheeting manufacturer specified centres.

Selected approved Safintra AZ Trimflute profile sheet fixed with lipped N.B.R. SANS 10400 and applicable authority regulations Selected approved ceiling boards where required as 40mm plywood, • any discrepancies are to be reported to SM immediately thermal insulation or equally approved laid under purlins assessment as by AZ 200 coating. channels at 1400mm c/cwith in accordance with manufacturers specification, • the scaling of this drawing for construction purposes is not permitted stained black fixed in accordance with manufacturers specifications • SM accepts no responsibility for errors resulting from specialist consultant specs. to 38x38mm brandering at 450mm max centers both directions • all dimensions and levels are to be confirmed on site prior to sisalationed between lipped channels and roof sheeting fixed insulation laid STEEL ROOF misinterpretation of construction this drawing to underside beams manufacturers specification. 50mm isoboard as per manufactuers recommendations Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped

D

A

engineer specification and prepared for tiling specification.

channels at 1400mm c/c in accordance with manufacturers specification, sisalationed insulation laid between lipped channels and roof sheeting

7

M

WATERPROOFING: Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

DRIP: Provide a min distance ofPVC 150mm between lip of stepped Drip angle to soffit slab and or DPC. beam where concrete

thermal insulation or equally approved laid under purlins assessment as by specialist consultant specs.

C1

1

Selected approved floor tiles on 25mm screed on 120mmGLAZING/WINDOWS/SHOPFRONTS: 193 mesh All Hyperlastic glazing to windows &WATERPROOFING: doors in excess of 1sqm or less than 500mm above reinforced concrete surface bed on 250 micron USB Green SUSPENDED SLABS: on stepped DPC cavity walls & at SANS slab, surface to fill becompacted safety glazed Torch in accordance with of to SANS 10137 10400 bed, windows and cills. sheeting with sealed laps on 25mm sand bed on selectedFFL sand Engineer approved cast in-situ concrete reinforced slab screed bedded as per Provide a min distance of 150mm between lip of stepped DPC. Part N details and in layers not exceeding 150mm all in accordance with Engineers

GSPublisherVersion 0.93.100.100

C

N2

B

GROUND FLOOR SURFACE BED: Selected approved floor tiles on 25mm screed on 120mm 193 mesh reinforced concrete surface bed on 250 micron USB Green Hyperlastic sheeting with sealed laps on NOTES: 25mm sand bed on selected sand fill compacted in layers not exceeding 150mm all in accordance with Engineers details and GROUND FLOOR SURFACE BED: specifications.

B

D

NOTES:

A1

B

B

A

DRIP: PVC Drip angle to soffit slab and or beam where concrete passes over both skins of brickwork.

00

Brick work, ties a walls below DPC between lip of ste

00 U

G

A

B 2,71

C

D

2,29

E

5,00

5,36

F

3,80

G

2,07

4,13

4,08

26

Nutec fascia board Line of wall below

15°

15° 1 132

5°

1 132

A

A 1 132

Sisalation waterproofing between Roof sheet and purlins

1 245

1 247

910

910

910

910

2,25

1 132

Truss spacing c/c

1 132 1 132 1 132

910

Roof Cut Away | Not to scale

DRIP: PVC Drip angle to soffit slab and or beam where concrete passes over both skins of brickwork.

5,36

26

E 3,80

F

G

2,07

4,13

H 5,00

I

5,00

J

K

5,00

5,00

L 5,00

M 5,00

N 5,00

O 5,00

P 5,00

Q R

1,20

4,08

8

S

5 1

7

2

4,38

A

A

3 4

C3

C3

WATERPROOFING: Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

Provide a min distance of 150mm between lip of stepped DPC.

sisalationed insulation laid between lipped channels and roof sheeting as per manufactuers recommendations

TIMBER ROOF Selected approved klip-lok 700 concealed fix profiled metal roof sheeting ,

C4

5

6

B

6

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

M1

O1

Part Plan SCALE 1:500

general notes

• the design on this drawing is copyright and remains the property o fSM • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior to construction • any discrepancies are to be reported to SM immediately • SM accepts no responsibility for errors resulting from general notes misinterpretation of this drawing

• the design on this drawing is copyright and remains the property o fSM

issued for

project number

project The Green | Zennepark

TS3.2 Working Drawings

Saarah Mkansi Advanced Diploma Architectural Technologist student

2023/11 issued for

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

SM

location

as shown on drawing @ A1

drawn

SMkansi

drawing

Canal North-East in Brussels , Belgium client

Cape Peninsula University of Technology

scale

The Green Hub

Technical Development

Timber Rood Cut-away, .8 Timber Roof plan drawing #

project

00

project number

The Green | Zennepark

Technical Development

revision

Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills. aled lapswalls on 25mm sandtobed on selected fill compacted below DPC be concrete filled.sand Provide a min distance of 150mm Provide a min distance of 150mm TIMBER ROOF between lip of stepped DPC. eeding 150mm with Engineers details and betweenall lip in of accordance stepped DPC. Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , GLAZING/WINDOWS/SHOPFRONTS: Laid in accordance with manufacturers specifications for high wind conditions CEILINGS: - TIMBER ROOF All glazing to windows & doors in excess of 1sqm or less than 500mm above on 50x75mm steel purlins at sheeting manufacturer specified centres.

LABS: Selected approved ceiling boards where required as 40mm plywood, FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 with AZ 200 coating. ed cast stained in-situ concrete slabwith screed bedded asspecifications per black fixedreinforced in accordance manufacturers Part N cation and prepared brandering for tiling specification. to 38x38mm at 450mm max centers both directions fixed STEEL ROOF All flashings to suit the selected roofing/cladding material. Min. thickness to underside beams manufacturers specification. 50mm isoboard Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped 0.55mm and as per manufacturers recommendations to suit climatic thermal insulation or equally approved laid under purlins assessment as by channels at 1400mm c/c in accordance with manufacturers specification, conditions and performance requirements. Refer to spec. doc. specialist consultant specs. Specifiactions. All cavity and brickforce built in to Engineer

GSPublisherVersion 0.93.100.100

D 5,00

1

Timber Rood Cut-away | Not to scale

GLAZING/WINDOWS/SHOPFRONTS: All glazing to windows & doors in excess of 1sqm or less than 500mm above SUSPENDED SLABS: FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 DRIP: Engineer approved cast in-situ concrete reinforced slab screed bedded as per N slab and or beam where concrete PVC Drip angle toPart soffit engineer specification and prepared for tiling specification.

OR SURFACE BED: All flashings to suit the selected roofing/cladding material. Min. thickness passes over both skins of brickwork. ed floor BRICK tiles onWALL: 25mm screed on 120mm 193 mesh 0.55mm and as per manufacturers recommendations to suit climatic WATERPROOFING: ete surface bed on 250 micron USB Green Hyperlastic conditions and performance requirements. Refer to spec. doc.

Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity

C to be concrete filled. Provide a min distance of 150mm epped DPC.

C 2,29

2,25

GROUND FLOOR SURFACE BED: Selected approved floor tiles on 25mm screed on 120mm 193 mesh reinforced concrete surface bed on 250 micron USB Green Hyperlastic sheeting with sealed laps on 25mm sand bed on selected sand fill compacted in layers not exceeding 150mm all in accordance with Engineers details and specifications.

