PORTFOLiO
BEN WRIGHT
ARCHITECTURE
To Whom it may concern,
I am a young, hardworking architectural designer who is dead keen to expand my knowledge in the New Zealand building industry. Over the last 20 months, I have been fortunate enough to be working in an architectural company which has further developed my technical and design abilities from commercial to resedential projects. Whilst there I collectively worked alongside client’s engineers, consultants, and project managers, which I soon realised I certainly fit into this work environment as a strong collaborative team member.
I would love to be a valuable team member and expand my knowledge base further within a great working environment.
Sincerely,
Ben Wright
BEN WRiGHT
ROLLESTON, CANTERBURY
027 903 8612
benawright@outlook.com
PROFESSiONAL EXPERiENCE
Foley Group ltd. Architectural design intern July 2021 - November 2022
17 months
Foley Group ltd. Architectural Designer November 2022 - March 2023
3+ months
- Being a key part in a team environment
- Setting up projects with Archi-Cad
- Site visits / measure-ups
- Initial concept drawings
- Communication skills with consultants and clients
- Resource consent documentation
- Working drawings
- Building consent sets
- Construction drawings
ST Thomas Rowing. Coaching staff
October 2019 - Present
4+ years
- Teaching and mentoring skills
- Time management
- Designing season trainings & coaching plans
New World Wigram. Produce department
EDUCATION
ARA Institute of Canterbury. Bachelor of Architecture 2020 - November 2022
2020
- Architectural Communication 1 A-
- Architectural Communication 2 A+
- Architectural Design Studio 1 B+
- Architectural Design Studio 2 A
- Critical History of Architecture 1 A
- Architectural Technology 1 A-
- Architectural Technology 2 A
2021
- Architectural Communication 3 A
- Architectural Design Studio 3 B-
- Architectural Design Studio 4 A
- Critical History of Architecture 2 A-
- Architectural Technology 3 A-
- Architectural Technology 4 B+
- Special Topic 1 A-
- Architectural CAD with Revit A-
2022
- Architectural Design Studio 5 A
- Architectural Design Studio 6 A+
- Critical History of Architecture B+
- Architectural Industry Practice A+
- Urban design Studio 1 A+
ST Thomas of Canterbury.
2014 - 2019
SKiLLS
ARCHiCAD
PHOTOSHOP
linkedin.com/in/benwright2002
ONLINE PORTFOLIO
https://issuu.com/benawright/ docs/ben_wright_portfolio_cv
PERSONAL STATEMENT
I am diligent, hardworking, and continually striving to improve. Enthusiastic in graphics, architectural design, and photoshop. I have 20+ months of experience within an architectural firm working concept design to building consent drawings, 2+ years of customer service with 8 + years of rowing. I’m very open minded and continually growing my knowledge base in the architectural field. I’m a team player and bring great work ethics and ideas to the table, collectively. My long-term future goal is to produce projects under my name with great success. I am looking for an enjoyable work culture experienced in commercial to residential designs.
May 2019 - July 2021
2+ years
- Communication skills
- Customer service
VOLUNTEERiNG / FUNDRAiSiNG
McLean’s Island Swap meet
- Sell food & Prepare food
- Take customer orders, give change
- Clean kitchen and dining area
Deliver Entertainment Books
- Greet customers
- Deliver box loads to customers
- Ensure quantities delivered match orders
Selwyn Motor Feast – Community Event
- Set up – gathering and stacking hay bales, putting up signs
- Clean up – rubbish collection & sign collection
NCEA Level 1 - Merit Endorsement
- Excellence Endorsement in Level 1 Art
- Merit Endorsement in Level 1 DVC/Graphics
NCEA Level 2 - Merit Endorsement
- Excellence Endorsement in Level 2 Art
NCEA Level 3 - University Entrance
ACHiEVEMENTS
National Sporting Event – North Island versus South Island Competition - South Island Rowing
Team Coxswain 2019
-1st place South Island 4x+ race 1 & 2
Excellence in Rowing - Coxswain of the Year
– 2019, 2018, 2017, 2016 & 2015
National Sporting Event – Maadi Cup Rowing
Competition – 2019, 2018, 2017, 2016 & 2015
8th in New Zealand Boys U18 Quad
8th in new zealand boys U18 Quad
9th in New Zealand Boys U17 Quad
REFERENCES
Rob Campbell - Director at Foley Group Architecture
rob@foleygroup.co.nz
021 340 866
Bernadette Muir - Year 3 Bachelor of Architectural studies lecturer
Bernadette.Muir@ara.ac.nz
021 403 635
iLLUSTRATOR
MANAGEMENT
REViT PERSONAL TRAiTS TEAMWORK TiME
HARDWORKiNG OPEN-MiNDED LEADERSHiP
WORK EXPERIENCE
All work experience work is owned by Foley Group and is subjected to copyright.
