Nathan Peucker Architecture Folio 2017 (academic works)

NATHAN NATHAN PEUCKER PEUCKER ACADEMIC WORKS

CONTENTS 3.

9.

15.

21.

29.

31.

SPRINGVALE LIBRARY & COMMUNITY CENTRE - RMIT 2017 40,950 OFFICE BUILDING - RMIT 2017 YARRA RIVER VISITOR CENTRE - RMIT 2016 MUNRO HUB OFFICE & VERTICAL FARM - RMIT 2016 A - PAVILION - RMIT 2016 RYRIE RETAIL+ RETAIL COMPLEX - THE GORDON 2014

3 01

SPRING L I B R

VALE A R Y

AND COMMUNITY CENTRE

2017 - RMIT University - Design Studio

5

7

40,950

OFFICE BUILDING

9

2017 - RMIT University - Technology

11

NOTES:

Rota tion

Panel type mark convention: ROW_COLUMN. Example: Panel 1_2 refers to the along the second row. (Values co at zero).

Pattern of panels commences at left hand corner of the East eleva (as viewed from the street). This repeated both vertically and horiz the same sequence, around the E and West facades.

EXTERNAL SIDE

2115

All brickwork to be sourced from t demolished building or approved sources. Bricks to be inspected fo prior to use. Slot to be then water through the centre of the brick, ru ways. Bricks may have corners c off to ensure it fits within corner fr Bricks to be dipped in epoxy and cure once all cutting has taken pl

2

BRICK ROTATION DIRECTION DETAIL 1:5

A

B

B

C

C

D

Prototyping to take place prior to installation. Refer to specification quantities and conditions.

10 10

9

9

2115

8

8

7

7

6

45

2

6

5

5

4

4

3

2115

3

2

2

1

1

45

3

A

ROW

Rotation values of the bricks are i part of the electronic tender packa to spreadsheets included as per r specification.

COLUMN

45

1

Values found in BRICKSx3.xls Values found in BRICKSx4.xls

ROTATION CELL REFERENCE 1 : 10

2115

3

project name

Carlton Office Building project address

7

81/89 Bouverie St, Carlto

A404

0 ROW

COLUMN

1410

1465

0

1465

1

1465

2

1465

3

1465

4

1465

5 sheet

Facade Details

1

CURTAIN WALL DETAIL ELEVATION

BRICKSx3 EXAMPLE

BRICKSx4 EXAMPLE

1 : 20

1 : 20

1 : 20

A no.

by

scale

17004

NP

N/A

DISAR PHONE EMAIL

contact@

ADDRESS

fitzr

B

A

ADE13 AXONOMETRIC 1

ROOF 146.3 m RL

ROOF TERRACE 142.4 m RL

Level 11 139 m RL

Level 10 135.6 m RL

Level 9 132.2 m RL

Level 8 128.8 m RL

Level 7 125.4 m RL

Level 6 122 m RL

FACADE AXONOMETRIC 1

5 Level 5 118.6 m RL

Level 4 115.2 m RL

Level 3 111.8 m RL

Level 2 108.4 m RL

Level 1 105 m RL

Ground Floor 100 m RL

1 Basement 96.8 m RL

6

FACADE AXONOMETRIC 2

IN

4

4

4

PHOTOVOLTAIC CELL, REFER MANUFACTURER FOR FIXING DETAILS. REFER ELECTRICAL ENGINEER'S SPEC FOR WIRING.

6

ROOF

A403

146.3 m RL

Level 10

180UB9 ARCHES, HOT DIP GALVENISED. REFER STRUCTURAL ENGINEER'S DETAIL FOR FIXING

400

135.6 Level 2 m RL 108.4 m RL 20mm PLATE STEEL FIN, POWDERCOAT FINISH. REFER TO SHS150x9 STEEL OUTRIGGER. ENGINEER'S SPECIFICATION FOR HOT DIP GALVENISED. FIXING DETAIL. REFER STRUCTURAL ENGINEER'S SPECIFICATIONS FOR OUTRIGGER. FIXING SHS150x9 STEEL HOT DETAILS. DIP GALVENISED. REFER STRUCTURAL ENGINEER'S 20mm PLATE STEEL FIN, SPECIFICATIONS FOR FIXING POWDERCOAT FINISH. REFER DETAILS. TO ENGINEER'S SPECIFICATION FOR FIXING 200MM DETAIL. CONCRETE INSITU SLAB

HOT

980

300

TO FOR

13mm GYPROCK GYPTONE PLASTER CEILING ON RONDO SUSPENSION SYSTEM.

