Qun Zhang Selected Works 2018 by Qun Zhang

Qun Zhang Selected Works 2017 / 2018

CONTENTS ACADEMIC WORK

PROFESSIONAL WORK

001 The Sleeping Body 002 Naked Salad 003 The Aussie Shard 004 Surf Life Saving Club 005 Folly in the Woods 006 Bondi Beach House 007 Inversion 008 Ghost Chips 009 Encampment 010 Dreaming

011 Kairangi Village 012 Kairangi Rise 013 The Charming Squire 014 Norman St 015 Lake St. Bus Hub 016 Growth 017 Mission Arts 018 Kioloa House 019 Kenwork 020 Onslow College

Image on Cover: Titahi Peninsula, New Zealand Image on page: Post Human Landscape

EDUCATION Currently Undertaking Master of Architecture, University of Melbourne Melbourne, Victoria, Australia 2017 - (projected 2020) Bachelor of Architectural Design (B.Arch), University of Queensland Brisbane, Queensland, Australia 2010 - 2012 Bachelor of Architectural Studies (BAS), University of Waterloo (Exchange Semester) Cambridge, Ontario, Canada 2011 Cambridge International Examinations (CIE), Macleans College

ACHIEVEMENTS & RELATED EXPERIENCES Published artworks in Farrago Vol. 8 2017, University of Melbourne Entry into 2018 Brick Bay Folly competition Recipient of UQ Summer Research Scholarship, University of Queensland Presentation of research to residents of Oshika Pennisular W. Kajima Lab of Atelier BowWow Recipient of Jane Grealy Prize, University of Queensland Three times recipient of Deans Commendations for High Achievement, University of Queensland State winner of SONA Super Studio 24 hour design competition, Open Entry Drawing Workshop, Peter Rich Architects, Queensland university of Technology End of Year Graduating Exhibition, University of Queensland Competition entry to [AC-CA] Sydney Container Vacation House, Open Entry Two times recipient of Highest Mark Attained in CIE Art, Macleans College Macleans College Visual Artist of the Year 2009, Macleans College Duke of Edinburgh Award

RELEVANT SKILLS Digital Documentation

Confident in Archicad, Revit, Sketchup, Photoshop, Illustrator, InDesign and Intermediate skills in Rhino.

Manual Documentation

Confident with pens, pencils, watercolor, etc.

Physical Models

Confident with traditional and mechanised shop tools, lazer cutting and metal fabrication CNC router, and 3D printing.

Image on page: Morning frost in field, Cooma, NSW, Australia

EMPLOYMENT 03/17 - 06/17

The University of Melbourne. Tutor (Melbourne, AU) Running Tutorial for the Foundations of Architecture and Grading Assignments & Essay.

10/14 - 03/17

JTB Architects. Architectural Graduate (Wellington, NZ) Concept and Design Development, Resource and Building Consent, Documentation, Marketing Material, Contract Administration and Site Observation.

08/13 - 07/14

Baber Studio. Student Architect (Brisbane, AU) Sketch Design, Design Development, Tender Package and Construction Documentation.

06/13 - 08/13

Bark Design Architects. Architectural Intern (Noosa, AU)

04/13 - 06/13

Bark Lab. Volunteer (Brisbane & Noosa, AU)

11/12 - 03/13

UQ Summer Research. Research Scholar (Australia & Japan) Focused Research and Presentation for Alternative Oyster Farming Methods and Infrastructures Response to Post Tsunami Relief for the Oshika Peninsular.

05/10 - 05/10

Conrad & Gargett Architects. Research Assistant (Brisbane, AU) Cataloging and Archiving Original Drawing Sets.

05/12 - 07/12

Kenwork - Glass Stainless Steel Ltd. Apprentice (Auckland, NZ) Workshop Hand, Metal Work, Fabrication and On-site Installation.

05/12 - 07/12

Heat and Sink - Underground Heating. Apprentice (Auckland, NZ) On- site Installation of Underground Heating.

Sketch Design Package, Visualisation and Model Making.

Fabrication, Installation, Documentation, Social Networking and Running Workshop.

REFERENCES John Tocker (Director) T: +64 4 473 9803 E: john@jtbarchitects.co.nz Kim + Monique Baber (Directors) T: +61 7 3192 9640 E: mail@baberstudio.com.au

Contact Qun Zhang T: +61 468 315 292 E: qun1992@hotmail.com

Doug Neale (Senior Lecturer) T: +61 7 3365Â 3855 E:Â d.neale@uq.edu.au

CURRICULUM VITAE

Academic Works

001

The Sleeping Body • Melbourne VIC, AU. • M-Arch, Studio D, ‘PostHuman Gestures’. Coordinator, Lauren Adams & David Fedyk

Rebelling against the modernist ideal of the perfect body, this studio utilised a robotic process to capture and explore new ways of interpreting space for ‘other bodies’. The sleeping body aims to provide a space of refuge in the city that would allow for public sleeping. Catering for different reservations, the structure conditions the visual and accoustic micro-climates to be suitable for sleeping. Wrapped around the existing historic Royal Society. The building utilises new scientific construction techniques employing a continous self supporting carbon fibre shell structure. Lined with brass pannels to the interior, the panels capture streakes of water running down over time to distort and dissolve the perception of the buildings physical boundary.

Opposite: View into the courtyard between the existing and the new fabric.

GSPublisherVersion 0.6.100.100

Left & Above: From Top, industrial robots are used to transpose the contours of the abstracted sleeping body into a liquid medium. Due to the viscosity of the liquid, lines become transformed to inform an unexpected outcome. Right: Close-Up Photographs of Liquid Line Drawings. Far Right: Abstracting Spatial Quality from Liquid Line Drawings. Over: Elevation and Sections.

Top: Sectional physical model. Above: Detailed construction section. Top Right: Representational model. Right: Interior render of communal sleeping space.

EVEL PLAN 1:80

GSPublisherVersion 0.0.100.100

002

More Architecture: Naked Salad • Vancouver, BC, Ca. • M-Arch, Studio C, ‘Turning’. Coordinator, Rennie Liffen.

Street Level

6. The lawn, open to the public, yoga, meditation and organised events. Accessed from courtyard. 7. The garden, dedicated to cultivation of cannabis sativa and indica for ceremonia/ ritual consumption 8. The terrace, makeshift dive platform.

Roof Level Subterranean Level

9. Golden shower, light filtered through pool above, alcove lined with brass filigree. 10. Tepidarium. 11. Piscine en plein air. 12. Frigidarium. 13.Pontoon, human occupation to activate the periscope. 14. Steam room. 15. Bathroom.

Above: Partial Reflection of the Oculus Opposite: Street Level Plan.

1. Courtyard, apple tree, soak pool, arbour, reflection pond, olive tree. 2. Entry, light well to a pool below. 3. Communal changing space. 4. Individual changing space. AKA 'The Fabric Filter' 5. Periscope

The studio aimed to seek the empowerment of underrepresented groups in society. The client, a collective of nudists in a postindustrial future. To disrobe the sexualisation of the body and social stigmas, the response draws upon the ritual of bathing and seeks to create empowerment through public engagement. On the street level two masses emerge from the site, modest gestures to the public, while on the crux of the major intersection, a open air subterranean pool becomes a open gesture to the public. A series of permeable thresholds lead to the entry where one can choose to change in private prior to descending into the baths.

section through tepidarium

section through frigidarium

STO

P P NO PARK

STO

P P NO PARK

bulk he sheet, c fixtures

Concealed LED strip lights up lantern at night as a public beacon

Frosted glass lining to inside of periscope reflects world above.

Concealed LED strip lights up lantern at night as a public beacon

Waffle slab structure infilled with undersized frosted glass pieces, etched with text.

Frosted glass lining to inside of periscope reflects

Ste rele abo

pieces, etched with text.

Hot wa ducted room to

Floating pontoon boyancy tuned to sink with more than world above. one occupant, in its process pulling open hatch above, delicate light falls in to allow occpants view of sky above. Waffle slab structure infilled with undersized frosted glass

Floating pontoon boyancy tuned to sink with more than one occupant, in its process pulling open hatch above, delicate light falls in to allow occpants view of sky above. 33805

n 1:75

rough Frigidarium 33805

GSPublisherVersion 0.0.100.100

13. 11.

10. 15.

Hot water from geothermal source ducted under floor of the steam room to pump.

Steam controlled via lever to be released through hardpaving above.

14.

ater from geothermal source d under floor of the steam o pump.

bulk head lined with expanded brass sheet, conceals ducting and light fixtures.

SUBTERRAIN PLAN 1:80

eam controlled via lever to be eased through hardpaving ove.

12.

ead lined with expanded brass conceals ducting and light s.

d e h j

4. Brushed rose brass cladding line the walls on both sides, warm tonods touch from hot water. Insitu stairs threshold to primitave cave e. like Perforated brass timber joists at 600 space carved outflooring, of the concrete. crs from and springs under the bodys weight j. Steam hot water permeates through f. perforated Brass extends to surround operable lever, brass flooring. polishes in time with brush of each hand. (stages: unlock, skylight & water, lock, light)

'...metamorphosis '...palimpsest of hands curiosity killedofthe newcatconfidence clank, sky slides away i dip into clank, the otherside...' the doors lock clank, darkness...' 'slience...'

g. h.

a. full height dark tinted g of roof garden Camera obscura, plate steelglimpse slides over occupant, a friendl to g opening and projects the exterior. b. permeates GRC through concrete door, so Steam from hot water perforated brass flooring. with brush finished bra c. Coffered ceiling draws towards the opening

GSPublisherVersion 0.0.100.100

Previous Left: Section through frigidarium Previous Right: Subterranean plan Above: View of copper shower Left: Section j through the ceremonial i individual changing chambers showing the procession and mechanics of the room. Over: Section through â&#x20AC;&#x153;timeâ&#x20AC;?. Winter and Summer use of the open air pool. i. j.

Insitu stairs threshold nods to primitave cave like space carved out of the concrete. Steam from hot water permeates through perforated brass flooring.

4. '...metamorphosis of new confidence

g. h.

i dip into the otherside...'

Camera obscura, plat opening and projects Steam from hot water perforated brass floori

Dress

ed coat shoes socks pants watch keys sweate r shirt

g c

f panty / boxer

d e

Naked 3

glass along wall gives n & faintly reflects the'...spinning clouds '...journeying surround me into the earth give reassurance in its warm embrace, i let go layers olid MDF core, faced the door melts of myself ass plate to inside face. away from my arms emancipated mind...' a flutter...' s the eye upwards

2. d.

Brushed rose brass cladding line the walls on both sides, warm to touch from hot water. e. Perforated brass flooring, timber joists at 600 crs and springs under the bodys weight f. Brass extends to1:20 surround operable lever, in time with brush of each hand. the cure forpolishes decency (stages: unlock, skylight & water, lock, light)

PORTAL STUDY

'...palimpsest of hands curiosity killed the cat clank, sky slides away clank, the doors lock clank, darkness...' 'slience...'

d e h

te steel slides over the exterior. r permeates through ing.

3. '...spinning clouds surround me in its warm embrace, i let go layers of myself emancipated mind...'

4. i. j.

d. Brushed rose brass cladding line the walls on warm to touch from hot water. Insitu stairs threshold both nodssides, to primitave cave e. out Perforated brass flooring, timber joists at 600 like space carved of the concrete. and springs under the bodys weight Steam from hot water crs permeates through f. flooring. Brass extends to surround operable lever, perforated brass polishes in time with brush of each hand. (stages: unlock, skylight & water, lock, light)

'...metamorphosis '...palimpsest of ha killed the cat of newcuriosity confidence clank, sky slid i dip into the otherside...' clank, the doors clank, darkness...'

SECTION THROUGH TIME 1:30 Winter 2038 Summer 2060

003

The Aussie Shard â&#x20AC;˘ Applied Architectural Technology â&#x20AC;˘ Members. Victoria King & Fillia Christy

A Collaborative project for an open and accessible building, with an ambitious and recognisable contribution to the city skyline. Stacking strategy, structure, mechanical core, fascade and podium are all items addressed in the design of the tower. The building form was derived from site setbacks and access to natural light while complying to GFA and NLA requirements. The building splits at corners to open up to axial views while increasing corner office spaces. and on other floors become double hight atrium spaces to provide connection to other levels in the tower. Composite concrete tube core within steel perimeter column tube provides stiffness. Outrigger truss systems provide additional resistance to lateral movement. Meanwhile the cruciform floor plate corners reduces vortex shedding. The envelope uses vertical ceramic rods to reduce solar while disbursing to allow views and accentuate the verticality. Opposite: Aerial view of the Aussie Shard

RL + 172.00 LEVEL 37

Welded tappered box Plan 1:1000 @@A2 Plan 1:500 A1beam

RL + 168.00 LEVEL 36

Tappered perimeter columns

Sky rise P3

4.500 4.500

4.500

19,400 10,500 14,400 18,000 PODIUM MEZZANINE PLAN 4,600

4.500

13,500

13,500 27,000

4,600

4.500

7.400

LEVEL 2

RL + 20.00

LEVEL 1

4.500 4.500 4.500 4.500

18,000 16,035

4.500

F 4.500

G 4.500

4.500

1 3

13,500 4.500

18,000 4,600

13,500

27,000

4.500

4.500 4.500

4 6

4.500

4.500 4.500

6 8

4.500 4.500

4.500 4.500 4.500 4.500 4.500 4.500

G 4.500

H 4.500

I 4.500

8,150

4.500

B 4.500

C 4.500

D 4.500

E 4.500

F 4.500

G 4.500

H 4.500

I 4.500

Variable 9,420 - 10,500

1,537.4 sqm 143.4 sqm 89%

*nla excludes lift core, stairs, risers and bathrooms

Opposite: Exploded axonometric of tower structure.4

B 4.500

C 4.500

D 4.500

E 4.500

F 4.500

G 4.500

H 4.500

I 4.500

LOW RISE RL + 116.00 LEVEL 24PLAN

Variable 12,875 - 14,845

Mid Rise

4.500 4.500

7 7

4.500 4.500

8 8

RL + 76.00

LEVEL 14 LEVEL 13

RL + 64.00

LEVEL 12 (PLANT)

RL + 60.00

LEVEL 11

RL + 56.00

LEVEL 10

RL + 52.00

LEVEL 9

Lt Lonsdale St.

91Â° 36.000

Reinforced concrete core wall. Ref S/Eng

Variable 12,875 - 14,845

E 4.500

F 4.500

G 4.500

H 4.500

4.500

1 DETAIL STRUCTURAL GROUND/ STREET SECTION LEVEL PLAN 4.500

D 4.500

Section 1:100 @ @ A1 A2 Plan 1:500

RL + 44.00

LEVEL 7

RL + 40.00

LEVEL 6

RL + 36.00

LEVEL 5

2 3 00

Mid Rise

Breakdown of Mid Rise

Median floor shown on left Median floor area

1,821 sqm

E 4.500

F 4.500

G 4.500

H 4.500

I 4.500

5.200

7.400

13,500

4,600

7.400

20 33,589 sqm 28,869 sqm 83% 280 5

D 4.500

La Trobe St. PE

Variable 10,700 - 12,680

13,500

27,000

18,780

PG 13,970

4,600

Commercial rental dining space Commercial kitchen space Bathroom Commercial rental retail space Storage

B 4.500

C 4.500

D 4.500

E 4.500

F 4.500

G 4.500

H 4.500

4.500

10 P3 A

MID RISE PLAN RL + 48.00 LEVEL 8 Plan 1:500 @ A112

hibition St.

