Architectural Portfolio by Dylan Burton

ARCHITECTURAL PORTFOLIO

SELECTED WORKS 2015 -

2019

DYLAN CHARLES BURTON

PERSONAL PROFILE

CURRICULUM VITAE EDUCATION OVERVIEW

GREY HIGH SCHOOL - National Senior

2010 Certificate

DETAILED EDUCATION HISTORY - HIGH SCHOOL 2014 (NSC)

NELSON MANDELA UNIVERSITY - 2015 - 2017 Bachelor of Architectural Studies (BAS) NELSON MANDELA UNIVERSITY - 2018 - 2019 Master of Architecture (Professional) (M.Arch)

CASUAL EMPLOYMENT HISTORY I have recently completed a Masters of Architecture (Professional) degree from the Nelson Mandela University in Port Elizabeth after completing my Bachelor of Architectural Studies at the same institution in 2017. I am currently seeking employment as a Candidate Architect to be able to register as a Professional Architect after completing the required SACAP candidate program. I am a self-motivated and determined individual with strong leadership skills. These skills are accompanied by good interpersonal communication skills, the ability to adapt to various situations as well as being cooperative in environments where efficient team work is essential. I have the ambition to start my own firm in the future and my intention is to develop into a successful architect while contributing positively to any position that I am placed into and therefor; I humbly ask that you consider contacting me if there are any vacant positions in your company.

2015 - 2018 :THE SCHOOL SHOP PTY LTD. Student Sales Assistant Duties Included: Sales Cashiering Customer Service 2015 - 2016 :PARK DRIVE BOWLING CLUB Barman Duties Included: Cashiering Customer Service

EXHIBITIONS AND INSTALLATIONS OVERVIEW 2016

- AFRIKABURN - X: 2016 Meeting at “X” Design-Build

2016

SECOND YEAR DESIGN STUDIO Tsitsikamma Hotel and Spa Exhibition The Sheathing of an [Un]Tamed Nature

2017

PALLADIO AND THE MODERN Traveling Exhibition Jacobs House (1937), Frank Lloyd Wright Villa Barbaro(1560 - 1570), Andrea Palladio

GREY HIGH SCHOOL - 2010 - 2014 National Senior Certificate (NSC) Subjects Passed: English Home Language Afrikaans Home Language Mathematics Life Sciences Physical Sciences History Life Orientation Leadership Positions: School Prefect Deputy Head Of Noaks House Student Officer (Cadet Detachment No. 33) Chairman: Student Christian Association Chairman: Presidents Award Society Senior Committee: Grey Union Awards And Achievements: History: Prize Winner (2014) ICT Knowledge Network Level 5 (2013) ATKV Redenaars National Runner-Up (2014) Full School Colours: Service (2014) Full School Colours: Public Speaking (2014) Half School Colours: Academics (2013) 2013 English Olympiad: Bronze Award 2013 Bio-Science Olympiad: Gold Award 2014 English Olympiad: Bronze Award 2014 Port Elizabeth Afrikaans Arts Festival Gold Award 1 st Dan Senior Black Belt In Karate (2013) Bronze President’s Award Recipient (2014)

DETAILED EDUCATION HISTORY UNDERGRADUATE DEGREE

DETAILED EDUCATION HISTORY POST-GRADUATE DEGREE

NELSON MANDELA UNIVERSITY - 2015 - 2017 Bachelor of Architectural Studies (BAS)

NELSON MANDELA UNIVERSITY - 2018 - 2019 Master Of Architecture (Professional) (M.Arch)

Modules Passed: Design Architectural Presentation Techniques Building Science (Detail Design and Construction) History Of Architecture And Art Architectural Theory Building Science (Structures) Building Science (Environment & Services) Architectural Computer Usage Specifications Computing Fundamentals Site Surveying Geometric Drawing

Modules Passed: Design Professional Practice For Architects (ABA 402) Advanced Construction Architectural Theory And Sociology Urban Studies Commercial Law (Building Disciplines) A Commercial Law (Building Disciplines) C Property Economics For Architect Professional Practice For Architects (ABA501) Treatise Professional Practice For Architects (ABA 502) Architectural Theory And Research Urban Design And Urban Design Research Urban Studies

Leadership Positions: Student Assistant: 2 nd Year Presentation Techniques (2017 – 2018) Student Assistant: 3 rd Year Architectural Computer Usage (2017 –2018) Orientation Leader: How2@NMMU 2016 Project Leader: Tsitsikamma Exhibition 2016 Awards And Achievements: 2 nd Dan Senior Black Belt In Karate

Leadership Positions: Orientation Leader: How2@Mandela 2018 Student Tutor: M.Arch First Year Design Studio

Martial Arts Photography Reading

HOBBIES / INTERESTS Running / Jogging Golf Sketching

GENERAL SOCIETIES Old Grey Union Shorin-Ryu Shorinkan South Africa LEADERSHIP St David’s Congregational Church: Core Leader (2012 - 2018) St. David’s Congregational Church: Junior Deacon Sunridge Park Karate Club: Instructor SPORT Eastern Cape Karate Team Member 2010 - 2017 Okinawa Karate Tour Team Member 2015 3 rd Dan Senior Black Belt In Karate 2018

COMPUTER LITERACY Microsof t Office Knowledge Network® Level 5 Adobe Photoshop Autodesk AutoCAD Adobe Indesign Autodesk Revit Adobe Illustrator Autodesk 3DS Max Lumion Autodesk Formit SketchUp

SKILLSET Public Speaking Leadership Cooperative

Adaptability Self-motivated Communication

TABLE OF CONTENTS CURRICULUM VITAE THE PORTFOLIO PART ONE MASTER OF ARCHITECTURE (PROFESSIONAL) DESIGN PROPOSALS Eco-Module: Impermanence The Cosmic and Intangible The Central Skills Incubator Rumah. Ikhaya. Home. BACHELOR OF ARCHITECTURAL STUDIES DESIGN PROPOSALS Humerail Bowling Alley PART TWO EXHIBITIONS AND INSTALLATIONS EXHIBITIONS Studio Make Exhibition 2016 Palladio and the Modern INSTALLATIONS Afrikaburn - X: 2016 PART THREE PHOTOGRAPHY

2 8 12 18 24

30 32 34

THE PORTFOLIO PORTFOLIO

noun Port • fo • lio / port - ‘fo - le - ,o Plural portfolios :: a set of pieces of creative work intended to demonstrate a person’s ability to a potential employer. (Adapted from Merriam Webster and Dictionary by Google)

This small document aims to serve as an insight into my design, model building, sketching and photographic skills that I have developed throughout my time at university over the course of the last five years. The intention behind the portfolio was to select and present a set of works that are diverse in their programmatic nature as well as the very essence of the presentation techniques employed. Thus, the attempt is made to include a design project from every year of study during my time at university and to that end present work from as far back as my second year in the BAS undergraduate program at Nelson Mandela University to work as recent as my Final M.Arch Treatise Design Proposal. The work included in this portfolio is a fair and accurate testament to my design and rendering ability and skills under the time constraints that university project deadlines places one under. I can therefore acknowledge and declare with confidence that the work put forward in this portfolio is created by me and is my own work.

PART ONE

MASTER OF ARCHITECTURE (PROFESSIONAL) BACHELOR OF ARCHITECTURAL STUDIES Eco-Module: Impermanence The Cosmic and Intangible The Central Skills Incubator Rumah. Ikhaya. Home. Humerail Bowling Alley

ECO-MODULE : IMPERMANENCE

THE DESIGN OF AN ALIEN VEGETATION ERADICATION PLANT IN THE BAAKENS VALLEY, PORT ELIZABETH The Baakens Valley stretches from Port Elizabethâ&#x20AC;&#x2122;s western suburbs to the cityâ&#x20AC;&#x2122;s harbour on the east and is a strong ecological corridor for the city. A significant problem in the Baakens Valley is the high number of invasive alien plants that prevent the indigenous vegetation from thriving due to the copious amounts of water and nutrients these alien plants absorb as well as the fast growth rate that these plants experience. It was discovered that the invasive plant problem was not an isolated issue within one precinct of the Baakens Valley and as such the design intervention had to address the potential of a larger clearing area.

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The focus of this project was placed on the ecological realm in the architectural discourse and as such literature written by Gary Grant was investigated to determine a key set if design informants that would respond to various ecosystem services. Furthermore, modular component design strategies were explored that would form the basis of a highly tectonic exploration for the project. The project aimed to produce a building that is totally self-sufficient, ecologically sensitive and able to be disassembled and relocated to a different predetermined location within the valley after the previous area of the valley has been cleared of alien vegetation.

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PRODUCED BY AN AUTODESK STUDENT VERSION

North Elevation COMPONENT AND ASSEMBLY DRAWING C (70) 03

COMPONENT AND ASSEMBLY DRAWING C (70) 03

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PRODUCED BY AN AUTODESK STUDENT VERSION

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THE COSMIC AND INTANGIBLE THE DESIGN OF A WHALE RESEARCH STATION AND REMEMBRANCE SPACE FOR THE KHOISAN PEOPLE Port Elizabeth is located along the edge of major migration routes of various marine animals and this explains the city’s historical connection to whaling and why it is considered to be the Bottlenose Dolphin capital of the world. The waters surrounding the Cape Recife Point act as a calfing bay for various whale species. This heritage focused project explored literature and ideas around intangible heritage values, natural / ecological heritage aspects and built heritage regulations in South Africa in order to create a design response that placed an emphasis on the findings. The site is located within the Cape Recife Lighthouse precinct and is in a constant state of change that is determined by the natural environment. The site has limited human intervention and thus the natural order and processes form a main design informant for the project, for example; the sand dunes are in a state of constant change and the name “driftsands” is attributed to this effect and can be found on maps that label the empty southern part of Algoa Bay as the “driftsands”.

The discovery of Khoisan fish-traps at Cape Recife Point had a monumental impact on the story of the Strandloper as these remains provided evidence that Port Elizabeth was the most easterly point of Strandloper habitation.

Cosmic Nature of Landscape

The tangible remains of Khoisan inhabitants on site offered an opportunity to look critically at the intangible heritage that remains on site through three main ideas; the memory, the lifestyle and the relationship with the natural environment. The architectural intervention aimed to create a strong “sense of memory” that is in harmony with the natural systems that shape the site as well as provide a research station that is unobtrusive to the marine life as well as the natural environment.

Building as a Cosmic Expression

The Ephemeral Frame

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THE CENTRAL SKILLS INCUBATOR

THE DESIGN OF A CATALYTIC SKILLS DEVELOPMENT CENTRE IN CENTRAL, PORT ELIZABETH The Port Elizabeth city center is suffering from large scale urban decay that was caused by a variety of factors that included the mass exodus of businesses and households that had previously filled the once bustling precinct in the cityâ&#x20AC;&#x2122;s not too distant past and as a result the city center is an isolated entity that is situated at the base of a natural escarpment and below the artificial freeways that were constructed in the 1960â&#x20AC;&#x2122;s. The site is situated along the base of the escarpment along Govan Mbeki Road and slopes down from the back of the site to the front by 13m and as such the site became a critical design constraint from the offset. The location of the site along Govan Mbeki Road is in close proximity to the Russel Road Taxi Rank and thus the site experiences a large amount of foot traffic daily and thus the architectural intervention would need to respond appropriately to this large amount of foot traffic. The project aimed to produce a catalytic architectural intervention that is responsive to the urban environment and contributes positively to the formation of an urban green corridor.

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DETAIL C SCALE 1:10 DETAIL C SCALE 1:10 0

PART WALL SECTION B - B SCALEWALL 1:50 SECTION B - B PART SCALE 1:50 0

ONE LAYER DERBIGUM SP4 WATERPROOFING MEMBRANE, WITH 75MM SIDE LAPS AND 100MM END LAPS, SEALED TO PRIMED SURFACE TO FALLS AND CROSS FALLS BY 'TORCH-FUSION' FINISHED WITH ONE COAT OF ACRYLIC PRIMER FOLLOWED BY TWO COATS ACRYLIC PAINT. WATERPROOFING TO BE INSTALLED BY AN APPROVED DERBIGUM CONTRACTOR.

DETAIL D SCALE 1:10 DETAIL D SCALE 1:10 0

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ISOBOARD Â® HIGH DENSITY RIGID EXTRUDED POLYSTYRENE 100% CLOSED CELL INSULATION BOARDS 25MM THICK AND 600mm WIDE SHEETS TO BE FIXED CONCURRENT UNDER STEEL PURLINS.

STICK GLAZING SYSTEM WITH 150mm x 50mm ALUMINUM MULLIONS SPACED AT 1500mm CENTER TO CENTER WITH GLAZING TO COMPLY WITH SANS 10 400XA AND NATIONAL BUILDING REGULATIONS. DETAIL D SCALE 1:10 DETAIL D SCALE 1:10

STAINLESS STEEL POWDER COARED MESH PANELS FIXED FIXED TO ALUMINUM CLAMPS SLOTTED INTO 210mm x 80mm ALUMINUM MULLION SPACED 1500mm CENTREX TO CENTER FIXED TO STAINLESS STEEL SUBSTRUCTURE TO BE DESIGNED TO ENGINEER'S SPECIFICATIONS.