AB SHS150x5 COLUMN, HOT DIP GALVENISED. REFER STRUCTURAL ENGINEER'S DETAIL FOR FIXING.

LEVEL 5 FINISH TO EDGE OF BULKHEAD.

980

BRICK CURTAIN WALL PANEL

PRECAST CONCRETE COLUMN (BEYOND)

GLAZED BALLUSTRADE

1200

CAPRAL NARROWLINE 425 DOUBLE GLAZED SUITE WITH OPERABLE WINDOWS AS INDICATED. BOTTOM ROW OF GLAZING TO SERVE AS BALUSTRADE WHERE PANELS ARE OPERABLE.

1040

4190

3000

CAPRAL NARROWLINE 425 DOUBLE GLAZED SUITE WITH OPERABLE WINDOWS AS INDICATED. BOTTOM ROW OF GLAZING TO SERVE AS BALUSTRADE WHERE PANELS ARE OPERABLE.CAPRAL NARROWLINE 425 DOUBLE GLAZED SUITE WITH OPERABLE WINDOWS AS INDICATED. BOTTOM ROW OF GLAZING TO SERVE AS BALUSTRADE WHERE PANELS ARE OPERABLE.

25

2660

OPEN CURTAIN WALL PANEL, 200x1200MM CAST IN SITU FOLDED 15mm PLATE STEEL CONCRETEFINISH BAND BEAM. POWDERCOAT REINFORCEMENT SHOWN (BEYOND) INDICATIVELY, REFER STRUCTURAL ENGINEER'S DRWINGS.

PRECAST CONCRETE COLUMN (BEYOND)

VEGETATION PLANTER

2700

TURAL

4190

RHS250x150x9 BEAM, HOT DIP GALVENISED. REFER STRUCTURAL ENGINEER'S DETAIL FOR FIXING.

BRICK CURTAIN WALL PANEL

Level 9 132.2 Level 1 m RL 400 300

142.4 m RL

105 m RL

1470

1470

1470

60

60

ROOF TERRACE

8

1470

A403

150

340

JUNCTION DETAIL, REFER TO 6/A402 (MIRRORED)

6 A402

EN CURTAIN WALL PANEL, LDED 15mm PLATE STEEL. POWDERCOAT FINISH

1470

3

1 : 20

A403

EQ

50

EQ

50

EQ

50

EQ

150

50

EQ

150 50

EQ

OPEN CURTAIN WALL PANEL, FOLDED 15mm PLATE STEEL. POWDERCOAT FINISH

BUTTJOINT TO GLAZING. REFER MANUFACTURER SPECIFICATION.

FACADE AXONOMETRIC 2

50

7

Level 6

BOLT

100

A402

SHS150x9 STEEL OUTRIGGER. HOT DIP GALVENISED. REFER STRUCTURAL ENGINEER'S SPECIFICATIONS FOR FIXING DETAILS.

1

INDIVIDUAL RECLAIMED BRICKS. SOURCED FROM DEMOLISHED BUILDING AND FROM ARCHITECT APPROVED SUPPLIER/S. WHERE MULTIPLE SOURCES ARE TO BE SCATTERED RANDOMLY. REFER TO WD401 FOR BRICK TREATMENT REQUIREMENTS.

15 15

150

70

480

1:2

m PLATE STEEL FIN, POWDERCOAT SH

400

PLAN DETAIL

15 15

150

340

15mm PLATE STEEL, POW FINISH. REMOVABLE B

20mm PLATE POWDERCOAT FINI TO ENGINEER'S SPEC FOR FIXIN

Building

EXTERIOR

project name INTERIOR

project address

HOT DIP GALVENISED STEEL MOUNT FOR OUTRIGGER AS PER STRUCTURAL ENGINEER SPECIFICATION.

