Luba Nomhlekazi Nkiwane An Architecture Portfolio with projects from 2018 - 2022
a dialogue between object and ritual pg 2 pg 4 pg 14 pg 26
vitae For the Local, For the Immigrant
the Aesthete
Experience Projects
“for the culture”
Curriculum
For
Work
My architecture work is centred around anthropological questions. How does our history or our culture whether social or material influence how we relate to space? What symbols and social practices go unrecognised in our individual cultures? What is neglected so that we may embrace the universal?
I embrace my positionality, defined by the zeitgeist, my heritage and culture but also by the experiences I have accumulated.
NAME
SURNAME
DATE OF BIRTH
AGE
NATIONALITY
PHONE NUMBER
EMAIL ADDRESS
Luba Nomhlekazi
Nkiwane 11/12/1997
25 years
Zimbabwean
+393311258078
lubanomhle@gmail.com
WHO AM I
Tomba Brion, Photo taken by Iva Popovska (Altivole: 2022)
Education/Qualifications
Competitions and Awards
2010-2015
Girls’ College Bulawayo (Zimbabwe)
Studied Maths, Physics and Art for A level
2016-2018 University of Cape Town (South Africa)
Bachelor in Architectural studies
2020-present Università IUAV di venezia (Italy) Master in Architecture
Work Experience
2017 Muhle Architects, Johannesburg (South Africa) Interned for 2 weeks in my 2nd year of Bachelor’s studies
2019 Professional Design Studio, Bulawayo (Zimbabwe)
Designing and drawing residential and small scale commercial projects
2020 ASA Design Ltd. Kigali (Rwanda)
Various research on biodigestors and designing for pandemics
https://www.activesocialarchitecture.com/research
Participated in various social architecture projects: drawings, renders, site visits
2021 Venice Biennale 2021 installation titled Liquid Geographies, Liquid Borders with Mpho Matsipa and Olalekan Jeyifous (Italy) Assisted with installation
2022
Kungsthaus Bregenz in Venice (Italy) Visitors Service for the exhibition
Leadership Positions
2015 Secretary at Girls’ College Toastmasters’ Society
2017 Engineering Head Tutor at Glendower Residence, University of Cape Town (UCT)
2017 Mentor at Glendower Residence, UCT
2018 Mentor at Archifemme for junior female students
2018 Committee member facilitating a student lead academic week for undergraduate architecture
2019 Visual Artists’ Association of Bulawayo Committee
2020 Founder of Bandiwhilila
2022 Kungsthaus Bregenz in Venice (Italy) Visitors Service for the exhibition
2018 Nominated as UCT candidate for Norman Foster travelling scholarship
2018 Dean’s merit list for grades
2018 Academic award at Liesbeek Gardens Residence, UCT
Volunteering Experience
2010 Participated as a case study in Soroptimists’ projects focused on the Zimbabwean girl child
2019 Volunteer at “Do it for the kids” (DIFTK) (Zimbabwe)
Other Skills
Strong research and writing skills
Musically literate, ABRSM certificate in Piano
Excellent communication skills
Hand Drafting
Languages
Fluent in English
Native language is Ndebele
A2 in Italian
Computer Skills
Adobe photoshop
Adobe Indesign
Adobe Illustrator
Microsoft Office Suite
Autocad Archicad Rhino Revit
Website
https://bandiwhilila.wixsite.com/website
FOR THE LOCAL FOR THE IMMIGRANT
Development project in Wynberg, 2018
Cape Town, South Africa
The main road was one of the first dominant routes established towards the inner mainland stretching from the city of Cape Town to Simon’s town by European settlers. Wynberg naturally developed as an independent settlement after functioning initially as a commercial strip.
Currently, post-apartheid Cape Town is marketed as a “world class city” attracting foreign attention and investment from transnational monopolies. There has been a growing restlessness amongst many Cape Town communities who feel politically and socio-economically neglected.
Unlike many neighbourhoods fighting gentrification, Wynberg’s variety of rhythms clash in dissonance with the singular perspective. Wynberg is a cultural kaleidoscope with a vibrant main road occupied by African immigrant enterpreneurs. My intention in this project was to celebrate the human scale, spatial practices in the community.