DETAIL A DETAIL A SCALE 1:10 SCALE 1:10 0 0

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STAINLESS STEEL 650mm x 300mm CELLULAR I-SECTIONS SPACED AT 4500mm CENTER TO CENTER FIXED WITH CONNECTOR TO STRUCTURE TO MEET ENGINEER'S SPECIFICATIONS WITH GYPSUM CEILING SYSTEM WITH 12mm THICK PLASTERBOARD FIXED AT RIGHT ANGLES TO STEEL BRANDERING SUSPENSION BRACKETS FIXED TO TIE BEAMS AT 600mm CENTERS. CEILING PERIMETER TO BE FINISHED USING STANDARD WALL ANGLE

STAINLESS STEEL BALUSTRADE WITH 75mm DIAMETER STAINLESS STEEL HANDRAIL TO COMPLY WITH NBR'S AND SANS 10 400.

PLANTER BOX TO HAVE ONE LAYER DERBIGUM CG3 AND ONE LAYER DERBIGUM CG4H WATERPROOFING MEMBRANE, WITH 100mm SIDE LAPS AND 150mm END LAPS, SEALED BY "TORCHFUSION" FOLLOWED BY 150 MICRON POLYTHENE SHEETING LOOSE LAID WITH 50mm LAPS SEALED WITH PRESSURE SENSITIVE TAPE, TO RECEIVE DRAINAGE LAYER OF DELTA MS8 TO VERTICAL AND DELTA MS20 TO HORIZONTAL SURFACES. WATERPROOFING TO BE INSTALLED BY APPROVED DERBIGUM CONTRACTOR.

STAINLESS STEEL I-SECTION COLUMNS TO ENGINEER'S SPECIFICATIONS AND DETAILING TO BE POWDER COATED.

PART WALL SECTION A - A SCALE 1:50

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IKHAYA. THE

DESIGN

NEW

RHUMA.

INCLUSIVE

The Apartheid government initiated plans to have the residents of a diverse, cosmopolitan suburb removed and relocated to other areas of Port Elizabeth under the Group Area Act. As a result of this, almost the entire South End was demolished. This suburb has been redeveloped since its demolition and only a few traces of the horrific past are still evident in the suburb today. This treatise investigated ideas on identity, culture and place in order to establish an identity for the lost community of South End; which this treatise labeled as a â&#x20AC;&#x153;South End-ness.

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HOUSING

MODEL

SOUTH

HOME.

END,

The current proposal by the Mandela Bay Development Agency (MBDA) to develop a social housing scheme within the suburb was the driver behind an architectural product for this project. The MBDA proposal was thus critiqued and this critique was used as an objective standard from which to determine the appropriateness and relevance of this treatise.

PORT

ELIZABETH

The aim of this treatise was therefore to produce an inclusive housing model for South End, rooted in a South End identity, which is relevant and appropriate. This was achieved through literature reviews, contextual analyses and precedent studies in order to find an appropriate strategy for designing an inclusive housing model in South End, Port Elizabeth.

PHASE 01: POTENTIAL DEVELOPMENT MODEL

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STEEL MILD 64 STEEL X 3264 X 32 COLD-ROLLED COLD-ROLLED GALVANIZED COLD-ROLLED GALVANIZED MILD GALVANIZED MILD STEELSTEEL 64MILD X6432STEEL X 32 64 X 32 MANUFACTURED O PREMANUFACTURED mm mm C-SECTION C-SECTION mmFIXED C-SECTION FIXED TO PREMANUFACTURED TO FIXED PREMANUFACTURED TO PREMANUFACTURED 4mm USS. ISOBOARD 24mm ISOBOARD GALVANIZED GALVANIZED MILD GALVANIZED MILD STEELSTEEL TRUSS. MILD TRUSS. 24mm STEEL24mm ISOBOARD TRUSS. ISOBOARD 24mm ISOBOARD ETWEEN C-SECTION C-SECTION AND AND COLD-ROLLED GALVANIZED MILD STEEL 64 X 32 INSULATION INSULATION TO BE INSULATION TO FITTED BE FITTED BETWEEN TO BETWEEN BE FITTED C-SECTION C-SECTION BETWEEN AND C-SECTION AND AND mm C-SECTION FIXED TO PREMANUFACTURED TRUSS.TRUSS. TRUSS. OIXED 32 XTO 32 32 TIMBER X 32 TIMBER GALVANIZED MILD STEEL TRUSS. 24mm ISOBOARD INSULATION TO BE FITTED BETWEEN C-SECTION AND ISOBOARD ISOBOARD CEILING ISOBOARD CEILING BOARD BOARD FIXED CEILING FIXED TO BOARD 32TO X 32 32FIXED TIMBER X MILD 32 TO TIMBER 32 X 64 3264TIMBER WITH ANUFACTURER’S MANUFACTURER’S COLD-ROLLED COLD-ROLLED GALVANIZED GALVANIZED MILD STEEL STEEL X X32 32 TRUSS. INWITH BATTONS BATTONS IN ACCORDANCE IN BATTONS ACCORDANCE ACCORDANCE WITH MANUFACTURER’S MANUFACTURER’S MANUFACTURER’S MANUFACTURED CES PREMANUFACTURED mm mmC-SECTION C-SECTION FIXED FIXED TOWITH TOPREMANUFACTURED PREMANUFACTURED SPECIFICATIONS SPECIFICATIONS WITH SPECIFICATIONS WITH CORNICES CORNICES PREMANUFACTURED WITH PREMANUFACTURED CORNICES PREMANUFACTURED GALVANIZED GALVANIZED MILD MILD STEEL STEEL TRUSS. TRUSS. 24mm 24mm ISOBOARD ISOBOARD PROFILE “D1”. “D1”. ISOBOARD CEILING BOARD FIXED TO 32 X 32 TIMBER POLYHSTYRENE POLYHSTYRENE SHAPED POLYHSTYRENE SHAPED TO PROFILE TOTO SHAPED PROFILE “D1”. TO “D1”. PROFILE “D1”. INSULATION INSULATION TO BE BE FITTED FITTED BETWEEN BETWEEN C-SECTION C-SECTION AND AND BATTONS IN ACCORDANCE WITH MANUFACTURER’S NIZED ILD STEEL MILDFRAME STEEL FRAME TRUSS. TRUSS. SPECIFICATIONS WITH CORNICES PREMANUFACTURED PREMANUFACTURED PREMANUFACTURED GALVANIZED GALVANIZED MILD GALVANIZED STEEL MILD FRAME MILD FRAME STEEL FRAME CCORDANCE NCE WITH ENGIWITH ENGI-PREMANUFACTURED POLYHSTYRENE SHAPED TOSTEEL PROFILE “D1”. ISOBOARD ISOBOARD CEILING CEILING BOARD BOARD FIXED FIXED TO TO 32 32 X 32 X 32 TIMBER TIMBER FIXED FIXED TO BRICKWORK TO BRICKWORK FIXED TO IN ACCORDANCE BRICKWORK IN ACCORDANCE IN WITH ACCORDANCE WITH ENGIENGIWITH ENGICLADDED D WITHKLIP-LOK WITHKLIP-LOK BATTONS BATTONS INCLADDED IN ACCORDANCE ACCORDANCE WITH WITH MANUFACTURER’S MANUFACTURER’S PREMANUFACTURED GALVANIZED MILD STEEL FRAME NEER’S SPECIFICATIONS SPECIFICATIONS NEER’S AND SPECIFICATIONS AND CLADDED WITHKLIP-LOK ANDWITHKLIP-LOK CLADDED WITHKLIP-LOK LY TERNALLY WITHNEER’S 16mm WITH 16mm SPECIFICATIONS SPECIFICATIONS WITH WITH CORNICES CORNICES PREMANUFACTURED PREMANUFACTURED FIXED TO BRICKWORK INEXTERNALLY ACCORDANCE WITH16mm ENGI700 PROFILE 700 INPROFILE SHEETING 700 SHEETING PROFILE EXTERNALLY SHEETING EXTERNALLY WITH WITH 16mm 16mm WITH DDING PREPPEDPREPPED IN ACACPOLYHSTYRENE POLYHSTYRENE SHAPED SHAPED TOAND TO PROFILE PROFILE “D1”. “D1”. NEER’S SPECIFICATIONS CLADDED WITHKLIP-LOK CHIPBOARD CHIPBOARD INTERNAL CHIPBOARD INTERNAL CLADDING INTERNAL CLADDING PREPPED CLADDING PREPPED IN AC-INPREPPED ACIN ACOR ANTSTENANTS SPECIFICASPECIFICA700 PROFILE SHEETING EXTERNALLY WITH 16mm CORDANCE CORDANCE WITHCORDANCE WITH OWNER OWNER OR WITH TENANTS OROWNER TENANTS SPECIFICAOR SPECIFICATENANTS SPECIFICAPREMANUFACTURED PREMANUFACTURED GALVANIZED GALVANIZED MILD MILD STEEL STEEL FRAME FRAME CHIPBOARD INTERNAL CLADDING PREPPED IN ACTION SCHEDULE. TION SCHEDULE. TION SCHEDULE. FIXED FIXED TOTO BRICKWORK BRICKWORK IN IN ACCORDANCE ACCORDANCE WITH WITH ENGIENGICORDANCE WITH OWNER OR TENANTS SPECIFICANEER’S NEER’S SPECIFICATIONS SPECIFICATIONS AND AND CLADDED CLADDED WITHKLIP-LOK WITHKLIP-LOK TION SCHEDULE. 700700PROFILE PROFILESHEETING SHEETINGEXTERNALLY EXTERNALLYWITH WITH16mm 16mm CHIPBOARD CHIPBOARDINTERNAL INTERNALCLADDING CLADDINGPREPPED PREPPEDIN INAC-ACWITHOWNER OWNERORORTENANTS TENANTSSPECIFICASPECIFICASCALESCALE 1 CORDANCE : 10CORDANCE 1 : 10WITH TION TION SCHEDULE. SCHEDULE. SCALE SCALE 1 : 101 SCALE : 10 1 : 10

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DETAIL DETAIL DETAIL AA A DETAIL A

