BRADEN PEDERSEN Architecture Portfolio
University of Sydney Master of Architecture Student Selected Works
BRADEN PEDERSEN
1118/2 Chippendale Way Chippendale, NSW 2008 E | mail@bradenpedersen.com W | bradenpedersen.com M | 0411554020
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Contents 01 Digital Masters Research Studio | Terra-form Eyre 02 Sustainable Masters Research Studio | Student Housing 03 Flinders St Station Design Compertition | Melbourne Opera House 04 Masters Contract Documentation | Maitland Art Gallery
Masters Digital Reserch Studio Terra-form Eyre Semester 2, 2013 Tutor: Alex Jung In partnership with: Emma Mackellar
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Reversing the force of desertification is the primary objective of this proposal. Through this simple act, issues of overpopulation, food production and climate change are drastically reduced globally. Australia is a land of vast plains of desert. Much of this region is lower than sea level- Lake Eyre is at the heart of this basin. Its catchment area is 1,200,000 m2. Lake Eyre flooded in 2010 and lowered the mean global sea level by 10mm because it took over 6 months for water to evaporate and slowly be returned out to sea. Through its capacity to seed clouds the vast structure enables the water within lake eyre to be retained permanently and increased. In doing so it alters the regional climate, terraforming the desert into fertile land.
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Vertical City: Existing modes of urban densiication cause desertiication. Natural vegetation prevents the nutrient rich bio-diverse topsoil from eroding. As demand on agricultural regions increases, this vegetatiation is removed. By concieving the city as vertical rather than horizontal it is possible to mitigate desertiication. Greater efficiency in transort and land usage also result. When urban and agricultural land is integrated, the city unit can become independant of external supply. It can expand limitlessly without affecting its efficiency. =
Structure:
The city is conceived as a singular structure- a physical manifestation of the conceptual ideal of a city that is ‘self supporting.’ The cloud seeding tower must be 600 metres tall in order for the air collumn to affect the troposphere . This height is enabled by percieving the structure like a suspension bridge. The large central pylon is in compresion while cables allow the bridge to be suspended. The entire city acts in tensionits form generated by efficient membrane structures exempliied in Frei- Otto’s Olympic stadium in Munich.
Masters Sustainable Reserch Studio Student Housing Semester 1, 2013 Tutor: Paul Berkemeier In partnership with: Mark Szekely
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There is a desperate need for additional student housing at the University of Sydney. Current housing options are limited and insufficient to match student demand. This project is aimed at maximising the number of students housed whilst minimising the cost of housing to the students. The project is built on a small left over site on campus, the roof of the electrical engineering building, to reduce costs and re-adapt an existing building. The building creates a rich and sustainable living environment for students through passive design principals such as solar access, ventilation, thermal mass, water harvesting and power generation.
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Flinders St Station Design Compertition Melbourne Opera House 2012 Tutor: Samantha Donally
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Melbourne is known to be the cultural capital of Australia but is missing one important land- mark in the city. The central location of the Flinders Street Station site made it a desirable location for a cultural precinct which included an Opera House. The Opera House has been integrated in to the existing Banana Ally Vaults which are used for performances and events. The site has been linked to the cultural precinct on Southbank creating additional connections over the Yarra River. The landscape has been folded to create a sense of intrigue for the visitors and to form pocket spaces for the train station and performance venues. The forms add to the strong geometries already evident in Melbourne creating a noticeable icon for the city. The form came from a combination of digital and analogue processes exploring spaces with strong geometries to complement the architecture already existing in Melbourne.