01 02 03 04
CONCEPT DESIGN
- SKETCH DESIGNS
- BULK & LOCATIONS
- IMAGING
RESOURCE CONSENT
- PLANS
- SECTIONS
- ELEVATIONS
- IMAGING
BUILDING CONSENT
- PLANS
- SECTIONS
- ELEVATIONS
- DETAILS
REFURBiSHMENT
- PLANS
- SECTIONS - ELEVATIONS
- DETAILS
CONCEPT DESIGNS
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01
0 1 4 20 SK 03 SK 1 0 4 SK 1 2 05 SK 1 0 6 16 78 m A 10 80 m 2 36 m A 34 m A 6 38 m 2 38 m A 2 36 m 17 x Carparking Liv & work uni two store 7 Caf on store Service cour 0 Liv & work uni two store 5 Live & wor uni two storey 06 Liv & work uni two store 0 Bins 1 Re ail uni one storey 8 x Carparking x Carparking Bins 20 SK 03 SK 1 0 4 SK 1 2 05 SK 1 0 6 SK 1 2 A 6 30 m A 9 21 4 00 m A 44 m A 6 36 m 4 36 m Live & wor uni two storey 3 Liv & work uni two store 04 Liv & work uni two store 0 Live & wor uni two storey 6 Liv & work uni two store 07 Live work uni single store 1
MIXED-USE DEVELPOMENT
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SK 01 West Elevation 01 SK 01 South View 03 SK 01 North Elevation 05 SK 01 East Elevation 04
CONCEPT DESIGNS MIXED-USE DEVELPOMENT
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01
All work is owned by Foley Group and is subjected to copyright.
1 2 3 4 5 6 7 8 9 1 11 1 1 1 1 1 1 1 9 0 5,89 7 9 0 2,00 0 9 0 3,82 0 9 0 9 0 3,02 0 9 0 1,50 0 9 0 4,17 7 227 776 3,128 205 205 2,987 90 10 02 m2 11 46 m2 4 93 m2 13 28 m 3 60 m2 bed wc kitchen entry lounge dining S 12 20 m2 5 16 m2 4 02 m2 6 81 m 90 4,040 205 9 0 3,02 0 9 0 2,40 0 9 0 2,38 7 9 0 9,37 7 bed wc stair study seating balcony GROUND FLOOR FIRST FLOOR 11 38 m2 3 11 m2 9 0 2,09 0 9 0 6,21 7 9 0 90 1,410 90 3,308 205 90 1,740 90 1,000 90 1,888 205 7 49 m2 13 43 m2 lounge / dining kitchen wc bed 13 02 m2 7 32 m2 14 34 m 3 15 m 7 62 m2 12 17 m2 90 3,513 90 1,410 90 3,308 205 9 0 4,83 0 9 0 3,47 7 9 0 205 2,457 90 1,163 90 1,000 90 2,088 205 bed kitchen lounge dining wc bed S 11 38 m2 10 30 m2 14 82 m2 3 44 m2 8 58 m 3 40 m2 205 3,763 90 2,352 205 1,215 205 9 0 4,72 7 20 5 1,28 5 9 0 2,11 0 9 0 9 0 8,41 7 9 0 205 3,183 90 1,000 90 1,353 90 1,820 205 bed wc kitchen lounge dining bed St 1 BED 2 BED 2 BED
CONCEPT DESIGNS RETIREMENT VILLAGE
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01
All work is owned by Foley Group and is subjected to copyright.
RESOURCE CONSENT RETIREMENT VILLAGE
All work is owned by Foley Group and is subjected to copyright.
02
All work is owned by Foley Group and is subjected to copyright.
All work is owned by Foley Group and is subjected to copyright.
BUILDING CONSENT APARTMENTS
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03
E D C B A unit 8 unit 7 unit 6 unit 5 VC PL VC PL VC PL L LI LI L MR MR MR MR ffl 20,750 ff : 21,450 ffl 23,480 ff : 24,180elevation 04 Scale 1:100 @ A3 02 04 03 02 01 unit 01 unit 08 PL PL VC HC ff : 20,750 ff : 23 480elevation 01 Scale 1:100 @ A3 01
C D E 3 A4 01 1 A4 09 3 A4 14 ±0 ground floor +2,715 first floor 79 7 1,04 7 2,73 0 2,46 0 2,01 7 study study entrance hwc hwc entrance bathroom bathroom 10° 10° unit 1 unit 2 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 6 7 8 9 10 11 12 13 truss to be designed by engineer 1 A4 01section B continued Scale 1:50 @ A3 01
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S T A G E 4
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R O A D 04 03 02 01 1 A4 10 2 A4 04 4 A4 12 2 A4 10 3 A4 07 ±0 ground floor +2,715 first floor 2,46 0 2,71 5 2,46 0 85 2 bedroom bedroom bathroom w r living living 15 15° unit 1 unit 8 Existing ground leve truss to be designed by engineer truss to be designed by engineersection C Scale 1:50 @ A3 01
BUILDING CONSENT RETIREMENT VILLAGE
P A R K
All work is owned by Foley Group and is subjected to copyright.
