Embed Size (px)
Citation preview
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 32 #18 Casino Street Welshpool
Client:
Project Title:
Alita Constructions
Site Survey Plan01.05.19
MB
Project Number:
1922Drawing Number:
A1
B
08.05.19
14.07.19
Preliminary Issue for Client Comments
Issued for consultants and building approval
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BEREPRODUCED OR MODIFIED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THECOMMENCEMENT OF ANY WORKS AND ANY DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTYOF QUALITY DESIGN SOLUTIONS PTY LTD. IT MUST NOT BE REPRODUCED, COPIED ORALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS PTY LTD.
1:250 (A1)
ISSUED FOR BUILDING APPROVAL
A
C 04.08.19 Loading dock roof and electrical amendments
D xx.xx.xx -
Email: [email protected] Mobile: 0403 165 270
BOTTOMOF BANK
EXISTING WAREHOUSE
CONCRETE COMMERCIAL BUILDING
PO
STS
COMMERCIALBUILDING
CONCRETECOMMERCIALBUILDING
BOLLARDS
BOLLARDSEXISTING INSPECTION PIPE TO BE REMOVED
CONCRETE
ED
GE
OF
CO
NC
RE
TE
CO
NC
RE
TEC
RO
SS
OV
ER
ED
GE
OF
EX
ISTI
NG
CO
NC
RE
TE
DOME POWERPOLE
POWERPOLE
ED
GE
OF G
RAV
EL
PORTION OF WIRE FENCE TO BE REMOVED
METAL FENCE
COLORBONDFENCE
METAL FENCE
STE
EL FE
NC
E R
EN
DE
RE
DW
ALL S
EG
ME
NTS
WV
POOLINGWATER
WATERVALVE
GASVALVE
PIT DEPTH2.2 DIA 1.8
PIT DEPTH2.03 DIA 1.8
PIT DEPTH1.9 DIA 1.8
PIT DEPTH2.1 DIA 1.8
PIT DEPTH1.76 DIA 1.8
PIT DEPTH1.95 DIA 1.8
PIT DEPTH2.14 DIA 1.8
PIT DEPTH2.07 DIA 1.8
PIT DEPTH1.9 DIA 1.8
PIT DEPTH1.82 DIA 1.8
PIT DEPTH1.74 DIA 1.8
PIT DEPTH1.81 DIA 1.8 K
ER
B
KERB
KE
RB
KERBKERB
KE
RB
KE
RB
KE
RB
METALMANHOLE
METALMANHOLE
METALMANHOLES MANHOLES
PIPE
PIPES DESTINATIONNOT KNOWN
DRAINAGE PIT PIPESUNMEASURABLE
INV 18.3DIA0.15
INV
18.25DIA
0.15
INV 18.24DIA
0.15
INV 18.25DIA0.15
INV
18.28DIA
0.15
INV 18.24DIA0.15
INV
18.19DIA
0.15IN
V 18.24D
IA0.15
INV
18.38DIA
0.15
INV 18.28DIA0.15
INV 18.28DIA0.15
INV 18.26DIA0.15
INV 18.28DIA
0.15
INV 18.26DIA
0.15
INV 18.29DIA0.15 INV 18.32DIA
0.15
PIN
V 18.27D
0.15 INV 18.3DIA
0.15
INV 18.26DIA0.15
INV 18.31DIA0.15
INV 18.27DIA
0.15
INV
18.2
8DIA
0.15
INV 18
.27DIA
0.15
INV 18.26DIA0.15
INV 18.33DIA0.15
INV 18.26DIA
0.15 INV
18.3
1DIA
0.15
INV 18
.3DIA
0.15
INV 18.29DIA0.15
INV 18.21DIA0.15
INV 18.27D
IA
0.15 INV 18.24DIA
0.15
INV 18.24DA
0.15
INV 18.29D
IA
0.15
INV 18.27D
IA0.15
INV 18.23DIA
0.15
INV 18.27DIA0.15
INV 18.26DIA0.15
INV
18.31DIA
0.15
INV 18.23DIA
0.15
INV
18.27DIA
0.15IN
V 18.19D
IA0.15
INV 18.13DIA0.15
INV
18.18DIA
0.15
WATER TANKPUMP SHED
WATERTANK
WATER TANK
TOP O
F BA
NK
TOP O
F BA
NK
TELSTRA PIT
CO
NC
RE
TE W
ALL
CONCRETE WALL
BR
ICK
WA
LLC
ON
CR
ETE
WA
LL
CONCRETE WALL
WATERMETER
WV
WV WV
VALVE
89°49'40" 90°1'
50"
89°58'10"90°10'20"
43.
5
168.16
43.5
168.26
7317 m²LOT 32
CA
SIN
O
STR
EE
T
D 69416
LOT 23
D 97259LOT 31
D 19464LOT 10
D 19464LOT 7
D 19464LOT 8
D 19464LOT 9
SEA CONTAINER
SEA CONTAINERS
LARGE METALOVERHANG
LARGE METAL OVERHANG
SECOND STOREY BALCONY
FIREHYDRANTBOOSTER
TWIN HEADFIRE HYDRANT
DATUM_NAILINBITUMENRL 18.75SEPTIC
PUMP
19.08
19.07
FFL 19
.19
FFL 19.1
8
FFL 19.1
9
FFL 19.1
8
FFL 19.2
1
FFL 19.1
9
FFL19.2
1
19.23
18.90
18.92
18.94
19.27
19.1619
.18
19.19
19.30
19.29
19.15
19.02
19.11
19.15
19.22
19.10
19.10 19
.0819
.09
19.09
19.10 19
.00 18.99
18.9919
.0019
.11
19.09
19.17
19.12 19
.1219
.14 19.22
19.14
19.13
19.16
19.12
19.14
19.15
19.06
19.07
19.10
19.06
19.25
19.18
19.15
19.14
19.12 19
.15
18.84
18.82
18.84
19.02
19.05
18.92
19.18
19.09
19.17
19.18 19
.19
19.09
19.03 19
.07 19.0719
.07
19.09
19.00
19.01
18.97
18.97
18.96
18.9718
.93
18.91
18.96
19.11 19
.09
19.0419
.22
19.13 19
.05
19.0219
.02
18.99
18.98
18.93
19.13
19.06
19.12
19.08
19.11
19.08
18.98
18.97
19.15
18.93
18.96
19.02
19.17
19.09
19.0918
.96
19.04
19.07
19.11
19.12
19.03
19.17
19.18
19.06
19.12
19.10
19.14
19.11
19.15
19.08
19.08
19.16
19.11
19.06
19.10 19
.09
19.07
19.09
19.03
19.09 19
.06
19.06
18.89
18.92
18.91
18.88 18
.87
18.95
18.94 18
.95
18.98
18.96
18.94
18.98
19.11
19.06
18.88
18.89
18.95
18.9418
.9718
.9818
.97
18.96
18.98
18.9918
.96
18.9518
.9818
.99
18.9818
.99
18.98
18.90
18.89
18.85
18.85
18.89
18.90
18.77
18.71
18.73 18
.74
19.19
19.07
19.06
19.08
19.16
19.19
19.05
19.02
19.0019
.01
19.08
19.16
19.00
18.98
18.97 18
.9618
.9718.97
19.01
18.99
19.00
18.90 18
.9018
.8818.90
18.8918
.9119.02
19.00
18.98
19.03 19
.0119
.04
19.03
19.05
19.02
19.06
19.02
19.02
19.05
18.94
18.97
18.99
19.04
19.1519
.05
19.04
19.04
19.03 19
.05
18.75
18.71
18.83
18.88
18.92
18.85
18.96
18.97
18.94
18.89
18.98
18.90
18.90
18.94
19.14
19.12
19.11
19.13
19.04
18.93
18.95
18.93
19.00
18.94
19.00
18.99
18.96
19.02
19.04
19.00
18.98
18.94
18.94
19.00
19.00
18.95
18.94
18.94
18.97
18.77
18.90
18.94
18.96
18.9519
.01
19.11
19.21
19.18
19.13
19.05
19.01
19.05 19
.01
18.96
18.97
18.93
19.15
19.02
19.01
18.99
19.12
19.1619.1719.19
19.18 19
.17 19.19
19.19
19.19
19.18
19.19
19.18
19.17
19.17
19.17
19.16 19
.08
19.16
19.17
19.15
19.23
19.18
19.16
19.15
19.03
18.89
18.89
18.89
18.9018
.88
18.88
18.88
18.86
18.87
19.20
19.08
18.98
18.96
18.90
18.99
18.84
18.75
18.46
18.53
18.54
18.40
18.5918
.4818.43
18.66
18.61
18.61
18.54
18.62 18
.71
19.05
19.03
19.13
19.06
19.05
19.06
19.08
18.95
19.04
18.88
18.98
19.08
19.13
19.07
19.01
19.09
19.10
19.03
19.00
19.06
19.09
19.13
19.17
19.02
18.97
18.94
19.0919
.09
19.08
19.09 19
.17
19.02
18.68
18.68
18.68 18
.72
19.0618
.98
18.99
18.98
18.99
18.99
18.99
18.99
19.03
19.06 19
.17
19.07
19.06
19.17
19.21
19.26
19.021
9.00
19.10 18
.9818.9819
.11
19.19
19.17
19.11
19.12
19.15
19.10
19.13
19.17
19.11
19.20
19.04
19.04
19.03
19.03
18.78
18.86
18.83
19.07
18.9018
.89
18.8918
.90
18.60
18.63
18.56
18.64
19.18
19.16
19.16
19.15
19.16
18.92
18.91
18.55 18
.61
18.63 18
.76
18.76 18
.8718
.77
18.89 18
.88 18.93 18
.96
18.96
19.06
19.16
19.16
19.14 19
.1619
.1619
.1719
.14
19.11
19.16
19.01
18.96
19.03
19.04
19.14 19
.06
18.89
19.00
19.04
19.02
19.02
19.00
19.09
19.03
19.02
19.0619
.12
19.02
19.02
18.76
18.65
19.06
18.99
19.08
19.09
19.07
19.08
19.00
19.00
19.00
19.00
19.00
19.00
19.0
0
19.0
0
19.00
19.0
0
19.0019.00
19.00
19.00
19.00
19.00
18.7
018
.80
18.8
0
18.90
18.90
18.90 18.90
18.90
18.9
0
19.10
19.10
19.10
19.10
19.10
19.10
19.1
0
19.1019.10
19.10
19.10
19.10
19.1
0
PORTION OF COLORBONDFENCE TO BE REMOVED
WIRE FENCE
18.97
COLORBONDFENCE
APPROX. 18.35 TONEIGHBOURS FOOTING
APPROX. 17.83 TONEIGHBOURS FOOTING
APPROX. 18.36 TONEIGHBOURS FOOTING
EXISTING INSPECTION PIPE TO BE REMOVED
EXISTING OFFICE
NORTH
S UMM
E RS
UN
SU
N
W ITN
E RH
OT
DRYWINDS
PREVAILING
WIND
&R
AIN
ALL CONTRACTORS WORKING ON THIS PROJECT TO CHECK ALL DIMENSIONSAND NOTES PRIOR TO INITIATING ANY WORKS. ALL DISCREPANCIES TO BENOTIFIED TO THE PROJECT MANAGER STRAIGHT AWAY.
NOTES:- DO NOT SCALE FROM THE SITE SURVEY PLAN.- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS).
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 32 #18 Casino Street Welshpool
Client:
Project Title:
Alita Constructions
Site & Landscaping Plan01.05.19
MB
Project Number:
1922Drawing Number:
A2
B
08.05.19
14.07.19
Preliminary Issue for Client Comments
Issued for consultants and building approval
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BEREPRODUCED OR MODIFIED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THECOMMENCEMENT OF ANY WORKS AND ANY DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTYOF QUALITY DESIGN SOLUTIONS PTY LTD. IT MUST NOT BE REPRODUCED, COPIED ORALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS PTY LTD.
