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Registered in England No. 5405104
VAT No. 792 3160 26
www.quietrevolution.co.uk
quietrevolution ltd. 1.11 | Clerkenwell Workshops | 31 Clerkenwell Close | London | EC1R 0AU
Tel: +44 20 7014 3399 Fax: +44 20 7014 3388 Email: [email protected]
PRODUCT SPECIF ICATION qr5 v1.4 VERTICAL AXIS WIND TURBINE
DES
IGN
ROTOR SIZE 5m tall, 3.1m diameter | Swept area 13.6m2 | Mass 450kg
MATERIALS & COLOUR
Blades and spokes: Carbon and glass fibreSpool tube: Aluminium | Static tube: SteelTurbines come in white (RAL 9010) Masts are galvanised steel as standard (silver) or can be painted
MASTS Turbines are mounted on 6m tilt down masts (shorter 3.4m alternative available for sites with space restrictions), or ground mounted on 15m tilt down mast
ENER
GY
GENERATOR Direct-drive permanent magnet synchronous generator integrated into the base of the rotor
POWER
The peak power at 14m/s is 7.4kW aerodynamic | 6.2kW DC | 4.5kW GridThe BWEA rated power at 11m/s is 4.2kW aerodynamic | 3kW DC | 2.5kW Grid
(N.B. when comparing turbine ratings please ensure that the windspeeds are like for like. Alternative manufactures may not quote at the BWEA rating windspeed, therefore comparisons should be made using the power curve)
OUTPUT Up to 7,500 kWh per year (site wind dependant)
POWER CURVE
Image of qr5 during aerodynamic wind tunnel testing at the National Research Council of Canada (NRC)
KEY
PRO
DU
CT A
DVA
NTA
GES VAWT BENEFITS
qr5 rotor maximises output in turbulent conditions as it can use wind from all directions unlike traditional horizontal axis wind turbines (HAWTs) which need to track the wind
A VAWT (for the same swept area) has a smaller plan area than a HAWT making it more space efficient - an important consideration when siting on or close to buildings. The helically swept blades help distribute loads evenly, resulting in minimal vibration thus making the qr5 a better option for roofmounts
ACOUSTICS
The aerodynamic helical blade design results in very smooth, quiet operation
Various aspects of the vertical axis turbine design, including the low tip speed ratio, further reduce noise levels. In most instances the qr5 is quieter than background noise levels across its operating ranges
For more information on noise, please download the factsheet(s) from: www.quietrevolution.co.uk/factsheets.php
REMOTE MONITORING GPRS modem provides web-based monitoring of turbine performance
TURBINE SAFETY SYSTEM
Sensors incorporated into the design to detect any uncharacteristic behaviour or impact to the turbine
0
2000
4000
6000
8000
10000
12000
14000
16000
18000
20000
4.5 5 5.5 6 6.5 7 7.5
Annu
al e
nerg
y ou
tput
[kW
h]
Average Mean Windspeed [m/s]
QR5 v1.4 Aerodynamic
QR5 v1.4 DC Energy
QR5 v1.4 Grid Energy
Registered in England No. 5405104
VAT No. 792 3160 26
www.quietrevolution.co.uk
quietrevolution ltd. 1.11 | Clerkenwell Workshops | 31 Clerkenwell Close | London | EC1R 0AU
Tel: +44 20 7014 3399 Fax: +44 20 7014 3388 Email: [email protected]
SITE OPERATING WIND SPEEDS
Cut in at sustained 4.5m/s | Cut out at sustained 16m/s*, with power regulation above 13.5m/s
Rotor speed 100-260RPM
Minimum required Annual Mean Wind Speed (AMWS) 5.0m/sThe qr5 v1.4 turbine is optimised for operation on site with an AMWS of 5.5m/s
* less than 2% of the year in the UK
ELEC
TRO
NIC
S GRID CONNECTION
A three-phase grid connection is required – please note we do not currently offer a single phase or an off-grid/battery version
