Obakeng mamosadi_ Architecture Portfolio 2021 by Obakeng Mamosadi

OBAKENG MAMOSADI

Portfolio

Obakeng

KEVIN

MAMOSADI

EXPERIENCE 2020

PUREFORM DEVELOMPMENTS New Redruth, Alberton, 1449 • Work included Project Conceptulisation • Project Documentation • Site Inspection • Project Coordination • As-builts.

PROFILE

2019

132 Jan Smuts Ave, Parkwood, Johannesburg, 2193 • Working closely with my supervisors • Preparation of schematic and design development drawings • Producing drawings, plans and documents for statutory approvals • Preparation of working drawings and speciﬁcations • Preparing tender documentation and speciﬁcations • Liaising with engineers and other construction professionals on the project team • Liaising with sub-contractors to ensure compliance with order documentation • Technical detailing on projects • Attending site meetings and inspection of works • Project management and construction management under supervision.

I am a team player with excellent communication skills and academic qualiﬁcations, who has recently completed a bachelor’s degree in Architecture (Professional). I am a resourceful, focused and determined individual who has considerable experience of working in the industry and being involved in the design and construction of various residential projects as well as some industrial projects. I have a history of working on all stages of projects from inception to completion.

2017 I want to not only make a real difference to society but also change lives and create buildings which lift the spirits of those who live in them. I have a flexible, positive attitude and am able to work within a pressurised and deadline driven environment. I am AutoCAD and Revit proficient, have contract administration experience, and am able to work with multiple stakeholders on a number of projects simultaneously. I am easy going by nature, organised and able to get along with both work colleagues, supervisors and senior managers. I am now currently looking for a suitable architectural position where I can grow in the profession and become a well-rounded architectural professional.

CO-ARC INTERNATIONAL ARCHITECTS

COUNTERSPACE 44 Stanley Ave, Milpark, Johannesburg, 2092 • Producing as-built drawings • Producing drawings for building plans approval with local authority • Attending site meetings and inspection of works • Preparation of working drawings and speciﬁcations.

2016

MDAKANE ARCHITECTS 211 Barry Hertzog Ave, Greenside, Johannesburg, 2195 • Producing as-built drawings • Producing drawings for building plans approval with local authority • Attending site meetings and inspection of works • Preparation of working drawings and speciﬁcations.

PERSONAL Name

Kevin Obakeng Mamosadi

Birthday

09 January 1989

Nationality

South African

Languages

English, Zulu, Sotho, Afrikaans

E D U C AT I O N 2018

BArch Degree in Architecture FADA, UNIVERSITY OF JOHANNESBURG, AUCKLAND PARK BUNTING ROAD The qualication entails the skills to practice in the built environment as a Senior Architectural Technologist.

SOFTWARES CONTACT Mobile

(+27) 67 - 985 - 2870

Obakeng.mamosadi@gmail.com

Address

1395 Tlale Street, Moletsane, Soweto Gauteng 1868

REFERENCES Available upon request

LINKS https://web.facebook.com/obakeng.mamosadi.5

PERSONAL SKILLS • Can cope with criticism. • Hard-working. • Calm under pressure. • Tactful & articulate. • Problem solving.

• Ambitious and determined. • Flexible & willing to travel. • Excellent communicator. • Excellent organizational skills.

HOBBIES

https://www.instagram.com/obakeng0901/

DRAWING https://twitter.com/obk0901

https://www.linkedin.com/in/obakeng-mamosadi-37811b149/

PHOTOGRAPHY

CRAFT

MUSIC

DRUMMING

CONTENTS

01. The Art Theatre

05. The Nagakin Tower Case study

11. Elective 3 - Shelter (Mobile shelters for refugees in 6 world cities

13. Elective 6 (Protest city)

15. Adaptive reuse of an exisisting structure

25. Bank of Botswana Refurbishment

35. The Leonardo

43. House Nkuna

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This project focused on the development of a mixed use facility that will be in operation for 24/7, which its approach is to ﬁnd meaningful solutions to complex architectural problems in the issues of multi storey buildings. It is also an intergration of work, live and play merging up with architecture.

THE ART THEATRE

The project also focused on makin Newtown a walkable experience mainly because of non-vehicular commuters,focusing again on accessibility; creation of paths that are usable by pedestrians, cyclists and vendors. Creation of events along the way that make the street lively with all sorts of human activities andenhancing socialing and perception of safety.

Artist Interview

BUILDING FORM APPROACH

The structure is developed on an existing building footprint of a motor spares shope called MAD-MAX.

The scale of the structure is in respect of the eastern and the western side of the building.

Development skectches

The structure is extruded to respond to the language of the multi functional eastern elevation.

The Axial cuts of form are to allow free ﬂow and circulation of pedestrians.

The structure begins to branch out to create an eastern and western conectivity.

SKETCH MODELS

FLOOR PLANS

STREET PERSPECTIVES AND PROGRAMS

Project Outcomes The aim of this GROUP project was to deal with a comprehensive analysis of the relationship between design and construction (or the poetic and the practical) for a precedent study that relates to our design brief. We were to choose a precedent which has a strong visible concept and analyze the expression of that concept at two critical details. The critical details to be analyzed are as follows: 1. How it touches the ground. 2. How it touches the sky. This analysis focused on the two strongly inter-related disciplines of design and construction. We were therefore asked to analyze both how the details reinforces the overall concept, and how they are physically constructed. The detail was to be explored along the lines of: Form – a 3-dimensional shape; an arrangement of parts. Force – an inﬂuence tending to change the motion of a body or produce motion or stress in a stationary body. Materials – the elements or constituent parts of a subject. Connection – the point at which two elements are joined.

E3 - SHELTER : MOBILE SHELTER FOR REFUGEES IN 6 WORLD CITIES Tectonic research about climate, cultural context, connections learnt from nature, plant forms etc Photographic documentation of roads, mobile refuge spaces etc. We were to design a minimal but highly intelligent shelter for the invisible refugees who roam around the city of our choice. For this to function effectively, we were to graphically consider every cultural & climatic context, eg. JHB ‘highveld’ climate, which affects thermal comfort as part human comfort in design & construction, as well as a very brief mapping of the demographic areas where the homeless come from & go to. This shelter must provide efficient comfort, but as a living organism, it could be used to harvest water & alternative energy within an extremely low budget, in order to survive. Basic tasks like harvesting rainwater, wind or solar energy could be incorporated. In the design process identity of the homeless miners as residents of JHB must be considered, so that this shelter serves as an “Intelligent Skin”, functionally responsive to its context, but like its natural counterpart it also as the surface of identity. The Shelter will be made as a working prototype, to be completed by with mapping sketches from site analysis & design development sketches done in representation towards the construction technology.

Sketch process

Elective 6 (Protest city) This elective/ project follows a constructivist learning theory approach (that is, students construct their own understanding and knowledge of the world, through experiencing and reﬂecting on our experiences). Therefore you are as much as a subject of the research enquiry. this elective also follows a cyclic process of design instead of a linear approach to deepen our understading of the project theme and objectives. The rise of protest action in South Africa and the world since 1959, and more prominently with the “fall_ist movements”, may mean that protest is something that has become part of our culture. If that is so, then how do we as architects and urbanists respond to protest? and how do we design for proteters or spaces for freedom of expression?