1:250, 1:100, 1:30,1:1 (A1)
ISSUED FOR BUILDING APPROVAL
A
C 04.08.19 Loading dock roof and electrical amendments
D xx.xx.xx -
Email: [email protected] Mobile: 0403 165 270
FW
SP
OO
N D
RA
IN
AA
BB
CC
1
1
2
2
3
3
4
4
5043
,401
50
50 33,000 135,112
181 30,000 11,000 3,000 19,287 83,611 21,190
9,475
33,70
622
050
13,035 16,965 3,000 17,991 82,500EXISTING CAR BAYS
1,140 14,600EXISTING CAR BAYS
18,881
HORIZONTAL OR VERTICALBICYCLE RACK LOCATION (4 BIKES)2000 x 2000mm CLEARANCE
2500mm x 4500mm REFUSE BIN AREA TBC
ELECTRICAL DISTRIBUTION AND PCDBOARDS AND SITE TEMPORARY POWER
PLUMBER TO INSTALLTEMPORARY STANDPIPE TAPFOR CONSTRUCTION STAGE
WAREHOUSECANOPY OVER
APPROX. LOCATION OF EXISTING SUB BOARDELECTRICAL AND COMMUNICATIONPRELAYS TO BE CONFIRMED ON SITE
RETAINING WALL TOLOADING DOCK RAMP
NEW 1500 x 1500mm TREE AND TREE-WELLSTO BE INSTALLED. TREE-WELLS TO BEPROTECTED BY 150 HIGH CONCRETE KERNSOR BOLTED DOWN RUBBER WHEEL STOPS
150mm CONCRETE HARDSTAND.REFER TO ENGINEERING FORREINFORCING
SEPTIC SYSTEM PUMP CASTED INTO INHARDSTAND WITH INSPECTION LID,LOCATION TO BE CONFIRMED ON SITE
LINK NEW SOAKWELLS TOEXISTING STORMWATERSYSTEM WITH Ø150 PIPE
RETIC PIPE TO BE INSTALLED TO NEWTREE-WELLS AND CONNECTED TOEXISTING RETICULATION SYSTEM.
DOCK LEVELLER RECESSEDPITS WITH CONDUITS. REFERTO MANUFACTURERSSPECIFICATION AND DETAILS
Stace Rogers
30 North RoadBASSENDEAN WA 6054
Ph : (08) 9379 9481 or 0447 112 481
Assoc Dip Civ Eng (AMEIAust)
ALL CARPARK & DRAINAGE DESIGN WORKCARRIED OUT & CERTIFIED BY:
Email : [email protected]
S RCivil Consulting Pty Ltd
REFER TO CONSULTANTS PLANFOR CALCULATIONS AND DETAILS
BOTTOMOF BANK
EXISTING WAREHOUSE
CONCRETE COMMERCIAL BUILDING
PO
STS
COMMERCIALBUILDING
CONCRETECOMMERCIALBUILDING
BOLLARDS
BOLLARDS
CONCRETE
ED
GE
OF
CO
NC
RE
TE
CO
NC
RE
TEC
RO
SS
OV
ER
ED
GE
OF
EX
ISTI
NG
CO
NC
RE
TE
DOME POWERPOLE
POWERPOLE
METAL FENCE
COLORBONDFENCE
METAL FENCE
STE
EL FE
NC
E R
EN
DE
RE
DW
ALL S
EG
ME
NTS
WV WATER
VALVE
GASVALVE
PIT DEPTH2.2 DIA 1.8
PIT DEPTH2.03 DIA 1.8
PIT DEPTH1.9 DIA 1.8
PIT DEPTH2.1 DIA 1.8
PIT DEPTH1.76 DIA 1.8
PIT DEPTH1.95 DIA 1.8
PIT DEPTH2.14 DIA 1.8
PIT DEPTH2.07 DIA 1.8
PIT DEPTH1.9 DIA 1.8
PIT DEPTH1.82 DIA 1.8
PIT DEPTH1.74 DIA 1.8
PIT DEPTH1.81 DIA 1.8 K
ER
B
KERB
KE
RB
KERBKERB
KE
RB
KE
RB
KE
RB
METALMANHOLE
METALMANHOLE
METALMANHOLES MANHOLES
PIPE
PIPES DESTINATIONNOT KNOWN
DRAINAGE PIT PIPESUNMEASURABLE
INV 18.3DIA0.15
INV
18.25DIA
0.15
INV 18.24DIA
0.15
INV 18.25DIA0.15
INV
18.28DIA
0.15
INV 18.24DIA0.15
INV
18.19DIA
0.15IN
V 18.24D
IA0.15
INV
18.38DIA
0.15
INV 18.28DIA0.15
INV 18.28DIA0.15
INV 18.26DIA0.15
INV 18.28DIA
0.15
INV 18.26DIA
0.15
INV 18.29DIA0.15 INV 18.32DIA
0.15
PIN
V 18.27D
0.15 INV 18.3DIA
0.15
INV 18.26DIA0.15
INV 18.31DIA0.15
INV 18.27DIA
0.15
INV
18.2
8DIA
0.15
INV 18
.27DIA
0.15
INV 18.26DIA0.15
INV 18.33DIA0.15
INV 18.26DIA
0.15 INV
18.3
1DIA
0.15
INV 18
.3DIA
0.15
INV 18.29DIA0.15
INV 18.21DIA0.15
INV 18.27D
IA
0.15 INV 18.24DIA
0.15
INV 18.24DA
0.15
INV 18.29D
IA
0.15
INV 18.27D
IA0.15
INV 18.23DIA
0.15
INV 18.27DIA0.15
INV 18.26DIA0.15
INV
18.31DIA
0.15
INV 18.23DIA
0.15
INV
18.27DIA
0.15IN
V 18.19D
IA0.15
INV 18.13DIA0.15
INV
18.18DIA
0.15
WATER TANKPUMP SHED
WATERTANK
WATER TANK
TELSTRA PIT
CO
NC
RE
TE W
ALL
CONCRETE WALL
BR
ICK
WA
LLC
ON
CR
ETE
WA
LL
CONCRETE WALL
WATERMETER
WV
WV WV
VALVE
89°49'40" 90°1'
50"
89°58'10"90°10'20"
43.
5
168.16
43.5
168.26
7317 m²LOT 32
CA
SIN
O
STR
EE
T
D 69416
LOT 23
D 97259LOT 31
D 19464LOT 10
D 19464LOT 7
D 19464LOT 8
D 19464LOT 9
LARGE METALOVERHANG
LARGE METAL OVERHANG
SECOND STOREY BALCONY
FIREHYDRANTBOOSTER
TWIN HEADFIRE HYDRANT
DATUM_NAILINBITUMENRL 18.75SEPTIC
PUMP
19.08
19.07
FFL 19
.19
FFL 19.1
8
FFL 19.1
9
FFL 19.1
8
FFL 19.2
1
FFL 19.1
9
FFL19.2
1
19.23
18.90
18.92
18.94
19.27
19.1619
.18
19.19
19.30
19.29
19.15
19.02
19.11
19.15
19.22
19.10
19.10 19
.0819
.09
19.09
19.10 19
.00 18.99
18.9919
.0019
.11
19.09
19.17
19.12 19
.1219
.14 19.22
19.14
19.13
19.16
19.12
19.14
19.15
19.06
19.07
19.10
19.06
19.25
19.18
19.15
19.14
19.12 19
.15
18.84
18.82
18.84
19.02
19.05
18.92
19.18
19.09
19.17
19.18 19
.19
19.09
19.03 19
.07 19.0719
.07
19.09
19.00
19.01
18.97
18.97
18.96
18.9718
.93
18.91
18.96
19.11 19
.09
19.0419
.22
19.13 19
.05
19.0219
.02
18.99
18.98
18.93
19.13
19.06
19.12
19.08
19.11
19.08
18.98
18.97
19.15
18.93
18.96
19.02
19.17
19.09
19.0918
.96
19.04
19.07
19.11
19.12
19.03
19.17
19.18
19.06
19.12
19.10
19.14
19.11
19.15
19.08
19.08
19.16
19.11
19.06
19.10 19
.09
19.07
19.09
19.03
19.09 19
.06
19.06
18.89
18.92
18.91
18.88 18
.87
18.95
18.94 18
.95
18.98
18.96
18.94
18.98
19.11
19.06
18.88
18.89
18.95
18.9418
.9718
.9818
.97
18.96
18.98
18.9918
.96
18.9518
.9818
.99
18.9818
.99
18.98
18.90
18.89
18.85
18.85
18.89
18.90
18.77
18.71
18.73 18
.74
19.19
19.07
19.06
19.08
19.16
19.19
19.05
19.02
19.0019
.01
19.08
19.16
19.00
18.98
18.97 18
.9618
.9718.97
19.01
18.99
19.00
18.90 18
.9018
.8818.90
18.8918
.9119.02
19.00
18.98
19.03 19
.0119
.04
19.03
19.05
19.02
19.06
19.02
19.02
19.05
18.94
18.97
18.99
19.04
19.1519
.05
19.04
19.04
19.03 19
.05
18.75
18.71
18.83
18.88
18.92
18.85
18.96
18.97
18.94
18.89
18.98
18.90
18.90
18.94
19.14
19.12
19.11
19.13
19.04
18.93
18.95
18.93
19.00
18.94
19.00
18.99
18.96
19.02
19.04
19.00
18.98
18.94
18.94
19.00
19.00
18.95
18.94
18.94
18.97
18.77
18.90
18.94
18.96
18.9519
.01
19.11
19.21
19.18
19.13
19.05
19.01
19.05 19
.01
18.96
18.97
18.93
19.15
19.02
19.01
18.99
19.12
19.1619.1719.19
19.18 19
.17 19.19
19.19
19.19
19.18
19.19
19.18
19.17
19.17
19.17
19.16 19
.08
19.16
19.17
19.15
19.23
19.18
19.16
19.15
19.03
18.89
18.89
18.89
18.9018
.88
18.88
18.88
18.86
18.87
19.20
19.08
18.98
18.96
18.90
18.99
18.84
18.75
18.46
18.53
18.54
18.40
18.5918
.4818.43
18.66
18.61
18.61
18.54
18.62 18
.71
19.05
19.03
19.13
19.06
19.05
19.06
19.08
18.95
19.04
18.88
18.98
19.08
19.13
19.07
19.01
19.09
19.10
19.03
19.00
19.06
19.09
19.13
19.17
19.02
18.97
18.94
19.0919
.09
19.08
19.09 19
.17
19.02
18.68
18.68
18.68 18
.72
19.0618
.98
18.99
18.98
18.99
18.99
18.99
18.99
19.03
19.06 19
.17
19.07
19.06
19.17
19.21
19.26
19.021
9.00
19.10 18
.9818.9819
.11
19.19
19.17
19.11
19.12
19.15
19.10
19.13
19.17
19.11
19.20
19.04
19.04
19.03
19.03
18.78
18.86
18.83
19.07
18.9018
.89
18.8918
.90
18.60
18.63
18.56
18.64
19.18
19.16
19.16
19.15
19.16
18.92
18.91
18.55 18
.61
18.63 18
.76
18.76 18
.8718
.77
18.89 18
.88 18.93 18
.96
18.96
19.06
19.16
19.16
19.14 19
.1619
.1619
.1719
.14
19.11
19.16
19.01
18.96
19.03
19.04
19.14 19
.06
18.89
19.00
19.04
19.02
19.02
19.00
19.09
19.03
19.02
19.0619
.12
19.02
19.02
18.76
18.65
19.06
18.99
19.08
19.09
19.07
19.08
19.00
19.00
19.00
19.00
19.00
19.00
19.0
0
19.0
0
19.00
19.0
0
19.00
19.00
19.00
19.00
19.00
19.00
18.7
018
.80
18.8
0
18.90
18.90
18.90 18.90
18.90
18.9
0
19.10
19.10
19.10
19.10
19.10
19.10
19.1
0
19.1019.10
19.10
19.10
19.10
19.1
0
WIRE FENCE
PROPOSED WAREHOUSEFFL: 19.19
A: 1,141.29m2
PROPOSED LOADING DOCKA: 160.74m2
TAP
TAP
FHR
FHR
18.97
COLORBONDFENCE
19.17
FE
FE
19.17
19.17
19.17
CONCRETE HARDSTAND.REFER TO ENGINEERING
FOR REINFORCING17.89
17.89
NOTE: ALL INTERCONNECTINGSTORMWATER PIPES TO BE Ø150
UPVC AT 1in100 MIN GRADEUNLESS NOTED OTHERWISE
NOTE: ALL SOAKWELLS TOBE Ø1800 x 1200 DEEP
UNLESS NOTED OTHERWISE
APPROX. 18.35 TONEIGHBOURS FOOTING
APPROX. 17.83 TONEIGHBOURS FOOTING
APPROX. 18.36 TONEIGHBOURS FOOTING
17.88
17.88
EXISTING OFFICE
LID 18.95
18.06 18.26 18.83
1m 9m @ 2% 4m @ 5% 7m @ 8%
18.06 18.26 18.83
19.17
LID 18.95
LID 18.95
LID 18.95
LID 18.95
LID 18.95
19.00
4m @ 4.2%
19.00
19.00
LANDSCAPE LEGENDSYMBOL SPECIES TYPE
TREECALLISTEMON 'KINGS PARK SPECIAL'
QUANTITY
18
BOL
BOL
BOLBOL
BOL
BOL
BOL
BOL
BOL
DP
DP
DP
DP
DP
DP
DP
BOLDP
DP
DP
DP
MIN
650m
m PI
PE C
OVER 150mm THICK CONCRETE
Ø150 STORMWATER PIPE
200mm COMPACTEDSAND BASE
Services LegendSymbol Description
---
ELECTRICAL DISTRIBUTION BOARD
NBN PCD BOX
TEMPORARY POWER 10A DOUBLE WP GPO @ 1200
NORTH
S UMM
E RS
UN
SU
N
W ITN
E RH
OT
DRYWINDS
PREVAILING
WIND
&R
AIN
Site Plan1:250
Stormwater Detail1:100
ALL CONTRACTORS WORKING ON THIS PROJECT TO CHECK ALL DIMENSIONSAND NOTES PRIOR TO INITIATING ANY WORKS. ALL DISCREPANCIES TO BENOTIFIED TO THE PROJECT MANAGER STRAIGHT AWAY.