Wynberg is rapidly increasing in population and its urban fabric, along the main road is densfying due to urban redevelopment projects. My design proposal pays attention to the human scale by first gently drawing pedestrians in. My building is fragmented unlike many monolithic buildings along the road, it mimics the fragmentation of the city, with multiple interventions coexisting.
I imagined this to be a place that interrogates functions that are opposite (civic and commercial) and similar (indoor vs independent small shops) to create a space fused with an organic interactions of different dialectic entities. Functional variety contributes positively to the overall
The functions I chose for the ground floor
Commercial:
-A restaurant
-An array of shops, from single stalls
indoor and outdoor and an indoor market
Civic:
-A pediatric hospital
-A pharmacy
-Proposed nursery school (beyond the site)
Social green space of convergence
Pre-existing residential buildings of maximum 2 storey height
Multifunctional, multistory buildings; public function on ground floor and accommodation on the other floors
6
My design proposal
SOCIAL GREEN SPACE
Previously a car park, reclaiming the city for people, parking is now underground
SURROUNDING BUILDINGS
Suburban development surrounding the site
PROPOSAL
HIGH RISE DEVELOPMENT
public ground floor with accommodation on floors above
The red line marks the boundary of my site
NURSERY Proposed nursery to foster a sense of community
LIMINAL SPACES
Creating pockets of spaces for social interactions and linking them with other pockets/courtyards
DROP OFF
For proposed nursery
URBAN FRONT
To maximize commerce along the mainroad but with courtyards for social interactions
7
I conducted an analysis of spatial occupation.
Along the mainroad one can identify a kaleidoscope of activities. I studied how these victorian street fronts are occupied by independent and mostly foreign vendors. Their occupation of these shops does not follow any spatial regularity. I have tried to document how the body relates to these spaces and how people interact between the shops and the streets.
8
Wynberg Intervention, Sectional Elevation AA, (Scale 1:250)
Wynberg Intervention, Sectional Elevation BB, (Scale 1:250)
Wynberg Intervention, South Elevation, (Scale 1:250)
9
10 C C A B
A B
Wynberg Intervention, Ground Floor Plan, (Scale 1:250)
Wynberg Intervention, Basement Plan, (Scale 1:750)
Wynberg Intervention, First Floor Plan, (Scale 1:750)
Wynberg Intervention, Second Floor Plan, (Scale 1:750)
Wynberg Intervention, Third Floor Plan, (Scale 1:750)
11
Wynberg Intervention, Section CC,
1:75)
(Scale
FOR THE AESTHETE
A project in Alhambra, 2021
Granada, Spain
In collaboration with Iva Popovska
The Blackbox, Interior Render
In Julie Mehretu’s painting you look and try to comprehend the intermingling of shapes that are not quite shapes and spaces that are not quite spaces. It is in this palimpsest of the political, cultural, the fervour and the agitation that you find yourself adrift. The circumstances that define this piece happen across a sea (the Mediterranean) from Alhambra, and centuries after its conception but boundaries and time are known to be deceptive. The lens of space and time shows us connections, overlaps, intersections that immerge once you squint at these projections. A feeling of unease might creep onto your conscious, those swooping coloured lines and those harsh charcoal scribbles coax you, and attempt to seduce you, to perhaps think in between and beyond them. Regardless the aesthete gazes lazily and proceeds to the next canvas. To him art is the real wonder. Stillness becomes movement and space is no longer a projection, it is literal in the water temple precedent by Tadao Ando.
16
Julie Mehretu, A Painting in Four Parts: Part 2, “Mogamma”, (Egypt: 2012)
Precedent
Precedent
Contrarily to Mehretu, Ando’s project has an agenda in its undeniable symbolism and bold geometry. There is an axis, there is a path and there is no ambiguity. He has guilefully drawn a space for sensory gluttony. The aesthete is consumed, pulled, and tugged by vices of light, materiality, and colours whilst the Buddha statue observes. This project seeks to recognize the context in its depth and its nuances. The site is regarded as a series of processes and ritualistic practices and meditations, but it is the aesthete we are particularly motivated to entice. It is the end result that is important to him. He looks upon the undulating hills and the wash of red contrasting with the forest green of Alhambra but in the distance, there is a faint chanting, if one concentrated they might almost dare to say they can hear a cante chico tune as well.