2,455 6,010 2,110 6,010 10,890 7,79 6,010 2,110 6,010 2,16 0 3,78 0 2,18 0 3,97 0 2,04 0 6,16 0 4,03 0 6,01 0 2,33 0 3,13 0 14 0 4,89 5 14 0 14 0 20,21 0 14 0 5,94 0 14 0 3,45 0 14 0 2,23 0 14 0 1,95 0 14 0 53 0 14 0 1,97 0 14 0 140 2,920 140 4,850 140 2,070 140 2,11 140 1,34 1,53 0 9 0 1,54 0 2,16 0 3,78 0 2,18 0 3,97 0 2,04 0 6,16 0 4,03 0 6,01 0 2,33 0 3,13 0 14 0 16 0 14 0 1,43 0 140 2,955 140 2,705 140 7,91 140 20,890 140 5,700 140 140 140 5,800 140 1,970 140 8,255 3,66 9 9 0 11,69 0 4,44 140 1,215 140 5,800 140 1,970 140 1,59 90 4,11 140 140 155 13 2,600 130 1,265 2,94 0 14 0 2,86 0 14 0 1,97 0 14 0 9 0 2,10 0 9 0 71 0 1,79 5 9 0 4,21 7 9 0 1,64 2 14 0 9 0 93 5 9 0 3,96 5 14 0 1,65 0 14 0 3,55 3 14 0 2,05 7 14 0 140 1,300 0 1,330 140 100 14 530 140 1,950 140 140 140 1,308 140 2,520 2,570 0 2,33 400 3,32 2 9 0 27 0 9 0 4,25 8 9 0 27 0 9 0 3,05 0 9 0 7 0 140 53 140 3,600 140 530 14 290 140 100 140 290 140 100 14 14 0 1,47 6 9 0 9 4 9 0 1,94 6 9 0 9 4 9 0 140 1,970 90 4 90 9 0 2,81 4 1,52 6 41 0 9 0 535 90 14 0 5,80 0 14 0 26,44 0 14 0 3,13 0 14 0 1,80 0 81 0 2,97 0 4,50 0 1,80 0 2,71 5 1,80 0 3,81 5 1,80 0 1,76 0 1,80 0 2,18 0 1,61 0 1,09 0 1,61 0 3,81 0 1,80 0 65 0 3,96 0 14 0 3,13 0 14 0 3,96 0 14 0 3,96 0 14 0 3,96 0 14 0 3,96 0 14 0 3,96 0 14 0 5,94 0 14 0 5,94 0 14 0 35 0 14 0 1,53 0 14 0 21,97 2 14 0 2,47 0 14 0 1,60 0 14 0 7,27 5 14 0 1,90 0 1,51 8 1,90 0 86 2 1,42 0 92 0 1,42 0 79 7 1,20 0 5,03 0 1,20 0 33 5 1,20 0 12,85 0 14 1,550 140 19,950 140 5,535 14 4,940 140 16,580 140 7,840 140 3,960 140 3,96 14 3,960 140 2,950 140 26 0 1,50 0 40 0 400 3,100 3,538 3,100 1,150 4,600 1,72 3,440 3,816 1,060 330 1,00 965 450 990 1,800 2,975 1,800 2,975 1,80 1,38 1,80 1,205 1,800 2,195 48 0 360 90 3,440 450 9 9 0 20 0 9 0 7,51 0 90 75 0 10,331 90 75 0 1,31 5 9 0 7 5 9 0 59 0 13 1,300 410 1,800 13,39 1,550 100 1,75 5 1,80 0 1,06 0 1,80 0 1,78 5 74 4,000 1,126 2,85 4,465 1,800 1,215 1,55 930 14 0 3,64 0 14 0 4,62 5 13 0 2,60 0 13 0 2,08 0 1,80 0 95 5 1,80 0 1,43 5 1,55 0 71 0 3,80 5 35 0 2,75 5 35 0 2,93 0 3,52 0 14 0 2,09 0 14 0 3,31 0 14 0 2,35 0 14 0 14 0 4,04 0 14 0 2,80 0 14 0 3,07 0 14 0 140 1,970 14 5,800 140 18,680 140 14 0 1,97 0 14 0 5,80 0 14 0 10,19 0 14 0 140 3,070 140 2,80 140 3,96 140 3,960 14 3,960 140 3,960 140 3,96 0 14 0 3,96 0 14 0 3,96 0 14 0 3,83 0 14 0 140 1,970 140 5,800 140 18,680 140 5,800 14 1,970 140 1,80 0 1,47 0 3,46 0 10 0 1,16 9 1,80 0 1,38 5 1,80 0 36 0 1,84 4,405 12,435 grid s ex framin g wall s opening s grids ex framin walls openings columns 01 02 0 04 5 06 07 08 9 10 A A B B C C D D E E F F H H K K L L G G 140 4,270 140 4,375 140 2,95 140 140 35 140 3,790 140 3,35 0 9 0 27 0 9 0 2,21 0 4,95 0 A fixing schedul e bottom plate to slab M12 x 300 long galv cast in bent bolts at 1200 crs and within within 150mm of each end of each plate and P1 posts stud to bottom plate type A (NZS 3604 2011 2 no end nai ed 100 x 3 75mm hand driven nails or 3 no end nai ed) 90 x 3 15mm power driven nails P1 posts Lumberlok 25 x 1 galv Sheet Brace Strap taken under bottom plate and 150 up each side of P1 posts with min 6 product nails each end). top plate to stud type B (NZS 3604 2011 2 no 90 x 3 15mm skewed nails and 2 no wire dogs or Lumberlok Stud Strap with fixing capacity of 4 7kN lintels All fixings as per Mitek Lintel Fixing Schedule 01 2017 Mitek Structural fixings on-site guide 01 2018). ceiling diaphragm (as per engineering) - 13mm Standard GIB ceiling diaphragm o living dining kitchen hatched area). construct n strict accordance with NZS 3604 and the manufacturer s details fix all sheet edges with fixings at 100 crs and 200 crs internally solid back block all sheet edges wall framin g legen d 90mm timber framed wal SG8 H1 2 timber studs @ 600crs dwangs @ 800mm max centres 140mm timber framed wall SG8 H1 2 timber studs @ 600crs dwangs @ 800mm max centres 1 Studs external walls and load bearing)140 x 45mm @ 600mm c c unless otherwise shown 3 Sill & head trimmers 2/90x45mm 4 Dwangs @ 800mm c c max 5 Wall insulation R2.8 Pink Batts Wal Insulation installed as per manufacture s specifications to all external walls 6 Ceiling insulation 1 x layer of Pink Batts R3.6 Batts laid in line with truss chords and 1 x layer of R3.6 Batts fitted perpendicular over Note: 500mm of the second layer may be omitted o low pitch roof at perimete Install as pe manufacture s specifications 7 Ceiling battens to be Rondo Batten System @ 600mm c c max direct fixed to truss bottom chords Note to ceiling areas where Rondo battens are on clips bottom chord restraints are to be installed @ 1.8m c c max 8 Wall underlay Thermakraft Watergate Plus wall underlay over timber framing installed o manufacturers specification 9 Refer to structural engineers drawings for further construction details and notes note s wall framin g
03
