UP
UP
S-1
50
0
A- -
11
60 0x 30 0
10
60 0x 30 0
9
60 0x 30 0
8
60 0x 30 0
7
60 0x 30 0
6
60 0x 30 0
S-1
50
0S
-15
00
HOLLINSWORTH ROAD EXTENSION
3.0
°
15m AWNING
3m AWNING
15m AWNING
3m AWNINGE-RS2
3.0
°
OFFICE 2A
2A HARDSTAND
RECESSED DOCK RECESSED DOCK
2B HARDSTAND
45 CAR SPACES
CAR ENTRY/EXIT
ESTA
TE R
OA
D
PROPOSED BUILDING 3 HARDSTAND
OFFICE 2B
WAREHOUSE 2A WAREHOUSE 2B
2A
LIG
HT
DU
TY P
AV
EM
EN
T
2B
LIG
HT
DU
TY P
AV
EM
EN
T
3.0
°
2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.12 2.14 2.15 2.16 2.17 2.18 2.19 2.20 2.21 2.22 2.24 2.25 2.262.13
2.E
2.C
2.B
2.A
61 CAR SPACES
E-RS2
E-RS1
LOT No: 24DP: 262886
LOT No: 24DP: 262886
CAR ENTRY/EXIT
6,2
00
3.0
0°
E-WC3
6,200
FUTURE BUSLINK
E-RS1
F1
F1
F1F1
F1
SG SG
F1
F1
SWG
F1
F1
SG
CD640
2
CD641
1
ME
BOUNDARY 297,938m
275O8'40"
BOUNDARY 25,114m
COORDS TBC
BOUNDARY 5,379m
COORDS TBC
BOUNDARY 62,787m
COORDS TBC
BOUNDARY 281,677m
275O8'40"
BOUNDARY 99,165m
COORDS TBC
BOUNDARY 18000R
COORDS TBC
18,772
WAREHOUSE OVERALL TO BOUNDARIES
276,950 21,352
43
,45
276
,59
01,0
02
2,000
2,000
BUILDING 1 CROSSOVER
MERGED WITH NEW CONCRETE ESTATE ROAD
FIRE TRUCK
ZONEPR
13
,35
0
7,5
58
8,6
37
2.11
2.D
92
,96
0
24
,71
326
,61
024
,78
716
,85
0
8,075 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 5,880 11,300 11,300 11,300 8,360 12,054 12,000 11,946 12,000 12,000 12,400 12,000 12,000 11,855
E-RS1 E-RS1
E-RS1
E-RS1
E-RS1
BOUNDARY BOUNDARY
BOUNDARY
BO
UN
DA
RY
BOUNDARY BOUNDARY
BO
UN
DA
RY
BO
UN
DA
RY
BOUNDARY
1
CD104
1
CD103
CD602 3
CD641
2
CD640
1
16,437
276,470
2.23
CD602
1
CD602
2
CD603
4
CD603
5
CD6036
E-RS1
FST
100KL RWT
UNDER
15
,03
7
15
,03
5
RAMP UP
LP LP
COMBINED ON-SITE DETENTION/STORMWATER TREATMENT TANK
TANK BASE RL 48.96 TO CIVIL ENG. DRAWINGS
SG-1
SD
SUBSTATION
8,1
65
8,1
65
8,1
65
C L
80
08
00
CD845
1
CD845
2
CD8453
5,500
2,7
50
ARMCO ARMCO
ARMCO ARMCO ARMCO ARMCO
BU
ILD
ING
1 S
ITE
BO
UN
DA
RY
RETAINING WALL 4300mm THICK TO
CIVIL ENG. DETAILS
1,900 13,870
RETAINING WALL 5300mm THICK TO
CIVIL ENG. DETAILS
600
RW4
300
1,000
330
RW5
300
1,270
BO
OM
GA
TE
BOOM GATE
850m2 SOLAR PANELS ZONE
850m2 SOLAR PANELS ZONE
MANHOLE
33,5
00
TURNING BAYTURNING BAY
ENTRY GATE
EXIT GATE EXIT GATE
REM
OV
AB
LE B
OLL
AR
D
REM
OV
AB
LE B
OLL
AR
D
DIPLOMAT STYLE METAL FENCING 2100mm IN HEIGHT
SITE PLAN ABBREVIATIONS LEGEND
F1
F2 CHAIN MESH FENCING 1800mm IN HEIGHT PLUS 3 ROWS OF BARBED WIRE
FST FIRE SPRINKLER TANK SIZE SUBJECT TO DETAILED DESIGN