C 4.500

4.500

B 4.500

8 9 10 11 12

18,000 16,035

Perimeter beam. Ref S/Eng for sizing P3

Podium Mezzanine Plan

RL + 72.00

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

Service core area 236 sqm 1.0.67.82 street canopy 1 GSPublisherVersion Covered Median floor efficiency 87% 2 Commercial rental eatery space *nla excludes lift core, stairs, risers and bathrooms 3 Commercial rental retail space set-out point 4 Bathroom 5 Lift lobby 6 Storage 7 Loading dock

*nlaexcludes excludesliftliftcore, core,stairs, stairs,risers risersand andbathrooms bathrooms *nla

9 9

18,000

GSEducationalVersion

RL 9,000

13,500

14,800

RLfloor +floor 84.00 LEVEL Median shownon onleft left 16 Median shown Medianfloor floorarea area 1,821 sqm Median 2,376 sqm Service corearea area LEVEL 15 sqm7 RL +core 80.00 Service 272236 sqm Medianfloor floorefficiency efficiency 87% Median 83%

High Rise PC

Street level plan

B 4.500

C 4.500

Variable 15,000 - 15,900

1 Low Rise

13,500

4.500 4.500 4.500 4.500

6 6

14,400

Breakdown BreakdownofofLow HighRise Rise RL +of96.00 19 Number offloors floors LEVEL1120 Number Grossfloor floorarea area 33,589sqm sqm Gross 25,194 RL + 92.00 18 sqm Net leasable area LEVEL20,793 28,869 sqm Net leasable area RL -300 Averagefloor floorefficiency efficiency 79% 83% Average Maximum occupancy 280 P1 Maximum occupancy RL + 88.00 LEVEL250 17 9 Numberofofliftliftcars cars Number 55 15,000 3,685

4.500 4.500 4.500 4.500

5 5

7.100

4.500 4.500

1,300

10,425

20,000

4 4

2,134 sqm 400 sqm 81%

*nla excludes lift core, stairs, risers and bathrooms

RL + 100.00 LEVEL 20 3 3

Median floor shown on left Median floor area Service core area Median floor efficiency

36.000

RL + 104.00 LEVEL 21

8,150 20.000

4.500 4.500

PERL + 108.00 LEVEL 22 @ A16 Plan 1:500

4.500

2.800

1 1

20 41,389 sqm 33,389 sqm 76% 330 5

36,000

4.500

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

19.700 8,000

Plan 1:500 A1 HIGH RISE RL + 112.00 LEVEL 23@PLAN

9.800

RL100

8,000

RL + 120.00 LEVEL 25

4.500

8,150

4.500

8.000

4.500

RL + 124.00 LEVEL 26

E 4.500

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

11 25,194 sqm 20,793 sqm 79% 250 5

Median floor shown on left

Mid Rise Median floor area

Service core area

2,376 sqm 272 sqm

D 4.500

E 4.500

F 4.500

7.400

4.500

3,685

7.100

14,800

8,000

Median floor shown on left Median floor area Service core area Median floor efficiency

12 18,415 sqm 16,387 sqm 88% 160 5

5.200

4.500

4,000 2,700

7.400 8.000

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

36.000

4.500

P6 P2

Sky Rise

20.000 8,000

Section 1:850 @ A2H PlanE 1:500 @ A1 D F G

4.500

Reinforced concrete slab on integrated steel decking formwork. 150mm deep min cover. Ref S/Eng & RL MFR 000 Docs

1,821 sqm 236 sqm 87%

13,500 13,500

C 4.500

4.500

8,150

8.000 36.000

20.000 36,000

2,376 sqm 272 sqm 83%

*nla excludes lift core, stairs, risers and bathrooms MEZZANINE LEVEL

LEVEL GROUND

4.500

for ducting penetration. Ref S/Eng for P1 penetration location & restrictions.

Low Rise 1,821 sqm Service Gross floor areacore area 25,194 sqm236 sqm Median floor efficiency Net leasable area 20,793 sqm87% Average floor efficiency 79% *nla excludes lift core, 250 stairs, risers and bathrooms Maximum occupancy Number of lift cars 5

4.500

18,000

floor shown on left LEVEL 1Median Median Number of floorsfloor area 11

DRAWING NO.

2 2

2.800

L + 20.00

9.800

LEVEL 2

15,000

L + 24.00

15,000 - 10,700 15,900 - 12,680 P5 Variable Variable Flooring beam fixed with gusset, allow

20 33,589 sqm 28,869 sqm 83% 280 5

Median floor shown on left Median floor area Service core area Median floor efficiency

RL + 132.00 LEVEL 28

STRUCTURAL AXONOMETRIC GROUND/ STREET LEVEL PLAN

Tappered perimeter column dashed.

7.400

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

D 4.500

RL + 128.00 LEVEL 27

A 4.500

5.200 19.700

LEVEL 3

20 33,589 sqm 28,869 sqm 83% 280 5

+ 136.00 LEVEL 29 and bathrooms *nlaRL excludes lift core, stairs, risers 9

8,150

High Rise

RL + 168.00 18,780 LEVEL 36 13,970 Breakdown of MidPlan Rise 1:500 @ A1 4,600 of floors Number 20 RLfloor + 164.00 35 sqm Gross area LEVEL41,389 Net leasable area 33,389 sqm 7 RL +floor 160.00 LEVEL76% 34 Average efficiency Maximum occupancy 330 Breakdown of Sky Rise 2 Number cars 5 12 Numberofofliftfloors Gross floor area 18,415 sqm Median floor shown left Net areaon 16,387 sqm RLleasable +floor 152.00 LEVEL 88% 33 (PLANT) 2 Median area sqm Average floor efficiency 2,134 Service coreoccupancy area 400 sqm 3 Maximum 160 RL +floor 148.00 Median efficiency 81% Number of lift carsLEVEL 532

Reinforced concrete core wall

8,300

Exhibition St.

LEVEL 7

C 4.500

Variable 10,700 - 12,680

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

GSEducationalVersion GSPublisherVersion 1.0.67.82

High Rise

*nla excludes lift core, stairs, risers and bathrooms

*nla excludes liftshown core,LEVEL stairs, Median on left risers RL +floor 144.00 31 and bathrooms Median floor area 1,537.4 sqm Service core area 143.4 sqm RL + 140.00 LEVEL 30 89% Median floor efficiency

7 9

Extent of space frame canopy dashed

St.

RL -300 SKY RISE PF PLAN PG

Above: Diagrams of tower programme. Lt Lonsdale St.section, envelope to core Below: Typical

5 7

4.500

ISSUE NO.

3 5 4.500

TITLE

@ A2

RL 000

Concrete core shear walls

4.500

12,680

RL + 172.00 LEVEL 37

4.500

19,700 set-out point SCALE

- 5 LIFTS LIFTS La- 2Trobe

RL + 176.00 LEVEL 38

3PE

PD 2 4

15,000 15,000 3,685

5.200

19.4007.400

H 4.500

- 5 LIFTS

RL + - 5180.00 LIFTS PlanLEVEL 1:50039@

7.100

E 4.500

4.500

- 5184.00 LIFTS MIDLEVEL RISE40PLAN RL +

2.800

4.500

18,000

4.500

RL + - 3188.00 LIFTS LEVEL 41

19.700

podium mezzanine low rise 5 mid rise high rise sky1 rise service lifts

I 4.500

RL100 4.500

4.500

36,000

H 4.500

RL + 196.00 LEVEL 43

PDCORE ALLOCATIONS PE LIFT SERVICING RL + 192.00 LEVELTOWER: 42

9.800

G 4.500

18,000 16,035

Plan L + 56.00 LEVEL 10 cial rental dining space LEVEL 9 L +kitchen 52.00space cial m cial retailLEVEL space 8 L +rental 48.00

LEVEL GROUND

8,300

F 4.500

LEVEL 11

RL + 00.00

Plan 1:500 @ A1

8,150

E 4.500

Transfer beam, concrete encase welded beam

LEVEL 12 (PLANT)

LEVEL MEZZANINE

36.000

B PG C

Variable 12,875 - 14,845

7.400 8,300

1,537.4 sqm 143.4 sqm 89%

8,000

Median floor efficiency

RL + 09.00

19.400

Median floor shown on left

20 JUNE 2017

PODIUM MEZZANINE PLAN

RL + 208.00 LEVEL 46

4.500

13,500

12,680

1,537.4 sqm 143.4 sqm 89%

8,300

13,500

Exhibition St.

8,000 36.000

20.000 36.000

12 18,415 sqm 16,387 sqm 88% 160 5

Median floor shown on left Median floor area Service core area Median floor efficiency

*nla excludes lift core, stairs, risers and bathrooms

3 x PODIUM MEZZANINE

Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

5 x LOW RISE

14,400

LEVEL 16 Number of floors

12 18,415 sqm

16,387 sqm covered canopy 88% 160 dashed above 5

Variable 9,420 - 10,500

I 4.500

*nla excludes lift core, stairs, risers and bathrooms

RL + 200.00 LEVEL 44

2,134 sqm 400 sqm 81%

H 4.500

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

RL + 220.00 LEVEL 49

Mid Rise

Median floor shown on left

G 4.500

Variable 9,420 - 10,500

Sky Rise

4.500

RL + 204.00 LEVEL 45

(Internal green spaces 4.500for4.500 4.500 communal interaction and shared P5 views)

Sky lift Rise *nla excludes core, stairs, risers and bathrooms

4.500

WITHIN TOWER

20 41,389 sqm 33,389 sqm 76% 330 5

4.500

LEVEL 3

RL + 24.00

Median floor shown on left RL +floor 216.00 48 sqm Median area LEVEL 1,821 Service core area 236 sqm Median efficiency RL +floor 212.00 LEVEL 4787%

PLACEMENT OFPA SKY ATRIUMS PB

*nla excludes lift core, stairs, risers and bathrooms street canopy LEVEL L +rental 72.00 cial eatery space 13 cial rental retail space m

L + 00.00

LEVEL 4

RL + 28.00 Number of floors 20 RL floor + 228.00 51 sqm Gross area LEVEL33,589 Net leasable area 28,869 sqm Average efficiency RL + floor 224.00 LEVEL83% 50 Maximum occupancy 280 Number of lift cars 5

Universal beam, for cable net glazing and space frame canopy

D 4.500

tower dashed above

5 x MID RISE

Median floor shown on left Median floor area Service core area Median floor efficiency

RL + 32.00

RL + 236.00 LEVEL 53

4.500

8,150

9.800

Pre cast concrete walls

L + 104.00 LEVEL 21

L + 09.00

LEVEL 5

2Breakdown RL + 232.00 LEVEL 52 of High Rise

L + 100.00 LEVEL 20

L + 28.00

LEVEL 6

RL + 36.00

C 4.500

13,970

5 x HIGH RISE

L + 112.00 LEVEL 23

LEVEL 4

RL + 40.00

Plan 1:500 @ A1

3 4

L + 108.00 LEVEL 22

LEVEL 5

HIGH RISE PLAN

18,780 LEVEL 55 RL + 248.00

B 4.500

5 x SKY RISE

L + 120.00 LEVEL 25

L + 116.00 LEVEL 24

L + 36.00

LEVEL 7

LEVEL 56

2 x SERVICE

L + 124.00 LEVEL 26

L + 32.00

RL + 44.00

36.000

L + 132.00 LEVEL 28

LEVEL 6

LEVEL 8

RL + 240.00 LEVEL 54 (PLANT)

4.500

Podium

L + 128.00 LEVEL 27

L + 40.00

RL + 48.00

4.500

15,000 3,685

Variable 10,700 - 12,680

8,150

L + 140.00 LEVEL 30 00.00 LEVEL GROUND

L + 44.00

LEVEL 9

PERL + 252.00

L + 136.00 LEVEL 29

L + 64.00 dock L + 60.00

LEVEL 10

RL + 52.00

8,300

4.500

H PC

2.800

19.700

36,000

1,821 sqm 236 sqm 87%

L + 144.00 LEVEL 31

Median floor area LEVEL 14 Service core area

LEVEL 11

RL + 56.00

36.000

4.500

set-out point

7.100

20 33,589 sqm 28,869 sqm 83% 280 5

L + 152.00 LEVEL 33 (PLANT)

L + 76.00

RL + 60.00

19.400

4.500

LEVEL 32 L09.00 + 148.00 MEZZANINE LEVEL

MARCIN LEVEL 15

LEVEL 12 (PLANT)

RL + 260.00 LEVEL 58

*nla excludes lift core, stairs, risers and bathrooms

D L +BY 80.00

RL + 64.00

RL + 264.00 LEVEL 60

Plan 1:500 @ A1

LEVEL L32.00 + 172.00 LEVEL 4 37

L + 84.00

LEVEL 13

2,376 sqm 272 sqm 83%

8,300

D PB

4.500

LEVEL L36.00 + 176.00 LEVEL 5 38

Median floor efficiency

RL + 72.00

Concrete core shear walls 10,500

Median floor area LEVEL 17 Service core area

LEVEL 14*nla excludes lift core, stairs, risers and bathrooms

RL + Trobe 256.00 LEVEL La St.57

LEVEL L40.00 + 180.00 LEVEL 6 39

L + 88.00

LEVEL 15

P7 B

11 25,194 sqm 20,793 sqm 79% 250 5

RL + 76.00

RL + 268.00 9 LEVEL 61

Perimeter floor beams

A PA

Median floor shown on left Median floor area Service core area Median floor efficiency

*nla excludes lift core, stairs, risers and bathrooms 9

LEVEL L44.00 + 184.00 LEVEL 7 40

RL + 272.00 LEVEL 62

Tappered perimeter columns

LEVEL L48.00 + 188.00 LEVEL 8 41

4.500

4.500 4.500

13,500 CRS

8,300

Average floor efficiency LEVEL 16 Maximum occupancy Number of lift cars

Low rise

Gross floor area Net leasable area

RL + 84.00

RLfloor + 280.00 LEVEL 64 Median shown on left Median floor area 1,537.4 sqm Service area LEVEL 63 143.4 sqm RL +core 276.00 Median floor efficiency 89%

4.500

*nla excludes lift core, stairs, risers and bathrooms

covered canopy dashed above

H 4.500

Variable 15,000 - 15,900

RL + 80.00

LEVEL L56.00 + 196.00 LEVEL 10 43

G 4.500

4.500

Number of floors 12 Gross floor area 18,415 sqm NetRL leasable area LEVEL16,387 + 288.00 66 sqm Average floor efficiency 88% Maximum occupancy 9,000LEVEL160 RL + RL 284.00 65 Number of lift cars 5

4 5

LEVEL L60.00 + 200.00 LEVEL 11 44

F 4.500

4.500

4.500 4.500 4.500

Concrete core shear walls

LEVEL L64.00 + 204.00 LEVEL 12 45 (PLANT)

E 4.500

RL + 100.00 LEVEL 20

Plan 1:500 @ A1 RLand + 96.00 LEVEL 19 Tapering envelope Adding of podium crown to RL +of300.00 LEVEL ROOF 12 to increase nla vanity height. 350m building RL +max 92.00 LEVEL 18 efficiency of low and height. (Melbourne Built Form Low Rise Breakdown of Sky Rise RL + 88.00 LEVEL 17 Number of floors mid rises. RL + 292.00 LEVEL 67 (PLANT)Controls)

tower dashed above

D 4.500

RL + 104.00 LEVEL 21

10 SKY RISE PLAN

3 Introduction of 2 mechanical floors.

LEVEL L72.00 + 212.00 LEVEL 13 47

L + 208.00 LEVEL 46

C 4.500

I 4.500

1,537.4 sqm 143.4 sqm 89%

Service core area LEVEL 14 LEVEL 48 L76.00 + 216.00 Median floor efficiency

B 4.500

7.400

H 4.500

4.500

8,300

Median floor shown on left Median floor area

36.000

12 18,415 sqm 16,387 sqm 88% 160 5

19.400

Sky Rise

LEVEL 18

5.200

G 4.500

20x20m Service Corners chamfered Core, floorplates at to reduce effects min. 75% efficiency, of vortex Perimeter floor beamsshedding NLA of 100sqm. and increase glazed area. Tappered perimetersurface columns