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04 A3 20 05 A3 0 top of handrail: 90 0 10 0 600 285 315 2 17 0 285 285 handrail: 90 0 0 1,158 handrail: 90 0 handrail: 90 0 300 top of handrail: 90 0 10 0 1,02 0 2,16 0 landing: 1,510 stair flight 01: 1,42 285 285 285 28 285 stair flight 01: 1,02 0 6 risers @ 170m m stair flight 02: 2,38 0 14 risers @ 170m m 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 17 0 stair total rise: 3,40 0 stiar flight 02: 3,705 285 28 285 285 285 285 285 285 28 285 285 285 285 1,785 handrai extensio n handrail to be turned dow n 10 0 mm and cappe d pitch lin e pitch lin e handrai 1 0 3 0 5 0 8 0 1 1 3 1 5 6 1 8 1 0 handrail to be turned dow n 10 0 mm and cappe d CLT stai refe structural engineer drawing s specificati o n s for further informatio n 20m min headclearance 60 0 28 5 stair: 1,500 140 stair: 1,500 4 handrail: 1,332 40 216 40 handrail: 1,332 40 31 5 28 5 stair: 1,50 0 stair flight 01: 1,42 5 65 0 3,70 5 1,78 5 landing: 1,51 0 30 0 28 5 28 5 28 5 28 5 28 5 0 1 A 3 2 0 0 1 A 3 2 0 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 line of floor 0 1 A 3 2 0 0 1 A 3 2 0 30 0 30 0 stair flight 02: 3,70 5 landing: 1,78 5 28 5 28 5 28 5 28 5 28 5 28 5 28 5 28 5 28 5 28 5 28 5 28 5 28 5 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 0 6 1 m m n i m d a e h t h g e h @ g n d n a stair: 1,500 40 handrail: 1,332 0 300 - handrail extension 285 - going 285 - going 285 - going 25 - nosing 170ris e 170ris e 170ris e 900top of handrail to FFL. 310 - tread 31 selected carpet tile flooring adhered to concrete timbe substrate as pe manufacturers specifications Stair pitch line shown dashed CLT stai refer structural engineer drawings specifications for furthe information Extend handrail at top & bottom o stair 300mm horizontally from pitch line Stairs ST1 Accessible stairs with 20 risers ove 3400mm total rise Stairs to have slip resistant surface carpet til n accordance with NZBC D1 AS1 Not A d men ons o be con rmed on site powder coated 40mm Ø Aluminium handrai with brackets @ 80 mm max crs Gilt Edge Gradus CD Aluminium stair nosing with black rubber nonslip inser 4 50 900top of handrail to FFL 20 0 3 5 4 0 CLT stair refer structural engineers drawing specifications for furthe informatio selected carpet tile flooring adhered to timbe substrate as pe manufacturers specifications 220 18mm single bevel painted timber skirting scribed to steps & run to match stair pitch line clearance gap refer Engineers drawing specifications 140 45mm solid blocking fo handrail fixings run parallel with stai pitch line selected plasterboard wall lining over H1 treated timber wall framing powder coated 0mm Ø Aluminium handrai with brackets @ 800mm max cr Timbe liner to stair 02 25mm thick & paint finishedsectio stair 01 Scale 1 2 @ A3 0Detailed Pla Ground Scale 1 2 @ A3 0Plan detailed first floor Scale 1 25 @ A3 03detai stair Scale 1 1 @ A3 0detai stair stringer and handrai Scale 10 @ A3 05
BUILDING CONSENT APARTMENTS
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03
02 A7 2 Detai Butynol roof apron flashing to balcony scale 1 5 @ A1 1 10 @ A 251 30 3 5 7 5 2 1 0 100m m min 3 5 mi n 150 upstan d mi 100mm min 240 5 20 3 19 13 20 50 5 140 75 20 0 Rockcote Integra cavity plus rende system with Rockcote reinforcin mesh 5 mm Integra AAC pane 70 x 1 mm CLD cavity battens Enviroclad TPO over 7mm CLD grade H 2 CCA treated structura plywood with sanded C face upward on roof framing @ 400mm c Engineers detail 50mm Sealed Air whisper acoustic insulation 79 - Whisper FR 0B charcoa ) fixed in accordance with manufacturers drawings Insulation o the ceiling North wall & south wal 13mm gib plasterboard to the underside of steel rafters DHS steel rafter refer to structura engineers drawings Concrete deck structure refer structural drawing NOTE refer to structural engineers drawings for fixings BC 13mm GIB Weatherline RAB ove H1 2 SG8 timber framing 5mm mi ventilation gap Masonry wall e Fixing spacin embedment and corosion protection comply with NZS 4210 and acceptabl solution E2 of the NZBC Selected brick veneer over 0mm cavity Enviroclad TPO over 17mm CLD grade H3 2 CCA treated structura plywood with sanded C face upward on roof framing @ 400mm c o Engineers details Galvanised metal angle refer o Structural Engineers drawing Weepholes at 800 max cr Thermakraft Supercourse 500 DPC flashin Weatherline tape along top steel beam coated in intumescen paint as per fire engineers requirements DHS steel rafters Fixed to steel beam refer to structural engineers drawing 03 A7 41 detai plant room 3 brick to door head scale 5 @ A1 1 10 @ A 255 DPC between bottom plate and concrete nib Nuralite Nuraply 3PM membrane to wrap over nib & have a 100mm upstand behind RAB boar Selected paver intumescent paint UA shown dashed steel beam to be wrapped with cortex board with 10 mm min overlap o intumescent painted protected elements intumescent paint exterior & unde side of steel beam shown dashed 1 mm GIB Weatherline RAB ove H1 2 SG8 timber framing RAB movement control jo n : Screw fixing to bottom plate 2-18mm min from sheet edge Fill joint with continuous bead of GIB Fire Soundsea 02 A1 2 b detai balcony to membrane lower roo scale 5 @ A1 1 10 @ A 83 2 A3 02 detai brick to barge scale 1 @ A1 1 10 @ A3 80 60 min 150 min. (post stiffener 95 max FFL 12min FFL FFL 2 5 1 6 35 min 60 min 150 min.