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Masters Contract Documentation Maitland Art Gallery 2013 Tutor: Peter Armstrong In partnership with: Courtney Owen Vi Le Zoya Kuptsova Kim Lange
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B
PROJECT LEGEND
2,920
JAMES STREET
W01
W04
SHOP
1000H METAL HANDRAIL AND BALUSTRADES TO SUIT BCA REQUIREMENTS
CONCRETE FFL 8.9
2,875
D01
HATCH INDICATES EXTENT OF TIMBER FLOOR CONSTRUCTION
FRONT ENTRANCE
2
360 1,925 200 1,950
BIN STORE STAIR
425
380
200 2,090
BIN STORE
3,260
2,665
KITCHEN
KITCHEN STORE
KITCHEN
4,500
110 1,125
KITCHEN
110
380
1,600
200 2,175 200
6,570
WALL CONSTRUCTION AS SPECIFIED NEW WINDOWS
C
EXISTING DOORS NEW DOORS
2,130
ALUMINIUM FRAMED DOUBLE HEIGHT WINDOW AS SPECIFIED
FIRE EXIT
TIMBER FLOOR CONSTRUCTION TO ENGINEERS DETAIL
SELECT STYLE EXTERNAL CLADDING AS SPEC.
EXG BUILDING RETAINED
TIMBER
FFL 8.9
PRECAST CONCRETE WALLS TO ENG. DETAIL
CONCRETE BLOCK WALLS WITH PAINT FINISH AS SPECIFIED
DECK FFL 8.9
TIMBER
WINDOW OVER
D12
D11
W
WINDOW NUMBERS
D
DOOR NUMBERS FINISHED FLOOR LEVELS
FFL
D10 EX STAIR UNCHANGED
W05
CONCRETE
BOX GUTTER COLUMN CONCRETE CHECK ON SITE CEMENT RENDER DOWNPIPE EXISTING FACE BRICK FIBRE CEMENT FINISHED FLOOR LEVEL FLOOR WASH GRATED DRAIN HAND BASIN HAND RAIL METAL ROOF SHEETING NATURAL GROUND LEVEL OVER FLOW PLASTERBOARD REDUCED LEVEL ROOF TILES RETAINING WALL TIMBER URINAL TOILET
DECK
D09
CAFE
DECK
BUILDING OVER
REMOVE EX. WINDOWS TO ALLOW FOR NEW ALUMINIUM FRAMED BIFOLD DOORS. MAKE GOOD EX. AS REQUIRED
AWNING OVER
380
TIMBER FLOORS AND DECKING ALLOW FOR INSULATION INTERNALLY AS SPECIFIED
1,200
STEEL FRAMED EXTERNAL STAIRS AS SPECIFIED AND TO SUIT BCA REQUIREMENTS
W03
5,370
5
D08
FFL 7.4
JOINERY
1,125
3
4
FFL 8.9
ALUMINIUM FRAMED WINDOWS AND DOORS
CAFE
1
2
CONCRETE
C
BIN STORE
JOINERY WINDOW OVER
W02
FRONT ENTRANCE
GRATED DRAINS TO ENG. DETAIL
D07
FFL 7.4
FFL 8.9
CONCRETE
D05
FFL 8.9
RW
CONCRETE
TILES
D04
D02
TILES
BIN STORE
KITCHEN STORE
FFL 8.9
8,860
D03
FEMALE WC
RW
D06
TILES
2,400
FFL 8.9
TILES
TILES
110
FFL 8.9
KITCHEN
3,240
TILES
RL 8.9
MALE WC
MALE
JOINERY
DISABLED WC
1,200
150
TILE FINISH TO EXTERNAL CONCRETE BLOCK WALLS
KITCHEN
RAMP GRADIENT 1:12
STORE
BG COL CONC COS CR DP EX FB FC FFL FW GD HB HR MS NGL OF PB RL RT RW TIM UR WC
1,350
DECK
3,260
BIN STORE
1,800
200
CAFE
378
RL 8.9
KITCHEN STORE
10,220
200
MALE
110
2,550
110
4,970
KITCHEN
380
1,727 110
110
4,210
SHOP
3,300
MALE
B
GARDEN