NOTES:- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL BUILDING WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIRED AUSTRALIA STANDARDS AND THE NCC.- ALL EXISTING STRUCTURES ARE DRAWN APPROX. FOR EXACT DIMENSIONING, SIZE & LOCATION CHECK ON SITE.- ALL DIMENSIONING & LOCATIONS ARE REFERENCED BACK TO EXISTING STRUCTURES. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- ALL DIMENSIONS TO PROPOSED WORK TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS ETC).- NO ALLOWANCE FOR INTERNAL AND EXTERNAL SHEETING. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- CARE SHOULD BE TAKEN TO INCLUDE AN ALLOWANCE IN CALCULATION OF CLEARANCE REQUIRED FOR FIXINGS ETC.
SITE NOTES:- REFER TO A4 ROOF PLAN FOR DOWNPIPE INFORMATION.- EXTEND COMPACTION 1.5m PAST THE BUILDING.- TELSTRA PIT & POWER DOME POSITIONS TO BE CONFIRMED ON SITE. CONDUIT RUNS ARE INDICATIVE ONLY, CONTRACTOR TO CONFIRM ON SITE.- NBN CURRENTLY NOT AVAILABLE (PROPOSED FTTC), DEVELOPMENT MUST COMPLY WITH NBN STANDARDS.- WATER, SEWER AND FIRE SERVICES TO BE CHECKED PRIOR TO CONSTRUCTION BY BUILDER.- POWER AND COMMUNICATION SERVICES LOCATIONS TO BE CONFIRMED ON SITE AND APPLICATIONS BY OWNER AND BUILDER.
ABREVIATIONS:- FE = FIRE EXTINGUISHER.- FHR = FIRE HOSE REEL.- COL = COLUMN.- DP = DOWNPIPE.- PJ = PANEL JOINT.
36m FIRE HOSE REEL
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 32 #18 Casino Street Welshpool
Client:
Project Title:
Alita Constructions
Ground Floor Plan01.05.19
MB
Project Number:
1922Drawing Number:
A3
B
08.05.19
14.07.19
Preliminary Issue for Client Comments
Issued for consultants and building approval
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BEREPRODUCED OR MODIFIED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THECOMMENCEMENT OF ANY WORKS AND ANY DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTYOF QUALITY DESIGN SOLUTIONS PTY LTD. IT MUST NOT BE REPRODUCED, COPIED ORALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS PTY LTD.
1:100, 1:20, 1:50,1:10 (A1)
ISSUED FOR BUILDING APPROVAL
A
C 04.08.19 Loading dock roof and electrical amendments
D xx.xx.xx -
Email: [email protected] Mobile: 0403 165 270
15.28 m2
W01
D08
D07
D09
D06
D03
D02
D04
D05
D01
AA
FW
BB
CC
1
1
2
2
3
3
4
4
SP
OO
N D
RA
IN
AA
B B
220 29,560 220 11,000 3,000
30,000 14,000
13,035 16,965 14,000
220 12,595 220 16,745 220 3,000
220 9,950 2,865 7,367 76 1,270 76 2,780 76 5,100 220 3,000
9,475
33,92
6
43,40
1
220
42,96
122
0
9,475
33,70
622
0
220
9,255
220
33,48
622
0
220
1,524
2,160
1,841
2,160
1,570
220
2,860
7630
,550
220
220
1,404
2,400
1,601
2,400
1,450
820
1,900
2,461
1,020
1,200
5,500
6,700
1,200
5,500
5,435
1,020
950
220
220
204,6
0320
4,603
203,3
8120
3,381
203,3
3020
3,330
203,3
3020
3,330
203,3
3020
3,330
203,3
7920
3,379
1622
0
3,316 20 3,316 20 3,316 20 3,316 20 3,316 20 3,316 20 3,316 20 3,316 20 3,316 20 4,647 20 4,647 20 4,647
2,418
220
500
1,500
323
3,650
150
3,650
4,148
2,110
3,300
2,110
3,300
2,280
3,300
2,110
3,300
2,110
3,780
840
500
220
600 24,325 4,635
600 17,675 11,285
600 1,500 455 3,650 6,390
2,543 20 2,543 20 2,543 20 2,543 20 2,543 20 2,866 20 2,866 20 2,866 20 2,866 20 2,866 20 2,866 20 2,866
220 12,595 220 20 3,325 20 3,325 20 3,325 20 3,325 20 3,325 20 220
3,275
202,8
8620
1,200
5,500
1,200
5,500
1,200
5,500
1,200
203,0
7220
3,072
2122
0
220
204,7
1820
4,717
1,500
1,500
500
250
500
250
E4E3
E2E1
E5
E6
2500mm x 4500mm REFUSE BIN AREA TBC
PRELAYS ONLY FORFUTURE KITCHENETTE
LINE OF TIMBER FRAMECEILING LID ABOVE
9000mm HIGH RACKING TYPICAL
9000mm HIGH RACKING TYPICAL
9000mm HIGH RACKING TYPICAL
76mm STEEL STUD FRAMING WITH 10mmPLASTERBOARD BOTH SIDES TO ALL WALLS OTHERTHAN WET AREAS. WATER RESISTANT PLASTERBOARDTO BE USED IN WET AREAS. WALLS TO UNDERSIDE OFTIMBER FRAMED CEILING LID ABOVE. R1.5 INSULATIONREFER TO ENERGY REPORT FOR DETAILSWALL LINING WITH R2.0 INSULATION.REFER TO ENERGY REPORT FOR DETAILS
DOCK LEVELLER RECESSED PITS ANDCONDUITS. REFER TO MANUFACTURERSSPECIFICATION AND DETAILS
CANOPY OVER
ELECTRICAL DISTRIBUTION AND PCDBOARDS AND SITE TEMPORARY POWER
RETAINING WALL TO LOADING DOCK RAMP
ROLLER SHUTTER/DOOR APRON TOBE POURED WITH MAIN SLAB TYPICAL
ALL EXTERNAL DOWNPIPES TO BE PVC⌀150mm UNO. REFER TO ROOF PLAN ON A4
300mm THICK CONCRETE PANEL
300mm THICK CONCRETE PANEL
300mm THICK CONCRETE PANEL
300mm THICK CONCRETE PANEL
PROPOSED WAREHOUSEFFL: 19.19
A: 1,141.29m2
PROPOSED LOADING DOCKFFL: TBC
A: 160.74m2
TAP
TAP
FHR
FHR
150mm CONCRETE FLOOR.REFER TO ENGINEERS DETAILS
CONCRETE LOADING DOCKHARDSTAND. REFER TO
ENGINEERS DETAILS
1m 9m @ 2% 4m @ 5% 7m @ 8% 4m @ 4.2%
FE
FE
REFER TO A8 FORAMENITIES DETAILS
BOL
BOL
BOL
BOL
BOL
BOL
BOL
BOL
BOL
DP
DP
DP
DP
DP
UNISEXACCESSIBLE
OFFICE
DP
DP
DP
DP
DP
DP
BOL
50
CONCRETE PANEL
STRIP FOOTING
150mm DOWNPIPE
150mm DOWNPIPE
CONCRETE SLAB
DOWNPIPES TOBE GLUED
1000
500 MIN
OBSTRUCTION OR INTERNAL CORNER
TACTILE EXIT SIGN AS PER NCC& AS1428.1 2009
NOTES:- ALL DOOR HANDLES TO BE INSTALLED IN ACCORDANCE WITH SECTION13 OF AS 1428.1 (PART 1) AND BE COMPLIANT WITH D2.21 OF THE NCC- REFER TO SPECIFICATION FOR INFORMATION ON DOOR HARDWARE- ALL SWITCHES & CONTROLS ARE REQUIRED TO BE INSTALLED INACCORDANCE WITH SECTION 14 OF AS 1428.1 (PART 1)
CONCRETE PANEL
10mm GYPROCK LINING
WALL INSULATION
STUD WORK TO BEAT 600mm CENTERS
REFER TO ENERGY REPORTFOR INSULATION RATING
1,000
1,000
FIRE EXTINGUISHER SIGNTO BE INSTALLED HERE
FIRE EXTINGUISHER TOBE INSTALLED HERE
1,400
MIN.
500
300mm x 225mm FIRE HOSE REELSIGN TO BE INSTALLED HERE
36mm FIRE HOSE REEL
NORTH
S UMM
E RS
UN
SU
N
W ITN
E RH
OT
DRYWINDS
PREVAILING
WIND
&R
AIN
Ground Floor Plan1:100
Downpipe Detail1:20
Switch & Handle Detail1:50
Insulation Detail1:10
Fire Extinguisher Sign1:50
Fire Hose Reel Sign1:50
ALL CONTRACTORS WORKING ON THIS PROJECT TO CHECK ALL DIMENSIONSAND NOTES PRIOR TO INITIATING ANY WORKS. ALL DISCREPANCIES TO BENOTIFIED TO THE PROJECT MANAGER STRAIGHT AWAY.