Self Values

Site Analysis

Site Sketch Model

Adaptive reuse of an exisisting structure Located at the abandoned area of Pretoria, the scheme aims to engage the public through architecture and to become a seamless interchange of public and residential activities. Constant pedestrian movement around the parameter of the building, as well as public activities and traffic flow. Sculpts its monumental architectural form establishing more than a static architectural state. It defines a new and regenerative commercial typology. It is a symbol of new architectural influence and the future of a new living center in Pretoria. The main idea was to also create different building functions mainly as housing with possibility of developing restaurants, shops, and other facilities on ground floor. The task was to solve the modular layouts of apartments and commercial spaces and to provide façade solutions and material proposals. In this project the main focus was to design spaces of confort. Natural light, Temperature, Natural ventilation, Social interaction, Views, Natural environments and Access. These are the first steps taken toward creating a confortable building, but essentially all this does is prevent discomfort. Comfort is trully filling at home , being with ones you love and is intagible. Harmonising these aspects of an experience creates an experience of a truly comfortable space. This space that engages the occupants through all their senses. The basic building form separates functions from one another. A concrete frame holds the structure of the building in place. The total building envelope then wraps itself around the structure. The individual envelpes separate functions as circulations on the North acts as spaces for retail on ground floor and residential on the South. These spaces can each be controlled individually by creating incremental levels of thermal comfort.

Solar Orientation

Natural Ventilation

Solar Access/Building comfort

Functionality Diagram

Noise Cancellation

Vehicular Movement

SELECTED WORKS 23

Professiona Work

Bank of Botswana Refurbishment. The Bank was aiming to refurbish and extend its existing premises in order to make optimum use of the existing building infrastructure, while at the same time modernising, reorganising and expanding its facilities to meet the Bank’s operational needs in the medium to long term. The project will entail refurbishmen t of existing buildings (approximately 16 000m2), rationalisation of the connectivity between buildings and selective addition of new buildings (up t o 10 000m2) t o expand ofﬁce space and conferencing facilities. Signiﬁcant upgrades of services infrastructure, and some re-organisation of the site layout was required. • Assisted in design development and working drawings.

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The Leonardo

The Leonardo is a 55-story mixed-use property development, that has reached a 234 metres in height ,it is just 4,572 metres taller than the previous record holder , the Carlton Centre, which has dominated the Johannesburg skyline since 1973. It contains a mixture of oﬃce space, retail shops, restuarant, creche, conf erences, apar tments, duple x es, ho t el r ooms, pen t houses, leo suite, gym and spa. All wrapped around with thin sheets of Dekton, a super -strong material, for its exterior cladding. C has scooped 3 awards for 2019 best projects. The The Leonardo awards were done in categories: architects, consulting engineers, contractors, specialist suppliers and sustainable construction.

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30mm THICK STONE POOL EDGE BY MARBLE CLASSIC - REFER TO DETAIL 63 &&

260 X 30 FLAMED ZIMBABWE BLACK GRANITE PROFILE AROUND PERIMETER OF POOL BY SPECIALIST - REFER TO DETAIL

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63 %%

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LINE OF 300 WIDE RC WALL BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

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63 &&

LINE OF 150 WIDE RC WALL BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

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63 %%

REMOVABLE ACCESS PANEL

LINE OF COLUMN BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS 500

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1850

LINE OF 150 WIDE RC WALL BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

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REMOVABLE ACCESS PANEL 30mm WIDE RIM FLOW EDGE BY SPECIALIST - REFER TO DETAIL

150 300

ARC-P-DD-SP-01

LINE OF 300 WIDE RC WALL BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

6000

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9150

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LINE OF RC BEAM BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

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LINE OF COLUMN BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

7600

8600

LINE OF COLUMN BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

POSITION OF FBO IN STRUCTURAL SLAB BELOW

7600

LINE OF COLUMN BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

7360

LINE OF COLUMN BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

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63 $$

REMOVABLE ACCESS PANEL

LINE OF 150 WIDE RC WALL BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND 63 $$ SPECIFICATIONS

3650

LINE OF 300 WIDE RC WALL BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

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260 X 30 FLAMED ZIMBABWE BLACK GRANITE PROFILE AROUND PERIMETER OF POOL BY SPECIALIST REFER TO DETAIL REMOVABLE ACCESS PANEL

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1850

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LINE OF 150 WIDE RC WALL BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

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30mm WIDE RIM FLOW EDGE BY SPECIALIST - REFER TO DETAIL

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ARC-P-DD-SP-01

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63 %%

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LINE OF CONCRETE STEP AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS LINE OF RC BEAM BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

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150

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LINE OF 300 WIDE RC WALL BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS SERVICE ZONE BELOW L5 SLAB

SERVICE ZONE BELOW L5 SLAB

LINE OF RC BEAM BELOW AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

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63 %%

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7650

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63 &&

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25100

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300mm WIDE RC WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

LEVEL - L4 1 631.34 RC COLUMN AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

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260 X 30 FLAMED ZIMBABWE BLACK GRANITE PROFILE AROUND PERIMETER OF POOL BY SPECIALIST - REFER TO DETAIL

POSITION OF POOL SERVICES - REFER TO 3 SPECIALIST DRAWINGS

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PAINT / CHEMICAL STORE 150mm THICK RC CONCRETE WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPCIFICATIONS

100 150mm WIDE RC WALL ASLEVEL PER - L4 (A) STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS 1 633.04

3500

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ARC-P-DD-SP-01

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150 300 200 50mm FINISH AS PER SPECIALIST SPECIFICATION

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BEAM AS PER ENGINEER'S DETAILS AND SPECIFICATIONS

CAVIDRAIN S8U STANDARD CUSPATED SHEET INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS -CUSPATIONS TO FACE OUTWARDS 63 %%

RC SLAB AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

CAVIDRAIN S8U STANDARD CUSPATED SHEET INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS -CUSPATIONS TO FACE OUTWARDS

3 BEAM AS PER ENGINEERS DETAILS AND SPECIFICATIONS

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ARC-P-DD-SP-01

EXTRUBIT WATERPROOFING INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS VOID FORMERS BELOW STAIRS AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

100mm THICK RC CONCRETE SLAB AS PER STRUCTURAL ENGINEERS DETAILS AND SPCIFICATIONS

PAINT / CHEMICAL STORE L433

63 &&

EXTRUBIT WATERPROOFING INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

63 %%

63 &&

ARC-P-DD-SP-01

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T.O.PAVING 1635.060

T.O.C 1635.010

150

CAVIDRAIN CUSPATED S8U STANDARD SHEET INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS -CUSPATIONS TO FACE OUTWARDS CUSPATED SHEET TO BE FIXED TO WATERPROOFING WITH DOUBLE SIDED TAPE AS PER MANUFACTURER'S SPECIFICATIONS

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150 300

29200

265 265 265

150 300

1635.055 63 $$

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63 %%

63 &&

SP - SECTION AA

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scale 1 : 50

63 &&

10mm EXANSION JOINT ALONG ENTIRE PERIMETER BY SPECIALIST POOL EDGE BY MARBLE CLASSIC TO MATCH L5 PAVING

63 $$

35mm PAVER - REFER TO PLAN

30mm WIDE RIM FLOW EDGE BY SPECIALIST - REFER TO DETAIL WATERPROOFING INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

500 X 30 FLAMED GRANITE PROFILE AROUND PERIMETER OF POOL EPOXIED ONTO SS PLATE BY SPECIALIST. SS PLATE TO BE BOLTED ONTO CONCRETE UPSTAND ALL BY SPECIALISTREFER TO DETAIL WATER LEVEL @ APPROX 4.5mm - 5mm ABOVE POOL EDGE

