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Simon Henstra curriculum vitae + portfolio

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  • Simon Henstra

    curr iculum v itae + por t folio

  • Simon Henstra

    Date of birth 29.12.1990 | Nationality South African (UK Ancestral Visa Holder)Address 22 Lothian Rd Rondebosch, Cape Town, RSA

    [email protected] | +27 (83) 563 8659

    Education

    Acheivements

    Skills

    Experience

    Interests

    2014 Corobrik Architectural Student of the Year (University of Cape Town)2014 M.Arch (Prof.) class medal

    2013 University of Cape Town tuition scholarship on academic merit2013 Member of the Golden Key Soceity

    2011 EBE faculty scholarship2010 Deans merit list for academic merit

    Autodesk Revit, AutoCAD, Sketchup, VRay.Adobe Illustrator, Adobe InDesign, Adobe Photoshop, Adobe Lightroom.Microsoft Office, Physical model building and laser cutting experience.

    dhk Architects, Cape Town | Architectural InternGained experience working on over 20 different projects in varying phases. Small scale residential to large scale masterplanning.

    06 - 07.2010 | 12.2010 - 01.2011 | 01 - 10.2012 | 12.2013 - 01.2014

    Travel - Europe, Southern Africa, Morocco, China, Japan, USAPhotography - simonhenstra.tumblr.comYachting - Gold medal at university national championshipsCurrent Affairs

    University of Cape TownM.Arch (Prof.) | 2014

    University of Cape TownBachelor of Architectural Studies (Honours) | 2013

    University of Cape TownBachelor of Architectural Studies | 2009 - 2011

    Diocesan College (Bishops)/Preparatory/Pre-Preparatory1996 - 2008

  • References Peter FehrsenDirector, founding partner, dhk [email protected]+27 83 286 7336

    Guy BriggsAssociate director, head of urban design, dhk [email protected]+27 72 062 1837

    Nic CoetzerAssociate professor, thesis supervisor, University of Cape [email protected]+27 21 650 4154

    Kevin FellinghamSenior lecturer, University of Cape [email protected]+27 21 650 2384

  • 6

  • Contents Inner-city palimpsest: building the city above the cityM.Arch (Prof.) Major Dissertation2014

    Edendale Primary SchoolBAS (Hons.) Term 32013

    Simulated Office TermBAS (Hons.) Term 42013

    Founders Garden PrecinctBAS (Hons.) Term 12013

    Foreshore Information ExchangeBAS (Hons.) Term 22013

    Professional Practice Work Examplesdhk Architects

    5

    33

    41

    57

    67

    79

  • 4

  • 5Inner-city PalimpsestBuilding the City Above the City

    My dissertation emerged from a fascination with the rich urban and architectural fabric of dense inner-cities, and the layered palimpsest, and strong sense of character as a result of the piecemeal evolution of the city over time.

    There is a vast amount of airspace above the existing city of Cape Town which is being underutilised and underdeveloped. The dissertation explores a method of placemaking less dependent on the ground plane, and able to occupy the underutilised airspace above existing blocks and erven; densifying the city, and expanding its capacity, while maintaining the unique sense of character and rich urban fabric which is a product of generations of small steps in development.

    The project is an attempt at simultaneously engaging in, and negotiating between the pragmatic ideals of city-making, and the poetic nature of a timeous and precious patchwork of urban fabric. By utilising the underutilised existing airspace in the city, the project adds residential density to the city and contributes a new public realm and public facilities which is an asset to its surroundings and neighbours.

    It unlocks a new realm above the ground plane and explores the relationship between verticality and cross-programming. Lastly, its physical resolution represents and contributes to the timeous evolutionary palimpsest that is the citys urban fabric.

    M.Arch (Prof.) Major DissertationSupervisor: Assoc. Prof. Nic Coetzer

    02.2014 - 10.2014http://issuu.com/simonhenstra/docs/henstra_dissertation_marchprof

  • 6Patrick Lindell Photography

    The art of fabricating a city is an art of imbrication.

  • 7Contrasting Urban Fabrics

    (top) Wale Street. Pedestrian oriented urban fabric.(bottom) Foreshore. Vehicular oriented urban fabric.

  • 8long s

    treet

    st ge

    orge

    s mall

    adde

    rley s

    treet

    parli

    amen

    t stre

    et

    burg

    stree

    t

    green

    mar

    ket

    squa

    re

    chur

    chsq

    uare

    com

    pany

    gard

    ens

    loop

    stree

    t

    bree

    stre

    et

    buite

    ngra

    cht s

    treet

    strand street

    waterkant street

    riebeek street

    myciti

    route

    101

    inne

    r-city

    bou

    ndar

    y

    precinct boundary

    myciti route 101

    castle street

    hout street

    shortmarket street

    longmarket street

    church street

    wale street

    merchant_context plan 1:1500

    Historic Core Precinct

    Ten city blocks, five on either side of Long, between Wale and Strand.

  • 9Urban Precinct Analysis

    (top) Private and public transport infrastructure.(bottom) Precinct zoning and setbacks.

  • 10

  • 11

    Bulk/FAR Calculations

    (opposite) Precinct analysis calculating the existing built fabric and the leftover airspace within each city block.

    Merchant Building

    (below) Chosen site for the intervention is the existing Merchant building on Long Street.

  • 12

    Site Parameters

    (above) Horizontal datum drawn from the neighbouring buildings and zoning setbacks.(below) Vertical planes drawn from the existing erf boundaries of the site below.

  • 13

    Physical Constraints

    (above) Supplied parking is offloaded to the neighbouring parkade which is extended.(below) Vertical orientation of the building results in a stacking of public and private zones.

  • 14

  • 15

  • merchant_long section 1:100

    Longitudinal Section

    Section illustrates the stacking of public and private realms and the interplay between access and privacy.

  • merchant_long section 1:100

  • 18

  • 19

    Public Realms

    Establishing new and varied public realms above the existing ground plane.(left above) Rooftop city farm.(left below) Parkade roof sports venue and pavilion.(above) South garden and cafe extending from sixth floor lobby.

  • 20

    merchant_sixth floor 1:200

    Public Realms

    (above) Sixth floor public level.(opposite) Public realm axonometric.

  • 21

    long s

    treet

    loop s

    treet

    city far

    m

    north

    garden

    sports

    park

    south

    deck

    castle street

    street entry

    strand street

  • 22

    merchant_seventh floor 1:200

    Circulation

    (above) Seventh floor residential level.(opposite) New and extended circulation axonometric.

  • 23

    parkad

    e exist

    ing sta

    ir

    36_Lon

    g existin

    g stair

    monex

    house

    existin

    g stair

    lobby

    jockey

    core

    reside

    ntial co

    re

    new sta

    ir

    new stair

    merchant building entrance

    monex house existing stair

    long s

    treet

    loop s

    treet

    castle street

    strand street

  • 24

    merchant_twelth floor 1:200

    Twelfth floor kindegarten and rooftop farm.

  • 25

    merchant_thirteenth floor 1:200

    Thirteenth floor residential.

  • 26merchant_short section 1:100

  • 27merchant_short section 1:100

    Transverse Section

    Section through new circulation core.

  • 28

    merchant_castle street elevation 1:200

    merchant_long street elevation 1:200

    Elevations

    (above) Castle Street elevation.(below) Long Street elevation.

  • 29

    merchant_section 1:20

    Facade Variation

    Strip section through mid portion of tower illustrating varying facade treatments.

  • 30

  • 31

  • 32

    Edendale Primary School. Manenberg.Exterior Perspective

    NTS

    Edendale Primary School. Manenberg.Interior Courtyard Perspective

    NTS

  • 33

    Edendale Primary SchoolManenberg, Cape Town

    Edendale Primary School, an existing school situated in the Manenberg township of Cape Town, is one of seven small scale primary schools within the area. These schools are referred to as plaaintjie schools, and were constructed out of prefabricated units as a short term solution to the education crisis in many Western Cape townships. However, the schools have been left as is, with minimal maintenance, are being treated as a long term solution, and serve as a sad reminder of our countrys history.

    In response to the problem of an increasing number of school-going children and dilapidating school buildings, the Western Cape government has begun to construct large scale primary schools in many areas in need. These schools can accommodate up to 1500 children.

    Manenberg is currently one of the most notorious gang areas in the Western Cape. Gang violence, drugs and domestic abuse is sadly a part of everyday life. The headmaster of Edendale Primary School disclosed that pupils as young as 11 are becoming members of gangs and that almost all the pupils are affected by gangs in some way.

    The brief of the project was to design a new primary school which could accommodate 1500 primary school pupils according to the WCED guidelines.

    The site of the school is at the border of two areas of Manenberg, and on an arterial road through the township. The current school is situated on the neighbourhood side of the site, away from the arterial road.

    The new school needed to achieve several things; to provide a safe and secure environment for the learners, use the school building to create an urban edge along the arterial road, and turn over unused land to the community in creating a common green which would act as a common neutral space before entering the school building.

    The school building is conceived as an undulating courtyard space with the classrooms creating a perimeter block. The perimeter opens and closes to create precincts within the courtyard for different age groups. The courtyard is surveilled by the hall and dining room in the centre, and by the library at east end.

    BAS (Hons.) Studio Term 3Supervisor: Prof. Iain Louw

    06.2013

  • 34

    Edendale Primary School. Manenberg.Urban Analysis

    NTS

    Edendale Primary School. Manenberg.Urban Analysis

    NTS

    Site of existing Edendale Primary School, bordering the entrance to Manenberg township and arterial access roads.

  • 35

    Edendale Primary School. Manenberg.Urban Analysis

    NTS

    Edendale Primary School. Manenberg.Urban Analysis

    NTS

    Halving the site and creating an introverted school building which builds an urban edge, and turning over the sports grounds to the community to create a common green, passively surveilled by the school building.

  • 36

    Edendale Primary School. Manenberg.Ground Floor Plan

    1:200

  • 37

    Edendale Primary School. Manenberg.Ground Floor Plan

    1:200

    Site plan of new school and common green/sporting facilities.

  • 38

    Edendale Primary School. Manenberg.Snapshot B

    NTS

    Edendale Primary School. Manenberg.Snapshot C

    NTS

    Edendale Primary School. Manenberg.Snapshot D

    NTS

    Sketch views inside the courtyard playground.

    Edendale Primary School. Manenberg.Exterior Perspective

    NTS

    Edendale Primary School. Manenberg.Interior Courtyard Perspective

    NTS

  • 39

    Edendale Primary School. Manenberg.Exterior Perspective

    NTS

    Edendale Primary School. Manenberg.Interior Courtyard Perspective

    NTS

    Exterior perspective of the school entrance and common green wall created by the school building.

  • 40

  • 41

    Simulated Office StudioManenberg, Cape Town

    The simulated office term is a tradition in the school of architecture. For a term, groups are formed within the class and made to act as offices working on an assigned project. The aim is for the team to develop a design from concept through to construction documentation, keeping the design and construction circumstantially relevant as well as within a budget.

    The architectural teams consult with similar teams of quantity surveying students and have further consultations with practising construction managers, structural engineers and architects.