LEVEL 17 51 L88.00 + 228.00 LEVEL

L + 92.00

7.400

F 4.500

LEVEL 18 52 L92.00 + 232.00 LEVEL

Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

8.000

E 4.500

Variable 9,420 - 10,500

LEVEL 19of floors Number

36.000

D 4.500

LEVEL 19 53 L96.00 + 236.00 LEVEL

Median floor efficiency

20.000

C 4.500

LEVEL 20 54 (PLANT) L100.00 + 240.00 LEVEL

Median34 floor shown on left LEVEL L20.00 + 160.00 Median floor area LEVEL 1Service core area

8.000

Reinforced concrete slab 4.500

LEVEL L24.00 + 164.00 LEVEL 2 35

S-01

13,500 CRS

104.00 LEVEL 21

Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

Commercial rental dining space RL + 120.00 LEVEL 25 Commercial kitchen space Bathroom RL + 116.00 LEVEL 24 Commercial rental retail space Storage RL + 112.00 LEVEL 23

RL + 108.00 LEVEL 22

LEVEL 22 55 L108.00 + 248.00 LEVEL

High Rise LEVEL 36 L28.00 + 168.00 LEVEL 3Number of floors

BPlanC1:500 D @EA1 F

10,425

8 9 10 11 12

LEVEL 23 56 L112.00 + 252.00 LEVEL

LEVEL L52.00 + 192.00 LEVEL 9 42

3,685

LEVEL 25 58 L120.00 + 260.00 LEVEL

LEVEL 24 57 L116.00 + 256.00 LEVEL

LEVEL 15 49 LEVEL L80.00 + 220.00

Podium Mezzanine Plan LEVEL 26 RL + 124.00

LEVEL 26 60 L124.00 + 264.00 LEVEL

LEVEL 16 50 LEVEL L84.00 + 224.00

RL + 140.00 LEVEL 30 Covered street canopy Commercial rental eatery space Commercial rental retail space RL + 136.00 LEVEL 29 Bathroom Lift RLlobby + 132.00 LEVEL 28 Storage Loading dock RL + 128.00 LEVEL 27

GROUND/ STREET LEVEL PLAN

8,000

1 2 3 4 5 6 7

4.500

LEVEL 27 61 L128.00 + 268.00 LEVEL

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

7.400

136.00 LEVEL 29 L + 276.00 LEVEL 63

LEVEL 28 L132.00 + 272.00 LEVEL 62

350m

RL + 148.00 LEVEL 32 + 144.00 LEVEL 31 Street levelRL plan

10,425

140.00 LEVEL 30 L + 280.00 LEVEL 64

3,685

min. 75% efficiency, NLA of 100sqm.

2,134 sqm 400 sqm 81%

RL + 152.00 LEVEL 33*nla(PLANT) excludes lift core, stairs, risers and bathrooms

Hollow section brace for TOWERfeature ENVELOPE - FORM FINDING tapper beams

P1Core, floorplates at

144.00 LEVEL 31 L + 284.00 LEVEL 65

20 41,389 sqm 33,389 sqm 76% 330 5

4.500

Maximum occupancy Number of lift cars

4.500

Median floor shown on left Median floor area Service core area Median floor efficiency

20x20m Service

148.00 LEVEL 32 L + 288.00 LEVEL 66

5.200

Crown

36.000

20.000

Number of floors Gross floor area

152.00 LEVEL 33 (PLANT) L + 292.00 LEVEL 67 (PLANT)

3 Lt Lo

Net leasable area RL + 160.00 LEVEL 34 Average floor efficiency

160.00 LEVEL 34 L + 300.00 LEVEL ROOF

L + 96.00

2 Variable 12,875 - 14,845

RL + 164.00 LEVEL 35Mid Rise

164.00 LEVEL 35

4.500

168.00 LEVEL 36

SITE PLAN STREET LEVEL PLAN GROUND/

8,000

172.00 LEVEL 37

Variable 12,875 - 14,845

G 4.500

H 4.500

I 4.500

onsdaleBreakdown St. of Mid Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

20 41,389 sqm 33,389 sqm 76% 330 5

Median floor shown on left Median floor area Service core area Median floor efficiency

2,134 sqm 400 sqm 81%

B 4.500

C 4.500

D 4.500

E 4.500

F 4.500

4.500

Plan 1:500 @ A1 8,000

4.500

*nla excludes lift core, stairs, risers and bathrooms

4.500

2 Variable 12,875 - 14,845

3 7.400

4.500

5 4.500

2,134 sqm 400 sqm 81%

5.200

Median floor shown on left Median floor area Service core area Median floor efficiency

36.000

20 41,389 sqm 33,389 sqm 76% 330 5

20.000

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

4.500

Mid Rise

*nla excludes lift core, stairs, risers and bathrooms

4.500

7.400

20 41,389 sqm 33,389 sqm 76% 330 5

Median floor shown on left Median floor area Service core area Median floor efficiency

2,134 sqm 400 sqm 81%

*nla excludes lift core, stairs, risers and bathrooms

4.500

Covered street canopy Commercial rental eatery space Commercial rental retail space Bathroom Lift lobby Storage Loading dock

4 5 6 7

8,000

LOW RISE PLAN

7 4.500

Street level plan

Plan 1:500 @ A123

Breakdown of Mid Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

Horizontal RHS beam

MID RISE PLAN

4.500

Welded tappered box beam

RL + 300.00 LEVEL ROOF Podium Mezzanine Plan Crown Breakdown of Low Rise 8 Commercial rental dining space Number of floors 11 Commercial kitchen space Gross floor area 25,194 sqm 9 10 Bathroom RL + 292.00 LEVEL 67sqm (PLANT) Net leasable area 20,793 11 Commercial rental retail space Average floor efficiency 79% 12 Storage Maximum 250 66 RL +occupancy 288.00 LEVEL Number of lift cars 5

4 5 6

Hollow section brace for feature tapper beams

B 4.500

C 4.500

D 4.500

E 4.500

F 4.500

4.500

LOW RISE PLAN

4.500

RL + 284.00 LEVEL 65

Plan 1:500 @ A1

Median floor shown on left Median floor area 2,376 sqm RLcore + 280.00 LEVEL Service area 27264 sqm Median floor efficiency 83%

1 8.000

*nla excludes lift core, stairs, risers and bathrooms

Tappered perimeter columns

4.500

RL + 272.00 LEVEL 62

4.500

RL + 276.00 LEVEL 63

Variable 15,000 - 15,900

SKY RISE PLAN

7.400

4.500

5.200

4.500

36.000

4.500

7 8.000

Plan 1:500 @ A1

11 25,194 sqm 20,793 sqm 79% 250 5

Median floor shown on left Median floor area Service core area Median floor efficiency

2,376 sqm 272 sqm 83%

Reinforced concrete slab

Breakdown of Low Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

RL + 248.00 LEVEL 55

4.500

*nla excludes lift core, stairs, risers and bathrooms

4.500

2,376 sqm 272 sqm 83%

*nla excludes lift core, stairs, risers and bathrooms

RL + 252.00 LEVEL 56

11 3

Median floor shown on left Median floor area Service core area Median floor efficiency

Sky rise

RL 9,000

4.500

RL + 256.00 LEVEL 57

11 25,194 sqm 20,793 sqm 79% 250 5

7.400

RL + 260.00 LEVEL 58

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

20.000

Low Rise

RL + 264.00 LEVEL 60

4.500

RL + 268.00 LEVEL 61

4.500

9 3

RL + 240.00 LEVEL 54 (PLANT)

Number of floors RL + 236.00 LEVEL 53 Gross floor area

RL + 232.00 LEVEL 52 Average floor efficiency

4.500

Breakdown of Sky Rise Net leasable area

4.500

Maximum occupancy Number of lift cars RL + 228.00 LEVEL 51

12 18,415 sqm 16,387 sqm 88% 160 5

Perimeter floor beams

4.500

Median floor shown on left

LEVEL 50 RL + 224.00 Median floor area

1,537.4 sqm 143.4 sqm 89%

4.500

Service core area

LEVEL 49 RL + 220.00 Median floor efficiency

36.000

Tappered perimeter columns Concrete core shear walls

8 4.500

*nla excludes lift core, LEVEL 48 stairs, risers and bathrooms RL + 216.00 9

RL + 212.00 LEVEL 47 RL + 208.00 LEVEL 46

Low rise

RL + 204.00 LEVEL 45 RL + 200.00 LEVEL 44

Tappered perimeter columns

RL + 196.00 LEVEL 43

4 RL + 192.00

41 RL + 188.00 LEVELPlan

4,600

13,500

18,780

27,000

Variable 9,420 - 10,500

4,600

Sky Rise

4.500

35on left MedianLEVEL floor shown RL + 164.00

Median floor area 1,821 sqm Service core area 236 sqm LEVEL 34 RL + 160.00 Median floor efficiency 87% Breakdown of Sky Rise Number of floors 12 and bathrooms *nla excludes lift core, stairs, risers Gross floor area 18,415 sqm Net leasable area 16,387 sqm LEVEL 33 (PLANT) RL + 152.00 Average floor efficiency 88% Maximum occupancy 160 LEVEL 32 RL + 148.00 Number of lift cars 5

4.500

8 4 9

4.500

12 18,415 sqm 16,387 sqm 88% 160 5 1,537.4 sqm 143.4 sqm 89%

*nla excludes lift core, stairs, risers and bathrooms

Pre cast concrete walls

Universal beam, for cable net glazing and space frame canopy

MedianLEVEL floor shown 31on left RL + 144.00 Median floor area Service core area

Median floor shown on left Median floor area Service core area Median floor efficiency

6 7

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

Podium

18,000 16,035

4.500

36.000

4.500

set-out point

Plan 1:500 @ A1

4.5

13,970

SKY RISE PLAN

Average floor efficiency Maximum occupancy

C 4.500

8,300

20 33,589 sqm 28,869 sqm 83% 280 5

15,000 3,685

4.500 4.500

Gross floor area Net leasable area LEVEL 37 RL + 172.00

LEVEL 36 RL + 168.00 Number of lift cars

4.500

8,300

13,500

19.400

4.500 4.500

18,000

Breakdown of High Rise

5 4.500

RL + 180.00 LEVEL 39 LEVEL RL + 176.00 Number of floors38

4.500

PB 14,400

1,537.4 sqm 143.4 sqm 89%

LEVEL 30 RL + 140.00 Median floor efficiency ELEVATOR DISTRIBUTION

13,500

4.500

4.500 4.500

4.500

8,150

18,780 4,600

4.500 4.500

LEVELPlan 11

RL + 56.00

LEVEL 10

RL + 52.00

LEVEL 9

RL + 48.00

LEVEL 8

PLAN

1:500 @ A1

Median floor shown on left Median floor area Service core area Median floor efficiency

2.800

19.700

7.100

Sky Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

Median floor shown on left Median floor area Service core area Median floor efficiency

Lt Lonsdale1,537.4 St.sqm

4.500

Extent of space frame canopy dashed

C 4.500

4.5

Variable 9,420 - 10,500

12 18,415 sqm 16,387 sqm 88% 160 5 1,537.4 sqm 143.4 sqm 89%

*nla excludes lift core, stairs, risers and bathrooms

143.4 sqm 89%

*nla excludes lift core, stairs, risers and bathrooms

B 4.500

C 4.500

4.5

MID RISE PLAN Plan 1:500 @ A1

Breakdown of Low Rise LEVEL RL + 44.00 Number of floors7 4 Gross floor area Net leasable area LEVEL 6 RL + 40.00 Average floor efficiency 5 Maximum occupancy LEVEL 5 RL + 36.00 Number of lift cars 6 Breakdown of Mid Rise

12 18,415 sqm 16,387 sqm 88% 160 5

B 4.500

4.500

Concrete core shear walls

13,970

Plan 1:500 @ A1

Breakdown of Sky Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

RL 000

4.500

RISE LEVELLOW 12 (PLANT)

1,821 sqm 236 sqm 87%

8,300

27,000

set-out point

Transfer beam, concrete encase welded beam

8,300

6 RL + 64.00 RL + 60.00

4,600

13,500

Median floor shown on left Median floor area Service core area Median floor efficiency

*nla excludes lift core, stairs, risers and bathrooms

11 25,194 sqm 20,793 sqm 79% 250 5

STRUCTURAL AXONOMETRIC GROUND/ STREET LEVEL PLAN

12 A

1B 4.500

C 4.500

Section 1:850 @ A2H PlanE 1:500 @ A1 D F G 4.500

4.500

Tappered perimeter column dashed.

4.500

8,000

4.500

13,500

hibition St.

4.500 4.500

4.500

1,537.4 sqm 143.4 sqm

*nla excludes lift core, stairs, risers and bathrooms

18,000

RL -300 SKY RISE PF PLAN PG

3PE

20 33,589 sqm 28,869 sqm 83% 280 5

Variable 12,875 - 14,845

I 4.500

Mid Rise

PD 1

HIGH RISE PLAN

Plan 1:500 @ A16

4.500

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

20 41,389 sqm 33,389 sqm 76% 330 5

Median floor shown on left Median floor area Service core area

2,134 sqm 400 sqm

7.400

LEVEL 13

*nla excludes lift core, risers and Medianstairs, floor efficiency 89% bathrooms

La Trobe St.

I 4.500

4.500

Median floor area LEVEL 14 Service core area

RL + 72.00

H 4.500

4.500

RL + 76.00

4.5

Variable 10,700 - 12,680

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

13,500

4.500

12 18,415 sqm

Median floor efficiency 87% Median floor shown on left

RL100 4.500

Variable 9,420 - 10,500

19.400

Gross floor area

Net leasable area 16,387 sqm sqm Median floor areaAverage 1,821 floor efficiency 88%

Maximum occupancy 160 sqm Service core area 236 LEVEL 15 RL + 80.00 Number of lift cars 5

F 4.500

36.000

4.500

16 RL + 84.00 Number floors MedianLEVEL floor shown on ofleft

E 4.500

PB 14,400

Sky Rise

D 4.500

4.500

5 9

C 4.500

8,300

4.500 4.500 4.500 4.500

4 8

B 4.500

4.500

Median floor area 2,134 sqm Service core area Rise 400 sqm Breakdown of High LEVEL 19 RL + 96.00 Median floor efficiency Number of floors 20 81% Gross floor area 33,589 sqm LEVEL 18 stairs, risers RL + 92.00 *nla liftarea core, and bathrooms Netexcludes leasable 28,869 sqm Average floor efficiency 83% Maximum occupancy 280 LEVEL 17 RL + 88.00 Number of lift cars 5

3 7

15,000 15,000 3,685

4.500 4.500

MedianLEVEL floor shown 20on left RL + 100.00

NTS

36,000

18,000

330 5

2 6

18,000 16,035

4.500 4.500

1 5

High Rise

ELEVATOR DISTRIBUTION

5.200

4.500

41,389 sqm

33,389 sqm Plan 1:500 76% @ A1

9.800

20 PLAN HIGH RISE

C 4.500

36.000

4.500

Breakdown of Mid Rise Number of floors23 LEVEL RL + 112.00 Gross floor area Net leasable area LEVEL 22 RL + 108.00 Average floor efficiency Maximum occupancy LEVEL 21 RL + 104.00 Number of lift cars

20.000

4.500

RL + 116.00 LEVEL 24

B 4.500

13,500

4.500

RL + 120.00 LEVEL 25

8,150

Plan 1:500 @ A1

36.000

RL + 128.00 LEVEL 27 RL + 124.00 LEVEL 26

4 1

19.400

Exhibition St.

MID RISE PLAN

8,300

RL + 132.00 LEVEL 28

13,500

4.500

LEVEL 29 stairs, risers and bathrooms *nla excludes lift core, RL + 136.00

NTS 9

Concrete core shear walls

RL + 184.00 LEVEL 40

4.500

La Trobe St.

