Transcript
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 21 #1-109 President Street Welshpool
Client:
Project Title:
Perth Autobody Repairs
Site Plans01.07.19
MB
Project Number:
1939Drawing Number:
A1
A
B
C
18.07.19
09.08.19
xx.xx.xx
xx.xx.xx
Preliminary Issue for Comments
Design Development
-
-
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BE REPRODUCED OR MODIFIED IN WHOLE OR INPART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THE COMMENCEMENT OF ANY WORKSAND ANY DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTY OF QUALITY DESIGN SOLUTIONS.IT MUST NOT BE REPRODUCED, COPIED OR ALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS.
1:200, 1:100 (A1)
ISSUED FOR PRELIMINARY COMMENTS
D
Email: mike@qdswa.com.au Mobile: 0403 165 270
910.93 m2908.53 m2
SIGN TO BE RELOCATEDPRESIDENT ST
90.
57
20.94
90.57 20.94
89°59'20"
90°00
'25"89°59'45"
90°00'30"
1.2m
HIG
H F
IBR
O F
ENC
E
GO
OD
CO
ND
.
2.4m
HIG
H M
ETAL
FEN
CE
GO
OD
CO
ND
.
2.8m HIGH CYCLONE FENCEAVG. COND.
APPROX. FFL@ DOOR 9.74m
APPROX. FFL@ DOOR 9.70m
APPROX. FFL@ DOOR 9.72m
APPROX. FFL@ DOOR 9.71m
APPROX. FFL@ DOOR 9.72m
APPROX. FFL@ DOOR 9.71m
APPROX. FFL 9.90m
APPROX. FFL@ DOOR 9.87m
DATUM NAIL 10.00m ASSUMED VALUE
DATUM NAIL 10.12m ASSUMED VALUE
DATUM NAIL 9.49m ASSUMED VALUE
DATUM NAIL 9.39m ASSUMED VALUE
TOP OF BRICKWALL 14.62m
TOP OF BRICKWALL 13.62m
SEMI-MOUNT. KERBAVG. COND.
SEMI-MOUNT. KERB GOOD COND.
BLOCK KERBAVG. COND.
BLOCK KERBPOOR COND.
BLOCK KERBAVG. COND.
0.09m ØPVC CONDUIT
0.15m Ø PVCDRAINAGE PIPE
0.1m Ø PVCDRAINAGE PIPE
0.1m Ø PVCDRAINAGE PIPE
0.1m Ø PVCDRAINAGE PIPE
0.15m Ø PVCDRAINAGE PIPE
PP
LP
FIRE SERVICE
M
WTP
WTP
FIRE HOSE
WTP
WTP
FIRE HOSE
WTP
SIGN
SIGN
LETTER BOX'S
BOLLARDS x4
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOLLARD
BOTTLEBRUSHHT 6m
BOTTLEBRUSHHT 6m
10.00
10.00
10.00
10. 0010.00
9.50
9.50
9.99
9.92
9.97
10.11
10.07
10.11
10.08
10.00
9.93
9.85
9.949.9
6
9.90
9.98
10.06
9.87 9.7
89.7
2
9.60
9.65
9.67
9.67
9.68
10.05
9.95
10.23
10.20
9.75
9.68
9.69
9.63
9.629.6
59.6
1
9.73
9.69
9.67
9.65
9.65
9.60
9.65
9.67
9.66
9.69
9.70
9.73
9.59
9.66
9.67
9.62
9.66
9.67
9.57
9.71
9.70
9.59
9.66
9.79
9.85
9.88
9.82
9.87
9.79
9.77
9.75
9.67
10.04
9.99
9.95
9.94
9.79
9.79
9.80
9.91
9.97
9.97
9.52
10.17
9.91
10.00
10.03
9.99
10.02
10.08
10.07
9.74
9.70
9.71
9.70
9.54
9.53
9.68
9.70
9.70
9.71
9.70
9.72
9.72
9.71
9.71
9.70
9.68
9.57
9.53
9.49
9.36
9.41
9.50
9.59
9.80
9.84
9.77
9.73
9.79
9.71
9.70
9.71
9.59
9.46
9.81
9.81
9.81
9.81
9.81
9.81
9.81
9.81
9.90
10.13
10.13
10.13
10.18
10.16
10.04
10.15
10.23
10.23
10.24
10.26
10.27
9.73
9.84
9.83
9.85
9.71
9.71
10.00
9.559.5
79.5
99.6
19.6
0
9.48 9.4
79.4
5
10.20
9.51
9.87
9.70
9.70
9.71
9.54
9.73
9.75
9.61
9.53
9.51
9.71
9.73
9.70
9.75
9.71
10.21
9.61
10.14
10.16
10.07
9.68
9.73
9.71
10.09
10.15
10.25
10.0710
.10
10.07
10.08
9.75
9.81
9.71
9.71
9.72
9.72
9.73
9.70
9.68
9.70
9.71
9.72
9.71
9.72
9.72
9.70
9.71
9.68
9.75
9.76
9.78
9.86
9.73
9.85
10.2110
.21
9.90
TEL
CONC.MANHOLE
BITUMENSANDY / WEED
2.4
m H
IGH
MET
AL G
ATE
BLOCK KERB AVG. COND.