40mm THICK SCREED 250 MICRON SLIPSHEET INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

150

400 MICRON SLIPSHEET INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

300

T.O.PAVING 1635.060

200

T.O.C 1635.010

LEVEL - L5

SLOT/ GRIP ON STONE ALONG ENTIRE LENGTH OF POOL PERIMETER FIXED WITH FLEXIBLE MORTAR BY SPECIALIST

1635.055

63 $$

ROUNDED EDGE TO FLAMED GRANITE 63 $$

1 635.070 635.07

FLEXIBLE SEALANT BY SPECIALIST

WATERPROOFING AS PER CLIENT SPECIFICATION

400 OVERLAP AROUND POOL PERIMETER

T.O.C 1634.870

SCREED TO FALLS 1:100 - REFER TO PLAN FOR PAVING LEVELS

FINISH TO OVERFLOW CHANNEL BY POOL SPECIALIST

OVERFLOW CHANNEL

200

63 $$

T.O.C 1634.800

WATERPROOFING AS INDICATED BY POOL SPECIALIST

416

WATERPROOFING TO OVERLAP ONTO WP FROM BELOW SWIMMING POOL AROUND ENTIRE PERIMETER OF SWIMMING POOL AS INDICATED INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

HORIZONTAL WALL TILING TO PURPOSELY NOT LINE UP WITH VERTICAL FLOOR FINISH

T.O.C 1634.650

CORNER FILLET AS PER WATERPROOFING SUPPLIER EXTRUBIT F2.3 WATERPROOFING INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

5mm JOINT IN TILE

PLASTER & TILE ADHESIVE BY POOL SPECIALIST

1634.445 WATERPROOFING BY POOL SPECIALIST

448

63 $$

CAVIDRAIN S8U STANDARD CUSPATED SHEET INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS - CUSPATIONS TO FACE TOWARDS WATERPROOFING

150mm WIDE RC WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

VERTICAL WATERPROOFING AS PER CLIENT SPECIFICATION TO OVERLAP ONTO HORIZONTAL WATERPROOFING AS INDICATED - INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

5 300 150

150

300

30mm THICK STONE POOL EDGE BY MARBLE CLASSIC - REFER TO DETAIL EXTRUBIT WATERPROOFING INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

448mm x 898mm POOL TILE AS PER FINISHING SPECIFICATION

CAVIDRAIN CUSPATED S8U STANDARD SHEET INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS -CUSPATIONS TO FACE TOWARDS WATERPROOFING CUSPATED SHEET TO BE FIXED TO WATERPROOFING WITH DOUBLE SIDED TAPE AS PER MANUFACTURER'S SPECIFICATIONS

LEVEL - L5 1 635.070 WATERPROOFING BY POOL SPECIALIST 300mm WIDE RC WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

100

100mm ANGLED TILE WITH 5mm JOINT BETWEEN TILES

WATERPROOFING AS PER CLIENT SPECIFICATION INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS 63 &&

30mm WIDE RIM FLOW EDGE BY SPECIALIST - REFER TO DETAIL

200 253

300mm WIDE RC WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

63 $$

260 X 30 FLAMED ZIMBABWE BLACK GRANITE PROFILE AROUND PERIMETER OF POOL BY SPECIALIST - REFER TO DETAIL

2 LAYERS WATERPROOFING INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

PLASTER & TILE ADHESIVE BY SPECIALIST

150mm WIDE RC WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS BEAM AS PER ENGINEER'S DETAILS AND SPECIFICATIONS

150mm WIDE RC WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS CORNER FILLET AS PER WATER PROOFING SUPPLIER

RC COLUMN AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS 100 MIN OVERLAP

SP - EDGE DETAIL

2 63 &&

scale 1 : 5

MAINTENANCE WORKSHOP

LEVEL - L4 2 LAYERS HORIZONTAL WATERPROOFING AS PER CLIENT SPECIFICATION INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS WELDED JOINT AS PER MANUFACTURER'S SPECIFICATION

PAINT / CHEMICAL STORE

1 631.335

63 $$

NOTES

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MAINTENANCE WORKSHOP

VERTICAL EXTRUBIT F2.3 WATERPROOFING TO OVERLAP ONTO HORIZONTAL EXTRUBIT AS INDICATED - INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS TILE FINISH AS PER CLIENT SPECIFICATION WATERPROOFING BY SPECIALIST

PAINT / CHEMICAL STORE

MAINTENANCE WORKSHOP

PLASTER & TILE ADHESIVE BY SPECIALIST

100

&RS\ULJKW RI WKLV GRFXPHQW LQFOXGLQJ GHVLJQ DQG FRQWHQW ERWK LQ SULQWHG DQG HOHFWURQLF IRUPDW YHVWV LQ &2 $5& ,QWHUQDWLRQDO $UFKLWHFWV 7H[W LV WKH LQWHOOHFWXDO SURSHUW\ RI &2 $5& ,QWHUQDWLRQDO $UFKLWHFWV 7KH GUDZLQJ DQG GHVLJQ LV WKH LQWHOOHFWXDO SURSHUW\ RI &2 $5& ,QWHUQDWLRQDO $UFKLWHFWV 1R 3DUW RI WKLV GRFXPHQW PD\ EH UHSURGXFHG ZLWKRXW WKH FRQVHQW RI WKH FRS\ULJKW KROGHUV

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DRAWING TITLE

SWIMMING POOL DETAIL DRAWING

BOABAB HOUSE, 5 AUTUMN STREET, RIVONIA, 2128

DRAWN CHECKED SCALE PROJECT

THE LEONARDO - PODIUM (PHASE 2)

PAINT / CHEMICAL STORE

DRAWING TITLE

75 ON MAUDE PTY LTD

REMAINDER OF ERF 6,SANDOWN MULTI USE HIGH RISE DEVELOPMENT

CORNER FILLET AS PER WATER PROOFING SUPPLIER

FIRST ISSUE STATUS DRAWING NO

REV

$5& 3 '' 63

132 JAN SMUTS AVENUE, PARKWOOD, JOHANNESBURG EMAIL: admin@co-arc.com

TEL:=27(011)447 1344 FAX:=27(011)447 1343

HORIZONTAL EXTRUBIT F2.3 WATERPROOFING INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS WELDED JOINT AS PER MANUFACTURER'S SPECIFICATION

63 &&

SP - INNER CORNER DETAIL

scale 1 : 10 63 $$

scale 1 : 10 63 $$ ARC-P-DD-SP-01

260 X 30 FLAMED ZIMBABWE BLACK GRANITE PROFILE AROUND PERIMETER OF POOL BY SPECIALIST - REFER TO DETAIL

HORIZONTAL WALL TILING TO PURPOSELY NOT LINE UP WITH VERTICAL FLOOR FINISH

30mm WIDE RIM FLOW EDGE BY SPECIALIST - REFER TO DETAIL

150 300 200 250

30mm THICK STONE POOL EDGE BY MARBLE CLASSIC - REFER TO DETAIL

7350

250

7100

200 300 50mm FINISH AS PER SPECIALIST SPECIFICATION

250

CL 63 $$

EXTRUBIT WATERPROOFING INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

LEVEL - L5 1 635.07 150mm WIDE RC WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

