Architectural Technology Portfolio
Ayesha Noordien
Junior Architectural Technologist
CONTENT
Project 1: Martial Arts centre
Project 2: Make and tradeshed
Project 3:
1618 PG Bison competition(2022)
Certificates of Completion
MARTIAL ARTS CENTRE
PROJECT 1
Proposed site location: Harrington square, Cape Town CBD
The Martial arts center is a mixed-use commercial building. The concep for the proposed building is 'Architecture of balance'. The ground floor area is designed for public access. The programme for the building provides for two martial arts studios and a meditation studio. On ground floor area a through route is located below the bridge connecting the two mass spaces. The design intention was to incorporate the mind and body of space with the interior spaces.
Sketch development and configuration
North Elevation Scale 1:100
Section A-A Scale 1:100
West Elevation Scale 1:100
Section B-B Scale 1:100
retail store storage room reception seating area male wc female wc disable wc cafe interior seating cafe exterior seating kitchen preparation room fire escape stairs lift lobby service room serving counter A B C D E G I J 1 2 3 4 5 Ground floor plan Scale 1:100 seating space 6 000 6 000 8 900 8 900 7 000 7 000 8 000 6 000 6 000 3 000 A A B B wc wc office cold storage staff kitchen arrival foyer Canterbury street Caledon street Harrington square N local traders square 6 000 6 000 6 000 H F North elevation Scale 1:100 -0 000 +3 500 TOC 1st floor level +6 800 TOC 2nd floor level +13 500 +4 000 TOC 1st floor -1 500 +10 600 TOC 3rd floor +11 200 A B C D E F I H J G 7 000 7 000 6 000 6 000 6 000 6 000 6 000 8 900 8 900 B B +12 900 TOC 3rd floor Drawing date: Drawing title: Scale: Project title: Institution: Course code: Student number: Name: Rev CAPE PENINSULA T4:CONCRETE REFERENCE 19/06/2022 General notes: Ground floor 300x300mm 110x50x110 Fire escape North elevation 00 01 02 22/05/22 30/05/22 16/06/22 19/06/22 03
TECHNICAL DRAWINGS
Cross Section B-B Scale 1:25
Retail store Storage room Meditation studio Martial arts: karate studio 30mm
150mm
DPM
150mm
(containing little
50mm
81mm overall
80X320mm concrete coping with 40mm overhang fixed on 110x75x220mm masonary brick wall (outer skin facebrick) 600 6 100 3 300 3 500 150
polished screed casted on
reinforced concrete floor slab casted on 50x1200mm isoboard closed cell insulation boards on 250 micron
layed on 50mm sand blinding layed on
layers of compacted earth fill
to no organic and clay material)
cavity infill between 110x75x220mm facebrick wall cladding fixed to 500mm RC slab with steel shelf angle
thickness of sprung sports hall hardwood flooring fixed on 50mm screed casted on 500mm RC waffle floor slab
Interior Exterior Interior Exterior 2 3 4 +150 TOC Ground floor level +3 500 TOC 1st floor level +6 800 TOC 2nd floor level +12 900 TOC 3rd floor level +13 500 6 000 6 000 0 NGL 40mm mulch plants fixed in 150mm planting soil layer fixed on geotextile filter fabric fixed on 8mm dimple sheet fixed on geotextile filter fabric fixed on fixed on 25x1200mm isoboard closed cell insulation fixed on Perma SEAL 20P Green roof drainage layer on Perma SEAL root barrier fixed on Bituminious waterproofing membrane torched applied on 50mm screed to fall 1:60 casted on Concrete waffle floor slab 50mm cavity infill
110x75x220mm
movement joint 3500mm slab-to-slab aluminum storefront glazing system with 122mm mullions and transoms 1100mm CTC distance 12.38mm laminated double glazing with thermal break bolted onto 420x460mm ground floor beam 710x2200mm aluminum glazing system with 122mm mullions and transoms 12.38mm laminated double glazing with thermal break 710x4500mm aluminum glazing system with 122mm mullions and transoms 12.38mm laminated double glazing with thermal break 710x2300mm aluminum glazing system with 122mm mullions and transoms 12.38mm laminated double glazing with thermal break 710x2200mm aluminum glazing system with 122mm mullions and transoms 12.38mm laminated double glazing with thermal break 1800x700mm aluminum window with 122mm framework 12.38mm laminated double glazing with thermal break Detail 1: Flat roof level Detail 2: Middle floor level Detail 3: Ground floor level 30mm polished screed to fall (1:60) casted on 150mm reinforced concrete floor slab casted on 250 micron DPM layed on 50mm sand blinding layed on 150mm layers of compacted earth fill (containing little to no organic and clay material) full bore corner outlet drainage connected to 75mm diameter stormwater downpipe Drawing Drawing Scale: Project Institution: Course Student Name: Rev CAPE PENINSULA T4:CONCRETE 19/06/2022 FULL General 00 01 02 03