ROOFHGT 13.66m
SEMI-MOUNT. KERB GOOD COND.
0.3m HIGH BRICK RET.WALL - GOOD COND.
ROOFHGT 14.76m
POWERLINETO BE REMOVED HGT 14.05
POWER CONDUITTO BE REMOVEDHGT 14.70
TOP OF BRICKWALL 13.31m
DGR
DGR
DGR
DGR
DGR
DGR
DGR
DGR
DGR
DGR
DGR
DGR
CONC. PAVING
METALFRAMES
SLID
ING
DO
OR
S
CO
NC
.
SLID
ING
DO
OR
SSL
IDIN
G D
OO
RS
SLID
ING
DO
OR
SSL
IDIN
G D
OO
RS
SLID
ING
DO
OR
S
CO
NC
.
CO
NC
.C
ON
C.
CO
NC
.
CO
NC
.
CONCRETE MANHOLE
OVERHEADPOWERLINES
GRASS
ELECTRICALBOX
ELECTRICALBOX
BITUMEN D/WAY AVE. COND.
BITUMEN D/WAY AVE. COND.
CONC. BLOCK
AIRCON UNIT
DGR
VENT BOX
ENC
LOSE
D G
AS
CYC
LIN
DER
BITUMEN
BITUMEN
BITUMEN
BITUMEN
BITUMEN
SANDY / GRASS
SANDY
BITUMEN D/WAY AVE. COND.
BITUMEN D/WAY AVE. COND.
(PILLAR)
BITUMEN
SANDRA PLACE
BITUMEN
PG PG
PGPG
LOT 20
AREA: 1894m²
LOT 25
AREA: 3791m²
SINGLE STOREY BRICK & METALWAREHOUSE #111 WELL CLEAR
SINGLE STOREY BRICK & METALWAREHOUSE #105
SINGLE STOREY BRICK & METALWAREHOUSE #109
LOT
DRAINAGE
CO
NFI
RM
NO
SER
VIC
E
AVAI
LABL
E
LOC
ATED
WATER
O/H
U/G
GAS
POWER
TELE.
SEWERAGE
LOT RECORDS
SERVICE
STATUS
APPROX.AHD + 10.55m
DISTANCECOASTAL
AREA:LOT:
AREA:
ACCURATE GEODETIC CONNECTION.
APPROXIMATE AHD CONNECTION ONLY,HEIGHT RESTRICTIONS REQUIRE
POSITION & / OR AVAILABILITY ON SITE.BUILDER / CLIENT TO CONFIRMSERVICES MARKED CONFIRM REQUIRE
SERVICE LEGEND
SWAS. WIRE ANCHOR
POWER
PP
CP
LP
SP
LIGHT POLE
STAY POLE
CONSUMER POLE
POWER POLE
UNI PILLAR
ECEXPOSED CABLES
GAS
METER GM
PRE-LAID CONN. GPL
IS
IO
INSPECT. SHAFT
INSPECT. OPENING
SEWERAGE
HOUSE CONNECTION HC
MANHOLE SMH
HCIHOUSE CONN.INDICATOR
ISCINSPECT. SHAFTCONNECTION
PIT
TELE.TEL
PRE-LAID CONN. TPL
DRAINAGEMANHOLE
GULLY PIT
DMH
LOT PIT LDP
HOUSE CONN.