    The Edendale Primary School project was essentially used as a concept competition, with six designs chosen for the class to take forward. My project was chosen as one of the six, and I was assigned a team of three classmates to form our office.

    Our team developed the design of the classroom modules through the use of offsite precast concrete elements and replicability, and investigated using off-the-shelf elements in innovative methods to achieve great architecture within the tight budget constraints of R50 million.

    BAS (Hons.) Studio Term 4Supervisor: Prof. Iain Louw

    07.2013 - 09.2013

  • 42

  • 43

  • 44

  • 45

  • 46

  • 47

  • 48

  • 49

  • 50

    TOP OF CONCRETE:8735 HALL FLAT ROOF

    TOP OF CONCRETE:1935 HALL

    1

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    110

    120

    BRICK COURSES

    5

    44

    97

    TOP OF CONCRETE:5010 WALKWAY ROOF

    TOP OF BEAM

    (Walls: plastered & painted)

    Vinyl

    (Walls: plastered & painted)

    Vinyl

    (Walls: plastered & painted)

    Vinyl

    Vinyl

    (Walls: plastered & painted)

    TOP OF CONCRETE:5675 HALL MEZZANINE

    TOP OF BEAM

    TOP OF BEAM

    TOP OF BEAM

    TOP OF CONCRETE:2615 STAGE

    NGL:1170

    6750

    2050

    Vinyl

    1790

    515

    1870

    (Footing to Eng. spec.)

    420

    670

    675

    175

    4080

    (Footing to Eng. spec.)

    670

    675

    3740

    2380

    NORTH STRIP SECTION

    6750

    (Footing to Eng. spec.)

    (Footing to Eng. spec.)

    3060

    670

    670

    1020

    510

    675

    675

    (Footing to Eng. spec.)

    30003060

    500

    863

    250

    9605

    685

    3490

    680

    670

    6750 6750 3025

    1120

    3060

    Refer to canopy details

    20mm 'isoboard' ceiling painted to Arch. spec. on 50 x 38mm SAP brandering @max 400mm c/c

    Vinyl tiles to Arch. spec. on 50mm leveling screed on 100mm conc.surface bed on 40mm 'isoboard' insulation on approved DPM on

    50mm sand blinding on compacted fill to Struct. Eng. spec.

    Vinyl tiles to Arch. spec. on 50mm leveling screedon 245mm RC slab to Struct. Eng. spec.

    Torch-on waterproofing membrane on min 40mm screed to min 1:80 falls on 40mm'Isoboard' insulation on 245mm RC slab to Struct. Eng. spec.

    Torch-on waterproofing membrane on min 40mm screed to min 1:80 falls on 40mm'Isoboard' insulation on 245mm RC slab to Struct. Eng. spec.

    Steel IBR roof sheeting on 50mm & 30mm 'Isoboard' overpurlin insulation on 125 x 50mm steel purlins @ max

    1200mm c/c on steel trusses to Struct. Eng. spec.

    1m high steel balustrade to later detail

    Steel Truss Type 2 to Struct. Eng. spec.

    C/L STRUCTURE

    Steel Truss Type 1 to Struct. Eng. spec.

    C/L STRUCTURE C/L STRUCTURE C/L STRUCTURE C/L STRUCTURE

    Gyptone Acoustic ceiling system and concealed Donn QRCT 32Ksuspension system. Installed to specialist instruction, design andmanufacturer's specification.

    25mm Danpalon Perspex verticle sheeting systemInstalled to specialist instruction and manufacturer'sdetails to custom steel frame -refer to Hall roof details .

    50mm Floated and polished leveling screed on 100mm conc.surface bed on 40mm 'isoboard' insulation on approved DPM on

    50mm sand blinding on compacted fill to Struct. Eng. spec.

    150mm cast in column downpipesdischarge to new Southern edge

    stormwater culvert

    Steel flashing and counterflashingby roof specialist.

    Steel flashing over and behindDanpalon steel frame system

    by specialist.

    Refer to walkway details Refer to stair details

    Steel truss fixings to concrete frame to Struct. Eng detail.

    Steel truss fixings to concrete frame to Struct. Eng detail.

    SECTION B:B1:50

    ROOF DETAIL 1

    25mm Danpalon Perspex verticle sheeting systemInstalled to specialist instruction and manufacturer's details tocustom steel frame - refer to 1:5 Hall roof details .

    Steel flashing behind Danpalon steel frame system by specialist.

    Custom bent Steel flashing over Danpalon steel frame by specialist.

    Steel IBR roof sheeting on 50mm & 30mm 'Isoboard' over purlininsulation on 125 x 50mm steel purlins @ max 1200mm c/c on steeltrusses to Struct. Eng. spec.

    Steel frame- 60x60mm steel angles and 60mm steel flat bars- referto detail plan .

    Steel Truss Type 2 to Struct. Eng. spec.

    Steel Truss Type 2 to Struct. Eng. spec.Steel frame fixed to truss 1- with unequal angle and tophat sectionsee 1:5 details

    Gyptone Acoustic ceiling system and concealed Donn QRCT 32Ksuspension system. Installed to specialist instruction, design andmanufacturer's specification.

    Steel IBR roof sheeting on 50mm & 30mm 'Isoboard' over purlininsulation on 125 x 50mm steel purlins @ max 1200mm c/c on steeltrusses to Struct. Eng. spec.

    Steel frame fixed to truss 1- with unequal angle and tophat sectionsee 1:5 details

    ROOF DETAIL 11:10

    25mm Danpalon Perspex verticle sheeting system in 900mm panels, with edge closers and aluminium fixing system

    Isolation tape to be installed at all aluminium to steel flat barjunctions.

    Installed to specialist instruction and manufacturer's fixing detailsto custom steel frame - refer to plan details .

    Custom bent Steel flashing over Danpalon steel frame by specialist.

    Steel IBR roof sheeting on 50mm & 30mm 'Isoboard' over purlininsulation (bent to fill) on 125 x 50mm steel purlins @ max 1200mm c/c on steeltrusses to Struct. Eng. spec.

    60mm steel flat bar of frame fixed to truss 1 with 100x60x3mmunequal angle

    Truss 2 fixing to truss 1 to Eng. spec.

    Steel Truss Type 1 to Struct. Eng. spec.

    Gyptone Acoustic ceiling system and concealed Donn QRCT32K suspension system.Fixed: Either to Donn I grid directly to truss or with suspensiongrid. Installed to specialist instruction, design and manufacturer'sspecification.

    Grid, lighting and shadow gap details to later drawing.

    Steel frame- 60x60mm steel angles and 60mm steel flat bars-refer to detail plan .

    TOP CONNECTION ROOF DETAIL 11:5

    BASE CONNECTION ROOF DETAIL 1

    Steel flashing fixed behind Danpalon steel frame systemby specialist.

    Steel Truss Type 2 to Struct. Eng. spec.

    Steel IBR roof sheeting on 50mm & 30mm 'Isoboard' over purlininsulation on 125 x 50mm steel purlins @ max 1200mm c/c onsteel trusses to Struct. Eng. spec.

    Truss 2 fixing to truss 1 to Eng. spec.

    Steel Truss Type 1 to Struct. Eng. spec.

    Edges silicon sealed

    25mm steel top hat fixed to steel angle to truss 1 uprights andflat bar of frame

    Steel frame- 60x60mm steel angles and 60mm steel flat bars-refer to detail plan .

    Gyptone Acoustic ceiling system and concealed Donn QRCT32K suspension system.Fixed: Either to Donn I grid directly to truss or with suspensiongrid. Installed to specialist instruction, design and manufacturer'sspecification.

    Grid, lighting and shadow gap details to later drawing.

    25mm steel top hat fixed to steel angle to truss 1 uprights wherenecessary for Donn fixing system

    25mm Danpalon Perspex verticle sheeting system in 900mm panels, with edge closers and aluminium fixing system

    Isolation tape to be installed at all aluminium to steel flat barjunctions.

    Installed to specialist instruction and manufacturer's fixing detailsto custom steel frame - refer to plan details .

    BASE CONNECTION ROOF DETAIL 11:5

    NAME

    NOTES

    DESCRIPTION

    DATEREV No.

    THE DRAWING MAY NOT BE SCALED.

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

    THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THEARCHITECT.

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SANS 10400 AND LOCALAUTHORITY REGULATIONS.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

    NOTES

    PROJECT

    DRAWING

    CLIENT

    INFORMATION ONLY

    DRAWN

    DRAWING NUMBER

    COUNCILSKETCH

    SCALE

    PROJECT NUMBER

    DWG DATE

    REVISION

    CHECKED

    CONSTRUCTION

    PLOT DATE

    1301 2004 - 17/10/13*

    A0-VARI 21/10/2013 SP NAME

    A 2013/09/14 FIRST ISSUE FOR INFORMATION SH

    TO BE READ IN CONJUNCTION WITH REFERENCE DRAWINGS + SPECIFICATIONS

    PROPOSED NEW SCHOOLEDENDALE PRIMARY, MANENBERGCAPE TOWN

    WESTERN CAPE EDUCATION DEPT.

    SECTION B:B AND ROOF DETAIL 1

  • 51

    TOP OF CONCRETE:8735 HALL FLAT ROOF

    TOP OF CONCRETE:1935 HALL

    1

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    110

    120

    BRICK COURSES

    5

    44

    97

    TOP OF CONCRETE:5010 WALKWAY ROOF

    TOP OF BEAM

    (Walls: plastered & painted)

    Vinyl

    (Walls: plastered & painted)

    Vinyl

    (Walls: plastered & painted)

    Vinyl

    Vinyl

    (Walls: plastered & painted)

    TOP OF CONCRETE:5675 HALL MEZZANINE

    TOP OF BEAM

    TOP OF BEAM

    TOP OF BEAM

    TOP OF CONCRETE:2615 STAGE

    NGL:1170

    6750

    2050

    Vinyl

    1790

    515

    1870

    (Footing to Eng. spec.)

    420

    670

    675

    175

    4080

    (Footing to Eng. spec.)

    670

    675

    3740

    2380

    NORTH STRIP SECTION

    6750

    (Footing to Eng. spec.)

    (Footing to Eng. spec.)

    3060

    670

    670

    1020

    510

    675

    675

    (Footing to Eng. spec.)

    30003060

    500

    863

    250

    9605

    685

    3490

    680

    670

    6750 6750 3025

    1120

    3060

    Refer to canopy details

    20mm 'isoboard' ceiling painted to Arch. spec. on 50 x 38mm SAP brandering @max 400mm c/c

    Vinyl tiles to Arch. spec. on 50mm leveling screed on 100mm conc.surface bed on 40mm 'isoboard' insulation on approved DPM on

    50mm sand blinding on compacted fill to Struct. Eng. spec.

    Vinyl tiles to Arch. spec. on 50mm leveling screedon 245mm RC slab to Struct. Eng. spec.

    Torch-on waterproofing membrane on min 40mm screed to min 1:80 falls on 40mm'Isoboard' insulation on 245mm RC slab to Struct. Eng. spec.

    Torch-on waterproofing membrane on min 40mm screed to min 1:80 falls on 40mm'Isoboard' insulation on 245mm RC slab to Struct. Eng. spec.