ME OPEN MECHANICAL EQUIPMENT AREA - SCREENED ENCLOSURE SIZE SUBJECT
TO DETAILED DESIGN
PR PUMP ROOM SIZE SUBJECT TO DETAILED DESIGN
RWT RETAINING WALLS SUBJECT TO DETAILED DESIGN
SG SLIDING GATES TO MATCH DRIVEWAY WIDTH
SWG DOUBLE SWING GATES TO MATCH DRIVEWAY WIDTH
LIGHT DUTY PAVEMENT
HEAVY DUTY PAVEMENT
LANDSCAPING
CONCRETE PAVEMENT
SITE PLAN HATCHING LEGEND
CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5 , FOR ROOFS
ROOF
• ROOF TILE, ROOF SHEETS AND ROOF COVERING ACCESSORIES SHALL BE NON COMBUSTIBLE.• THE ROOF/WALL JUNCTION SHALL BE SEALED, TO PREVENT OPENINGS GREATER THAN 3mm, EITHER BY THE USE OF FASCIA AND EAVES
LININGS OR BY SEALING BETWEEN THE TOP OF THE WALL AND THE UNDERSIDE OF THE ROOF AND BETWEEN THE RAFTERS AT THE LINE OF THE WALL.
• ROOF VENTILATION OPENINGS, SUCH AS GABLE AND ROOF VENTS, SHALL BE FITTED WITH EMBER GUARDS MADE OF NON-COMBUSTIBLE
MATERIAL OR A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm.
SHEET ROOF
• SHEET ROOF SHALL BE FULLY SARKED • SARKING SHALL BE LOCATED ON TOP OF THE ROOF FRAMING, EXCEPT THAT THE ROOF BATTENS MAY BE FIXED ABOVE THE SARKING
• COVER THE ENTIRE ROOF AREA INCLUDING RIDGES AND HIPS• EXTEND INTO GUTTERS AND VALLEYS
• HAVE ANY GAPS GREATER THAN 3mm, SEALED AT THE FASCIA OR WALL LINE AND AT VALLEYS, HIPS AND RIDGES BY• A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm MADE OF
2mm, MADE OF :MINERAL WOOL
OTHER NON-COMBUSTIBLE MATERIALA COMBINATION OF ANY OF ITEMS ABOVE.
AWNING ROOF
• AWNING ROOF TO HAVE A NON-COMBUSTIBLE ROOF COVERING
ROOF PENETRATIONS
• ROOF PENETRATIONS, INCLUDING ROOF LIGHTS, ROOF VENTILATORS, AERIALS, VENT PIPES AND SUPPORTS FOR SOLAR COLLECTORS, SHALL BE ADEQUATELY SEALED AT THE ROOF TO PREVENT GAPS GREATER THAT 3mm. THE MATERIAL USED TO SEAL THE PENETRATION SHALL BE NON-
COMBUSTIBLE.• OPENINGS IN VENTED ROOF LIGHTS, ROOF VENTILATORS OR VENT PIPES SHALL BE FITTED WITH EMBER GUARD MADE FROM A MESH OR
PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm, MADE OF CORROSION-RESISTANT STEEL , BRONZE OR ALUMINUM.• ALL OVERHEAD GLAZING SHALL BE GRADE A SAFETY GLASS COMPLYING WITH AS1288.• GLAZED ELEMENTS IN ROOF LIGHTS AND SKYLIGHT MAY BE OF POLYMER PROVIDED A GRADE A SAFETY GLASS DIFFUSER COMPLYING WITH
AS 1288• FLASHING ELEMENTS OF TUBULAR SKYLIGHTS MAY BE A FIRE RETARDANT MATERIAL, PROVIDED THE ROOF INTEGRITY IS MAINTAINED BY AN
UNDER FLASHING OF A MATERIAL HAVING A FLAMMABILITY INDEX NO GREATER THAN 5.
CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WALLS
EXTERNAL WALLS
• THE EXPOSED COMPONENTS OF AN EXTERNAL WALL THAT ARE LESS THAN 400mm FROM THE GROUND SHALL BE NON COMBUSTIBLE MATERIAL OR CLADDING THAT IS FIXED EXTERNALLY TO A STEEL FRAMED WALL.
• ALL JOINTS IN THE EXTERNAL WALLS SHALL BE COVERED, SEALED, OVERLAPPED, BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THAN 3mm.
• VENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH A MESH WITH A MAXIMUM APERTURE OF 2mm. EXCEPT WHERE
THE VENTS AND WEEPHOLES HAVE AN APERTURE LESS THAN 3mm, OR ARE LOCATED IN AN EXTERNAL WALL OF A SUBFLOOR SPACE.• EXTERNAL WALLS SHALL BE NON-COMBUSTIBLE. STEEL FRAMED WALLS SHALL BE CLAD EXTERNALLY WITH STEEL SHEETING.• ALL JOINTS IN THE EXTERNAL SURFACE MATERIAL SHALL BE COVERED, SEALED, OVERLAPPED ETC, TO PREVENT GAPS GREATER THAN
3mm.• MESH OR SCREENS COMPLYING WITH THE REQUIREMENTS OF AS 3959 MUST BE INSTALLED TO ALL VENTS, PENETRATIONS, ETC WITH
APERTURE 3mm OR GREATER.
CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR GUTTERS
GUTTERS
• BOX GUTTERS SHALL BE NON-COMBUSTIBLE AND FLASHED AT THE JUNCTION WITH ROOF
WITH NON-COMBUSTIBLE MATERIALS.
EAVES LININGS, FASCIAS AND GABLES
• EAVES PENETRATIONS SHALL BE PROTECTED THE SAME AS ROOF PENETRATIONS.
• EAVES VENTILATION OPENING GREATER THAN 3mm SHALL BE FITTED WITH EMBER GUARD MADE OF NON COMBUSTIBLE MATERIAL OR A MESH OR PERFORATED SHEET WITH A MAXIMUM APERTURE OF 2mm, MADE OF CORROSION RESISTANT STEEL, BRONZE OR ALUMINIUM.
• JOINTS IN EAVES LININGS, FASCIAS AND GABLES MAY BE SEALED WITH PLASTIC JOINING STRIPS OR TIMBER STORM MOULDS.
SCHEDULE OF AREAS- GFA
GENERAL NOTES
• CAR PARKING RATE BASED ON RMS RATES AND MARKETING PROPOSAL 1/300sqm FOR WAREHOUSE (GFA) AND 1/40sqm FOR OFFICE AREA(GFA)• ACCESSIBLE PARKING RATES BASED ON PART D3.5 OF THE BCA (2016)• CARPARKING AISLE WIDTHS DESIGNED TO MEET AS 2890.1
• TRANSPORT VEHICLE ACCESS FOR MANEUVERING TRANSPORT VEHICLES INDICATIVE ONLY
1 : 500
BUILDING 2A AND 2B - SITE PLAN1
BUILDING 2A BUILDING 2B
dwg no issuedwn
purpose
CLIENT scale
project no
date
PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER
AS BUILT
NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS
DETERMINED FROM SURVEY INFORMATION PROVIDED BY
SURVEYOR.
DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE
BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING
REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION
IN WHOLE OR PART IS FORBIDDEN.
p 02 9425 1400
m 0404 450 317
w www.pacearchitects.com.au
a Shop 2, 100 Alexander Street, Crows
Nest, NSW 2065
18
As indicated
191127 - CD102AA
APRIL 2021
191127
AS BUILT
BUILDING 2A AND 2B - SITE
PLAN
BUILDING 2Hollinsworth Road, MarsdenPark, NSW
5 2010
GRAPHIC SCALE 1:500
0 30 40 50
EXTERNAL MATERIALS
E-RS1 KLIP-LOK 700 METAL SHEETING - IN COLORBOND SURFMIST COLOUR
E-RS2 COLORBOND ROOF SHEETING - ZINCALUME
E-WC3 NON-COMBUSTIBLE ALUMINIUM CLADDING - TO MATCH ALPOLICWHITE
GENERAL LEGEND
ARMCO
DOUBLE ARMCO
FST FIRE SPRINKLER TANK
LP LIGHT POLE
SD STRIP DRAIN
SG-1 SLIDING GATE 1 TO MATCH "DIPLOMAT STYLE PRESSED METAL FENCE" BLACKPOWDER COATED FINISH OR EQUAL APPROVED
NOTES
• STRUCTURAL ELEMENTS/SYSTEMS REFER TO STRUCTURAL ENGINEERS DETAIL• HYDRAULIC ELEMENTS/SYSTEMS REFER TO HYDRAULIC ENGINEERS DETAIL
• EXTERNAL LEVELS, STORMWATER DRAINAGE AND ALL GENERAL CIVIL DETAILS, REFER TO CIVIL CONSULTANTS DETAILS• MECHANICAL ELEMENTS/SYSTEMS REFER TO MECHANICAL ENGINEERS DETAILS• ELECTRICAL ELEMENTS/SYSTEMS TO ELECTRICAL ENGINEERS DETAILS
SITE AREA: 16608m2
BUIILDING AREAS
2A WAREHOUSE: 9132.42m2
2A OFFICE: 476.18m2
TOTAL BUILDING AREA: 9608.6m2
OUT BUILDINGS
PUMP ROOM 46m2
AWNINGS
3M AWNING 67m2
15M AWNING 1012m2
SITE AREA: 21012m2
BUIILDING AREAS
2B WAREHOUSE: 11905.87m2
2B OFFICE: 761.34m2
TOTAL BUILDING AREA: 12667.21m2
OUT BUILDINGS
PUMP ROOM
AWNINGS
3M AWNING 73m2
15M AWNING 1444m2
LANDSCAPING
HEAVY DUTY PAVEMENT (HARDSTAND) 4225m2
LIGHTDUTY PAVEMENT: 1082m2
GRASSED AREAS: 868m2
CONCRETE PAVEMENT: 634m2
TOTAL LANDSCAPING AND PAVING AREA: 6838m2
CARPARKING REQUIREMENTS
WAREHOUSE (1/300sqm): 31OFFICE (1/40sqm): 12TOTAL: 43(INC)ACCESSIBLE : 1/100 CAR PARKS 1
ACTUAL PROVIDED (INC ACCESSIBLE): 45 ACTUAL ACCESSIBLE PROVIDED : 2
LANDSCAPING
HEAVY DUTY PAVEMENT (HARDSTAND) 4677m2
LIGHTDUTY PAVEMENT: 1908m2
GRASSED AREAS: 1397m2
CONCRETE PAVEMENT: 530m2
TOTAL LANDSCAPING AND PAVING AREA: 8512m2
CARPARKING REQUIREMENTS
WAREHOUSE (1/300sqm): 40
OFFICE (1/40sqm): 20TOTAL: 60(INC)ACCESSIBLE : 1/100 CAR PARKS 1
ACTUAL PROVIDED: 61
ACTUAL ACCESSIBLE PROVIDED : 1
REVISION DESCRIPTION DATE
11 2A PRELIMINARY ISSUE 23.06.20
12 2A PRELIMINARY ISSUE - 2 24.06.20
13 ISSUED FOR COORDINATION 06.07.20
14 2A GATES 21.07.20
15 ISSUED FOR COORDINATION 23.07.20
16 AS BUILT ISSUE 02.11.20