FLOOR PLAN NOTES:- REFER TO A4 FOR ALL ROOF PLAN AND DOWNPIPE INFORMATION.- REFER TO A7 FOR ALL ELECTRICAL AND CEILING WORKS.- REFER TO A8 FOR ALL AMENITIES LAYOUTS, DOOR AND WINDOW SCHEDULE INFORMATION.- ALL EXIT DOORS WITH ILLUMINATED SIGNS TO HAVE BRAILE SIGNAGE. INSTALL BRAILLE/TACTILE SIGNAGE AS PER NCC CLAUSE D3.6 AND IN ACCORDANCE WITH AS1428.1.- VENTILATION, AIR-CONDITIONING AND MECHANICAL SYSTEMS TO BE DESIGNED AND INSTALLED AS PER NCC AND AS1668.2. REFER TO ENERGY REPORT PARTS J5 AND J6.- REFER TO ENERGY REPORT FOR ALL ROOF, CEILING AND WALL INSULATION REQUIREMENTS.
NOTES:- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL BUILDING WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIRED AUSTRALIA STANDARDS AND THE NCC.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS ETC). NOALLOWANCE FOR INTERNAL AND EXTERNAL SHEETING. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- CARE SHOULD BE TAKEN TO INCLUDE AN ALLOWANCE IN CALCULATION OF CLEARANCE REQUIRED FOR FIXINGS ETC.
ABREVIATIONS:- FE = FIRE EXTINGUISHER.- FHR = FIRE HOSE REEL.- COL = COLUMN.- DP = DOWNPIPE.- PJ = PANEL JOINT.
FLOOR PLAN NOTES CONTINUED:- AIR-CONDITIONING SYSTEMS TO BE CONFIRMED AT TENDER STAGE. ALLOWANCE TO BE MADE FOR TUNDISH AND LOCATION TO BE CONFIRMED ON SITE.- FIRE HOSE REEL'S TO COMPLY WITH AS2441 AND FIRE EXTINGUISHER'S TO COMPLY WITH AS2444 AND AS3745.- TIMBER WORKS SHALL COMPLY WITH THE LIGHT TIMBER FRAMING CODE AS1684.- TERMITE MANAGEMENT AS PER NCC CLAUSES B1.4 & F1.9 AND IN ACCORDANCE WITH AS3660 PART 1.- CONCRETE WORKS TO COMPLY WITH AS3600 AND MASONRY WORKS TO COMPLY WITH AS3700.
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 32 #18 Casino Street Welshpool
Client:
Project Title:
Alita Constructions
Roof Plan01.05.19
MB
Project Number:
1922Drawing Number:
A4
B
08.05.19
14.07.19
Preliminary Issue for Client Comments
Issued for consultants and building approval
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BEREPRODUCED OR MODIFIED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THECOMMENCEMENT OF ANY WORKS AND ANY DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTYOF QUALITY DESIGN SOLUTIONS PTY LTD. IT MUST NOT BE REPRODUCED, COPIED ORALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS PTY LTD.
1:100 (A1)
ISSUED FOR BUILDING APPROVAL
A
C 04.08.19 Loading dock roof and electrical amendments
D xx.xx.xx -
Email: [email protected] Mobile: 0403 165 270
⌀150mm PVC DOWNPIPE WITH450mm x 450mm SUMP JET
⌀150mm PVC CANOPY DOWNPIPES WITH450mm x 450mm SUMP JETS BELOW
CANOPY BELOW
SELECTED COLORBOND CAPPING WITHZINCALUME FLASHING FIXED TO CONCRETE PANEL
600mm x 150mm DEEP (MIN. DEPTH) 0.55mm THICKZINCALUME BOX GUTTER ON SPANDEK ON 50mm WIDEGUTTER STRAPS WITH SADDLES AT MAX. 600mm CTRS.FALL GUTTER TO OUTLET AT MIN. 1:200
ROOF LINE TO START WITHIN 150mmOF THE TOP OF CONCRETE PANELCONCRETE TILT PANELS
CONCRETE TILT PANELS
CONCRETE TILT PANELCONCRETE TILT PANELS
SELECTED COLORBOND CAPPING WITHZINCALUME FLASHING FIXED TO CONCRETE PANEL
600mm x 150mm DEEP (MIN. DEPTH) 0.55mm THICKZINCALUME BOX GUTTER BELOW ON SPANDEK ON 50mmWIDE GUTTER STRAPS WITH SADDLES AT MAX. 600mmCTRS. FALL GUTTER TO OUTLET AT MIN. 1:200. ⌀150mmOVERFLOW POP, LOCATION TO BE CONFIRMED ON SITE
200mm x 200mm DEEP (MIN. DEPTH) COLORBONDEAVES GUTTER TO MAIN ROOF. FALL GUTTER TOOUTLET AT MIN. 1:200. ALLOW FOR OVERFLOW POPS
⌀150mm PVC LOADING DOCK DOWNPIPE TO BOXED GUTTER.DOWNPIPE WITH BEND AROUND ROOF TIE BEAM
PITCH 3° PITCH 3°
PITCH 3°
PITCH 3°
PITCH 3°
LOWER 600mm x 150mm DEEP (MIN. DEPTH)COLORBOND BOXED GUTTER. FALL GUTTER TOOUTLET AT MIN. 1:200. ALLOW FOR OVERFLOW POPS
TYPICAL SKYLIGHT - FGW TOPGLASS GC TRANSLUCENTSHEETING. SAFETY WIRE 300mm x 150mm x 2.0mm TOTHE UNDERSIDE AS PER AS 1562.3:1996 CLAUSE 2.4.3.SKYLIGHT LOCATIONS TO SUIT RACKING LAYOUTS
ROOF SHEETING TO BE TRIMDECK OR SIMILARWITH 55mm ANTICON SUPPORTED WITH 300mm x150mm x 2.0mm SAFETY WIRE AT 3° PITCH UNO.
CANOPY ROOF SHEETING TO BE TRIMDECKOR SIMILAR WITH 300mm x 150mm x 2.0mmSAFETY WIRE AT 3° PITCH UNO.
LOWER ROOF SHEETING TO BE TRIMDECK OR SIMILARWITH 55mm ANTICON SUPPORTED WITH 300mm x 150mmx 2.0mm SAFETY WIRE AT 3° PITCH UNO.
ROOF SHEETING TO RUN OVER TOPOF WALL GIRTS AND CLADDING
CONCRETE TILT PANEL WALL BELOW, ROOFSHEETING TO RUN OVER TOP OF PANEL
ROOF SHEETING TO RUN OVER CONCRETE PANEL
CONCRETE TILT PANEL WALL BELOW, ROOFSHEETING TO RUN OVER TOP OF PANEL
ROOF SHEETING TO RUN OVER TOPOF WALL GIRTS AND CLADDING
3x 150mm x 150mm COLORBOND DOWNPIPES TO MAIN ROOFEAVES GUTTER. DOWNPIPES TO RUN ONTO CANOPY ROOF BELOW
CONCRETE TILT PANEL WALL BELOW, ROOFSHEETING TO RUN OVER TOP OF PANEL
⌀150mm PVC DOWNPIPE WITH450mm x 450mm SUMP JET
DP
TRANSLUCENT SHEETING
ROOF TRUSS REFER TO ENGINEERS DETAILS
EXPOSED CANOPY RAFTER REFER TO ENGINEERS DETAILS
TRANSLUCENT SHEETING
TRANSLUCENT SHEETING
TRANSLUCENT SHEETING
TRANSLUCENT SHEETING
TRANSLUCENT SHEETING
EXPOSED CANOPY RAFTER REFER TO ENGINEERS DETAILS
EXPOSED CANOPY RAFTER REFER TO ENGINEERS DETAILS
EXPOSED CANOPY RAFTER REFER TO ENGINEERS DETAILS
EXPOSED CANOPY RAFTER REFER TO ENGINEERS DETAILS
TRANSLUCENT SHEETING TRANSLUCENT SHEETING
TRANSLUCENT SHEETING
TRANSLUCENT SHEETING
TRANSLUCENT SHEETING
TRANSLUCENT SHEETING
TRANSLUCENT SHEETING
ROOF TRUSS REFER TO ENGINEERS DETAILS
ROOF TRUSS REFER TO ENGINEERS DETAILS ROOF TRUSS REFER TO ENGINEERS DETAILS
ROOF TRUSS REFER TO ENGINEERS DETAILS ROOF TRUSS REFER TO ENGINEERS DETAILS
ROOF TRUSS REFER TO ENGINEERS DETAILS ROOF TRUSS REFER TO ENGINEERS DETAILS
RAFTER REFER TO ENGINEERS DETAILS
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
NORTH
S UMM
E RS
UN
SU
N
W ITN
E RH
OT
DRYWINDS
PREVAILING
WIND
&R
AIN
Roof Plan1:100
ALL CONTRACTORS WORKING ON THIS PROJECT TO CHECK ALL DIMENSIONSAND NOTES PRIOR TO INITIATING ANY WORKS. ALL DISCREPANCIES TO BENOTIFIED TO THE PROJECT MANAGER STRAIGHT AWAY.NOTE:
OVERFLOW POPS WHERE NOTED AND LOCATE ALLOVERFLOW POPS SO AS TO ENSURE POPS ARE 25mmBELOW TOP OF GUTTER AT IT'S LOWEST POINT.
ROOF PLAN NOTES:- VENTILATION, AIR-CONDITIONING AND MECHANICAL SYSTEMS TO BE DESIGNED AND INSTALLED AS PER NCC AND AS1668.2. REFER TO ENERGY REPORT PARTS J5 AND J6.- REFER TO ENERGY REPORT FOR ALL ROOF, CEILING AND WALL INSULATION REQUIREMENTS.- AIR-CONDITIONING SYSTEMS TO BE CONFIRMED AT TENDER STAGE. ALLOWANCE TO BE MADE FOR TUNDISH AND LOCATION TO BE CONFIRMED ON SITE.- ROOF SAFETY AND ACCESS AS PER SAFETY SPECIALIST DESIGN, REFER TO SPECIFICATION. ANCHORS TO COMPLY WITH AS1891 AND AS5532.- TIMBER WORKS SHALL COMPLY WITH THE LIGHT TIMBER FRAMING CODE AS1684.- TERMITE MANAGEMENT AS PER NCC CLAUSES B1.4 & F1.9 AND IN ACCORDANCE WITH AS3660 PART 1.- CONCRETE WORKS TO COMPLY WITH AS3600 AND MASONRY WORKS TO COMPLY WITH AS3700.- ALL SHEET ROOF AND WALL CLADDING WORKS SHALL BE IN ACCORDANCE WITH AS1562.
NOTES:- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL BUILDING WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIRED AUSTRALIA STANDARDS AND THE NCC.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS ETC). NOALLOWANCE FOR INTERNAL AND EXTERNAL SHEETING. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- CARE SHOULD BE TAKEN TO INCLUDE AN ALLOWANCE IN CALCULATION OF CLEARANCE REQUIRED FOR FIXINGS ETC.
ABREVIATIONS:- FE = FIRE EXTINGUISHER.- FHR = FIRE HOSE REEL.- COL = COLUMN.- DP = DOWNPIPE.- PJ = PANEL JOINT.
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 32 #18 Casino Street Welshpool
Client:
Project Title:
Alita Constructions
Elevations01.05.19
MB
Project Number:
1922Drawing Number:
A5
B
08.05.19
14.07.19
Preliminary Issue for Client Comments
Issued for consultants and building approval
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BEREPRODUCED OR MODIFIED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THECOMMENCEMENT OF ANY WORKS AND ANY DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTYOF QUALITY DESIGN SOLUTIONS PTY LTD. IT MUST NOT BE REPRODUCED, COPIED ORALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS PTY LTD.