(post stiffener 95 max 32 7 31 14 2 5 7 0 5 10 Powdercoated 125 SHS refer o Structural Engineers drawings Min 6mm web Ju alco Edge balustrade system Post stiffene refer to manufacturers documentation Weepholes at 800 max centres Selected brick veneer with 50mm cavit 13mm GIB Weatherline RAB over H1 2 SG8 timber framing Masonry wall e Fixing spacing embedment and corosion protection o comply with NZS 4210 and acceptable solution E2 of the NZBC Double glazed powder coated aluminium joinery with no reveal at sil Continuous WANZ window suppor ba Door rebate dimen ions to be confirmed by joinery manufacture Non shrink grout in rebate / side of bottom rai Hidden balustrade fixings as pe manufacturer with spacers & EPDM washe Flashing tape Powdercoated 125 SHS refer Structural Engineers drawing Min 6mm web Ju alco Edge balust ade system Post stiffene refer to manufacturers documentation side of bottom rai Hidden balustrade fixings as pe manufacturer with spacers & EPDM washer Enviroclad TPO over 7mm CLD grade H 2 CCA treated structura plywood with sanded C face upward on roof framing @ 400mm c Engineers detail DHS steel rafter Fixed to steel beam refer to structural engineer drawing steel beam coated in intumescen paint as per fire engineers requirements Weepholes at 800 ma centre Selected brick veneer with 0mm cavity 3mm GIB Weatherline RAB over H1 SG8 timber framing Masonry wall e Fixing spacin embedment and corosion protection o comply with NZS 4210 and acceptable solution E2 of the NZBC Flashing tape Selected proprietary 18 mm fasci Purpose folded p 55bmt oveflashing with bird bea Lap membrane down over fasci Notch Weatherline around outrigger and tape or seal unctio 01 A7 4 detai plan plant enclosure scale 5 @ A1 1 10 @ A 88 Selected tiles over Nurajack Viking enviroclad TPO membrane ove 17mm CD grade H 2 CCA treated structural plywood with sanded C face upward DHS purlin refer to Structura Engineers document H 2 SG stringer fixed to DHS purlin with DPC between 190 x 4 mm H 2 SG8 rafters with birdsmouth joint to timber wal 190 x 45mm H1 2 SG8 blocking between rafters Sikaflex air seal on Tescon WD interlayer on GIB Weatherline sil tape dressed around full reveal perimete 50mm TPO coated aluminium drip edge angle Enviroclad o be welded to this angle 13mm Standard Gib ceiling n selected suspended ceiling system with 90mm blanket insulation EPDM rubber or simila pads to leve pavers Selected tiles over Nurajacks Viking enviroclad TPO membrane over 17mm CD grade H3 2 CCA treated structural plywood with sanded C face upwards Viking Enviroclad TPO membrane ove 7mm CD grade H3 2 CCA treate structural plywood with sanded C face upward 190 45mm H1 2 SG8 outriggers @ crs to suit fascia fixing brackets 190 45mm H1 2 SG8 blockin between outriggers
-detai balcon cladding to balcony edge beam A scale 1 5 @ A1 1 10 @ A3 191 Timber framing on dp 75mm high aluminium angle black paint finish Mitred & welded corne GIB Weatherline flashing tape lap down over Dexx under WANZ suppor ba *see note STEP Equus Chevaline Dex waterproof membrane system over concrete dec Extend waterproofing over concrete nib column base Cladding close butted to side of edge beam toextentofcladding 1 A7 30 Detai corner saddle flashing louvre roo scale 1 @ A 1 10 @ A3 119 1 A7 30 Detai Typical saddle flashing louvre roo scale 1 @ A 1 10 @ A3 120 0 A7 30 Detai RHS beam fixing to balcony scale 1 5 @ A1 1 10 @ A3 126 01 A7 3 Detai RHS beam to louvre roo scale 5 @ A1 1 10 @ A 125 1 A7 30 Detai corner saddle flashing louvre roo scale 1 @ A 1 10 @ A3 121 01 A7 0 Detai RHS column to RHS beam fixing louvre roo scale 1 5 @ A1 1 10 @ A 123 01 A7 1 Detai RHS Beam againts pr -cast concrete scale 1 5 @ A1 1 10 @ A 122Typical saddle flashing scale 1 5 @ A1 1 10 @ A3 124 10 0 steel bea m 10 0 steel bea 300 3 5 7 5 175 7 5 35 0 7 0 100m m mi 50m m mi 50m m mi 100mm mi 100mm mi 100mm min 3 5 7 5 2 1 0 10 0 steel bea 50m mi n 5 100mm min 110 min 3 5 20-25mm 1 0 7 5 5.0 5.0 5.0 0mm Integra AAC pane GIB Weatherline lashing tape ove RAB at corne Concrete deck structure refer structural drawing Rockcote Integra cavity plus rende system with Rockcote reinforcing mesh 5 mm Integra AAC pane RHS refer to engineers details 70 x 1 mm CLD cavity battens 50mm Integra AAC pane 50mm Integra AAC pane 50mm Integra AAC pane Sikaflex MS waterproof sealan Enviroclad TPO over 17mm CLD grade H3 2 CCA