U

B 2,71

3,97

NOTES:

T

A

C4

910

B

910

2,84

Truss spacing c/c

5,00

Line of wall below

6

Truss spacing c/c

1 132

1 132

3,97

1 132

5

12,76

4

RWDP

1 132

12,76

50mm isoboard thermal insulation

Truss spacing c/c

4,38

41x 700mm Klip-Lok 700 sheeting, Galvanised Z275 fixed on S.A pine timber purlins

1 132

Line of wall below

2

Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped channels at 1400mm c/c in accordance with manufacturers specification, Sisalationed insulation laid between lipped channels and rroof sheeting as per manufactuers recommendations

5,00

2,84

1

The Green Hub

scale drawn

as show

D-05

C

B

A

E

F

Conceal fix roof sheeting 38x38mm S.A treated timber batten 75x50mm SA pine timber purlins

D-06

D-04

40mm thick Extruded polysterene insulation board Sisalation waterproofing/ Insulation / Reflective Foil

228x50mm SA pine timber top member/ Rafter Galvanised Steel edge gutter

38x38mm S.A treated timber batten black-stained plywood ceiling

2mm Safintra Aluminum zinc coated sheet, on 12 mm plywood fixed with concealed 50mm treaded screws into concrete upstand beam

75x110x220mm common clay brick cavity wall fillied with 30mm isoboard insulation as per eng's specs

D-01

152x38mm SA pine timber diagonals/ strut 228x50mm SA pine timber post

D-08 Roof Garden min 150mm soil layer and 150mm gravel ballast layer separated by a comer profile, placed on the geotextile filler laid on a dimple sheet laid on geotextile filler, laid on a root barrier , laid on derbigum water proofing membrance on a min 40mm screed to fall at 1:60 bedded on a a expanded polysterene insulation on in-situ reinforced concrete slab as per engs details+specscrews into concrete upstand beam

D-07

EXTERIOR

INTERIOR

Ceiling SIGMA Plater trim stain white epoxy coated aluminium shadoline cornice with 5/6/36 wall anchors @ 450c/c

Stair

2mm Safintra Aluminum zinc coated sheet, on 12 mm plywood fixed with concealed 50mm treaded screws into concrete upstand beam

75x110x220mm double common clay brick

D-02 300x300mm hardwood tile decking, fixed with brass screws to plastic pedestal placed on dpm waterproofing laid on a min of 40mm screed to fall at 1:60 to direct storm water to the outlet connected to the RWDP cast on a min 185mm in-situ reinforced concrete as per engineers specs

EXTERIOR

INTERIOR

Precast concrete upstand as per engineers details and specs

Ceiling SIGMA Plater trim stain white epoxy coated aluminium shadoline cornice with 5/6/36 wall anchors @ 450c/c

Stair

EXTERIOR

INTERIOR

Aluminum Bitumen paint as solar reflective coating to protect membrane from UV radiation

0.6mm factory coated galvanized mild steel corrugated cladding fixed to 125 x 50 x 25mm cold rolled mild steel purlins @ max 1200mm c/c welded to 50 x50mm hot rolled angles ,welded hot rolled I-section mild steel rafter

Stair

Safintra Aluminum zinc coated aluminum formed closer .Apply angle at top and bottom of closer for sealant stop Ceiling SIGMA Plater trim stain white epoxy coated aluminium shadoline cornice with 5/6/36 wall anchors @ 450c/c

Curtain wall Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass, sealed with discreet pressure plate and EPDM cover gasket to 228mm transoms and 228 mm mullions

Brick retaining wall 72x110x220mm common clay brick, with the cavity filled with concrete as per engs+spec. The Outerwall of the retaining wall is coated with sika cemflex cementitious water proofing protected by a pvc dimple sheet.

190 x 291 concrete water enclosed with a 100 x 1.7m galvanized steel drainage grate

Stair

EXTERIOR

INTERIOR

D-03

Pavement Common clay bricks stretcher course laid on 25mm sand laid on250 micron waterproofing membrane laid 150mm layer of compacted earth

GROUND FLOOR SURFACE BED: Selected approved floor tiles on 25mm screed on 120mm 193 mesh reinforced concrete surface bed on 250 micron USB Green Hyperlastic sheeting with sealed laps on 25mm sand bed on selected sand fill compacted in layers not exceeding 150mm all in accordance with Engineers details and specifications.

SUSPENDED SLABS: Engineer approved cast in-situ concrete reinforced slab screed bedded as per engineer specification and prepared for tiling specification.

BRICK WALL: Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity walls below DPC to be concrete filled. Provide a min distance of 150mm between lip of stepped DPC. CEILINGS: - TIMBER ROOF Selected approved ceiling boards where required as 40mm plywood, stained black fixed in accordance with manufacturers specifications to 38x38mm brandering at 450mm max centers both directions fixed to underside beams manufacturers specification. 50mm isoboard thermal insulation or equally approved laid under purlins assessment as by specialist consultant specs.

GSPublisherVersion 0.93.100.100

DRIP: PVC Drip angle to soffit slab and or beam where concrete passes over both skins of brickwork.

Concrete footing to structural engineering details and specs

WATERPROOFING: Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

Provide a min distance of 150mm between lip of stepped DPC. GLAZING/WINDOWS/SHOPFRONTS: All glazing to windows & doors in excess of 1sqm or less than 500mm above FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 Part N All flashings to suit the selected roofing/cladding material. Min. thickness 0.55mm and as per manufacturers recommendations to suit climatic conditions and performance requirements. Refer to spec. doc.

TIMBER ROOF Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , Laid in accordance with manufacturers specifications for high wind conditions on 50x75mm steel purlins at sheeting manufacturer specified centres. with AZ 200 coating.

STEEL ROOF Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped channels at 1400mm c/c in accordance with manufacturers specification, sisalationed insulation laid between lipped channels and roof sheeting as per manufactuers recommendations

SECTIONS A-A A-A | Not to scale SECTION | Not to scale general notes

• the design on this drawing is copyright and remains the property o fSM • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior to construction • any discrepancies are to be reported to SM immediately • SM accepts no responsibility for errors resulting from misinterpretation of this drawing

issued for

project

project number

The Green | Zennepark

TS3.2 Working Drawings

Saarah Mkansi Advanced Diploma Architectural Technologist student

2023/11

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

SM

Technical Development

drawn

location

Canal North-East in Brussels , Belgium client

scale

The Green Hub

as shown on drawing @ A1 SMkansi

drawing

SECTIONS A-A drawing #

revision

NOTES:

40mm Screed, bedded on 75mm in-situ reinforced concrete surface bed, to engineer's specification. 30mm isoboard insulation laid on usb green 3 layer 170 damp proof membrane, 50mm clean sand blinding layer, and 150mm mechanically compacted earth

00

Cape Peninsula University of Technology

G

C

B

A

D-04

D-01

D-08

EXTERIOR

INTERIOR

D-02

EXTERIOR

INTERIOR

Safintra aluminum coated flashing bolted into sloped timber block

Safintra aluminum coated flashing bolted into sloped timber block

Safintra aluminum coated flashing on top of the sloped timber block

EPDM rubber (ethylene propylene diene monomer rubber)