    Steel IBR roof sheeting on 50mm & 30mm 'Isoboard' overpurlin insulation on 125 x 50mm steel purlins @ max

    1200mm c/c on steel trusses to Struct. Eng. spec.

    1m high steel balustrade to later detail

    Steel Truss Type 2 to Struct. Eng. spec.

    C/L STRUCTURE

    Steel Truss Type 1 to Struct. Eng. spec.

    C/L STRUCTURE C/L STRUCTURE C/L STRUCTURE C/L STRUCTURE

    Gyptone Acoustic ceiling system and concealed Donn QRCT 32Ksuspension system. Installed to specialist instruction, design andmanufacturer's specification.

    25mm Danpalon Perspex verticle sheeting systemInstalled to specialist instruction and manufacturer'sdetails to custom steel frame -refer to Hall roof details .

    50mm Floated and polished leveling screed on 100mm conc.surface bed on 40mm 'isoboard' insulation on approved DPM on

    50mm sand blinding on compacted fill to Struct. Eng. spec.

    150mm cast in column downpipesdischarge to new Southern edge

    stormwater culvert

    Steel flashing and counterflashingby roof specialist.

    Steel flashing over and behindDanpalon steel frame system

    by specialist.

    Refer to walkway details Refer to stair details

    Steel truss fixings to concrete frame to Struct. Eng detail.

    Steel truss fixings to concrete frame to Struct. Eng detail.

    SECTION B:B1:50

    ROOF DETAIL 1

    25mm Danpalon Perspex verticle sheeting systemInstalled to specialist instruction and manufacturer's details tocustom steel frame - refer to 1:5 Hall roof details .

    Steel flashing behind Danpalon steel frame system by specialist.

    Custom bent Steel flashing over Danpalon steel frame by specialist.

    Steel IBR roof sheeting on 50mm & 30mm 'Isoboard' over purlininsulation on 125 x 50mm steel purlins @ max 1200mm c/c on steeltrusses to Struct. Eng. spec.

    Steel frame- 60x60mm steel angles and 60mm steel flat bars- referto detail plan .

    Steel Truss Type 2 to Struct. Eng. spec.

    Steel Truss Type 2 to Struct. Eng. spec.Steel frame fixed to truss 1- with unequal angle and tophat sectionsee 1:5 details

    Gyptone Acoustic ceiling system and concealed Donn QRCT 32Ksuspension system. Installed to specialist instruction, design andmanufacturer's specification.

    Steel IBR roof sheeting on 50mm & 30mm 'Isoboard' over purlininsulation on 125 x 50mm steel purlins @ max 1200mm c/c on steeltrusses to Struct. Eng. spec.

    Steel frame fixed to truss 1- with unequal angle and tophat sectionsee 1:5 details

    ROOF DETAIL 11:10

    25mm Danpalon Perspex verticle sheeting system in 900mm panels, with edge closers and aluminium fixing system

    Isolation tape to be installed at all aluminium to steel flat barjunctions.

    Installed to specialist instruction and manufacturer's fixing detailsto custom steel frame - refer to plan details .

    Custom bent Steel flashing over Danpalon steel frame by specialist.

    Steel IBR roof sheeting on 50mm & 30mm 'Isoboard' over purlininsulation (bent to fill) on 125 x 50mm steel purlins @ max 1200mm c/c on steeltrusses to Struct. Eng. spec.

    60mm steel flat bar of frame fixed to truss 1 with 100x60x3mmunequal angle

    Truss 2 fixing to truss 1 to Eng. spec.

    Steel Truss Type 1 to Struct. Eng. spec.

    Gyptone Acoustic ceiling system and concealed Donn QRCT32K suspension system.Fixed: Either to Donn I grid directly to truss or with suspensiongrid. Installed to specialist instruction, design and manufacturer'sspecification.

    Grid, lighting and shadow gap details to later drawing.

    Steel frame- 60x60mm steel angles and 60mm steel flat bars-refer to detail plan .

    TOP CONNECTION ROOF DETAIL 11:5

    BASE CONNECTION ROOF DETAIL 1

    Steel flashing fixed behind Danpalon steel frame systemby specialist.

    Steel Truss Type 2 to Struct. Eng. spec.

    Steel IBR roof sheeting on 50mm & 30mm 'Isoboard' over purlininsulation on 125 x 50mm steel purlins @ max 1200mm c/c onsteel trusses to Struct. Eng. spec.

    Truss 2 fixing to truss 1 to Eng. spec.

    Steel Truss Type 1 to Struct. Eng. spec.

    Edges silicon sealed

    25mm steel top hat fixed to steel angle to truss 1 uprights andflat bar of frame

    Steel frame- 60x60mm steel angles and 60mm steel flat bars-refer to detail plan .

    Gyptone Acoustic ceiling system and concealed Donn QRCT32K suspension system.Fixed: Either to Donn I grid directly to truss or with suspensiongrid. Installed to specialist instruction, design and manufacturer'sspecification.

    Grid, lighting and shadow gap details to later drawing.

    25mm steel top hat fixed to steel angle to truss 1 uprights wherenecessary for Donn fixing system

    25mm Danpalon Perspex verticle sheeting system in 900mm panels, with edge closers and aluminium fixing system

    Isolation tape to be installed at all aluminium to steel flat barjunctions.

    Installed to specialist instruction and manufacturer's fixing detailsto custom steel frame - refer to plan details .

    BASE CONNECTION ROOF DETAIL 11:5

    NAME

    NOTES

    DESCRIPTION

    DATEREV No.

    THE DRAWING MAY NOT BE SCALED.

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

    THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THEARCHITECT.

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SANS 10400 AND LOCALAUTHORITY REGULATIONS.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

    NOTES

    PROJECT

    DRAWING

    CLIENT

    INFORMATION ONLY

    DRAWN

    DRAWING NUMBER

    COUNCILSKETCH

    SCALE

    PROJECT NUMBER

    DWG DATE

    REVISION

    CHECKED

    CONSTRUCTION

    PLOT DATE

    1301 2004 - 17/10/13*

    A0-VARI 21/10/2013 SP NAME

    A 2013/09/14 FIRST ISSUE FOR INFORMATION SH

    TO BE READ IN CONJUNCTION WITH REFERENCE DRAWINGS + SPECIFICATIONS

    PROPOSED NEW SCHOOLEDENDALE PRIMARY, MANENBERGCAPE TOWN

    WESTERN CAPE EDUCATION DEPT.

    SECTION B:B AND ROOF DETAIL 1

  • 52

  • 53

  • 54

  • 55

  • 56

    Cape Town figure ground

  • 57

    Founders Garden PrecinctForeshore, Cape Town

    The Founders Garden precinct project was an urban precinct design project with the aim of designing a precinct in the foreshore of the Cape Town inner-city. The foreshore is a swathe of reclaimed land, built by the Apartheid government to extend the harbour and create a new modernism-influenced master-planned business district in Cape Town. The foreshore has an incredibly hostile pedestrian realm; course urban fabric, and daytime population swell due to it housing office space almost exclusively.

    Together with a partner, we produced a series of mappings of the city at 4 different scales, and used this as a prompt as to how best to unlock the foreshore. The growth of the foreshore has stagnated considerably in recent years due to the lack of access. The elevated highways which create access to the city from the southern suburbs surround the foreshore with no access, and the land on the other side of the highway has been monopolised by PortNet and TransNet (harbour and rail companies).

    The proposal starts at a macro scale, and proposes to shift the development of the harbour and unlocks the land blocking the expansion of the city to the east. This will allow the creation of new housing and mixed-use development from Woodstock in the east through the Foreshore and through to the V&A complex to the north-west.

    The precinct itself is on a smaller scale, with the subdivision of the site into four smaller blocks with a varying range of public to private; wide open to more intimate spaces.

    BAS (Hons.) Studio Term 1Supervisor: Tiaan Meyer

    02.2013 - 03.2013

  • 58

    Atmospheric collages for various precincts and urban

    typologies.

  • 59

  • 60

    Office space rental rate mapping.

  • 61

    Activity vs. office condensing mapping.

  • 62

    Block typology mapping.

  • 63

    Pedestrian surveillance mapping.

  • 64

    Current existing condition of pedestrian and vehicular routes, the proposed site, and underutilised Portnet reserved land within the Cape Town Foreshore.

  • 65

    Proposed future condition, extending the city into the Portnet land, and extending pedestrian routes linking Woodstock and the V&A Waterfront through the proposed site.

  • 66

  • 67

    Foreshore Information ExchangeForeshore, Cape Town

    As a continuation of the founders garden precinct project, the project involved selecting a site within the designed precinct and develop a project with a mixed-use programme.

    The site used for the project is the block overlooking the newly established public square. The site has a huge importance in surveying the square and providing a counterpoint to the public outdoor activities taking place.

    Considering the context of the precinct and the areas one dimensional programme, I decided to pursue a public building which would offer the surrounding new residential buildings public facilities and act as a new public activity hub, as well as diversify the foreshores programme.

    The new building is composed of a media hub and library overlooking the public square, a retail edge along the ground floor, and apartments on either side of the library.

    BAS (Hons.) Studio Term 2Supervisor: Tiaan Meyer

    04.2013 - 05.2013

  • 68

    Conceptual diagrammes illustrating the interplay between the new public square and the interior of the building.

  • 69

    Foreshore Information ExchangeX Ground Floor Plan. 1:200 1. Information Exchange Entrance. 2. Mixed Retail Spaces. 3. Apartment Entrances. 4. Studio Spaces. 5. Service Courtyard.

    1

    4

    3

    5

    2

    3

    Ground floor plan.

  • 70

    Foreshore Information ExchangeX External Perspectives

    Founders square elevation.

  • 71

    Foreshore Information ExchangeX External Perspectives

  • 72

    Foreshore Information ExchangeX External Perspectives

    Foreshore Information ExchangeX External Perspectives

    Foreshore exchange entrance at the nexus of the intersecting streets.

    Retail edge along the side of the public square, below the Foreshore exchange.

  • 73

    Entry level plan.

    Typical library level plan.

  • 74

    Foreshore Information Exchange

    Foreshore Information Exchange

    X

    X

    North-West Elevation. 1:200

    Short Section A. 1:200

    Foreshore Information Exchange

    Foreshore Information Exchange

    X

    X

    North-West Elevation. 1:200

    Short Section A. 1:200

    Street side elevation.

    Section A.

  • 75

    Foreshore Information Exchange

    Foreshore Information Exchange

    X

    X

    North-West Elevation. 1:200

    Short Section A. 1:200

    Foreshore Information Exchange

    Foreshore Information Exchange

    X

    X

    North-West Elevation. 1:200

    Short Section A. 1:200

  • 76

    Foreshore Information Exchange

    Foreshore Information Exchange

    X

    X

    South-West Elevation. 1:200

    Longitudinal Section. 1:200

    Foreshore Information Exchange

    Foreshore Information Exchange

    X

    X

    South-West Elevation. 1:200

    Longitudinal Section. 1:200

    Square side elevation.

    Section B.