Included as part of the Control Electronics Panel is a turbine controller, inverter, Ofgem approved electricity meter and protection relay for grid connection
A single qr5 can be grid connected with a notification to the electricity supplier (G83). Multiple qr5s may require prior approval (G59) - applications to the electricity supplier can be completed by quietrevolution
For more information on grid connection please download our factsheet(s) from: www.quietrevolution.co.uk/factsheets.php
CONTROL ELECTRONICS
The Control Electronics Panel measures 800mm wide by 1200mm tall by 450mm deep - this can be housed in a plant room or weatherproof enclosure
Multiple turbines can share a grid connection and metering panel
For more information on our control system and electrical requirements, please download the factsheet(s) from: www.quietrevolution.co.uk/factsheets.php
COST
TURBINE £25,000CONTROL ELECTRONICS £4,600MASTS £3,850 - £5,650
INSTALLATION£2,500 - £5,000(N.B. This estimate includes delivery, installation and commissioning, but excludes foundations, groundworks, or steelwork as these vary site to site)
LEAD TIME 4-7 months (from order)
3.4m mast
15m mast
6m mast
PRODUCT SPECIF ICATION qr5 v1.4 VERTICAL AXIS WIND TURBINE
CENTRELINE KOSCIUSZKO ROAD
SWP SMH
WALL AT HIGHER LEVEL
+RL 1728.50
1725.0
1727.5
1727.5
1728.8
1730.0
1723.75
1726.25
POLICE
STAFF
PUBLIC SHELTERRETAIL
LOBBY
CT
SV
SV
FHR
SSL 1723.605
COVERED WALKWAY
STAIR 1
TANK 1 TANK 2
POLICE PARKING
ENTRY
D8G01
CTSTC
PATH
FFL 1723.605
CP1
CP1
CP2
03WGL
04WGL
11WGL
05WGL
06WGL
07WGL
08WGL
09WGL
10WGL
D4G02
DRAINAGE CAVITY
TSL 1723.605
PBK
TSL 1723.605
PATHBFC
LOOP ROAD
TSL 1723.605
SSL 1723.50
SSL 1723.50
WALKWAY
SSL 1723.50
WALL AT HIGHER LEVEL
PB
K
INS
1
INS1 INS1
+FSL 1723.40
FSL 1723.58+
+FSL 1723.60
KERB RAMP
+ FSL 1723.58
SMH
32
50
SHS SHS SHS SHS SHS SHS
+FSL 1723.04
INS2 TO CAVITY
PLASTERBOARD FIXED TO TIMBERBATTENS - INS3 INSULATION FORFULL HEIGHT OF WALL
S1
S2
FW
FW
FIP
P1EM
RO
FSL 1723.58+
UP
OF
FALLFALL FALL
OF
FALLFALL FALL
+FSL 1723.60
ST
EP
18
0
+ RL 1723.30GD GDGD GD GD
SWPSWP
CJ
CJ
RL 1723.56+
DPDP
RL 1723.56+
SHS
FW
FALL
FALL
FALL
P1
SHS
ST
EE
L B
EA
MS
OV
ER
SWP
FB
K
FBK
FB
K
FB
K
INS1
INS1 INS1INS1
TYPICAL WALL INSULATION
WALL AND FOOTING AT HIGHER LEVEL SHOWN FOR PIER SETOUT
SWP
CP2
CP2
SWP
SWPSWP
SWP
SWPSWP
PIERS TO STRUCTENG’S DETAIL
SHS SHS
SHS
REFER CIVIL ENG’S DWGS
FALL
FALL
PLANTROOM
FALLSEWERMAINTENANCESHAFT
FALL
FALL
D4G09
RL
1723.56+
FALL
FALL
+
FSL
1723.605
PL
INT
H
MWC2 MWC1
7.5^
SW
12WGL
+FSL 1723.60
SSL 1723.475
FALL
(BY OTHERS)
150H
FACE OF COLUMNS
CTR LINE WALL
FACE OF WALL
SHS
+ RL 1723.51
REFER POLICE & RETAILNOTE
REFER POLICE & RETAILNOTE
234
689
STONE CLAD WALL TO STAIR AT HIGHER LEVEL
S5-A
S6S6S6 S6S6
WALKWAY SUPPORT WALLS OVER
SWPSWPRWO RWO RWO RWO RWO
RWO
RWO
SHS
ACCESS PANEL OVER
ACCESS PANEL OVER
27
R4610
15mm JOINT.WITH BACKINGROD AND SEALANT - CHAMFER EDGES
ST
EE
L B
EA
MS
O
VE
R
TOW 1723.74+
+ TOW 1723.74TOW 1723.74+
+ TOW 1723.74
+ TOW 1723.74
SEAL VOIDS IN BLOCKWORK
ST
EE
L B
EA
MS
OV
ER
ST
EE
L B
EA
M
OV
ER
CT
CLR
S8
D5G04
S9
MALE WC
CT
CT CT
D2G06
FEMALE WC
ACC. WC/
D9G03
MSBP3
D3G07
D3G08
S4 S3
S2
FW1
SHS
P5
ST
EE
L B
EA
MS
OV
ER
P3
S2
SHS
ST
EE
L B
EA
MS
OV
ER
D3G10
D3G11
CB CB
CB
P2a
P5
P5
P5
INS1
INS
1
INS
1
INS
1
D8G05
CONC DOWNTURN TO CONNECTTO SNOW PIT UPSTAND
REFER HYD SPECIFICATION
BLOCKWORK SUPPORTFOR GAS METERING AT GROUND LEVEL ABOVE
UP
STEP PAVER TO INFILLTO HEADER COURSE
VEHICLE SETDOWNBAY
SMH
ASPHALTIC CONC
SWPBY OTHERS
SWPBY OTHERS
02WGL
01WGL
Description
Job Number Dwg. No.