CONCRETE PATH RL 8.1
ENTRY
110
110
8,860
905
8,840
10,980
ENTRY
MALE
110
TILED FINISH TO BLOCKWORK WALL AS SPECIFIED
6,650
110
5,370
HALL
DISABLED
4,310
RW
CONCRETE STAIRS, NATURAL FINISH
6,750
4,250 7,480
110
WINDOW OVER
110
7,970
STORE
2,590
A
BOUNDARY
RW
5,160
110
HALL
SET DOWN STRUCTURAL FLOOR LEVEL TO WET AREAS TO ENG. DETAIL
1 5,160
FEMALE
1,570
SOFT LANDSCAPING
110 575 900
5,000
2,535
FEMALE
900H CEMENT RENDERED BLOCKWORK RETAINING WALLS TO ENG. DETAIL
110
A 1
D
5,900 14,825
3445
4,270
BOUNDARY
380
1,390
PROVIDE AGG. LINE WITH GEOTECH FABRIC SLEEVE WITHIN AGGREGATE FILL AND DRAINAGE CELL PROTECTION TO W.P.M AS SPECIFIED
C
2,480 380
5,460
A 17,530 13,290
PRECAST CONCRETE WALL WITH POLISHED FINISH
FFL 8.9
FOYER
7,310
7,310
FOYER
FOYER
6,035
EXIT SIGN
FLUORESCENT BATTON SMOKE DETECTOR
200
SWITCH
ex
EXHAUST IN-CEILING SPEAKERS
3,740
SERVICES
AC
C
ES
S
200
EX
CONCRETE
X 200
150
STORE
STORE
STORE
CONCRETE
FIRE EXIT
1,140
EX
2,725
D14
D15
D16 D17
W06
COL
8,290
8,440
SERVICES
12,440
NOTE 1: ALL CEILINGS ARE SET PLASTERBOARD UNLESS NOTED OTHERWISE NOTE 2: OUTDOOR LIGHTING TO BE ADVISED BY LANDSCAPE CONSULTANTS
REMAIN UNCHANGED UNLESS NOTED OTHERWISE
EX
FFL 8.9
CONCRETE FOOT PATH
REAR GARDEN
LIFT INSTALLED TO MANUFACTURERS SPECIFICATION
90
D26
STORE TIMBER
DECK
2,290
SELECT STYLE EXTERNAL CLADDING ALLOW FOR INSULATION AND SARKING IN ACCORDANCE WITH SPECIFICATION
D25
FFL 8.9
NOT FOR CONSTRUCTION
9,250
REGIONAL ART GALLERY EXG. BRICK BUILDING TILED ROOF
GALLERY B/1
No. 230 MAITLAND
27,460
D18
200
INTERNAL PLASTERBOARD LINING WITH PAINT FINISH AS PER SPECIFICATION
LIFT
200 2,160 200
RETAIN EXISTING GROUND LEVELS UNCHANGED
4,400
SOFT LANDSCAPING
LIFT
1340
NOTE 5: ALL LIGHTING SYSTEMS, EXTERNAL LIGHTS, WALL LIGHTS AND MULTILIGHT SYSTEMS ARE TO HAVE REMOTE CONTROL SWITCHES LOCATING IN THE GROUND FLOOR STOREROOM
CONCRETE
STEEL FRAMED STAIRS WITH TIMBER LINING AS SPECIFIED
STORE
NOTE 4: GPO QUANTITY, LOCATION AND TYPE TO BE CONFIRMED BY ELECTRICAL CONSULTANT
1,000
COL
17,735
GALLERY B/1
COL
GALLERY B/1
REINFORCED CONCRETE COLUMNS TO ENG. DETAIL
BRIDGE OVER
D.P. 581007 SITE AREA 5540.18 sqm
3,400
VOID
FFL 8.9
SERVICES
SERVICES
90
PROVIDE NEW FRAMED WALL AS INDICATED TO ALLOW FOR SERVICES PROVIDE PLASTERBOARD AND PAINT FINISH AS SPECIFIED
860
TIMBER
NOTE 3: JOINERY LIGHTING TO BE CONFIRMED BY ELECTRICAL CONSULTANT
D
STORMWATER PIT TO ENG. DETAIL
3,400
GALLERY B/2
RETAIN AND MAKE GOOD EX. OPENINGS