63 $$

300mm WIDE RC WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

LEVEL - L4 (A) BEAM AS PER ENGINEER'S DETAILS AND SPECIFICATIONS 1 633.04

63 $$AS EXTRUBIT WATERPROOFING INSTALLED PER MANUFACTURER'S SPECIFICATIONS

RC COLUMN AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

100mm RC SLAB AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS 150

7600

150

63 $$

SP/BB

ARC-P-DD-SP-01

SP - SECTION BB

scale 1 : 50

63 $$

ARC-P-DD-SP-01

63 $$

SP/BB

ARC-P-DD-SP-01

SP - SECTION BB

scale 1 : 50

63 $$

ARC-P-DD-SP-01

HORIZONTAL WALL TILING TO PURPOSELY NOT LINE UP WITH VERTICAL FLOOR FINISH

150 300 200

CONCRETE STEPS AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

850 1000

DRAWING BEAM AS PER ENGINEER'S DETAILS LEVEL - L4 (A) TITLE AND SPECIFICATIONS

DRAWING TITLE

BOABAB HOUSE, 5 AUTUMN STREET, RIVONIA, 2128

2 LAYERS HORIZONTAL WATERPROOFING AS PER CLIENT SPECIFICATION INSTALLED AS PER MANUFACTURER'S WELDED JOINT AS PER MANUFACTURER'S SPECIFICATION

HYLFHV VXFK DV HPHUJHQF\ WKH XVH RI D NH\ LV QRW

7 7 K RI 6$16 7 PXVW EH LQVWDOOHG LW GRRUV WR EH LQGLFDWHG E\ LF VLJQV ZKLFK PXVW EH SO\ ZLWK 6$16 H[WHULRU RI WKH EXLOGLQJ )LUH 'HVLJQ EH QRQ FRPEXVWLEOH DQG WR

RI 6$16 7 YHO H WHQDQW V LQWHUQDO OD\RXW DUWPHQW SULRU WR RFFXSDWLRQ RUGDQFH ZLWK 6$16 EH LQVWDOOHG IRU WKH VSULQNOHU

V DOO GRRUZD\ WR WKH

1 631.335

265 265

1200 50

STEP WALL TILING SETTING OUT T.B.C

POOL SERVICES ZONE

300 RC SLAB AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

100mm RC SLABSCALE AS PER STRUCTURAL DRAWING TITLE ENGINEERS DETAILS AND SPECIFICATIONS

DRAWING TITLE PROJECT

FIRST ISSUE

75 ON MAUDE PTY LTD SWIMMING POOL DETAIL DRAWING STATUS THEBOABAB LEONARDO - PODIUM HOUSE, 5 AUTUMN STREET, 8100 RIVONIA, 2128 (PHASE 2) DRAWING NO REV REMAINDER OF ERF 6,SANDOWN SP - SECTION CC DRAWN SP/CC CHECKED MULTI USE HIGH RISE DEVELOPMENT

NOTE:

30mm THICK STONE POOL EDGE BY MARBLE CLASSIC - REFER TO DETAIL

DECKDRAIN 1200S CUSPATED SHEET WITH BONDED DRAWN GEOFABRIC ON EXTRUBIT WATERPROOFING INSTALLED AS PER MANUFACTURER'S CHECKEDSPECIFICATIONS

1995

LEVEL - L4

200 300 150

3750

12500

VOID FORMERS BELOW STAIRS AS PER STRUCTURAL 63 $$ ENGINEERS DETAILS AND SPECIFICATIONS

RC COLUMN AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

50 450 50 450 50 2300

TILE FINISH AS PER CLIENT SPECIFICATION

SWIMMING POOL DETAIL DRAWING

300

3770

1 633.04 75 ON MAUDE PTY LTD

30mm WIDE RIM FLOW EDGE BY SPECIALIST - REFER TO DETAIL

150 1250

103

150mm WIDE RC WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

478

775

STEP WALL TILING SETTING OUT63 $$ T.B.C POOL SERVICES ZONE

264 264

425 190

1 635.070

7600 CL

3750

LEVEL - L5

300mm WIDE RC WALL AS PER STRUCTURAL ENGINEERS DETAILS AND SPECIFICATIONS

30mm THICK STONE POOL EDGE BEYOND BY MARBLE CLASSIC - REFER TO DETAIL 50

7500

2300

425 190

50 450 50 450 50 EXTRUBIT WATERPROOFING INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS

260 X 30 FLAMED ZIMBABWE BLACK GRANITE PROFILE AROUND PERIMETER OF POOL BY SPECIALIST - REFER TO DETAIL

50mm FINISH AS PER SPECIALIST SPECIFICATION

50mm FINISH AS PER SPECIALIST SPECIFICATION 1250 50

775

30mm THICK STONE POOL EDGE BY MARBLE CLASSIC - REFER TO DETAIL

480

30mm WIDE RIM FLOW EDGE BY SPECIALIST - REFER TO DETAIL

50 50 480 215 215 50

260 X 30 FLAMED ZIMBABWE BLACK GRANITE PROFILE AROUND PERIMETER OF POOL BY SPECIALIST - REFER TO DETAIL

scale 1 : 50

PROJECT

THE LEONARDO - PODIUM (PHASE 2) REMAINDER OF ERF 6,SANDOWN MULTI USE HIGH RISE DEVELOPMENT

$5& 3 '' 63 SCALE

4050

FIRST ISSUE DRAWING TITLE STATUS

TEL:=27(011)447 1344 FAX:=27(011)447 1343

DRAWING TITLE

SWIMMING POOL DETAIL DRAWING

75 ON MAUDE PTY LTD

BOABAB HOUSE, 5 AUTUMN STREET, DRAWING NO 2128 RIVONIA,

4050

63 $$ ARC-P-DD-SP-01

132 JAN SMUTS AVENUE, PARKWOOD, JOHANNESBURG EMAIL: admin@co-arc.com

REV

$5& 3 '' 63

132 JAN SMUTS AVENUE, PARKWOOD, DRAWN JOHANNESBURG EMAIL: admin@co-arc.com CHECKED

TEL:=27(011)447 1344 FAX:=27(011)447 1343

SCALE PROJECT

THE LEONARDO - PODIUM (PHASE 2) REMAINDER OF ERF 6,SANDOWN MULTI USE HIGH RISE DEVELOPMENT

FIRST ISSUE STATUS DRAWING NO

REV

$5& 3 '' 63

132 JAN SMUTS AVENUE, PARKWOOD, JOHANNESBURG EMAIL: admin@co-arc.com

TEL:=27(011)447 1344 FAX:=27(011)447 1343

VIEWING DECK DETAIL DRAWING

ARC-T-L53-DD-07

B ARC-T-L53-DD-07

400

800

152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC.