81/89 Bouverie St, Carlton VIC 3053

EXTERIOR

6mm x 75mm PLATE STEELCROSS PLATE, HOT DIP GALVENISED. WELDED TO

project address

A402 no.

on STEEL rev by 350mm x 350mm x scale 10mm PLATE BEARING N/A A1 FINISH. N/A PLATE POWDERCOAT REFER ENGINEER'S SPECIFICATION FOR FIXING DETAILS.(BEYOND) 20mm PLATE STEEL FIN, POWDERCOAT FINISH

HOT DIP GALVENISED STEEL

SHS150x9 STEEL OUTRIG DIP GALVENISED WITH 20m x 150mm FIXING CLEA STRUCTURAL EN SPECIFICATIONS F

Facade Details

17004

3mm x 45mm CLEAT WELDED TO CROSS PLATES AT ANGLE AS SCHEDULED. (HOT DIP GALVENISED)

project name

Carlton Office Building

81/89 Bouverie St, Carlton VIC 3053

sheet

EXTERIOR

PLAN DETAIL

1:5 FIXING PLATE WELDED TO STEEL PLATE CAST INTO THE SLAB.

20

350

150

20 30 20

6

EMAIL ADDRESS

OPEN CURTAIN WA FOLDED 15mm PLA POWDERCO

15mm PLATE STEEL FRAME, HOT DIP GALVENISED. STANDARD CONFIGURATION SHOWN. JOINT BOLTED TOGETHER WITH project name INTERMEDIATE GASKET. REFER Carlton Office STRUCTURAL ENGINEER'S DETAIL. project address

Carlton Office Building

HOT DIP GALVENISED STEEL MOUNT FOR OUTRIGGER AS PER STRUCTURAL ENGINEER 15mm PLATE STEEL FRAME, HOT DIP SPECIFICATION. GALVENISED. CORNER CONFIGURATION SHOWN. MITRE JOINT BOLTED TOGETHER 'L' SHAPED STEEL MOUNTING WITH INTERMEDIATE GASKET. PLATE. CAST REFER INTO SLAB. STRUCTURAL ENGINEER'S DETAIL. GLAZING AND FRAMING SHOWN DASHED FOR CLARITY INDIVIDUAL RECLAIMED BRICKS. SOURCED FROM DEMOLISHED BUILDING AND FROM ARCHITECT APPROVED SUPPLIER/S. WHERE MULTIPLE SOURCES ARE TO BE SCATTERED RANDOMLY. 4 REFER TO WD401 FOR BRICK TREATMENT A402 1REQUIREMENTS. :5

SHS150x9 STEEL OUTRIGGER. HOT DIP GALVENISED WITH 20mm x 50mm x 150mm FIXING CLEATS. REFER STRUCTURAL ENGINEER'S SPECIFICATIONS FOR FIXING DETAILS.

A402

300x450 PRECAST CONCRETE CONCRETE COLUMN. COLOUR ADDITIVE TO BE APPROVED BY ARCHITECT. REFER ENGINEER SPECIFICATION FOR CONCRETE DETAILS.

D

PHONE

PLAN DETAIL 15 10 15

COAT

mm x 350mm x 10mm PLATE STEEL RING PLATE POWDERCOAT FINISH. ER ENGINEER'S SPECIFICATION FOR NG DETAILS.(BEYOND)

Auth

75

70 150

7 A402

EXTERIOR

INTERIOR

by

17004

81/89 Bouverie St, Carlton VIC 3053 15 15

80

NTERNAL FACADE VIEW 1

1 : 10

BOLT FIXING WITH THROUGH SLOTTED HOLE TO FACILITATE MOVEMENT. PROVIDE GASKETS AS PER STRUCTURAL ENGINEERS SPECIFICATION.

HOT DIP GALVENISED STEEL MOUNT FOR OUTRIGGER AS PER STRUCTURAL ENGINEER SPECIFICATION.

: 20

no.

INTERIOR

400

REQUIREMENTS.

200 400 FIXING PLATE WELDED TO STEEL PLATE CAST INTO THE SLAB.