EPDM rubber (ethylene propylene diene monomer rubber)

10mm jointex between sloped timber block and concrete

228x50mm SA pine timber top member/ Rafter

10mm jointex between sloped timber block and concrete

Separation tape between curtain transom and steel angled plate

Sisalation waterproofing/ Insulation / Reflective Foil

Separation tape between curtain transom and steel angled plate

40mm thick Extruded polysterene insulation board

Extruded Safintra Aluminum zinc coated 228mm mullion

Extruded Safintra Aluminum zinc coated transom

Double glazing, 10 mm toughened glass 16mm argon-filled cavity, 13.5 mm laminated safety glass,

EXTERIOR

INTERIOR

Safintra Aluminum zinc coated extruded cover cap

EXTERIOR

Safintra aluminum coated flashing on top of the sloped timber block Derbigum water proofing membrane

Derbigum water proofing membrane

Aluminum Bitumen paint as solar reflective coating to protect membrane from UV radiation

30mm screed Brick grip DPC & DPM to overlap and joint pressure taper sealed

Aluminum Bitumen paint as solar reflective coating to protect membrane from UV radiation

0.6mm factory coated galvanized mild steel corrugated sheeting

One brick course weephole every third perpend

50x75mm S.A treated timber purlins

100mm x 100 mm x 6mm galvanized mild steel equal angle

In-situ reinforced concrete as per engineers specs

Root barrier

EXTERIOR | Balcony

Alum gutter to 80Ø upvc RWDP (inc spreader) fixed truss and facia

190 x 291 concrete water enclosed with a 100 x 1.7m galvanized steel drainage grate

min 40mm screed to fall at 1:60

Separation tape between curtain transom and steel angled plate

Bolts chemically fixed into pre-drilled holes into concretewindow cill

INTERIOR

Debigum water proof membrane

Geotextile filler

Silicone Sealant and Polycord 30mm screed EPDM rubber (ethylene propylene diene monomer rubber)

300x300mm hardwood tile decking Safintra Aluminum zinc coated back-pan

Brick grip DPC & DPM to overlap and joint pressure taper sealed

Plastic pedestal placed

190 x 291 concrete water enclosed with a 100 x 1.7m galvanized steel drainage grate

40mm screed to fall at 1:60 to direct storm water DPM lay

200x75x20mm Lipped Channel Sheeting rail

Expanded polysterene insulation

Geotextile filler

Geotextile filler Safintra Aluminum zinc coated back-pan

300x300mm hardwood tile decking

Expanded polysterene insulation

Dimple sheet Geotextile filler

114 x 38 timber wallplate

38x38mm S.A treated timber batten

Concrete slab as be structural engineers details and specs

Dimple sheet

Extruded polystyrene insulation board

Headwall flashing with counter flashing, broadflute clsure and polycord to be installed in accordance with manfacturer's specs

Extruded polystyrene insulation board

Rainwater drip 10mm Jointex movement joint

Debigum water proof membrane Root barrier

Separation corner profile Full bore outlet as per mechanical engineers details and specs

200x75x20mm Lipped Channel Sheeting rail

Wall tie

min 40mm screed to fall at 1:60

0.6mm factory coated galvanized mild steel corrugated sheeting

In-situ reinforced concrete as per engineers specs

One brick course weephole every third perpend

Galv hoop iron wrapped around truss and fixed cast into mortar cavity Separation tape between curtain transom and steel angled plate

Separation tape between curtain transom and steel angled plate

Brickforce every course last 4 courses Cavity closer

190 x 291 concrete water enclosed with a 100 x 1.7m galvanized steel drainage grate

Reinforced concrete column as per engineers details and specs 40mm thick extruded Polystyrene insulation board

0.6mm factory coated galvanized mild steel corrugated cladding

40mm thick Extruded polysterene insulation board

0.6mm factory coated galvanized mild steel corrugated cladding

cavity filled with concrete as per engs+spec

228x50mm SA pine timber top member/ Rafter

In-situ reinforced concrete as per engineers specs

In-situ reinforced concrete as per engineers specs

CAPCO Galvanised angle 25mm x 25mm x 0.5 fixed with 2 wafertek screws 3mm Rhinolite Skim coat ceiling system 9mm plasterboard

Drip flashing

EXTERIOR

INTERIOR

13x4.2mm screw

Detail 03 | Not to scale

Detail 04 | Not to scale

Detail 02 | Not to scale

Detail TS3 | Not to scale

Detail 08 | Not to scale

D-03

Part section | Not to scale GROUND FLOOR SURFACE BED: Selected approved floor tiles on 25mm screed on 120mm 193 mesh reinforced concrete surface bed on 250 micron USB Green Hyperlastic sheeting with sealed laps on 25mm sand bed on selected sand fill compacted in layers not exceeding 150mm all in accordance with Engineers details and specifications.

SUSPENDED SLABS: Engineer approved cast in-situ concrete reinforced slab screed bedded as per engineer specification and prepared for tiling specification.

BRICK WALL: Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity walls below DPC to be concrete filled. Provide a min distance of 150mm between lip of stepped DPC. CEILINGS: - TIMBER ROOF Selected approved ceiling boards where required as 40mm plywood, stained black fixed in accordance with manufacturers specifications to 38x38mm brandering at 450mm max centers both directions fixed to underside beams manufacturers specification. 50mm isoboard thermal insulation or equally approved laid under purlins assessment as by specialist consultant specs.

GSEducationalVersion GSPublisherVersion 0.10.100.100 GSPublisherVersion 0.93.100.100

DRIP: PVC Drip angle to soffit slab and or beam where concrete passes over both skins of brickwork.

WATERPROOFING: Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

Provide a min distance of 150mm between lip of stepped DPC. GLAZING/WINDOWS/SHOPFRONTS: All glazing to windows & doors in excess of 1sqm or less than 500mm above FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 Part N All flashings to suit the selected roofing/cladding material. Min. thickness 0.55mm and as per manufacturers recommendations to suit climatic conditions and performance requirements. Refer to spec. doc.

TIMBER ROOF Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , Laid in accordance with manufacturers specifications for high wind conditions on 50x75mm steel purlins at sheeting manufacturer specified centres. with AZ 200 coating.