treated structura plywood with sanded C face upwards over 2 9mm fibre cement sheets ove 190 x 4 mm H3 rafters over 13mm GIB Noiseline plasterboar Powdercoated termination flashing fixed to concrete substrate with Alplug fixing Bed into chase with Sikaflex MS sealan roof below Rockcote Integra cavity plus rende system with Rockcote reinforcing mes 50mm Integra AAC pane RHS refer to engineers details 70 x 19mm CLD cavity battens NOTE refer to structural engineer drawings for fixing NOTE refer to structural engineers drawings for fixings NOTE refer to structural engineers drawings for fixings NOTE refer to structural engineers drawings for fixings NOTE refer to structural engineers drawings for fixings NOTE: refe to st uctu al engineers drawings for fixing stage 2 - saddl e flashing installatio n 100mmmin 50mmmin 0 5 m m n m Colorsteel saddle flashing o min fal 100 x 100mm uPVC corne underflashing on face of battens behind saddle flashing Extend corne flashing to bottom of wall panels n each building fac Line of saddle flashing behin claddin Rivet through sealan 2 lines of sealant between capping an saddle flashin Colorsteel capping flashing with bird beak deck sid Note Seperation layer of underlay between sloping packer and capping flashing omitted for clarity 100 x 150 SHS beam 50mm Sealed Air whispe acoustic insulation 79 - Whispe FR 50B charcoa fixed n accordance with manufacturers drawings Insulation to the ceiling North wall & south wal Enviroclad TPO over 17mm CLD grade H3 2 CCA treated structural plywoo 3mm GIB Weatherline RAB ove concrete beam Rockcote Integra cavity plus rende system with Rockcote reinforcing mesh 70 x 1 mm CLD cavity battens DPC between bottom plate and concrete nib Nuralite Nuraply 3PM membrane Selected paver Colorsteel flashing with 5º fall o Dupont flashing tape separation laye on 17mm grade C-D plywood H3 treate 13mm GIB Weatherline RAB ove H1 SG timber framing GIB Weatherline flashing tape ove flashin Colorsteel flashing with 5 fall on Dupont flashing tape separation laye on 17mm grade C-D plywood H3 2 treated Rockcote Integra cavity plus rende system with Rockcote reinforcin mesh steel beam refer to structura engineers drawing Saddle flashing ove 70 x 19mm CLD cavity batten 1 mm GIB Weatherline RAB ove concrete beam 100 x 100mm uPVC corner underflashing on face of battens behind saddle flashing Extend corne flashing to bottom of wall panels on each building face 10mm end plate with 2 mm drypack refer to structural details for fixing Rockcote Integra cavity plus rende system with Rockcote reinforcing mesh 70 19mm CLD cavity batten steel beam refer to structura engineers drawing Saddle flashing over steel beam 50mm cove 13mm GIB Weatherline RAB ove concrete beam Saddle flashing over RHS stee beam and 50mm Integra AAC pane 10mm end plate with 2 mm drypack refer to structural details for fixing Rockcote Integra cavity plus rende system with Rockcote reinforcing mesh 70 19mm CLD cavity batten steel beam refer to structura engineers drawing 13mm GIB Weatherline RAB ove concrete beam Saddle flashing over SHS stee beam and 50mm Integra AAC pane Saddle flashing over steel beam 50mm cove 10mm end plate with 2 mm drypack refer to structural details for fixing Rockcote Integra cavity plus rende system with Rockcote reinforcing mesh 70 19mm CLD cavity batten 50mm Integra AAC pane steel beam refer to structura engineers drawing Saddle flashing over steel beam 50mm cove 13mm GIB Weatherline RAB ove concrete beam Pre-cast pane Saddle flashing over RHS stee beam pre-cast concrete and 50mm Integra AAC pane Line of cladding above shown dashed 10mm end plate with 20mm drypac refer to structural details for fixin NOTE: Refer to Louvretec specifications for fixings Colorsteel flashing with 5 fall n Dupont flashing tape separation laye on 1 mm grade C-D plywood H 2 treated 13mm GIB Weatherline RAB ove H 2 SG8 timber framing GIB Weatherline flashing tape ove flashing Louvretec gutte Louvretec gutte Louvretec 180 Linea louvres Sealant to fixing hol UV stable nylon packers with EPDM washer to both sides Louvretec 180 Linea louvres Sealant to fixing hol UV stable nylon packers with EPDM washer to both sides
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REFURBISHMENTS / ADDITIONS SLEEP-OUT
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04
MiXED-USE TOWNHOUSES TEMPORARY PAVILION KOKE - EXIT PROJECT HOUSE ON THE HiLL PERFORMiNG ART CENTRE SPECiAL TOPiC 01 02 03 04 05 06 07
STUDENT PROJECTS
PROJECT BRIEF
MIXED-USE
Allow for hospitality space and retail spaces with laneway access to give generous visibility from the street. Large amounts of natural light, an opportunity for open spaces and adaptability. Open office spaces alongside kitchenette, bathrooms and reception space. Two one-bedroom apartments with their private balcony, an abundance of natural light.