480

PLAN DETAIL

15mm PLATE STEEL, POWDERCOAT 20 30 20

FINISH. REMOVABLE BACK PIECE SHS150x9 STEEL OUTRIGGER. HOT DIP GALVENISED WITH 20mm x 50mm 20mm PLATE STEEL FIN, x 150mm FIXING CLEATS. REFER STRUCTURAL ENGINEER'S POWDERCOAT FINISH. REFER TO ENGINEER'S SPECIFICATION SPECIFICATIONS FOR FIXING FOR FIXING DETAIL. DETAILS.

Facade Detail

SECTION DETAIL

7

150

150

300

80

EXTERIOR 150

1:2

CAPRAL NARROWLINE 425 DOUBLE GLAZED SUITE WITH OPERABLE WINDOWS AS INDICATED. BOTTOM ROW OF GLAZING TO SERVE AS BALUSTRADE WHERE PANELS ARE OPERABLE. A403

6mm x 75mm PLATE STEELCROSS PLATE, HOT DIP GALVENISED. WELDED TO EITHER SIDE OF FRAME. SPACED AT 102.5mm.

PROVIDE GASKET BETWEEN BRICKS AND STEEL.

75

20

PLAN DETAIL

7

75

130

PLATE STEEL FIN, POWDERCOAT FINISH

A402

OPEN CURTAIN WALL PANEL, FOLDED 15mm PLATE STEEL. POWDERCOAT FINISH.

15mm PLATE STEEL FRAME, HOT DIP GALVENISED. STANDARD CONFIGURATION SHOWN. JOINT BOLTED TOGETHER WITH INTERMEDIATE GASKET. REFER STRUCTURAL ENGINEER'S DETAIL. OPEN CURTAIN WALL PANEL, FOLDED 15mm PLATE STEEL. 250 POWDERCOAT FINISH.

1 : 10

15 15

sheet

75

130

4

SECTION DETAIL SECTION DETAIL

61 : 10 A

A403

75

480

8

PRECAST CONCRETE COLUMN (BEYOND)

BOLT FIXING WITH THROUGH SLOTTED HOLE TO FACILITATE MOVEMENT. PROVIDE GASKETS AS PER STRUCTURAL ENGINEERS SPECIFICATION.

A402

A403

INDIVIDUAL RECLAIMED BRICKS. SOURCED FROM DEMOLISHED BUILDING AND FROM ARCHITECT APPROVED SUPPLIER/S. WHERE MULTIPLE 3 SOURCES ARE TO BE SCATTERED RANDOMLY. A402 1 REFER TO WD401 FOR BRICK TREATMENT

1 : 20

20 CONNECTION AS PER MANUFACTURERS SPEC.

PLATE

SHS150x9 STEEL OUTRIGGER. HOT DIP GALVENISED. REFER STRUCTURAL ENGINEER'S SPECIFICATIONS FOR FIXING DETAILS.

200 OPEN CURTAIN WALL PANEL, FOLDED 15mm PLATE STEEL. POWDERCOAT FINISH.

PLAN DET

15MM STEEL CURTAIN PANEL FRAME

75

340

TO ENGINEER'S SPECIFICATION 0 PRECAST CONCRETE FOR FIXING DETAIL. ETE COLUMN. COLOUR ADDITIVE APPROVED BY ARCHITECT. ENGINEER SPECIFICATION FOR ETE DETAILS.

T DIP 150mm RAL FIXING

A402

STRUCTURAL ENGINEER'S

6mm x 75mm SPECIFICATIONS PLATE STEELCROSSFOR FIXING PLATE, HOT DIP GALVENISED. DETAILS. WELDED TO EITHER SIDE OF FRAME. SPACED ATSTEEL 102.5mm.

20MM PLATE PROVIDE GASKET BETWEEN BRICKS AND 20MM STEEL.CAST IN PLACE STEEL

20mm PLATE STEEL FIN, POWDERCOAT FINISH. REFER TO ENGINEER'S SPECIFICATION FOR FIXING DETAIL.

50

OPEN CURTAIN WALL PANEL, FOLDED 15mm PLATE STEEL. POWDERCOAT FINISH.