STEEL ROOF Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped channels at 1400mm c/c in accordance with manufacturers specification, sisalationed insulation laid between lipped channels and roof sheeting as per manufactuers recommendations

general notes

• the design on this drawing is copyright and remains the property o fSM • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior to construction • any discrepancies are to be reported to SM immediately • SM accepts no responsibility for errors resulting from misinterpretation of this drawing

issued for

project

project number

The Green | Zennepark

TS3.2 Working Drawings

Saarah Mkansi Advanced Diploma Architectural Technologist student

2023/11

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

SM

Technical Development location

Canal North-East in Brussels , Belgium client

Cape Peninsula University of Technology

scale

The Green Hub

drawn

as shown on drawing @ A1 SMkansi

drawing

Section A-A Details drawing #

revision

NOTES:

00

D-05

E

F

D-06

75x50mm SA pine timber purlins

Conceal fix roof sheeting

Sisalation waterproofing/ Insulation / Reflective Foil

D-07

40mm thick Extruded polysterene insulation board

228x50mm SA pine timber top member/ Rafter Stair

75x50mm SA pine timber purlins

152x38mm SA pine timber diagonals/ strut

Conceal fix roof sheeting

152x38mm SA pine timber diagonals/ strut 40mm thick Extruded polysterene insulation board

152x38mm SA pine timber diagonals/ strut

30mm Isoboard insulation

30mm Isoboard insulation

38x38mm S.A treated timber batten Sisalation waterproofing/ Insulation / Reflective Foil

38x38mm S.A treated timber batten

Stair

black-stained plywood ceiling black-stained plywood ceiling

228x50mm SA pine timber top member/ Rafter

OUTSIDE INSIDE

38x38mm S.A treated timber batten black-stained plywood ceiling

Stair

228x50mm SA pine timber post

Sealant/ movement joint 38x38mm S.A treated timber batten 38x38mm S.A treated timber batten

228x50mm SA pine timber post

Stair

21x102mm Endura Pine Floorboard 30mm min screed

Mild steel flate plate anchored into the brick wall trusses bolted togther

Mild steel flate base plate anchored into the brick wall 152x38mm SA pine timber diagonals/ strut

Wall tie

Mild steel flate base plate anchored into the brick wall

228x50mm SA pine timber 10mm Jointex/ movement joint post

Detail 0707 | Not to scale Detail SCALE 1:5

SCALE 1:5

DRIP: PVC Drip angle to soffit slab and or beam where concrete passes over both skins of brickwork.

WATERPROOFING: Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

Provide a min distance of 150mm between lip of stepped DPC.

Engineer approved cast in-situ concrete reinforced slab screed bedded as per

walls below DPC to be concrete filled. Provide a min distance of 150mm engineer specification and prepared for tiling specification. between lip of stepped DPC.

BRICK WALL: Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity walls below DPC to be concrete filled. Provide a min distance of 150mm CEILINGS: - TIMBER ROOF between lip of stepped DPC.

Selected approved ceiling boards where required as 40mm plywood, CEILINGS: - TIMBER ROOF stained black fixed in accordance with manufacturers specifications Selected approved ceiling boards where required as 40mm plywood, to 38x38mm branderingstained at 450mm centers directions fixed black fixedmax in accordance withboth manufacturers specifications to 38x38mm brandering at 450mm max centers both directions fixed to underside beams manufacturers specification. 50mm isoboard to underside beams manufacturers specification. 50mm isoboard thermal insulation or equally laid approved under laid purlins assessment asbyby thermalapproved insulation or equally under purlins assessment as specialist consultant specs. specialist consultant specs.

GSEducationalVersion GSPublisherVersion 0.10.100.100 GSPublisherVersion 0.93.100.100

GSPublisherVersion 0.94.100.100

FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 Part N

issued for

general notes

TIMBER ROOF All flashings to suit the selected roofing/cladding material. Min. thickness 0.55mm and as per manufacturers recommendations to suit climatic Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , conditions and performance requirements. Refer to spec. doc.

• the design on this drawing is copyright and remains the property o fSM general notes issued for Laid in accordance with manufacturers specifications for high wind conditions • all work is to be carried out in accordance with the TIMBER ROOF • thespecified design on thiscentres. drawing is copyright and remains the on 50x75mm steel purlins at sheeting manufacturer Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , N.B.R. SANS 10400 and applicable authority regulations property o fSM Laid in with accordance AZ with 200manufacturers coating. specifications for high wind conditions • all work is to be carried out in accordance with the • the scaling of this drawing for construction purposes is not permitted on 50x75mm steel purlins at sheeting manufacturer specified centres.

N.B.R. SANS 10400 and applicable authority regulations with AZ 200 coating.

• isallnotdimensions and levels are to be confirmed on site prior to • the scaling of this drawing for construction purposes permitted STEEL ROOF • all dimensions and levels are to be confirmed on site prior to STEEL ROOF construction Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped construction Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped • any discrepancies are to be reported to SM immediately • any discrepancies are to be reported to SM immediately channels at 1400mm c/c accordance with specification, channels at in1400mm c/cmanufacturers in accordance with manufacturers specification, • SM accepts no responsibility for errors resulting from 2023/11 sisalationed insulation laid between lipped channels and roof sheeting • SM accepts no responsibility for errors resulting from misinterpretation this drawing sisalationed insulation laid between lipped channels and roofofsheeting as per manufactuers recommendations misinterpretation of this drawing as per manufactuers recommendations

TS4.2 Detail Drawings

project

project number

The Green | Zennepark

TS3.2 Working M Drawings

project

project number

The Green | Zennepark

Saarah Mkansi

Advanced Diploma Architectural Technologist student

T 082 682 8965

E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

S

2023/11

Technical Development location

Canal North-East in Brussels , Belgium client

Cape Peninsula University of Technology

scale

The Green Hub

drawn drawing

Saarah Mkansi

Detail 07, Detail 08

Advanced drawing #Diploma Architectural Technologist student

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

SM

as shown on drawing @ A1 SMkansi

00

Technical Development location

Canal North-East in Brussels , Belgium client

scale

The Green Hub

drawn

as shown on drawing @ A1 SMkansi

drawing

Section A-A details 02 drawing #

revision

GLAZING/WINDOWS/SHOPFRONTS: DRIP: All glazing to windows & doors in excess of 1sqm or less than 500mm above SUSPENDED SLABS: NOTES: PVC Drip angle to soffit slab and or beam where concrete FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 GROUND FLOOR SURFACE BED: Engineer approved cast Selected in-situapproved concrete reinforced slabonscreed bedded as perpasses over both skins of brickwork. floor tiles on 25mm screed 120mm 193 mesh Part N WATERPROOFING: reinforced concretefor surface bed specification. on 250 micron USB Green Hyperlastic engineer specification and prepared tiling Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills. sheeting with sealed laps on 25mm sand bed on selected sand fill compacted All flashings to suit the selected roofing/cladding material. Min. thickness Provide a min distance of 150mm between lip of stepped DPC. in layers not exceeding 150mm all in accordance with Engineers details and 0.55mm and as per manufacturers recommendations to suit climatic specifications.

GLAZING/WINDOWS/SHOPFRONTS: BRICK WALL: All glazing to windows &and doorsperformance in excess of 1sqm orrequirements. less than 500mm above conditions Refer to spec. doc.

SUSPENDED SLABS: Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity

revision

GROUND FLOOR SURFACE BED: Selected approved floor tiles on 25mm screed on 120mm 193 mesh reinforced concrete surface bed on 250 micron USB Green Hyperlastic sheeting with sealed laps on 25mm sand bed on selected sand fill compacted in layers not exceeding 150mm all in accordance with Engineers details and specifications.