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The concept idea was to relate to the architectural history of the Duncan buildings, the brick and arched windows were large drivers for the design that were derived from the context. Using the historical elements of design context the industrial retail and hospitality space was generated. Bringing the brick inside with re-used steel and recycled timber starts to acknowledge the architectural history.
The structural system consists of exposed I beams throughout the building connected to a concrete sandwich, floors are Sthalton Rib in Fill with a concrete slab foundation. The roof is compromised of a butynol membrane roof on timber hyjoist system, the one-bedroom apartments have an extra layer of insulation to help keep the warmth within the apartments, whilst also helping the soundproofing between levels.
The curvature form of the exterior corners is to generate the flow into the laneway where the retail and hospitality space is. The large green space located in the centre of the first and second floors gives the connection to nature whilst allowing points of light to enter the spaces at different times of the day.
TOWNHOUSES
PROJECT BRIEF
Design three townhouses located in a vibrant area near Hagley park, address the relationship with its surrounding built and natural environment. Two townhouses must have three bedrooms, and two bathrooms with balconies/terraces, the final dwelling needs two bedrooms and one bathroom. One unit needs a garage with internal access, at least one unit needs parking space, and students to decide on the third unit.
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The concept of the townhouses was to identify each separately whilst still being connected, generating each with a separate identity but a shared connection. The building in the middle feels as though the external dwellings are pushing the dwelling upwards like it's squeezing the form.
The choice of materiality and form relates to the context, heritage buildings like Dorset Street flats have a similar roof form to the gable. The two gable forms have their visual connections, one has the string connected to the street with the middle has the connection out to Hagley Park.
Maquettes and sketches of the design were key to understanding the concept idea and developing the project from the start of the concept process to the end of concept design. The Marquette shows the changes of breaking the site down, elevating the buildings up, down and stretched out, whilst also rotating certain elements.
The sections display a high stairwell extruding through the recession plane, due to the district plan the high stairwell would be accepted allowing for large natural light to seep in down the middle stairways.
TEMPORARY PAVILION
PROJECT BRIEF
Design a temporary pavilion located in a prime eatery section within High street and Lichfield street. The pavilion is approximately 300-square-meters of usable space, these spaces should contain cafes, meeting spaces and learning, and entertainment venues although flexibility is key. The pavilion will be situated for a minimum of one year so a sustainability strategy needs to be developed.
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FLOOR PLAN 1:1 00 @ A 3 A A B B EN T E RT A I N M EN T S PACE / ME E TI N G S P A C E W C O PEN S PACE F OR C O F F EE C A R T E XTR A M EE TI N G S PAC E 10
Due to the site being heavily influenced by the Christchurch earthquakes I took the concept of the rubble that was shown on the road next to our site. Exploring the rubble and its sharp juxtapositions alongside the cluster of random forms and materials.
The earthquake and its rubble generated the sharp forms shown in the first initial sketches of sections. The site is culturally rich with a strong Maori narrative regarding food, water and community. This developed into the second concept idea of the Maori Pou, I extracted the traditional carved timber post and used the colour red typically used in the Maori Pou, as timber columns scattered throughout the design.
Due to the project being a temporary pavilion the afterlife of the dwelling is an important feature that needs to address sustainable strategies. The afterlife strategy surrounds the disassembly and re-assembly, the project has been designed in three stages. All construction elements have been placed in a jigsaw pattern for ease of construction and deconstruction without destroying elements. This will help to move the project around Christchurch, giving the project life after death.
Following the recent history of Christchurch with the earthquakes, the city has been left with pockets of space ready for architects, designers, and developers to fill the areas. Given the empty spaces, the brief is to design a holistic approach to any community-centred project based around the typology and the cultural history within the context of Christchurch.
We may choose a vacant site or propose a design for an existing campus, or within an existing building. The site must have a MAXiMUM SiTE AREA OF 800M2, with a MiNiMUM FLOOR AREA OF 800M2 and THREE-FLOOR LEVELS
Canterbury lacks the infrastructure in the MENTAL HEALTH, COUNSELLiNG, AND WELLBEiNG sector. I want to design a HOLiSTiC approach to this sector, moving away from the likes of Hillmorton Hospital to a free wellness
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PROJECT BRIEF KOKE Exit project
centre FULL OF ACTiViTiES, GREEN SPACES, AND OPPORTUNiTiES FOR THE LESS PRiViLEGED.