150

175

150

75

7 A402

300

URTAIN WALL PANEL, D 15mm PLATE STEEL. RCOAT FINISH.

385

OPEN CURTAIN WALL PANEL, FOLDED 15mm PLATE STEEL. SHS150x9 STEEL OUTRIGGER. POWDERCOAT FINISH. HOT DIP GALVENISED. REFER

50

75

13mmPLATE CEILING STEEL FIN, POWDERCOAT FINISH

200

81/89 Bouveri 2

20

130

45 15

15 15

15

5

SHS 150x9 STEEL OUTRIGGER. A402 HOT DIP GALVANISED. REFER STRUCTURAL ENGINEER'S BAND BEAM PLATE 200MM STEEL BEARING PLATE SPECIFICATIONS FOR FIXING POWDERCOAT FINISH. (BEYOND) DETAILS.

R

Carlton Office project address

75

200

75 100

150

project name

BOLT

BRICK CURTAIN WALL PANEL

SHS150x9 STEEL OUTRIGGER. HOT DIP GALVENISED. REFER STRUCTURAL ENGINEER'S SPECIFICATIONS FOR FIXING DETAILS.

A

6MM STEEL PLATE

135.6 m RL

RECLAIMED BRICK (METRIC)

20MM CAST IN PLACE STEEL PLATE

TTED HOLE DE NGINEERS

105 m RL

Level 10

1 : 10

122 m RL

15MM CURTAIN PANEL FRAME

L NARROWLINE 425 DOUBLE D SUITE WITH OPERABLE 15mm PLATE STEEL, POWDERCOAT WS AS INDICATED. BOTTOM FINISH. REMOVABLE BACK PIECE F GLAZING TO SERVE AS TRADE WHERE PANELS ARE 20mm PLATE STEEL FIN, BLE. POWDERCOAT FINISH. REFER

Level 1

130

PLAN DETAIL

75

A402

200

CAPRAL NARROWLINE 425 DOUBLE SUITE WITH 20mm PLATEGLAZED STEEL FIN, OPERABLE WINDOWS AS POWDERCOAT FINISH. REFER INDICATED. BOTTOM ROW OF TO ENGINEER'S GLAZING TO FOR SERVE AS SPECIFICATION FIXING BALUSTRADE WHERE PANELS DETAIL. ARE OPERABLE. RECLAIMED BRICK (METRIC)

50

EXTERIOR

150

1 : 20

EQ

200

1

PLAN DETAIL

2 A402

20

150

50

INTERIOR

CAPRAL NARROWLINE 425 DOUBLE GLAZED SUITE WITH OPERABLE WINDOWS AS INDICATED. BOTTOM ROW OF GLAZING TO SERVE AS BALUSTRADE WHERE BOLT PANELS ARE OPERABLE.

6MM STEEL PLATE

340

EQ

6MM STEEL PLATE 20mm PLATE STEEL FIN, POWDERCOAT FINISH. REFER TO ENGINEER'S SPECIFICATION FOR FIXING DETAIL.

380

300 50

EQ

A

20

400

150

EQ

75

50

130

EQ

4

75

50

18MM DOUBLE GLAZING

130

INTERIOR

EQ

SLAB EDGE SHOWN DASHED 300x450 PRECAST CONCRETE CONCRETE COLUMN. COLOUR ADDITIVE TO BE APPROVED BY ARCHITECT. REFER ENGINEER SPECIFICATION FOR CONCRETE DETAILS.

540

75

6

OPEN CURTAIN WALL PANEL, FOLDED 15mm PLATE STEEL. POWDERCOAT FINISH

PROVIDE 5MM GAP BETWEEN A402 CONCRETE AND GLAZING.

4

A

150

EXTERIOR

1 : 20

BRICK CURTAIN WALL PANEL

PLATE STEEL FIN, POWDERCOAT FINISH

24mm IGU (6mm TOUGHENED GLASS, 12mm ARGON FILLED GAP, 6 6mm TOUGHENED GLASS.

450

PLAN DETAIL

SLAB EDGE SHOWN DASHED

2

A403

50

480

PLATE STEEL FIN, POWDERCOAT FINISH

A402

SHS150x9 STEEL OUTRIGGER. HOT DIP GALVENISED. REFER STRUCTURAL ENGINEER'S SPECIFICATIONS FOR FIXING DETAILS.