17 IN COLLABORATION WITH IVA POPOVSKA (IUAV)
Tadao Ando, Water Temple, (Higashiura: 2012)
18
Alhambra site, Plan, “The project consists of 3 interventions”, (Scale 1:5000)
Generalife Viewpoint, Axonometric, (Scale 1:1000)
Meersman accommodation, Axonometric, (Scale 1:750)
The Blackbox, Axonometric, (Scale 1:750)
19 IN COLLABORATION WITH IVA POPOVSKA (IUAV)
GSPublisherVersion 0.0.100.100
20 B B B B A A A A A A A
Generalife Gardens-Viewpoint 2, Ground floor and third floor plan, (Scale 1:400)
Generalife Gardens-Viewpoint 1, Ground floor and third floor plan, (Scale 1:400)
21 IN COLLABORATION WITH IVA POPOVSKA (IUAV)
Generalife Gardens-Viewpoint 2, Section AA, (Scale 1:250)
Generalife Gardens-View point, Render
Meersman Accommodation, Ground floor and First floor plan, (Scale 1:1000)
Meersman Accommodation, North Elevation, (Scale 1:400)
Meersman Accommodation, South Elevation, (Scale 1:400)
Meersman Accommodation, West Elevation, (Scale 1:400)
22 A B D A B A A B B
Cement 25cm
Charcoal 15cm
Earth
Vertical timber cladding
Cavity
Wooden batten
Heraklith-Wood
Heraklith-
Wooden batten
Damp Prove Membrane
Vertical Timber cladding
Existing brick wall
Meerman Accommodation, Detail, (Scale 1:50)
23 IN COLLABORATION WITH IVA POPOVSKA (IUAV) 1 2
2- Floor Filling
Horizontal Wooden Planks
Damp Prove Membrane
Heraklith- Wood wool insulation 10mm
1-Wall filling
wool insulation (2.5mm) x 2
Wood wool insulation 10mm
24 A B B GSPublisherVersion 0.3.100.100 A A A A
The Blackbox, Second floor plan, (Scale 1:400)
The Blackbox, Ground floor plan, (Scale 1:400)
The Blackbox, Section CC, (Scale 1:400)
30mm timber roof deck
125mm cellulose insulation
20mm timber fly deck fastened with steel L clips
100x100mm hanging timber joints fastened with steel brackets
75x225mm timber purlins
300x500mm HSS steel purlins
2- Floor
Horizontal timber plank flooring pipe encased with builder’s stone
550mm concrete mold with sealer waterproofing compacted earth fill
300x500mm HSS steel beams
75x150mm timber purlins
25 IN COLLABORATION WITH IVA POPOVSKA (IUAV) GSPublisherVersion 0.0.100.100
The Blackbox, Detail, (Scale 1:75)
1- Roof
WORK EXPERIENCE PROJECTS
Professional Design Studio, Zimbabwe 2019
ASA Studio, Rwanda, 2020
IN COLLABORATION WITH BARBARA GIORDANO
ASA Studio, RLS Library, “Render”,(Rwanda: 2020)
ASA Studio, Umubano Extension, “Render”,(Rwanda: 2020)
ASA Studio, Umubano Extension, “Working drawings”, (Rwanda: 2020)
29
IN COLLABORATION WITH BARBARA GIORDANO 3 1 0 6 8 +0 250 +3 527 B A 1 2 250 045 0 45 0 45 0 15 0 30 1 00 0 93 410 2 67 3 50 198 033 2 60 0 12 0 18 0 13 0 18 0 14 0 17 0 16 0 17 0 17 0 17 0 18 0 95 0 80 0 32 0 93 0 07 2 21 0 61 0 10 0 89 1 63 4 81 340 6 4 4 37 1 75 157 3 22 0 0 0 0 5 0 15 +0 00 A A FF Rough emen 2 3 4 5 Meta co umn to car r y roo str uctur e 80x40x3 mm Stone masonr y bench w th water proof cement r ender ng Stone masonr y r eta n ng wa w th water proof cement r ender ng Stone masonr y and rough cemen