  • 77

    Foreshore Information Exchange

    Foreshore Information Exchange

    X

    X

    South-West Elevation. 1:200

    Longitudinal Section. 1:200

    Foreshore Information Exchange

    Foreshore Information Exchange

    X

    X

    South-West Elevation. 1:200

    Longitudinal Section. 1:200

  • 78

  • 79

    Professional Practice Work Samplesdhk Architects

    The dhk group is an established, full-service architectural practice competing successfully at the highest level of the profession, with offices in Cape Town, Johannesburg, Port Elizabeth, Durban and the Seychelles. As an integrated group they offer architectural, urban design and interior design consulting services

    Outside of South Africa, the dhk group has been working in Italy for the last 19 years and more recently in Switzerland. dhk has also been involved in numerous projects throughout Africa, in countries including Mauritius, the Seychelles, Tanzania, Namibia, Botswana, Mozambique, Nigeria, Kenya and Ghana.

    www.dhk.co.za+27 21 421 6803

  • 80

    3m

    Staff Parking& Deliveries

    Retained Mangrove - Eastern Portion

    LandscapedPiazza

    2m datum

    2m datum

    2.25m datum

    Retained Mangrove - Eastern Portion

    LandscapedPiazza

    Retained Mangrove - Western Portion

    Site Portion DCommon MangroveSite16,463m2

    Site Portion C -Residential11,567m2

    Site Portion A -Retail34,805m2

    Site Portion B1 -Office 5409m2

    Site Portion B2 - Hotel 7095m2

    Retail 11612m2 GLA

    Cinema 5138 Seats160m2

    Profiled MetalSheeting

    ServiceArea below

    Retail Deliveries Road below

    7.8m FFL

    General RetailService area below

    Retail 5below

    Cinema 6196 Seats

    M

    F

    Gathering Space

    AdminOffice

    Shop Cafe

    AdminOffice

    Cinema 2140 Seats

    Cinema 4138 Seats160m2

    Cinema 3196 Seats

    Deck

    Retail 19- CinemasArea = 2072m2

    Void

    Cinema 2140 Seats

    VoidVoid

    7.8m FFL

    Sloped Roofabove retail

    M

    Green Roof onto RC Slab

    Restaurant 12519m2

    Restaurant 13225m2

    Restaurant 14170m2

    Restaurant 15266m2

    Restaurant 15345m2

    Retail 1768m2

    Retail1835m2

    Restaurant terrace

    Flat Roof onto RC Slab

    A B C D E F G H J K L M N P Q R S T U V W X

    1a

    2b

    3c

    4d

    5e

    6f

    7g

    8h

    10k

    11L

    12p

    13q

    14r

    15s

    9j

    4

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    a1 a2 a3 a4 a5 a6 a7 a8 a9 a10 a12

    2

    1

    5

    3

    20

    21

    Mall585m2

    Retail 10Area = 336m2

    5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000

    5.0300 10.0000 10.0000 10.0000 20.0000 10.0000 10.0000 10.0000 10.0000 10.0000

    Para

    up

    down

    Foyer to cinemas

    G

    G

    G

    G

    L

    N N

    E

    E

    A B C D E F G

    3

    4

    5

    6

    7

    H

    PLPL

    PLPL

    B

    B

    K K

    RLRL HL HL HL

    x2 volumneabove

    A B C D E F G H

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    8.4000 8.4000 8.4000 8.4000 8.4000 8.4000 8.4000

    B

    B

    O O

    G

    F

    E

    A

    D

    C

    N

    M

    M

    N

    0

    P

    B

    C

    B

    A

    L

    L

    J

    Q

    RETAIL

    RESTAURANTS

    CINEMAS

    OFFICE

    BALLROOM

    HOTELRESTAURANT

    LOUNGES

    BOH

    MEETINGROOMS

    BREAKOUT

    LOUNGE

    MANGROVE

    MANGROVE

    RETAIL SURFACEPARKING BELOW

    WESTERN VEHICULARACCESS POINT

    EASTERN VEHICULARACCESS POINT

    POOL AND TERRACES

    OFFICE PORTE COCHERE

    HOTEL PORTE COCHERE

    RETAIL

    RETAILANCHOR

    NAME

    NOTES

    DESCRIPTION

    DATEREV No.

    THE DRAWING MAY NOT BE SCALED.

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

    THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THEARCHITECT.

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SABS 0400 AND LOCALAUTHORITY REGULATIONS.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

    NOTES

    REG No 98 / 20807 / 07

    FAX + 27 (0) 21 421 0670

    dhk Architects (Pty) Ltd

    C A P E T O W N 8 0 0 1

    No. 9 SOMERSET ROAD

    TEL + 27 (0) 21 421 6803

    e-mail [email protected]

    PROJECT

    DRAWING

    CLIENT

    INFORMATION ONLY

    DRAWN

    DRAWING NUMBER

    COUNCILSKETCH

    SCALE

    PROJECT NUMBER

    DWG DATE

    REVISION

    CHECKED

    CONSTRUCTION

    PLOT DATE

    PRECINCT LOCALITY LAYOUTLABADI BEACH, GHANA

    CONSTANT CAPITAL

    SITE PLANFIRST LEVEL

    10003 1004 A 04/07/2012*

    A0 - 1:500 04/07/2012 PS PS

    ISSUE FOR APPROVALA 14/09/2012 PS

    N O R T H

    3m

    Staff Parking& Deliveries

    Retained Mangrove - Eastern Portion

    LandscapedPiazza

    2m datum

    2m datum

    2.25m datum

    Retained Mangrove - Eastern Portion

    LandscapedPiazza

    Retained Mangrove - Western Portion

    Site Portion DCommon MangroveSite16,463m2

    Site Portion C -Residential11,567m2

    Site Portion A -Retail34,805m2

    Site Portion B1 -Office 5409m2

    Site Portion B2 - Hotel 7095m2

    G

    F

    E

    A

    DC

    N

    M

    E

    D

    B

    CB

    A

    L

    JQ

    B1

    B2

    A

    C1C2

    C3

    Site Portion DCommon MangroveSite16,463m2

    Site Portion C -Residential11,567m2

    Site Portion A -Retail34,805m2

    Site Portion B1 -Office 5409m2

    Site Portion B2 - Hotel 7095m2

    PLEASE NOTE1. Drawings have been issued for purposes of obtaining

    "Construction Permit" from Local Municipal Authority andshould not be used for Construction Drawings.

    2. Drawings still require Design Development3. Input from the following Technical consultants will be

    required namely: Mechanical & Electrical Engineers Traffic Consultant Environmental Consultant (fire & cost consultant).4. Prior to construction drawings input will be required from end

    users / tenants.5. More detailed Survey Information & Environmental Impact

    Assessment will be required.6. Phasing of development will have an design impact.

    FOR APPROVAL

    10/09/2012

    ISSUE FOR

    Labadi Beach, Accra Ghana

    Mixed use (retail/office/residential) scheme in Accra.Construction permit documentation.

  • 81

    3m

    Staff Parking& Deliveries

    Retained Mangrove - Eastern Portion

    LandscapedPiazza

    2m datum

    2m datum

    2.25m datum

    Retained Mangrove - Eastern Portion

    LandscapedPiazza

    Retained Mangrove - Western Portion

    Site Portion DCommon MangroveSite16,463m2

    Site Portion C -Residential11,567m2

    Site Portion A -Retail34,805m2

    Site Portion B1 -Office 5409m2

    Site Portion B2 - Hotel 7095m2

    Retail 11612m2 GLA

    Cinema 5138 Seats160m2

    Profiled MetalSheeting

    ServiceArea below

    Retail Deliveries Road below

    7.8m FFL

    General RetailService area below

    Retail 5below

    Cinema 6196 Seats

    M

    F

    Gathering Space

    AdminOffice

    Shop Cafe

    AdminOffice

    Cinema 2140 Seats

    Cinema 4138 Seats160m2

    Cinema 3196 Seats

    Deck

    Retail 19- CinemasArea = 2072m2

    Void

    Cinema 2140 Seats

    VoidVoid

    7.8m FFL

    Sloped Roofabove retail

    M

    Green Roof onto RC Slab

    Restaurant 12519m2

    Restaurant 13225m2

    Restaurant 14170m2

    Restaurant 15266m2

    Restaurant 15345m2

    Retail 1768m2

    Retail1835m2

    Restaurant terrace

    Flat Roof onto RC Slab

    A B C D E F G H J K L M N P Q R S T U V W X

    1a

    2b

    3c

    4d

    5e

    6f

    7g

    8h

    10k

    11L

    12p

    13q

    14r

    15s

    9j

    4

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    a1 a2 a3 a4 a5 a6 a7 a8 a9 a10 a12

    2

    1

    5

    3

    20

    21

    Mall585m2

    Retail 10Area = 336m2

    5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000

    5.0300 10.0000 10.0000 10.0000 20.0000 10.0000 10.0000 10.0000 10.0000 10.0000

    Para

    up

    down

    Foyer to cinemas

    G

    G

    G

    G

    L

    N N

    E

    E

    A B C D E F G

    3

    4

    5

    6

    7

    H

    PLPL

    PLPL

    B

    B

    K K

    RLRL HL HL HL

    x2 volumneabove

    A B C D E F G H

    9

    10

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    21

    22

    8.4000 8.4000 8.4000 8.4000 8.4000 8.4000 8.4000

    B

    B

    O O

    G

    F

    E

    A

    D

    C

    N

    M

    M

    N

    0

    P

    B

    C

    B

    A

    L

    L

    J

    Q

    RETAIL

    RESTAURANTS

    CINEMAS

    OFFICE

    BALLROOM

    HOTELRESTAURANT

    LOUNGES

    BOH

    MEETINGROOMS

    BREAKOUT

    LOUNGE

    MANGROVE

    MANGROVE

    RETAIL SURFACEPARKING BELOW

    WESTERN VEHICULARACCESS POINT

    EASTERN VEHICULARACCESS POINT

    POOL AND TERRACES

    OFFICE PORTE COCHERE

    HOTEL PORTE COCHERE

    RETAIL

    RETAILANCHOR

    NAME

    NOTES

    DESCRIPTION

    DATEREV No.

    THE DRAWING MAY NOT BE SCALED.

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

    THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THEARCHITECT.