CAPRAL NARROWLINE 425 DOUBLE GLAZED SUITE WITH OPERABLE WINDOWS AS INDICATED. BOTTOM ROW OF GLAZING TO SERVE AS BALUSTRADE WHERE PANELS ARE OPERABLE.

5

BRICK CURTAIN WALL PANEL

S

4

FOR JUNCTION DETAIL, REFER TO 6/A402 (MIRRORED)

630

A

VE

EEL NISH. N FOR

1 : 20

340

INTERIOR

3 DETAIL 5 SECTION 1470 1470 SECTION DEAIL 1 : 20

A403

480

FOR JUNCTION DETAIL, REFER TO 6/A402 (MIRRORED)

150

1470

400

A403

400

150

EXTERIOR

SECTION DETAIL

4

340

AB EDGE SHOWN DASHED

ETAIL

480

BRICK CURTAIN WALL PANEL

PLATE STEEL FIN, POWDERCOAT FINISH

DISARCH

BOLT FIXING WITH THROUGH SLOTTED HOLE

FIXING PLATE WELDED PLATE CAST INTO

YAR R I V

RA E R

VISITOR CENTRE

15 01

2016 - RMIT University - Studio

17

19

UP

UP

UP

UP

UP

UP

UP

UP

AIRLOCK

up

F

MUNRO H U B OFFICE AND OFFICE AND VERTICAL VERTICAL FARM FARM

21 01

2016 - RMIT University - Studio 2016 - RMIT University - Design Studio

23

upper level market space lobby processing, research and education retail storage car park vehicular access

25

Level 31 Level 30 Level 29

Level 88 Level 87

88 Level 28

Level 86 Level 85 Level 84

87 Level 27

Level 83 Level 82

86 Level 26

Level 81 Level 80 Level 79

85 Level 25

Level 78 Level 77

84 Level 24

Level 76 Level 75 Level 74

Level 23 83

Level 73 Level 72

Level 22 82

Level 71 Level 70 Level 69

81 Level 21

Level 68 Level 67

80 Level 20

Level 66 Level 65 Level 64

79 Level 19

Level 63 Level 62 Level 61

78 Level 18

Level 60 Level 59

77 Level 17

Level 58 Level 57 Level 56

Level 16 76

Level 55 Level 54

Level 15 75

Level 53 Level 52 Level 51

74 Level 14

Level 50 Level 49

73 Level 13

Level 48 Level 47 Level 46

72 Level 12

Level 45 Level 44

71 Level 11

Level 43 Level 42 Level 41

70 Level 10

Level 40 Level 39

Level Level69 9

Level 38 Level 37 Level 36

Level Level68 8

Level 35 Level 34

Level Level67 7

Level 33 Level 32 Level 31

Level Level66 6

Level 30 Level 29

Level Level65 5

Level 28 Level 27 Level 26

Level Level64 4

Level 25 Level 24

Level Level63 3

Level 23 Level 22 Level 21

Level Level62 2

Level 20 Level 19

Level 61

Level 18 Level 17 Level 16

Level 60

Level 15 Level 14

Level Level59 1

Level 13 Level 12 Level 11

Level 58

Level 10 Level 9

Level 57

Level 8 Level 7 Level 6

Level 56 Ground Floor

Level 5 Level 4

Level 55

Level 3 Level 2

Level 54 Level 1

Level 53 Ground Floor

Level 52 Level 51 Level 50 Level 49

27

A-PA AV V II LL II O ON N

29

2016 - RMIT University - Studio

R Y R I E R E TA I L+ RETAIL RETAIL COMPLEX COMPLEX

31

2014 - The Gordon (TAFE) - Design

33

Stairs

Store Sec.

Book Store

Book Store

Reading Booths

FIRST

Stairs

Change

Store

Men’s Clothing

Women’s Clothing

Change

SECOND

Stairs Store

Change

Women’s Clothing

Change Men’s Cloth-

THIRD

TT H HA AN NK KS S

FOR FOR YOUR YOUR TIME TIME

35