1:500 @ A1

4.500

Perimeter floor beams

RISE PLAN LEVELHIGH 42

4.500

4.5

TOWER PLACEMENT @ MINIMUM SETBACK REQUIREMENTS

OPENING UP SITE TO SURROUNDING CONTEXT

OPEN GREEN PEDESTRIAN PROMENADE

ALLOCATION OF RETAIL AND SERVICE ZONES

5m (from street frontages) 20.4m (6% of tower height at 340m along Lt. Lonsdale St and

Cruciform Tower Footprint

Along Exhibition St

Along La Trobe and Lt. Lonsdale St

La Trobe St.

14,400

18,000

13,500

4,600

RL + 300.00 LEVEL ROOF

PF 18,780

27,000

GARDEN + CITY CONNECTIONS

TOWER FOOTPRINT

BUILDING SERVICES

SITE BOUNDARY

PUBLIC PROMENADE

TOWER SETBACK

RETAIL SHOPFRONT

B 4.500

C 4.500

PG 13,970

Variable 9,420 - 10,50

4,600

RL + 300.00 LEVEL ROOF

8,300

P1 RL + 292.00 LEVEL 67 (PLANT)

set-out point

RL + 292.00 LEVEL 67 (PLANT)

RL + 280.00 LEVEL 64

Net leasable area Average floor efficiency Maximum occupancy

RL + 284.00 LEVEL 65 Number of lift cars

Median floor shown on left Median floor area Service core area Median floor efficiency

LA TROBE ST

RL + 276.00 LEVEL 63

RL + 280.00 LEVEL 64

12 18,415 sqm 16,387 sqm 88% 160 5

36.000

RL + 284.00 LEVEL 65

Number of floors RL + 288.00 LEVEL 66 Gross floor area

19.400

15,000 3,685

Sky Rise

RL + 288.00 LEVEL 66

1,537.4 sqm 143.4 sqm 89%

*nla excludes lift core, stairs, risers and bathrooms

RL + 276.00 LEVEL 63

PB 14,400

RL + 252.00 LEVEL 56

RL + 248.00 LEVEL 55

High Rise

RL + 232.00 LEVEL 52

RL + 232.00 LEVEL 52 Number of floors

RL + 228.00 LEVEL 51

occupancy RL + 228.00 LEVEL 51 Maximum Number of lift cars

Exhibition St.

RL + 212.00 LEVEL 47

RL + 208.00 LEVEL 46

RL 000

RL + 200.00 LEVEL 44

8,150 9.800

RL + 204.00 LEVEL 45

8,150

RL + 208.00 LEVEL 46

13,500

RL + 216.00 LEVEL 48

RL + 200.00 LEVEL 44 18,000

1,821 sqm 236 sqm 87%

*nla excludes lift core, stairs, risers and bathrooms

RL + 220.00 LEVEL 49

2.800

Median floor area Service core area RL + 224.00 LEVEL 50 Median floor efficiency

RL -300

RL + 212.00 LEVEL 47 B

Variable 10,700 - 12,680 20 33,589 sqm 28,869 sqm 83% 280 5

Median floor shown on left

RL100

RL + 220.00 LEVEL 49

13,500

18,000

Gross floor area Net leasable area Average floor efficiency

7.100

RL + 236.00 LEVEL 53

RL + 216.00 LEVEL 48

C 4.500

RL + 240.00 LEVEL 54 (PLANT)

RL + 236.00 LEVEL 53

RL + 224.00 LEVEL 50

B 4.500

19.700

13,500

RL + 256.00 LEVEL 57

36,000

RL + 240.00 LEVEL 54 (PLANT)

RL + 260.00 LEVEL 58

EXHIBITION ST

RL + 248.00 LEVEL 55

8,300

set-out point

13,500

RL + 256.00 LEVEL 57 RL + 252.00 LEVEL 56

RL + 264.00 LEVEL 60

RL + 260.00 LEVEL 58

4,60

15,000 3,685

RL + 264.00 LEVEL 60

18,000

RL + 268.00 LEVEL 61

18,000 16,035

RL + 268.00 LEVEL 61

10,500

RL + 272.00 LEVEL 62

18,000 16,035

RL + 272.00 LEVEL 62

15,000

RL + 196.00 LEVEL 43

Lt Lonsdale St. LT. LONSDALE ST

RL + 192.00 LEVEL 42

RL + 188.00 LEVEL 41

RL + 184.00 LEVEL 40

RL + 180.00 LEVEL 39

RL10

SITE PLAN STREET LEVEL PLAN GROUND/

RL + 172.00 LEVEL 37

Plan 1:1000 Plan 1:500@@A2A1

RL + 168.00 LEVEL 36

1 2 3 4 5 6 7

RL + 132.00 LEVEL 28

P2 RL + 128.00 LEVEL 27

P3 G

4.500 4.500

1,537.4 sqm 143.4 sqm 89%

6 4.500

LEVEL 13

RL + 60.00

LEVEL 11

RL + 56.00

LEVEL 10

RL + 52.00

LEVEL 9

RL + 48.00

LEVEL 8

RL + 44.00

LEVEL 7

4.500

LEVEL 4

Average floor efficiency LEVEL 2Maximum occupancy Number of lift cars

RL -300

Plan 1:500 @ A1

Median floor efficiency

1,821 sqm 236 sqm 87%

4 5

RL + 64.00

LEVEL 12 (PLANT)

RL + 60.00

LEVEL 11

RL + 56.00

LEVEL 10

RL + 52.00

LEVEL 9

RL + 48.00

LEVEL 8

RL + 44.00

LEVEL 7

RL + 40.00

LEVEL 6

RL + 36.00

LEVEL 5

RL + 32.00

LEVEL 4

RL + 28.00

LEVEL 3

RL + 24.00

LEVEL 2

RL + 20.00

LEVEL 1

RL + 09.00

LEVEL MEZZANINE

RL + 00.00

LEVEL GROUND

20 33,589 sqm 28,869 sqm 83% 280 5

covered canopy dashed above

Median floor shown on left Median floor area Service core area Median floor efficiency

1,821 sqm 236 sqm 87%

8 4.500

*nla excludes lift core, stairs, risers and bathrooms

LEVEL GROUND

onsdale St. PB D

PDCORE ALLOCATIONS PE LIFT SERVICING TOWER:

PC E

podium mezzanine

- 3 LIFTS

3 x PODIUM

5 x LOW R

5 x MID RIS

5 x HIGH R

PLACEMENT OFPA SKY ATRIUMS WITHIN TOWER

5 x SKY RI

2 x SERVIC

7.400

LEVEL 13

8,150

RL + 00.00

Breakdown of High Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

Over: Details of tower crown.

LEVEL MEZZANINE

4.500

RL + 72.00

2,376 sqm 272 sqm 83%

HIGH RISE PLAN Left: Section4 through tower. P6 Plan 1:500 @ A1 Above: Physical model of tower. Opposite Left: Roof plan and plan of tower crown. P7 Opposite Right: Diagram of Building Management Unit. 4.500

RL + 09.00

LEVEL 14*nla excludes lift core, stairs, risers and bathrooms

9.800

*nla excludes lift core, stairs, risers and bathrooms

floor area LEVEL 15 Median Service core area

RL + 76.00

Variable 10,700 - 12,680 20 33,589 sqm 28,869 sqm 83% 280 5

Median floor shown on left

RL + 80.00

4.500

Median floor shown on left

Median floor area LEVEL 1Service core area

H 4.500

4.500

RL + 20.00

G 4.500

4.500

RL + 24.00

F 4.500

7.100

Gross floor area Net leasable area

15,900

E 4.500

PODIUM MEZZANINE PLAN

High Rise

LEVEL 3Number of floors

D 4.500

2.800

RL + 28.00

11 25,194 sqm 20,793 sqm 79% 250 5

4.500

RL + 32.00

C 4.500

4.500

LEVEL 5

1,537.4 sqm 143.4 sqm 89%

8,150

RL + 36.00

Median floor efficiency

19.700

Average floor efficiency LEVEL 16 Maximum occupancy Number of lift cars

covered canopy dashed above

4.500

LEVEL 6

Gross floor area Net leasable area

RL + 84.00

Variable 15,000 - 15,900

*nla excludes lift core, stairs, risers and bathrooms 9

RL + 40.00

8 4.500

LEVEL 12 (PLANT)

12 18,415 sqm 16,387 sqm 88% 160 5

RL + 100.00 LEVEL 20

RLand + 96.00 LEVEL 19 Adding of podium crown to vanity height. 350m building RL +max 92.00 LEVEL 18 height. (Melbourne Built Form Low Rise RL + 88.00 LEVEL 17 Number of floors Controls)

4.500

8,300

P6 RL + 64.00

Median floor shown on left Median floor area Service core area Median floor efficiency

13,500 CRS

RL + 72.00

tower dashed above

*nla excludes lift core, stairs, risers and bathrooms

14,800

Plan 1:500 @ A1

Tapering of envelope 12 to increase nla efficiency of low and Breakdown mid rises. of Sky Rise Number of floors Gross floor area Net leasable area Average floor efficiency MaximumRL occupancy 9,000 Number of lift cars

4.500

Median floor shown on left Median floor area

36.000

12 18,415 sqm 16,387 sqm 88% 160 5

Introduction of 2 mechanical floors. 4.500

Corners chamfered to reduce effects of vortex shedding and increase glazed surface area.

4.500

8,300

20x20m Service Core, floorplates at min. 75% efficiency, NLA of 100sqm.

RL + 104.00 LEVEL 21

10 SKY RISE PLAN

19.400

Service core area LEVEL 14 Median floor efficiency

5.200

I 4.500

Sky Rise

LEVEL 15

4.500

P4 Variable 9,420 - 10,500

RL + 76.00

4.500

7.400

F 4.500

5.200

E 4.500

7.400

D 4.500

C 4.500

8.000

C 4.500

B 4.500

13,500 CRS

RL + 100.00 LEVEL 20

13,970

RL + 80.00

36.000

B 4.500

8.000

RL + 104.00 LEVEL 21

Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

Commercial rental dining space RL + 120.00 LEVEL 25 Commercial kitchen space Bathroom RL + 116.00 LEVEL 24 Commercial rental retail space Storage RL + 112.00 LEVEL 23

RL + 108.00 LEVEL 22

Number of floors LEVEL 16 Gross floor area

S-01

20.000

RL + 112.00 LEVEL 23

LEVEL 17

10,425

8 9 10 11 12

RL + 116.00 LEVEL 24

RL + 84.00

Plan 1:500 @ A

3,685

RL + 120.00 LEVEL 25

RL + 88.00

GROUND/ STR

Podium Mezzanine Plan LEVEL 26 RL + 124.00

RL + 124.00 LEVEL 26

LEVEL 18

350m

3,685

RL + 136.00 LEVEL 29

RL + 92.00

15,000

RL + 148.00 LEVEL 32 + 144.00 LEVEL 31 Street levelRL plan

10,425

min. 75% efficiency, NLA of 100sqm.

RL + 140.00 LEVEL 30

LEVEL 19

2,134 sqm 400 sqm 81%

RL + 152.00 LEVEL 33*nla(PLANT) excludes lift core, stairs, risers and bathrooms

P1Core, floorplates at

RL + 144.00 LEVEL 31

RL + 96.00

Median floor shown on left Median floor area Service core area Median floor efficiency

36.000

20.000

TOWER ENVELOPE - FORM FINDING

20x20m Service

RL + 148.00 LEVEL 32

7.400

RL + 152.00 LEVEL 33 (PLANT)

Variable 12,875 - 14,845

20 41,389 sqm 33,389 sqm 76% 330 5

8,000

RL 000

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

RL + 160.00 LEVEL 34

8,780

C 4.500

RL + 164.00 LEVEL 35Mid Rise

RL + 164.00 LEVEL 35

robe St.

B 4.500

8,000

RL + 168.00 LEVEL 36

12,680

RL + 176.00 LEVEL 38

RL + 176.00 LEVEL 38 RL + 172.00 LEVEL 37

36,000

Exhibition St.

PODIUM MEZZ

Plan 1:500 @ A

D 4.500

E 4.500

F 4.500

G 4.500

H 4.500

4.500

C D SKY RISE4.500 PLAN

4.500

Plan 1:500 @ A1

4.500

CoxGomyl Facade Access High Complexity (7000 Series)

4.500

19.400

4.500

13,500

Median floor efficiency 13,970

18,780

*nla excludes lift core, stairs, risers and bathrooms

F 4.500

G 4.500

H 4.500

I 4.500

4.500

3 4.500 4.500

0.9 BMT custom SS flashing around mechanical vent.

4.500

Trapezoidal profiled 4 roofing,

FALL 5 min

Stratco Prodeck.

4.500 4.500

4.500

B 4.500

Median floor shown on left Median floor area Service core area Median floor efficiency

7 4.500

C 4.500

EMS Box F

D 4.500

4.500

Plan 1:500 @ A1 8,150

4.500

7.100

1,821 sqm 236 sqm 87%

MS RHS 300 x 200 beam to support curtain wall glazing.

9.800

*nla excludes lift core, stairs, risers and bathrooms

4.500

MS RHS beam, between box beams, Ref S/Eng.

2.800

Median floor shown on left Median floor area Service core area Median floor efficiency

19.700

RL -300

20 33,589 sqm 28,869 sqm 83% 280 5

4.500

MID RISE PLAN Plan 1:500 @ A1

Breakdown of High Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

4 5

20 33,589 sqm 28,869 sqm 83% 280 5

Curtain wall glazing system fixed SHS truss

8,150

4.500

Variable 10,700 - 12,680

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

36,000

4.500

250dia CHS brace. Ref S/Eng.

High Rise

HIGH RISE PLAN

4 1,821 sqm 236 sqm 87%

*nla excludes lift core, stairs, risers and bathrooms

G fins H withI beam 6 4.500 Ref 4.500 S/Eng 4.500 4.500 taper.

4.500

FALL 5o min

Uncovered Storage

4.500

4.500 4.500

20 33,589 sqm 28,869 sqm 83% 280 5

4.500

4,830 4.500

5 Breakdown of High Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

*nla excludes lift core, stairs, risers and bathrooms

*Roof to drains to floor below.9

1,537.4 sqm 143.4 sqm 89%

Median floor shown on left Median floor area Service core area Median floor efficiency

4.500

Plan 1:500 @ A1

Drawings diagramic only.

HIGH RISE PLAN

4.500

2Median floor shown on left Median floor area

1,821 sqm

Service coreCounterweight area 236 sqm Dynamic Median floor efficiency 87%

*nla excludes lift core, stairs, risers and bathrooms

4.500

8,300

4.500

36.000

1,537.4 sqm 143.4 sqm 89%

Leatop Plaza, Guangdong

12 18,415 sqm Net leasable area 16,387 sqm Refer final drawings. Average floor consultant efficiency 88% Maximum occupancy Elements for160 Number of liftomitted cars 5 clarity.

4.500

Median floor shown on left Median floor area Service core area Median floor efficiency

Breakdown of Sky Rise Number of floors

BMU Gross Operation floor area

0.9 BMT, custom SS parapet flashing.

19.400

12 18,415 sqm 16,387 sqm 88% 160 5

4.500

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

*nla excludes lift core, stairs, risers and bathrooms

4.500

Plan 1:500 @ A1

4.500

SKY RISE PLAN

3 1

4.500

E 4.500

Sky Rise

4.500 E

D 4.500

2 D

C 4.500

B 4.500

1,537.4 sqm 143.4 sqm 89%

Variable 9,420 - 10,500

4.500

Median floor shown on left floor area PF Median Service core areaPG

4,600 8

27,000

4.500

13,500

12 18,415 sqm 16,387 sqm 88% 160 5

4.500

La 6Trobe St.