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SABS 0400 AND LOCALAUTHORITY REGULATIONS.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

    NOTES

    REG No 98 / 20807 / 07

    FAX + 27 (0) 21 421 0670

    dhk Architects (Pty) Ltd

    C A P E T O W N 8 0 0 1

    No. 9 SOMERSET ROAD

    TEL + 27 (0) 21 421 6803

    e-mail [email protected]

    PROJECT

    DRAWING

    CLIENT

    INFORMATION ONLY

    DRAWN

    DRAWING NUMBER

    COUNCILSKETCH

    SCALE

    PROJECT NUMBER

    DWG DATE

    REVISION

    CHECKED

    CONSTRUCTION

    PLOT DATE

    PRECINCT LOCALITY LAYOUTLABADI BEACH, GHANA

    CONSTANT CAPITAL

    SITE PLANFIRST LEVEL

    10003 1004 A 04/07/2012*

    A0 - 1:500 04/07/2012 PS PS

    ISSUE FOR APPROVALA 14/09/2012 PS

    N O R T H

    3m

    Staff Parking& Deliveries

    Retained Mangrove - Eastern Portion

    LandscapedPiazza

    2m datum

    2m datum

    2.25m datum

    Retained Mangrove - Eastern Portion

    LandscapedPiazza

    Retained Mangrove - Western Portion

    Site Portion DCommon MangroveSite16,463m2

    Site Portion C -Residential11,567m2

    Site Portion A -Retail34,805m2

    Site Portion B1 -Office 5409m2

    Site Portion B2 - Hotel 7095m2

    G

    F

    E

    A

    DC

    N

    M

    E

    D

    B

    CB

    A

    L

    JQ

    B1

    B2

    A

    C1C2

    C3

    Site Portion DCommon MangroveSite16,463m2

    Site Portion C -Residential11,567m2

    Site Portion A -Retail34,805m2

    Site Portion B1 -Office 5409m2

    Site Portion B2 - Hotel 7095m2

    PLEASE NOTE1. Drawings have been issued for purposes of obtaining

    "Construction Permit" from Local Municipal Authority andshould not be used for Construction Drawings.

    2. Drawings still require Design Development3. Input from the following Technical consultants will be

    required namely: Mechanical & Electrical Engineers Traffic Consultant Environmental Consultant (fire & cost consultant).4. Prior to construction drawings input will be required from end

    users / tenants.5. More detailed Survey Information & Environmental Impact

    Assessment will be required.6. Phasing of development will have an design impact.

    FOR APPROVAL

    10/09/2012

    ISSUE FOR

  • 82

    NAME

    NOTES

    DESCRIPTION

    DATEREV No.

    THE DRAWING MAY NOT BE SCALED.

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

    THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THEARCHITECT.

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SABS 0400 AND LOCALAUTHORITY REGULATIONS.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

    NOTES

    REG No 98 / 20807 / 07

    FAX + 27 (0) 21 421 0670

    dhk Architects (Pty) Ltd

    C A P E T O W N 8 0 0 1

    No. 9 SOMERSET ROAD

    TEL + 27 (0) 21 421 6803

    e-mail [email protected]

    PROJECT

    DRAWING

    CLIENT

    INFORMATION ONLY

    DRAWN

    DRAWING NUMBER

    COUNCILSKETCH

    SCALE

    PROJECT NUMBER

    DWG DATE

    REVISION

    CHECKED

    CONSTRUCTION

    PLOT DATE

    PRECINCT LOCALITY LAYOUTLABADI BEACH, GHANA

    CONSTANT CAPITAL

    BLOCK C RESIDENTIALFIRST LEVEL EAST

    10003 1136 A 04/07/2012*

    A1-1:200 04/07/2012 PS PS

    A 04/07/2012 PS

    FOR

    CONT

    INUA

    TION

    REF

    ER T

    O DW

    G No

    : 113

    5 FIR

    ST LE

    VEL W

    EST

    ISSUE FOR APPROVAL

    N O R T H

    FOR APPROVAL

    14/09/2012

    ISSUE FOR

    G

    F

    E

    A

    DC

    N

    M

    E

    D

    B

    CB

    A

    L

    JQ

    B1

    B2

    A

    C1C2

    C3

    PLEASE NOTE1. Drawings have been issued for purposes of obtaining

    "Construction Permit" from Local Municipal Authority andshould not be used for Construction Drawings.

    2. Drawings still require Design Development3. Input from the following Technical consultants will be

    required namely: Mechanical & Electrical Engineers Traffic Consultant Environmental Consultant (fire & cost consultant).4. Prior to construction drawings input will be required from end

    users / tenants.5. More detailed Survey Information & Environmental Impact

    Assessment will be required.6. Phasing of development will have an design impact.

    Labadi Beach, Accra Ghana

    Mixed use (retail/office/residential) scheme in Accra.Construction permit documentation.

  • 83

    NAME

    NOTES

    DESCRIPTION

    DATEREV No.

    THE DRAWING MAY NOT BE SCALED.

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

    THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THEARCHITECT.

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SABS 0400 AND LOCALAUTHORITY REGULATIONS.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

    NOTES

    REG No 98 / 20807 / 07

    FAX + 27 (0) 21 421 0670

    dhk Architects (Pty) Ltd

    C A P E T O W N 8 0 0 1

    No. 9 SOMERSET ROAD

    TEL + 27 (0) 21 421 6803

    e-mail [email protected]

    PROJECT

    DRAWING

    CLIENT

    INFORMATION ONLY

    DRAWN

    DRAWING NUMBER

    COUNCILSKETCH

    SCALE

    PROJECT NUMBER

    DWG DATE

    REVISION

    CHECKED

    CONSTRUCTION

    PLOT DATE

    PRECINCT LOCALITY LAYOUTLABADI BEACH, GHANA

    CONSTANT CAPITAL

    BLOCK C RESIDENTIALFIRST LEVEL EAST

    10003 1136 A 04/07/2012*

    A1-1:200 04/07/2012 PS PS

    A 04/07/2012 PS

    FOR

    CONT

    INUA

    TION

    REF

    ER T

    O DW

    G No

    : 113

    5 FIR

    ST LE

    VEL W

    EST

    ISSUE FOR APPROVAL

    N O R T H

    FOR APPROVAL

    14/09/2012

    ISSUE FOR

    G

    F

    E

    A

    DC

    N

    M

    E

    D

    B

    CB

    A

    L

    JQ

    B1

    B2

    A

    C1C2

    C3

    PLEASE NOTE1. Drawings have been issued for purposes of obtaining

    "Construction Permit" from Local Municipal Authority andshould not be used for Construction Drawings.

    2. Drawings still require Design Development3. Input from the following Technical consultants will be

    required namely: Mechanical & Electrical Engineers Traffic Consultant Environmental Consultant (fire & cost consultant).4. Prior to construction drawings input will be required from end

    users / tenants.5. More detailed Survey Information & Environmental Impact

    Assessment will be required.6. Phasing of development will have an design impact.

  • 84

    roeland council plans

    STUDIO A113.6 m

    painted screedEX. FFL 18 390

    FFL 18 440

    DISABLED WC3.8 m

    tilesEX. FFL 18 390

    FFL 18 440

    WC11.4 m

    tilesEX. FFL 18 390

    FFL 18 440

    WC10.7 m

    tilesEX. FFL 18 390

    FFL 18 440

    OFFICE10.6 mcarpet

    EX. FFL 18 390FFL 18 440

    1ST YEAR EDITINGSUITE45.6 mcarpet

    EX. FFL 18 390FFL 18 440

    OFFICE11.4 mcarpet

    EX. FFL 18 390

    3RD YEAR EDITING SUITE45.6 mcarpet

    EX. FFL 18 390FFL 18 440

    H.O.D OFFICE9.6 mcarpet

    EX. FFL T.B.C.

    MULTI CAMERACONTROL ROOM

    25.8 mcarpet

    EX. FFL T.B.C.

    STUDIO B41.5 m

    painted screedEX. FFL T.B.C.

    3RD YEAR LECTURELAB AND EDITING

    SUITE27.9 mcarpet

    EX. FFL 18 390FFL 18 440

    GEAR HOUSE55.9 m

    painted screedEX. FFL 18 390

    FFL 18 440

    1300mm DOORWITH PANIC GEAR

    1300mm DOORWITH PANIC GEAR

    NEW FIRE ESCAPE

    LOUNGE +CIRCULATION

    painted screedEX. FFL 18 390

    FFL 18 440

    EXISTING RAISEDCONCRETE FLOOR TO BEDEMOLISHED AND MADEGOOD TO SURROUNDINGLEVEL HEIGHT

    EXISTING ABLUTIONS TO BEDEMOLISHED

    EXISTING STEP AND FIREESCAPE DOOR TO BEDEMOLISHED

    NEW WALL OPENING ANDNEW FIRE DOOR TO BEINSTALLEDEXISTING OPENING TO BEFILLED IN AND MADE GOOD

    EXISTING DOOR TO BEDEMOLISHED AND OPENINGTO BE WIDENED

    FIRE ESCAPEpainted screedEX. FFL 18 560

    FFL XX XXX

    PLATFORM Dpainted screed

    FFL 18 985

    EXISTING STAIR TO BEMADE GOOD AND PAINTED

    1527

    2000

    1789

    927

    1171

    927

    211

    2580

    3648

    9089

    290927

    3373

    4590

    1413 1300 271

    2075 1300 200

    4248

    7604

    835 965 425

    21463630

    3595 1435 1300 1435

    743

    568

    9136

    3996927

    56

    12001300

    3644927

    2904093

    25614681

    1018

    1777

    1245

    34774600

    1041

    736

    ROEL

    AND

    STRE

    ET

    NOTE:DRAWINGS TO BE READ IN CONJUNCTIONWITH FIRE CONSULTANTS DRAWINGS.

    NEW WINDOW

    EXISTING RAMPABOVE

    NEW FULL HEIGHT GLAZEDSHOPFRONT IN EXISTINGOPENING

    NEW DOUBLE HINGEDGLAZED ENTRANCE DOORS

    ur

    ur wc

    wc

    wc

    wc whb

    whb

    whb

    whb

    SECTIONA

    SECTIONA

    SECTIONB

    SECTIONB

    BOUN

    DARY

    LINE

    LINE OF CANOPY ABOVE

    N

    DEMOLISH EXISTINGWINDOW FILL OPENING

    AROUND NEW DOOR

    1300 25151300 290

    370 1300

    1375 1300 545

    4470

    2957 29

    55

    5767 3719 90802380

    new drywall

    new drywall

    new drywall

    new drywall

    new drywall

    3622

    2000

    FS

    FS

    FS

    FS

    FS

    EXISTING RUN TO MUNICIPAL

    CONNECTION POINT

    16 ROELAND STREETGROUND FLOOR PLANSCALE 1:100

    935933

    9331023

    13137474

    1131927

    4321100

    387

    17621456

    1583

    wc

    whb

    PROPOSEDNEW LIFT

    OFG SS + 2-WAY VV

    SS FROMABOVE

    GENERAL LECTUREVENUE (G2)