17 AS BUILT ISSUE - PARKING UPDATE 12.04.21
18 UPDATED PARKING 2A/2B 05.05.21
S-1
500
2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.12
2.E
2.C
2.B
2.A
CD641
1
2.11
2.D
CD602 3
1
CD325
CD640
1
/R
EF
ER
DR
GF
OR
CO
NT
INU
AT
ION
1C
D1
04
120,075
120,075
24
,71
326
,61
024
,78
716
,85
0
8,075 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200
92
,96
0
FST
WAREHOUSE 2A
AREA(GFA): 9132.4m2
WA
REH
OU
SE P
AR
TITI
ON
WA
LL
OFFICE 2A2 STOREY
RECESSED DOCK 15m AWNING
3m AWNING
BOUNDARY
BOUNDARY
BO
UN
DA
RY
BOUNDARY
FIRE TRUCK ZONE PUMP ROOM
2A HARDSTAND
45 CAR SPACES
2A
LIG
HT
DU
TY P
AV
EM
EN
T
SWG
RAMP UP
2A
HA
RD
STA
ND
39
,18
5
39
,33
4
1,0
92
SH
AR
ED
AC
CESS D
RIV
EW
AY
RW
RW
RW
RW
RL 53,300
RL 53,500
RL 51,100
RL 51,700
CD602
1
CD603
5
CD655
1
RL 54,600
S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL
S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL
S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL
RL 54,600
2800W x 3500HRSD2
2800W x 3500HRSD2
6000W x 5500HRSD 1
6000W x 5500HRSD 1
6000W x 5500HRSD 1
6000W x 5500HRSD 1
6000W x 5500HRSD 1
6000W x 5500HRSD 1
2800W x 3500HRSD2
FH FH
15
,03
5
COMBINED ON-SITE DETENTION/STORMWATER TREATMENT TANK
TANK BASE RL 48.96 TO CIVIL ENG. DRAWINGS
100KL
RWT
UNDER
DP DP OF OF
DPADP
DPADP
OF
DP
ADP OF
DP
ADP OF
DPADP
OF
DPADP
OF
DPADP
OF
DP
ADP OF
DP
ADP OF
SD
SD
SD
SD
ø 9,000
BATTER TO CIVIL ENG. DETAIL
RSD-1RSD-1RSD-1RSD-1RSD-1RSD-1RSD-2RSD-2RSD-2RSD-2
FIRE BRIGADE BOOSTER TO HYDRAULIC ENG.
CD845
1
3,837 44,800 3,962
27
216
,40
0
ARMCO ARMCO ARMCO
ARMCO
ARMCO
BU
ILD
ING
1 S
ITE B
OU
ND
AR
Y
RW
RETAINING WALL 4300mm THICK TO
CIVIL ENG. DETAILS
BUILDING 3 SUBSTATION
REBATE TO CIVIL ENG. DETAIL
600
RW4
3001,000
330
RW5300
1,270
1,900 13,870
RETAINING WALL 5300mm THICK TO
CIVIL ENG. DETAILS
WASTE COMPACTOR SIZE AND LOCATION TBC
2m WIDE PYLON SIGN
C L
3,0
00
CL1,000
2,000 5,770
FT-2
FT-2
FT-2
MANUAL SLIDING GATE
TURNING BAY
ENTRY GATE
B1 B1 B1
BO
LLA
RD
BOLLARD
38 OVERFLOW CAR SPACES
CONSTRUCTION NOTE FOR BOLLARD AND DOWNPIPE PROTECTION
BOLLARD:
• WHERE PROTECTING A ROLLER DOOR, 219MM BREAKAWAY BOLLARD
• ELSEWHERE, 165MM SURFACE MOUNTED BOLLARD
DOWNPIPE PROTECTION
• 1200MM HIGH GALVANISED MILD STEEL PROTECTION TO EVERY DOWNPIPE LOCATED IN TRAFFICABLE AREAS.
dwg no issuedwn
purpose
CLIENT scale
project no
date
PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER
AS BUILT
NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS
DETERMINED FROM SURVEY INFORMATION PROVIDED BY
SURVEYOR.
DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE
BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING
REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION
IN WHOLE OR PART IS FORBIDDEN.
p 02 9425 1400
m 0404 450 317
w www.pacearchitects.com.au
a Shop 2, 100 Alexander Street, Crows
Nest, NSW 2065
16
As indicated
191127 - CD103AA
APRIL 2021
191127
AS BUILT
SITE SET OUT - SHT 1
BUILDING 2Hollinsworth Road, MarsdenPark, NSW
GRAPHIC SCALE 1:250
0 5 2010 25
1 : 250 CD102
WAREHOUSE 2A - SITE PLAN1
GENERAL LEGEND
ADP AWNING DOWN PIPE
ARMCO DOUBLE ARMCO
B1 BOLLARD 165MM SURFACE MOUNTED TYPE 1
DP DOWN PIPE, POWDERCOATED FINISH COLOUR TBC- REFER TO HYDENG'S DETAIL
FH FIRE HYDRANT
FST FIRE SPRINKLER TANK
FT-2 BLACK CHAINWIRE MESH FENCING WITH AN OVERALL HEIGHT OF2100MM, INCLUDING THREE ROWS OF BARBED WIRE.
OF OVER FLOW PIPE
RSD-1 ROLLER SHUTTER DOOR TYPE 1 - 6000mm x 5500mm
RSD-2 ROLLER SHUTTER DOOR TYPE 2 - 2800mm x 3500mm
RW RETAINING WALL
S.COL STEEL COLUMN TO STRUCT. ENGS. DET
SD STRIP DRAIN
NOTES
• STRUCTURAL ELEMENTS/SYSTEMS REFER TO STRUCTURAL ENGINEERS DETAIL
• HYDRAULIC ELEMENTS/SYSTEMS REFER TO HYDRAULIC ENGINEERS DETAIL • EXTERNAL LEVELS, STORMWATER DRAINAGE AND ALL GENERAL CIVIL DETAILS, REFER TO CIVIL CONSULTANTS DETAILS• MECHANICAL ELEMENTS/SYSTEMS REFER TO MECHANICAL ENGINEERS DETAILS
• ELECTRICAL ELEMENTS/SYSTEMS TO ELECTRICAL ENGINEERS DETAILS
REVISION DESCRIPTION DATE
9 ISSUED FOR COORDINATION 16.06.20
10 2A PRELIMINARY ISSUE 23.06.20
11 2A PRELIMINARY ISSUE - 2 24.06.20
12 2A GATES 21.07.20
13 ISSUED FOR COORDINATION 23.07.20
14 AS BUILT ISSUE 02.11.20
15 AS BUILT ISSUE - PARKING UPDATE 12.04.21
16 UPDATED PARKING 2A/2B 05.05.21
UP
Conveyor Hopper
1.1m Bin Lifter
S-1
500
2.12 2.14 2.15 2.16 2.17 2.18 2.19 2.20 2.21 2.22 2.24 2.25 2.262.13
2.E
2.C
2.B
2.A
CD640
2
2.D
CD641
2
/R
EF
ER
DR
GF
OR
CO
NT
INU
AT
ION
1C
D1
03
5,880 11,300 11,300 11,300 8,360 12,054 12,000 11,946 12,000 12,000 12,400 12,000 12,000 11,855
24
,71
326
,61
024
,78
716
,85
0
156,395
92
,96
0
OFFICE 2B
1/2 STOREY
WA
REH
OU
SE P
AR
TITI
ON
WA
LL
RECESSED DOCK
WAREHOUSE 2BAREA (GFA): 11905.8m2
3m AWNING
BOUNDARY
BOUN
DARY
BO
UN
DA
RY
BOUNDARY
BO
UN
DA
RY
15m AWNING
2B HARDSTAND
2B
LIG
HT
DU
TY P
AV
EM
EN
T
20 CAR SPACES
RL 53,300
RL 53,600
RL 54,100
41 C
AR
SP
AC
ES
2.23
CD602
2
CD6036
ME
RL 54,600
2B
HA
RD
STA
ND
39
,03
5
2800W x 3500HRSD2
2800W x 3500HRSD2
2800W x 3500HRSD2
6000W x 5500H RSD 1
6000W x 5500H RSD 1
6000W x 5500H RSD 1
6000W x 5500H RSD 1
6000W x 5500H RSD 1
6000W x 5500H RSD 1
6000W x 5500H RSD 1