0.5 mm0.5KLIP-LOK mm KLIP-LOK 700 PROFILE 700 PROFILE SHEETING, SHEETING, FIXED FIXED 0.5 SPACED mm 0.5 mmATKLIP-LOK 0.5 700 mm PROFILE 700 KLIP-LOK PROFILE SHEETING, 700SHEETING, PROFILE FIXEDSHEETING, FIXED FIXED TO STEEL TO STEEL INTERMEDIATE INTERMEDIATE PURLINSPURLINS SPACED AT KLIP-LOK TO CLIPS STEEL TO STEEL INTERMEDIATE TOINTERMEDIATE STEEL INTERMEDIATE PURLINS PURLINS SPACED SPACED PURLINS AT ATSPACED AT 1200 mm 1200CENTRE-TO-CENTRE mm CENTRE-TO-CENTRE USING KL700 USING KL700 CLIPS 1200 1200 mm CENTRE-TO-CENTRE mm CENTRE-TO-CENTRE CENTRE-TO-CENTRE USING USING KL700KL700 CLIPS USING CLIPS KL700 IN ACCORDANCE IN ACCORDANCE WITH THE WITH MANUFACTURER’S THE MANUFACTURER’S 0.5 1200 mm mm KLIP-LOK 700 PROFILE SHEETING, FIXED CLIPS IN ACCORDANCE IN ACCORDANCE WITH ACCORDANCE WITH THE THE MANUFACTURER’S WITH MANUFACTURER’S THE MANUFACTURER’S SPECIFICATIONS. SPECIFICATIONS. TO INSTEEL INTERMEDIATE PURLINS SPACED AT SPECIFICATIONS. SPECIFICATIONS. 1200SPECIFICATIONS. mm CENTRE-TO-CENTRE USING KL700 CLIPS GALVANIZED GALVANIZED METAL METAL STUD STUD IN ACCORDANCE WITHPREMANUFACTURED THE PREMANUFACTURED MANUFACTURER’S 0.50.5mmmmKLIP-LOK KLIP-LOK700700PROFILE PROFILESHEETING, SHEETING,FIXED FIXED PREMANUFACTURED PREMANUFACTURED GALVANIZED GALVANIZED METAL GALVANIZED METAL STUDSTUD METAL STUD FRAME FRAME MANUFACTURED MANUFACTURED OFF-SITEOFF-SITE ACCORDING ACCORDING TO TOPREMANUFACTURED SPECIFICATIONS. TOTOSTEEL STEELINTERMEDIATE INTERMEDIATEPURLINS PURLINSSPACED SPACEDATAT FRAME FRAME MANUFACTURED FRAME MANUFACTURED OFF-SITE OFF-SITE ACCORDING ACCORDING OFF-SITE TO ACCORDING TO TO ENGINEER’S ENGINEER’S SPECIFICATIONS. SPECIFICATIONS. INTERNAL INTERNAL CAVITITY CAVITITY TOMANUFACTURED TO 1200 1200mmmmCENTRE-TO-CENTRE CENTRE-TO-CENTREUSING USINGKL700 KL700CLIPS CLIPS ENGINEER’S ENGINEER’S SPECIFICATIONS. ENGINEER’S SPECIFICATIONS. SPECIFICATIONS. INTERNAL INTERNAL CAVITITY CAVITITY INTERNAL TO STUD TO CAVITITY TO PREMANUFACTURED GALVANIZED METAL BE FILLEDBEWITH FILLED LOSE-FILL WITH LOSE-FILL THERMAL THERMAL INSULATION INSULATION WITH WITH IN INACCORDANCE ACCORDANCEWITH WITHTHETHEMANUFACTURER’S MANUFACTURER’S FRAME MANUFACTURED OFF-SITE ACCORDING BE FILLED BE FILLED WITH LOSE-FILL BE FILLED LOSE-FILL THERMAL WITHTHERMAL LOSE-FILL INSULATION INSULATION THERMAL WITHINSULATION WITHTO WITH KLIP-LOKKLIP-LOK 700 PROFILE 700 PROFILE SHETTING SHETTING FIXED WITH FIXED K700 WITH K700WITH SPECIFICATIONS. SPECIFICATIONS. ENGINEER’S SPECIFICATIONS. INTERNAL CAVITITY KLIP-LOK KLIP-LOK 700 PROFILE 700 KLIP-LOK PROFILE SHETTING 700SHETTING PROFILE FIXED SHETTING FIXED WITH WITH K700 FIXED K700TO WITH K700 KLIPS TO KLIPS COLD-ROLLED TO COLD-ROLLED GALVANIZED GALVANIZED MILD-STEEL MILD-STEEL BECOLD-ROLLED FILLED WITHTO LOSE-FILL THERMALMILD-STEEL INSULATION WITH KLIPS KLIPS TO TO KLIPS COLD-ROLLED GALVANIZED COLD-ROLLED GALVANIZED GALVANIZED MILD-STEEL MILD-STEEL C-SECTIONS C-SECTIONS SPACED SPACED AT 1 200mm AT 1 200mm CENTRE-TO-CENTRE CENTRE-TO-CENTRE PREMANUFACTURED PREMANUFACTURED GALVANIZED GALVANIZED METAL METAL STUD STUD KLIP-LOK 700 SHETTING FIXED WITH K700 C-SECTIONS C-SECTIONS SPACED C-SECTIONS SPACED AT PROFILE 1 200mm AT SPACED 1 200mm CENTRE-TO-CENTRE ATCENTRE-TO-CENTRE 1 200mm CENTRE-TO-CENTRE FRAME FRAME MANUFACTURED MANUFACTURED OFF-SITE OFF-SITE ACCORDING ACCORDING TOTO KLIPS TO COLD-ROLLED GALVANIZED MILD-STEEL ENGINEER’S ENGINEER’S SPECIFICATIONS. SPECIFICATIONS. INTERNAL INTERNAL CAVITITY CAVITITY TOTO C-SECTIONS SPACED AT 1 200mm CENTRE-TO-CENTRE BEBE FILLED FILLED WITH WITH LOSE-FILL LOSE-FILL THERMAL THERMAL INSULATION INSULATION WITH WITH KLIP-LOK KLIP-LOK700700PROFILE PROFILESHETTING SHETTINGFIXED FIXEDWITH WITHK700 K700 KLIPS KLIPSTOTOCOLD-ROLLED COLD-ROLLEDGALVANIZED GALVANIZEDMILD-STEEL MILD-STEEL C-SECTIONS C-SECTIONS SPACED SPACED ATAT 1 200mm 1 200mm CENTRE-TO-CENTRE CENTRE-TO-CENTRE

DETAIL DETAIL B B SCALESCALE 1 : 10 1 : 10

DETAIL DETAIL DETAIL BB B SCALE SCALE 1 : 101 SCALE : 10 B1 : 10 DETAIL

SCALE 1 : 10

DETAIL DETAILAA

DETAIL DETAILBB

SCALE SCALE1 :110: 10

ALUMINIUM ALUMINIUM FRAMEDFRAMED SINGLE SINGLE GLAED GLAED WINDOWWINDOW TO TO ALUMINIUM FRAMED SINGLESINGLE FRAMED GLAEDGLAED WINDOW SINGLEWINDOW GLAED TO TO WINDOW TO COMPLYCOMPLY WITH SANS WITH10SANS 400 XA 10 400 ANDXA TOAND BE FITTED TO BEALUMINIUM IN FITTEDFRAMED INALUMINIUM COMPLY COMPLY WITH WITH SANS COMPLY SANS 10 400 WITH 10XA 400 SANS AND XATO AND 10 BE 400 TO FITTED XA BEAND FITTED IN TOINBE FITTED IN ACCORDANCE ACCORDANCE WITH ENGINEER’S WITH ENGINEER’S SPECIFICATIONS. SPECIFICATIONS. ACCORDANCE ACCORDANCE ACCORDANCE WITH ENGINEER’S ENGINEER’S WITH SPECIFICATIONS. ENGINEER’S SPECIFICATIONS. ALUMINIUM WITH FRAMED SINGLE GLAED WINDOWSPECIFICATIONS. TO COMPLY WITH SANS 10 400 XA AND TO BE FITTED IN ACCORDANCE WITH ENGINEER’S SPECIFICATIONS. ALUMINIUM ALUMINIUMFRAMED FRAMEDSINGLE SINGLEGLAED GLAEDWINDOW WINDOWTOTO COMPLY COMPLY WITH WITH SANS SANS10 10 400400 XAXA AND AND TOTO BEBE FITTED FITTED IN IN ACCORDANCE ACCORDANCE WITH WITH ENGINEER’S ENGINEER’S SPECIFICATIONS. SPECIFICATIONS.

Page 23

HUMERAIL

BOWLING

ALLEY

NOTES CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO MANUFACTURE OR CONSTRUCTION FIGURED DIMENSIONS TO BE IN PREFERENCE OFF SCALING OFF DRAWING ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS ANY ERRORS OR DISCREPANCIES TO BE REPORTED IMMEDIATELY FOR CLARIFICATION PRIOR TO ANY WORK BEING UNDERTAKEN ALL CAVITY WALLS BELOW FOUNDATION TO BE FILLED WITH CEMENT IF REQUIRED LEVELS INDICATED ARE PROVISIONAL AND MUST BE CHECKED ON SITE REFERRING TO TOP OF FOUNDATION. THE STRENGTH OF THE CONCRETE MIX TO BE MINIMUM OF 15mpa

GENERAL NOTES 1.

ALL PLUMBING TO BE BUILT INTO WALLS WHERE EXPOSED. ALL DRAINAGE LINES INDICATED ARE DIAGRAMMATIC POSITION AND DETAIL OF BRICK MOVEMENT JOINT IS TO BE CONFIRMED WITH THE ARCHITECT BEFORE COMMENCING CONSTRUCTION ALLOW 40mm IN TOTAL FOR FLOOR FINISH AND SCREED. SCREED THICKNESS TO BE ADJUSTED TO ALLOW FOR EVEN TRANSITION BETWEEN FLOORS OF DIFFERING FINISHES. WALL TIES TO BE GALVANIZED MILD STEEL. REFER TO FINISHES SCHEDULE AND DETAIL DRAWINGS FOR DETAILS OF FLOOR FINISHES AND WATERPROOFING DETAILS TO ALL PLANTER BOXES AND PARAPET WALLS. 8. ALL BUILT IN CUPBOARDS AND FITTINGS AS PER DETAIL DRAWINGS BY EXPERT. 9. ALL GLAZING TO DOORS AND WINDOWS TO COMPLY WITH SANS 0137 CODES OF PRACTICE 10. FINAL EARTHWORKS AND LEVELS TO BE CHECKED AND CONFIRMED ON SITE. 2.

THE DESIGN OF A MIXED-USE BOWLING ALLEY AND ARCADE GAMING CENTRE IN HUMERAIL, PORT ELIZABETH EXTERNAL ROOF SHEETING SKIN

6. 7.

ROOF PURLIN STRUCTURE

ISOBOARD ROOF INSULATION

TENSION CABLES FIXED TO STEEL FRAME

EXTERNAL ROOF SKIN ASSEMBLY DRAWING

REVISION

DRAWING NUMBER

SCALE 1:100

A empty parking lot in Humerail, Port Elizabeth was the site for the design of a mixed-use bowling alley and arcade gaming center. The project brief required the building to cater for a minimum of 15 bowling lanes, a gaming arcade and a small conference venue and provide parking spaces for 70 vehicles.

NOTES CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO MANUFACTURE OR CONSTRUCTION FIGURED DIMENSIONS TO BE IN PREFERENCE OFF SCALING OFF DRAWING

SOUTH END BOWLING ALLEY

GENERAL NOTES 1.

ALL PLUMBING TO BE BUILT INTO WALLS WHERE EXPOSED. ALL DRAINAGE LINES INDICATED ARE DIAGRAMMATIC POSITION AND DETAIL OF BRICK MOVEMENT JOINT IS TO BE CONFIRMED WITH THE ARCHITECT BEFORE COMMENCING CONSTRUCTION 4. ALLOW 40mm IN TOTAL FOR FLOOR FINISH AND SCREED. 5. SCREED THICKNESS TO BE ADJUSTED TO ALLOW FOR EVEN TRANSITION BETWEEN FLOORS OF DIFFERING FINISHES. 6. WALL TIES TO BE GALVANIZED MILD STEEL. 7. REFER TO FINISHES SCHEDULE AND DETAIL DRAWINGS FOR DETAILS OF FLOOR FINISHES AND WATERPROOFING DETAILS TO ALL PLANTER BOXES AND PARAPET WALLS. 8. ALL BUILT IN CUPBOARDS AND FITTINGS AS PER DETAIL DRAWINGS BY EXPERT. 9. ALL GLAZING TO DOORS AND WINDOWS TO COMPLY WITH SANS 0137 CODES OF PRACTICE 10. FINAL EARTHWORKS AND LEVELS TO BE CHECKED AND CONFIRMED ON SITE. 2.

EXTERNAL ROOF SHEETING SKIN

ROOF PURLIN STRUCTURE

ISOBOARD ROOF INSULATION

TENSION CABLES FIXED TO STEEL FRAMES

TENSION CABLES FIXED TO STEEL FRAME

ROOF SKIN ASSEMBLY DRAWING ISOBOARD ROOF INSULATION

THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH

EXTERNAL ROOF SHEETING SKIN

ROOF PURLIN STRUCTURE

ERF 1206E HUMERAIL PORT ELIZABETH

INTERNAL ROOF SKIN ASSEMBLY DRAWING

EXTERNAL ROOF SKIN ASSEMBLY DRAWING

REVISION

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

DRAWING NUMBER

SCALE 1:100

BOWLING 001 DYLAN BURTON 1007

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001 KLIP-LOK CLEAN COLORBOND™ FLASHING TO BE FIXED ONTO KLIP-LOK700 ROOF SHEETING WITH SPACER BLOCKS SPACED AT 600mm CENTER TO CENTER WITH STAINLESS STEEL SELF TAPPING SCREWS CRANKED AT 147°.

ARCHITECT'S SIGNATURE: DATE:

SOUTH END BOWLING ALLEY

STAINLESS STEEL COLD ROLLED C-SECTIONS WELDED TO 1200mmx600mm STAINLESS STEEL I-SECTION

ISOBOARD ROOF INSULATION

CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO MANUFACTURE OR CONSTRUCTION

ROOF SKIN CORNER DETAIL SCALE 1:50

ANY ERRORS OR DISCREPANCIES TO BE REPORTED IMMEDIATELY FOR CLARIFICATION PRIOR TO ANY WORK BEING UNDERTAKEN

STEEL FRAME FIXED TO I-SECTION BY STAINLESS STEEL BOLTS AND AND ANGLES AND FIXED TO H-COLUMN BY STAINLESS STEEL BOLTS AND ANGLES ACCORDING TO ENGINEER'S SPECIFICATIONS.

ALL CAVITY WALLS BELOW FOUNDATION TO BE FILLED WITH CEMENT IF REQUIRED LEVELS INDICATED ARE PROVISIONAL AND MUST BE CHECKED ON SITE REFERRING TO TOP OF FOUNDATION. THE STRENGTH OF THE CONCRETE MIX TO BE MINIMUM OF 15mpa

KLIP-LOK CLEAN COLORBOND

180

175

170 20 715mm SECOND FLOOR CEILING LEVEL

165

6. 7.