f n sh sta r s Meta co umn o car r y roof s r uctur e 80x40x3 mm Water proof cement r endering on back r est Ex st ng cobb e stone r amp Ex st ng curb Scr eed jo nts Floor Plan EXISITING LIBRARY SLOPE 6% GENERA Copy draw ng Con ract d mens o d g d screpa W t d d n st ct a autho e nat ona he e ev as may b Th s h spec ca ASA D Issue UM LIBR EXT K cuk K ga i 24 06 202 01 Sec A Par 24 0 scal 1:50 0 4 0 0 5 0 5 0 1 9 8 3 3 8 0 0 0 0 0 90 0 50 0 40 1 10 2 4 8 1 5 1 48 0 13 0 76 0 76 0 76 0 70 0 79 0 77 0 77 0 86 0 62 A A B B Metal prof e pur ins 80x40x2mm w th 0 77m C/C embedded n the brick wa PVC downp pe from gutter to cobble stone pav ng Iron sheet roo extens on Re nforced cemen scr eed 80mm Br ck hard cor e 200mm Gr ave and cement b nd ng Stone masonr y r eta ning wa and bench w th water proof cement r ender ng Ex st ng cobble stone pav ng a s 1 00 Section AA
FIXED-DOME BIODIGESTER Design Conditions
1. The slurry overflow outlet must be higher than the slurry bed/slurry distribution channel (to prevent backwash into the digester)
2. The digester inlet must be at least 0.3m higher than the slurry overflow outlet
3. The gas outlet must be situated as close to the top of the gas holder as possible and at least 0.1m higher than the slurry overflow outlet (to prevent clogging with scum)
4. The generator should be located away from trees (where roots can interfere with the structure) and 30m from water supplies (to avoid possible contamination)
5. The generator should not be built ontop of or be situated beneath a throughway for heavy machinery
6. The outlet pipe/channel of the digester is fully accessible from the manhole of the displacement tank to enable unblocking
inlet chamber
bio-digester
compensation tank/ expansion chamber
30
manhole
(Design, construction and maintenance of a biogas generator, 2020) (Public toilet with biogas plant and water kiosk Naivasha, Kenya, 2020)
ASA Studio, Biodigestor Research, (Rwanda: 2020)
BIOGAS DEMAND VS ANTICIPATION BIOGAS YIELD
If primary reason for construction is based on biogas demand then the gas holder must be designed to cover the peak consumption rate (VG1)
If the primary reason for construction is safe excreta treatment/disposal then the gas holder must be designed to cover the longest period of zero consumption (VG2)
Anticipated biogas yield (YB) from the digestion of human manure is about 40 litres per head per day. Hence, estimated biogas yield from all 100 people is:
YB (biogas yield) = 40 litres x 100 people = 4000l/d
SCALING OF GASHOLDER
– If the gasholder capacity is insufficient, part of the gas produced will be lost
The gasholder must therefore be made large enough to [4]:
cover the peak consumption rate (VG1)
hold the gas produced during the longest zeroconsumption period (VG2), – furthermore, the gasholder must be able to compensate for daily fluctuations in gas production. These fluctuations range from 75 % to 125 % of calculated gas production.