Project
Status DateIssue
Client:
North
Issue
08 446
Bar Scale
DARYL JACKSON ROBIN DYKEPTY LTDARCHITECTS
Key Plan
Legend
1:100
C 2010
1 : 100
0 2 4 6 8m
Scale @ A1
A PRELIMINARY ISSUE 22/12/09
NPWS ADMINISTRATION BUILDING
09/02/10B
PERISHER SERVICES PRECINCT DEVELOPMENT
CO-ORDINATION
64 Rose Street Chippendale NSW 2008
t 9319 2955 f 9698 1116
www.djrd.com.au
NoteREFER TO SPECIFICATION FOR REQUIRED R-VALUES
OF BULK INSULATION
A
AB
BFC
CB
CJ
CR
CPT
CP1
CP2
CP3
CT
DP
EM
ESW
F
FBK
FFL
FSL
FW
GD
HR
INS1
INS2
INS3
INS4
INS5
INS6
INS7
MB
MSC
MWC1
MWC2
MWC3
MWC4
MWC5
MWC6
MSB
MR1
OF
P1 - P8
PBK
RBK
RD
RV
RL
RO
RW
SHS
SK
SF
SSL
STC
SV
SWP
TFC
TPB
TS
TSL
TSK
TVP
VP
VS
AWNING WINDOW
ACRYLIC BENCHTOP
BROOM FINISHED CONCRETE
HYDRAULIC CONTROL BOX
CONTROL JOINT
CEMENT RENDER
CARPET TILES
CONCRETE PAVING TYPE 1
CONCRETE PAVING TYPE 2
CONCRETE PAVING TYPE 3
CERAMIC TILES
DOWNPIPE
ENTRY MAT
EXTERNAL STONE WALL
FIXED GLASS
FACE BLOCKWORK
FINISHED FLOOR LEVEL
FINISHED SURFACE LEVEL
FLOOR WASTE
GRATE DRAIN
HANDRAIL
60mm INSULATION BOARD
25mm INSULATION BOARD
32mm INSULATION BOARD
30mm INSULATION BOARD
50mm INSULATION BOARD
16mm INSULATION BOARD
13mm INSULATION BOARD
METAL BALUSTRADE
METAL SOFFIT CLADDING
METAL WALL CLADDING TYPE 1
METAL WALL CLADDING TYPE 2
METAL WALL CLADDING TYPE 3
METAL WALL CLADDING TYPE 4
METAL WALL CLADDING TYPE 5
METAL WALL CLADDING TYPE 6
MAIN SWITCHBOARD
METAL ROOFING TYPE 1
OVERFLOW
PARTITION TYPES 1 TO 8
PAINTED FACE BLOCKWORK
RENDER AND PAINTED BLOCKWORK
ROLLER DOOR
ROOF VENT
REDUCED LEVEL
RAINWATER OUTLET
REMOTE WINDOW WINDER
SQUARE HOLLOW SECTION
ALUMINIUM SKIRTING
STEEL FRAMED WALL
STRUCTURAL SLAB LEVEL
STEEL TROWEL CONCRETE
SHEET VINYL
STORMWATER PIT
FLUSH SET FIBRE CEMENT WITH INSULATION BOARD
FLUSH SET PLASTERBOARD WITH INSULATION BOARD
TIMBER WINDOW SILL
TOPPING SLAB LEVEL
TILED SKIRTING
RECYCLED TIMBER VENEER PANEL
VENT PIPE
VINYL SKIRTING
01 02 03 04 05 06 07
B C
CB
A
A
08
B
C
A
AO2.200
AO2.200
AO2.200 AO2.200
AO2.200
AO2.200
6550 5450 5450 5450 5450 6400 5960
D
26
70
93
50
28
50
CENTRELINE STEEL POSTS
CFC COMPRESSED FIBRE CEMENT
CH
COS CHECK ON SITE
CP CONCRETE PAVING
EDB
EQ EQUAL
FB FACE BRICKWORK
FINISHED FLOOR LEVEL
HR HANDRAIL
MB METAL BALUSTRADE
MSB MAIN SWITCHBOARD
RL REDUCED LEVEL
SWP STORMWATER PIT
WALLS
NEW STEEL STUD WALL
NEW BRICK WALL
WALL TO BE DEMOLISHED
EXISTING WALL TO BE RETAINED
CEILINGS
CFC COMPRESSED FIBRE CEMENT
CH
EAVES GUTTER
AC
BH BULKHEAD FH FIRE HYDRANT
FHR FIRE HOSE REEL
HD HAND DRYER
SB
STRUCTURAL FLOOR LEVELSFL
EF EXHAUST FAN
CP1
SSH SUNSHADE
G GLAZING
EM1 ENTRY MAT TYPE 1
EM2 ENTRY MAT TYPE 2
NEW STEEL BEAM
SC NEW STEEL COLUMN
AIR CONDITIONING UNIT
SW SEWERAGE
VP VENT
VINYL TYPE 2
VINYL TYPE 1V1
V2
FT1 FLOOR TILE TYPE 1
CARPET TYPE 1
CARPET TYPE 2CP2
X
XMS/R
EXISTING
MR1 METAL ROOFING TYPE 1
EG
CEILING HEIGHT
EXISTING DOWN PIPE
NBB NEW BARGE BOARD
NPD NEW DOWN PIPE
NEG
OF OVER FLOW
P8
P6
P4
P1 PAINT SYSTEM REFER SPEC
PAINT SYSTEM REFER SPEC
PAINT SYSTEM REFER SPEC
PAINT SYSTEM REFER SPEC
PPB
XR
SSL
SPB
BOARD
EAVES GUTTER AND FASCIA
REPAIR