Detail TS3 | Not to scale

Detail 08

Part section (1) | Not to scale

NOTES:

222x106x73mm imperial claybrick double wall laid in stretcher course with cavity

Detail 06 | Not to scale

00

Cape Peninsula University of Technology

G

1

4

6

D-12

Galvanised steel conceal fix Roof sheeting clip fixed at 100x50x20mm Lipped channel sheeting rail at 600mm c/c spacing

Galvanised Steel edge box gutter laid on Sisalation waterproofing/ Insulation/ Reflective Foil

D-11

254x254mm Mild Steel H-Section Beam welded on 276x261mm Mild Steel H-Section

15mm primed and painted gypsum board on 50 x 50 x 5mm steel c-channel grid @ 600mm c/c space fixed to external lipped channels with threaded steel 10mmØ nut and bolt

0.6mm factory coated galvanized mild steel corrugated cladding fixed to 200 x 75 x 2mm cold rolled mild steel purlins @ max 1200mm c/c bolted to 50 x 50mm hot rolled angles welded to 254 x 254mm hot rolled I-beam mild steel columns .

Stair D- 10

Ceiling SIGMA Plater trim stain white epoxy coated aluminium shadoline cornice with 5/6/36 wall anchors @ 450c/c

75x110x220mm common clay brick cavity wall fillied with 30mm isoboard insulation as per eng's specs

Brick retaining wall 72x110x220mm common clay brick, with the cavity filled with concrete as per engs+spec. The Outerwall of the retaining wall is coated with sika cemflex cementitious water proofing protected by a pvc dimple sheet.

75x110x220mm double common clay brick

D-09 190 x 291 concrete water enclosed with a 100 x 1.7m galvanized steel drainage grate

40mm Screed, bedded on 75mm in-situ reinforced concrete surface bed, to engineer's specification. 30mm isoboard insulation laid on usb green 3 layer 170 damp proof membrane, 50mm clean sand blinding layer, and 150mm mechanically compacted earth

Pavement Common clay bricks stretcher course laid on 25mm sand laid on250 micron waterproofing membrane laid 150mm layer of compacted earth

Concrete footing to structural engineering details and specs

GROUND FLOOR SURFACE BED: Selected approved floor tiles on 25mm screed on 120mm 193 mesh reinforced concrete surface bed on 250 micron USB Green Hyperlastic sheeting with sealed laps on 25mm sand bed on selected sand fill compacted in layers not exceeding 150mm all in accordance with Engineers details and specifications.

SUSPENDED SLABS: Engineer approved cast in-situ concrete reinforced slab screed bedded as per engineer specification and prepared for tiling specification.

BRICK WALL: Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity walls below DPC to be concrete filled. Provide a min distance of 150mm between lip of stepped DPC. CEILINGS: - TIMBER ROOF Selected approved ceiling boards where required as 40mm plywood, stained black fixed in accordance with manufacturers specifications to 38x38mm brandering at 450mm max centers both directions fixed to underside beams manufacturers specification. 50mm isoboard thermal insulation or equally approved laid under purlins assessment as by specialist consultant specs.

GSPublisherVersion 0.93.100.100

GSEducationalVersion GSPublisherVersion 0.10.100.100

DRIP: PVC Drip angle to soffit slab and or beam where concrete passes over both skins of brickwork.

WATERPROOFING: Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

Provide a min distance of 150mm between lip of stepped DPC. GLAZING/WINDOWS/SHOPFRONTS: All glazing to windows & doors in excess of 1sqm or less than 500mm above FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 Part N All flashings to suit the selected roofing/cladding material. Min. thickness 0.55mm and as per manufacturers recommendations to suit climatic conditions and performance requirements. Refer to spec. doc.

TIMBER ROOF Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , Laid in accordance with manufacturers specifications for high wind conditions on 50x75mm steel purlins at sheeting manufacturer specified centres. with AZ 200 coating.

STEEL ROOF Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped channels at 1400mm c/c in accordance with manufacturers specification, sisalationed insulation laid between lipped channels and roof sheeting as per manufactuers recommendations

SECTION | Not scale SECTION B-BA-A | Not totoscale

general notes

• the design on this drawing is copyright and remains the property o fSM • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior to construction • any discrepancies are to be reported to SM immediately • SM accepts no responsibility for errors resulting from misinterpretation of this drawing

issued for

project

project number

The Green | Zennepark

TS3.2 Working Drawings

Saarah Mkansi Advanced Diploma Architectural Technologist student

2023/11

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

SM

Technical Development

drawn

location

Canal North-East in Brussels , Belgium client

Cape Peninsula University of Technology

scale

The Green Hub

as shown on drawing @ A1 SMkansi

drawing

SECTION B-B drawing #

revision

NOTES:

00

1

4

D-12

D-11

concealed fix roof sheeting

Aluminum zinc coated ridge

30X30mm Galvanized mild steel cleat

15mm primed and painted gypsum board

30X30mm Galvanized mild steel cleat

100x50x20mm Lipped channel sheeting rail

100x50x20mm Lipped channel sheeting rail 50 x 50 x 5mm steel c-channel grid @ 600mm c/c concealed fix roof sheeting

Galvanised Steel edge box gutter

Aluminum coated counter flashing

30mm screed 75x110x220mm common clay brick cavity wall fillied with 40mm isoboard insulation as per eng's specs

D- 10

Sisalation waterproofing/ Insulation / Reflective Foil

30mm Isoboard insulationl

30mm Isoboard insulationl

Concrete slab as be structural Aluminum zinz coated external corner flashing engineers details and specs to counter flashing on cladding

30mm screed

Concrete slab as be structural engineers details and specs

Brick grip DPC & DPM to overlap and joint pressure taper sealed

Sisalation waterproofing/ Insulation / Reflective Foil

Jointex/ movement joint 50X50mm Galvanized mild steel cleat

40mm thick Extruded polystyrene insulation board

One brick course weephole every third perpend

300X300 mm Galvanized mild steel H-section

200x75x20mm Lipped Channel Sheeting rail

50mm clean sand blinding layer

Haunch

CAPCO Galvanised angle 25mm x 25mm x 0.5 fixed with 2 wafertek screws 50mm clean sand blinding layer

3mm Rhinolite Skim coat ceiling system

0.6mm factory coated galvanized mild steel corrugated cladding

300X300 mm Galvanized mild steel H-section

9mm plasterboard 150mm mechanically compacted earth

13x4.2mm screw

75x110x220mm common clay brick cavity wall fillied with 40mm isoboard insulation as per eng's specs

Reinforced concrete column as per engineers details and specs

190 x 291 concrete water enclosed with a 100 x 1.7m galvanized steel drainage grate

D-09

Haunch

300X300 mm Galvanized mild steel H-section

cavity filled with concrete as per engs+spec

Detail TS3 | Not to scale

Detail TS3 | Not to scale

Detail TS3 | Not to scale

Detail TS3 | Not to scale

Part section | Not to scale

GROUND FLOOR SURFACE BED: Selected approved floor tiles on 25mm screed on 120mm 193 mesh reinforced concrete surface bed on 250 micron USB Green Hyperlastic sheeting with sealed laps on 25mm sand bed on selected sand fill compacted in layers not exceeding 150mm all in accordance with Engineers details and specifications.

SUSPENDED SLABS: Engineer approved cast in-situ concrete reinforced slab screed bedded as per engineer specification and prepared for tiling specification.