Daily gas yield is ca. 2,700 liter, therefore mean hourly biogas production (YM) is:
YM (mean hourly biogas production) = 4000/24 = 167 l/h
The mean biogas flow required for one oven burner is 200 l/h
(Mateescu, 2017) for 2 oven burners it is 400l/h
400 - 167 = 233
The longest period of biogas consumption is 3 hours
VG1 = 233 x 3 = 699l
The longest interval between periods of consumption
VG2 = 167 x 9 = 1503 l
The primary reason for construction is safe excreta treatment/disposal thus this gas holder must be designed to cover the longest period of zero consumption (VG2). There must be a safety margin of 25%, the gasholder volume (VG) is thus:
VG (gas holder volume) = 1503 x 1.25 = 1878.75 = 1880 l
SCALING OF DIGESTOR
Largely depends on waste added
– The detention volume (VD), is determined by the product of the chosen detention time and the daily substrate input quantity
The retention time (HRT) indicates the period spent by the feed material in the digester
– unheated biogas plant temperature is assumed to be 1-2K in the digestor
– The retention time (HRT) is usually 60 - 80 days
Daily amount of toilet water (Q) produced by 100 people (at a specific toiletwater production of 5 liters per person per day) is:
Q= 100 x 5 = 500 l/d
The chosen HRT is 60 days
VD = 500 x 60 = 30000
31 –
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(Training Material on Biogas Sanitation, 2020)
ASA Studio, Biodigestor Research, (Rwanda: 2020)
Professional Design Studio, Clinic, “Working Drawings”, (Zimbabwe: 2019)
32 Reception/ records wc wc wc Store room Waiting area wc wc urinal whb whb whb whb CIRCULATION 9.9m2 Female Toilet Male Toilet Consultation Treatment Examination 16.3m2 Altro K30 or similar approved 17.4m2 16.3m2 15.9m2 Reception office ab ab ab ab ab ab ab ab ab 17080 Drainage duct whb whb 7.7m2 7.3m2 17.6m2 cpd cpd cpd RC beam over to Engineer's specification Servery counter Tread=490mm Riser =170mm W02 W02 W02 W03 W03 ab ab W04 W02/W02 2.1m high demountable timber partitions to Manufacturer's specifications 2.1m high demountable timber partitions to Manufacturer's specifications 2.1m high demountable timber partitions to Manufacturer's specifications D01 D01 D01 D01 D01 GRILL GATE D02 D02 D04 D04 D04 D01 D01 D06 D03 Bench whb (Window light= 14.2%) (Window light= 13.8%) (Window light= 13.8%) (window light=19.4%) (window light=34%) (window light=22.5%) 30m FHR 9kg CO2 fire ext. 9lt water type fire extinguisher W04 (PIPE LENGTH= 39430mm) A g g 110mm p.v.c pipe laid at 1:60 fall trh trh trh trh trh grab rail grab rail svp ramp localised ramp localised ramp localised @ ± 0.425 @ ± 0.510 1:48 fall 230 230 3540 2000 230 2640 230 11749 Shelving Shelving 626 2017 230 230 5642 230 230 10404 @ ± 0.510 W04 W04 W04 W04 ab ab ab ab ab ab ab D03 230 2640 230 1500 230 1100 230 1500 230 1970 230 1500 230 1100 230 1500 230 1710 1200 1:48 fall W01 W01 W01 W01 by the Architect Altro K30 or similar approved by the Architect Altro K30 or similar approved by the Architect Altro K30 or similar approved by the Architect 17.4m2 (window light=19.4%) Altro K30 or similar approved by the Architect Altro K30 or similar approved by the Architect Altro K30 or similar approved by the Architect Altro K30 or similar approved by the Architect Altro K30 or similar approved by the Architect Altro K30 or similar approved by the Architect 2642 230 115 1085 230 877 115 1000 50 1000 50 1000 50 1500 230 RC beam over to Engineer's specification 230 230 2834 