1:100, 1:20 (A1)
ISSUED FOR BUILDING APPROVAL
A
C 04.08.19 Loading dock roof and electrical amendments
D xx.xx.xx -
Email: [email protected] Mobile: 0403 165 270
C10
C10
C10
C10
C10
C10
C10
C10
C10
C10
C10
C10
C9
11,59
378
7
TBC
12,38
0
ROOF LINE TO START WITHIN150mm OF THE TOP OF PANEL
REFER TO ENGINEERINGFOR FOOTING SET-DOWNS
220mm THICK CONCRETE TILTPANELS TO BOUNDARY
SELECTED COLORBOND CAPPING WITHZINCALUME FLASHING FIXED TOCONCRETE PANEL AND STEEL FRAMES
FFL 19.19
TOW 31.570
PJ
TOW 30.783
PJPJPJPJPJPJPJPJPJPJPJPJ
ROOF SHEETING TO BE TRIMDECK OR SIMILARWITH 55mm ANTICON SUPPORTED WITH 300mm x150mm x 2.0mm SAFETY WIRE AT 3° PITCH UNO.
TYPICAL SKYLIGHT - FGW TOPGLASS GC TRANSLUCENT SHEETING. SAFETYWIRE 300mm x 150mm x 2.0mm TO THE UNDERSIDE AS PER AS 1562.3:1996CLAUSE 2.4.3. SKYLIGHT LOCATIONS TO SUIT RACKING LAYOUTS
C10
C10
C10
C10
C10
C10
C10
C10
C10
C10
C10
C10
TBC
12,38
0
11,43
794
3
TBC
11,59
378
7
ROOF LINE TO START WITHIN 2540mmOF THE TOP OF LOADING DOCK PANEL
REFER TO ENGINEERINGFOR FOOTING SET-DOWNS
220mm THICK CONCRETE TILTPANELS TO BOUNDARY
SELECTED COLORBOND CAPPING WITHZINCALUME FLASHING FIXED TOCONCRETE PANEL AND STEEL FRAMES
LINE OF WALL BEHINDLINE OF WALL BEHIND
ROOF SHEETING TO RUNOVER TOP OF PANEL
FFL 19.19
TOW 31.570
TOW 30.627
PJPJPJPJPJPJPJPJPJPJPJ
ROOF SHEETING TO BE TRIMDECK OR SIMILARWITH 55mm ANTICON SUPPORTED WITH 300mm x150mm x 2.0mm SAFETY WIRE AT 3° PITCH UNO.
FIRE WALL
D01
D02
D03
D04
D05D
08D09
W01
W02
C2
C1
C3
C5
C1
C1
C1
C4
C4
C4
C4
C9
C5
C6
C6
C6
C6
C6
C2
C1
C3
C2
C1
C3
11,39
398
7
12,38
0
2,500
405,9
6040
2,000
4081
3
2,870
7,393
4,000
987
6,000
5,393
ROOF LINE TO START WITHIN150mm OF THE TOP OF PANEL
REFER TO ENGINEERINGFOR FOOTING SET-DOWNS
SELECTED COLORBOND CAPPING WITHZINCALUME FLASHING FIXED TOCONCRETE PANEL AND STEEL FRAMES
300mm THICKCONCRETE TILT PANEL
300mm THICKCONCRETE TILT PANEL
STEEL CANOPY REFER TO ENGINEERS DETAILS
EXPOSED CANOPY RAFTERREFER TO ENGINEERS DETAILS
40 x 10mm DEEP RECESS200mm x 200mm DEEP (MIN. DEPTH) COLORBOND EAVES GUTTER WITH 150mm x150mm COLORBOND DOWNPIPES. DOWNPIPES TO RUN ONTO CANOPY ROOF BELOW
PJ FFL 19.19
TOW 31.570
PJPJ PJ PJ PJ
TAPBOL
DP
BOLBOLBOLBOLBOLBOL
TOW 30.583
DPDPDP
BOLTAP
DP
DPBOL
DPDP
TOP OF CEILING LID
AUTOMATIC ROLLER SHUTTER
220mmCONCRETE
PANEL
AUTOMATIC ROLLER SHUTTERAUTOMATIC ROLLER SHUTTERAUTOMATIC DOCKLEVELLER ROLLER
SHUTTER
AUTOMATIC DOCKLEVELLER ROLLER
SHUTTER
220mmCONCRETE
PANEL
220mmCONCRETE
PANEL
220mmCONCRETE
PANEL
220mmCONCRETE
PANEL
220mmCONCRETE
PANEL
ROOF SHEETING TO BE TRIMDECK OR SIMILARWITH 55mm ANTICON SUPPORTED WITH 300mm x150mm x 2.0mm SAFETY WIRE AT 3° PITCH UNO.
TYPICAL SKYLIGHT - FGW TOPGLASS GC TRANSLUCENT SHEETING. SAFETYWIRE 300mm x 150mm x 2.0mm TO THE UNDERSIDE AS PER AS 1562.3:1996CLAUSE 2.4.3. SKYLIGHT LOCATIONS TO SUIT RACKING LAYOUTS
METAL CLADDING FIXED TO GIRTS
BOL
40
10
CONCRETETILT PANEL
D08
D09
C6
C6
C2
C1
C3
13,68
0
1,300
12,38
0
1,300
2,500
405,9
6040
2,000
401,4
88
REFER TO ENGINEERINGFOR FOOTING SET-DOWNS
SELECTED COLORBOND CAPPING WITHZINCALUME FLASHING FIXED TOCONCRETE PANEL AND STEEL FRAMES
40 x 10mmDEEP RECESS
DOCK LEVELLER RECESSED PITS. REFER TOMANUFACTURERS SPECIFICATION AND DETAILS
FFL 19.19
TOW 31.570
PJ
AUTOMATIC DOCKLEVELLER ROLLER
SHUTTER
AUTOMATIC DOCKLEVELLER ROLLER
SHUTTER
220mmCONCRETE
PANEL
220mmCONCRETE
PANEL
PJ
LOWER ROOF SHEETING TO BE TRIMDECK OR SIMILARWITH 55mm ANTICON SUPPORTED WITH 300mm x150mm x 2.0mm SAFETY WIRE AT 3° PITCH UNO.
C2
C1
C3
11,43
794
3
12,38
0
2,500
405,9
6040
2,000
4085
7
1,300
12,38
0
ROOF LINE TO START WITHIN 2540mmOF THE TOP OF LOADING DOCK PANEL
REFER TO ENGINEERINGFOR FOOTING SET-DOWNS
CONCRETE SLAB TO LOADING DOCKRAMP. REFER TO ENGINEERS DETAILS
40 x 10mmDEEP RECESS
600mm x 150mm DEEP (MIN. DEPTH)COLORBOND BOXED GUTTER WITH⌀150mm PVC DOWNPIPE
METAL CLADDINGFIXED TO GIRTS
FFL 19.19
TOW 31.570
TOW 30.627
PJPJ PJ PJ PJ PJ
DPBOL
220mmCONCRETE
PANELS
PJ
LOWER ROOF SHEETING TO BE TRIMDECKOR SIMILAR WITH 55mm ANTICONSUPPORTED WITH 300mm x 150mm x 2.0mmSAFETY WIRE AT 3° PITCH UNO.
ROOF SHEETING TO RUN OVER TOP OF PANEL
Elevation 31:100
Elevation 21:100
Elevation 11:100
Recess Detail1:20
Elevation 51:100
Elevation 61:100
ALL CONTRACTORS WORKING ON THIS PROJECT TOCHECK ALL DIMENSIONS AND NOTES PRIOR TOINITIATING ANY WORKS. ALL DISCREPANCIES TO BENOTIFIED TO THE PROJECT MANAGER STRAIGHT AWAY.
ELEVATION NOTES:- REFER TO ROOF PLAN FOR ALL ROOF INFORMATION ON A4.- REFER TO DOOR AND WINDOW SCHEDULE FOR INFORMATION ON A8.- ALL TOPS OF PANELS TO HAVE SELECTED COLORBOND CAPPING.- ROOF LINE TO START WITHIN 150mm BELOW THE TOP OF PANEL UNO.- ROOF SHEETING TO BE TRIMDEK OR SIMILAR WITH 55mm ANTICON SUPPORTED WITH 300mm x 150mm x 2.0mm SAFETY WIRE AT 3° PITCH UNO.- REFER TO ENERGY REPORT FOR DETAILS ON GLASS RATINGS.
NOTES:- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL BUILDING WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIRED AUSTRALIA STANDARDS AND THE NCC.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS ETC).NO ALLOWANCE FOR INTERNAL AND EXTERNAL SHEETING. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- CARE SHOULD BE TAKEN TO INCLUDE AN ALLOWANCE IN CALCULATION OF CLEARANCE REQUIRED FOR FIXINGS ETC.
ABREVIATIONS:- FE = FIRE EXTINGUISHER.- FHR = FIRE HOSE REEL.- COL = COLUMN.- DP = DOWNPIPE.- PJ = PANEL JOINT.
MATERIALS - COLOURS TO BE CONFIRMED:C/1 - FEATURE CONCRETE WALLS - PAINT FINISH LOW SHEEN - 'PMS 433c'C/2 - RECESS LINES - PAINT FINISH LOW SHEEN - 'AS2700 COLOUR X15 ORANGE'C/3 - MAIN CONCRETE WALLS - PAINT FINISH LOW SHEEN - DULUX 'KNIGHTS OF THE REALM'C/4 - METAL CLADDING - COLORBOND CUSTOM-ORB - 'SHALE GREY - TBC'C/5 - EXPOSED STEEL - PAINT /POWDERCOAT - 'WINDSPRAY - TBC'C/6 - ROLLER DOORS / PA DOORS - PAINT /POWDERCOAT - 'WINDSPRAY - TBC'C/7 - ALUM. WINDOWS / DOOR FRAMES - POWDERCOAT - 'SHALE GREY - TBC'C/8 - DOWNPIPES / GUTTERS - PAINT /POWDERCOAT - 'WINDSPRAY - TBC'C/9 - ROOF SHEETING - ZINCALUMEC/10 - BOUNDARY CONCRETE PANELS - NATURAL FINISH
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 32 #18 Casino Street Welshpool
Client:
Project Title:
Alita Constructions
Elevation & Sections01.05.19
MB
Project Number:
1922Drawing Number:
A6
B
08.05.19
14.07.19
Preliminary Issue for Client Comments
Issued for consultants and building approval
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BEREPRODUCED OR MODIFIED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THECOMMENCEMENT OF ANY WORKS AND ANY DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTYOF QUALITY DESIGN SOLUTIONS PTY LTD. IT MUST NOT BE REPRODUCED, COPIED ORALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS PTY LTD.