EXISTING METAL SUNSHADES/
CFC
STEEL BEAMSB
ELECTRICAL DISTRIBUTION BOARD
XDP
SD SERVICE DROPPER / PANEL
CD CABLE DUCT
TI TACTILE INDICATORS
SS STAINLESS STEEL
AS ALUMINIUM SUNSHADE
CFC COMPRESSED FIBRE CEMENT
FB FACE BRICKWORK
FINISHED FLOOR LEVEL
HR HANDRAIL
MB METAL BALUSTRADE
MSB MAIN SWITCHBOARD
RL REDUCED LEVEL
SWP STORMWATER PIT
AC
BH BULKHEAD
FH FIRE HYDRANT
FHR FIRE HOSE REEL
HD HAND DRYER
SB
STRUCTURAL FLOOR LEVELSFL
SSH SUNSHADE
L LIGHT FITTING
G
GL GLASS LOUVRES NEW STEEL BEAM
SC NEW STEEL COLUMN
AIR CONDITIONING UNIT
SW SEWERAGE
VINYL TYPE 1V1
X
PAINT SYSTEM REFER SPEC
SSL
TI
RV ROOF VENT
AWP ACOUSTIC WALL PANEL
CR CEMENT RENDER
FT FLOOR TILES
MR METAL ROOFING
CJ CONTROL JOINT
FW FLOOR WASTE
ACL ALUMINIUM CLADDING
CP CARPET
GLASS
MWC1 METAL WALL CLADDING TYPE 1
V2 VINYL TYPE 2
MWC2 METAL WALL CLADDING TYPE 2
RC REINFORCED CONCRETE
SF STEEL FRAMED WALL
OF OVER FLOW
OC OFF FORM CONCRETE
DP DOWNPIPE
CC CONCRETE COLUMN
DS DUCTED SKIRTING
AL ALUMINIUM LOUVRES
ALS ALUMINIUM SKIRTING
CS CEMENT SCREED
FC FIBROUS CEMENT WALLBOARD PB PLASTERBOARD
VS VINYL SKIRTING
VP VENT
P1-P13
TS TIMBER SKIRTING
CT CERAMIC TILE SKIRTING
CF CONCRETE FINISH
EG EAVES GUTTER
CEILINGS
CH CEILING HEIGHT
FIRE RESISTANT PLASTERBOARD
IMPACT RESISTANT PLASTERBOARD
PPB
ACP ACOUSTIC CEILING PANELS
FPB
IPB
SPB
PERFORATED PLASTERBOARD
MPB MOISTURE RESISTANT PLASTERBOARD
FC
SUSPENDED PLASTERBOARD CEILING
FIBROUS CEMENT SOFFIT LINING
RS ROLLER SHUTTER
KJ KEYED CONTROL JOINT
SJ SAWN CONTROL JOINT
WLT WALL LIGHT
BH BULKHEAD
SMH SEWER MAN HOLE
LEGEND/NEW BUILDING
BATTERED BANK
HR
HR
AO1.300
GROUND FLOOR PLAN & EXTERNAL WORKS
FOR SITE CONTINUATIONREFER AO1.301
RL 1724.00
RL 1725.00
RL 1726.00
G
EXISTING DISH DRAIN
KOSCIUSZKO ROAD
WALL LEGEND
190mm BLOCKWORK WALL
140mm BLOCKWORK WALL
RANDOM STONE CLADDING
SMH
SETBACK LINE15m FROM CENTRELINE OF KOCIUSZKO ROAD
DIS
H D
RA
IN
DISH DRAIN
TS
HR
HR
+FSL 1722.82
C 08/03/10
LINE OF EXTERNAL WALL OVER
LINE OF BASE OF STONE WALL AT GROUND LEVEL
FW
REFER CIVIL ENG’S DETAILS
REFER L’SCAPEDRAWINGS
WALKWAY ROOFOVER
REFER CIVIL ENG’S DETAILS FOR LOOP ROAD ALIGNMENT
ACCESS SYMBOL TO AS1428.1
SETDOWN FOR BATHROOM LOCATION TO BE CONFIRMED
+ RL 1725.295 (CHAINAGE 30)
R=4610
TS TS TS TS
CP2
CP2
CP1
AO5.101
+ FSL 1723.0
FSL 1723.26 +
FSL 1723.45 +
FSL 1723.39 +
AIR VALVE
D 01/04/10PRE-TENDER ISSUE
PILED FOOTING
PAVER HEADERCOURSE
CP1
CP1
CP1
EXISTING DISH DRAIN
FSL 1722.98 +
NEW SWPs - REFER CIVILENG’S DRAWINGS
EX. SWP - REFER CIVIL ENG’S DRAWINGS
PIERS TO STRUCTENG’S DETAIL
2000
1500
720
246
CAPPING BEAM
AT HIGHER LEVEL
PIERS AND
SHOTCRETE WALL
AO3.102
04
INTERNAL FACE OF TANK WALLSTO HAVE FINISH QUALITYSUITABLE FOR TANK LINERINSTALLATION. LINER TOHYDRAULIC ENGINEERS’ SPEC.
CONCRETE PLINTHCLASS 2 FINISH25 CHAMFERALL EDGES
PAVERHEADERCOURSE
KERB AND GUTTER
17/05/10E
FUTURE FITOUT
TO BE CONFIRMED.
FUTURE FITOUT
TO BE CONFIRMED.
FUTURE
LIFT
SHAFT
BATTER AWAY FROM WALL FALL TO SWP BELOW
REFER LANDSCAPE PLAN FOR EXTERNAL
WORKS DETAILS
NOTE:
PAVING HEADER COURSE
METAL CLADDING TO BLOCKWALL ABOVE STONE CAPPING.