160 155

INTERNAL ROOF SKIN ASSEMBLY DRAWING M - ABLUTIONS 40

REFUSE STORE 43

CONCRETE TILE

SCALE 1:100

RESTAURANT KITCHEN 41

CERAMIC TILES

D5 56

W2 62

CAST-IN-PLACE CONCRETE

D5 65

STAINLESS STEEL COLD ROLLED C-SECTIONS WELDED TO 1200mmx600mm STAINLESS STEEL I-SECTION

WATER STORE 04 CONCRETE TILE

KLIP-LOK CLEAN COLORBOND™ FLASHING TO BE FIXED OVER I-SECTION FLANGE BY

M - ABLUTIONS SPACER BLOCKS FIXED AT 2000mm 21 CENTER TO CENTER. CERAMIC TILE

BAR STORE 22

GENERAL STORE 23

CONCRETE TILE

DRAWING NUMBER

120 115 110

ELECTRICAL ROOM 07

POLISHED CONCRETE

SCALE 1:50

D2 07

CONCRETE TILE

OFFICE 26

STAFF ROOM 27

LAMINATED TIMBER

M - STAFF ABLUTIONS

DRAWN BY:28 CERAMIC TILE SCALE: REVISION NUMBER:

LAMINATED TIBER

D8 35

D9 37

D5 38

F - STAFF ABLUTIONS 29

DYLAN BURTON VARIOUS N/A

MAINTENANCE ROOM 30

CERAMIC TILE

POLISHED CONCRETE

75 70

W2 42

W2 39

STEEL COLD ROLLED C-SECTIONS WELDED TO 1200mmx600mm STAINLESS STEEL I-SECTION

ELECTRICAL ROOM 06

CONCRETE TILE

95 90

CONCRETE TILE

ROOF SKIN CORNER DETAIL

REFUSE STORE 05

11 425mm FIRST FLOOR CEILING LEVEL

SAFE 25

ISOBOARD ® HIGH DENSITY RIGID EXTRUDED POLYSTYRENE 100% CLOSED CELL INSULATION BOARDS 25MM THICK AND 600mm WIDE SHEETS TO BE FIXED CONCURRENT OVER STEEL PURLINS.

KLIP-LOK CLEAN COLORBOND™ FLASHING CRANKED TO AN ANGLE OF 99° FIXED TO KLIP-LOK 700 ROOF SHEETING BY CLIPS ACCORDING TO MANUFACTURER'S SPECIFICATIONS.

8 925mm FIRST FLOOR FFL

D3 09

CLIENT'S SIGNATURE: DATE:

SOUTH END BOWLING ALLEY PROPOSED SECTION B - B

50 8 160mm BOWLING LANES FLOOR FFL

STEEL FRAME FIXED TO I-SECTION BY STAINLESS STEEL BOLTS AND AND ANGLES AND FIXED TO H-COLUMN BY STAINLESS STEEL BOLTS AND ANGLES ACCORDING TO ENGINEER'S ELECTRICAL ROOM SPECIFICATIONS.

45 7 605mm GROUND FLOOR CEILING LEVEL

STORE 09

POLISHED CONCRETE

FIRE PROTECTION ROOM 10

CONCRETE TILE

AIR-CONDITIONING ROOM 11

POLISHED CONCRETE

MACHINE STORE 12

A (27) 01

CONCRETE TILES

THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH

DELIVERY ROOM 13

CONCRETE TILES

POLISHED CONCRETE

ERF 1206E HUMERAIL PORT ELIZABETH

25 20

KLIP-LOK CLEAN COLORBOND

D3 08

ARCHITECT'S SIGNATURE: DATE:

100

KLIP-LOK 700™ PROFILE CLEAN COLORBOND™ FIXED TO STEEL COLD-ROLLED C-SECTIONS WITH KL700 CLIPS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. COLD ROLLED C-SECTIONS TO BE FIXED TO STEEL I-SECTIONS BY STAINLESS STORESTEEL ROOM BOLTS.

CONCRETE TILE

W2 26

SCALE 1:50

D2 06

REVISION

130 125

KLIP-LOK CLEAN COLORBOND™ GUTTER TO BE FIXED TO MAIN STEEL FRAME BY STAINLESS STEEL BOLTS WITH SUFFICIENT SEPARATION BETWEEN TWO METALS.

ROOF SKIN GUTTER DETAIL

140 135

BRICK SCALE 85mm (75mm BRICK + 10mm MORTAR) 1 : 100

STEEL I-SECTIONS BY STAINLESS STEEL BOLTS. W2

ISOBOARD ® HIGH DENSITY RIGID EXTRUDED POLYSTYRENE 100% CLOSED CELL INSULATION BOARDS 25MM THICK AND 600mm WIDE SHEETS TO BE FIXED CONCURRENT OVER STEEL PURLINS.

145

13 100mm SECOND FLOOR FFL

F - ABLUTIONS MANUFACTURER'S SPECIFICATIONS. COLD ROLLED C-SECTIONS TO BE FIXED TO 20 CERAMIC TILE

150

BOWLING 001 DYLAN BURTON 1007

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001 COMPONENT DRAWING C(00) 00

KLIP-LOK 700™ PROFILE CLEAN COLORBOND™ FIXED TO STEEL COLD-ROLLED C-SECTIONS WITH KL700 CLIPS IN ACCORDANCE WITH

STEEL FRAME FIXED TO I-SECTION BY STAINLESS STEEL BOLTS AND AND ANGLES AND FIXED TO H-COLUMN BY STAINLESS STEEL BOLTS AND ANGLES ACCORDING TO ENGINEER'S SPECIFICATIONS. STEEL FRAME FIXED TO I-SECTION BY STAINLESS STEEL BOLTS AND AND ANGLES AND FIXED TO H-COLUMN BY STAINLESS STEEL BOLTS AND ANGLES ACCORDING TO ENGINEER'S SPECIFICATIONS.

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

ROOF TOP PARKING AREA

CERAMIC TILES

W2 63

A (27) 01

GENERAL NOTES 1.

22 200mm ROOF PARAPET LEVEL

ERF 1206E HUMERAIL PORT ELIZABETH

DYLAN BURTON VARIOUS N/A

FIGURED DIMENSIONS TO BE IN PREFERENCE OFF SCALING OFF DRAWING ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS

STEEL COLD ROLLED C-SECTIONS WELDED TO 1200mmx600mm STAINLESS STEEL I-SECTION

THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH

EXTERNAL ROOF SHEETING SKIN

ROOF PURLIN STRUCTURE

DRAWN BY: SCALE: REVISION NUMBER:

NOTES

ISOBOARD ® HIGH DENSITY RIGID EXTRUDED POLYSTYRENE 100% CLOSED CELL INSULATION BOARDS 25MM THICK AND 600mm WIDE SHEETS TO BE FIXED CONCURRENT OVER STEEL PURLINS.

KLIP-LOK CLEAN COLORBOND™ FLASHING CRANKED TO AN ANGLE OF 99° FIXED TO KLIP-LOK 700 ROOF SHEETING BY CLIPS ACCORDING TO MANUFACTURER'S SPECIFICATIONS.

KLIP-LOK CLEAN COLORBOND™ GUTTER TO BE FIXED TO MAIN STEEL FRAME BY STAINLESS STEEL BOLTS WITH SUFFICIENT SEPARATION BETWEEN TWO METALS.

ASSEMBLY DRAWING

SCALE 1:50

PRECAST CONCRETE LINTEL TO ENGINEER'S SPECIFICATIONS.

VITEX 20-3HF S6, GRADE 316 STAINLESS STEEL FLATEX GENERAL MESH IN PANELS 2400 mm x 1200 mm, CUT TO REQUIRED SIZE, WITH 25 mm x 50mm MESH SPOT WELDED TO ANGLE PROFILES.

KLIP-LOK CLEAN COLORBOND™ FLASHING TO BE FIXED OVER I-SECTION FLANGE BY SPACER BLOCKS FIXED AT 2000mm CENTER TO CENTER.

ISOBOARD ® HIGH DENSITY RIGID EXTRUDED POLYSTYRENE 100% CLOSED CELL INSULATION BOARDS 25MM THICK AND 600mm WIDE SHEETS TO BE FIXED CONCURRENT OVER STEEL PURLINS.

ROOF SKIN ROOF SKIN GUTTER DETAIL

ALL ELECTRICAL CABLE AND PIPING RACKS AS WELL AS AIR-CONDITIONING UNITS AND AIR-CONDITIOING DUCTS TO BE FITTED BETWEEN FLOOR SLAB AND CEILING BOARDS

GMS CAVITY WALL TIES TO BE BUILT INTO WALL EVERY THREE COURSES SPACED AT APPROXIMATELY 450 mm.

LAFARGE GYPSUM MASTER GRID - ACOUSTIC CEILING SYSTEM WITH 12mm THICK TAPERED EDGE PERGYBEL® PLASTERBOARD FIXED AT RIGHT ANGLES TO STEEL BRANDERING SUSPENSION BRACKETS FIXED TO TIE BEAMS AT 600mm CENTRES. CEILING PERIMETER TO BE FINISHED USING STANDARD WALL ANGLE WITH ALL JOINTS TO BE TAPED AND PREPARDED FOR PAINT IN ACCORDACNE WITH MANUFACTURER'S SPECIFICATIONS.

TENSION CABLES FIXED TO STEEL FRAMES

CLIENT'S SIGNATURE: DATE:

STEEL FRAME FIXED TO I-SECTION BY STAINLESS STEEL BOLTS AND AND ANGLES AND FIXED TO H-COLUMN BY STAINLESS STEEL BOLTS AND ANGLES ACCORDING TO ENGINEER'S SPECIFICATIONS.

KLIP-LOK CLEAN COLORBOND™ FLASHING TO BE FIXED ONTO KLIP-LOK700 ROOF SHEETING WITH SPACER BLOCKS SPACED AT 600mm CENTER TO CENTER WITH STAINLESS STEEL SELF TAPPING SCREWS CRANKED AT 147°.

The project focused on the production of a competent set of working drawings that were of a professional nature with attention to be placed on developing an important architectural skill. The project required the production of location, component and assembly drawings as well as three basic schedules to be included in the set of working drawings.

CLIENT'S SIGNATURE: DATE:

STEEL FRAME FIXED TO I-SECTION BY STAINLESS STEEL BOLTS AND AND ANGLES AND FIXED TO H-COLUMN BY STAINLESS STEEL BOLTS AND ANGLES ACCORDING TO ENGINEER'S SPECIFICATIONS.

The site forms part of a set of three terraces that sweep down towards Beach Road and has magnificent views of the ocean across the old train tracks.

ARCHITECT'S SIGNATURE: DATE:

ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS ANY ERRORS OR DISCREPANCIES TO BE REPORTED IMMEDIATELY FOR CLARIFICATION PRIOR TO ANY WORK BEING UNDERTAKEN

D3 10

D3 11

D3 12

D3 13

D2 14

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

D3 15

10 5 4 225mm Ground Floor FFL

BOWLING 001 DYLAN BURTON 1007

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001

4 000mm NATURAL GROUND LEVEL

DRAWN BY: SCALE: REVISION NUMBER:

SECTION B - B SCALE 1:50

DYLAN BURTON 1:50 N/A

L (20) 13

VIRGIN ACTIVE PARKING LOT

NOTES CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO MANUFACTURE OR CONSTRUCTION

VIRGIN ACTIVE EXISTING BUILDING

FIGURED DIMENSIONS TO BE IN PREFERENCE OFF SCALING OFF DRAWING

ERF 1206 D

ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS ANY ERRORS OR DISCREPANCIES TO BE REPORTED IMMEDIATELY FOR CLARIFICATION PRIOR TO ANY WORK BEING UNDERTAKEN

2 000

3 000

ALL CAVITY WALLS BELOW FOUNDATION TO BE FILLED WITH CEMENT IF REQUIRED 1

LEVELS INDICATED ARE PROVISIONAL AND MUST BE CHECKED ON SITE REFERRING TO TOP OF FOUNDATION. THE STRENGTH OF THE CONCRETE MIX TO BE MINIMUM OF 15mpa

4 000

GENERAL NOTES

91 290 mm SITE BOUNDARY

8 597 mm SITE BOUNDARY

EXISTING MUNICIPAL WASTE LINE

2000

18 220

4 250 18 220

4 250

18 220

CLAY PAVERS

18 220

WALKWAY

SIT

8486

8734

1 1

ALL PLUMBING TO BE BUILT INTO WALLS WHERE EXPOSED. ALL DRAINAGE LINES INDICATED ARE DIAGRAMMATIC POSITION AND DETAIL OF BRICK MOVEMENT JOINT IS TO BE CONFIRMED WITH THE ARCHITECT BEFORE COMMENCING CONSTRUCTION ALLOW 40mm IN TOTAL FOR FLOOR FINISH AND SCREED. 5. SCREED THICKNESS TO BE ADJUSTED TO ALLOW FOR EVEN TRANSITION BETWEEN FLOORS OF DIFFERING FINISHES. 6. WALL TIES TO BE GALVANIZED MILD STEEL. 7. REFER TO FINISHES SCHEDULE AND DETAIL DRAWINGS FOR DETAILS OF FLOOR FINISHES AND WATERPROOFING DETAILS TO ALL PLANTER BOXES AND PARAPET WALLS. 8. ALL BUILT IN CUPBOARDS AND FITTINGS AS PER DETAIL DRAWINGS BY EXPERT. 9. ALL GLAZING TO DOORS AND WINDOWS TO COMPLY WITH SANS 0137 CODES OF PRACTICE 10. FINAL EARTHWORKS AND LEVELS TO BE CHECKED AND CONFIRMED ON SITE. 2.