    38.4 mcarpet

    EX. FFL 22 555FFL 22 605

    1ST YEAR STUDIO60.1 m

    painted screedEX. FFL 22 555

    FFL 22 605

    PHOTOGRAPHYOFFICE

    7.0 mcarpet

    EX. FFL 22 555FFL 22 605

    PHOTOGRAPHY LECTURE32.0 mcarpet

    EX. FFL 22 555FFL 22 605

    DARK ROOM31.2 m

    painted screedEX. FFL 22 555

    FFL 22 605

    3RD YEAR STUDIO36.4 m

    painted screedEX. FFL 22 555

    FFL 22 605

    2ND YEAR LECTUREVENUE46.7 mcarpet

    EX. FFL 22 555FFL 22 605

    PHOTOGRAPHY STUDIO58.8 m

    painted screedEX. FFL 22 555

    FFL 22 605

    CASTING ROOM40.2 m

    painted screedEX. FFL 22 555

    FFL 22 605

    ART OFFICE17.2 mcarpet

    EX. FFL 22 555FFL 22 605

    FILM OFFICE21.1 mcarpet

    EX. FFL 22 555FFL 22 605

    WC8.4 mtiles

    EX. FFL 22 555FFL 22 605

    WC8.3 m

    tilesEX. FFL 22 555

    FFL 22 605

    CIRCULATION100.1 m

    painted screedEX. FFL 22 555

    FFL 22 605

    FIRE ESCAPEpainted screedEX. FFL 22 555

    EXISTING ABLUTIONSTO BE DEMOLISHED

    EXISTING RAISEDFLOOR TO BEDEMOLISHED ANDFLOOR MADE GOODTO SURROUNDINGLEVEL HEIGHT

    EXISTING HALFHEIGHT WALL TO BEDEMOLISHED

    NEW OPENING INEXISTING WALL ANDNEW WINDOW

    NEW RIB AND BLOCKSTRUCTURED PLATFORMFLOORS TO BE INSTALLEDON TOP OF EXISTING RCRAMP TO STRC. ENG.DESIGN

    NEW BALUSTRADE

    NEW BRICKWORK WALL TO BEBUILT ON TOP OF EXISTINGHALF HEIGHT WALL WITH NEWWINDOWS

    EXISTING WINDOW TO BEDEMOLISHEDNEW BRICKWORK WALLTO BE BUILT ON TOP OFEXISTING HALF HEIGHTWALL WITH NEW WINDOW

    PLATFORM Cpainted screed

    FFL 20 175

    PLATFORM Bpainted screed

    FFL 21 365

    PLATFORM Apainted screed

    FFL 22 555

    EXISTING FLOOR AND BEAM TO BEDEMOLISHED IN ACCORDANCE WITHSTRC. ENG. INSTRUCTION AND NEW

    BALUSTRADE TO BE INSTALLED

    21482000

    7971961

    3359

    1200

    4665

    3777 13005495

    1413

    321 927 485 927 1050 3655

    1669 23101200 200

    452

    1300

    535

    1200

    3268

    4946

    4964 7384

    594 1176 1500 1051 1500 1324 1500 1619

    5178

    3504

    2000

    545

    1200

    509

    1200

    3217

    2340

    1346 927490 927

    1435

    30013005582

    788

    1500

    788

    1260

    4139

    15615491

    2200

    8826

    3675

    6649

    3400

    1000

    2483EQ. EQ.

    ROEL

    AND

    STRE

    ET

    whb

    whb

    ur

    ur

    wcwcwc

    whb whb

    SECTIONA

    SECTIONA

    SECTIONB

    SECTIONB

    BOUN

    DARY

    LINE

    CANO

    PY B

    ELOW

    N

    16 ROELAND STREETFIRST FLOOR PLANSCALE 1:100

    PROPOSEDNEW LIFTAND NEW

    LIFT SHAFT

    927 667 1100 577927

    1583

    17391762

    2443

    SS

    NEW BRICKWORK

    NEW DRYWALL

    DEMOLISHED BRICKWORK,DRYWALLS + SANITARYWARE

    NAME

    NOTES

    DESCRIPTION

    DATEREV No.

    THE DRAWING MAY NOT BE SCALED.

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

    THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THEARCHITECT.

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SABS 0400 AND LOCALAUTHORITY REGULATIONS.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

    NOTES

    REG No 98 / 20807 / 07

    FAX + 27 (0) 21 421 0670

    dhk Architects (Pty) Ltd

    C A P E T O W N 8 0 0 1

    No. 9 SOMERSET ROAD

    TEL + 27 (0) 21 421 6803

    e-mail [email protected]

    PROJECT

    DRAWING

    CLIENT

    INFORMATION ONLY

    DRAWN

    DRAWING NUMBER

    COUNCILSKETCH

    SCALE

    PROJECT NUMBER

    DWG DATE

    REVISION

    CHECKED

    CONSTRUCTION

    PLOT DATE

    PROPOSED ALTERATIONS TO EXISTINGBUILDING ON ERF. 95934, CAPE TOWNFOR CITY VARSITY CAMPUS

    GREEN WILLOWS 153 PTY (LTD)

    GROUND + FIRST FLOOR PLANS

    07052 0710 - dd/mm/yy*

    A1-1:100 12/13/2013 SH .

  • 85

    GEAR HOUSE

    DOUBLE VOLUMESTUDENT AREA

    STUDIO A

    PHOTOGRAPHYLECTURE

    FILM OFFICE

    EXISTING ROOF STRUCTURE

    NEW

    DRY

    WAL

    L

    NEW

    DRY

    WAL

    L

    NEW

    DRY

    WAL

    L

    NEW

    DRY

    WAL

    L

    NEW BRICKWORK WALLTO BE BUILT ON TOP OFEXISTING HALF HEIGHTWALL WITH NEW WINDOW

    DEMO

    LISH

    WAL

    L

    EXISTINGFOUNDATION

    EXISTINGFOUNDATION

    NEW CANOPY

    NEW WINDOW NEW WINDOW

    NEW GLAZED SHOPFRONT

    NEW BRICKWORK

    NEW GLAZED SHOPFRONTWITH DOUBLE SWINGDOOR

    EXISTING PLASTEREDBRICKWORK TO BEREPAINTED

    EXISTING FFL 18 390

    EXISTING FFL 22 555

    EXISTING FFL 18 390

    EXISTING FFL 22 555

    17509

    200

    2704

    3775 37753183

    3182

    1350

    3182

    1350

    4165

    4165

    NEW RIB AND BLOCKSTRUCTURED PLATFORMFLOORS TO BE INSTALLEDON TOP OF EXISTING RCRAMP TO STRC. ENG.DESIGN

    EXISTING STAIR

    EXISTING ROLLERSHUTTER TO BEREFURBISHED

    BRICKWORK TO BEDEMOLISHED TO WIDENOPENING

    EXIS

    TING

    WAL

    L

    EXIS

    TING

    WAL

    L

    NEW CEILING ANDINSULATION

    BOUN

    DARY

    LINE

    BOUN

    DARY

    LINE

    BOUN

    DARY

    LINE

    BOUN

    DARY

    LINE

    AREA: 579,5sqm

    STUDIO B FIREESCAPE

    3RD YEAR LECTURELAB AND EDITING

    SUITE

    GEARHOUSE

    MULTI-CAMERACONTROL ROOM

    2ND YEAR LECTUREVENUE

    3RD YEAR STUDIO 1ST YEAR STUDIODOUBLE VOLUMESTUDENT AREA

    NEW

    DRY

    WAL

    L

    NEW

    DRY

    WAL

    L

    NEW

    DRY

    WAL

    L

    EXISTING WINDOW TO BEDEMOLISHEDNEW BRICKWORK WALLTO BE BUILT ON TOP OFEXISTING HALF HEIGHTWALL WITH NEW WINDOW

    EXISTING ROOF STRUCTURE

    NEW FULL HEIGHT GLAZEDSHOPFRONT IN EXISTINGOPENING

    NEW RIB AND BLOCK STRUCTUREDPLATFORM FLOORS TO BE INSTALLED ONTOP OF EXISTING RC RAMP TO STRC. ENG.DESIGN

    EXISTINGFOUNDATION

    EXISTINGFOUNDATION

    NEW WINDOW NEW WINDOW NEW WINDOW

    NEW WINDOW

    NEW WINDOW

    WINDOW TO BE DEMOLISHED

    WINDOW TO BE DEMOLISHED

    NEW 1300mmWIDE FIRE

    ESCAPE DOOR

    EXISTING ROOF STRUCTURE

    NEW BRICKWORK

    NEW CANOPY

    NEW CANOPY

    EXISTING PLASTEREDBRICKWORK TO BEREPAINTED

    EXISTING FFL 18 390

    EXISTING FFL 22 555

    EXISTING FFL 18 390

    EXISTING FFL 22 555

    1300

    2300

    1200

    2200 120

    0

    2200

    1500

    200

    906

    1190

    1190

    1190

    4165

    4165

    1200

    1500

    1200

    1500 1500

    1200

    EXISTING STAIR BEYOND

    EXIS

    TING

    WAL

    L

    EXIS

    TING

    WAL

    L

    NEW CEILING ANDINSULATION

    BOUN

    DARY

    LINE

    BOUN

    DARY

    LINE

    BOUN

    DARY

    LINE

    BOUN

    DARY

    LINE

    NEW

    DRY

    WAL

    L

    NEW BRICKWORK

    NEW DRYWALL

    DEMOLISHED BRICKWORK,DRYWALLS + SANITARYWARE

    NAME

    NOTES

    DESCRIPTION

    DATEREV No.

    THE DRAWING MAY NOT BE SCALED.

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

    THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THEARCHITECT.

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SABS 0400 AND LOCALAUTHORITY REGULATIONS.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

    NOTES

    REG No 98 / 20807 / 07

    FAX + 27 (0) 21 421 0670

    dhk Architects (Pty) Ltd

    C A P E T O W N 8 0 0 1

    No. 9 SOMERSET ROAD

    TEL + 27 (0) 21 421 6803

    e-mail [email protected]

    PROJECT

    DRAWING

    CLIENT

    INFORMATION ONLY

    DRAWN

    DRAWING NUMBER

    COUNCILSKETCH

    SCALE

    PROJECT NUMBER

    DWG DATE

    REVISION

    CHECKED

    CONSTRUCTION

    PLOT DATE

    PROPOSED ALTERATIONS TO EXISTINGBUILDING ON ERF. 95934, CAPE TOWNFOR CITY VARSITY CAMPUS

    GREEN WILLOWS 153 PTY (LTD)

    SECTIONS + ELEVATIONS

    07052 0711 - dd/mm/yy*

    A1-1:100 12/13/2013 SH .

    SECTION ASCALE: 1:100

    SECTION BSCALE: 1:100

    SOUTH-EAST ELEVATIONSCALE: 1:100

    NORTH-EAST ELEVATIONSCALE: 1:100

    City Varsity Roeland Street, Cape Town South Africa

    Historical building renovation and private college installation.Council submission documentation.

  • 86

    Bay West Precinct Mall, Port Elizabeth South Africa

    Regional mall as first phase of precinct development.Design development and retail coordination.