REMOVE HEAD WALL &SW PIPE REFER TO CIVILENG’S DRAWINGS
STAIR 3
FALLFALL
EXISTING SERVICES,REFER TOCIVIL ENG’S DETAILS
--
AO3.100
TELSTRACOMMS
EXISTING DISH DRAIN
+FSL 1723.60
RL
1723.53+
GRADE PATH TO FALLAWAY FROM BASE OF RAMP
FSL 1722.92
+
--
NEW SWPBY OTHERS
1000
MIN
GAS FLUES AT HIGHLEVEL PENETRATINGEXT WALL
06
CONC FINISH CONC FINISH
NOTE:
- 140 CORE-FILLED BLOCK TO SILL HEIGHT
(REFER DETAIL 2 / AO4.101) 130 TIMBER
STUD WALL ABOVE WITH INS3 + 13mm PB.
INS7 ABOVE CEILING TO UNDERSIDE SLAB.
R3 BATT INSULATION TO STUD WALL.
FOR POLICE OFFICE AND RETAIL:
- REFER CONSULTANTS DRAWINGS FOR
SERVICES CAPPED OFF FOR FUTURE USE
+RL 1724.260 (CHAINAGE 20)
F 28/05/10PRE-TENDER REVIEW
STONE CLAD CONCRETE BLOCKWORKRETAINING WALL
BATTER AWAY FROM WALL FALL TO SWP BELOW
OPENINGS WITH VERMIN MESH TO INSIDE FACE OF WALL
COORDINATION
COORDINATION
R=
1742
90mm TIMBER STUD WALL
CP2
G
AIRLOCK ( & SLAB SETDOWN),
DOORS AND
WINDOWS TO BE CONFIRMED
AIRLOCK ( & SLAB SETDOWN),
DOORS AND
WINDOWS TO BE CONFIRMED
POLICE SIGNAGEON HARDWOOD POSTSET IN STEEL SLEEVE- BOTH ENDSBUS PARKING SIGNS BOTHENDS
LIN
E M
AR
KIN
G
DISABLED PARKING SIGNON HARDWOOD POSTSET IN STEEL SLEEVE- BOTH ENDS
LIN
E M
AR
KIN
G
STEEL EDGE TO KERB - REFER CIVIL ENG’S DETAIL
EXTEND MEMBRANE ALONG WALL AND BEHIND METAL CLADDING AS REQUIRED
BASE OF STONE WALL ATGROUND SURFACE
TS TS
CONCRETE PLINTH
CLASS 2 FINISH
25 CHAMFER
ALL EDGES
31
95
SIMILAR
3900 3900LINE MARKING
ALUMINIUM COVER PLATEOVER INSULATION
AO6.100
TURN INS3 UP ATTOPPING SLAB EDGE,ALONG EXTENTOF INSULATED WALL.(PLANTROOM/CLEANER)FULL HEIGHT INS1IN CAVITY
PB FIXED TO TIMBERBATTENS - INS3 FORFULL HEIGHT OF WALL,INS TO CAVITY - INS 2 AT METAL CLADDING, INS 5 AT STONE.WATERPROOF MEMBRANE ON BLOCK AT STONETURN UP INS 4 AT TOPPING SLAB EDGE
14
0 B
LO
CK
140 BLOCK
INCORPORATE EXHAUST FANINTO STEEL HOOD FABRICATION
GD
EXIST SMH.ADJUST HEIGHT TO SUIT NEW FINISHED LEVEL
EXIST SMH. ADJUST HEIGHTTO SUIT NEW GROUND LEVEL
RL 1723.225(CHAINAGE 10)+
STAIR 401
AO3.10201
AO3.102
20/08/10FINAL COORDINATION ISSUE
INT
ER
NA
L S
TR
UC
TU
RA
L
WA
LL
S A
ND
CO
LU
MN
S
W10 W09 W08 W27 W07 W06 W05 W03 W01W02
POLICE RETAIL PUBLIC SHELTER
TANK 1 TANK 2FHR
190 6455 190 5310 90 16210
190 4170 90 820 90 5110 190 2516 190 2686 190
ENTRY
STEEL COLUMNS
INTERNAL WALLS
4011 150 3691 150 3998
ACCESS WC
150 2385
FEMALE WC MALE WC
190 3605 190 3806 140 3402 280 842
2314 140 3157 280 1140 140
MSB
GRID
EXTERNAL
INTERNAL WALLS 3
INTERNAL WALLS 2
295920
GR
ID
19
01
18
20
19
0
ST
AIR
1L
OB
BY
EN
TR
Y
84
89
02
02
31
40
12
00
90
13
99
14
03
42
0
LOBBY
1020 361 836 1000 2685
968 1383 920 2859
EXTERNAL OPENINGS
INTERNAL OPENINGS 2
INTERNAL OPENINGS 1
EX
TE
RN
AL
WA
LL
S
INT
ER
NA
L W
AL
LS
1
INT
ER
NA
L W
AL
LS
2
99
42
00
05441
82
095
OP
EN
ING
S 1
OP
EN
ING
S 1
W1
1D
4
D9
D5
18
89
50
29
21
40
02
68
2474
D3
190 300
190 1411 3801 600 1849 600 4850 600 4850 600 4850 600 5150
821 PIER/BLOCK WALL
14
01
55
01
40
95
01
90
INT
ER
NA
L W
AL
LS
3
PL
AN
TC
LE
AN
19
02
85
71
00
34
26
19
01354
19
09
48
19
02
75
6
FA
CE
OF
WA
LL
CE
NT
RE
LIN
E O
F W
AL
L
1173 2515 860 1586 616 2236 1192 1621 605 4846 400 5050 400 5050 295 3945 1771 600 390 600 4961
A CLIENT REVIEW
SCALE 1:100
SCALE 1:100
PLAN: ROOF
PLAN: LEVEL 1 FLOOR
01 02 03 05 06 07 08
LEVEL 1 FLOOR & ROOF PLAN
MWC2
MWC2MWC2
04
A
B
C
B C
A
A
SUNSHADE BELOW
SNOW CATCHING PIT
LINE OF ROOF ABOVE
SUNSHADE ABOVE
AO1.301
LINE OF WALL BELOW
FOR SITE CONTINUATIONREFER AO1.301
AO2.200 AO2.200
AO2.200 AO2.200
AO2.200 AO2.200
AO2.200
G
RIDGE CAPPING
BARGE FLASHING
RAKING WALL OVER
BASE OF WALL BELOW
RAKING STONE WALL TO GROUND LEVEL
01
02
-
-
T.O.W. RL.1729.10
T.O.W.