BRICK WALL: Brick work, ties and brickforce built in to Engineer Specifiactions. All cavity walls below DPC to be concrete filled. Provide a min distance of 150mm between lip of stepped DPC. CEILINGS: - TIMBER ROOF Selected approved ceiling boards where required as 40mm plywood, stained black fixed in accordance with manufacturers specifications to 38x38mm brandering at 450mm max centers both directions fixed to underside beams manufacturers specification. 50mm isoboard thermal insulation or equally approved laid under purlins assessment as by specialist consultant specs.

GSEducationalVersion GSPublisherVersion 0.10.100.100 GSPublisherVersion 0.93.100.100

DRIP: PVC Drip angle to soffit slab and or beam where concrete passes over both skins of brickwork.

WATERPROOFING: Torch on stepped DPC to cavity walls at slab, surface bed, windows and cills.

Provide a min distance of 150mm between lip of stepped DPC. GLAZING/WINDOWS/SHOPFRONTS: All glazing to windows & doors in excess of 1sqm or less than 500mm above FFL to be safety glazed in accordance with of SANS 10137 & SANS 10400 Part N All flashings to suit the selected roofing/cladding material. Min. thickness 0.55mm and as per manufacturers recommendations to suit climatic conditions and performance requirements. Refer to spec. doc.

TIMBER ROOF Selected approved klip-lok 700 concealed fix profiled metal roof sheeting , Laid in accordance with manufacturers specifications for high wind conditions on 50x75mm steel purlins at sheeting manufacturer specified centres. with AZ 200 coating.

STEEL ROOF Selected approved Safintra AZ Trimflute profile roof sheet fixed with lipped channels at 1400mm c/c in accordance with manufacturers specification, sisalationed insulation laid between lipped channels and roof sheeting as per manufactuers recommendations

general notes

• the design on this drawing is copyright and remains the property o fSM • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior to construction • any discrepancies are to be reported to SM immediately • SM accepts no responsibility for errors resulting from misinterpretation of this drawing

issued for

project

project number

The Green | Zennepark

TS3.2 Working Drawings

Saarah Mkansi Advanced Diploma Architectural Technologist student

2023/11

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

SM

Technical Development location

Canal North-East in Brussels , Belgium client

scale

The Green Hub

drawn

as shown on drawing @ A1 SMkansi

drawing

Section B-B details drawing #

revision

NOTES:

00

Cape Peninsula University of Technology

G

910

226

E2

E3 Joinery

E1

900

Drawer

376

WD - 007

a Cupboard

90mm void with 16mm MDF on bith side

Drawer Drawer

407

- 004 DOO

350

386

Drawer

3 434

Structure

293

Drawer

Drawer

450

450

450

450

Joinery

Drawer

273

16

200

20

285

384

Drawer Cupboard

Joinery

Drawer

880

556

Drawer

297

334 349

Drawer Drawer

Cupboard

880 Gas Hob

980

Drawer

291 287

b Pull out bin

598

3 455

3 890

550

110mm x 20mm brass foot rail with floor fitting

873 Joinery

12mm stataurio cladding with edge to be fixed to solid substract

Drawer

614

402

Sink

1 214

Drawer

394

600

639

doube door Fridge

a

168

497

E2

00

Joinery

+4 5 557

3 269

Counter top

Joinery

Wall plastered and painted 374

400

400

290

290

290

400

400

390

Drawer

Drawer

20

16

50

576

18

DOO - 004

16

50 326 50

52

Drawer Drawer Drawer Drawer Drawer

403

Drawer

3

Joinery

3

3

256

90

4

16

4

4

90

292

16

51

598 50

299

334

50

16

284

work counter top

Elevation 1 | Not to scale

Elevation 3 | Not to scale

C

WD -

006

C

Serve counter top

Drawer

Joinery

Elevation 2 | Not to scale

Drawers

Structure

built in seating

Joinery

600

Work counter top

Drawers

Joinery

4

3

2 100

318 16 243

900

16 339

4

Joinery

3

90 16

4 DrawersDrawersDrawers Drawers Drawers Drawers

Cupboard

Fridge

334 16

1

90 16 326 16

Cafe ng ish> floori r Fin Tile 2 <Floo 9 mm F: 1 93 60 08 CA:

Joinery

2

Cupboard

16

Service countertop

Cupboard 2

318

360

16

splash back tile

360

373 18

shelving by specialist

4 250

20

373

560

4 250

18

600 20

Structure

900

50

20

Joinery

558

900

E3

20

4 250

E1

1 899

90

Structure

Overall

Joinery

1. Complete prep bowl and tap 2 .Work counter top with splash back tiles, 20mm granite counter top with arise edge DOO - 004

3. Drawers and cupboards external pernals 16mm melamine finsh, internal panels 16mm melamine finish, with 3x hingers per cupboard door 4. Uprights and fillers panel to match external pernals 16mm

Cafe Floor Plan | Not to scale It is the sole responsibility of the joinery manufacturer to check their own site measurements. The architect shall not accept any responsibility whatsoever for the joinery that is delivered to site incorrectly sized.

Wherever possible the specialist joiner is to advise the Architect with regards to better fabrication and detailing alternatives prior to manufacture.

GSPublisherVersion 0.93.100.100

All joinery is to be confirmed by means of shop drawings supplied by specialists to joiner prior to manufacture. All items are subject to approval by Architect. The contractor is to ensure that the moisture content on site is satisfactory before taking delivery of any joinery items. All items are to be correctly and safely stored on site and adequate provision is made to wrap and protect all fittings during installation.

Samples of all finishes are to be submitted for approval prior to manufacture with a copy to be provided to the Architect, Contractor and Specialist. All corners to receive edging arris of 3mm radius.

general notes

• the design on this drawing is copyright and remains the property o fSM • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior to construction • any discrepancies are to be reported to SM immediately • SM accepts no responsibility for errors resulting from misinterpretation of this drawing

issued for

project

project number

The Green | Zennepark

TS4.2 Cafe internal Fit-out

Saarah Mkansi Advanced Diploma Architectural Technologist student

2023/11

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

SM

Technical Development

The Green Hub (CAFE)

location

drawing

Canal North-East in Brussels , Belgium

First Story, Elevation 3, Elevation 2 , Elevation 1

client

drawing #

Cape Peninsula University of Technology

scale drawn

1., E3, E2, E1

revision

JOINERY NOTES

as shown on drawing @ A1 SMkansi

00

b 910

226

E2

E3 Joinery

E1

900

Drawer

376

WD - 007

a Cupboard

90mm void with 16mm MDF on bith side

Drawer Drawer

407

- 004

560

20 16

Drawer

384 16

200

20

285 273

Drawer

168

526

497

E2

Structure

Joinery

00

+4 5

Joinery

Overall

50

Drawer

DOO

350

386

20

293

Drawer Drawer Cupboard

Joinery

Drawer

880

556

Drawer

297

334 349

Drawer Drawer

Cupboard

880 Gas Hob

980

Drawer

291 287

b Pull out bin

598

3 455

3 890

550

110mm x 20mm brass foot rail with floor fitting

873 Joinery

12mm stataurio cladding with edge to be fixed to solid substract

Drawer

614

402

Sink

1 214

Drawer

394

600

639

doube door Fridge

a

557

50

E1

16

Counter top

15

6

14 17

83

8

150 17 15

9

10

16

300

300

300

300

15

300

18

19

20

21

22

23

24

25

300

300

300

1440 Landing

9 x 300mm tread = 2700 Treads

300mm x 6 =1800mm Thread

1440 Landing

3305 Landing

300mm x 8 =2400 Thread

Cupboard

43

14

12 mm stoneware cladding polished finish -raise egde fixed to substract

50

16

14 43

803

123

Seating cushion, 150mm thick high density foam upholstered, to be stitched to fabric and screw fixed to base