4.500

Breakdown of Sky Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

8,300

4.500

Crown Roof Plan 3 Lt Lonsdale St. of Mid Rise Breakdown of floors Plan 1:50 Number 4 Gross floor area 4.500

Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

20 41,389 sqm 33,389 sqm 76% 330 5

Median floor shown on left Median floor area Service core area Median floor efficiency

2,134 sqm 400 sqm 81%

4.500

C 4.500

D 4.500

E 4.500

F 4.500

G 4.500

H 4.500

Plan 1:500 @ A1 Conc. up stand ref details.

8 8,000

Variable 12,875 - 14,845

4.500

*nla excludes lift drain core, stairs, risers and bathrooms

step @ A12 Planraised 1:500 3

4 5 6 7

4.500 4.500 4.500

4.500

Covered street canopy Commercial rental eatery space Commercial rental retail space Bathroom Lift lobby Storage Loading dock

8 overflow 11 25,194 sqm 9 20,793 sqm 10 11 79% 12 250 fall5 50mm to sump

fall 5o min

4.500 4.500

step

Commercial rental dining space Commercial kitchen space Bathroom Commercial rental retail space Storage

raised step A

B 4.500

Median floor shown on left Median floor area Service core area Median floor efficiency

2,376 sqm MECHANICAL 272 sqm ROOM 83% acoustic isolators to all plant *nla excludes lift core, stairs, risers and bathrooms

C 4.500

4.500

Drainage channel, 50mm min depth.

4.500

4 5

28,500

Breakdown of Low Rise Number of floorsArm 11 Telescopic Gross floor area 25,194 sqm Net leasable area Cradle 20,793 sqm Customisable Average floor efficiency Maximum occupancy Number of lift cars

79% 250 5

6 4.500

*nla excludes lift core, stairs, risers and bathrooms

tower dashed

4 3

4.500

drain

36.000

2,376 sqm 272 sqm 83%

20.000

11 25,194 sqm 20,793 sqm 79% 250 5

7.400

RL 9,000

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars Median floor shown on left Median floor area Service core area Median floor efficiency

Plan 1:500 @ A1 1 2

fall 5o min

Low Rise

LOW RISE PLAN

4.500

Variable 15,000 - 15,900

9 8.000

9above

4.500

drain I G in Hchannel, Ref hydraulic eng. 6 Spec.

4.500

BMU(dashed for clarity) on reinforced conc. plinth, Ref S/Eng dwgs.

4.500

ESiphonic F

D 4.500

LIFT

36.000

4.500

5 Siphonic drain in channel, Ref hydraulic Eng. Spec.

4.500

*nla excludes lift core, stairs, risers and bathrooms 9

6 7

2,134 sqm 400 sqm 81%

PC Al. vertical chevron louvre cladding, Louvreclad Altura or sim. approved

overflow

Podium Mezzanine Plan Conc. Plinth Breakdown of Low Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

Service core area Median floor efficiency

4.500

7.400

Median floor shown Articulated jigon left Median floor area

4.500

fall 5o min

2 4.500

4,830

4.500

7.400

LOW RISE PLAN

4.500

20 41,389 sqm 33,389 sqm 76% 330 5

4.500

acoustic isolators to all plant

fall 50mm to sump Street level plan

8.000

4 8

4.500

7.400

4.500

Median floor shown on left Median floor area Service core area Median floor efficiency

2,376 sqm 272 sqm 83%

*nla excludes lift core, stairs, risers and bathrooms

4.500

5.200

PC Al. Horizontal chevron louvres with vermin mesh, Louvreclad Ellenborough or sim. approved. Locations TBC between S/Eng & Mech/Eng

8,000

4.500

MECHANICAL LIFT *nla excludes lift core, stairs, risers and bathrooms ROOM

4.500

2,134 sqm 400 sqm 81%

4.500

Median floor shown on left Median floor area Service core area Median floor efficiency

Breakdown of Mid Rise Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy 3 Number of lift cars

4.500

Conc. footing for box beam fins, Ref S/Eng dwgs.

5.200

20 41,389 sqm 33,389 sqm 76% 330 5

36.000

fall 50mm

Number of floors Gross floor area Net leasable area Average floor efficiency Maximum occupancy Number of lift cars

20.000

4.500

Mid Rise

MID RISE PLAN

4.500

REET LEVEL PLAN 2 A1

B 4.500

Waterproofing/ chemical protection, Sikafloor 264T, Polycloth, Microl 2000, Sikaflex Pro

Crown Floor Plan APlan 1:50 B

Max Req'd Reach to service crown to level 2

TPO Waterproofing 36.000 Membrane, Aedex WPM 612

7,600

ZANINE PLAN

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ISSUE NO.

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DRAWING NO.

2 A6.2

3 A6.2

5 6.3

MS Box beam fins with taper. HDG600P7 coating system to comply with as to AS/NZS 2312:2004

2 1/A6.2

Section Through Crown

4 A6.2

1:50

5 A6.2

Custom capping to vertical screen. Std fixing applies

RHS beam welded between fins Pin connection between CHS brace to RHS beam

3 1/A6.2

Section Through Crown

1:50

Section Through Crown 1:200

0.9 BMT PC Al flashing, mechanically fixed on vertical face to timber blocking

NOTE All feature MS structural elements (braces and fins) to be finished with HDG600P7 coating system as per AS/NZS 2312:2004

Galv. MS. box beam fins, tapper vertically.

Custom flashing over large penetration in roof. Ensure 350min lap.

Custom projected cleat, main surface to sit flush with face of louvers. Cast into conc wall

Stratco Prodeck. Trapezoidal profiled roofing, over taut wire mesh

370

3a 6.3 PFC Rafter, Ref S/Eng

3b 6.3

Mechanical through roof indicatively dashed

MS CHS Brace

PC Al. head flashing 300mm thick reinforced conc. wall

4 6.3

9,480

Galv. T section bolted to bracket. Louvre cladding mechanically fixed with horizontal joint

LOCATION OF BMU UNIT

Syphonic drainage system. SS guard grate. Ref hydraulic spec.

360

TPO membrane, ensure 300min upstand, terminate with pressure bar.

Aluminium door. ref Schedule

PC Al. vertical chevron louvre cladding, Louvreclad Altura, ref. Spec

Conc. plinth for fins, Ref S/Eng

Screed fall to drain

150

500 Upstand

Stratco Prodeck wall cladding on propreitary steel top hat cavity system

Ventilated Mech. Room

Galv. brackets chemset into wall, 125 min embed. Inspection hatch to base of box beam fins, ref shop dwgs

base plate to cap upstand, seal against transom with PEF rod and sealant

6 6.3

300mm thick reinforced conc. wall

2,000 CRS

MS SHS truss span between horizontal beams at 1500 crs to support mullions of curtain wall.

Ref S/Eng for bracing sizing Unitised glazing units halved in height due to wind loading restrictions

PC Al. Horizontal chevron louvres with vermin mesh, Louvreclad Ellenborough Locations TBC between S/Eng & Mech/Eng

100mm min dia pressure pipe, Ref Hydraulic Eng. for Spec.

Perimeter beam

REFER STANDARD MECH FLOOR

Section Through Crown

1/A6.2

1:50

5 1/A6.2

Section Through Crown 1:50

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ASSIGNMENT 6 : DESIGN DEVELOPMENT ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY 2017 , SEM 1

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ISSUE NO.

TITLE

DRAWING NO.

A6.2

16mm Laminated glazing. Proprietary Curtain wall unit. Ref Selections and Spec.

16mm Laminated glazing. Proprietary Curtain wall unit. Ref Selections and Spec. * For Prelim Info Only. Clear glazing, white al. joinery

Allow to pre-drill and weld galv threaded rod through plate steel.

1/A6.3

Vertical IP.65 LED linear light, Ref selections . SS Curtain wall bracket mechanically fixed to mullion, ref MFR Spec.

420

Propriet. Al. joinery adapter for single glazing. Outside face to match stnd IGU. Ref Spec for alt. hi-strength glazing adhesive to crown

Lower fixed bracket welded to face of box beam fin. Contractor to test prototyping site weld vs prefab.

Electrical to run down access panel at base

Custom 16mm exterior, scratch & UV resistant clear acrylic cover, vertical grooves to diffuse light

Allow for adjustable oversized slots to the sides of the acrylic cover, ensure sections join flush vertically.

Use washers when fixing acrylic panel. EPDM washer between MS box beam and acrylic.

Custom clear acrylic cover

Wind-beam welded to box beam fin. Ref S/Eng. Make good surface, galv coating prior to applying finish coating.

SOLAR SHADING SCREEN OMITTED FOR CLARITY. REFER STANDARD DETAILS ON SHEET A5.3

Primary GU Juction to Structure

4/A6.2

Section 1:10

16mm Laminated glazing. Proprietary Curtain wall unit. Ref Glazing Schedule for Selections, finish and Specs.

Galv Ms RHS horizontal wind beam. Ref S/eng. 180

Tag to horizontal box beam, perimeter fillet weld. Ref S/eng

* For Prelim Info Only. Clear glazing, white al. joinery

3a. Juction to Horizontal Wind Beam

Stack joint curtain wall unit.

Predrill drainage holes prior to galvinising. 2 per beam on opposite ends.

SS Curtain wall bracket, to top of curtain wall only Lower fixed bracket fixed to face of RHS wind beam. Contractor to test prototyping perfab/ site weld w. S/Eng.

Galv MS vertical RHS wind truss. Ref S/Eng

Top plate of RHS truss fixed to horizontal wind beam, fixing type subject to S/Eng final design.

9mm SS (316 grd.) bracket to fix mullion to vertical RHS wind truss

3b. Juction to Vertical Wind Truss

Make good penetrations in galv. surface. Use oversized washers for bolt fixings.

Ref. 3a/A6.3. Juction to Vertical Wind Truss

Custom 16mm clear acrylic cover

Ref. 3b/A6.3. Juction to Vertical Wind Truss

Base plate of RHS truss fixed to horizontal wind beam, fixing type subject to S/Eng final design.

Windbeam below

3a/b

Secondary GU Juction Structure

4/A6.2

Plan 1:10

330

27Â°

Primary GU Juction to Structure

4/A6.2

Plan 1:10

9mm SS (316 grd.) bracket to fix mullion to vertical RHS wind truss

Galv MS vertical RHS wind truss. Shown opaque for visual clarity. Ref S/Eng and Shop drawings.

175

Custom Al. joinery extrusion set to be designed by fascade manufacturer. ref shop dwgs. Colour TBC

4 NOTE All feature MS structural elements (exposed beams, braces and fins) to be finished with HDG600P7 coating system as per AS/NZS 2312:2004

Secondary GU Juction Structure

4/A6.2

Section 1:10

750 NOM.

Custom curtain wall panel, profile set out to elevation to fall with angle of vertical box beam fins, ref manufacturers shop dwgs.

Ref detail: Secondary Fixing to Vert. Wind Truss, Allow for fixing points to be welded to top Wind Beam

Sikaflex 11FC Sealant to nom 3mm max. gap. ensure 20mm each side when under lapping at joints.

Fall

Pre drill through aluminium joinery, mechanically fix through beads of sealant 20mm dia before compression.

1.2 BMT PC Al. custom flashing. provide screed for fall over conc. nib. 130x30 EA mechanically fixed to top of nib upstand with Ramset Epcon C6, 120mm min embed

MS Welded fin, dashline shows profile at tip.

Top wind Truss at various sizing, Ref S/Eng dwgs & Shop dwgs required fo all.

150

Expsn. Gap Nom. 10mm

30mm chase to conc nib upstand, seal with Sikaflex 11FC or sim. approved. Fall

Screed fall to top of upstand 230

Ref detail: Secondary Fixing to Vert. Wind Truss

Propreitary termination bar mechanically fixed into vertical face. Apply sealant to top

Allow for adjustable oversized slots to the sides of the acrylic cover, ensure sections join flush vertically.

TPO waterproofing membrane, Ref Selections.

Ref detail: Primary Fixing Point to Horiz. Wind Beam

Galv MS RHS wind beam welded to sides of feature box beam fin. Ref S/Eng for connection requirements.

16mm Laminated glazing. Proprietary Curtain wall unit. Ref Selections and Spec.

5 4/A6.2

Top of Feature Glazing & Fin

4/A6.2

1:10

Flashing to Roof Parapet Upstand 1:5

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ASSIGNMENT 6 : DESIGN DEVELOPMENT ABPL90118 APPLIED ARCHITECTURAL TECHNOLOGY 2017 , SEM 1

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DRAWING NO.

A6.3

Bro

Chelsea

004

Broadbeach Surf Life Saving Club • Broadbeach Surf Club, Gold Coast, Qld • Third Year Studio Coordinator, Timothy O’Rouke

An investigation into the Australian summer and the iconic surf clubs along the Queensland East Coast. Interviews were conducted with the staff and existing users at the surf club. After assessing the want and needs, multiple proposals were explored. A conclusion was then reached that a new building was deemed necessary. The proposal draws upon the materials and form of the neighborhood bungalows. The design was driven by programming needs, having clear distinctions of public/ private, offices, club space and storage as well as additional program for dormitories. Taking advantage of the location, a cafe and event space were introduced as alternatives to pokies that have plagued other clubs on the coast. Above: Surf club viewed from the street. The corner retail space activates & aims to generate healthy revenue. Top Right: Site plan & site section Right: Sketch studies of the site context and urban fabric

a Ave

Broadbeach Blvd

oadbeach Park

Atrium and Co The building to maximize th mass of the bui outdoor spaces and becomes building to whi arranged aroun

ourtyards mass is pushed to the boundary he site. Courtyards break up the ilding, providing functional, secure s. The atrium draws in the exterior the activated space within the ich circulation and program are nd to encourage social incidents.

Above: Open but sheltered. Private club accomodation overlooks flexible courtyard space. Left: Ground floor & first floor plan. Below: Opening in the elevations respond to the context of the street and the groove of Norfolk pine around the reserve.

Above: Section perspective showing the atrium and courtyard Below: Section through activated circulation spaces

005

Folly in the W

â&#x20AC;˘ UQ St Lucia Campus, Qld â&#x20AC;˘ Second Year Studio Coord

Begun as an 2D interpretation of a prose phenomena of time, perception and the pa conditioning our perception. Numerous 2D a were made which translated into spatial stud which were distilled into an architectural lang A site was selected on campus for the pr into an architectural response. The propos genius loci of a particular void observed in over the lake. The folly provides a destination where on for distilling thoughts, contemplation and dre

Above: In-situ concrete and cantilever steel structure follows the form of the folly. Left Top: Elevation showing the folly branching over the lake Left Below: Elevation showing the folly branching over the lake

Woods

d dinator, Doug Neale.

by Bachelard on the art memory plays in and 3D abstractions dies, the essence of guage. rose to be translated sal responds to the n the canopy arcing

ne might find refuge eaming.

006

Bondi Beach House

â&#x20AC;˘ AC-CA Sydney Container Vacation House â&#x20AC;˘ Team, Tahj Rosmarin, Thomas Mclaughlin & Estelle Peters.

Exploring potential of the container module. The building responds to the containers inherent structural nature in spanning and cantilevering. Each container dictate the orientation and view to major landmarks around Bondi Beach. The proposal takes cues from the lighthouse, while functioning as a residence, the building also serves as a marker in the landscape on the peninsular site. Rising vertically from the site. Above: View of Waves Crashing into the Sea Bath. Below: Site Plan by Tahj Rosmarin.

SISTER SYSTEM EARTH LAYER... $!Ĺ?earth building adapts to support plant production for itself and its sister below. Alterations are made to living patterns and construction methods to allow people to inhabit the ceilings. Some sections of buildings are converted to filter systems for wastewater before it gets returned into the cycle.

With every day that passes, and every layer that is stripped away, the story seems to be drawing ever closer to its endâ&#x20AC;Ś

Ä&#x2018;Ĺ? ! fo Ä&#x2018;Ĺ?