18 220

13 000

8827

ERF 1206 B

TO SPAR PARKING LOT

4 250 FFL

DIMENSION DATA EXISTING BUILDING

IE 06 RE 05

3 m BUILDING LINE

IE 05

18 280

DRAWING NUMBER

SPAR EXISTING BUILDING

ERF 1206 E

1993

REVISION

PROPOSED BUILDING

4993

5 00

ERF 1206 F

BOWLING ALLEY DELIVERIES YARD

0 18 180

18 280

1993

PARKING AREA CEMENT

IE 04 45 987 mm SITE BOUNDARY

6 000

W 8486

IE 01 7 000

IE 03

RE 01

RE 03

ARCHITECT'S SIGNATURE: DATE: SPAR DELIVERIES YARD

CLIENT'S SIGNATURE: DATE:

RE 02

ERF 1206C

8 000

9 000

17 605

3943 18 280

17 605 18 280

18 280

17 605

18 280

PARKING AREA CEMENT

18 180

7 178

SITE

NDA

BOU

17 280

VOID

18 280

18 180

13 100

DUCT

SOUTH END BOWLING ALLEY

13 100

68 847 mm SITE BOUNDARY

EXISTING MUNICIPAL STORM WATER AND SEWERAGE CONNECTION

OAKWORTH ROAD 0

3 m BUILDING LINE

25 830 mm SITE BOUNDARY

EXISTING BUILDING

IE 02

PROPOSED GROUND FLOOR PLAN

THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH ERF 1206E HUMERAIL PORT ELIZABETH

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

000

EXISTING BUILDING ERF 1206 G

BOWLING 001 DYLAN BURTON 1007

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001

SITE PLAN SCALE 1:200

Page 24 DRAWN BY:

DYLAN BURTON

ALL CAVITY WALLS BELOW FOUNDATION TO BE FILLED WITH CEMENT IF REQUIRED

LEVELS INDICATED ARE PROVISIONAL AND MUST BE CHECKED ON SITE REFERRING TO TOP OF FOUNDATION. THE STRENGTH OF THE CONCRETE MIX TO BE MINIMUM OF 15mpa

GENERAL NOTES 1.

ALL PLUMBING TO BE BUILT INTO WALLS WHERE EXPOSED. ALL DRAINAGE LINES INDICATED ARE DIAGRAMMATIC POSITION AND DETAIL OF BRICK MOVEMENT JOINT IS TO BE CONFIRMED WITH THE ARCHITECT BEFORE COMMENCING CONSTRUCTION 4. ALLOW 40mm IN TOTAL FOR FLOOR FINISH AND SCREED. 5. SCREED THICKNESS TO BE ADJUSTED TO ALLOW FOR EVEN TRANSITION BETWEEN FLOORS OF DIFFERING FINISHES. 6. WALL TIES TO BE GALVANIZED MILD STEEL. 7. REFER TO FINISHES SCHEDULE AND DETAIL DRAWINGS FOR DETAILS OF FLOOR FINISHES AND WATERPROOFING DETAILS TO ALL PLANTER BOXES AND PARAPET WALLS. 8. ALL BUILT IN CUPBOARDS AND FITTINGS AS PER DETAIL DRAWINGS BY EXPERT. 9. ALL GLAZING TO DOORS AND WINDOWS TO COMPLY WITH SANS 0137 CODES OF PRACTICE 10. FINAL EARTHWORKS AND LEVELS TO BE CHECKED AND CONFIRMED ON SITE.

COMPONENT DRAWING C (00) 00 ASSEMBLY DRAWING A (00) 00

EXTERNAL EXTERNAL EXTERNAL ROOF ROOF ROOF SHEETING SHEETING SHEETING SKIN SKIN SKIN

22 200mm ROOF PARAPET LEVEL

ROOF ROOF ROOF PURLIN PURLIN PURLIN STRUCTURE STRUCTURE STRUCTURE

ISOBOARD ISOBOARD ISOBOARD ROOF ROOF ROOF INSULATION INSULATION INSULATION

20 715mm SECOND FLOOR CEILING LEVEL

180 175 170 165 160 155

EXTERNAL EXTERNALROOF ROOFSKIN SKINASSEMBLY ASSEMBLYDRAWING DRAWING SCALE SCALE 1:100 1:100

TENSION TENSION TENSION CABLES CABLES FIXE F CABLES FIXE TO TO STEEL STEEL TO STEEL FRAME FRAME FRAME

REVISION

150

DRAWING NUMBER

145

GAMING AREA FOYER 32

ISOBOARD ® HIGH DENSITY RIGID EXTRUDED POLYSTYRENE 100% CLOSED CELL INSULATION BOARDS 25MM THICK AND 600mm WIDE SHEETS TO BE FIXED CONCURRENT OVER STEEL PURLINS.

LAMINATED TIMBER

140 135 130 125

COMPONENT DRAWING C (00)00 ASSEMBLY DRAWING A (00) 00

120 115 13 100mm SECOND FLOOR FFL

ARCHITECT'S SIGNATURE: DATE:

110

CLIENT'S SIGNATURE: DATE:

BE ACCORDING TO SPECIFICATION ON SHEET C (01) 01

BOWLING ALLEY FOYER 14

100 95 90 85

LAMINATED TIMBER

80 75 70 65 60 8 925mm FIRST FLOOR FFL

55 50

8 160mm BOWLING LANES FLOOR FFL 45 7 605mm GROUND FLOOR CEILING LEVEL

40 35

BRICK SCALE 85mm (75mm BRICK + 10mm MORTAR) 1 : 100

COLD-ROLLED ALUMINIUM GUTTER TO BE FIXED TO SUPPORTS WITH SELF-TAPPING STAINLESS STEEL SCREWS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. GUTTER PROFILE 11 TO425mm FIRST FLOOR CEILING LEVEL

SOUTH END BOWLING ALLEY PROPOSED SECTION B - B (PART 2 OF 2) THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH ERF 1206E HUMERAIL PORT ELIZABETH

30 25 20 15

CONNECTION TO EXISTING ROAD TO COMPLY WITH NELSON MANDELA BAY MUNICIPALITY REGULATIONS.

10 5 4 225mm GROUND FLOOR FFL

TENSION TENSION TENSION CABLES CABLES FIXED FIXED CABLES FIXED TO TO STEEL STEEL TO STEEL FRAMES FRAMES FRAMES

ISOBOARD ISOBOARD ISOBOARD ROOF ROOF ROOF INSULATION INSULATION INSULATION

ROOF ROOF PURLIN PURLIN ROOF PURLIN STRUCTURE STRUCTURE STRUCTURE

SECTION B - B PART 2

INTERNAL INTERNALROOF ROOFSKIN SKINASSEMBLY ASSEMBLYDRAWING DRAWING SCALE 1:50

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

BOWLING 001 DYLAN BURTON 1007

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001

DRAWN BY: SCALE: REVISION NUMBER:

DYLAN BURTON 1:50 N/A

EXTERNAL EXTERNAL EXTERNAL ROOF ROOF ROOF SHEETING SHEETING SHEETING SKIN SKIN SKIN

L (20) 11

SCALE SCALE 1:100 1:100

KLIP-LOK KLIP-LOK CLEAN CLEAN COLORBOND COLORBOND ™ ™ FLASHING KLIP-LOK CLEAN COLORBOND ™ FLASHING FLASHING TO BE BE TOFIXED FIXED BE FIXED ONTO ONTO KLIP-LOK700 KLIP-LOK700 ROOF ROOF TO ONTO KLIP-LOK700 ROOF SHEETING SHEETING WITHWITH SPACER SPACER BLOCKS BLOCKS SPACED SPACED SHEETING WITH SPACER BLOCKS SPACED AT 600mm 600mm AT 600mm CENTER CENTER TO CENTER CENTER TO CENTER WITHWITH AT CENTER TO WITH STAINLESS STAINLESS STEEL STEEL SELFSELF TAPPING TAPPING SCREWS SCREWS STAINLESS STEEL SELF TAPPING SCREWS CRANKED CRANKED AT 147°. 147°. AT 147°. CRANKED AT

STEEL STEEL FRAME FRAME FIXED FIXED TO TO I-SECTION BY STEEL FRAME FIXED TO I-SECTION I-SECTION BY BY STAINLESS STAINLESS STEEL STEEL BOLTS BOLTS AND AND STAINLESS STEEL BOLTS AND AND AND ANGLES ANGLES AND AND FIXED FIXED TO H-COLUMN H-COLUMN TO H-COLUMN BY BY ANGLES AND FIXED TO BY STAINLESS STAINLESS STEEL STEEL BOLTS BOLTS AND AND ANGLES ANGLES STAINLESS STEEL BOLTS AND ANGLES ACCORDING ACCORDING TO ENGINEER'S ENGINEER'S TO ENGINEER'S ACCORDING TO SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS. STEEL STEEL FRAME FRAME FIXED FIXED TO TO I-SECTION BY STEEL FRAME FIXED TO I-SECTION I-SECTION BY BY STAINLESS STAINLESS STEEL STEEL BOLTS BOLTS AND AND STAINLESS STEEL BOLTS AND AND AND ANGLES ANGLES AND AND FIXED FIXED TO H-COLUMN H-COLUMN TO H-COLUMN BY BY ANGLES AND FIXED TO BY STAINLESS STAINLESS STEEL STEEL BOLTS BOLTS AND AND ANGLES ANGLES STAINLESS STEEL BOLTS AND ANGLES ACCORDING ACCORDING TO ENGINEER'S ENGINEER'S TO ENGINEER'S ACCORDING TO SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS. STAINLESS STAINLESS STEEL STEEL COLD ROLLED ROLLED STAINLESS STEEL COLDCOLD ROLLED C-SECTIONS C-SECTIONS WELDED WELDED TO TO 1200mmx600mm C-SECTIONS WELDED TO 1200mmx600mm 1200mmx600mm STAINLESS STAINLESS STEEL STEEL I-SECTION I-SECTION STAINLESS STEEL I-SECTION

ROOF ROOFSKIN SKINGUTTER GUTTERDETAIL DETAIL SCALE SCALE 1:50 1:50

KLIP-LOK KLIP-LOK 700 PROFILE ™ PROFILE CLEAN CLEAN KLIP-LOK 700™ ™700 PROFILE CLEAN COLORBOND COLORBOND ™ FIXED ™ FIXED TO STEEL STEEL TO STEEL COLORBOND ™ FIXED TO COLD-ROLLED COLD-ROLLED C-SECTIONS C-SECTIONS WITHWITH KL700 KL700 COLD-ROLLED C-SECTIONS WITH KL700 CLIPS CLIPS IN ACCORDANCE ACCORDANCE IN ACCORDANCE WITHWITH CLIPS IN WITH MANUFACTURER'S MANUFACTURER'S SPECIFICATIONS. SPECIFICATIONS. COLDCOLD MANUFACTURER'S SPECIFICATIONS. COLD ROLLED ROLLED C-SECTIONS C-SECTIONS TO BE BE TOFIXED FIXED BE FIXED TO TO ROLLED C-SECTIONS TO TO STEEL STEEL I-SECTIONS I-SECTIONS BY STAINLESS STAINLESS BY STAINLESS STEEL STEEL STEEL I-SECTIONS BY STEEL BOLTS. BOLTS. BOLTS. ISOBOARD ISOBOARD ® ® HIGH DENSITY DENSITY RIGID ISOBOARD ® HIGH HIGH DENSITY RIGIDRIGID EXTRUDED EXTRUDED POLYSTYRENE POLYSTYRENE 100%100% CLOSED CLOSED EXTRUDED POLYSTYRENE 100% CLOSED CELLCELL INSULATION INSULATION BOARDS BOARDS 25MM25MM THICK THICK CELL INSULATION BOARDS 25MM THICK AND AND 600mm 600mm WIDEWIDE SHEETS SHEETS TO BE BE TOFIXED FIXED BE FIXED AND 600mm WIDE SHEETS TO CONCURRENT CONCURRENT OVER OVER STEEL STEEL PURLINS. PURLINS. CONCURRENT OVER STEEL PURLINS. KLIP-LOK KLIP-LOK CLEAN CLEAN COLORBOND COLORBOND ™ ™ GUTTER KLIP-LOK CLEAN COLORBOND ™ GUTTER GUTTER TO BE BE TOFIXED FIXED BE FIXED TO MAIN MAIN TO MAIN STEEL STEEL FRAME FRAME BY BY TO TO STEEL FRAME BY STAINLESS STAINLESS STEEL STEEL BOLTS BOLTS WITHWITH STAINLESS STEEL BOLTS WITH SUFFICIENT SUFFICIENT SEPARATION SEPARATION BETWEEN BETWEEN TWOTWO SUFFICIENT SEPARATION BETWEEN TWO METALS. METALS. METALS.

™ FLASHING ™ FLASHING KLIP-LOK KLIP-LOK CLEAN CLEAN COLORBOND COLORBOND KLIP-LOK CLEAN COLORBOND ™ FLASHING TO TOFIXED BE FIXED OVER OVER I-SECTION I-SECTION FLANGE FLANGE BY TO BE BE FIXED OVER I-SECTION FLANGE BY BY SPACER SPACER BLOCKS BLOCKS FIXED FIXED AT AT 2000mm SPACER BLOCKS FIXED AT 2000mm 2000mm CENTER CENTER TO TO CENTER. CENTER TO CENTER. CENTER.

