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