Ä&#x2018;Ĺ? ((+3/Ĺ?/1*Ĺ?0$.+1#$ Ä&#x2018;Ĺ? %!3/Ĺ?1,Ĺ?0+Ĺ?! .0$ Ä&#x2018;Ĺ? %!3/Ĺ? +3*Ĺ? * Ĺ?+10Ĺ? into the universe

or its beginning?

007

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Inversion (Competition)

â&#x20AC;˘ Sona SuperStudio 24hr Ideas Competition â&#x20AC;˘ Team members, John Ellway, Kelsey Jackson â&#x20AC;˘ Queensland State Winners 1

The brief asked us to propose an dramatic sudden event, causing a shift in paradigm and the roles of architects as the agents in this change. Our entry proposed a global event, where due to human intervention, gravity has flipped and we now inhabit a world falling apart in the literal sense. 4 Out of the countless possibilities of this future, we decided to focus on the responsibility of the architects in providing a basic framework to re-establish social structure in this new environment. Our response follows the 3 decades since the event. We aimed to document the adaptive reuse of the existing urban fabric and new typologies of living to respond to surviving in an ever changing coastal/ marine environment.

OLD EARTHâ&#x20AC;&#x2122;S OZONE LAYER INTACT.

FINAL PIECE OF ARTIFICIAL LAYER SET IN PLACE 10KM FROM EARTHâ&#x20AC;&#x2122;S SURFACE.

OLD EARTHâ&#x20AC;&#x2122;S OZONE OZONE LAYER DEGRADED. LAYER INTACT.

FINAL PIECE OF ARTIFICIAL GRAVITATIONAL INVERSION LAYER SET IN PLACE 10KM OCCURS. FROM EARTHâ&#x20AC;&#x2122;S SURFACE.

Ĺ? Ĺ?

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Ä&#x2018;Ĺ? ! 0ÄĄ /! Ĺ? food sources Ä&#x2018;Ĺ? 0!.

SISTER SYSTEM NEW GROUND LAYER... $!Ĺ?new ground structures carefully and conservatively balance human shelter with enough land to sustain livestock "+.Ĺ? +*/1),0%+*Ä&#x2039;Ĺ? $!5Ĺ?%* +.,+. 0!Ĺ?Ĺ? all the processing and servicing elements that the two sisters will need to survive. %*0 %*%*#Ĺ? Ĺ?2%/1 (Ĺ? +**! 0%+*Ĺ? with the earth is considered important to the mental wellbeing of the human population, so all apartments open onto atriums that act as sunlight wells.

!#!ÄĄ /! Ĺ? oods 0!.% (/

$!Ĺ? +*/0.1 0%+*/Ĺ?) '!Ĺ? +*/ %+1/Ĺ? use of the available materials and are the epitome of recycling.

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Above: Architectural response to the new environment, A collective effort between the earth dweller and the sky dweller. Top Left: View down to the new ocean and itâ&#x20AC;&#x2122;s occupants in the sky. Below: Storyboard leading to the event, by John Ellway

1 2

OLD EARTHâ&#x20AC;&#x2122;S OZONE LAYER INTACT.

2 3

OZONE LAYER DEGRADED.

OLD EARTHâ&#x20AC;&#x2122;S OZONE LAYER INTACT.

OZONE LAYER DEGRADED.

ARTIFICIAL OZONE LAYER UNDER CONSTRUCTION.

23 4

34 5

5 6

OZONE LAYER DEGRADED. ARTIFICIAL OZONE LAYER UNDER CONSTRUCTION.

ARTIFICIAL OZONE LAYER FINAL PIECE OF ARTIFICIAL UNDER LAYER CONSTRUCTION. SET IN PLACE 10KM FROM EARTHâ&#x20AC;&#x2122;S SURFACE. GRAVITATIONAL INVERSION

FINAL PIECE OF ARTIFICIAL LAYER SET IN PLACE 10KM FROM EARTHâ&#x20AC;&#x2122;S SURFACE.

GRAVITATIONAL NEW WORLD: INVERSION OCCURS. A new animalistic hierarchy must now form between the parallel layers of habitation. A physical gap now separates those residing on their ceilings and their counterparts below dodging the falling remnants of a past life...

OCCURS.

NEW WORLD: A new animalistic hierarchy must now form between the parallel layers of habitation. A physical gap now separates those residing on their ceilings and their counterparts below dodging the4falling remnants of a past life...

GRAVITATIONAL INVERSION OCCURS. NEW WORLD: A new animalistic hierarchy must now form between the parallel layers of habitation. A physical gap now separates those residing on their ceilings and their counterparts below dodging the falling remnants of a past life...

008

Ghost Chips (competition) â&#x20AC;˘ 2018 Brick Bay Folly â&#x20AC;˘ Team members, Victoria King

ARTIFICIAL OZONE LAYER UNDER CONSTRUCTION.

The proposed folly draws upon the past and future to commemorate and celebrate the works of John Scott. Recently demolished to much controversy, the work aims to reconcile the history of an building by resurrecting the essence of the building in an new location, one that would be experience by many to contrast with the isolated location of its past life. Memory of the wall and openings are captured in volumes of white mesh, while a series of platforms and walkways navigate float between the wall to guide the visitor through its memory

Above: Plan of folly on site Top: Perspective of the folly 4

Above: Visualisation of banquet structure nested in the bush, amenity structures can be seen in the distance. Left: Defining the geometry of the banquet roof and timber batten placements.

009

Encampment

â&#x20AC;˘ Yarramalong, Charlwood, Qld â&#x20AC;˘ First Year Studio Co-ordinator, Michael Dickson

Encampment was a response to the Australian bush. Existing opportunities and patterns were recorded and the site surveyed, various programs was to be arranged into the bush setting including ablutions, kitchen and a banquet pavilion. Existing paths were abstracted to form the promenade architecturale, leading one to experience all the intimacies the bush. The path ultimately leads to a circular clearing. Responding to this, a dome of the classical order, in modern vernacular timber battens and glass, creates a place of stillness in the myriad of vegetation and through the oculus, offers a glimpse to the opening above.

010

Dreaming How Sleep Can Change the World â&#x20AC;˘ Manifesto Outcome for 21st Century Architecture â&#x20AC;˘ Course Co-ordinator Dr Anne Marie Brannan

Dreaming distills a semesters of critical reading on contemporary discourse in architecture and is a formation a new vision for architects and their ambitions. The manifesto explores current social issues surrounding the stigma around sleeping in public. Architectural interventions are interogated, distilled and formulated as new opportunities for architectural activism to promote larger issues of social equality and greater civil liberties.

Above: Render for Newtown School

Professional Works

011

Kairangi Village (Stage 1 & 2) • Jerram Tocker Barron Architects, Wellington, NZ • 39 Dwelling Residential Development • Documented in Archicad

The seaside neighborhood of Miramar Peninsula is undergoing significant changes due to the recent influx of young creative professionals drawn by the thriving movie industry. Combined with the current shortage in housing stock, 39 dwellings have been approved on a historically industrial lot. The units are arranged around a loop road with outlook into the central communal park. 9 have been built to provide affordable social housing with support services. These units cater for the elderly and disabled, placed at the entrances, they serve as custodians to the ins and outs of the community. My role was to support our director from building consent to completion, liaising with council, contractor, sub-consultants, purchasers and the client. During the build, over 300 architect’s directions were provided to support the main contractor where clarification or additional information were required. Working closely with the main contractor we delivered the project to the purchasers’ expectation.

Top Left: Various materials and compositions breakup the visual density of the development. Above: View from entry. Units back onto private outdoor space and looks out onto the central pocket park also serving as a rain garden to manage run off. Below: Aerial view of the complete stage 1 & 2 of the development, earthwork for stage 3 commencing

Over Page : Various contract documentations and architects directions issued during the building and contract administration phase. Some units have also recieved additional purchaser customistation and revisions.

GENERAL

Notes

9,285 ceiling joists 90 x 45 at 600 crs

The Contractor is to verify all dimensions and levels on site before commencing any work.

rafters 190 x 45 at 600 crs

All construction work to be in accordance with New Zealand Building Code and approved documents and New Zealand Standards

4Â° roof trusses at 900 crs girder truss

4.05.07

R10

A5.31

All timber framing to be SG8 unless specified otherwise on the plans or in the specification. Timber treatments to comply with NZS 3602: 2003

Min R3.2 ceiling insulation with minimum 25mm ventilation gap to underside of roof cladding

R11

A5.31

3. Structure 3.02.04

20 series reinforced masonry block 20 series (200mm) reinforced masonry block with tanking and 47mm strapping and 50mm polystyrene to interior . Refer to engineers drawings for steel size and placement.

3.10.01

Floor Framing 20mm T&G strandboard on timber joists and H3 plywood to wet areas. refer framing plan for timber size and crs

Refer to door and window schedule for opening sizes and further information.

storage above

Selected concrete pavers, over bedding to suit, to upper and lower courtyard

frame height 2,450

BEDROOM

HALL

SFL +16,499

wall framing 180 x 45 at 400 crs (2/90 x 45) Refer Engineer

SFL +16,499

LIVING Conc slab with insulation under

Concrete steps: Minor Private Stairway. Treads 250mm, Risers 180mm

L64

Free draining imported hardfill to TNZ F/2 specification- no fines

F22

A5.54

3.02.04

LAUNDRY

A5.03

Load-bearing walls to be as per NZS 3604:2011, Table 8.2. Top plates to load-bearing walls to be sized in accordance with NZS 3604:2011, Table 8.16 Allow for additional 140x45 plate fixed over all top plates supporting trusses only NOTE: Dwangs at 800 crs max. for internal walls only All wall framing to be SG8.

SFL +13,747

LT7 roof cladding 0.55 BMT Dimond LT7 roof cladding, colorsteel endura selected colour prefinished profiled metal roofing over Thermakraft 215 building paper over safety mesh, purlins at crs specified by structural engineer (refer structural engineers drawings) . R3.2 batt insulation

EXTERNAL WALLS UPPER LEVEL Typically 90x45 H1.2 studs at 400 crs max. except where noted on plans. Dwangs at 800mm crs max for weatherboards

200 x 45 hySPAN floor joists @ 450 crs max, perpendicular to main floor joists, cantilever 660mm beyond wall, backspan to 200x 63 hySPAN

KITCHEN

SSL +14,747 +13,597

POINT LOADS Allow for multiple studs under points of support, to beams, double joists, trimmer joists as required. Refer also to Structural Engineer's drawings

Joists 190 x 45 @ 450. Boundary joist 190 x 90 acting as lintel

2,000

950

1,830

+14,585

4.05.07

INTERNAL WALLS 90x45mm H1.2 studs at 600 crs max, except where interior walls are over 2.7m- to be 90x45mm @ 400 crs max.

W55

A5.15

2,200

frame height 2,560

1,600

COURTYARD

Location: House 18 -21 Windzone: Very High Corrosion Zone: D Earthquake Zone: 3

EXTERNAL WALLS LOWER LEVEL Typically 90x90 (2/90/45) H1.2 studs at 600 crs max, except where noted on plans. Dwangs at 800 crs max for weatherboards

90 x 45 soffit framing

Upper level retaining wall as part of Civil Works

4. Enclosure

FRAMING NOTES

200x63 HySPAN floor beam

3.10.01

90 x 45 joists at 400 with particle board flooring

WARDROBE

2,220

200 x 45 hySPAN floor joists @ 450 crs max, parallel to section view

13mm GIB ceiling on Rondo battens @ 600 crs max to underside of roof framing

WALL LEGEND

bin store

FIRE / ACOUSTIC WALL

tub

FRR 1 JHETGJ30 (30)/30/30 Two Way FRR timber fire wall 2 x 10mm gib standard & selected James Hardies FC cladding

Conc slab with insulation under SSL +11,100 SSL +11,100 +11,050 1 9 Ground Floor

SSL +11,100 +11,050 1 9 Ground Floor

FRR 2 GBT(L)A 30a (30)/30/30 Two Way FRR double timber fire wall 2 x 10mm gib standard each side, 2 x 90mm faming with 25mm gap

F13

A502

Timber framed walls

W91

A5.19 20 series concrete block walls

Section BB

1:50 TIMBER TREATMENT

Timber Treatment for Radiata Pine

H1.2 Enclosed roof framing and trusses:

9,285

- Enclosed skillion roof framing and associated roof members - All roof trusses, including gable end trusses, roof framing, ceiling and eave framing, purlins and battens

4Â° rafters 190 x 45 at 600 crs

4.05.07

roof trusses at 900 crs Bathroom extractor ducting exiting through soffit

A5.31

3.10.01

200x63 HySPAN floor beam

1,210

615

Enclosed wall framing bottom plates Window reveals to aluminium windows Cladding or exterior trim painted

200x63 HySPAN floor beam

Cladding or exterior trims unpainted, clear finished H3.2 or stained

SFL +16,499

F02

1,800

A5.01 Conc slab with insulation under

DINING

240 x 45 @ 400 crs max, perpendicular to main floor joists. cantilevered 615mm beyond outside line of wall framing. Backspan 900mm to joist (by engineer)

KITCHEN

Posi struts: ref engineer

W90

+13,597

2752

frame height 2,563

Other framing: - Framing exposed to the weather and above ground, including deck joists/ bearers

LIVING

+14,585

Other framing: - Framing exposed to the weather and is in contact with the ground

INSULATION NOTES Refer NZS4218:2009 Schedule Method (calculations included within Specification) for compliance

SSL/SFL +13,747 INSULATION ZONE: 2

A5.19 W101

sim

3.02.04

GARAGE

FC Sheet soffit lining with framing to suit 615 2647

Laundry extractor ducting exiting through soffit

300

L63

A5.54

Blockwork retaining wall to Struct Eng details Low headroom auto sectional door operator allow for all blocking for support

2,100

Free draining imported hardfill to TNZ F/2 specification- no fines

frame height 2,413

A5.20 Timber retaining wall, top nom. 900mm above lower courtyard finished paving level

Interior flooring: - Interior flooring excluding flooring to wet areas (to be H3 treated plywood) wall cavity battens: H3.1 -Enclosed Battens used behind cladding to form a cavity

BEDROOM

PFC portal frame - refer structural

1,630

COURTYARD

BATH

Mid-floor framing: - All mid-floor framing, including boundary joists, celing framing and ceiling battens and double top plates

13mm GIB ceiling on Rondo battens @ 600 crs max to underside of roof framing

frame height 2,450

BEDROOM

Internal wall framing: - Internal walls

Min R3.2 ceiling insulation with minimum 25mm ventilation gap to underside of roof cladding

girder truss R.11

Upper level retaining wall as part of Civil Works

Enclosed wall framing protected from weather: - All exterior wall framing (except bottom plates) and other members including exterior and boundary joists

R10

230 PFC portal frame to Struct Eng details

TIMBER CONSTRUCTION: ROOF: R3.2 batts WALLS: R2.4 , nom 90mm thick batts UNDERSLAB: R1.3; 50mm thick EPS insulation GLAZING: R0.26 minimum double glazing Installation of all insulation shall be done in accordance with NZS 4246:2006- Energy Efficiency- Installing Insulation in Residential Buildings.

Sectional garage door

The installer of all insulation must be experienced and familiar with the health and safety requirements of Appendix B- NZS 4246:2006

Conc slab with insulation under SSL +11,100 SSL +11,100 +11,050 1 9 Ground Floor

SSL +11,100 +11,050 1 9 Ground Floor W93

INTERIOR LININGS

A5.19 F13

Generally, all interior linings to be 10mm GIB plasterboard to walls (refer to Bracing Plan for type) and 13mm to ceilings; plastered and painted to Level 4. Linings to wet areas to be Aqualine as per specification. Skirtings and architraves as per specification, all paint finish

A502 0E

27 NOVEMBER 2014

FOR CONSTRUCTION

29 AUGUST 2014

TENDER ISSUE

01 AUGUST 2014

QA VE REVIEW

23 JULY 2014

BC RFI

20 JUNE 2014

FOR BUILDING CONSENT

Revision

Date

Section BB

1:50

Reason for revision

AMENDED:

Kairangi

Check all dimensions on site. Do not scale from plans. If in doubt consult architect.