™ FLASHING ™ FLASHING KLIP-LOK KLIP-LOK CLEAN CLEAN COLORBOND COLORBOND KLIP-LOK CLEAN COLORBOND ™ FLASHING CRANKED CRANKED TO TOANGLE AN ANGLE OF OFFIXED 99° FIXED TO CRANKED TO AN AN ANGLE OF 99° 99° FIXED TO TO KLIP-LOK KLIP-LOK 700 ROOF ROOF 700 ROOF SHEETING SHEETING BY CLIPS CLIPS BY CLIPS KLIP-LOK 700 SHEETING BY ACCORDING ACCORDING TO MANUFACTURER'S MANUFACTURER'S TO MANUFACTURER'S ACCORDING TO SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS.

ROOF ROOFSKIN SKINCORNER CORNERDETAIL DETAIL SCALE SCALE 1:50 1:50

PROFILE ™ PROFILE CLEAN CLEAN KLIP-LOK KLIP-LOK 700 ™700 PROFILE CLEAN KLIP-LOK 700™ COLORBOND COLORBOND ™ FIXED ™ FIXED TO STEEL STEEL TO STEEL COLORBOND ™ FIXED TO COLD-ROLLED COLD-ROLLED C-SECTIONS C-SECTIONS WITHWITH KL700 KL700 COLD-ROLLED C-SECTIONS WITH KL700 CLIPS CLIPS IN ACCORDANCE ACCORDANCE IN ACCORDANCE WITHWITH CLIPS IN WITH MANUFACTURER'S MANUFACTURER'S SPECIFICATIONS. SPECIFICATIONS. COLDCOLD MANUFACTURER'S SPECIFICATIONS. COLD ROLLED ROLLED C-SECTIONS C-SECTIONS TO BE BE TOFIXED FIXED BE FIXED TO TO ROLLED C-SECTIONS TO TO STEEL STEEL I-SECTIONS I-SECTIONS BY STAINLESS STAINLESS BY STAINLESS STEEL STEEL STEEL I-SECTIONS BY STEEL BOLTS. BOLTS. BOLTS. ISOBOARD ISOBOARD ® ® HIGH DENSITY DENSITY RIGID ISOBOARD ® HIGH HIGH DENSITY RIGIDRIGID EXTRUDED EXTRUDED POLYSTYRENE POLYSTYRENE 100% CLOSED CLOSED EXTRUDED POLYSTYRENE 100%100% CLOSED CELL INSULATION INSULATION BOARDS BOARDS 25MM THICK THICK CELLCELL INSULATION BOARDS 25MM25MM THICK AND 600mm 600mm WIDE SHEETS SHEETS TO TOFIXED BE FIXED AND AND 600mm WIDEWIDE SHEETS TO BE BE FIXED CONCURRENT CONCURRENT OVER OVER STEEL STEEL PURLINS. PURLINS. CONCURRENT OVER STEEL PURLINS. STEEL STEEL COLD ROLLED ROLLED C-SECTIONS C-SECTIONS STEEL COLDCOLD ROLLED C-SECTIONS WELDED WELDED TO TO 1200mmx600mm STAINLESS STAINLESS WELDED TO 1200mmx600mm 1200mmx600mm STAINLESS STEEL STEEL I-SECTION I-SECTION STEEL I-SECTION STEEL STEEL FRAME FRAME FIXED FIXED TO TO I-SECTION BY STEEL FRAME FIXED TO I-SECTION I-SECTION BY BY STAINLESS STAINLESS STEEL STEEL BOLTS BOLTS AND STAINLESS STEEL BOLTS AND AND AND AND ANGLES ANGLES AND FIXED FIXED TO TO H-COLUMN BY ANGLES AND AND FIXED TO H-COLUMN H-COLUMN BY BY STAINLESS STAINLESS STEEL STEEL BOLTS BOLTS AND AND ANGLES ANGLES STAINLESS STEEL BOLTS AND ANGLES ACCORDING ACCORDING TO ENGINEER'S ENGINEER'S TO ENGINEER'S ACCORDING TO SPECIFICATIONS. SPECIFICATIONS. SPECIFICATIONS.

KLIP-LOK KLIP-LOK CLEAN CLEAN COLORBOND COLORBOND KLIP-LOK CLEAN COLORBOND

Page 25

WITH ALL JOINTS TO BE TAPED AND PREPARDED FOR PAINT IN ACCORDACNE WITH MANUFACTURER'S SPECIFICATIONS. ARCHITECT'S SIGNATURE: DATE: CLIENT'S SIGNATURE: DATE:

DETAIL C

SOUTH END BOWLING ALLEY

SCALE 1:20

NOTES CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO MANUFACTURE OR CONSTRUCTION FIGURED DIMENSIONS TO BE IN PREFERENCE OFF SCALING OFF DRAWING

PRECAST CAPPING TO BE FIXED INTO PLACE WITH MORTAR OF SUFFICIENT STRENGTH.

ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS ANY ERRORS OR DISCREPANCIES TO BE REPORTED IMMEDIATELY FOR CLARIFICATION PRIOR TO ANY WORK BEING UNDERTAKEN

KLIP-LOK CLEAN COLORBOND™ FLASHING TO BE FIXED ONTO KLIP-LOK700 ROOF SHEETING AND FIXED INTO SAW CUT OPENING IN WALL

ONE LAYER DERBIGUM CG4 ON ONE LAYER DERBIGUM CG3 WATERPROOFING MEMBRANE WITH 75MM SIDE LAPS AND 100MM END LAPS, SEALED TO PRIMED SURFACES BY “TORCH-FUSION”, FOLLOWED BY A LAYER OF 250 MICRON PLASTIC SHEETING WITH 50MM LAPS LOOSE LAID ON WATERPROOFING AS ISOLATION LAYER FOLLOWED BY A 40 MM THICK PROTECTIVE SCREED TO RECEIVE CAST-IN-PLACE CONCRETE. WATERPROOFING TO BE INSTALLED BY AN APPROVED DERBIGUM CONTRACTOR.

LEVELS INDICATED ARE PROVISIONAL AND MUST BE CHECKED ON SITE REFERRING TO TOP OF FOUNDATION. THE STRENGTH OF THE CONCRETE MIX TO BE MINIMUM OF 15mpa

LAFARGE GYPSUM MASTER GRID ACOUSTIC CEILING SYSTEM WITH 12mm THICK TAPERED EDGE PERGYBEL® PLASTERBOARD FIXED AT RIGHT ANGLES TO STEEL BRANDERING SUSPENSION BRACKETS FIXED TO TIE BEAMS AT 600mm CENTRES. CEILING PERIMETER TO BE FINISHED USING STANDARD WALL ANGLE WITH ALL JOINTS TO BE TAPED AND PREPARDED FOR PAINT IN ACCORDACNE WITH MANUFACTURER'S SPECIFICATIONS.

ONE LAYER DERBIGUM CG3 AND ONE LAYER DERBIGUM CG4H WATERPROOFING MEMBRANE, WITH 100mm SIDE LAPS AND 150mm END LAPS, SEALED BY "TORCHFUSION" FOLLOWED BY 150 MICRON POLYTHENE SHEETING LOOSE LAID WITH 50mm LAPS TO RECEIVE DRAINAGE LAYER OF DELTA MS8 TO VERTICAL AND DELTA MS20 TO HORIZONTAL SURFACES. WATERPROOFING TO BE INSTALLED BY APPROVED DERBIGUM CONTRACTOR.

ALL CAVITY WALLS BELOW FOUNDATION TO BE FILLED WITH CEMENT IF REQUIRED

GENERAL NOTES 1.

ALL PLUMBING TO BE BUILT INTO WALLS WHERE EXPOSED. ALL DRAINAGE LINES INDICATED ARE DIAGRAMMATIC POSITION AND DETAIL OF BRICK MOVEMENT JOINT IS TO BE CONFIRMED WITH THE ARCHITECT BEFORE COMMENCING CONSTRUCTION ALLOW 40mm IN TOTAL FOR FLOOR FINISH AND SCREED. 5. SCREED THICKNESS TO BE ADJUSTED TO ALLOW FOR EVEN TRANSITION BETWEEN FLOORS OF DIFFERING FINISHES. 6. WALL TIES TO BE GALVANIZED MILD STEEL. 7. REFER TO FINISHES SCHEDULE AND DETAIL DRAWINGS FOR DETAILS OF FLOOR FINISHES AND WATERPROOFING DETAILS TO ALL PLANTER BOXES AND PARAPET WALLS. 8. ALL BUILT IN CUPBOARDS AND FITTINGS AS PER DETAIL DRAWINGS BY EXPERT. 9. ALL GLAZING TO DOORS AND WINDOWS TO COMPLY WITH SANS 0137 CODES OF PRACTICE 10. FINAL EARTHWORKS AND LEVELS TO BE CHECKED AND CONFIRMED ON SITE. 2.

ISOBOARD ® HIGH DENSITY RIGID EXTRUDED POLYSTYRENE 100% CLOSED CELL INSULATION BOARDS 25MM THICK AND 600mm WIDE SHEETS TO BE FIXED CONCURRENT OVER STEEL PURLINS.

REVISION

SCALE 1:20

DRAWING NUMBER

SOUTH END BOWLING ALLEY

CALE 1:20

PRECAST CAPPING TO BE FIXED INTO PLACE WITH MORTAR OF SUFFICIENT STRENGTH.

12500 600

2750

6400

600

6400

14590

7010

7000

THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH

ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS ANY ERRORS OR DISCREPANCIES TO BE REPORTED IMMEDIATELY FOR CLARIFICATION PRIOR TO ANY WORK BEING UNDERTAKEN

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

ALL CAVITY WALLS BELOW FOUNDATION TO BE FILLED WITH CEMENT IF REQUIRED

BOWLING 001 DYLAN BURTON 1007

LEVELS INDICATED ARE PROVISIONAL AND MUST BE CHECKED ON SITE REFERRING TO TOP OF FOUNDATION. THE STRENGTH OF THE CONCRETE MIX TO BE MINIMUM OF 15mpa

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001

GENERAL NOTES 1.

ALL PLUMBING TO BE BUILT INTO WALLS WHERE EXPOSED. ALL DRAINAGE LINES INDICATED ARE DIAGRAMMATIC POSITION AND DETAIL OF BRICK MOVEMENT JOINT IS TO BE CONFIRMED WITH THE ARCHITECT BEFORE COMMENCING CONSTRUCTION 4. ALLOW 40mm IN TOTAL FOR FLOOR FINISH AND SCREED. 5. SCREED THICKNESS TO BE ADJUSTED TO ALLOW FOR EVEN TRANSITION BETWEEN FLOORS OF DIFFERING FINISHES. 6. WALL TIES TO BE GALVANIZED MILD STEEL. 7. REFER TO FINISHES SCHEDULE AND DETAIL DRAWINGS FOR DETAILS OF FLOOR FINISHES AND WATERPROOFING DETAILS TO ALL PLANTER BOXES AND PARAPET WALLS. 8. ALL BUILT IN CUPBOARDS AND FITTINGS AS PER DETAIL DRAWINGS BY EXPERT. 9. ALL GLAZING TO DOORS AND WINDOWS TO COMPLY WITH SANS 0137 CODES OF PRACTICE 10. FINAL EARTHWORKS AND LEVELS TO BE CHECKED AND CONFIRMED ON SITE.

44527 6400

600

6400

600

6400

600

6400

2000

7000

FIGURED DIMENSIONS TO BE IN PREFERENCE OFF SCALING OFF DRAWING

ERF 1206E HUMERAIL PORT ELIZABETH

13300

DRAWN BY: SCALE: REVISION NUMBER:

NOTES CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO MANUFACTURE OR CONSTRUCTION

DETAIL C AND D

12700

7000

6410

DYLAN BURTON VARIOUS N/A

7000

ETAIL D

7000

LAMINATED TIMBER 100 sqm

2000

DRAWING NUMBER

6 575 FFL

7 830 FFL

4112

STEEL SKIN HANDRAIL AND BALUSTRADE, SEE PART WALL SECTION E - E

8 925 FFL

D4 17

3512

BOWLING ALLEY FOYER 14

3512

8 925 FFL

627

REVISION

600

2000

C (70) 02

6002000

600

2000

CALE 1:20

6311

D5 44

12500 500 1000

7000

250

2112

W1 18

800

734

600 800

D5 19

3454

2250

ARCHITECT'S SIGNATURE: DATE:

D5 20

CLIENT'S SIGNATURE: DATE:

CONCRETE TILES 30 sqm

6500

6000

6500

BOWLING ALLY RECEPTION 16

B.I.C.

CONTROL ROOM 15

3711

B.I.C.

BOWLING AREA 18

LAMINATED TIMBER 36 sqm 8 925 FFL

PINSETTER MACHINE ROOM 31

WOOD

2539

8 925 FFL

8 160 FFL

POLISHED CONCRETE 135 sqm

600mm x 450mm STEEL CELLULAR STAINLESS STEEL BEAM TO ENGINEER'S SPECIFICATIONS AND FIXED TO H-SECTION COLUMNS WITH STAINLESS STEEL BOLTS AND ANGLES 02

BOWLING LANES TO BE INSTALLED BY ACCREDITED PROFESSIONAL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND IN TO ENSURE COMPLIANCE WITH INTERNATIONAL RULES AND REGULATIONS.