400

300

TIMBER STEPS TO BE 300mm x 27mm RHINOWOOD PANEL. (132mm x 27mm TO BE USED FOR TIMBER DECKING ONLY) TIMBER SUPPORT FOR SEATING/STEPS

300

900

2 UP

300

400

1500

STEPS UP TO TIMBER VIEWING DECK - TREAD @ 300mm - RISER @ 160mm

GLASS BALUSTRADE @ 1600mm FROM FFL IN ACCORDANCE WITH FACADE ENGINEER'S DETAIL AND SPECIFICATION 100mm x 100mm STEEL COLUMN SUPPORTS ALL TO ST. ENGINEERS DETAIL AND SPECIFICATION

300

400

300

1500

1730

300

ARC-T-LS-SD-03

100mm x 100mm STEEL SUPPORT COLUMN ALL IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

STRUCTURE OF HANGER ABOVE

1385 770

1200

152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC. 160mm x 60mm TIMBER SUPPORT @ 400mm FROM C/C 137mm x 27mm RHINOWOOD TIMBER DECKING @ 400mm C/C. SEE SETTING OUT DRAWING FOR TIMBER LAYOUT. 10mm TOLERANCE REQUIRED BETWEEN TIMBER DECKING AND BALUSTRADE SURROUND

12 E ARC-T-L53-DD-07

BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION 1200

GLASS BALUSTRADE AND POSTS POSITIONING TO BE CONFIRMED

BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

1200

BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

STEEL SUPPORT COLUMNS CLADDED IN TIMBER

100mm x 100mm STEEL SUPPORT COLUMN ALL IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

152mm x 152mm BEAM/BRACKET SUPPORTING CANTILEVER EDGE

3244

152mm x 152mm BEAM/BRACKET SUPPORTING CANTILEVERING EDGE. SUPPORT TO CANTILEVER OFF BEAM BELOW (SLANTED BEAM)

420

STEEL SUPPORT COLUMNS CLADDED IN TIMBER

520

STRUCTURE OF HANGER ABOVE

152mm x 152mm BEAM/BRACKET SUPPORTING CANTILEVERING EDGE. SUPPORT TO CANTILEVER OFF BEAM BELOW (SLANTED BEAM)

BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION 700

100mm x 100mm STEEL COLUMN SUPPORTING CANTILEVERING BEAM/BRACKET. ALL TO ST. ENGINEERS DETAIL AND SPEC.

2410

925

1020

3244

@ 2405

137mm x 27mm RHINOWOOD TIMBER DECKING @ 400mm C/C. SEE SETTING OUT DRAWING FOR TIMBER LAYOUT. 10mm TOLERANCE REQUIRED BETWEEN TIMBER DECKING AND BALUSTRADE SURROUND

1345 300

1200

@ 1805

605

@ 2405

4 95

1385

2656

300

160mm x 60mm TIMBER SUPPORT @ 400mm FROM C/C

ARC-T-L53-DD-07

400

3256

2956

UP 1

GLASS BALUSTRADE AND POSTS POSITIONING TO BE CONFIRMED

152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC.

500

STEPS UP TO TIMBER VIEWING DECK - TREAD @ 300mm - RISER @ 160mm

152mm x 152mm STEEL COLUMN SUPPORTING HORIZONTAL BEAM ALL TO ST. ENGINEERS DETAIL AND SPECIFICATION 2000 152mm x 152mm BEAM/BRACKET SUPPORTING CANTILEVER EDGE

500

TIMBER SUPPORT FOR SEATING/STEPS

1500 GLASS BALUSTRADE @ 1600mm FROM FFL IN ACCORDANCE WITH FACADE ENGINEER'S DETAIL AND SPECIFICATION

400

160mm x 60mm TIMBER SUPPORT FOR SEATING/STEPS OF TIMBER VIEWING DECK 3256

TIMBER STEPS TO BE 300mm x 27mm RHINOWOOD PANEL. (132mm x 27mm TO BE USED FOR TIMBER DECKING ONLY)

400

152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC.

400

160mm x 60mm TIMBER SUPPORT FOR SEATING/STEPS OF TIMBER VIEWING DECK

1530

400

1650

400

300

400

900

400

300

400

300

400

1200

6099

700 &/

6100 12200

ARC-T-L53-DD-07

L53 - PLAN VIEW - AMPHITHEATRE STRUCTURE & SETTING OUT

scale 1 : 20

ARC-T-L53-DD-07

B ARC-T-L53-DD-07

3256 300

3256

300

2356

300 152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC.

1 300 2

UP 1

TIMBER STEPS TO BE 300mm x 27mm RHINOWOOD PANEL. (132mm x 27mm TO BE USED FOR TIMBER DECKING ONLY)

STEPS UP TO TIMBER VIEWING DECK - TREAD @ 300mm - RISER @ 160mm

300

ARC-T-LS-SD-03

2 UP

300

STEPS UP TO TIMBER VIEWING DECK - TREAD @ 300mm - RISER @ 160mm

300

1 900

TIMBER STEPS TO BE 300mm x 27mm RHINOWOOD PANEL. (132mm x 27mm TO BE USED FOR TIMBER DECKING ONLY)

300 UP

900

300 152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC.

27mm RHINOWOOD CLOSURE PANEL TO SIDE OF AMPHITHEATER STRUCTURE

1445

925

100mm x 100mm STRUCTURAL STEEL COLUMN ALL TO ST. ENGINEERS DETAIL AND SPECIFICATION. COLUMN CLADDED IN 20mm TIMBER AS INDICATED

100mm x 100mm STRUCTURAL STEEL COLUMN ALL TO ST. ENGINEERS DETAIL AND SPECIFICATION. COLUMN CLADDED IN 20mm TIMBER AS INDICATED 27mm RHINOWOOD CLOSURE PANEL TO SIDE OF AMPHITHEATER STRUCTURE

STRUCTURAL BEAM ABOVE

GLASS BALUSTRADE

100mm x 100mm STRUCTURAL STEEL COLUMN ALL TO ST. ENGINEERS DETAIL AND SPECIFICATION.

ARC-T-L53-DD-07

100mm x 100mm STRUCTURAL BRACING ALL TO ST. ENGINEERS DETAIL AND SPECIFICATION

770

100mm x 100mm STRUCTURAL BRACING ALL TO ST. ENGINEERS DETAIL AND SPECIFICATION

1290

E ARC-T-L53-DD-07

100mm x 100mm STRUCTURAL STEEL COLUMN ALL TO ST. ENGINEERS DETAIL AND SPECIFICATION.

605 &/

1200

&/ 6003

600

1200

&/ 6022

605 &/

ARC-T-L53-DD-07

L53 - PLAN VIEW - AMPHITHEATRE STRUCTURE & SETTING OUT (LOWER CUT PLANE)

scale 1 : 20

G A

H B

ARC-T-L53-DD-07

6020

2265

3255 300

2355

2265

2355

300

5490

300

3090

2250

965

1540

1460

3230

1730

1070 535

535

12 790

ARC-T-L53-DD-07

765

STRUCTURE OF HANGER ABOVE

E STRUCTURE OF HANGER ABOVE

940 790

12x 137mm FULL RHINOWOOD PANELS

1540

2250 790

50 137 137 137 137 137 137 137 137 137 137 137 137

ARC-T-L53-DD-07

300

SOP

300

1500

900

300

300 300

UP 3

6 1460

300

1500 3x FULL RHINWOOD PANELS

137 137 137 102

300 3090

5x 300mm STEPS AS INDICATED

900

300

ARC-T-LS-SD-03

UP 2

300

3x FULL RHINWOOD PANELS

300

137 137 137 102

300

3255

1070

5490

6020

6020 12045

ARC-T-L53-DD-07

L53 - PLAN VIEW - AMPHITHEATRE TIMBER SETTING OUT scale 1 : 20 NOTES

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DRAWING TITLE

75 ON MAUDE PTY LTD BOABAB HOUSE, 5 AUTUMN STREET, RIVONIA, 2128

DRAWING TITLE

L53 - AMPHITHEATRE STRUCTURE & SETTING OUT DRAWN CHECKED SCALE

PROJECT

FIRST ISSUE

THE LEONARDO - TOWER

STATUS

REMAINDER OF ERF 6,SANDOWN

12 LINE OF DEKTON CLADDING BEHIND

LINE OF DEKTON CLADDING BEHIND

STEEL HANGER BEHIND

L53 - ROOF VIEWING DECK

1820.970 LED LIGHTING

LED LIGHTING

1821.130

100mm x 100mm CLADDED COLUMN IN BACKGROUND. 27mm RECESSED CLOSURE (20mm RECESS)