House 18-21 Sections

Dec 2013

Approved

#Architect Name To Scale at A1

1349

jerram + tocker + barron architects ltd

FOR CONSTRUCTION

level 1 | 28 cuba street | wellington tel 64 4 473 9803 | nelson 64 3 548 8781 office@jtbarchitects.co.nz | www.jtbarchitects.co.nz

Sheet No:

Rev:

AD18-21_301 0E

Notes

31 AUGUST 2015

FOR CONSTRUCTION

27 JULY 2015

WCC RFI

Revision

Date

W.198 Junction of wall to

W.199 Membrane roof termination

membrane roof & cladding

at junction to parapet wall

Reason for revision

AMENDED:

Kairangi

Check all dimensions on site. Do not scale from plans. If in doubt consult architect.

Details Details

1349 JTB To Scale at A1

1:5

Approved

jerram + tocker + barron architects ltd

FOR BUILDING CONSENT

level 1 | 28 cuba street | wellington tel 64 4 473 9803 | nelson 64 3 548 8781 office@jtbarchitects.co.nz | www.jtbarchitects.co.nz

Sheet No:

Rev:

A5.63

012

Kairangi Rise (Stage 3) •Jerram Tocker Barron Architects • Miramar, Wellington, NZ • http://kairangirise.co.nz • Documented in Archicad

Following on from the success of Kairangi Village, 26 additional units have received planning approval for the remaining hill site in Miramar. As the houses climb up the site, the units take on form and materiality from the neighborhood to reduce the visual impact of the density against its surroundings. We have successfully launched the project into the market with overwhelming interest and are continuing work to document the project for building consent, tender and construction.

Images: Utilising Artlantis render for ArchiCad and Adobe Photoshop, these render images were created as part of the marketing package.

013

The Charming Squire • Baber Studio, Brisbane, QLD, AU • Restaurant, cafe, bar & micro-brewery • Documented in Revit

Driven by the narrative of the first convict brewer. Raw material palettes were chosen to work with the shell of the existing building. Finer materials such as copper, timber and amber glass were selected to bestow a distinctive character to the space as a way of story telling. My involvement in this project focused on research into materials and subsequent detailing, 3D modeling and producing construction drawings. Top: The interior flows onto the street, to activate the public realm. Above: Mezzanine level, security fencing bent for balustrade and ceiling panels. Images courtesy of Toby Scott

Stanchions Typical 1000 CRS MSH Panel Lengths 3000

MSH

150

8 708

Sim

TM Hand Rail

Vertical MS UEA Stanchion Ref S/Eng

Timber Hand Rail MS EA Rail Refer S/Eng

TM Hand Rail

MS 75 EA Rail TBC by S/Eng

Hole in EA Galvanised Wire Loop or Clip

Vertical MS Angle Stanchion 90 x 75 UEA. TBC By S/Eng

1050

MSH

Vertical MS UA Stanchion Refer S/Eng

Counter Sunk Timber Screws Through MS EA Securing TM Hand Rail

MSH

Counter Sunk Bolts Into Vertical MS Angle Stanchion Hex Head Metal Screw Securing MSH to MS EA (Minimal Overlength) MS EA Rail Ref S/Eng

MS UEA Stanchion with Fully Welded Bottom Plate Bolted to Top Flange of MS UB

MSH

EA Floor Trim

MS EA Rail Floor Finish Refer Finishes Plan Substrate

Gap To Allow Debris & Rubbish to be

Finished Floor Level

FFL SFL Floor Batten Joist Refer to S/Eng Rough Sawn Packer

MS UEA WIth Bolted Connections to Web of MS UB Ref S/Eng

MS EA Shelf Angle Bolted to Web of MS UB Ref S/Eng MS UB Refer S/Eng.

MS UB Ref S/Eng

Exposed Bolt Heads

Vertical MS UEA Stanchion Ref S/Eng

Cleaned Out with Leaf Blower/ Compressor

Sim

8 708

Msh Press Folded

MS EA Floor Trim Floor Finish Ref Finishes Plan

MS UEA Stanchion Bolted Though Bottom Plate To UB Ref S/Eng

Substrate Packer

Floor Batten

Expressed Bolt MSH Ceiling Termination Fold

DETAIL SECTION

1 324

ELEVATION BAL 02

BAL 02

1 : 10

MS UB Ref S/Eng

Vertical MS UEA Stanchion with End Plate Bolted to Flange of MS UB

Hard Wood Joist Ref S/Eng Floor Beyond

TM Rough Sawn Packer MS UB

Web of MS UB

Opposite Top. View of external balcony over looking street. Opposite lower. Issued drawings for external balcony construction Right. View of mezzanine function DETAIL PLAN space, and Stair case in foreground PRELIMINARY - FORdrawings INFORMATION ONLY NOT FORcase CONSTRUCTION Lower. Issued for- stair during construction MSH

3 708

Bolt Placement through Bottom Plate of MS UA onto Flange of MS UB

MS EA Shelf Angle Ref S/Eng

MSH

Notes: All Internal Mild Steel Sections, Bolts & Brackets to be Raw Steel Mill Finish when Constructed, then Coated with BOMT.

Expressed Bolt

MS UB Web Vertical MS UEA Stanchion Refer S/Eng

Refer to Metalwork Schedule for Descriptions.

Edge of MS UB

3 708

BAL 02

DETAIL PLAN

1:2

BABER STUDIO KIM BABER - Registered Architect 1/33 Vulture Street, West End ABN 73 465 955 132 T: 07 3192 9640

BAL 02

1 : 10

CLIENT

CHECK ALL DIMENSIONS ON SITE BEFORE FABRICATION OR SETOUT. Do not scale off drawings. Use figured dimensions for construction. Consult architect if uncertain about information contained within drawings and or specification. © BABER STUDIO. These designs, drawings and specifications are copyright and must not be used, kept or copied by any means without written permission.

Godfrey Mantle PROJECT

ADDRESS

Note: Allow in Pricing for Balustrade Prototype to be Built, Tested and Approved for Crowd Loading Capacity to Structure Engineers Requirements.

DETAIL SECTION

8 708

BAL 02

REVISION

DATE

1 2

18/10/13 22/12/13

1:2

DRAWING TITLE

MESH BALUSTRADE - BAL 02 SCALE @ A3

Grey St Microbrewery, 2/133 Grey St, Southbank 4101

1 481

SCALE @ A1

As indicated

PROJECT No

1313

SHEET No

WD 708

207

Lysaught 102 Lipped Channels Bridging

HANDRAIL BEHIND 450

1 708

Sim

MSH STAIR BALUSTRADING & SCREEN

MTLBLK FLOORING, SLIP RATING TO CERTIFIERS REQUIREMENTS

465

MSH STAIR BALUSTRADING & SCREEN

MEZZANINE 8460 SFL

181

MEZZANINE 8460 SFL

18 181

PFC FLOOR FRAMING TO BE CONFIRMED BY STRUCTURAL ENGINEER

BOMT PFC BEARER REF S/ENG FOR DETAILS

181

STAIR BEHIND

16 RECESSED LIGHTING

181

EXISTING STRUCT. CONC BEAM

181

MSH STAIR BALUSTRADING & SCREEN

1991

HWD TM HANDRAIL 181

HWD TM HANDRAIL

12 TBC WITH CERTIFIER

181

TBC WITH CERTIFIER

181

3450

MTLBLK STAIR TREADS & LANDING, SLIP RATING TO CERTIFIER'S REQUIREMENT

181

MTLBLK STAIR TREADS & LANDING, SLIP RATING TO CERTIFIERS REQUIREMENTS

181

362

275 EQ

BOMT PFC STRINGER REF S/ENG FOR DETAILS

HWD TM HANDRAIL

MSH STAIR BALUSTRADING & SCREEN EQ

450

470

1097

BOMT PFC STRINGER REF S/ENG FOR DETAILS BOMT STAIR STRUCT. COLUMN REFER STRUCT. ENG. FOR DETAILS

EXISTING STRUCTURAL CONCRETE WALL

EXISTING STRUCTURAL CONCRETE FLOOR

EXISTING STRUCTURAL CONCRETE FLOOR EQ

1570

GROUND 5030 RL

2 480

SECTION STAIR 1b SECTION

GROUND 5030 RL

1 480

1 : 20

SECTION STAIR 1 SECTION ELEVATION 1 : 20

PRELIMINARY - FOR INFORMATION ONLY - NOT FOR CONSTRUCTION BABER STUDIO KIM BABER - Registered Architect 1/33 Vulture Street, West End ABN 73 465 955 132 T: 07 3192 9640

CLIENT

Godfrey Mantle PROJECT

ADDRESS

Grey St Microbrewery, 2/133 Grey St, Southbank 4101

REVISION

DATE

1 2 3

27/09/13 31/10/13 22/12/13

DRAWING TITLE

STAIR 1 CONT. SCALE @ A3

1 : 20

SCALE @ A1

1:10

PROJECT No

1313

SHEET No

WD 481

014

Norman St.

• Baber Studio, Brisbane, QLD, AU • Residential addition and alteration. • Documented in Revit

An existing post-war workers cottage was extended to accommodate an additional bedroom and two new living spaces to the rear of the house, The new living spaces are separated by an ‘lantern,’ drawing in light but shielding out the rain. I made physical models and construction documents to hand over to the contractor. Top: Exterior living space. The lantern draws light in and shelters the laundry/ exterior storage from the Queensland weather. Above: The outdoor living space semi enclosed by an veil against the harsh Queensland sun. Images courtesy of Baber Studio

FLASHING ROOF SHEETING FLASHING CLEAT

CLEAT PFC RING BEAM REF S/ENG

PFC RING BEAM REF S/ENG

INSULATION SOFFIT LINING REF FINISHES

FLASHING ROOF SHEETING

SOFFIT LINING REF FINISHES

AMPELITE SHEET CORRUGATED

EXISTING CEILING 20300 FL

PACKER

FLASHING

1 118

FLASHING CLEAT

ROOF SHEETING

ROOF SHEETING PFC RING BEAM REF S/ENG

TIMBER PURLIN REFER S/ENG

UB ROOF BEAM REF S/ENG

CLEAT

UB ROOF BEAM REF S/ENG SOFFIT LINING REF FINISHES

C SECTION STUD REF S/ENG

UB ROOF BEAM REF S/ENG

EA STUD REF S/ENG VERTICAL HWD BATTENS

CFC SHEET REF FINISHES

CEILING LINING REF FINISHES INSULATION

AMPELITE FLAT SHEET

TIMBER PURLIN REFER S/ENG

UEA STUD REF S/ENG

FIXED GLASS REF SCHEDULE PFC WIND BEAM REF S/ENG

EA RAIL REF S/ENG

TIMBER BATTEN

BOTTOM OF EA RAIL 19230 FL

GUIDE TRACKS

BOTTOM OF EA RAIL 19230 FL

UEA RAIL REF S/ENG

MS EA RAIL REF S/ENG

2 118

UEA RAIL REF S/ENG

UEA TRIM REF S/ENG

TOP OF HAND RAIL

2200

TIMBER HAND RAIL REF FINISHES BAL5 REF FINISHES

TOP OF HAND RAIL

18050

EA STANCHION REF S/ENG AMPELITE FALT SHEET

CFC SHEET REF FINISHES

1000

1020 NOMINAL

C SECTION STUD REF S/ENG

VERTICAL TIMBER BATTEN SLIDING DOOR REF SCHEDULES

TIMBER DECKING REF FINISHES

LEVEL 1 17030 FL

TIMBER DECKING REF FINISHES

BOTTOM RAIL

LEVEL 1 17030 FL

TIMBER TRIMMER REF S/ENG TIMBER JOIST REF S/ENG

EA TAGS

NAIL PLATE

450

TIMBER EDGE JOIST REF S/ENG TIMBER JOIST REF S/ENG

PFC BEAM REF S/ENG

NAIL PLATE UEA RAIL REF S/ENG FIXED TO BOTTOM OF PFC

TIMBER JOIST & EDGE JOIST REF S/ENG

450

TIMBER DECKING REF FINISHES

PFC BEAM REF S/ENG

BOTTOM RAIL

16580

EA BRACE REF S/ENG

CHS POST REF S/ENG

UEA RAIL REF S/ENG

EA RAIL REF S/ENG

16580

UEA BRACE REF S/ENG

1 105

SECTION BAL2

2 109

1 : 20

ISSUED FOR USE DURING CONSTRUCTION

BABER STUDIO KIM BABER - Registered Architect Unit 9/ 173 Boundary St, West End ABN 73 465 955 132 T: 07 3192 9640

SECTION BAL1

3 109

1 : 20 REVISION

CLIENT

LEON BOWES PROJECT

ADDRESS

55 NORMAN STREET, EAST BRISBANE

1 2 3

SECTION BAL1 w. SLIDING DOOR

DATE

1 : 20 DRAWING TITLE

15/11/13 13/12/13 19/02/14

WALL SECTIONS SCALE @ A3

1 : 20

PROJECT No

1315

SHEET No

WD 115

FLASHING (CUSTOM MADE TO SHAPE. REF ROOF PLAN) ROOF SHEET REF FINISHES

TIMBER PACKER

TIMBER NAIL PLATE COUNTER SUNK FIXING TO UEA RAIL

TIMBER PURLIN REF S/ENG

FLASHING

STANCHION COPED TO ALLOW TIMBER HANDRAIL TO SIT FLUSH TO TOP OF UEA RAIL

3 118

AMPELITE FIXING UEA RAIL COUNTER SUNK BOLT FIXED TO VERTICAL EA STACHION REF S/ENG EA STACHION COPED TO ALLOW TIMBER ABOVE TO SIT FLUSH TO UEA RAIL.

AMPELITE SHEET CORRUGATED REF FINISHES

TIMBER BALUSTRADE FIXED TO WELDED CLEAT CLEAT WELDED @ 400 CNTRS NOMINAL

PFC LANTERN FRAME REF S/ENG

SOFFIT LINING REF FINISHES

CLEAT WELD TO PFC LANTERN FRAME FIXED TO UEA STANCHION

INSULATION

EA RAIL REF S/ENG EA STANCHION REF S/ENG

3 118

TIMBER PACKER AMPELITE FIXING

DETAIL SECTION TIMBER BALUSTRADE

1:2

AMPELITE FLAT SHEET REF FINISHES

FLASHING ROOF SHEET REF FINISHES

OVERLAPPING AMPELITE SHEET FIXED TO VERTICAL TIMBER BATTEN NOTE: ALLOW FOR AMPELITE SHEET EXPANSION

TIMBER PURLIN REF S/ENG

OVER LAPPING AMPELITE SHEETS. REF FINISHES

VERTICAL TIMBER BATTEN UEA STUD REF S/ENG

LEVEL 1 17030 FL

MS UB ROOF BEAM REF S/ENG

OVERLAPPING AMPELITE SHEET FIXED TO VERTICAL TIMBER BATTEN WITH SS SCREW AND RUBER WASHER. NOTE: FIXING TO ALLOW FOR AMPELITE SHEET EXPANSION (OVERSIZED HOLE)

MS EA CLEAT BOLTED TO TIMBER EDGE JOIST BEYOND

TIMBER BATTENS

INSULATION CEILING SHEET REF FINISHES CLEAT WELD TO WEB OF UB

TIMBER JOIST & EDGE JOIST FIXED TO FLOOR JOISTS

VERTICAL EA STANCHION FIXED TO EA TAGS

TIMBER BATTEN

1 115

DETAIL SECTION EXTERNAL LANTERN

1:5

COUNTERSUNK FIXING

ISSUED FOR USE DURING CONSTRUCTION

BABER STUDIO KIM BABER - Registered Architect Unit 9/ 173 Boundary St, West End ABN 73 465 955 132 T: 07 3192 9640

50 NOM.

MS EA RAIL REF S/ENG

ALLOW 50mm NOMINAL OVERHANG

BOTTOM OF EA RAIL 19230 FL

TIMBER NAIL PLATE COUNTER SUNK FIXING TO EA RAIL EA BRACE FIXING BACK TO PFC. REF S/ENG

2 115

DETAIL SECTION EXTERNAL BALUSTRADE

1:5

REVISION

CLIENT

LEON BOWES PROJECT

EA RAIL COUNTER SUNK BOLT FIXED TO VERTICAL EA STANCHION REF S/ENG

ADDRESS

55 NORMAN STREET, EAST BRISBANE

1 2

DATE

13/12/13 19/02/14

DRAWING TITLE

LANTERN WALL DETAILS SCALE @ A3

As indicated

PROJECT No

1315

SHEET No

WD 118

015

Lake St. Bus Hub • Bark Design, Noosa, QLD, AU • New bus shelter for Cairns City Centre

Part of the ‘City Alive’ CBD revitalisation program, the bus shelter celebrates the region’s unique barrier reef and hinterlands by utilising the imagery of coral and the licuala palms. I created the presentation panels, render images and paths for the CNC router. Far Left: Render of the proposed bus shelter Left: Design proposal for the canopy screens

016

Growth- Floating Land • Lake Cootharaba, Boreen Point, Qld • Art festival, Noosa Shire Council

Floating Land is a bi-annual art festival held around the lake-side settlement of Boreen Point. In collaboration with students at UQ, Bark design proposed 2 pairs of ‘sails’ to be installed to create a line of sight towards Noosa National Park, a significant historical site in the area. The land sails are CNC routed plywood shapes abstracted from the regional flower. Depending on where they are viewed, the sails combine into the silhouette of a conventional house or that of a butterfly roof The water sails utilise the negatives of the plywood pieces, and are anchored into the lake to frame the view across it.