SEATING TO BE BUILT IN BY SPECIALIST WITH CUSHIONED SEATS ACCORDING TO CATALOGUE DETAILING

7000

BAR AREA 17

LAMINATED TIMBER

8 925 FFL

8462

PROPOSED FIRST FLOOR PLAN

14750

1500

168

BAR COUNTER TO BE BUILT IN BY SPECIALIST

SOUTH END BOWLING ALLEY

34535

40932

27561

40647

7000

250

8 160 FFL

W1 21

THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH

VIP BOWLING AREA 19 WOOD

8 160 FFL

ERF 1206E HUMERAIL PORT ELIZABETH

W2 27

W2 26

D9 37

D5 38

GENERAL STORE 23

STORE ROOM 24

SAFE 25

OFFICE 26

STAFF ROOM 27

CONCRETE TILES 15 sqm

CONCRETE TILES 20 sqm

CONCRETE TILES 16 sqm

CONCRETE TILES 12 sqm

LAMINATED TIMBER 16 sqm

LAMINATED TIMBER 24 sqm

8 160 FFL

D7 34

M - STAFF ABLUTIONS 28 CERAMIC TILES 16 sqm

W2 39

W2 40

B.I.C.

W2 42

W2 41

F - STAFF ABLUTIONS 29 CERAMIC TILES 20 sqm

7 8

POLISHED CONCRETE 35 sqm

16 15 14 13 12

8 160 FFL

11 10

8 160 FFL

DUCT

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

250

MAINTENANCE ROOM 30

BENCH

8 160 FFL

B.I.C.

LOCKERS

D5 43

LOCKERS

1787

D8 35

CONCRETE STAIR CAST IN SITU WITH STAINLESS STEEL BALUSTRADE WITH 75mm DIAMETER HANDRAIL TO COMPLY WITH NBR'S AND SANS 10 400

597

BOWLING 001 DYLAN BURTON 1007

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001

B.I.C.

597

DUCT

DOUBLE SKIN BRICK WALL WITH PLASTER AND MINIMUM TWO COATS OFF PAINT APPLIED TO BOTH FACES.

D5 33

B.I.C.

BAR STORE 22

8 925 FFL

C W2 25

D5 31

5500

CERAMIC TILES 25 sqm

3713

W2 24

8 925 FFL

D5 30

M - ABLUTIONS 21

W2 28

597

W2 23

B.I.C.

150 985 250

D5 29

E 597

D5 22

F - ABLUTIONS 20

W3 36

285

5500

6347

DOUBLE BRICK SKIN WITH 50mm CAVITY SEPERATING TWO FACES. FACES TO BE PLASTERED AND PAINTED WITH AT LEAST TO COATS OF PAINT.

CERAMIC TILES 22 sqm

4365

250

D6 32

13904 250

5125

308 1000 308

1004 5692

258

3200

1000 260

15851 4603

256

4397

19870 256

3000

256

4000

256

6000

258

4000

250 308 1000 308

4000

258

3100

258

5180 4144

597 597

57652 59777

DRAWN BY: REVISION NUMBER:

FIRST FLOOR PLAN SCALE 1:150

Page 26

DYLAN BURTON VARIOUS N/A

C (70) 02

CLIENT'S SIGNATURE: DATE:

ONE LAYER DERBIGUM CG4 ON ONE LAYER DERBIGUM CG3 WATERPROOFING MEMBRANE WITH 75MM SIDE LAPS AND 100MM END LAPS, SEALED TO PRIMED SURFACES BY “TORCH-FUSION”, FOLLOWED BY A LAYER OF 250 MICRON PLASTIC SHEETING WITH 50MM LAPS LOOSE LAID ON WATERPROOFING AS ISOLATION LAYER FOLLOWED BY A 40 MM THICK PROTECTIVE SCREED TO RECEIVE 60062 CAST-IN-PLACE CONCRETE. WATERPROOFING TO BE INSTALLED BY AN APPROVED 600 6400 600 6400 600 DERBIGUM CONTRACTOR.

BOWLING 001 DYLAN BURTON 1007

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001

ARCHITECT'S SIGNATURE: DATE:

ETAIL C

1950

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

DRAWN BY: SCALE: REVISION NUMBER:

DETAIL D

DETAIL C AND D THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH ERF 1206E HUMERAIL PORT ELIZABETH

DYLAN BURTON 150 N/A

L (20) 04

L (20) 16

DYLAN BURTON 1:20 N/A DRAWN BY: SCALE: REVISION NUMBER:

BOWLING

001 DYLAN BURTON 1007

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001

ERF 1206E HUMERAIL PORT ELIZABETH

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

PROPOSED PART WALL SECTION D - D

THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH

SOUTH END BOWLING ALLEY

CLIENT'S SIGNATURE: DATE:

REVISION

ARCHITECT'S SIGNATURE: DATE:

DRAWING NUMBER

ALL PLUMBING TO BE BUILT INTO WALLS WHERE EXPOSED. ALL DRAINAGE LINES INDICATED ARE DIAGRAMMATIC POSITION AND DETAIL OF BRICK MOVEMENT JOINT IS TO BE CONFIRMED WITH THE ARCHITECT BEFORE COMMENCING CONSTRUCTION ALLOW 40mm IN TOTAL FOR FLOOR FINISH AND SCREED. SCREED THICKNESS TO BE ADJUSTED TO ALLOW FOR EVEN TRANSITION BETWEEN FLOORS OF DIFFERING FINISHES. 6. WALL TIES TO BE GALVANIZED MILD STEEL. 7. REFER TO FINISHES SCHEDULE AND DETAIL DRAWINGS FOR DETAILS OF FLOOR FINISHES AND WATERPROOFING DETAILS TO ALL PLANTER BOXES AND PARAPET WALLS. 8. ALL BUILT IN CUPBOARDS AND FITTINGS AS PER DETAIL DRAWINGS BY EXPERT. 9. ALL GLAZING TO DOORS AND WINDOWS TO COMPLY WITH SANS 0137 CODES OF PRACTICE 10. FINAL EARTHWORKS AND LEVELS TO BE CHECKED AND CONFIRMED ON SITE.

GENERAL NOTES

ALL CAVITY WALLS BELOW FOUNDATION TO BE FILLED WITH CEMENT IF REQUIRED

LEVELS INDICATED ARE PROVISIONAL AND MUST BE CHECKED ON SITE REFERRING TO TOP OF FOUNDATION. THE STRENGTH OF THE CONCRETE MIX TO BE MINIMUM OF 15mpa

NOTES

CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO MANUFACTURE OR CONSTRUCTION

FIGURED DIMENSIONS TO BE IN PREFERENCE OFF SCALING OFF DRAWING

ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS

ANY ERRORS OR DISCREPANCIES TO BE REPORTED IMMEDIATELY FOR CLARIFICATION PRIOR TO ANY WORK BEING UNDERTAKEN

NOTES CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO MANUFACTURE OR CONSTRUCTION

ALL ELECTRICAL CABLE AND PIPING RACKS AS WELL AS AIR-CONDITIONING UNITS AND AIR-CONDITIOING DUCTS TO BE FITTED BETWEEN FLOOR SLAB AND CEILING BOARDS

GMS CAVITY WALL TIES TO BE BUILT INTO WALL EVERY THREE COURSES SPACED AT APPROXIMATELY 450 mm.

FIGURED DIMENSIONS TO BE IN PREFERENCE OFF SCALING OFF DRAWING ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS ANY ERRORS OR DISCREPANCIES TO BE REPORTED IMMEDIATELY FOR CLARIFICATION PRIOR TO ANY WORK BEING UNDERTAKEN

22 200mm ROOF PARAPET LEVEL PRECAST CONCRETE LINTEL TO ENGINEER'S SPECIFICATIONS.

ALL CAVITY WALLS BELOW FOUNDATION TO BE FILLED WITH CEMENT IF REQUIRED

180

LEVELS INDICATED ARE PROVISIONAL AND MUST BE CHECKED ON SITE REFERRING TO TOP OF FOUNDATION. THE STRENGTH OF THE CONCRETE MIX TO BE MINIMUM OF 15mpa

175 170 20 715mm SECOND FLOOR CEILING LEVEL

GENERAL NOTES

12500 1950

160

600

250

2833

6400

4896

600

250

3206

140

6400 2000

140

150

600

6400

5100

16475

600

6400

600

6400

600

6400

ALL PLUMBING TO BE BUILT INTO WALLS WHERE EXPOSED. ALL DRAINAGE LINES INDICATED ARE DIAGRAMMATIC POSITION AND DETAIL OF BRICK MOVEMENT JOINT IS TO BE CONFIRMED WITH THE ARCHITECT BEFORE COMMENCING CONSTRUCTION ALLOW 40mm IN TOTAL FOR FLOOR FINISH AND SCREED. SCREED THICKNESS TO BE ADJUSTED TO ALLOW FOR EVEN TRANSITION BETWEEN FLOORS OF DIFFERING FINISHES. 6. WALL TIES TO BE GALVANIZED MILD STEEL. 7. REFER TO FINISHES SCHEDULE AND DETAIL DRAWINGS FOR DETAILS OF FLOOR FINISHES AND WATERPROOFING DETAILS TO ALL PLANTER BOXES AND PARAPET WALLS. 8. ALL BUILT IN CUPBOARDS AND FITTINGS AS PER DETAIL DRAWINGS BY EXPERT. 9. ALL GLAZING TO DOORS AND WINDOWS TO COMPLY WITH SANS 0137 CODES OF PRACTICE 10. FINAL EARTHWORKS AND LEVELS TO BE CHECKED AND CONFIRMED ON SITE. 3.

600

7000

600

12700

7000

2000

7000

13300

7000

6410

7000

2000

REVISION

DRAWING NUMBER

600 13 100 FFL

13 100 FFL

D4 45

LAMINATED TIMBER

3595

FOYER 32

600

STEEL SKIN AND STAINLESS STEEL HANDRAIL, COMPONENT AND ASSEMBLY C

125

11 505 FFL UP

460

120

460

7000

13 100 FFL

3595

130

600

2000

135

2000

140

6400

7260

7075

145

W2 63

600

250

44117

6400

6854

155

W2 62

60062

165

11050

12540

115

540 1000

1784

1033

1000

CORPORATE ARE 36

1237

DOUBLE VOLUME SPACE 600mm x 450mm STEEL CELLULAR STAINLESS STEEL BEAM TO ENGINEER'S SPECIFICATIONS AND FIXED TO H-SECTION COLUMNS WITH STAINLESS STEEL BOLTS AND ANGLES

8088

9220

7000

140 35775

8170

W2 58

CERAMIC TILES 10 sqm D11 57

13 100 FFL

W2 62

FRIDGE 42

W2 61

DUCT W2 63

D5 66

PLANTER BOX

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

CERAMIC TILES 55 sqm

BOWLING 001 DYLAN BURTON 1007

13 100 FFL

KITCHEN ISLAND BUILT IN

REFUSE STORE 43

D5 65

CERAMIC TILES 8 sqm 13 100 FFL

PLANTER BOX

RESTAURANT KITCHEN 41

CERAMIC TILES 8 sqm 13 100 FFL

W2 59

B.I.C.

CAST-IN PLACE CONCRETE

D3 69

12 950 FFL

W4 68

DUCT

ROOFTOP PARKING AREA

D12 64

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001

4921

13 100 FFL

M - ABLUTIONS 40

300 1324

5520

6347

CERAMIC TILES 10 sqm

W2 60 D5 56

875 250

250

HOT PLATE BUILT IN

D5 55

250

ERF 1206E HUMERAIL PORT ELIZABETH

1600

D5 67

250 1000 148

3977

308 1000 308

3769

260

9980

250

6750

250

21250

6750

250

6750

250

1423

22423

296 1036 296 1628

3699

250 1101 5050

6704

270

6974

57325 59777

DRAWN BY:

DYLAN BURTON 150 N/A

REVISION NUMBER:

SCALE 1:50

4 225mm Ground Floor FFL 4 000mm NATURAL GROUND LEVEL

PROPOSED SECOND FLOOR PLAN THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH

D10 54

9770

SECTION C - C PART 2

101

100

ALL GLAZING TO COMPLY WITH SANS 10 400 FENESTRATION CALCULATIONS.

19285

10820

102

RESTAURANT SEATING AREA 38

LAMINATED TIMBER 13 100 FFL

BOWLING LANES BELOW

900mm TALL STAINLESS STEEL BALUSTRADE WITH 75mm DIAMETER HANDRAIL TO COMPLY WITH SANS 10 400 AND NBR'S

GLAZED CURTAIN WALL TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFACTIONS.