1:100 (A1)
ISSUED FOR BUILDING APPROVAL
A
C 04.08.19 Loading dock roof and electrical amendments
D xx.xx.xx -
Email: [email protected] Mobile: 0403 165 270
C2
C1
C3
9,000
1,836
790
510
11,59
378
7
1,300
12,38
0
TBC
10,83
675
7
2,870
2,500
405,9
6040
2,000
4081
3
7,054
545
3,794
11,39
398
7
ROOF LINE TO START WITHIN 2540mmOF THE TOP OF LOADING DOCK PANEL
REFER TO ENGINEERINGFOR FOOTING STEP DOWNS
CONCRETE SLAB TO LOADING DOCKRAMP. REFER TO ENGINEERS DETAILS
40 x 10mm DEEP RECESS
METAL CLADDING FIXED TO GIRTS
200mm x 200mm DEEP (MIN. DEPTH) COLORBOND EAVESGUTTER WITH 150mm x 150mm COLORBOND DOWNPIPES.DOWNPIPES TO RUN ONTO CANOPY ROOF BELOW
SELECTED COLORBOND CAPPING WITHZINCALUME FLASHING FIXED TOCONCRETE PANEL AND STEEL FRAMES
EXPOSED CANOPY RAFTERREFER TO ENGINEERS DETAILS
600mm x 150mm DEEP (MIN. DEPTH) 0.55mmTHICK ZINCALUME CANOPY BOX GUTTER
RAFTER REFER TOENGINEERS DETAILS
600mm x 150mm DEEP (MIN. DEPTH) 0.55mm THICK ZINCALUME BOXGUTTER ON SPANDEK ON 50mm WIDE GUTTER STRAPS WITH SADDLESAT MAX. 600mm CTRS. FALL GUTTER TO OUTLET AT MIN. 1:200
DOCK LEVELLER RECESSED PIT.REFER TO MANUFACTURERSSPECIFICATION AND DETAILS
600mm x 150mm DEEP (MIN. DEPTH)COLORBOND BOXED GUTTER WITH⌀150mm PVC DOWNPIPE
FFL 19.19PJPJPJPJPJPJTAP
BOL
220mm CONCRETE PANELS
TOP OF CEILING LID
FFL 19.19
DP
DP
TOW 31.570
TOW 31.570
FE
TOW 30.583
ROOF SHEETING TO RUN OVER TOP OF PANELLOWER ROOF SHEETING TO BE TRIMDECKOR SIMILAR WITH 55mm ANTICONSUPPORTED WITH 300mm x 150mm x2.0mm SAFETY WIRE AT 3° PITCH UNO.
150mm CONCRETE SLAB. REFERTO ENGINEERING DETAILS
9000mm HIGH RACKING
ROOF SHEETING TO RUN OVER TOP OF PANEL
CANOPY ROOF SHEETING TO BE TRIMDECKOR SIMILAR WITH 300mm x 150mm x 2.0mmSAFETY WIRE AT 3° PITCH UNO.
CONCRETE RETAINING TO LOADING DOCKRAMP. REFER TO ENGINEERING DETAILS
C2
C1
C3
9,000
1,693
11,59
378
7
TBC
12,38
0
2,500
405,8
54
8,393
10,69
390
0
REFER TO ENGINEERINGFOR FOOTING STEP DOWNS
ROOF LINE TO START WITHIN150mm OF THE TOP OF PANEL
40 x 10mmDEEP RECESS
200mm x 200mm DEEP (MIN. DEPTH) COLORBOND EAVESGUTTER WITH 150mm x 150mm COLORBOND DOWNPIPES.DOWNPIPES TO RUN ONTO CANOPY ROOF BELOW
SELECTED COLORBOND CAPPING WITHZINCALUME FLASHING FIXED TOCONCRETE PANEL AND STEEL FRAMES
EXPOSED CANOPY RAFTERREFER TO ENGINEERS DETAILS
600mm x 150mm DEEP (MIN. DEPTH) 0.55mmTHICK ZINCALUME CANOPY BOX GUTTER
ROOF TRUSS REFER TOENGINEERS DETAILS
600mm x 150mm DEEP (MIN. DEPTH) 0.55mm THICK ZINCALUME BOXGUTTER ON SPANDEK ON 50mm WIDE GUTTER STRAPS WITH SADDLESAT MAX. 600mm CTRS. FALL GUTTER TO OUTLET AT MIN. 1:200
FFL 19.19 PJ
DP
DP
TOW 31.570
TOW 31.570
PJ
220mm THICK CONCRETETILT PANELS TO BOUNDARY
PJPJPJPJPJPJPJPJ
FHRBOL BOL
DP
UT 29.883
COMPACTED FILL150mm CONCRETE SLAB. REFERTO ENGINEERING DETAILS 0.2 WATERPROOF MEMBRANE 9000mm HIGH RACKING
ROOF SHEETING TO RUNOVER TOP OF PANEL
ROOF SHEETING TO BE TRIMDECK ORSIMILAR WITH 55mm ANTICONSUPPORTED WITH 300mm x 150mm x2.0mm SAFETY WIRE AT 3° PITCH UNO.
CANOPY ROOF SHEETING TO BE TRIMDECK OR SIMILAR WITH300mm x 150mm x 2.0mm SAFETY WIRE AT 3° PITCH UNO.
150mm CONCRETE HARDSTAND.REFER TO ENGINEERING DETAILS
FIRE WALL FIRE WALLFIRE WALL
C10
C10
C10
C10
C10
C10
C10
C10
C10
C10
C10
C10
11,59
478
6
8,393
3,201
TBC
11,59
378
7
12,38
0
ROOF LINE TO START WITHIN150mm OF THE TOP OF PANEL
REFER TO ENGINEERINGFOR FOOTING SET-DOWNS
220mm THICK CONCRETE TILTPANELS TO BOUNDARY
SELECTED COLORBOND CAPPING WITHZINCALUME FLASHING FIXED TOCONCRETE PANEL AND STEEL FRAMES
LINE OF WALL BEHIND LINE OF WALL BEHIND
200mm x 200mm DEEP (MIN. DEPTH) COLORBOND EAVESGUTTER WITH 150mm x 150mm COLORBOND DOWNPIPE.DOWNPIPE TO RUN ONTO CANOPY ROOF BELOW
FFL 19.19
TOW 31.570
PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ PJ
TOW 31.570
TOW 31.570
DP
ROOF SHEETING TO BE TRIMDECK OR SIMILARWITH 55mm ANTICON SUPPORTED WITH 300mm x150mm x 2.0mm SAFETY WIRE AT 3° PITCH UNO.
CANOPY ROOF BRACE BEHIND
CANOPY ROOF SHEETING TO BE TRIMDECKOR SIMILAR WITH 300mm x 150mm x 2.0mmSAFETY WIRE AT 3° PITCH UNO.
FIRE WALL FIRE WALL FIRE WALL
Section B1:100
Section A1:100
Elevation 41:100
ALL CONTRACTORS WORKING ON THIS PROJECT TO CHECK ALL DIMENSIONSAND NOTES PRIOR TO INITIATING ANY WORKS. ALL DISCREPANCIES TO BENOTIFIED TO THE PROJECT MANAGER STRAIGHT AWAY.
SECTION NOTES:- REFER TO ROOF PLAN FOR ALL ROOF AND DOWNPIPE INFORMATION ON A4.- REFER TO ELECTRICAL AND CEILING PLAN FOR INFORMATION ON A7.- REFER TO DOOR AND WINDOW SCHEDULE FOR INFORMATION ON A8.- ALL EXIT DOORS WITH ILLUMINATED SIGNS TO HAVE BRAILE SIGNAGE. INSTALL BRAILLE/TACTILE SIGNAGE ASPER NCC CLAUSE D3.6 AND IN ACCORDANCE WITH AS1428.1.- VENTILATION, AIR-CONDITIONING AND MECHANICAL SYSTEMS TO BE DESIGNED AND INSTALLED AS PER NCCAND AS1668.2. REFER TO ENERGY REPORT PARTS J5 AND J6.- REFER TO ENERGY REPORT FOR ALL ROOF, CEILING AND WALL INSULATION REQUIREMENTS.- AIR-CONDITIONING SYSTEMS TO BE CONFIRMED AT TENDER STAGE. ALLOWANCE TO BE MADE FOR TUNDISHAND LOCATION TO BE CONFIRMED ON SITE.- FIRE HOSE REEL'S TO COMPLY WITH AS2441 AND FIRE EXTINGUISHER'S TO COMPLY WITH AS2444 AND AS3745.- TIMBER WORKS SHALL COMPLY WITH THE LIGHT TIMBER FRAMING CODE AS1684.- TERMITE MANAGEMENT AS PER NCC CLAUSES B1.4 & F1.9 AND IN ACCORDANCE WITH AS3660 PART 1.- CONCRETE WORKS TO COMPLY WITH AS3600 AND MASONRY WORKS TO COMPLY WITH AS3700.
MATERIALS - COLOURS TO BE CONFIRMED:C/1 - FEATURE CONCRETE WALLS - PAINT FINISH LOW SHEEN - 'PMS 433c'C/2 - RECESS LINES - PAINT FINISH LOW SHEEN - 'AS2700 COLOUR X15 ORANGE'C/3 - MAIN CONCRETE WALLS - PAINT FINISH LOW SHEEN - DULUX 'KNIGHTS OF THE REALM'C/4 - METAL CLADDING - COLORBOND CUSTOM-ORB - 'SHALE GREY - TBC'C/5 - EXPOSED STEEL - PAINT /POWDERCOAT - 'WINDSPRAY - TBC'C/6 - ROLLER DOORS / PA DOORS - PAINT /POWDERCOAT - 'WINDSPRAY - TBC'C/7 - ALUM. WINDOWS / DOOR FRAMES - POWDERCOAT - 'SHALE GREY - TBC'C/8 - DOWNPIPES / GUTTERS - PAINT /POWDERCOAT - 'WINDSPRAY - TBC'C/9 - ROOF SHEETING - ZINCALUMEC/10 - BOUNDARY CONCRETE PANELS - NATURAL FINISH
NOTES:- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL BUILDING WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIRED AUSTRALIA STANDARDS AND THE NCC.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS ETC).NO ALLOWANCE FOR INTERNAL AND EXTERNAL SHEETING. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- CARE SHOULD BE TAKEN TO INCLUDE AN ALLOWANCE IN CALCULATION OF CLEARANCE REQUIRED FOR FIXINGS ETC.
ABREVIATIONS:- FE = FIRE EXTINGUISHER.- FHR = FIRE HOSE REEL.- COL = COLUMN.- DP = DOWNPIPE.- PJ = PANEL JOINT.
ELEVATION NOTES:- REFER TO ROOF PLAN FOR ALL ROOF INFORMATION ON A4.- REFER TO DOOR AND WINDOW SCHEDULE FOR INFORMATION ON A8.- ALL TOPS OF PANELS TO HAVE SELECTED COLORBOND CAPPING.- ROOF LINE TO START WITHIN 150mm BELOW THE TOP OF PANEL UNO.- ROOF SHEETING TO BE TRIMDEK OR SIMILAR WITH 55mm ANTICONSUPPORTED WITH 300mm x 150mm x 2.0mm SAFETY WIRE AT 3° PITCH UNO.- REFER TO ENERGY REPORT FOR DETAILS ON GLASS RATINGS.
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 32 #18 Casino Street Welshpool
Client:
Project Title:
Alita Constructions
Electrical & Ceiling Plans01.05.19
MB
Project Number:
1922Drawing Number:
A7
B
08.05.19
14.07.19
Preliminary Issue for Client Comments
Issued for consultants and building approval
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BEREPRODUCED OR MODIFIED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THECOMMENCEMENT OF ANY WORKS AND ANY DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTYOF QUALITY DESIGN SOLUTIONS PTY LTD. IT MUST NOT BE REPRODUCED, COPIED ORALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS PTY LTD.