230 2833 230 2833 230 3000 115 2000 230 A 1200 115 3310 230 3000 230 230 6150 230 3000 230 795 10405 230 2413 230 1200 115 877 230 230 230 4650 E A B C D F 23080 1 2100 DO5 D02 W05 FLOOR PLAN(743m2) SCALE: 1:100 D02 1 2 3 4 5 6 7 8 9 15 1500 1500 1500 1500 1500 1500 1500 1500 1500 10 11 12 13 14 16 1500 1500 1500 1500 1500 1500 2 3 4 5 6 7 8 9 15 10 11 12 13 14 16 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 G H E A B C D F G H 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 SCALE: 1:100 NORTH EAST ELEVATION MEDICAL ASSOCIATION INSIGNIA N.G.L @ ± 0.000 F.F.L @ +0.140 Plaster and paint to approved colours B.O.E cill with dpc under WINDOW HEAD @+3000 Conc copping with dpc under 1 2 3 4 5 6 7 8 9 15 10 11 12 13 14 16 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 SCALE: 1:100 SOUTH EAST ELEVATION SCALE: 1:100 SOUTH WEST ELEVATION N.G.L @ ± 0.000 F.F.L @ +0.140 Plaster and paint to approved colours B.O.E cill with dpc under WINDOW HEAD @ +3000 Conc copping with dpc under G.I flashing Chromadech roof sheets SCALE: 1:100 SECTION A-A Male Toilet Circulation N.G.L @ ± 0.000 F.F.L @ ± 0.140 Altro K30 wall finish to all walls or similar by the Architect B.O.E cill with dpc under dpc dpc 230x690mm conc footings 150mm rc slab on well compacted and termitised inert hardcore fill Provide 230x575mm conc footings under all 115mm walls WINDOW HEAD @ ± 2.400 WALL PLATE LEVEL @ +3.150 Conc copping with dpc under G.I flashing Chromadech roof sheets secured onto 50x50mm steel purlins @ 1200c/c max spacing on steel trusses to Structural Engineer's specifications ROOF NOTES Roof pitch 3° 6mm tapboard ceiling on 38x38mm brandering @ 400c/c max spacing Foundation depth and structural specifications to Eng.'s specifications R C ring beam to Eng.specifications 2.1m high demountable timber partitions to Manufacturer's specifications 230x690mm conc footings N.G.L @ ± 0.000 F.F.L @ +0.510 Plaster and paint to approved colours Conc copping with dpc under A B C D E F G 1500 1500 1500 1500 1500 1500 1500 H H G F E D C B A 1500 1500 1500 1500 1500 1500 1500 A B C D E F G 1500 1500 1500 1500 1500 1500 1500 H SCALE: 1:100 NORTH EAST ELEVATION MEDICAL ASSOCIATION INSIGNIA N.G.L @ ± 0.000 F.F.L @ +0.140 Plaster and paint to approved colours B.O.E cill with dpc under WINDOW HEAD @+3000 Conc copping with dpc under 1 2 3 4 5 6 7 8 9 15 10 11 12 13 14 16 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 SCALE: 1:100 SOUTH EAST ELEVATION SCALE: 1:100 SOUTH WEST ELEVATION N.G.L @ ± 0.000 F.F.L @ +0.140 Plaster and paint to approved colours B.O.E cill with dpc under WINDOW HEAD @ +3000 Conc copping with dpc under G.I flashing Chromadech roof sheets SCALE: 1:100 SECTION A-A Male Toilet Circulation N.G.L @ ± 0.000 F.F.L @ ± 0.140 Altro K30 wall finish to all walls or similar by the Architect B.O.E cill with dpc under dpc dpc 230x690mm conc footings 150mm rc slab on well compacted and termitised inert hardcore fill Provide 230x575mm conc footings under all 115mm walls WINDOW HEAD @ ± 2.400 WALL PLATE LEVEL @ +3.150 Conc copping with dpc under G.I flashing Chromadech roof sheets secured onto 50x50mm steel purlins @ 1200c/c max spacing on steel trusses to Structural Engineer's specifications ROOF NOTES Roof pitch 3° 6mm tapboard ceiling on 38x38mm brandering @ 400c/c max spacing Foundation depth and structural specifications to Eng.'s specifications R C ring beam to Eng.specifications 2.1m high demountable timber partitions to