Cultural aspects can evolve the mental health sector further. In New Zealand, young Māori account for a large number of suicides. Total youth suicides in New Zealand are the second highest in the world, with males indefinitely a larger contributor to the abysmal statistic. The typology ideation is to CREATE A SAFE, ENJOYABLE, AND FREE SPACE FOR PEOPLE OF ALL GENERATiONS, CULTURES, AND EARNiNGS.
Abstracting the forms from the charcoal concept of the Koru, employing the organic nature into forms. Exploring these organic forms that maximise green areas, whilst having a focus on an outdoor central courtyard.
Gathering information from how movement dictates the form, reacting to the corner site from historical architecture surrounding, and pedestrians movement.
Alongside the initial concept from the organic Koru and incorporate the idea into the design. Abstracting the design concept to disburse out around the axis of Koru, generates an organic moving feel to the design. With the typology being centred around nature and mental health, I want to use as much timber within the construction system to have the feeling of being within nature whilst being in a city environment.
NATURAL ENViRONMENT
BUiLT ENViRONMENT ARTERiAL ENViRONMENT
NORTH HAGLEY BOTANiC GARDENS SOUTH HAGLEY CANTERBURY MUSEUM CHCH ART CENTRE CHCH ART GALLERY CHCH CATHEDRAL RiVERSiDE MARKET CARDBOARD CATHEDRAL NORTH
PROCESS OF DEVELOPiNG THROUGH SKETCHES & MARQUETTES
1 GARDEN SHED 2 CHANGING ROOMS 3 OPEN KITCHEN 4 WC 5 STORAGE NORTH 9 10 11 4 12 5 13 14 14 15 4 16 FIRST FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR PLAN 1 2 2 3 4 4 5 6 7 8 WORCESTER BOULEVARD MONTREAL STREET GROUND FLOOR PLAN 6 SUNKEN SEATING 7 LIBRARY 8 BREAKOUT SPACES 9 GYM 10 PHYSIO 10 PHYSIO 11 OPEN SEATING 12 LECTURE 13 RECEPTION 14 COUNSELLING 15 CONTEMPLATION SPACE 16 WHANAU ROOM
1 2 3 5 10 1 2
3 4
2 VERTICAL TIMBER CLADDING RANDOM PLACEMENT
3 LOW E DOUBLE GLAZING
4 INTENSIVE GREEN ROOF
1 VERTICAL TIMBER BATTENS
A1 B1
SECTION A1
SECTION B1
D 1 E 1 F 1
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HOUSE ON THE HILL
PROJECT BRIEF
Design a house on the hill for two parents and one child, their budget is one million dollars. They want a generous outdoor living space, office/bedroom, two-car garage, three bedrooms, two baths, space to grow their family and extenuating the view over Christchurch.
The site plan represents the positioning on the hill, the situation and rotation of the building allow for the early morning sun to enter the kid's bedrooms and the mid-afternoon sun to provide an enjoyable outdoor area for guests. The hallway connecting the two wings opens up to the front deck and the back deck with the office / 4th-bed situates extending the guest zone. Large windows in the living room, and the main bedroom show and frame the view over Christchurch.
Part of the design brief for the clients was to design a kitchen and bathroom in relation to the concept for the clients. The concept of exposing the truss system in a traditional take of the New Zealand homes generated a strong concept idea of expressing the materiality and generating warmth, wear, history and the values of the spaces.
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PROJECT BRIEF PERFORMING ART CENTRE
Given the design challenge of generating a concept for a performing arts centre, explore the arts and develop a final concept. The final design must represent the concept chosen and demonstrate the process of the concept design. Use the living building challenge as a sustainable base to generate a sustainable outcome.
The laneways are an important feature adjacent to our boundary, to maximize the area it will generate user comfort whilst also helping the businesses within the performing arts centre. How can we generate comfort? Rounding off sharp edges to flow the user around the performing arts centre, adapting the shape of the laneway to relate to the site. Tracking movement around the lanes brings this flow of movement as a concept driver. Taking the movement of people into a design driver enables to monitor and manipulate the flow of pedestrians to take an interest in the building’s use. Maximizing the laneways to show the use of the building is key to gathering people’s attention.
NORTH
high
li c hfie l d stree t
street rauora par k
Initial concept floor plans and the idea of flowing in-between spaces from the concept idea of the Otakaro. Expressing these forms through curved stairs, copper elements and curved wall elements generate the sense of space within the design and allows for the building to manipulate the user into certain spaces. Moving this ideation into the exterior of the building, movement of the exterior elements from initial concept sketches and bubble diagrams relating to the lane achieve the fluid state of the design.
The concept structural system of the building is identified as a concrete foundation with 800mm deep footings at load bearing points. If the project moves ahead a structural engineer alongside a geo-tech will be able to indicate the foundation needed. The Midfloor will most likely consist of a 400mm concrete Rib in Fill design with a plywood finish. Within the theatre, steel truss systems will be located below the green roof to provide support alongside allowing acoustics and lighting, and another steel truss system will be located above the catwalks to suspend the acoustics and the catwalks.
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SPECIAL TOPIC