F - ABLUTIONS 39

103 41970

1600

7000

250 40647

40647

CAST-IN PLACE CONCRETE

12 950 FFL D10 53

800

GAMING AREA 37

D2 07

2940

ROOFTOP PARKING AREA

D5 51

2112

LAMINATED TIMBER

800

104 B.I.C.

W1 50

CONCRETE TILE

740 600

8220

13 100 FFL

CONCRETE TILES 8 sqm

40932

2927 144

6500

2927

STORE ROOM 34

13 100 FFL

8 160mm BOWLING LANES FLOOR FFL

REFUSE STORE 05

SOUTH END BOWLING ALLEY

A (00) 00

CONCRETE TILES 30 sqm

7 605mm GROUND FLOOR CEILING LEVEL

CLIENT'S SIGNATURE: DATE:

105

SEE CONSTRUCTION DETAILS ON SECTION B - B

13 100 FFL

3930

ARCHITECT'S SIGNATURE: DATE:

106

PLANTER BOX

2500

60 8 925mm FIRST FLOOR FFL

LAMINATED TIMBER

13 100 FFL

RECEPTION 35

D5 49

B.I.C.

BAR AREA 36

800

7000

250

CONCRETE TILES 8 sqm

10680

W2 26

D5 48

WINNINGS STORE 33

500 1000

14750

W1 47

13 100 FFL

140

90 85

107

LAMINATED TIMBER 13 100 FFL

B.I.C.

VITEX 20-3HF S6, GRADE 316 STAINLESS STEEL FLATEX GENERAL MESH IN PANELS 2400 mm x 1200 mm, CUT TO REQUIRED SIZE, WITH 25 mm x 50mm MESH SPOT WELDED TO ANGLE PROFILES.

1000

B.I.C.

BRICK SCALE 85mm (75mm BRICK + 10mm MORTAR) 1 : 100

11 425mm FIRST FLOOR CEILING LEVEL

1033

D5 52

100

D2 06

G2 70

D10 46

1000

110 5

W2 25

800

2112

6395

13 100mm SECOND FLOOR FFL

SECOND FLOOR PLAN SCALE 1:150

L (20) 05

NOTES

CONTRACTORS TO CHECK ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO MANUFACTURE OR CONSTRUCTION FIGURED DIMENSIONS TO BE IN PREFERENCE OFF SCALING OFF DRAWING ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH LOCAL AUTHORITY REGULATIONS ANY ERRORS OR DISCREPANCIES TO BE REPORTED IMMEDIATELY FOR CLARIFICATION PRIOR TO ANY WORK BEING UNDERTAKEN ALL CAVITY WALLS BELOW FOUNDATION TO BE FILLED WITH CEMENT IF REQUIRED LEVELS INDICATED ARE PROVISIONAL AND MUST BE CHECKED ON SITE REFERRING TO TOP OF FOUNDATION. THE STRENGTH OF THE CONCRETE MIX TO BE MINIMUM OF 15mpa

GENERAL NOTES

ALL PLUMBING TO BE BUILT INTO WALLS WHERE EXPOSED. ALL DRAINAGE LINES INDICATED ARE DIAGRAMMATIC POSITION AND DETAIL OF BRICK MOVEMENT JOINT IS TO BE CONFIRMED WITH THE ARCHITECT BEFORE COMMENCING CONSTRUCTION ALLOW 40mm IN TOTAL FOR FLOOR FINISH AND SCREED. SCREED THICKNESS TO BE ADJUSTED TO ALLOW FOR EVEN TRANSITION BETWEEN FLOORS OF DIFFERING FINISHES. 6. WALL TIES TO BE GALVANIZED MILD STEEL. 7. REFER TO FINISHES SCHEDULE AND DETAIL DRAWINGS FOR DETAILS OF FLOOR FINISHES AND WATERPROOFING DETAILS TO ALL PLANTER BOXES AND PARAPET WALLS. 8. ALL BUILT IN CUPBOARDS AND FITTINGS AS PER DETAIL DRAWINGS BY EXPERT. 9. ALL GLAZING TO DOORS AND WINDOWS TO COMPLY WITH SANS 0137 CODES OF PRACTICE 10. FINAL EARTHWORKS AND LEVELS TO BE CHECKED AND CONFIRMED ON SITE. 2.

COMPONENT AND ASSEMBLY DRAWING C (70) 02

22 200mm ROOF PARAPET LEVEL ISOBOARD ® HIGH DENSITY RIGID EXTRUDED POLYSTYRENE 100% CLOSED CELL INSULATION BOARDS 25MM THICK AND 600mm WIDE SHEETS TO BE FIXED CONCURRENT OVER STEEL PURLINS.

180 175 170 20 715mm SECOND FLOOR CEILING LEVEL PLANTER BOX TO HAVE ONE LAYER DERBIGUM CG3 AND ONE LAYER DERBIGUM CG4H WATERPROOFING MEMBRANE, WITH 100mm SIDE LAPS AND 150mm END LAPS, SEALED BY "TORCHFUSION" FOLLOWED BY 150 MICRON POLYTHENE SHEETING LOOSE LAID WITH 50mm LAPS SEALED WITH PRESSURE SENSITIVE TAPE, TO RECEIVE DRAINAGE LAYER OF DELTA MS8 TO VERTICAL AND DELTA MS20 TO HORIZONTAL SURFACES. WATERPROOFING TO BE INSTALLED BY APPROVED DERBIGUM CONTRACTOR.

STORAGE W1 47

CONCRETE TILE

ARCADE GAMING AREA

GAMING RECEPTION D5 48

160 155 150

CAST-IN PLACE CONCRETE

LAMINATE FLOORING IN PLANK SIZE 1286 x 194 x 7mm WITH ISOWAXX FINISH, FIXED FLOATING WITH MEGALOC CLICK SYSTEM LAID ON 3MM UNDERLAY WITH 200mm OVERLAPS INCLUDING 40mm TURN-UP AT WALLS INCLUDING EXPANSION JOINTS. EXPANSION GAPS OF 10MM FROM WALLS AND ANY VERTICAL STRUCTURES TO BE MAINTAINED DURING INSTALLATION. ALL EXPANSION GAPS TO BE CONCEALED USING MTRIM FLOORING PROFILES.

COMPONENT AND ASSEMBLY DRAWING D (70) 02

REVISION

135 130

125 120 115 13 100mm SECOND FLOOR FFL

ARCHITECT'S SIGNATURE: DATE:

110 5

CLIENT'S SIGNATURE: DATE:

100

LAMINATED TIMBER

D5 19

W1 18

BOWLING RECEPTION

CONCRETE TILE

D5 20

PINSETTER MACHINE ROOM

BOWLING FOYER AREA

POLISHED CONCRETE

LAMINATED TIMBER

STAINLESS STEEL HANDRAIL TO COMPLY WITH NBR AND SANS 10 400. SEE COMPONENT SHEET C (01) 02 FOR CONSTRUCTION DETAIL OF ENCASEMENT OF STEEL COLUMN.

70 BOWLING BALL RETURN MECHANISM TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

BOWLING LANES

BOWLING LANES TO BE INSTALLED BY ACCREDITED PROFESSIONAL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND IN TO ENSURE COMPLIANCE WITH INTERNATIONAL RULES AND REGULATIONS.

WOOD

60 8 925mm FIRST FLOOR FFL

55 50

8 160mm BOWLING LANES FLOOR FFL 45 7 605mm GROUND FLOOR CEILING LEVEL

40 35

W1 03

CARETAKER'S OFFICE CONCRETE TILE

D2 04

POLISHED CONCRETE

SECTION A - A SCALE 1:50

20 15

CAST-IN PLACE CONCRETE

10 5 4 225mm Ground Floor FFL 4 000mm NATURAL GROUND LEVEL

BASEMENT STAIR LOBBY

WATERPROOFING TO CONCRETE RETAINING WALL TO BE ONE LAYER OF DERBIGUM CG4 WATERPROOFING MEMBRANE, WITH 100mm END LAPS AND 150mm END LAPS, SEALED TO PRIMED SURFACES BY MEANS OF "TORCH-FUSION" TO DELTA MS8 DIMPLE DRAINAGE SYSTEM WITH GEO-DRAINAGE PIPE SYSTEM. DERBIGUM TO BE INSTALLED BY AN APPROVED DERBIGUM CONTRACTOR.

GROUND FLOOR PARKING AREA

CONCRETE STAIRCASE CAST IN SITU TO HAVE 190mm RISER AND 3mm TREAD. STAINLESS STEEL BALUSTRADE WITH 75mm DIAMETER STAINLESS STEEL HANDRIAL TO COMPLY WITH NBR'S AND SANS 10 400.

09 07

SOUTH END BOWLING ALLEY PROPOSED SECTION A - A THE DESIGN OF A BOWLING ALLEY, ARCADE GAMING ROOM AND A RESTAURANT ON ERF1206E IN HUMERAIL, PORT ELIZABETH ERF 1206E HUMERAIL PORT ELIZABETH

7000mm x 1600mm x 250mm SHUKUMA PRECAST, PRE-STRESSED CONCRETE FLOOR SLAB TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

GROUND FLOOR STAIR LOBBY

BRICK SCALE 85mm (75mm BRICK + 10mm MORTAR) 1 : 100

11 425mm FIRST FLOOR CEILING LEVEL

CONTROL ROOM

DRAWING NUMBER

140

ROOFTOP PARKING AREA

LAMINATED TIMBER

165

145

PROJECT NAME: ALLEY PROJECT NUMBER: ARCHITECT: SACAP NUMBER:

BOWLING 001 DYLAN BURTON 1007

NELSON MANDELA UNIVERSITY PORT ELIZABETH SOUTH AFRICA 6001

08 - LANDING

BASEMENT PARKING AREA CAST-IN PLACE CONCRETE

BASEMENT AND GROUND FLOOR CONCRETE COLUMNS ACCORDING TO ENGINEER'S SPECIFICATION AND DETAIL.

1 215mm BASEMENT FFL

DRAWN BY: SCALE: REVISION NUMBER:

DYLAN BURTON 1:50 N/A

L (20) 17

Page 27

PART TWO

EXHIBITIONS AND INSTALLATIONS EXHIBITIONS Studio Make Exhibition 2016 Palladio and the Modern INSTALLATIONS Afrikaburn - X - 2016

STUDIO MAKE EXHIBITION 2016 TSITSIKAMMA BOUTIQUE HOTEL AND SPA DESIGN EXHIBITION The second year design studio was given a brief to design a 5-star boutique hotel and spa in the Tsitsikamma nature reserve in the Eastern Cape of South Africa. Four of the student designs were then selected and developed further to present at an exhibition in Port Elizabeth at the end of 2016. The exhibition presented a set of presentation drawings, concept models and final design models. My design was selected as one of the four student works that would be developed and as such I was selected as a team leader in this exhibition project. The project titled “The Sheathing of an [Un]tamed Nature” aimed to wrap around and over a linear rock outcrop that protruded into the Indian ocean that was conceptually a single sheet of paper that was folded in numerous ways to create varieties in space that ranged from very inside to extremely outside.

Page 30

The project attempted to “touched the earth lightly” as well as appear in harmony with nature through a selection of natural materials while contrasting the natural landscape through a rigid and highly geometric form. The wrapping of space allowed an intimate connection with the rock to occur where the visitor to the building would find themselves living on top of the rock, next to the rock and floating above the rock . The natural materials further aimed to contrast the hard nature of the rock formation.

Page 31

PALLADIO AND THE MODERN 2017 TRAVELING EXHIBITION

The first year design studio under Ernst Struwig undertook a research program in architectural composition from 2013 to 2015. The research program presented 36 villas of the renaissance architect Adrea Palladio (1508 - 1580) and the 36 houses from international and national architects from the 20th and 21st centuries which reflect on the similarities and differences of work from different centuries placed in direct conversation through 432 exhibition pieces which are all realised by hand. (Adapted from Nelson Mandela University Department of Architecture)

Page 32

The Palladian Villa presented is a type of ideal Villa design that Villa Barbaro (1560 - 1570) was based on. The work included a plan and elevation drawing in pencil, a volumetric axonometric drawing in pencil, a compositional investigation in pen and a plan and elevation model constructed in grey cardboard. The modernist work is an investigation of Frank Lloyd Wrightâ&#x20AC;&#x2122;s Jacobs House (1937). The work exhibited included a plan and elevation drawing in pen, an axonometric drawing in pen, a compositional study in pen and a plan and elevation model constructed in grey cardboard that was painted.

Page 33

AFRIKABURN - X : 2 0 1 6 MEETING @ “X” X = PLACE The 2nd year design class at the Nelson Mandela University Department of Architecture had put together an installation for the Afrikaburn Arts Festival. The architectural content explored the issue of separation and place in architecture. The installation consisted of a dividing wall (made from hessian fabric and manila rope), which separated a forest of paper tubes. When the artifact was burnt the wall fell, selected paper tubes burnt and finally the remainder of the forest was illuminated, and revealed a circular space concerned with gathering and unity. What was once a condition of separation becomes a condition of place through the process of burning.........X marks the spot. A tensile approach was selected because of its portability and structural efficiency. The materials were then further informed by cost, environmental impact, expression and “burnability”. In the detailing process of the project it was decided to produce a steel-less construction (no bolts, no nuts, no washers, no screws) which creates a structure that is entirely burnable, with the intention of leaving no trace. (Adapted from nelson Mandela university department of architecture)

Page 34

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PART THREE

PHOTOGRAPHY

Page 38

Page 39

Page 40

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DYLAN CHARLES BURTON

Architectural Portfolio www.issuu.com/dylburton15 www.linkedin.com/in/dylanburton15 @dylburton15