GALLERY B/1
D
90
GALLERY B/2
GALLERY B/2
EX
1,795
EXISTING GALLERY
ACCESS HATCH
NOTES
EX. ENTRY CONCRETE FOOT PATH
90
- ALL INFORMATION CONTAINED ON THIS DRAWING IS COPYRIGHT. NO PART OF THIS DRAWING MAY BE COPIED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF THE AUTHOR. - DO NOT SCALE FROM THIS DRAWING - CHECK ALL DIMENSIONS ON SITE - THE AUTHOR ACCEPTS NO LIABILITY FOR ANY LOSS OR DAMAGE ARISING FROM UNAUTHORISED USE OF ANY INFORMATION ON THIS DRAWING REV
NOTES
DATE
A
ISSUE FOR TENDER
10/11/2013
DP
6,200
SIDE GARDEN SOFT LANDSCAPING
BOUNDARY
435
01
PROPOSED GROUND FLOOR PLAN
D21
DP
5,900
90
2,290
1,400
STORE
200
1,200
3,040 LIFT
STAIR
BOLLARD
STOREROOM
LOADING
FFL 8.9
FFL 8.9
CONCRETE
RETAIN EXISTING GROUND LEVELS UNCHANGED
CONNECT DOWNPIPES TO NEW STORMWATER DRAINAGE SYSTEM IN ACCORDANCE WITH ENG. DETAIL
7
D22
ROLLER DOOR TO LOADING DOCK TO MANUFACTURERS DETAIL
D20
CONCRETE
METAL BOLLARDS AS SPECIFIED
COL
SELECT STYLE EXTERNAL CLADDING AS SPECIFIED. ALLOW TO PACK OUT WALL FOR ANGULAR CONSTRUCTION
ANGLED WALL OVER
1,975
8,850
3,750
PROJECT
EXTENSIONS TO THE MAITLAND REGIONAL ART GALLERY MAITLAND TECHNICAL COLLEGE 230 HIGH STREET MAITLAND NSW 2320
ARCHITECT
atelier ямБve
WILKINSON BUILDING 148 CITY ROAD DARLINGTON NSW 2320 ABN: 70 509 392 275 (e) studio@atelierfive.com (p) 02 9559 4595 (f) 02 9558 4582
N
DRAWING TITLE
HALL
A
B
GROUND FLOOR PLAN 8,380
GALLERY B/1
200 5,690
PO BOX 220 MAITLAND NSW 2320
BOLLARD COL
2,080
90
1:100
CLIENT
MAITLAND CITY COUNCIL
725
NEW STEEL GUTTERS AND DOWNPIPES AS SPECIFIED
4,830
COL
520
D19 COL
PICTURE STORE
HR
SETOUT POINT
STEEL FRAMED EXTERNAL STAIRS AS SPECIFIED AND TO SUIT BCA REQUIREMENTS
ALUMINIUM FRAMED SLIDING DOORS TO GALLERY BACK ROOMS TO MANUFACTURERS INSTRUCTIONS
FFL 8.9
17,720
6
CONCRETE
200
CONCRETE FOOT PATH
PICTURE STORE
STORE ROOMS
GATE
HR
5,050
HR
PICTURE STORE
PRECAST CONCRETE WALLS TO ENG. DETAIL
FFL 8.9
STORE
STAIR
1,350
TIMBER
HR
3,675
200
COL
200
COL
200
DECK
D23
5,773
FIRE EXIT
200
D24
4,540
8,850
3,420
STAIR
8,850
90 STORE
1,340
WALL LIGHT
RECESSED MULTILIGHTS
COL
HATCH INDICATES EXTENT OF TIMBER FLOOR CONSTRUCTION
5
4,590
JOINERY DOWNLIGHT
EXIT
REMAIN UNCHANGED UNLESS NOTED OTHERWISE
BRIDGE OVER
3,740
4
ADJUSTABLE DOWNLIGHT FOYER
EXISTING GALLERY
D13
90
3
FFL 8.9
EX
6,100
CONCRETE
6,035
HIGH STR EET
ELECTRICAL LEGEND
ENTRANCE FOYER
4,260
STOREROOM
200
4,220
LOADING
10,940
200
1,350
FIRE EXIT
350
SCALE
1:100 @ A1 DRAWING NO.