RL 1727.6
R=4450mm
AMBULANCE
R=1390mm
LOOP ROAD
ENTRY CANOPY.REFER AO5.101
C CO-ORDINATION
EAVE OVER
08/03/10
CONC PLINTH
CONC PLINTH
CONC PLINTH
(CHAINAGE 40)+ RL 1726.323
+ (CHAINAGE 80) RL 1728.622
CONCRETE BLOCKWORKRETAINING WALL
SHARED ZONE
FACE OF COLUMNFACE OF SLAB EDGE
FACE OF COLUMNFACE OF SLAB EDGE
FA
CE
OF
CO
LU
MN
FA
CE
OF
SL
AB
ED
GE
ENTRY CANOPY ABOVE
+RL 1728.10
D 01/04/10PRE-TENDER ISSUE
SNOW CATCHING PIT
RIDGEOVER
T.O.W.
RL 1728.0
LOOP ROAD EDGE (BY OTHERS)
DISH DRAIN
(BY OTHERS)
SWP
(BY OTHERS)
(COS)
LANDSCAPED AREAREFER LANDSCAPE PLAN
+T.O.W (BLOCK)1728.60
+
(CHAINAGE 60)
RL 1727.472 +
METAL STAIR &LANDINGREFER AO3.101
(CHAINAGE 50)
RL 1726.897
+
(CHAINAGE 70)
RL 1728.047
AO5.103AO5.103
ELECTRICAL PENETRATIONS (x 3)TO BE CO-ORDINATED WITHWORKSTATION LAYOUT
350
49
37.99^
37.99^
FA
CE
OF
CO
LU
MN
FA
CE
OF
SL
AB
ED
GE
17/05/10E CO-ORDINATION
LINE OF WALL BELOW
LINE OF WALL BELOW
AO7.100
04
19
2101 22
FLASH BETWEEN EDGE OF PLANTPLATFORM AND ROOF TO PREVENTPASSAGE OF SNOW
KERB TOCIVIL ENG DETAIL
REFER
DRAWING AO3.101
STEEL GRIDWALKWAY
RAMP UP
REFER TO CIVIL ENGINEERS’ DRAWINGS
CARPARK
STEEL HANDRAIL
+ RL 1727.90 +
SUNSHADE ABOVE
FITOUT
DETAILS
TBC
02 05
300W CONCRETE DOWNTURNTO ROAD, SET BACK100 FROM BLOCK FACE
6550 5450 5450 5450 5450 6400 5960
6550 5450 5450 5450 5450 6400 5960
ROOF LINE OVER
SUNSHADE OVER
F 28/05/10PRE-TENDER REVIEW
BALUSTRADE REFER AO3.101
CONCRETE BETWEEN ROAD EDGE AND RETAINING WALL
CONCRETE SLAB
BELOW AT GROUND
LEVEL TO FALL TO
PATH
RETAINING WALL
UNDER
VOID (FUTURE LIFT SHAFT)
SETDOWN CONCRETE UPSTAND TO ALLOW FLUSH FINISH OF STONE AND PFC CAPPING
3AO4.101
G
SUNSHADE BELOW
SUNSHADE BELOW
AO5.101
01
05AO5.101
+T.O.W (BLOCK)1728.85
RL 1728.30+
+ RL 1727.93
100
WALKWAY ROOF BELOW
SNOW PITBELOW
SNOW PIT BELOW
FUTURE LIFT CUT OUT
PHOTOVOLTAIC
PANELS
SHEET METAL ROOFING
BENEATH PHOTOVOLTAIC PANELS
FLASH OVER TOP EDGEOF PHOTOVOLTAICPANELS AND RIDGE TOPREVENT PASSAGE OFSNOW UNDER PANELS
SEAL OFFPENETRATION
RAKING SHS - EXTENDBELOW SLAB FOR SOFFIT SUPPORT
WALKWAY BELOW
REFER AO6.101
REFER AO6.101
CONC SLAB190 BLOCK WALL UNDER
AAO2.200
STC TO
TOP &
NORTH FACE
BE
NC
H O
’HE
AD
CP
BD
07
AO7.100
AO7.100
01
11
AO7.100
03
AO7.100
13
AO7.100
07
AO7.100
600
ON HOLD
20/08/10FINAL COORDINATION ISSUE
A
B
C
D
26
70
93
50
28
50
CENTRELINE STEEL POSTS
SMH SMH SMH SMH SMH SWP SWP WMWMWMWMSWPSWPSWP
A
B
C
D
26
70
93
50
28
50
CENTRELINE STEEL POSTS
CENTRELINE KOSCIUSZKO ROAD
+RL 1728.50
Description
Job Number Dwg. No.