  • 87

    IN-TAKE

    REPLENISH

    AREA

    AREA

    MAP TABLE

    MAP TABLE

    MAP TABLE

    straigh

    t

    rail

    straigh

    t

    rail

    straigh

    t

    rail

    straigh

    t

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straigh

    t

    rail

    straigh

    t

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    straight

    rail

    NORT

    H

  • 88

    new light fitting to spec

    remove brick columns

    new steel columns ( IPE 180, tostruct. eng's detail and spec.)

    new pavers as per detail layout

    new steel connection to conc.footing to eng's spec.

    new concrete footing to eng's detail

    new steel connection to existingfascia board

    WALKWAYPARKING

    existing timber canopy,gutter and fascia board

    existing conc. kerbline

    existing brickwork

    existing pavers

    DETAIL E

    DETAIL C 95.700

    new light fitting to spec

    remove brick columns

    new steel columns ( IPE 180, tostruct. eng's detail and spec.)

    new steel connection to conc.footing to eng's spec.

    new steel connection to existingfascia board

    existing timber canopy,gutter and fascia board

    existing kerb line

    DETAIL E

    DETAIL C

    bands of new different colour pavers tospec., centered on gridlines

    pavement edge with new pavers

    existing kerb

    line of demolished brick columns

    new steel column with base plate

    line of step

    line of timber beam above

    new light fitting to spec

    remove brick columns

    new steel columns ( IPE 180, tostruct. eng's detail and spec.)

    new steel connection to conc.footing to eng's spec.

    new steel connection to existingfascia board

    existing timber canopy,gutter and fascia board

    existing kerb line

    DETAIL E

    DETAIL Bexisting brick wall to be plastered& painted

    line of ramp behind wall

    new light fitting to spec

    remove brick columns

    new steel columns ( IPE 180, tostruct. eng's detail and spec.)

    new steel connection to brickplinth to eng's spec.

    new steel connection to existingfascia board

    RAMP

    PARKING

    existing timber canopy,gutter and fascia board

    existing brickwork to be plastered &painted

    DETAIL E

    DETAIL B

    double steel plates welded to top of column

    steel plate welded to top of column

    steel plate welded to steel base on top ofconcrete footing to eng's detail/spec.

    demolish existing brickcolumns

    existing brickwork to be plastered & painted

    140x19mm hardwood timber inserts on sidesof column

    10mm end-plate welded to u/s ofIPE180 post

    steel plate welded to steel base on top ofexisting brick wall

    existing brick on edge to be removed beforesteel base plate is fixed to brick plinth beforereplacing

    12mm plaster drip

    existing conc. kerb

    new pavers on edge

    conc. surface bed underpavers to be investigated.

    NAME

    NOTES

    DESCRIPTION

    DATEREV No.

    THE DRAWING MAY NOT BE SCALED.

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

    THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THEARCHITECT.

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SABS 0400 AND LOCALAUTHORITY REGULATIONS.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

    NOTES

    REG No 98 / 20807 / 07

    FAX + 27 (0) 21 421 0670

    dhk Architects (Pty) Ltd

    C A P E T O W N 8 0 0 1

    No. 9 SOMERSET ROAD

    TEL + 27 (0) 21 421 6803

    e-mail [email protected]

    PROJECT

    DRAWING

    CLIENT

    INFORMATION ONLY

    DRAWN

    DRAWING NUMBER

    COUNCILSKETCH

    SCALE

    PROJECT NUMBER

    DWG DATE

    REVISION

    CHECKED

    CONSTRUCTION

    PLOT DATE

    PROPOSED PLATTEKLOOF REFURBISHMENT

    MOMENTUM INVESTMENTS

    STEEL COLUMN DETAILSCOLUMNS 7 | 8

    11024 4408 3 27/01/2014*

    A1-As Shown 2013/11/07 JT/SH PS

    A 2014/01/22 FIRST ISSUE FOR INFORMATION SH

    PART SECTION CC_PROPOSEDSECTION THROUGH WALKWAYScale 1: 20

    ELEVATION CC_ELEVATION OFSTEEL COLUMN IN TYPICAL GRID MODULEScale 1: 20

    PLAN CC_PLAN OF PAVINGAND STEEL COLUMN IN TYPICAL GRID MODULEScale 1: 20

    PART SECTION BB_PROPOSEDSECTION THROUGH WALKWAYScale 1: 20

    ELEVATION BB_ELEVATION OFSTEEL COLUMN IN TYPICAL GRID MODULEScale 1: 20

    DETAIL B_COLUMN FOOT DETAIL SECTION (SIDE ELEVATION)Scale 1: 5

    DETAIL B_COLUMN FOOT DETAIL ELEVATIONScale 1: 5

    DETAIL C_COLUMN FOOT DETAIL SECTION (SIDE ELEVATION)Scale 1: 5

    ALL DRAWINGS TO BE READ INCONJUNCTION WITH KEY PLANFOUND ON DWG 4407

    DETAIL C_COLUMN FOOT DETAIL ELEVATIONScale 1: 5

    B 2014/01/27 DETAIL NAMES REVISED. SH

    CONSTRUCTION

    31/01/2014

    ISSUE FOR

    1 2014/01/31 FIRST ISSUE FOR CONSTRUCTION SH

    2 2014/02/27 COLUMN BASEPLATE DETAIL AMENDED WP

    3 2014/05/30 GMS POST ALTERED, QUANTITIES AMENDED WP

  • 89

    new light fitting to spec

    remove brick columns

    new steel columns ( IPE 180, tostruct. eng's detail and spec.)

    new pavers as per detail layout

    new steel connection to conc.footing to eng's spec.

    new concrete footing to eng's detail

    new steel connection to existingfascia board

    WALKWAYPARKING

    existing timber canopy,gutter and fascia board

    existing conc. kerbline

    existing brickwork

    existing pavers

    DETAIL E

    DETAIL C 95.700

    new light fitting to spec

    remove brick columns

    new steel columns ( IPE 180, tostruct. eng's detail and spec.)

    new steel connection to conc.footing to eng's spec.

    new steel connection to existingfascia board

    existing timber canopy,gutter and fascia board

    existing kerb line

    DETAIL E

    DETAIL C

    bands of new different colour pavers tospec., centered on gridlines

    pavement edge with new pavers

    existing kerb

    line of demolished brick columns

    new steel column with base plate

    line of step

    line of timber beam above

    new light fitting to spec

    remove brick columns

    new steel columns ( IPE 180, tostruct. eng's detail and spec.)

    new steel connection to conc.footing to eng's spec.

    new steel connection to existingfascia board

    existing timber canopy,gutter and fascia board

    existing kerb line

    DETAIL E

    DETAIL Bexisting brick wall to be plastered& painted

    line of ramp behind wall

    new light fitting to spec

    remove brick columns

    new steel columns ( IPE 180, tostruct. eng's detail and spec.)

    new steel connection to brickplinth to eng's spec.

    new steel connection to existingfascia board

    RAMP

    PARKING

    existing timber canopy,gutter and fascia board

    existing brickwork to be plastered &painted

    DETAIL E

    DETAIL B

    double steel plates welded to top of column

    steel plate welded to top of column

    steel plate welded to steel base on top ofconcrete footing to eng's detail/spec.

    demolish existing brickcolumns

    existing brickwork to be plastered & painted

    140x19mm hardwood timber inserts on sidesof column

    10mm end-plate welded to u/s ofIPE180 post

    steel plate welded to steel base on top ofexisting brick wall

    existing brick on edge to be removed beforesteel base plate is fixed to brick plinth beforereplacing

    12mm plaster drip

    existing conc. kerb

    new pavers on edge

    conc. surface bed underpavers to be investigated.

    NAME

    NOTES

    DESCRIPTION

    DATEREV No.

    THE DRAWING MAY NOT BE SCALED.

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECT

    THE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THEARCHITECT.

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE N.B.R. SABS 0400 AND LOCALAUTHORITY REGULATIONS.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAND.

    NOTES

    REG No 98 / 20807 / 07

    FAX + 27 (0) 21 421 0670

    dhk Architects (Pty) Ltd

    C A P E T O W N 8 0 0 1

    No. 9 SOMERSET ROAD

    TEL + 27 (0) 21 421 6803

    e-mail [email protected]

    PROJECT

    DRAWING

    CLIENT

    INFORMATION ONLY

    DRAWN

    DRAWING NUMBER

    COUNCILSKETCH

    SCALE

    PROJECT NUMBER

    DWG DATE

    REVISION

    CHECKED

    CONSTRUCTION

    PLOT DATE

    PROPOSED PLATTEKLOOF REFURBISHMENT

    MOMENTUM INVESTMENTS

    STEEL COLUMN DETAILSCOLUMNS 7 | 8

    11024 4408 3 27/01/2014*

    A1-As Shown 2013/11/07 JT/SH PS

    A 2014/01/22 FIRST ISSUE FOR INFORMATION SH

    PART SECTION CC_PROPOSEDSECTION THROUGH WALKWAYScale 1: 20

    ELEVATION CC_ELEVATION OFSTEEL COLUMN IN TYPICAL GRID MODULEScale 1: 20

    PLAN CC_PLAN OF PAVINGAND STEEL COLUMN IN TYPICAL GRID MODULEScale 1: 20

    PART SECTION BB_PROPOSEDSECTION THROUGH WALKWAYScale 1: 20

    ELEVATION BB_ELEVATION OFSTEEL COLUMN IN TYPICAL GRID MODULEScale 1: 20

    DETAIL B_COLUMN FOOT DETAIL SECTION (SIDE ELEVATION)Scale 1: 5

    DETAIL B_COLUMN FOOT DETAIL ELEVATIONScale 1: 5

    DETAIL C_COLUMN FOOT DETAIL SECTION (SIDE ELEVATION)Scale 1: 5

    ALL DRAWINGS TO BE READ INCONJUNCTION WITH KEY PLANFOUND ON DWG 4407

    DETAIL C_COLUMN FOOT DETAIL ELEVATIONScale 1: 5

    B 2014/01/27 DETAIL NAMES REVISED. SH

    CONSTRUCTION

    31/01/2014

    ISSUE FOR

    1 2014/01/31 FIRST ISSUE FOR CONSTRUCTION SH

    2 2014/02/27 COLUMN BASEPLATE DETAIL AMENDED WP

    3 2014/05/30 GMS POST ALTERED, QUANTITIES AMENDED WP

    Plattekloof Centre, Cape Town South Africa

    Internal and external centre renovation.Tender/construction documentation.

  • 90

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    AA

    AB

    3450 5250 5250 5250 5250 5250 5250 5250 5250 5250 5250 5250 5250 5250 2600 2650 6750 2600 5250 5250 5250 5250 5250 5250 5250 5250 1750 3000 4000 2200