26

19 mm MDF concealing bracing

17

16

Backrest Cushion secured to brick wall with gravity battens as per manufacturs specs

Cafe ng ish> floori r Fin Tile 2 <Floo 9 mm F: 1 93 60 08 CA:

300

124

19mm thick pg bison deccon infill panel melamine finish

16

20 42

38mm Pine standar with dark oat finish

13 concealed 17 14 15 16per manufactures 20mm x 20xx galvanised 11 steel Steel12 hollow section bracing as specs

71

71

6mm shadow line

7

50

5

4

284

3

Landing 03 Solid Timber FFL +4 500

16

2

16

1

50mmx20mm pine timber support

12

20mm Counter 20mm eezi quartz , with round edge profile

352

268

16

splash back tiles

Landing 02 Solid Timber FFL +2 750

16

A

Landing 01 Solid Timber 5mm Arises edge 9FFL +1 360 12

8mm brushed aluminium straight edge tile trim

17

E3

12 mm porceline polised finish with arise edge to to fixed to solis substrate

Landing 00 Tiled FFL +0 000

50

310

Tiled wall with white and balck octagonal mosiac tile

240 Channel section stringer anchor bolted and expoxied into concrete and structure

248

Painted feature wall one coat primer

50 dia x 2.5mm thick polished stainless steel handrail, neatly continuously butt welded to stainless steel plate

110mm x 20 dia complete brass foot rail with floor fitting

117

Socket @ 150mm as per electrical engineer spec

16

16

built in seating

90

100mm Aluminium Kickplate, powder coated in matt black

260x30x8mm thick polished stainless steel plate 2x bolt

between g.m.s angles Section b-b | Not to scale

Section a-a | Not to scale

Section c-c | Not to scale

240mm Chanel section stringer anchor bolted and expoxied into concrete surfaceded

DETAIL 01 SCALE 1:10

DETAIL 03 SCALE 1:10

60

C

Provide suitable pacifier between all stainless steel and g.m.s elements at all times

899

WD 00

6

Toughened glassed to be predrilled and bolted to fixing g.m.s plates

317

C

276

LED strip with led power point @ 330mm 600

4mm thich suitable nylon spacer between glazed panel and g.m.s plate for the length of the plate

300

Hardwood timber threads @ 300mm x 190 riser.

Threaded screws on welded plate as support

It is the sole responsibility of the joinery manufacturer to check their own site measurements. The architect shall not accept any responsibility whatsoever for the joinery that is delivered to site incorrectly sized.

Wherever possible the specialist joiner is to advise the Architect with regards to better fabrication and detailing alternatives prior to manufacture.

GSPublisherVersion 0.93.100.100

All joinery is to be confirmed by means of shop drawings supplied by specialists to joiner prior to manufacture. All items are subject to approval by Architect. The contractor is to ensure that the moisture content on site is satisfactory before taking delivery of any joinery items. All items are to be correctly and safely stored on site and adequate provision is made to wrap and protect all fittings during installation.

Samples of all finishes are to be submitted for approval prior to manufacture with a copy to be provided to the Architect, Contractor and Specialist. All corners to receive edging arris of 3mm radius.

general notes

• the design on this drawing is copyright and remains the property o fSM • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior to construction • any discrepancies are to be reported to SM immediately • SM accepts no responsibility for errors resulting from misinterpretation of this drawing

issued for

50x50x5mm g.m.s angles with painted finish 2x bolted to cleats project number

project

The Green | Zennepark

TS4.2 Cafe internal Fit-out

4mm thich suitable nylon spacer between glazed panel and g.m.s plate for the length of the plate

Saarah Mkansi

Advanced Diploma Architectural Technologist student

2023/11

T 082 682 8965 E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

760x45x45mm g.m.s flate with painted finish bolted to g.m.s angle.

SM

Technical Development location

Canal North-East in Brussels , Belgium client

Cape Peninsula University of Technology

scale

The Green Hub (CAFE)

drawn

300x40x10mm thich g.m.s plate with painted finished expoxied into concrete surfacebed drawing

First Story, Section b-b, Section a-a, Section c-c BALUSTRADE DETAIL 01 drawing # SCALE 1:10

as shown on drawing @ A1

250

JOINERY NOTES

DETAIL 05 SCALE 1:10

revision

Cafe Floor Plan | Not to scale

740x35x5mm g.m.s flat with painted finish bolted to g.m.s angle

60 25

760x45x45mm g.m.s flate with painted finish bolted to g.m.s angle.

222

DETAIL 02 SCALE 1:10

DOO - 004

SMkansi

00

1., b, Cafe 2

4mm thich suitable nylon spacer between glazed panel and G g.m.s plate for the length of the plate

24

25

260x30x8mm thick polished stainless steel plate 2x bolt between g.m.s angles 30 dia x 10mm long suitable g.m.s space between 10mm dia center Provide pacifier between all stainless steel hole between angle and plate at all times and g.m.s elements

26

760x45x45mm g.m.s plate with painted finish bolted to g.m.s Provide suitable pacifier between all stainless steel angle.

Toughened glassed at to all be times predrilled and bolted to and g.m.s elements fixing g.m.s plates 760x45x45mm g.m.s plate with painted finish bolted to g.m.s angle.

Toughened glassed to be predrilled and bolted to Finished face to masonry fixing g.m.s plates

3305 Landing

300mm x 8 =2400 Thread

Hardwood timber threads @ 300mm x 190 riser.

Threaded screws on welded plate as support

240mm Chanel section stringer anchor bolted and expoxied into concrete surfaceded

DETAIL 02 SCALE 1:10

DETAIL 03 SCALE 1:10

DETAIL 04 SCALE 1:10

740x35x5mm g.m.s flat with painted finish bolted to g.m.s angle

50 dia x 25mm Polished stainless steel handrail

950

50 dia x 5mm thick stainless steel washer plate to cover hole, fixed to wall

BALUSTRADE DETAIL 02

T.O.L 1.800

115 75 BALUSTRADE DETAIL 01

740x35x5mm g.m.sangles flat with painted finish bolted 50x50x5mm g.m.s with painted finish 2x to g.m.s angle bolted to cleats

STRUCTURE

50x50x5mm g.m.s angles with painted finish 2x bolted to cleats 300x40x10mm thich g.m.s plate with painted finished expoxied into concrete surfacebed

50 dia x 2.5mm Polished stainless steel handrail screw fixed to 20mm dia round solid stainless steel spigot to be expoxied into wall with non-shrink epoxy grout

25

300x40x10mm thich g.m.s plate with painted finished BALUSTRADE DETAIL 01 expoxied into concrete surfacebed

R

Section A-A scale 1:20

BALUSTRADE DETAIL 02 SCALE 1:10

SCALE 1:10

HANDRAIL DETAILS SCALE 1:10

5

240 Channel section stringer anchor bolted and expoxied into concrete and structure

760x45x45mm g.m.s plate with painted finish bolted to g.m.s angle.