1:100, 1:0.67 (A1)
ISSUED FOR BUILDING APPROVAL
A
C 04.08.19 Loading dock roof and electrical amendments
D xx.xx.xx -
Email: [email protected] Mobile: 0403 165 270
FW
SP
OO
N D
RA
IN
HWU 20A
1500 1200
6200
6200
6200
3200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
1200
3200
2500mm x 4500mm REFUSE BIN AREA TBC
PRELAYS ONLY FORFUTURE KITCHENETTE
LINE OF TIMBER FRAME CEILING LID ABOVE
ELECTRICAL DISTRIBUTION AND PCDBOARDS AND SITE TEMPORARY POWER
2500mm HIGH FLUSH CEILING TO OFFICE WITH R2.1INSULATION. REFER TO ENERGY REPORT FOR DETAILS
2500mm HIGH FLUSHCEILING TO TOILET
ELECTRICAL AND COMMUNICATIONPRELAYS TO BE CONFIRMED ON SITE
150 PVC FLUME TOEXTERNAL AIR BYROOFER
SEPTIC SYSTEM PUMP CASTED INTO IN HARDSTAND WITHINSPECTION LID AND POWER, LOCATION TO BE CONFIRMED ON SITE
REFER TO DOCK LEVELLER MANUFACTURERSSPECIFICATIONS AND DETAILS FORCONDUITS, POWER AND ISOLATORS
FE
PROPOSED WAREHOUSEFFL: 19.19
A: 1,141.29m2
PROPOSED LOADING DOCKA: 160.74m2
TAP
TAP
FHR
FHR
NOTE:ALL PLACEMENTS OF FITTINGS SHOWNINDICATIVE, LOCATIONS TO BE CONFIRMEDON SITE PRIOR TO INSTALLATION
FE
24m
JUMBO 40m
JUMBO 40m
JUMBO 40m
JUMBO 40m
JUMBO 40m
SPLIT SYSTEM TO BE CONFIRMED AT TENDERSTAGE. TUNDISH THROUGH EXTERNAL WALL
BOL
BOL
BOL
BOL
BOL
BOL
BOL
BOL
BOL
BOL
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
ELECTRICAL LEGENDDescription
10A DOUBLE GPO @ 1200
10A DOUBLE GPO @ 1500
10A DOUBLE GPO @ 300
10A DOUBLE WP GPO @ 1200
10A SINGLE WP GPO FOR SEPTIC SYSTEM PUMP @ LOCATION TBC
13W LED DOWNLIGHT
13W LED WALL LIGHT - THORN LARA
150W LED HIGHBAY
2.5kW SPLIT SYSTEM
200W LED HIGHBAY
20A SINGLE PHASE AIR-CON ISOLATOR - HEIGHT & LOCATION TBC
3 PHASE 20A HWU
3PHASE DOCK LEVELLER GPO @ LOCATION TBC
3PHASE DOCK LEVELLER ISOLATOR SWITCH @ LOCATION TBC
3PHASE FORKLIFT CHARGING POINT WITH ISOLATOR @ 1200
3PHASE SINGLE ROLLER SHUTTER GPO @ 3200
3PHASE SINGLE ROLLER SHUTTER GPO @ 6200
DOCK LEVELLER CONTROL SWITCH
DOUBLE DATA / SINGLE PHONE @ 300
ELECTRICAL DISTRIBUTION BOARD
EXHUAST FAN W/10A CONNECTION
LIGHT SWITCH
LOADING BAY DOOR BELL
MOTION SENSOR
NBN PCD BOX
RECESSED MOUNTED EMERGENCY LIGHT - CLIFE
SECURITY CAMERA
SURFACE MOUNTED LED BATTEN
SURFACE MOUNTED EMERGENCY LIGHT - CLEVERTRONICS CLIFE-PRO-SMS
TEMPORARY POWER 10A DOUBLE WP GPO @ 1200
Symbol Qty11
1
2
1
1
5
3
5
1
21
1
1
2
2
2
2
3
2
2
1
1
4
1
1
1
2
14
3
6
1
NORTH
S UMM
E RS
UN
SU
N
W ITN
E RH
OT
DRYWINDS
PREVAILING
WIND
&R
AIN
Electrical & Ceiling Plan1:100
ELECTRICAL & CEILING NOTES:- TELSTRA PIT & POWER DOME POSITIONS TO BE CONFIRMED ON SITE. CONDUIT RUNS ARE INDICATIVE ONLY, CONTRACTOR TO CONFIRM ON SITE.- NBN CURRENTLY NOT AVAILABLE (PROPOSED FTTC), DEVELOPMENT MUST COMPLY WITH NBN STANDARDS.- POWER AND COMMUNICATION SERVICES LOCATIONS TO BE CONFIRMED ON SITE AND APPLICATIONS BY OWNER AND BUILDER.- ELECTRICAL AND AIR CONDITIONING CONTRACTORS TO PLACES SERVICES IN CEILINGS AND CAVITIES AND NOT SURFACE MOUNTED DUCTING.- ALL HOT WATER SUPPLY SYSTEMS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH SECTION 8 OF AS3500.4.- MECHANICAL VENTILATION AND AIR-CONDITIONING SYSTEM INSTALLED TO PROVIDE VENTILATION IN ACCORDANCE WITH NCC VOLUME 1 ARE TO BE COMPLIANT WITH AS1668.2 & AS/NZS 3666.1.- ARTIFICIAL LIGHTING TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH PARTS J5 & J6 OF THE NCC VOLUME 1 REQUIREMENTS FOR ENERGY EFFICIENCY.- REFER TO ENERGY REPORT FOR ALL ROOF, CEILING AND WALL INSULATION REQUIREMENTS.- AIR-CONDITIONING SYSTEMS TO BE CONFIRMED AT TENDER STAGE. ALLOWANCE TO BE MADE FOR TUNDISH AND LOCATION TO BE CONFIRMED ON SITE.- SECURITY CAMERAS AND ALARM SYSTEM TO BE DESIGNED BY CONTRACTOR AND CONFIRMED AT TENDER STAGE.
NOTES:- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL BUILDING WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIRED AUSTRALIA STANDARDS AND THE NCC.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS ETC). NOALLOWANCE FOR INTERNAL AND EXTERNAL SHEETING. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- CARE SHOULD BE TAKEN TO INCLUDE AN ALLOWANCE IN CALCULATION OF CLEARANCE REQUIRED FOR FIXINGS ETC.
ABREVIATIONS:- FE = FIRE EXTINGUISHER.- FHR = FIRE HOSE REEL.- COL = COLUMN.- DP = DOWNPIPE.- PJ = PANEL JOINT.
ALL CONTRACTORS WORKING ON THIS PROJECT TO CHECK ALL DIMENSIONSAND NOTES PRIOR TO INITIATING ANY WORKS. ALL DISCREPANCIES TO BENOTIFIED TO THE PROJECT MANAGER STRAIGHT AWAY.
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 32 #18 Casino Street Welshpool
Client:
Project Title:
Alita Constructions
Amenities Layouts & Door/Window Schedules01.05.19
MB
Project Number:
1922Drawing Number:
A8
B
08.05.19
14.07.19
Preliminary Issue for Client Comments
Issued for consultants and building approval
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BEREPRODUCED OR MODIFIED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THECOMMENCEMENT OF ANY WORKS AND ANY DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTYOF QUALITY DESIGN SOLUTIONS PTY LTD. IT MUST NOT BE REPRODUCED, COPIED ORALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS PTY LTD.
1:50, 1:30, 1:1 (A1)
ISSUED FOR BUILDING APPROVAL
A
C 04.08.19 Loading dock roof and electrical amendments
D xx.xx.xx -
Email: [email protected] Mobile: 0403 165 270
1000
500 MIN
OBSTRUCTION OR INTERNAL CORNER
TACTILE EXIT SIGN AS PER NCC& AS1428.1 2009
NOTES:- ALL DOOR HANDLES TO BE INSTALLED IN ACCORDANCE WITH SECTION13 OF AS 1428.1 (PART 1) AND BE COMPLIANT WITH D2.21 OF THE NCC- REFER TO SPECIFICATION FOR INFORMATION ON DOOR HARDWARE- ALL SWITCHES & CONTROLS ARE REQUIRED TO BE INSTALLED INACCORDANCE WITH SECTION 14 OF AS 1428.1 (PART 1)
400 MAX PAN
450 - 460 CTR PAN
350 - 400 BACKREST
460 - 480
120 - 150
150 - 200
700 M
AX
300 MAX
800 +/- 10
600 MIN
150 -
200
SIDE WALL REAR WALL
BACKREST POSITION 0 - 50FROM SEAT BOLT HOLE
FRONT OF ANY BACK WALL MOUNTED FIXTUREOF OBSTRUCTION EXCEPT BACKRESTANGLE OF FRONT OF
BACKREST
ZONE FOR POSITION OF TOILETPAPER DISPENSER OUTLET
FRONT OF BACKREST
95° TO 100°
BACKREST NOTES:- TO BE CAPABLE OF WITHSTANDING A FORCE IN ANY DIRECTION OF 1100 N- TO HAVE A HEIGHT, AT THE LOWER EDGE OF BACKREST TO THE TOP OF THEWC SEAT, OF 120mm TO 150mm- TO HAVE A VERTICAL HEIGHT OF 150 - 200mm AND A WIDTH OF 350 - 400mm- THE FRONT EDGE OF THE CENTRE OF THE BACKREST BE POSITIONED TOACHIEVE AN ANGLE OF BETWEEN 95° TO 100° BACK FROM THE SEAT HINGE
TOP OF SEAT
ID D01 D02 D03 D04 D05 D06 D07 D08 D09
2D Symbol D01
D02 D03 D04
D05
D06
D07
D08 D09
Elevation
Leaf Dimensions 920×2,050 5,500×6,000 5,500×6,000 5,500×6,000 920×2,050 920×2,040 920×2,040 2,400×3,000 2,400×3,000
Wallhole Dimensions 1,020×2,100 5,500×6,000 5,500×6,000 5,500×6,000 1,020×2,100 1,020×2,090 1,020×2,090 2,400×3,000 2,400×3,000
Quantity 1 1 1 1 1 1 1 1 1
Operation Auto Roller Shutter Auto Roller Shutter Auto Roller Shutter Dock Leveler Auto Roller Shutter Auto Roller Shutter
Frame Type & Finish
Wall Type
Glazing Type
Notes
Door List
ID W01 W02
Elevation
Wallhole Dimensions 1,900×1,200 1,900×1,200
Nominal Sill Height 900 900
Quantity 1 1
Operation Fixed Window Fixed Window
Frame Type & FinishCommercial AluminiumFrame Powdercoated -
Colour Black TBC
Commercial AluminiumFrame Powdercoated -
Colour Black TBC
Wall Type Concrete Panel Concrete Panel
Glazing Type Refer to Energy Report Refer to Energy Report
Notes
Window List
FW
2xHOOKS
123
76 1,270 76 2,780 76
902,1
1076
584
76
425
1,675
10
10 300 1,430 980GRABRAIL
50 10
1,960 800FIXTURE
460 2,300WC CIRCULATION SPACE
455
1,645
10
795
300
1,005
902,1
1076
660
2,936
1,900
WC
CIRC
ULAT
ION
SPAC
E20
0
SHELF
SELECTED CERAMIC PAN & CISTERN
PORTABLE SANITARY DISPOSAL UNIT BY OWNER
⌀32 GRABRAIL M.S. SATIN CHROME FINISH
PRELAYS ONLY FOR FUTURE KITCHENETTE
TILED
ACCESSIBLE TOILETTO COMPLY WITH
AS1428.1.2009 SELECTEDCERAMIC BASIN
650
800
100
900
950
2,500
SELECTED SKIRTING TILE
SELECTED BASIN WITH MIRROR
SHELF
2,500
1,400
800
600
460
200
800
800
SELECTED SKIRTING TILE
⌀32 GRABRAIL M.S.SATIN CHROME FINISH
SELECTED CERAMIC PAN &CISTERN WITH BACKREST
SELECTED BASIN WITH MIRROR
795300980
2,500
800
600
SELECTED SKIRTING TILE
⌀32 GRABRAIL M.S.SATIN CHROME FINISH
BACKREST INSTALLED ASPER AS1428.1.2009 15.2.4
SELECTED CERAMIC PAN &CISTERN WITH BACKREST
Switch & Handle Detail1:50
Accessible Toilet Installation Detail1:30
Unisex Accessible1:50
View D-31:50
View D-21:50
View D-11:50
ACCESSIBLE TOILET NOTES:- COMPLIANCE WITH SECTION 15 AS1428.1-2009 AND PART F2.4 OF NCC.- DOORS TO BE PROVIDED WITH AN IN USE INDICATOR AND SHALL BE OPENABLE FROM THE OUTSIDE.- ALL DOORS TO HAVE A MINIMUM LUMINANCE OF 30 % FROM THE ADJOINING WALLS.- ALL LIGHT SWITCHES TO BE INSTALLED NO HIGHER THAN 1m FROM THE F.F.L.- 200 x 200mm NON-SLIP FLOOR TILES WITH 1 ROW OF SKIRTING UNO.- ACCESSIBLE WC TO COMPLY WITH A.S 1428.1 TILED FLOOR WITH FALL TO WASTE CATCH.- ACCESSIBLE TOILET TO HAVE A CLOTHES-HANGING DEVICE / HOOK INSTALLED AS PER AS 1428.1 - 2009 SECTION 15.4.4. HOOK TO BE INSTALLED 1200mm TO 1350mmABOVE THE F.F.L AND NOT LESS THEN 500mm OUT FROM ANY INTERNAL CORNER.- GRABRAILS TO COMPLY WITH AS 1428.1 (TYP). THE CROSS SECTION OF HANDRAILS SHALL BE CIRCULAR, NOT LESS THAN 30mm NO MORE THAN 50mm IN DIAMETER.- ALL ACCESSIBLE TOILETS TO HAVE A BACKREST 395mm x 190mm INSTALLED 150mm FROM TOP OF SEAT AS PER A.S 1428.1 - 2009 SECTION 15.2.4.- ALL BASINS TO HAVE 1 ROW OF SPLASHBACK TILES ABOVE THE SINK.- BASIN IN ACCESSIBLE TOILET TO HAVE A 600mm WIDE x 900mm HIGH MIRROR TO INSTALLED 900mm FROM F.F.L DIRECTLY OVER THE SINK.- WATER TAPS TO HAVE LEVEL HANDLES WITH CLEARANCE OF 50mm FROM ADJACENT SURFACES. HOT AND COLD WATER THROUGH ONE SPOUT ONLY.- PLUMBER TO ALLOW FOR FIXING FOR TOILET SYSTEM , BASINS AND TOILET ROLL HOLDER TYPICAL.- THE CEILING HEIGHT IS TO BE 2500mm HIGH UNO.- WC SEAT TO HAVE A MINIMUM LUMINANCE OF 30% FROM THE FLOOR FINISH COLOUR.- NO HORIZONTAL CHASING FOR PLUMBING TO LOAD BEARING BRICKWORK, CHASING TO BE INSTALLED VERTICALLY.- THE EXHAUST FAN WILL BE INSTALLED IN A LOCATION THAT WILL ALLOW ACCESS FOR THE PLUMBER TO INSTALL THE EXHAUST STACK.- TOILET PAPER HOLDER ZONE AS PER SECTION 15.2.6 of AS1428.1-2009.- FLUSHING CONTROL ZONE AS PER SECTION 15.2.5 of AS 1428.1 - 2009.