SIDE ENTRY PIT
COMBINATIONENTRY PIT
DHC
WATER METER M
STOP VALVE
FLUSH POINT
WATER TAP
HYDRANT
WATER
WTP
HY
FP
WSV
PRE-LAID CONN. WPL
PF
PD
PG
PEG FOUND
PEG DISTURBED
PEG GONE
DATUM NAIL
STAKE FOUND STF
SURVEY
GROUND COVERSANDY / GRASS / WEED
21
>10kmESTAB 05/1970
1897 m²
5 0 2.5 5 10 15ES:GPS:UBD REF
BUILDER'S REF SURVEYED
LOT :
DWG No REV
AUTHORITY C/T :
:
:
SHEET1 of 1
SCALE @ A1
SUBURB
290 G 9
WELSHPOOL
37271-01-100
21 No. 109 PRESIDENT ST
A
TOWN OF VICTORIA PARKP : 9617
N/A
1:200
31.98349° 115.92977°
Easements, Caveats, Covenants etc. All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig"for underground services & a site inspection.
boundary POSITION is APPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances includingThis PLAN is current at the Surveyed Date, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastral
TITLE :
:CLIENTFEATURE SURVEY
NOTE
BUILDER :
c STANDFAST NOMINEES 1996
www.linkssurveying.com.auW:info@linkssurveying.com.au
(08) 9354 8511P:
E:
N/ARAPID TILT CONSTRUCTION
WATER HYDRANT15.4m FROM DATUM
OVERHEADPOWERLINESPAVING
CONCRETE DRIVEWAY& CROSSOVER
GRAVEL
METAL G
ARR
ISON
FENC
E G
OO
D C
ON
D.
MET
AL G
ARR
ISO
N F
ENC
E
G
OO
D C
ON
D.
SINGLE STOREY BRICK & METALWAREHOUSE #111
LOT 21
AREA: 1897m²
SINGLE STOREY BRICK & METALWAREHOUSE #109 WELL CLEAR
2x CAR BAYS
2x CAR BAYS
NEW LINEMARKING TO BE COMPLETEDDURING CONSTRUCTION
EXISTING WAREHOUSEAREA: 180.00m2
F.F.L: 9.74
WESTERN POWER APPLICATIONTO REMOVE OVERHEADCONNECTION IS UNDERWAY
DESIGN CALCULATIONS
SITE AREA:
PLOT RATIO:BUILDING AREA:
WAREHOUSE PARKING:
1894m2
48.10%910.93m2
3
LOT 20 (WAREHOUSE/INDUSTRIAL:
NUMBER OF TENNANCIES: 4AVERAGE SIZE OF EACH TENNANCY: 227.73m2
(1 BAY PER 75m2, 77.73/75m2) 1.04 (FIRST 150m2):
BAYS PER UNIT: 4.04BAYS REQUIRED FOR TENNANCY (ROUNDED): 16
SITE AREA:
PLOT RATIO:BUILDING AREA:
WAREHOUSE PARKING:
1897m2
47.89%908.53m2
3
LOT 21 (WAREHOUSE/INDUSTRIAL:
NUMBER OF TENNANCIES: 6AVERAGE SIZE OF EACH TENNANCY: 151.42m2
(1 BAY PER 75m2, 1.42/75m2) 0.02 (FIRST 150m2):
BAYS PER UNIT: 3.02BAYS REQUIRED FOR TENNANCY (ROUNDED): 18
OFFICE PARKING:
(1 BAY PER 40m2, 75/40m2) 1.88BAYS REQUIRED FOR TENNANCY (ROUNDED): 2
OFFICE SIZE: 75m2
TOTAL PARKING REQUIRED FOR LOT 20 & 21:36 BAYS16 + 18 + 2
PROVIDED PARKING: 37 BAYS
FW
2,000
2,000
125
4,070
1,180
125
12,961
4,000
SETB
ACK
5,500
1,000 4,961 7,000
125 1,266 4,000ROLLER DOOR
520 125 2,500W
90 4,185W&D
100
5,625
500
5,000
125
375
ROOF COVER OVERROOF COVER OVER
PROPOSED 1800x1800 SOAKWELL
PROPOSED METAL FENCING 2300h
GARRISON FENCE WITH GATE
PROPOSED METAL SLIDING GATE 2300h
PROPOSEDGF OFFICE
AREA: 38.6m2F.F.L: 9.74
EXISTING WAREHOUSEAREA: 180.00m2
F.F.L: 9.74
LAND
SCAP
ING
LANDSCAPING
BOL
BOLCOL
DISABLEDPARKING BAY
SHAREDSPACE
PROPOSEDGF OFFICE
AREA: 38.6m2F.F.L: 9.74
PROPOSEDCONCRETE PATH
PROPOSEDCROSSOVER
EXISTINGCROSSOVER
PRESIDENT ST
1 2 3 4 5 6 7 8 91011121314UP
BOL
PROPOSEDUNISEX
ACC.