Manufacturer's specifications 230x690mm conc footings N.G.L @ ± 0.000 F.F.L @ +0.510 Plaster and paint to approved colours Conc copping with dpc under A B C D E F G 1500 1500 1500 1500 1500 1500 1500 H H G F E D C B A 1500 1500 1500 1500 1500 1500 1500 A B C D E F G 1500 1500 1500 1500 1500 1500 1500 H MEDICAL ASSOCIATION INSIGNIA Plaster and to approved B.O.E cill with dpc WINDOW Conc copping dpc under 1 2 3 4 5 6 7 8 9 15 10 11 12 13 14 16 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 SCALE: 1:100 SOUTH EAST ELEVATION SCALE: 1:100 SOUTH WEST ELEVATION N.G.L @ ± 0.000 F.F.L @ +0.140 Plaster and paint to approved colours B.O.E cill with dpc under WINDOW HEAD @ +3000 Conc copping with dpc under G.I flashing Chromadech roof sheets SCALE: 1:100 SECTION A-A Male Toilet Circulation N.G.L @ ± 0.000 F.F.L @ ± 0.140 Altro K30 wall finish to all walls or similar by the Architect B.O.E cill with dpc under dpc dpc 230x690mm conc footings 150mm rc slab on well compacted and termitised inert hardcore fill Provide 230x575mm conc footings under all 115mm walls WINDOW HEAD @ ± 2.400 WALL PLATE LEVEL @ +3.150 Conc copping with dpc under G.I flashing Chromadech roof sheets secured onto 50x50mm steel purlins @ 1200c/c max spacing on steel trusses to Structural Engineer's specifications ROOF NOTES Roof pitch 3° 6mm tapboard ceiling on 38x38mm brandering @ 400c/c max spacing Foundation depth and structural specifications to Eng.'s specifications R C ring beam to Eng.specifications 2.1m high demountable timber partitions to Manufacturer's specifications 230x690mm conc footings N.G.L @ ± 0.000 F.F.L @ +0.510 Plaster and paint to approved colours Conc copping with dpc under A B C D E F G 1500 1500 1500 1500 1500 1500 1500 H H G F E D C B A 1500 1500 1500 1500 1500 1500 1500 A B C D E F G 1500 1500 1500 1500 1500 1500 1500 H
Professional
33 DRY STORE WASTE DISPOSAL COLD STORE DELIVERY ASSEMBLY OF MEALS s/s sink SCULLERY FOOD PREPARATION working/cutting surface to detail SERVERY COUNTER dish rack Fridge Bain marie Fume extraction hood above by specialist KITCHEN Shelving to detail Stove by specialist 29.5m² 2.8m² 3.1m² 4.2m² Concrete pavers 3.9m² Industrial vinyl sheeting 29.5m² Industrial Vinyl sheeting Security checking point Shelving to detail Industrial Vinyl sheeting s/s sink iii iii Snack and soda vending machines shelving 5270 5270 5270 5270 5035 5035 PLAN OF KITCHEN SCALE 1:50 90x90x8mm thick angle iron bolted to wall and vanity top concrete with 20mm layer for vanishing 19mm blockboard shelves of polished granite single glazing B.O.E cill with d.p.c under d.p.c N.G.L @ ± 0.000 F.F.L @ +0.150 Industrial vinyl sheeting on 40mm screed Industrial vinyl sheeting on 230mm brick wall wall hanging rack 115mm brick wall SCULLERY DRY STORE 115mm single brick wall plastered and painted with vinyl sheeting 19mm blockboard shelves for vanishing on 38x19mm sw bearers Metal shelving supported by metal brackets Bracket welded to shelving and fixed to wall by (countersunk) screws 100mm mesh reinforced dpm with DPC at wall specifications on a layer of concrete bed to engineer's Industrial vinyl sheeting on 230mm brick wall 2.8m² iii iii 5270 PLAN OF KITCHEN SCALE 1:50 WORKING/CUTTING SCALE aluminium frame window single glazing B.O.E cill with d.p.c under N.G.L @ ± 0.000 F.F.L @ +0.150 SCALE 1:20 PANTRY AND SCULLERY SHELVING DETAIL wall hanging rack with 6 steel hooks 115mm brick wall SCULLERY DRY STORE 115mm single brick wall plastered and