CD-03
DRAWN BY
DATE
VL, ZK, CO, BP 15/11/2013 REVISION
A
The aim of this project was to to complete all contract documentation required for tender from a sketch level design. The project was for the all ready existing extension to the Maitland Regional Art Gallery for Maitland City Council. Being the project architect I was responsible for looking after a team of 5 and scheduling the work that needed to be completed in 6 weeks. For this project we produced 24 working drawings,specifications and cost control for the building project showing an ability to communicate this documentation to clients, statutory authorities, consultants, tenderers, contractors and sub-contractors.
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A 1
A 1 METAL PARAPET OVER PRECAST CONCRETE PANEL
200mm PRECAST CONCRETE TO ENGINEERS DETAILS
FIX STRAP PACKING AS REQUIRED
CORRUGATED METAL SHEET CLADDING FIXED TO TOP HAT SECTION
INSULATION, SISILATION AND SAFTEY MESH AS SPECIFIED
ACOUSTIC 50mm INSULATION, SISILATION AND SAFTEY MESH TO RUN UNDER ROOF SHEETING
PRECAST CONCRETE PANEL TO ENGINEERS DETAIL
SHS TO ENGINEERS DETAIL
METAL DECK ROOF SHEETING AS SPECIFIED WITH 2DEG PITCH FIXED TO PURLINS
ROOF PURLINS TO ENGINEERS DETAILS
ACOUSTIC 50mm INSULATION, SISILATION AND SAFTEY MESH TO RUN UNDER ROOF SHEETING
THICKENED STEEL PLATE OVER SERVICE DUCT
CONCRETE SLAB TO ENGINEERS DETAILS
SUSPENSION ROD SUPPORTED BY CONCRETE SLAB
30mm TOP HAT SECTIONS ALPOLIC CLADDING PANNEL WIITH SPECIFIED FINISH INSTALLED TO MANUFACTURER'S DETAILS
RONDO SUSPENDED CEILING
MS GIRT SECTION
RONDO SUSPENDED CEILING SYSTEM FROM ROOF PURLINS
200UB BEAM TO ENGINEERS DETAILS UB TO STRUCTURAL ENGINEERS DETAIL
50mm INSULATION BATS AS SPECIFIED
GALVANISED STEEL BOX GUTTER SUPPORTED BY FIBRE CEMENT BOARD FIBRE CEMENT BOARD ON TOP OF DECKING
SPANDEK DECKING AS SPECIFIED BOX GUTTER HANGING SUPORTS AT 600mm CENTRES GLAZING AS SPECIFIED
30mm FURRING CHANNEL
FIBRE CEMENT SHEETING FIXED TO SUSPENDED CEILING SYSTEM
FLASHING OVER GUTTER EDGE FIXED TO PRECAST CONCRETE PANEL
13MM PLASTERBOARD CELING
ROOF SUPPORT STRUCTURE TO ENGINEERS DETAILS
SHADOW GAP ANGLE
ALUMINIUM WINDOW INSTALLED TO ROOF BEAM TO ENGINEERS MANUFACTURER'S DETAILS DETAILS
SHADOW GAP ANGLE
13mm PLASTERBOARD FIXED TO STEEL STUD WORK
FIBRE CEMENT SHEETING TO BE FINISHED ACCORDING TO SPECIFICATION Z PURLIN
INSULATION AS SPECIFIED
GALVANISED STEEL BOX GUTTER SUPPORTED BY FIBRE CEMENT BOARD
477220
477222
150634
13mm PLASTERBOARD FIXED TO STEEL STUD FRAME
INSULATION AS SPEC
13mm PLASTERBOARD STEEL STUD WORK WITH ACOUSTIC INSULATION
13mm PLASTERBOARD CEILING
EXG BUILDING RETAI
CONCRETE DOWNTURNED BEAM SUPPORTING SLAB AND PRECAST TO ENGINEERS DETAILS
METAL DECK ROOF SHEETING AS SPECIFIED WITH 2DEG PITCH FIXED TO PURLINS
CONCRETE BLOCK W WITH PAINT FINISH A SPECIFIED
INSULATION BATS
CORRUGATED SHEET METAL FIXED TO TOP HAT SECTIONS
STEEL PORTAL FRAME BEYOND TO ENGINEERS DETAILS
RONDO SUSPENDED CEILING SYSTEM FROM ROOF PURLINS
SELECT STYLE EXTE CLADDING AS SPEC.