1820.810 LED LIGHTING

160mm x 60mm TIMBER SUPPORT FOR SEATING/STEPS OF TIMBER DECK 152mm x 152mm STRUCTURAL I-SECTION IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC. DIAGONAL CROSS BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

1820.650

1820.420

LED LIGHTING

FFL 1820.450 TOC 1820.370

01 ARC-T-L53-DD-07

SLIGHT SLOPE

LINE OF FACE OF CONCRETE LED LIGHTING

1821.290

1821.450

L53 - ROOF VIEWING DECK

20mm RECESS BETWEEN DEKTON WALL CLADDING AND TIMBER DECKING

1821.130 160mm x 60mm TIMBER SUPPORT FOR SEATING/STEPS OF TIMBER DECK 152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC. BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

120mm x 60mm TIMBER SUPPORTS FOR VIEWING DECK SEATS/STEPS 152mm x 152mm BEAM ALL TO ST. ENGINEER'S DETAIL AND SPECIFICATION TOLERANCE BETWEEN HEBEL AND STEEL ISECTION/ TIMBER SUPPORT

1820.420

SLIGHT SLOPE

1,608.135 1820.412

1,608.135 1820.370

30mm DEKTON WALL CLADDING ON HEBEL BRICKWORK

LED LIGHTING

1045 FROM TOC TO T.O STEEL

1821.290

113

1821.450

LED LIGHTING

1045 FROM TOC TO T.O STEEL

1080 FROM TOC TO FFL (TIMBER DECKING) 967 113 FROM TOC TO C/L OF STEEL

100mm x 100mm CLADDED COLUMN IN BACKGROUND. 27mm RECESSED CLOSURE (20mm RECESS)

137mm x 27mm RHINOWOOD TIMBER DECKING @ 400mm C/C. 10mm TOLERANCE REQUIRED BETWEEN TIMBER DECKING AND STEEL BALUSTRADE COMPONENT 50mm x 822 STEEL PLATE FOR GLASS BALUSTRADE (ADDITIONAL STABILITY)

967 FROM TOC TO C/L OF STEEL

137mm x 27mm RHINOWOOD TIMBER DECKING @ 400mm C/C. 10mm TOLERANCE REQUIRED BETWEEN TIMBER DECKING AND STEEL BALUSTRADE COMPONENT 50mm x 822 STEEL PLATE FOR GLASS BALUSTRADE (ADDITIONAL STABILITY)

1630 TO C/L OF 152mm x 152mm STEEL I-BEAM

1823.050

GLASS BALUSTRADE @ 1600mm FROM FFL IN ACCORDANCE WITH FACADE ENGINEER'S DETAIL AND SPECIFICATION. BALUSTRADE FIXING DETAIL ALL TO SPECIALISTS DETAIL AND SPEC.

1600 TYPICAL BALUSTRADE HEIGHT THROUGHOUT AMPHITHEATRE

1823.050

END FACE OF CONCRETE CORE WALL

595 TO END FACE OF GLASS

1080 FROM TOC TO FFL (TIMBER DECKING)

1360 TO END FACE OF GLASS BALUSTRADE GLASS BALUSTRADE @ 1600mm FROM FFL IN ACCORDANCE WITH FACADE ENGINEER'S DETAIL AND SPECIFICATION. BALUSTRADE FIXING DETAIL ALL TO SPECIALISTS DETAIL AND SPEC.

STEEL HANGER BEHIND &/

END FACE OF CONCRETE CORE WALL 1630 TO C/L OF 152mm x 152mm STEEL I-BEAM

1600 TYPICAL BALUSTRADE HEIGHT THROUGHOUT AMPHITHEATRE

575 FROM SLAB EDGE TO END FACE OF STEEL ANGLE

FROM SLAB EDGE TO END FACE OF STEEL ANGLE

2440 FROM CORE WALL TO EDGE OF SLAB

575

190

2255 3020

3020

L53 - SECTION A-A - AMPHITHEATRE STRUCTURE & SETTING OUT

L53 - SECTION B-B- AMPHITHEATRE STRUCTURE & SETTING OUT

scale 1 : 20

LINE OF DEKTON CLADDING BEHIND STEEL HANGER BEHIND

LINE OF DEKTON CLADDING BEHIND

END FACE OF CONCRETE CORE WALL

STEEL HANGER BEHIND END FACE OF CONCRETE CORE WALL

1600 TYPICAL BALUSTRADE HEIGHT THROUGHOUT AMPHITHEATRE

1823.050

967 FROM TOC TO C/L OF STEEL

L53 - ROOF VIEWING DECK

137mm x 27mm RHINOWOOD TIMBER DECKING @ 400mm C/C. 10mm TOLERANCE REQUIRED BETWEEN TIMBER DECKING AND STEEL BALUSTRADE COMPONENT 50mm x 822 STEEL PLATE FOR GLASS BALUSTRADE (ADDITIONAL STABILITY) 100mm x 100mm CLADDED COLUMN IN BACKGROUND. 27mm RECESSED CLOSURE (20mm RECESS)

1820.970 160mm x 60mm TIMBER SUPPORT FOR SEATING/STEPS OF TIMBER DECK

LED LIGHTING

1820.810

152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC.

1820.650 LED LIGHTING

1 BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

1820.420

SLIGHT SLOPE

L53 - ROOF VIEWING DECK

1,608.135 1820.370

1821.450

1630 TO C/L OF 152mm x 152mm STEEL I-BEAM

1821.450

1823.050

160mm x 60mm TIMBER SUPPORT FOR SEATING/STEPS OF TIMBER DECK

1045 FROM TOC TO T.O STEEL

100mm x 100mm CLADDED COLUMN IN BACKGROUND. 27mm RECESSED CLOSURE (20mm RECESS)

1630 TO C/L OF 152mm x 152mm STEEL I-BEAM

1600 TYPICAL BALUSTRADE HEIGHT THROUGHOUT AMPHITHEATRE

137mm x 27mm RHINOWOOD TIMBER DECKING @ 400mm C/C. 10mm TOLERANCE REQUIRED BETWEEN TIMBER DECKING AND STEEL BALUSTRADE COMPONENT 50mm x 822 STEEL PLATE FOR GLASS BALUSTRADE (ADDITIONAL STABILITY)

GLASS BALUSTRADE @ 1600mm FROM FFL IN ACCORDANCE WITH FACADE ENGINEER'S DETAIL AND SPECIFICATION. BALUSTRADE FIXING DETAIL ALL TO SPECIALISTS DETAIL AND SPEC.

1080 FROM TOC TO FFL (TIMBER DECKING) 967 113 FROM TOC TO C/L OF STEEL

GLASS BALUSTRADE @ 1600mm FROM FFL IN ACCORDANCE WITH FACADE ENGINEER'S DETAIL AND SPECIFICATION. BALUSTRADE FIXING DETAIL ALL TO SPECIALISTS DETAIL AND SPEC.