    5250

    5250

    5250

    5250

    5250

    5250

    5250

    5250

    5250

    6025

    6025

    1500

    1800

    1500

    1800

    36 mRoom 129

    35 mRoom 131 31 m

    Room 13735 m

    Room 13935 m

    Room 14135 m

    Room 14344 m

    Room 144

    Junior Suite

    35 mRoom 142

    35 mRoom 140

    35 mRoom 138

    35 mRoom 136

    35 mRoom 134

    35 mRoom 132

    135 mApartment B101

    2 bed 133 mApartment B102

    2 bed133 m

    Apartment B1032 bed 119 m

    Apartment B1052 bed

    35 mRoom 133

    91 mCorridor B1

    35 mRoom 121

    10 mDuct

    453 mLandscaped Open Courtyard

    38 mRoom 128

    36 mRoom 127

    36 mRoom 126

    49 mRoom 124

    Junior Suite

    35 mRoom 122

    32 mRoom 118

    35 mRoom 114

    35 mRoom 112

    35 mRoom 110

    37 mRoom 107

    34 mRoom 106

    34 mRoom 105

    34 mRoom 103

    76 mRoom 102

    Executive Suite62 m

    Room 101

    Suite

    35 mRoom 109

    379 mLandscaped Open Courtyard

    35 mRoom 115

    35 mRoom 117

    35 mRoom 119

    36 mRoom 123

    35 mRoom 125

    146 mCorridor

    35 mRoom 135

    3000

    133 mApartment B104

    2 bed

    35 mRoom 113

    7 mService Lift

    6 mGuest Lift

    6 mGuest Lift

    6 mService Lift

    17 mLinen Store

    6 mDATA

    6 mApart Lift

    8 mDuct

    7.65

    68 mApartment B106

    1 bed

    69 mApartment B107

    1 bed

    4800

    9200

    4400

    4600

    7800

    4600

    4600

    8000

    5200

    8 mBOH

    5 mMeter Room

    40 mRoom 104

    4 melec

    70 mCorridor B

    6 mService Lobby

    61 mLifts Main Lobby 16 m

    Balcony B107

    16 mBalcony B106

    6 mBalcony B105

    18 mBalcony B104

    18 mBalcony B103

    18 mBalcony B102

    18 mBalcony B101

    34 mRoom 108

    4 mdata

    25 mSTAIR 3

    20 mSTAIR 2

    35 mRoom 130

    NOTE: ALL HOTEL ROOM INTERNAL LAYOUTS TO BE CONFIRMED

    23 mStair 1

    35 mRoom 120

    linen

    sliding doors

    sliding doors

    glazed roof below to later detail

    3700

    6300

    5500

    1:10 RAMP

    1:10 RAMP

    ERF BOUNDARY

    BUILDING LINE

    ERF

    BOUNDA

    RY

    BUILDI

    NG LIN

    E

    ERF BOUNDARY

    BUILDING LINE

    41022

    8645

    13581

    25000

    63659

    3899

    8

    D03E

    D03E

    D04B

    D02E

    D02E

    D19D19

    D04B

    D04B

    D19

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E D01

    E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D05E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D03E

    60min FR

    60min FR

    60min FR

    120minFR

    60min FR

    120minFR

    ?

    ?

    120minFR

    ?

    120minFR 120min

    FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR60min FR

    120minFR

    120minFR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    120minFR

    120minFR

    120minFR

    120minFR

    120minFR

    120minFR

    60min FR 60min FR60min FR

    ?

    ?

    ?

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR 60min FR 60min FR 60min FR 60min FR 60min FR 60min FR 60min FR

    60min FR

    60min FR

    60min FR

    60min FR 60min FR 60min FR 60min FR 60min FR 60min FR 60min FR 60min FR

    ?

    ?

    ?

    120minFR

    120minFR

    60minsFR

    60min FR

    60min FR

    60min FR60min FR60min FR60min FR

    60min FR

    60min FR

    120minFR

    120minFR

    120minFR

    ?

    120minFR

    ?

    ?

    ?

    ?

    ?

    ?

    60min FR

    60min FR

    D05E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    D01E

    60min FR60min FR60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    42590 4265

    4668

    5

    53332

    7440

    5300

    1740

    2254

    037

    4059

    45

    4881021360 5020 22430

    9445

    2167

    5505

    11010

    175783848 5020 5610 3100

    4320 32200

    7187

    59660

    59660

    3259

    8

    26759 14110

    1413

    6

    1730

    525

    3215

    00

    1454

    5

    9388

    26399

    6147

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    60min FR

    D19

    FHR

    FHR

    FIRE ESCAPE STAIRFIRE

    ESCAPESTAIR

    W01

    W06

    W03

    W04

    W05

    W05

    W05

    W04W03 W04 W04W04W03

    W01 W01W01 W01W01W01W01 W01

    W01

    W01

    W01

    W01

    W01

    W01

    W01

    W01 W01 W01 W01 W01W01W01W01

    W01

    W01

    W01

    W01

    W01

    W01

    W01

    W01

    W01

    165 mApartment A102

    3 bed84 m

    Apartment A1031 bed

    79 mApartment A101

    1 bed

    FHR

    W06

    W02W02 W02 W02W02W02W02

    D20

    D20

    D04B

    D21B

    D03E

    D05E

    D01E

    D21B

    D02E

    D01E

    W01

    4927 4940

    4940

    4940

    4940

    4940

    FHR

    FHR

    FHR

    D21B

    118

    D19

    D08D22

    DWG. No. ---

    Pool

    DWG. No. ---

    Pool

    DWG. No. ---

    Section 20

    DWG. No. ---

    Section 20

    DWG. No. ---

    Section 21

    DWG. No. ---

    Section 21

    DWG. No. ---

    Section 1

    DWG. No. ---

    Section 1

    DWG. No. ---

    Section 23

    DWG. No. ---

    Section 23

    Class of fire door. Fire rating (minutes).A 60B 120C 120D 120E 30F 30

    Fire Door Legend

    WEST

    EAST

    N-E

    N-W

    S-W

    S-E

    NORTH

    dhk Architects Namibia (Pty) Ltd

    No. 11 Daniel Tjongorero Str.

    PO 653, Swakopmund, Namibia

    TEL + 264 64 40 2858

    FAX + 264 64 40 4278

    e-mail [email protected]

    REG No 98 / 20807 / 07

    PROJECT

    CLIENT

    DRAWING

    PROJECT NUMBER DRAWING NUMBER REVISION PLOT DATE

    SKETCH COUNCIL INFORMATION ONLY CONSTRUCTIONSCALE DWG DATE DRAWN CHECKED

    NOTESTHE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITEC

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH N.B.R. SABS 0400 AND LOCALAUTHORITY REGULATIONS.

    ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAN

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECTTHE DRAWING MAY NOT BE SCALED.

    2015-02-1908:26:12

    AM

    A1 - As indicated

    BROLL NAMIBIA

    06100 0753Author Checker

    *

    oboOLTHAVER & LIST

    NEW KEMPINSKI HOTELSWAKOPMUND, NAMIBIAERF 4743

    0750 COUNCIL PLANS

    First Floor Layout

    ISSUED FOR

    2012/05/28

    COUNCIL

    1:200____

    DOOR TYPEFIRE

    DOORCLASS

    WINDOW TYPE

    REV.No DATE DESCRIPTION NAME

    A Ground Floor4.60

    B First Floor7.65

    1234567910111213141520222324252830

    Lower Ground Floor4.00

    21 19 18

    A First Floor9.05

    A Second Floor12.10

    A Roof15.15

    B Second floor10.70

    B Third Floor13.75

    B Roof16.80

    3450

    3050

    3050

    3050

    2650

    3835 2200 4000 3000 1750 5250 5250 5250 5250 5250 5250 5250 5250 2600 6750 5250 5250 5250 5250 5250 5250 5250 10500 5250 5250 5250 5250 5250 3450

    4450

    3050

    3050

    8

    T/O Archi Feature19.45

    31 161727 2629

    agreed existing ground datum level agreed existing ground datum level

    13m height restriction 13m height restriction

    1300

    0

    1300

    0

    architectural feature architectural featurebehind

    illuminated signage

    externalcladding

    panels

    timber shutters

    timber pergolaplastered brick sliding weather screens

    retail space glass shopfrontstimber pergola above walkway

    230mm brick wall upstand plant boxes

    atrium glazing

    external cladding panels

    glass restaurant &lounge windows &

    foldable doors

    timber sliding screens glass balustrades

    timber pergola

    plastered brick

    250mm rc slab canopy over balcony

    screen behind

    1000

    1000

    1000

    A Ground Floor4.60

    B First Floor7.65

    1 2 3 4 5 6 7 9 10 11 12 13 14 15 20 22 23 24 25 28 30211918

    B Second floor10.70

    B Third Floor13.75

    B Roof16.80

    383522004000300017505250525052505250525052505250525026006750525052505250525052505250525052505250525052505250525052503450

    8

    3050

    3050

    3050

    3050

    3116 17 2726 29

    agreed existing ground datum level agreed existing ground datum level

    13m height restriction 13m height restriction

    1300

    0

    plastered brick glazingRC canopy

    glazedhotel roomwindows/doors

    roller shutterdelivery entrance

    doors

    vegetation boxes glazedmeeting roomwindows

    atrium entrance glazing

    RC Entrance Canopy

    timber pergolaplastered brick

    sliding screens

    louvre

    1000

    1000

    1000

    1000

    1000

    A Ground Floor4.60

    EB

    A First Floor9.05

    A Second Floor12.10

    A Roof15.15

    5200 8000 4600 4600 7800 4600 3000

    3050

    3050

    4450

    A

    T/O Archi Feature19.45

    DC

    1d 1e

    G

    2e2d

    F J

    agreed existing ground datum level

    13m height restriction

    sliding weather screensRC roof

    plastered brick extraction louvre planterboxes

    1300

    0

    1940 3590 5530

    B First Floor7.65

    EL B

    Lower Ground Floor4.00

    H

    B Second floor10.70

    B Third Floor13.75

    B Roof16.80

    3050

    3050

    3050

    3650

    4800 9200 4400 12400 4600 4600 8000 5200

    AK

    T/O Archi Feature19.45

    D CG F

    agreed existing ground datum level

    13m height restriction

    1300

    0

    Architectural Feature

    timber pergola

    timber divider screens

    RCcanopy

    plastered brick

    sliding weather screensexternal cladding panels

    illuminated signage

    timber shutters

    timber pergola

    glazing

    1000

    1000

    1000

    N o r t h E l e v a t i o n

    S o u t h E l e v a t i o n

    dhk Architects Namibia (Pty) Ltd

    No. 11 Daniel Tjongorero Str.

    PO 653, Swakopmund, Namibia

    TEL + 264 64 40 2858

    FAX + 264 64 40 4278

    e-mail [email protected]

    REG No 98 / 20807 / 07

    PROJECT

    CLIENT

    DRAWING

    PROJECT NUMBER DRAWING NUMBER REVISION PLOT DATE

    SKETCH COUNCIL INFORMATION ONLY CONSTRUCTIONSCALE DWG DATE DRAWN CHECKED

    NOTESTHE DESIGN ON THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITEC

    ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH N.B.R. SABS 0400 AND LOCALAUTHORITY REGULATIONS.

    ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON SITE BEFORE WORK IS PUT IN HAN

    ANY DISCREPANCIES ARE TO BE IMMEDIATELY REPORTED TO THE ARCHITECTTHE DRAWING MAY NOT BE SCALED.

    C 2015-02-1908:29:36AMA1 - 1 : 200

    BROLL NAMIBIA

    06100 30012012/01/20 JE JE

    * *

    oboOLTHAVER & LIST

    NEW KEMPINSKI HOTELSWAKOPMUND, NAMIBIAERF 4743

    3000 GENERAL ELEVATIONS

    Elevations

    W e s t E l e v a t i o nE a s t E l e v a t i o n

    ISSUED FOR

    2012/05/28

    COUNCIL

    REV.No DATE DESCRIPTION NAME

    2012/01/20 THIS DRAWING REPLACES PREVIOUS DWG. NR.1_300

    JE

    A 2012/03/08 ISSUED FOR CONCEPT SIGN-OFF JEB 2012/05/08 FENESTRATION TO APARTMENTS REVISED,

    GROUND FLOOR DATUM LEVELS ADDEDJE

    C 2012/05/25 ISSUED FOR COUNCIL APPROVAL JE

    Kempinski Hotel, Swakopmund Namibia

    New hotel situated on the Swakopmund breakwater.Marketing drawings and council submission documentation.

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