between
facebrick wall cladding fixed to RC slab with steel shelf angle
80x320mm concrete coping with 40mm overhang fixed to 110x75x220mm masonary brick wall (outer skin facebrick)
40mm mulch plants fixed in 150mm planting soil layer fixed on geotextile filter fabric fixed on 8mm dimple sheet fixed on geotextile filter fabric fixed on fixed on 25x1200mm isoboard closed cell insulation fixed on Perma SEAL 20P Green roof drainage layer on Perma SEAL root barrier fixed on Bituminious waterproofing membrane torched applied on 50mm screed to fall 1:60 casted on Concrete waffle floor slab
full bore corner outlet drainage connected to 75mm diameter stormwater downpipe
Section detail 1: Flat roof level
Scale 1:5
710x2200mm aluminum glazing system with 122mm mullions and transoms
12.38mm laminated double glazing with thermal break
Section detail 2: Middle floor level
Scale 1:5
300x300mm RC column concealed by 50mm cavity infill between 110x75x220mm facebrick wall cladding fixed to RC slab with steel shelf angle
81mm overall thickness of sprung sports hall hardwood flooring fixed on 50mm screed casted on 500mm RC waffle floor slab
Exterior Interior
3500mm slab-to-slab aluminum storefront glazing system with 122mm mullions and transoms
1100mm CTC distance
12.38mm laminated double glazing with thermal break 420x460mm bolted onto ground floor beam
Movement joint
30mm polished screed casted on 150mm reinforced concrete floor slab casted on 50x1200mm isoboard closed cell insulation boards on 250 micron DPM layed on 50mm sand blinding layed on 150mm layers of compacted earth fill (containing little to no organic and clay material)
sealant and movement joint with weep holes to allow for head flashing drainage
steel shelf angle and continuous metal shelf angle flashing integrated with wall waterproofing
Section detail 3: Ground floor level Scale 1:5
Drawing date: Drawing Drawing title: Scale: Project title: Institution: Course code: Student number: Name: Rev Date AYESHA 219038740 2022_0_FT_AHT370S CAPE PENINSULA UNIVERSITY T4:CONCRETE STRUCTURE 19/06/2022 SECTION DETAILS: AS INDICATED General notes: 00 01 22/05/22 30/05/22 02 16/06/22 03 19/06/22
MAKE+TRADE SHED
PROJECT 2
Proposed site location: Harrington square, Cape Town CBD
The Trade shed is an urban infill which incorporates medium-low scale retail spaces – Make and trade. These spaces allow a place for thinking, a place for making & a place for exhibiting/trading the product being sold. The type of craft skills/ products appropriate for medium-low scale manufacturing & selling was identified and explored. The aim of project is to boost local economy and to support a transitioning socio-economic culture. The design intention was to consider the following aspects: context of the site, and historical, environmental & socio-economic conditions.
TECHNICAL DRAWINGS
North Elevation Scale 1:100
West Elevation Scale 1:100 Nude Foods alley +7 700 +6 700 +3 000 0 000 -1 300 Harrington square A A B West Elevation Scale 1:100 Nude Foods alley Rental space -1 300 +3 000 +7 700 +6 700 0 000 FFL GFL Harrington street square Balcony West entrance A B B West Elevation Scale 1:100
Section A-A (North West facade)
The sushary seating area Entrance facade setback Double volume area Mezzanine floor level Steel column level Roof pitch level Finish floor level Natural ground level (Concrete paving finish) Harrington street +7 700 +6 700 +3 000 0 000 -1 300 37x 725mm Galvinised steel with Chromadeck colour coated finish IBR metal roof sheeting bolted on Water proof vapor barrier on Rigid insulation board on 75x125mm CFLC steel purlins on 12mm plaster ceiling board 165x300mm exposed portal frame I-beam rafter 12mm plaster board interior wall vertical supported by 75x125mm CFLC sheeting rail bolted below 165x300mm steel portal frame I-beam rafter 75X125mm CFLC sheeting rail flush joint supporting interior 12mm plasterboard wall and exterior 37x725mm IBR metal cladding facade Isotherm insulation placed between 75x125mm CFLC vertical sheeting rails 30mm polished screed flooring on 150mm concrete floor slab on DPM on 50mm Sand blinding on 150mm Compacted earth fill 150mm concrete floor slab constructed between 380x380mm concrete ground beam on stub column on pad foundation (depth specified by engineer) 115x200mm Steel beam bolted between 165x300mm steel portal frame structure on 100x3600mm Patent glazing facade system Flexi sealant between 100x3600mm Aluminium patent glazing facade system and 115x200mm steel I-beam connected above 1500x2100 Aluminium frame glazed door 30x1800mm Timber louvers bolted by 55x55mm angle cleats between 165x300mm steel portal frame columns 30x115x2 400mm Timber louvers bolted by 40x60x100mm angle cleats between 165x300mm steel portal frame and 115x 200mm steel I-beam Rod bracing between 165x300mm steel portal frame columns for structural stability 2 400 200 200 2 100 200 300 690 125