BOL
NORTH
S UMM
E R
SU
N
SU
N
W I TNE R
HO
TDRY
WINDS
PREVAILING
WIND
&R
AIN
Site Survey Plan1:200
Proposed Site 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.
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 21 #1-109 President Street Welshpool
Client:
Project Title:
Perth Autobody Repairs
Floor Plans01.07.19
MB
Project Number:
1939Drawing Number:
A2
A
B
C
18.07.19
09.08.19
xx.xx.xx
xx.xx.xx
Preliminary Issue for Comments
Design Development
-
-
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BE REPRODUCED OR MODIFIED IN WHOLE OR INPART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THE COMMENCEMENT OF ANY WORKSAND ANY DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTY OF QUALITY DESIGN SOLUTIONS.IT MUST NOT BE REPRODUCED, COPIED OR ALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS.
1:100 (A1)
ISSUED FOR PRELIMINARY COMMENTS
D
Email: mike@qdswa.com.au Mobile: 0403 165 270
E3E2
E1
100
3,345
750
1,180
100
5,275
125
125 5,786 125 6,775 100
125 1,180 2,500 3,095 100
900
900
964
76
790 6,195W
4,775 W
725
5,500
900mm DEEP SULITE MODULARFIN METAL AWNING
PFC FASCIA BEAM FOR ROOF
PROPOSED CONCRETE TILT PANEL WALLS
PROPOSED BOUNDARYCONCRETE WALL
STEEL FRAMED WALL WITHSELECTED CLADDING
PROPOSEDFF OFFICE
AREA: 38.50m2F.F.L: 13.09
EXISTING WAREHOUSE
PROPOSEDCANOPY
K'NETTE COL
5 6 7 8 9101112131415
1617
DN
FW
FR
3,500
SETB
ACK
5,625
14,86
9AP
PROX
DIM
TO
END
OF W
AREH
OUSE
500
5,000
125
375
125
2,804
WAI
TING
762,3
70K'
NETT
E12
5
125
3,980
RECE
PTIO
N90
1,180
STAI
R12
52,1
45UN
ISEX
90
125 5,786 6,990
125 1,266 4,000 520 790 1,800W
490 3,920W&D
125 6,765 110
125 2,500 90
125 4,680 2,085 110
3,400 W
2,090
125
5,250
125
E3E2
E1
STUD WALL WITHPLASTERBOARD LINING
ROOF COVER OVER
COFFEE
WAITINGROOM
RECEPTION
EXISTING WAREHOUSE
PROPOSEDGF OFFICE
AREA: 38.6m2F.F.L: 9.74
BOL
BOLCOL
1 2 3 4 5 6 7 8 91011121314UP
110902,60090
4,110 2,780 110
UNISEXACC.
K'NETTE
NORTH
S UMM
E R
SU
N
SU
N
W I TNE R
HO
TDRY
WINDS
PREVAILING
WIND
&R
AIN
First Floor Plan1:100
Ground Floor 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.
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.
DATE OF ISSUE:
SCALE:
DRAWN:
REVISION DATE DESCRIPTION
Lot 21 #1-109 President Street Welshpool
Client:
Project Title:
Perth Autobody Repairs
Elevations01.07.19
MB
Project Number:
1939Drawing Number:
A3
A
B
C
18.07.19
09.08.19
xx.xx.xx
xx.xx.xx
Preliminary Issue for Comments
Design Development
-
-
PO Box 2655, Malaga WA 6944
GENERAL NOTES:- DO NOT SCALE FROM DRAWINGS.- THESE PLANS ARE THE SOLE PROPERTY OF DESIGNER AND MAY NOT BE REPRODUCED OR MODIFIED IN WHOLE OR INPART WITHOUT WRITTEN PERMISSION.- CONTRACTORS TO CHECK ALL DIMENSIONS AND CONDITIONS ON SITE PRIOR TO THE COMMENCEMENT OF ANY WORKSAND ANY DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE SUPERVISOR.