017

Mission Arts Pottery Pavilion

A small extension for the arts center of the small community of Mission Beach. The brief was direct and required to be cyclone resistant. The dimensions were arrived at standard sheet material sizes. Planned to be on link on existing workshops, the pavilion takes advantage of its aspect with large hopper windows and proprietary garage door systems to create awning shading when opened, borrowing external light and providing passive ventilation in the tropical climate. Above Left: Scale physical model

018

Kioloa House

Kioloa

â&#x20AC;˘ New residential house For Rob and Marianne Willink â&#x20AC;˘ Noosa, Sunshine Coast, Qld

The Kioloa house is located on the edge of Noosa National Park at the end of a cul-de-sac. The roof form is rigid against the back drop of casuarina and open to capture the sun. Meeting with the client on their first consultation, I created a sketch design package as well as constructing a physical model for Steve and Lindy to present. Above: Scale physical model

Sketch Model Photos

SD.20

019

Kenwork â&#x20AC;˘ Glass & Stainless Steel Ltd

Working as an apprentice in a metal workshop manufacturing galvanized balustrades for a new build at Manurewa High School. Glass cutting Stainless Steel Ltd I focused on- angle and prepping plate steel for assembly, and working on the post galvanized balustrades, providing finishing touches, and on-site Working as an apprentice in a metal workshop installation. Steel presented itself as a plastic, malleable manufacturing galvanized balustrades formaterial, a sculptural opportunities simple wields, and inherent new build at Manurewafrom High School. structuralon strength visually deceiving members. I focused anglefrom cutting and prepping plate

009

Kenwork

- Glass Stainless Steel Ltd steel for assembly, and working on the post galvanized balustrades, providing finishing touches, andas on-site installation. in a metal worksho Working an apprentice steel presented itself as a plastic, malleable manufacturing galvanized balustrades for material, sculptural opportunities from simple new build at Manurewa School. wields, and inherent structuralHigh strength from I focused on angle cutting and prepping pla visually deceiving members.

steel for assembly, and working on the po galvanized balustrades, providing finishin

ate ost ng

15°

Segment of welded apron flashig to run under existing cladding and ridge flashing

2 A500

4 A500

Allow river stones to perimeter between channel and concrete block wall New concrete block retaining wall on new footing. Height varies with exterior ground level, see elevation A350. Backfilled with free draining metal +2,710 New 1 Story 01perforated drain with geotextile filter sock connected to new sump

Load bearing H1.2 140x45 SG8 timber framing lined with 13mm Gib Fyreline. lnsulation if required (If not part of class room refurbishment scope of works.)

150

Proprietary 200 wide half round drainage channel set in concrete

Note: Ensure continuous DPM under new concrete flooring, allow to overlap to existing DPM under existing slab

1,600

450 200 50

Accessible ramp at 1:12

2 A502

New timber ramp. Fix stringer to concrete block wall New concrete foundation and slab on 25mm min sand blinding

+2,710 1 Story 01

2,250cos

140X90 SG8 H1.2 @ 400crs

4,520

Accessible ramp at 1:12

Ply lining to follow stair stringer Allow HD12 starters @300crs with 300mm vertical embedment into existing concrete wall

3,510

Existing retaining wall partially demolished, +2,710new slab over 1 Story 01

+2,710 1 Story 01

Allow HD12 starters @300crs with 300mm embedment into existing concrete floor

5 A502

New Concrete

450

New perforated drain with geotextile filter sock connected to new sump

Provide thickening under line of posts.

2,710

Existing Concrete

Section- Lower Ramp

1:50

15°

Section - Mid Ramp

In-fill existing wall and create new opening for awning window as per NZS 3604 Match timber window sill. Window by others +6,800 2 Story 02 Scope of work by others

6 A502

2,280

Vinyl to floor and ramp

Proprietary 200 wide half round drainage channel set in concrete

Accessible ramp at 1:12

4,110

New concrete block retaining wall on new footing. Height varies with exterior ground level, see elevation A350.

10.03.2016

FOR CONSTRUCTION

05.01.2016

FOR CONSTRUCTION

Revision

Date

Reason for revision

Indicative 3D Design Intent

Check all dimensions on site. Do not scale from plans. If in doubt consult architect.

Burma Rd, Johnsonville Zone 01 - Sections

Ply lining between concrete wall and post

New perforated drain with geotextile filter sock connected to new sump New concrete footing for retaining wall. Ref. S/Eng +2,710 New timber1 ramp. StoryFix 01stringer though to concrete block wall to support ramp joists over.

Accessible Modifications for Onslow College

AMENDED:

Wellington

Approved

JT/ DR/ QZ

03 12

4,520

4 A502

140X90 SG8 H1.2 timber studs @ 600crs

2,250cos

Grade A safety glazing. Plaster finish to exposed block wall

1:50

6 A502 E

3 Timber lintel refer framing plan for sizing A502 +6,800 2 Story 02 Bulkhead beyond to allow for internal gutter at roof junction

Between grid lines 2-3 fix timber stud to top plate of existing wall with 3kN strap connection (multigrips)

3,235

1 A502

Plaster finish to exposed block wall

1,000

Non loadbearing 90 x 35 stud wall.

2 Story 02

800

3,310 to top plate

Load bearing H1.2 140x45 SG8 timber framing.

Vertical flashing at internal corner where new and exisitng cladding meet +6,800

+6,800 2 Story 02 Bulkhead beyond to allow for internal gutter at roof junction

Remove asbestos cladding from existing framing. remove clerestory windows and infill framing to satisfy NZBC 3604.

4,240 to top plate

JH Titan panels on 20mm CLD battens

+6,800 2 Story 02

2,282

1 A500 Continous solid timber blocking between rafters

Sim.

3,235

15°

4,090

+6,800 2 Story 02

Sim.

Dimond LT7 Roofing

Proprietary 200 wide half round drainage channel set in concrete

+2,710 1 Story 01 3

Section- Upper Ramp

1:50

jerram + tocker + barron architects ltd

FOR CONSTRUCTION

Sheet No: Rev:

box 24496 | level 1 - 32 cuba st | wellington tel 64 4 4739803 | fax 64 4 4739805

A403 2

office@jtbarchitects.co.nz | www.jtbarchitects.co.nz

To scale at A3 1419.1

GSPublisherEngine 381.8.9.60

Onslow College • JTB Architects • Accessibility modification. • Documented in Archicad

15°

JH Titan cavity cladding system with rigid air barrier to framing. RAB to extend 15mm past timber framing

0.55BMT pre-painted metal trapezoidal longrun roofing on underlay over safety Mesh, on H1.2 treated 70x45 purlins profiled foam closing strip, eaves fasten at each rib

SIM. 5 A501

180

6mm min overflow gap behind gutter.

20 series conc block wall (running bond)

Sequence

125

Roof underlay & 0.55mm Prepainted drip edge. Eaves flashing, carried back 125mm min. under roofing

DPC separation between timber framing & concrete

Rigid Flashing to extend past base of cladding, maintain 5mm gap min StoArmat Miral Plaster System to continue under bottom edge of cladding and down over compression bar. Tanking Termination Detail

45mm expol polystyrene insulation

- Apply cetcoat with mason's brush

H3.1 timber fascia board, fixed into end of rafters, 2 fixings per rafter through 3mm EPDM spacers to satisfy top drained cavity system

edge rail fixed to wall to over vinyl

Termination bar, fix as to manufacturers literature. finish below ground level. M-200 liquid flashing 2.5 x 75 wide. Line of termination fall with drainage channel

21mm ply substrate

70 min

Dressed timber balustrade, "Educational Profile" or similar approved to be compliant to NZS 4121. Ref Finishes CS timber screw to proprietary handrail fixers

Gib plasterboard wall lining. Level 4 for paint finish

Vinyl to cove up wall over wall lining JH Titan cladding on cavity battens Provide stop ends to head flashings Flexible flashing tape over building wrap over RAB wrapped into openings Vantage APL powdercoated aluminium joinery.

GF-40SA Flashing to overlap Swelltite 100mm

Continous building tape to bridge gap between 2 timber frames around cavity Temporary packer only, remove after window install

Grade A safety glazing

Volclay Swelltite membrane (shown dashed)

60 x 10 pine clears single bevel architrave

Gallery Wall Opening

1:10

CS timber screw fixing of timber baluster to post

Drainage Channel

Line of load bearing posts along gridline E

Refer A201 for RL

10 mm nom.

Refer A201 & A300 for controlling RL

70 min Upstand

- While still damp, fasten termination bar @ 300 crs with M2000 liquid flashing - Apply second application of Cetcoat - ref manufacturer's literature.

400 min Cetcoat

Stringer mechanically fixed to reinforced concrete retaining wall Radiata pine (clears) reveals, pre-primed for paint finish. Stopping bead and sealant to head, jamb & sill

1:10

05105

05110

05125

50 min

countersunk screws to Ullrich UA1435 or similar proprietary angel nosing,

ensure continous air seal to primeter of cavity

Grade A safety glazing Vantage APL powdercoated aluminium joinery.

New vinyl floor covering, Ref Finishes

60 x 10 pine clears single bevel architrave

900

Retaining wall to Gallery

475

05125

Geotextile filter cloth to separate soil and drainage materials Trowel 75mm wide, 2.5mm layer of Bentoseal or M-2000 at joint

Up stand to ends of flashing to cap off cavity beyond. Standard Gib to level 4 finish Sto plaster

Floor Slab

100mm lap

Mastic to seal against plastic rod the gap between blockwork and channel drain 10mm min

R 60

25mm sand blinding

Site formed drainage channel, refer plan A201 & elevation A300 for spot levels to create continous fall. Form channel by pouring around a U-PVC pipe or similar.

Drainage Channel Compacted basecourse

Refer plan for RL

Sand between drainage channel and blockwork to protect tanking termination

Volclay Voltex Refer to gallery wall detail for reinforcement and down turn requirements. Ref detail 2/A503

Retaining wall to Gallery

Gallery Wall Openings

1:10

Field drain deleted 35 120 x 35 dressed timber edge rail. paint finish Vinyl flooring, Ref finishes

19mm clear ply on nom. 19mm timber packer, Paint Finish

Reinforced DPM DPC to run down Conc block wall to provide separation to all timber members.

Polysafe Verona R10 vinyl to ramp.

1:10 F11 stress grade,19mm ply flooring substrate

Line of load bearing posts along gridline G & on gridline E

Threaded rod chem set into concrete as per S/Eng - Ramset Epcon C6 @ 125 embed. Ref S/Eng

475

Refer A201/ A300 for RL

reinforced DPM

250 30 min

250

VARIABLE

Onslow College is situated on a hill site in Wellington. The main buildings follow the natural contours and can be divided into 3 main levels. We were asked to provide better disability access. Our solution was to remove 3 individual lifts around the campus, install a single, 3-storey lift and open up a new thoroughfare to connect the school. As an education project, the working drawings were reviewed by weather tightness consultants who provided insight into fundamental principles of building to last. The project is currently under construction. Due to the complexity of building around undocumented services and structure, regular site observations were conducted to provide support and liaise with the contractor. Being familiar with the project allows me to assess contractors variations and monthly claims.

200

020

150

op a

New roof over upper gallery concourse beyond.

Laminated post notched around stringer, bolted to conc blockwork

100 min

M12 threaded bolt chemset into conc blockwork at 1200 crs max. Ref S/Eng

Geotextile filter cloth to separate soil and drainage materials

90 x 90 Laminated post

countersunk screws to Ullrich UA1435 or similar proprietary angel nosing,

F11 stress grade,19mm ply flooring

90 x 90 studs at 450 crs. Top plate to run with fall of ramp

Drainage board as per specification

Conc Blockwork retaining Ref S/Eng

Volclay Swelltite with Volclay seamtape applied at overlaps

19mm ply, Paint Finish Footing Ref S/Eng Cranked Bolt set into concrete OR Chem-set into existing. C.O.S to plan location conditions

Floor Joist Stud tie to laminate timber post, to run under & around bottom plate

Thickend slab from retaining wall foundation to merge with slab thickening

Trowel 75mm wide, 2.5mm layer of Bentoseal or M-2000 at joint

Conc Slab Ref S/Eng

DPC

laminate post to land on notch in 90 x 90 bottom plate, provide continouous solid timber packing

Haswell BA1 timber skirting New Vinyl floor finish, Ref Finishes (or similar approved) 20mPa 100mm thick conc slab with SE82 mesh

New Conc. Slab

Reinforced DPM

Slab thickening under line of post as per NZBC 3604 7.5.11. Fig 7.20 Volclay Voltex 1

05.01.2016

FOR CONSTRUCTION

22.12.2015

WCC RFI 2

15.12.2015

FOR CONSTRUCTION

2.12.2015

MOTT MCDONALD REVIEW RESPONSE 2

9.11.2015 9.10.2015 25.09.2015

FOR TENDER

Revision

Date

Reason for revision

AMENDED: Check all dimensions on site. Do not scale from plans. If in doubt consult architect.

GSPublisherEngine 381.8.9.60

reinforced DPM

Floor and Ramp to New Conc wall

1:10

Field drain deleted

25mm sand blinding

MOTT MCDONALD REVIEW RESPONSE

B A

FOR BUILDING CONSENT

Accessible Modifications for Onslow College

Burma Rd, Johnsonville Details

Wellington

Approved

JT/ DR/ QZ

To scale at A3 1419.1

Ramp to Junction between Slabs

FOR CONSTRUCTION

1:10 jerram + tocker + barron architects ltd box 24496 | level 1 - 32 cuba st | wellington tel 64 4 4739803 | fax 64 4 4739805 office@jtbarchitects.co.nz | www.jtbarchitects.co.nz

Sheet No: Rev:

A502 1

Qun Zhang T: +61 468 315 292 E: qun1992@hotmail.com

Image: Wollomombi Falls, Oxley Wild Rivers National Park, NSW, Australia

All Folks!

Thatâ&#x20AC;&#x2122;s Thanks for your time.