FIXING ANGLE FOR PRECAST TO CONCRETE SLAB
TOP HAT SECTION FIXED TO PRECAST CONCRETE
PRECAST CONCRETE WALLS TO ENG. DETA
100mm STEEL STUD FRAME
125mm TOP HAT SECTIONS
PACKING AS REQUIRED METAL KLIP LOCK ROOF SHEETING FIXED TO PURLINS
PROJECT LEGEND
13mm PLASTERBOARD FIXED TO STEEL STUD FRAME
MARINE PLY
J
CD15
HEAD/ CEILING/ ROOF DETAIL 1:5
100mm STEEL STUD WALL
BIFOLD DOOR HEAD INSTALLED TO MANUFACTURER'S DETAIL AS SPECIFIED FIBRE CEMENT BOARD ON TOP OF DECKING SPANDEK DECKING AS SPECIFIED BOX GUTTER HANGING SUPORTS AT 600mm CENTRES
13mm PLASTERBOARD CEILING FIXED TO TOP HAT SECTIONS
INSULATION
METAL FLASHING AS SPECIFIED METAL DECK ROOF SHEETING AS SPECIFIED WITH 2DEG PITCH FIXED TO CD14 PURLINS 1:5
M BOX GUTTER DETAIL
NOT FOR CONSTRUCTION NO
ACOUSTIC 50mm INSULATION, SISILATION AND SAFTEY MESH TO RUN UNDER ROOF SHEETING
INSULATION AS SPECIFIED
ROOF STRUCTURE TO ENGINEERS DETAILS
ROOF SUPPORT STRUCTURE TO ENGINEERS DETAILS
RONDO SUSPENDED CEILING SYSTEM HUNG FROM ROOF PURLINS
L
CD16
PRECAST PARAPET/ WALL/ ROOF DETAIL 1:5
NOTES
A
ISSUE FOR TENDER
CLIENT
MAITLAND CITY COUNCIL
FIBRE CEMENT SHEETING FIXED TO TOP HAT SECTIONS WITH INSULATION
CORRUGATED METAL CLADDING FIXED TO TOP HAT SECTION
REV
PO BOX 220 MAITLAND NSW 2320
STRUCTURAL UB BEAM TO ENGINEERS DETAILS
PROJECT
EXTENSIONS TO THE MAITLAND REGIONAL ART GALLERY MAITLAND TECHNICAL COLLEGE 230 HIGH STREET MAITLAND NSW 2320
50mm INSULATION BATS AS SPECIFIED
ARCHITECT
13mm PLASTERBOARD CEILING PAINTED
REV A
13mm PLASTERBOARD ON STEEL STUD FRAMING
STEEL STRUCTURE TO ENGINEERS DETAILS
100mm STEEL STUD FRAME
- ALL INFORMATION CONTAINED ON THIS DRAWING IS -COP ALL NO PART OF THIS DRAWING MAY BE COPIED OR REPRODU NO WITHOUT THE WRITTEN CONSENT OF THE AUTHOR. WIT - DO NOT SCALE FROM THIS DRAWING - DO - CHECK ALL DIMENSIONS ON SITE - CHE - THE AUTHOR ACCEPTS NO LIABILITY FOR ANY LOSS -OR D THE ARISING FROM UNAUTHORISED USE OF ANY INFORMATIO ARIS DRAWING DRA
K
CD15
WALL/ WINDOW/ ROOF DETAIL 1:5
atelier ямБve
WILKINSON BUILDING 148 CITY ROAD DARLINGTON NSW 2320 ABN: 70 509 392 275 (e) studio@atelierfive.com (p) 02 9559 4595 (f) 02 9558 4582 DRAWING TITLE
CLIE
MA
PO B MAIT
PROJ
EXT REG
MAIT 230 H
ARC
at
WILK 148 DAR ABN (e) s (p) 0
DRAW
bradenpedersen.com