© COPYRIGHT STATEMENTTHIS DESIGN AND / OR DRAWING IS CONFIDENTIAL AND SHALL REMAIN THE PROPERTY OF QUALITY DESIGN SOLUTIONS.IT MUST NOT BE REPRODUCED, COPIED OR ALTERED WITHOUT THE APPROVAL OF QUALITY DESIGN SOLUTIONS.
1:100, 1:133.33 (A1)
ISSUED FOR PRELIMINARY COMMENTS
D
Email: mike@qdswa.com.au Mobile: 0403 165 270
2,500
600
250
2,700
1,100
2300h GARRISON FENCING
TILT PANEL
NEW STEEL FRAMED ROOF WITHCOLORBOND SHEETING @ 3° PITCH
TILT PANEL CAPPINGCOLORBOND MONUMENT
VERTICAL COLORBOND MATT MONUMENTCLADDING FIXED TO STEEL FRAME
900mm DEEP SULITEMODULAR FIN METAL AWNING
VERTICAL TIMBER CLADDING FIXED TO CONCRETE PANEL
TILT PANEL
NEW STEEL FRAMED ROOF WITHCOLORBOND SHEETING @ 3° PITCH
WINDOW ABOVE BENCH
FFL 0.00
CL 6.05
CL 2.50
FFL 3.35
TOW 7.150
2,500
600
250
2,700
1,100
5,820
1,330
3,350
3,800
600
600
2,432
AWNI
NG
900
7,150
TILT PANEL CAPPINGCOLORBOND MONUMENT
BGC INNOVA CONCRETE LOOK CLADDING FIXED TO STEEL FRAME
PERFORATED MESH SCREEN TO FACE OF WINDOW FRAME2300h GARRISON FENCING
900mm DEEP SULITEMODULAR FIN METAL AWNING
VERTICAL COLORBOND MATT MONUMENTCLADDING FIXED TO STEEL FRAME
TILT PANEL
METAL BOLLARD
VERTICAL TIMBER CLADDINGFIXED TO CONCRETE PANEL
2300h GARRISON GATE
NEW STEEL FRAMED ROOF WITHCOLORBOND SHEETING @ 3° PITCH
FFL 0.00
CL 6.05
CL 2.50
FFL 3.35
TOW 7.150
SELECTED ROLLER DOOR4000w x 3200h
7,150
2,500
600
250
2,700
1,100
3,350
3,800
900900mm DEEP SULITEMODULAR FIN METAL AWNING
BGC INNOVA CONCRETE LOOKCLADDING FIXED TO STEEL FRAME
PERFORATED MESH SCREENFIXED TO WINDOW
2300h GARRISON GATE &FENCING
VERTICAL COLORBOND MATT MONUMENTCLADDING FIXED TO STEEL FRAME
TILT PANEL BEYOND
900mm DEEP SULITE MODULARFIN METAL AWNING
TILT PANEL CAPPINGCOLORBOND MONUMENT
METAL BOLLARD
FFL 0.00
CL 6.05
CL 2.50
FFL 3.35
EXISTING WAREHOUSE BUILDING DOORS
EXISTING WAREHOUSE
TOW 7.150
2,500
600
250
2,700
1,100
2,682 3,2
0071
0
APPROX. EXISTINGROOF LINE
3200mm HIGH ROLLER DOORPROPOSED DISABLED TOILETWITH TIMBER LID OVER
900mm DEEP SULITEMODULAR FIN METAL AWNING
FFL 0.00
CL 6.05
CL 2.50
FFL 3.35
TOW 7.150
Elevation 31:100
Elevation 21:100
Elevation 11:100
Section C1:100
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 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.
FIBRE CEMENT CONCRETELOOK PANEL CLADDING ASSELECTED
METAL POWDERCOATEDAWNINGS AS SELECTED
VERTICAL TIMBERCLADDING AS SELECTED
COLORBOND MATTMONUMENT VERTICALCLADDING AS SELECTED
top related