ALL CONTRACTORS WORKING ON THIS PROJECT TO CHECK ALL DIMENSIONSAND NOTES PRIOR TO INITIATING ANY WORKS. ALL DISCREPANCIES TO BENOTIFIED TO THE PROJECT MANAGER STRAIGHT AWAY.
AMENITIES DOOR SIGNAGE NOTE:- SIGNAGE PANELS ARE TO BE INSTALLED BETWEEN 1200mm - 1600mm FROMFINISHED FLOOR LEVEL AND LOCATED ON THE WALL LATCH SIDE OF THE DOOR(50mm MIN. TO 300mm MAX AWAY FROM THE DOOR FRAME. IF THIS CAN'T BEACHIEVED THE SIGN MUST BE PLACED ON THE DOOR AT THE REQUIRED HEIGHT.
SCHEDULE NOTES:- ALL DOOR HANDLES AND CONTROLS TO BE IN ACCORDANCE WITH AS1428.1 CLAUSE 13.5.- ALL DOOR FURNITURE IN PATH OF EXIT BEING OPENABLE WITOUT A KEY AND A SINGLE DOWARD ACTION ON A DEVICE LOCATED BETWEEN 900 AND 1100 AFL.GLAZING TO BE INSTALLED AS PER THE PART J2 GLAZING PART OF THE ENERGY EFFICIENCY REPORT. THIS REPORT CANBE OBTAINED FROM THE BUILDER.- FORCE REQUIREMENTS FOR ALL DOORS TO BE IN ACCORDANCE WITH AS1428.1 CLAUSE 13.5.2 (e)- MAX 20N FORCE TO OPEN, CLOSE OR HOLD OPEN A DOOR.- ANY HINGED DOORS WITH CLOSERS SHOULD BE ADJUSTABLE CLOSERS, COMPATIBLE WITH THE DOOR TO ENSURE THE FORCE TO OPEN THE DOOR DOES NOT EXCEED 20N.- ALL PAINTED FRAMES TO BE 50% TINT STRENGTH OF CORRESPONDING NOMINATED WALL COLOUR ( TO ENSURE MIN 30% LUMINANCE CONTRAST IN ACCORDANCE WITH AS1428.1 CLAUSE 13.1).- ALL DOORS TO SANITARY COMPARTMENTS TO BE READILY REMOVABLE FROM THE OUTSIDE WITH LIFT OFF HINGES.- ALL DOOR SWINGS TO BE CHECKED AND CONFIRMED PRIOR TO ORDERING.- PLEASE REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
NOTES:- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL BUILDING WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIRED AUSTRALIA STANDARDS AND THE NCC.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS ETC). NOALLOWANCE FOR INTERNAL AND EXTERNAL SHEETING. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- CARE SHOULD BE TAKEN TO INCLUDE AN ALLOWANCE IN CALCULATION OF CLEARANCE REQUIRED FOR FIXINGS ETC.
ABREVIATIONS:- FE = FIRE EXTINGUISHER.- FHR = FIRE HOSE REEL.- COL = COLUMN.- DP = DOWNPIPE.- PJ = PANEL JOINT.
Auto Roller ShutterAuto Roller ShutterAuto Roller Shutter Exit Single Swing Door Single Swing Door - WCSingle Swing DoorExit Single Swing Door
Galvanised Pressed Metal- Colour Windspray TBC Powdercoated - Colour Windspray TBC Powdercoated - Colour Windspray TBC Powdercoated - Colour Windspray TBC Galvanised Pressed Metal
- Colour Windspray TBCGalvanised Pressed Metal
- Colour TBCGalvanised Pressed Metal
- Colour TBCPowdercoated - Colour
Windspray TBCPowdercoated - Colour
Windspray TBC
Dock Leveller Auto Roller Shutter Dock Leveller Auto Roller Shutter
Concrete Panel Concrete Panel Concrete Panel Concrete Panel Concrete Panel Stud Wall Stud Wall Concrete Panel Concrete Panel
N/A N/A N/A N/A N/A N/A N/A N/A N/A
Solid Core with S.S.Kickplate. Compliant
Lockable Door Hardwarewith Push Plates
Solid Core with S.S.Kickplate and Lift-off Hinges.
Compliant Lockable DoorHardware with Push Plates
and Self-closing Device
Solid Core with MetalCladding. Compliant
Lockable Door Hardwarewith Lock Cover Plate and
Self-closing Device
Solid Core with MetalCladding. Compliant
Lockable Door Hardwarewith Lock Cover Plate and
Self-closing Device
Roller Shutters to be 1.0mm BMT withElectric Motor and Chain. Wind Locks
Required.
Roller Shutters to be 1.0mm BMT withElectric Motor and Chain. Wind Locks
Required.
Roller Shutters to be 1.0mm BMT withElectric Motor and Chain. Wind Locks
Required.
Refer to Dock Leveller Specification Refer to Dock Leveller Specification
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 32 #18 Casino Street Welshpool
Client:
Project Title:
Alita Constructions
DFES Plan01.05.19
MB
Project Number:
1922Drawing Number:
A9
B
08.05.19
14.07.19
Preliminary Issue for Client Comments
Issued for consultants and building approval
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BEREPRODUCED OR MODIFIED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THECOMMENCEMENT OF ANY WORKS AND ANY DISCREPANCIES TO BE BROUGHT TO THEATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTYOF QUALITY DESIGN SOLUTIONS PTY LTD. IT MUST NOT BE REPRODUCED, COPIED ORALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS PTY LTD.
1:250 (A1)
ISSUED FOR BUILDING APPROVAL
A
C 04.08.19 Loading dock roof and electrical amendments
D xx.xx.xx -
Email: [email protected] Mobile: 0403 165 270
SP
OO
N D
RA
IN
16,220TBC
14,40
4
5,500
8,904
36m FIRE HOSE REEL LOCATED4m FROM EXIT DOOR
54.9m TOTAL LENGTH FROMFIRE PUMP AND TANK
36m FIRE HOSE REEL LOCATED4m FROM EXIT DOOR
34.4m TOTAL LENGTHFROM FIRE HOSE REEL
62.5m TOTAL LENGTH FROMFIRE PUMP AND TANK
32.3m TOTAL LENGTHFROM FIRE HOSE REEL
66.2m TOTAL LENGTH FROMFIRE PUMP AND TANK
66.5m TOTAL LENGTH FROMFIRE PUMP AND TANK
36.4m TOTAL LENGTHFROM FIRE HOSE REEL
2500mm x 4500mm REFUSE BIN AREA TBC
WAREHOUSE CANOPY OVER
BOLLARDS
BOLLARDS
DOME POWERPOLE
POWERPOLE
WV WATER
VALVE
GASVALVE
PIPE
WATER TANKPUMP SHED WATER TANK
TELSTRA PIT
WATERMETER
WV
WV WV
VALVE
FIREHYDRANTBOOSTER
TWIN HEADFIRE HYDRANT
SEPTICPUMP
EXISTING WAREHOUSE
PROPOSED WAREHOUSEFFL: 19.19
A: 1,141.29m2
PROPOSEDLOADING DOCK
A: 160.74m2
EXISTING OFFICE
CA
SIN
O
STR
EE
T
TAP
TAP
FE
FE
EXISTING CANOPY
EXISTING CANOPY
BOL
BOL
BOLBOL
BOL
BOL
BOL
BOL
BOL
DP
DP
DP
DP
DP
DP
DP
BOLDP
NORTH
S UMM
E RS
UN
SU
N
W ITN
E RH
OT
DRYWINDS
PREVAILING
WIND
&R
AIN
DFES Plan1:250
ALL CONTRACTORS WORKING ON THIS PROJECT TO CHECK ALL DIMENSIONSAND NOTES PRIOR TO INITIATING ANY WORKS. ALL DISCREPANCIES TO BENOTIFIED TO THE PROJECT MANAGER STRAIGHT AWAY.
NOTES:- THIS DRAWING MUST BE READ IN CONJUNCTION WITH ALL RELEVANT SPECIFICATIONS, REPORTS, CONTRACTS AND DRAWINGS.- ALL BUILDING WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE REQUIRED AUSTRALIA STANDARDS AND THE NCC.- ALL DIMENSIONS TAKEN TO STRUCTURAL SURFACES UNLESS OTHERWISE NOTED (STUD FRAMING / CONCRETE PANELS ETC). NOALLOWANCE FOR INTERNAL AND EXTERNAL SHEETING. ANY DISCREPANCY CONFIRM WITH OWNER OR BUILDER.- CARE SHOULD BE TAKEN TO INCLUDE AN ALLOWANCE IN CALCULATION OF CLEARANCE REQUIRED FOR FIXINGS ETC.
ABREVIATIONS:- FE = FIRE EXTINGUISHER.- FHR = FIRE HOSE REEL.- COL = COLUMN.- DP = DOWNPIPE.- PJ = PANEL JOINT.