painted with vinyl sheeting 19mm blockboard shelves for vanishing Metal shelving supported by metal brackets Bracket welded to shelving and fixed to wall by (countersunk) screws DRY STORE WASTE DISPOSAL COLD STORE DELIVERY ASSEMBLY OF MEALS s/s sink SCULLERY FOOD PREPARATION working/cutting surface to detail SERVERY COUNTER dish rack Fridge Bain marie Fume extraction hood above by specialist KITCHEN Shelving to detail Stove by specialist 29.5m² 2.8m² 3.1m² 4.2m² Concrete pavers 3.9m² Industrial vinyl sheeting 29.5m² Industrial Vinyl sheeting Security checking point Shelving to detail Industrial Vinyl sheeting s/s sink iii iii Snack and soda vending machines shelving 5270 5270 5270 5270 5035 5035 PLAN OF KITCHEN SCALE 1:50 WORKING/CUTTING SURFACE DETAIL SCALE 1:20 90x90x8mm thick angle iron bolted to wall and vanity top 75mm thick insitu concrete with 20mm layer for vanishing on 38x19mm sw bearers 19mm blockboard shelves of polished granite aluminium frame window single glazing B.O.E cill with d.p.c under d.p.c N.G.L @ ± 0.000 F.F.L @ +0.150 Industrial vinyl sheeting on 40mm screed Industrial vinyl sheeting on 230mm brick wall SCALE 1:20 PANTRY AND SCULLERY SHELVING DETAIL wall hanging rack with 6 steel hooks 115mm brick wall SCULLERY DRY STORE 115mm single brick wall plastered and painted with vinyl sheeting for vanishing on 38x19mm sw bearers Metal shelving supported by metal brackets Bracket welded to shelving and fixed to wall by (countersunk) screws 100mm mesh reinforced dpm with DPC at wall specifications on a layer of and slab junctions concrete bed to engineer's Industrial vinyl sheeting on 230mm brick wall
s/s sink SCULLERY working/cutting surface to detail dish rack Fridge Bain marie Fume extraction hood above by specialist A A TYPICAL SECTION THROUGH SCALE 1:20 WORKTOP aluminium frame window single glazing B.O.E cill with d.p.c under d.p.c N.G.L @ ± 0.000 F.F.L @ +0.150 PANTRY AND SCULLERY SHELVING DETAIL for vanishing on 38x19mm sw bearers wall hanging rack 115mm brick wall SCULLERY DRY STORE 115mm single brick wall plastered and painted with vinyl sheeting for vanishing on 38x19mm sw bearers GROUND FLOOR REAR ELEVATION SECTION AA vending machines shelving Vitrified ceramic tile finish on 30mm screed and 100mm concrete bed layer of 350 micron dpm on sand blinding on 150mm well compacted hardcore 82.3m² Stainless steel tables Vitrified ceramic tiles SCALE 1:100 SCALE 1:100 SCALE 1:100 SCALE 1:20 Vinyl sheeting Shelving to detail Security checking point Industrial Vinyl sheeting 29.5m² Industrial vinyl sheeting 305.7m² Heavy duty industrial pvc floor finish DINING AREA Concrete pavers 4.2m² 3.1m² 29.5m² Stove by specialist Shelving detail KITCHEN COUNTER FOOD PREPARATION ASSEMBLY OF MEALS DELIVERY COLD STORE WASTE DISPOSAL DRY STORE STORAGE SPACE WALKWAY STORAGE SPACE STORAGE SPACE porcelain tile finish on 30mm screed on 100mm concrete bed layer of 350 micron dpm on sand blinding on 150mm well compacted hardcore pad footing as per engineer`s specifications existing strip foundation PROFESSIONAL DESIGN STUDIO REGISTERED ARCHITECTS, INTERIOR DESIGNERS, PROJECT MANAGERS AND PLANNING CONSULTANTS No. 108 GARDEN COURT 14TH AVE/R.MUGABE WAY&J.TONGOGARA ST. P.O.BOX AC1059 ASCOT BULAWAYO,ZIMBABWE PROJECT ARCHITECT SCALE QUANTITY SURVEYOR STRUCTURAL CONSULTANT ELECTRICAL CONSULTANT LANDSCAPE ARCHITECT JUNE 2019 LUBA NKIWANE CHECKED DRAWN PROJECT:
Design Studio, Wilsgroove Canteen, “Working Drawings” (Zimbabwe: 2019)