Project
Status DateIssue
Client:
North
Issue
08 446
Bar Scale
DARYL JACKSON ROBIN DYKEPTY LTDARCHITECTS
Key Plan
Legend
1:100
C 2010
1 : 100
0 2 4 6 8m
Scale @ A1
A PRELIMINARY ISSUE 22/12/09
NPWS ADMINISTRATION BUILDING
09/02/10B
PERISHER SERVICES PRECINCT DEVELOPMENT
CO-ORDINATION
64 Rose Street Chippendale NSW 2008
t 9319 2955 f 9698 1116
www.djrd.com.au
NoteREFER TO SPECIFICATION FOR REQUIRED R-VALUES
OF BULK INSULATION
A
AB
BFC
CB
CJ
CR
CPT
CP1
CP2
CP3
CT
DP
EM
ESW
F
FBK
FFL
FSL
FW
GD
HR
INS1
INS2
INS3
INS4
INS5
INS6
INS7
MB
MSC
MWC1
MWC2
MWC3
MWC4
MWC5
MWC6
MSB
MR1
OF
P1 - P8
PBK
RBK
RD
RV
RL
RO
RW
SHS
SK
SF
SSL
STC
SV
SWP
TFC
TPB
TS
TSL
TSK
TVP
VP
VS
AWNING WINDOW
ACRYLIC BENCHTOP
BROOM FINISHED CONCRETE
HYDRAULIC CONTROL BOX
CONTROL JOINT
CEMENT RENDER
CARPET TILES
CONCRETE PAVING TYPE 1
CONCRETE PAVING TYPE 2
CONCRETE PAVING TYPE 3
CERAMIC TILES
DOWNPIPE
ENTRY MAT
EXTERNAL STONE WALL
FIXED GLASS
FACE BLOCKWORK
FINISHED FLOOR LEVEL
FINISHED SURFACE LEVEL
FLOOR WASTE
GRATE DRAIN
HANDRAIL
60mm INSULATION BOARD
25mm INSULATION BOARD
32mm INSULATION BOARD
30mm INSULATION BOARD
50mm INSULATION BOARD
16mm INSULATION BOARD
13mm INSULATION BOARD
METAL BALUSTRADE
METAL SOFFIT CLADDING
METAL WALL CLADDING TYPE 1
METAL WALL CLADDING TYPE 2
METAL WALL CLADDING TYPE 3
METAL WALL CLADDING TYPE 4
METAL WALL CLADDING TYPE 5
METAL WALL CLADDING TYPE 6
MAIN SWITCHBOARD
METAL ROOFING TYPE 1
OVERFLOW
PARTITION TYPES 1 TO 8
PAINTED FACE BLOCKWORK
RENDER AND PAINTED BLOCKWORK
ROLLER DOOR
ROOF VENT
REDUCED LEVEL
RAINWATER OUTLET
REMOTE WINDOW WINDER
SQUARE HOLLOW SECTION
ALUMINIUM SKIRTING
STEEL FRAMED WALL
STRUCTURAL SLAB LEVEL
STEEL TROWEL CONCRETE
SHEET VINYL
STORMWATER PIT
FLUSH SET FIBRE CEMENT WITH INSULATION BOARD
FLUSH SET PLASTERBOARD WITH INSULATION BOARD
TIMBER WINDOW SILL
TOPPING SLAB LEVEL
TILED SKIRTING
RECYCLED TIMBER VENEER PANEL
VENT PIPE
VINYL SKIRTING
FALL 7.5°
FALL
FALL 7.5°
MR 1 MR 1
VP
VP X 2
MWC5
SOLA
R C
OLLEC
TO
RS
SOLA
R C
OLLEC
TO
RS
SHEET METAL ROOF BELOW,WITH PHOTOVOLTAIC PANELSON TOP
CPTCPTCPT
CPT
CT
FOYER
CPT
01L1
W
02L1
W03L1
W04L1
W05L1
W06L1
W07L1
W
08L1
W
09L1
W
10L1
W
11L1
W 12L1
W15
L1W
ACCESS
STORE
OFFICE 1LIBRARY
RECEPTION
I.T.