Finished face to masonry DETAIL 04

140

760x45x45mm g.m.s plate with painted finish bolted to g.m.s 240mm Chanel section stringer anchor bolted angle. and expoxied into concrete surfaceded 140 Finished face to masonry

Hardwood timber threads @ 300mm x 190 riser.

Threaded screws on welded plate as support

240mm Chanel section stringer anchor bolted and expoxied into concrete surfaceded

DETAIL 03 SCALE 1:10

DETAIL 02 SCALE 1:10

DETAIL 03 SCALE 1:10

Hardwood timber threa Threaded screws on w

DETAIL 04 SCALE 1:10

SCALE 1:10

60

• the design on this drawing is copyright and remains the property o fSM • all work is to be carried out in accordance with the N.B.R. SANS 10400 and applicable authority regulations • the scaling of this drawing for construction purposes is not permitted • all dimensions and levels are to be confirmed on site prior to construction • any discrepancies are to be reported to SM immediately • SM accepts no responsibility for errors resulting from misinterpretation of this drawing

issued for

20mm dia round soild stainless steel spigot 50 dia x 5mm thick stainless steel washer plate to cover hole, fixed to wall

TS4.2 STAIRCASE 2023/11

115 75 25 R2 5

90

25

STRUCTURE

50 dia x 5mm thick stainless steel washer plate to cover hole,

project

SM

50 dia x 2.5mm Polished stainless steel handrail Saarah screw fixed toMkansi 20mm dia round solid stainless steel spigot to be expoxied into wall with Advanced Diploma Architectural Technologist student non-shrink epoxy grout T 082 682 8965

E saarahmkansidesigns@gmail.com 15 Hercules, Woodstock, Cape Town, 7925

fixed to wall project number

The Green | Zennepark

Technical Development

scale

The Green Hub | Staircase

Canal North-East in Brussels , Belgium

staircase page 1, ST2, ST1, drawing 218210892_MKANSI_L2_AUTOCAD _STEEL_STAIRCASE.dwg (2)-Layout1

client

drawing #

location

Cape Peninsula University of Technology

25 R2 5

50 60 5

general notes

90

90

344

20mm dia round soild stainless steel spigot

50 dia x 25mm Polished stainless steel handrail

115

53

50 dia x 25mm Polished stainless steel handrail

161

30 100

190

486

25

105

90

50 60 5

115

25 R2

760x45x45mm g.m.s plate with painted finish bolted to g.m.s angle.

80

4mm thich suitable nylon spacer between glazed panel and g.m.s plate for the length of the plate 30 dia x 10mm long g.m.s space between 10mm dia center hole between angle and plate

50 60 5

293

320 54 201 168 27 100

850

DETAIL 02 SCALE 1:10

STRUCTURE BALUSTRADE : STRUCTURE All dimensions and positions must be checked and verified on 20mm dia round soild stainless steel spigot site prior to any related portion of work beginning and that any variances or discrepancies to the documentation be reported to 50 dia x 5mm thick stainless steel washer plate to cover hole, the Architect fixed to wall This drawing to be read in conjunction with all related documentation by the Engineer, other consultants or subcontractors.

All footings and fixings to be approved by the Engineer before construction work may begin.

STAIRS 50 dia x 2.5mm Polished stainless steel handrail Soffit Beam & Stringer as engineers details, Treads and risers screw fixed to 20mm dia round solid stainless as shown on drawings. Risers to be max 200mm and treads to steel spigot to be expoxied into wallwalls with and railings to be 900mm from be min 250mm.

Balustrade non-shrinkFFL. epoxy grout

50 dia x 25mm Polished stainless steel handrail

115 75

DETAIL 01 SCALE 1:10

80

115

1000

Hardwood timber threads @ 300mm x 190 riser.

Threaded screws on welded plate as support

maximum 200mm, treads to be minimum 250mm. Headroom to DETAIL 03 SCALE 1:10 be minimum 2125mm. Width of stairways to be minimium 750mm. Balustrade walls and railings to be minimum 1000mm high and opening to balustrades to be maximum 100mm.

4mm thich suitable nylon spacer between glazed panel and g.m.s plate for the length of the plate

760x45x45mm g.m.s plate with painted finish bolted to g.m.s angle.

320

STAIR AND BALUSTRADES | SANS 10400

60

STRUCTURE

30 dia x 10mm long g.m.s space between 10mm dia center hole between angle and plate

GENERAL :

240mm Chanel section stringer anchor bolted PART M : and Treads expoxied concrete surfaceded andinto risers as shown on plan and sections. Risers to be

45

BALUSTRADE DETAIL 02 SCALE 1:10

5

267

320

DETAIL 01 SCALE 1:10

320

65

60

150

ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL AUTHORITY BYLAWS AND SANS 0400 NATIONAL BUILDING REGULATIONS

EQ 45 EQ

BALUSTRADE DETAIL 01

240 Channel section stringer anchor bolted and expoxied into concrete and structure

NOTES:

EQ

20

300

EQ

SCALE 1:10

90

75

179

132 48

132

T.O.C 0.000

100

25

25 R2 5

115

20mm dia round soild stainless steel spigot

90

1050

50 60 5

915

140

344 344

23

320 320 60

22

267 267 65

21

53 320 320

Staircase floor plan scale 1:20

20

53 30 100 30 100190 190 161 161

1440 Landing

300mm x 6 =1800mm Thread

19

293 293

18

486 486

17

105 105

1440 Landing

16

S

as shown on drawing @ A1

drawn

SMkansi

115 75

50 dia x 2.5mm Po screw fixed to 20m steel spigot to be e non-shrink epoxy g

revision

300

15

25

300

14

0

300

13

54 320 320

300

12

27 100 168 168 201 201 54 27 100

300

11

1000 1000

300

10

150 150

9

850 850

8

250 250

7

60 2560 25

300

6

60

300

5

317 317 60

300

4

300 300

3

DETAIL 01 SCALE 1:10

222 222

2

50 dia x 2.5mm thick polished stainless steel handrail, neatly continuously butt welded to stainless steel plate 260x30x8mm thick polished stainless steel plate 2x bolt 4mm thich suitable nylon spacer between glazed panel and 80 between g.m.s angles g.m.s plate for the length of the plate

899 899

1

Landing 03 Solid Timber FFL +4 500

Landing 02 Solid Timber FFL +2 750

Landing 01 Solid Timber FFL +1 360

9 x 300mm tread = 2700 Treads

80 GSPublisherVersion 0.93.100.100

d

A

Landing 00 Tiled FFL +0 000

320 320 60

50 dia x 2.5mm thick polished stainless steel handrail, neatly continuously butt welded to stainless steel plate

65

60

240 Channel section stringer anchor bolted and expoxied into concrete and structure

90

25

00

HANDRAIL DETAILS SCALE 1:10

THANK YOU