152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC. BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

1820.420

1820.970 1820.810 1820.650

3 2 1 SLIGHT SLOPE

1,608.135 1820.370

2440 FROM CORE WALL TO EGDE OF SLAB

575 FROM SLAB EDGE TO END FACE OF STEEL ANGLE

2440 FROM CORE WALL TO EGDE OF SLAB 3020

L53 - SECTION C-C- AMPHITHEATRE STRUCTURE & SETTING OUT

L53 - SECTION D-D- AMPHITHEATRE STRUCTURE & SETTING OUT

scale 1 : 20

ARC-T-L53-DD-07

BALUSTRADE POST SUPPORTING GLASS BALUSTRADE PANEL

137mm x 27mm RHINOWOOD TIMBER DECKING @ 400mm C/C. 10mm TOLERANCE REQUIRED BETWEEN TIMBER DECKING AND STEEL BALUSTRADE COMPONENT

1821.450

160mm x 60mm TIMBER SUPPORT FOR SEATING/STEPS OF TIMBER DECK

400

200

600

200

STEEL HANGERS ALL TO ENGINEER'S DETAIL AND SPECIFICATION

400

1823.050

GLASS BALUSTRADE @ 1600mm FROM FFL IN ACCORDANCE WITH FACADE ENGINEER'S DETAIL AND SPECIFICATION. BALUSTRADE FIXING DETAIL ALL TO SPECIALISTS DETAIL AND SPEC. 200mm x 200mm STEEL ANGLE IN ACCORDANCE WITH ENGINEER'S DETAIL AND SPECIFICATION 152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC.

02 ARC-T-L53-DD-07

100mm x 100mm SUPPORT COLUMNS WITH DIAGONAL BRACING ALL TO ST. ENGINEER'S DETAIL AND SPECIFICATION

400

1821.450

400

1823.050

1600 TYPICAL BALUSTRADE HEIGHT THROUGHOUT AMPHITHEATRE

400

1823.050

GLASS BALUSTRADE @ 1600mm FROM FFL IN ACCORDANCE WITH FACADE ENGINEER'S DETAIL AND SPECIFICATION. BALUSTRADE FIXING DETAIL ALL TO SPECIALISTS DETAIL AND SPEC.

137mm x 27mm RHINOWOOD TIMBER DECKING @ 400mm C/C. 10mm TOLERANCE REQUIRED BETWEEN TIMBER DECKING AND STEEL BALUSTRADE COMPONENT

1821.450

400

1600 TYPICAL BALUSTRADE HEIGHT THROUGHOUT AMPHITHEATRE

400 GLASS BALUSTRADE @ 1600mm FROM FFL IN ACCORDANCE WITH FACADE ENGINEER'S DETAIL AND SPECIFICATION. BALUSTRADE FIXING DETAIL ALL TO SPECIALISTS DETAIL AND SPEC.

160mm x 60mm TIMBER SUPPORT FOR SEATING/STEPS OF TIMBER DECK

27mm RHINOWOOD CLOSURE PANEL FOR VIEWING DECK STRUCTURE. CLOSURE PANEL @ 200mm WIDE

200

L53 - ROOF VIEWING DECK 1,608.135 1820.370

1045 FROM TOC TO T.O STEEL

BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

965 FROM TOC TO C/L OF STEEL

152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC. 1080 FROM TOC TO T.O TIMBER DECK

152mm x 152mm BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC.

BRACING IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

27mm RHINOWOOD CLOSURE PANEL FOR VIEWING DECK STRUCTURE. CLOSURE PANEL @ 200mm WIDE

1 ARC-T-L52-DD-01

700

1200

&/ 6100

1200 &/

600

1200

&/ 6100

700

12200

ARC-T-L53-DD-07

L53 - SECTION E-E - AMPHITHEATRE STRUCTURE & SETTING OUT scale 1 : 20 300 145mm FROM END FACE OF STEEL TO C/L OF STEEL BEAM 247

300mm x 27mm RHINOWOOD TIMBER FINISH (SIZE T.B.C WITH TIMBER MANUFACTURER

200mm FROM C/L OF STEEL BEAM TO C/L OF TIMBER SUPPORT

50 STEEL PLATE

EDGE OF TIMBER STEP TO BE ROUNDED OFF (ON ALL STEPS THROUGHOUT) 27

FRAMELESS GLASS BALUSTRADE (TOUGHENED LAMINATED GLASS)

50mm STEEL FLAT PLATE ALL TO SPECIALISTS DETAIL AND SPECIFICATION

137mm x 27mm RHINOWOOD TIMBER FINISH (SIZE T.B.C WITH TIMBER MANUFACTURER. FFL OF TIMBER TO LINE UP WITH T.O FLAT PLATE OF BALUSTRADE

25mm x 25mm CUT OUT FOR LED LIGHTING. LIGHTING TO BE RECESSED IN 25mm VOID

108

STEEL FIXING PLATE FOR TIMBER SUPPORTS. PLATE TO SIT 25mm FOR ALLOWANCE OF LED LIGHT STRIP

152mm x 152mm STEEL BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

189

60mm x 120mm TIMBER SUPPORTS FOR TIMBER STEPS. SIZE AND SPECIFICATION OF TIMBER SUPPORTS TO BE COORDINATED WITH SPECIALISTS 152mm x 152mm STEEL BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPECIFICATION

160

120mm TIMBER SUPPORTS

190mm CONTINUOUS STEEL PLATE ALL TO SPECIALISTS DETAIL AND SPECIFICATION

60mm x 120mm TIMBER SUPPORTS FOR TIMBER STEPS. SIZE AND SPECIFICATION OF TIMBER SUPPORTS TO BE COORDINATED WITH SPECIALISTS

TIMBER SUPPORTS AT 300mm C/C

152

FIXING BOLT TO FRAMELESS GLASS BALUSTRADE ALL TO SPECIALISTS DETAIL AND SPECIFICATION. SEALANT BETWEEN FRAMELESS GLASS BALUSTRADE AND STEEL.

160 TIMBER SUPPORT

190

184

200

EDGE OF TIMBER STEP TO BE ROUNDED OFF (ON ALL STEPS THROUGHOUT)

25mm LED LIGHT STRIPS IN ACCORDANCE WITH SPECIALISTS DETAIL AND SPECIFICATION &/

10mm TOLERANCE BETWEEN T.O STEEL BEAM AND RHINOWOOD TIMBER FINISH

113

300mm x 27mm RHINOWOOD TIMBER FINISH (SIZE T.B.C WITH TIMBER MANUFACTURER

152 STEEL PLATE

120 TIMBER SUPPORTS

60mm x 120mm TIMBER SUPPORTS FOR TIMBER STEPS. SIZE AND SPECIFICATION OF TIMBER SUPPORTS TO BE CO-ORDINATED WITH SPECIALISTS STEEL FIXING PLATE FOR TIMBER SUPPORTS. PLATE TO SIT 25mm FOR ALLOWANCE OF LED LIGHT STRIP

VOID CREATED FOR DRAINAGE ON TIMBER AMPHITHEATER LEVEL

25mm x 25mm CUT OUT FOR LED LIGHTING. LIGHTING TO BE RECESSED IN 25mm VOID 25

25mm LED LIGHT STRIPS IN ACCORDANCE WITH SPECIALISTS DETAIL AND SPECIFICATION

200

152mm x 152mm STEEL BEAM IN ACCORDANCE WITH ST. ENGINEERS DETAIL AND SPEC. 200mm x 200mm STEEL BRACKET ALL TO SPECIALISTS DETAIL AND SPECIFICATION.