Scale 1:20
Section B-B (North East facade)
Scale 1:20
Printing services Scan Email Fax / Photocopy/ Printing
Collaborative workspace Printing shop Pedestrian walkway Roof pitch level +7 700 Steel column level +6 700 Mezzanine floor level +3 000 Detail 3 0 000 Natural ground level (Concrete paving slabs finish) -1 300 Harrington Square 37x 725mm Galvinised steel with Chromadeck colour coated finish IBR metal roof sheeting bolted on Water proof vapor barrier on Rigid insulation board on 75x125mm CFLC steel purlins on 12mm plaster ceiling board 165x300mm exposed portal frame I-beam rafter 12mm plaster board interior wall vertical supported by 75x125mm CFLC sheeting rail bolted below 165x300mm steel portal frame I-beam rafter and 75x 125 CFLC studs at 600mm c/c 75X125mm CFLC sheeting rail flush joint supporting interior 12mm plasterboard wall and exterior 37x725mm IBR metal cladding facade Isotherm insulation placed between 75x125mm CFLC vertical sheeting rails 30mm polished screed flooring on 150mm concrete floor slab on DPM on 50mm Sand blinding on 150mm Compacted earth fill 150mm concrete floor slab constructed between 380x380mm concrete ground beam on stub column on pad foundation (depth specified by engineer) Flexi sealant between 75x125mm CFLC sheeting rails and 1500x2100 Aluminium frame glazed door 1 260 1 400 200 2 100 200 120 300 700 Flexi sealant between 75x125mm CFLC sheeting rails and 50x1 400mm Aluminum frame window 30mm concrete screed floor finish on 75x120mm Trapezoidal concrete floor bolted on 115x200mm steel I-beam bolted between 165x300mm steel portal frame I-beam columns 75X125mm CFLC sheeting rail flush joint supporting interior 12mm plasterboard wall and exterior 37x725mm IBR metal cladding facade Isotherm insulation placed between 75x125mm CFLC vertical sheeting rails 120x 180mm concealed box gutter on Waterproof vapor barrier on Rigid insulation board on 75x125mm CFLC steel purlins on 165x300mm exposed portal frame I-beam column Detail 2 Detail 1
Detail 1:
Concealed roof gutter detail
Scale 1:5
30mm polished screed flooring on 150mm concrete floor slab on DPM on 50mm Sand blinding on 150mm Compacted earth fill 150mm concrete floor slab constructed between 380x380mm concrete ground beam on stub column ) on pad foundation (depth specified by engineer)
Detail 3:
Concrete floor slab detail
Scale 1:5
Galvinised steel with Chromadeck colour coated finish IBR metal roof sheeting bolted on Water proof vapor barrier on Rigid insulation board on 75x125mm CFLC steel purlins on 6mm plaster ceiling board 165x300mm exposed portal frame I-beam rafter
Detail 2: Trapezoidal floor detail
30mm concrete screed floor finish on 75x120mm Trapezoidal concrete floor bolted on 115x200mm steel I-beam bolted between 165x300mm steel portal frame I-beam columns
Scale 1:5Exterior Interior Interior Exterior Rev Date Name: Student Number: Course Code: Institution: Project Title: Scale: Drawing Title: Drawing Date: Drawing General Notes: 11/11/2022 STRIP T2- PART B STEEL CAPE PENINSULA UNIVERSITY 2022_0_FT_AHT370S AYESHA 001 11/11/22
PG BISON COMPETITION
PROJECT 3
Proposed site location: Derilect Nursery School, MM Maku and Tynira Street Motherwell
Gqeberha (Port Elizabeth)
The brief
To provide a design proposal for mixed-use residential and retail space. The units of various sizes had to accommodate for housing to the surrounding areas where workers are employed, for minimal cost of travel. The site context and location had to be taken into consideration. The proposal needed to maximize space through the use of smart / multi-purpose / modular design solutions for both structures and furniture. In terms of budget, the residential space needs to fit within the “affordable housing” category. The furniture and fixings had to be selected from the PG Bison affordable catalogue.