LDRY
CPT
LUNCHROOM
13L1
W
SV
14L1
W 16L1
W
CPT
FHR
WC
WC
AIRLOCK
+RL 1727.05
GENERAL OFFICE
OFFICE 2
PRINTING
SHS
SHS
SHS
SHS
SHS
SHS
SHS
SHSSHSSHSSHS
SHS
SHSSHSSHSSHS
COMPACTUS
SV
SV
SHR
SHS
SHR
SHS
SHS
SHSSHS SHS
SHS
SH
S
SHS SHS SHS
SV
FEMALE CHANGE
SHR
D2114
D2117
D2113
D2116
CPT
STAIR 1REFER AO3.100
D1101
D6103
D6112
D6106
D6107
D6108
D6109
D6110
D7104
D7105
CT
P3
P3
P5
P5
P5
P5
CPT
BENCH
DP DP
TSL 1728.10
D4102
TSL 1728.10
SSL 1728.00
SSL 1728.00
GUTTER
111
D2118
TS SHS-RAKING
TS
CT
CT
CT
CTCT
SHS SHS
MALE CHANGE
P7
SHSSHSSHS SHSTS
SH
S
SHS
TS
FW2FW2
SST
WALKWAY
FH
R
TS
TS
TS TS TS TS TS TS TS TS TS TS
MECH
+RL 1727.00
BFC
RO
RO
RO
RO
RO
P1a
WT13
WT08P2a
P2a
P1a
P2a
P2a
P8 P8
P1a
P1a
P3
P2a
P2a
P5
P5
P5
P3
P3
P6
P6
P2a
P3
P3
P5
P1
P2a
P4
P1
P3
P3
P5
P1
P1
P1a
P8
P8 P1
P1 /
P8
P1
P1
P5
P5
P2a
P2a
P6
/ P
8
P6
P1
P2a
P3
P2
P4
P8
P1
P7
P1
P8
P8
RL 1727.96 +
+RL 1727.93
FALL FALL FALL
PATHBFC
RO
RO
RO
MECH
EM
RL 1727.93 +
RL 1727.90+
+RL 1727.88
BFC
MECH
SV
21L1
W
TS
UP
UP
SHS SHS-RAKING
450x350
BE
NC
H
S5
S4
S3
S1
S15
S13S13S13
S11
S12
S14
RO
D4118
SHSTS SHS SHS
FW1
FW1FW1
FW1
FW2
FW2
26L1
W
P4
P4
P4
P4
PATH
FW2
TSTS TS
STC
RO
RO
STC
STC
RL 1728.10
FALL
FALL
FALL
OF
OF
CJ
CB
CB
CB
CB
RW
RWRWRW
RW
HYD/ELEC
VP
HRHRHR
VP
CVS
P6
P6
D10119
CORRIDOR
17L1
W 18L1
W19
L1W
20L1
W
SV
S16
RL 1728.650
+
OF
OF
MEETING ROOM
FALL 7.5° 19 deg
NOMINALSLAB RL 1727.100
SCREEN
SCREEN
S21
S20
S6
S6
S19
S18
S17
S10
ACCESSIBLE
25L1
W
530x650
OF
JOINT
INS7
INS7INS7
UP
STAIR 2
P4
P2a
P2a
D2115
P2a
D11
SWPBY OTHERS
SWPBY OTHERS
SHS
SHS
SHS
SHS
SHS
FALL
23L1
W
24L1
W
BENCH
O’HEAD CBD
OFFICE 2 IT SWR MALE CHANGE WC AIR LOCK L’DRY WC FEMALE CHANGE SWR
MECH
CUPBOARD
STAIR 1
1000 1455
W11 W12 W13 W14 W15 W16 W17 W18 W19 W20 W21
W08 W07 W06 W05 W03 W02
W01
INT
ER
NA
L W
AL
LS
1
D6/1
10
D6/1
09
D6/1
03
D2/1
12
90
26
93
90
1485
90
24
20
INT
ER
NA
L W
AL
LS
2
LD
RY
AC
CE
SS
OP
EN
ING
S 2
OP
EN
ING
S 1
GR
ID
270
90
15
46
90
1577
90
32
81
90
2317
PR
INT
ING
M.
CH
AN
GE
260
10
00
4518
15
30
23
71
02
07
85
OP
EN
ING
S 3
90
1475
PRINTING
W2
6
INT
ER
NA
L W
AL
LS
3
ME
CH
FH
R
750
600
1690 600
FA
CE
O
F B
LO
CK
600
EX
TE
RN
AL
WA
LL
C.O
.S
2165
23
50
90
550
90
25
30
90
350
90
1045
D1/1
01
W23-C
.O.S
W24-C
..O
.S
14
40
49
60
14
40
21
70
2335
12
52335
FACE OF BLOCK
FACE OF BLOCK
160
850
38
40
290
10
00
900
29
00
850
FACE OF SLAB
16
00
16
00
48
00
FACE OF BLOCK
EQEQ 3350
8080 APPROX - TOP HAT & PLY
80
2131610
COS
EQEQ EQEQRAKING WALL
W04
EQEQ213
COS
REFER ELEVATION
5025 425 5025 425 1275 2950 2500 425 2500 3690
1900 EQEQ
130 4600 90
130
OFFICE 1
1950
4860
904960901950
95
1575 90 2150 90 5215 90 955 90
1090
650 90
90196090
ACCESS WC
550
STORE
90
440
3200 90 3150 90 2600 90 950 90 6780 90 420 90 2000 90 1725 90 1940 90 1650 90 3685 90 1050 90
90 1900 90 1150
45
W05
FA
CE
O
F S
LA
B
4500 COSEQ EQ
RAKING RAKING
COS
FA
CE
OF
SL
AB
LIBRARY / LUNCHROOM
SHS
1515
3540
EQEQ EQEQ EQEQ
45
165
1150 2175 3095 1295 700 1295 2740 1295 2298 1295 425 3780 1623 1200 562 1020 996 1295 425 1295 850 2550 1493
4795
CTR LINE COLUMNS
130
90
46
20
15
50
45
130
130
61
90
16
50
57
00
25
50
39
50
28
00
18
50
35
50
695
FACE OF SLAB
BENCH
1225
750
320
27
00
600
2400
820 165