100mm x 100mm STRUCTURAL STEEL COLUMN ALL TO ST. ENGINEERS DETAIL AND SPECIFICATION. 152mm x 152mm STEEL BEAM BEHIND 120mm TIMBER SUPPORT FOR AMPHITHEATER STEPS

L53 - DETAIL 01 - TIMBER STEP/SUPPORT DETAIL

scale 1 : 2

L53 - DETAIL 02 - GLASS BALUSTRADE DETAIL scale 1 : 2

NOTES

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DRAWING TITLE

75 ON MAUDE PTY LTD BOABAB HOUSE, 5 AUTUMN STREET, RIVONIA, 2128

DRAWING TITLE

L53 - AMPHITHEATRE STRUCTURE & SETTING OUT DRAWN CHECKED SCALE

PROJECT

FIRST ISSUE

THE LEONARDO - TOWER

STATUS

REMAINDER OF ERF 6,SANDOWN

TYPICAL BATHROOM DETAIL DRAWING

NOTE: SAMPLE CALL BUTTON BOX TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE. NOTE: SAMPLE CALL BUTTON BOX TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

NOTE: SAMPLE CALL BUTTON BOX TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

LIFT CALL BUTTON DETAIL DRAWING

GLASS CALL BUTTON BOX TO SCHINDLER DETAIL AND SPECIFICATION

FULL HEIGHT LED STRIP LIGHT & DIFFUSER BEHIND

180

255

NATURAL ANODIZED ALUMINIUM BOX SUBFRAME TO SIT ON TOP OF FLOOR FINISH

NOTE: CALL BUTTON BOX SAMPLE TO WALLARCHITECT TILE - SEE DETAIL BE APPROVED BY DRAWINGS PRIOR TO MANUFACTURE.

1100

170

NOTE: SAMPLE CALL BUTTON BOX TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

180

NOTE: SAMPLE CALL BUTTON BOX TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

180

NOTE: SAMPLE CALL BUTTON BOX TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

FULL HEIGHT REMOVABLE MILD STEEL FRAME WITH BLACK HAMMERTONE PAINT FINISH AND APPROPRIATE BASE COAT, EPOXIED TO SUBFRAME BOX

LEVELS B4-B1, L3, L4 & ALL SHUTTLE LIFT LEVELS

GLASS CALL BUTTON BOX BY SCHINDLER

FIREMANS LIFT CALL BUTTON PANEL - DETAIL PLAN

scale 1 : 2

NOTE:

BUTTON BOX SAMPLE TO BE L4 APPROVED BY ARCHITECT LEVELS B4-B1, L3,CALL & ALL SHUTTLE LIFT LEVELS PRIOR TO MANUFACTURE.

NOTE:

NOTE: SAMPLE CALL BUTTON BOX TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

FULL HEIGHT LED STRIP LIGHT & DIFFUSER BEHIND

GLASS CALL BUTTON BOX BY SCHINDLER

CALL BUTTON BOX SAMPLE TO FIREMANS LIFT CALL BUTTON PANEL - DETAIL ELEVATION BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

scale 1 : 10

LEVELS B4-B1, L3, L4 & ALL SHUTTLE LIFT LEVELS

TYPICAL LIFT CALL BUTTON PANEL - DETAIL PLAN scale 1 : 2

LEVELS B4-B1, L3, L4 & ALL SHUTTLE L

U/S CEILING / BULKHEAD

LEVELS B4-B1, L3, L4 & ALL SHUTTLE LIFT LEVELS WALL TILE - SEE DETAILED DRAWINGS

FLUSH PLASTER & PAINT FINISH TO CEILING & BULKHEAD AS PER FINISHING SCHEDULE

STONE FINISH TO TERMINATE IN LINE WITH LIFT DOOR SURROUND

CONCRETE SOFFIT

U/S CEILING

PANEL TO TERMINATE 20mm SHORT OF CEILING

LIFT OPENING REVEAL SURROUND TO BE 30mm PROUD OF WALL FINISH

LIFT DOOR BY MANUFACTURER

WALL TILE - SEE DETAILED DRAWINGS

LIFT DOOR BY MANUFACTURER

LINES OF SUBFRAME BRACKET BEHIND

LIFT OPENING REVEAL SURROUND TO BE 30mm PROUD OF WALL FINISH

STONE FINISH EPOXIED TO SUBFRAME BRACKETS - SEE FINISHES KEY

LIFT OPENING REVEAL SURROUND TO BE 30mm PROUD OF WALL FINISH

FULL HEIGHT LED STRIP LIGHT & DIFFUSER BEHIND

LIFT DOOR BY MANUFACTURER

320

2100

GLASS CALL BUTTON BOX TO BE REMOVABLE, ALL TO SCHINDLER DETAIL AND SPECIFICATION

GLASS CALL BUTTON BOX TO BE FLUSH WITH STONE FINISH

NOTE: SAMPLE CALL BUTTON BOX TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

GLASS CALL BUTTON BOX TO BE REMOVABLE, ALL TO SCHINDLER DETAIL AND SPECIFICATION

FULL HEIGHT LED STRIP LIGHT & DIFFUSER BEHIND

• •

LINES OF FULL HEIGHT LED STRIP LIGHT & DIFFUSER BEHIND LINES OF SUBFRAME BRACKET BEHIND

LEVEL 2: LEVEL 5:

LEVELS L2, L5 & L5.5U TOC

LEVELS B4-B1, L3, L4 & ALL SHUTTLE LIFT LEVELS • LEVEL LEVELS L2, L55.5U:& L5.5U

LEVELS B4-B1, L3, L4 & ALL SHUTTLE LIFT LEVELS

STONE FINISH EPOXIED TO SUBFRAME BRACKETS - SEE FINISHES KEY

NOTE: CALL BUTTON BOX SAMPLE TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

NOTE: CALL BUTTON BOX SAMPLE TO APPROVED BY ARCHITECT FINISH TO LIFT CALL BUTTONS: BE PRIOR TO MANUFACTURE. 40

NATURAL ANODIZED ALUMINIUM BOX SUBFRAME BEHIND TO SIT ON TOP OF FLOOR FINISH

1100

MILD STEEL FRAME TO TERMINATE 20mm FROM FLOOR FINISH

TOC

LINES OF SUBFRAME BRACKET BEHIND

FULL HEIGHT REMOVABLE MILD STEEL FRAME WITH BLACK HAMMERTONE PAINT FINISH AND APPROPRIATE BASE COAT, EPOXIED TO SUBFRAME BOX

LEVELS B4-B1, L3, L4 & ALL SHUTTLE LIFT LEVELS

180

LEVELS L2, L5 & L5.5U

NOTE: FULL HEIGHT LED CALL BUTTONLINES BOXOFSAMPLE TO STRIP LIGHT & DIFFUSER BEHIND BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

180 EQ

300

NOTE: SAMPLE CALL BUTTON BOX TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

GLASS CALL BUTTON BOX TO SCHINDLER DETAIL AND SPECIFICATION

320

NOTE: CALL BUTTON BOX SAMPLE TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

170

VARIES

STEEL SUBFRAME BRACKET FIXED TO WALL

EQ 180 EQ

STONE FINISH TO TERMINATE 20mm FROM FLOOR FINISH 20

NOTE: SAMPLE CALL BUTTON BOX TO BE APPROVED BY ARCHITECT PRIOR TO MANUFACTURE.

LEVELS L2, L5 & L5.5U

TYPICAL STONE CLAD LIFT CALL BUTTON PANEL - DETAIL PLAN

TYPICAL STONE CLAD LIFT CALL BUTTON PANEL - DETAIL ELEVATION

scale 1 : 2

scale 1 : 10

TYPICAL LIFT CALL BUTTON PANEL - DETAIL ELEVATION scale 1 : 10

FINISH TO LIFT CALL BUTTONS: • LEVEL 2: • LEVEL 5:

•

NOTES

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