6000W x 5500H RSD 1
S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL
S.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COLS.COLS.COLS.COLS.COLS.COLS.COLS.COL
S.COLS.COL
S.COLS.COLS.COLS.COLS.COL
S.COL
S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL
S.COL
S.COLS.COL
S.COL
DPDP DP
FHFHFH
BV
BV
AV
S.COL
STAIR 4
STAIR 3
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
LPLP
CL LP
1,500
SD
DP
ADP OF
DP
ADP OFDP
ADP OF
DP
ADP OF
DP
ADP OF
DP
ADP OF
DP
ADP OF
DP
ADP OF
DP
ADP OF
DP
ADP OF
15
,03
7
SD
SG-1
SD
SG-1
FH
FH
DPADP
OF
DP
ADP OF
DF
RL 53,500
RL 54,300
CAR ENTRY/EXITBATTER TO CIVIL ENG. DETAIL
BATTER TO CIVIL ENG. DETAIL
SUBSTATION
RSD-1 RSD-1 RSD-1 RSD-1 RSD-1 RSD-1 RSD-1 RSD-1RSD-2RSD-2RSD-2 RSD-2
CD845
2
CD8453
S.COLS.COL S.COL
S.COLS.COLS.COL
S.COL S.COL S.COL
S.COLS.COLS.COL
S.COL S.COL S.COL
SMP-2
915 3,170 1,415
SUBSTATION
11,9427
00
1,3
50
70
0SU
BSTA
TIO
N
2,7
50
FIRE RESTRICTION ZONE
EASEMENT
WASTE AREA
ARMCO ARMCO
ARMCO
ARMCO
ARMCO
LIFT BY OTHERS
LIFT BY OTHERS
3000W x 6000HRSD3
MANHOLE
6,2
00
6,200
6,512
16
,70
07,5
00
7,7
87
7,0
10
4m WIDE PYLON SIGN
CL1,000
4,000
FT-2
FT
-2
FT-2
FT-2
19 OVERFLOW CAR SPACES
9,966
17,459 5,400 1,150
TURNING BAY
MAIN SWITCH BOARD
CANTILEVERED GATE
CANTILEVERED GATE
REM
OV
AB
LE B
OLL
AR
D
EXIT GATE EXIT GATE
CONSTRUCTION NOTE FOR BOLLARD AND DOWNPIPE PROTECTION
BOLLARD:
• WHERE PROTECTING A ROLLER DOOR, 219MM BREAKAWAY BOLLARD
• ELSEWHERE, 165MM SURFACE MOUNTED BOLLARD
DOWNPIPE PROTECTION
• 1200MM HIGH GALVANISED MILD STEEL PROTECTION TO EVERY DOWNPIPE LOCATED IN TRAFFICABLE AREAS.
dwg no issuedwn
purpose
CLIENT scale
project no
date
PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER
AS BUILT
NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS
DETERMINED FROM SURVEY INFORMATION PROVIDED BY
SURVEYOR.
DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE
BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING
REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION
IN WHOLE OR PART IS FORBIDDEN.
p 02 9425 1400
m 0404 450 317
w www.pacearchitects.com.au
a Shop 2, 100 Alexander Street, Crows
Nest, NSW 2065
17
As indicated
191127 - CD104AA
APRIL 2021
191127
AS BUILT
SITE SET OUT - SHT 2
BUILDING 2Hollinsworth Road, MarsdenPark, NSW
GRAPHIC SCALE 1:250
0 5 2010 25
1 : 250
WAREHOUSE 2B - SITE PLAN1
GENERAL LEGEND
ADP AWNING DOWN PIPE
ARMCO
DOUBLE ARMCO
AV ALARM VALVE
BV BUILDING VALVE
DF DRINKING FOUNTAIN
DP DOWN PIPE, POWDERCOATED FINISH COLOUR TBC- REFER TO HYDENG'S DETAIL
FH FIRE HYDRANT
FT-2 BLACK CHAINWIRE MESH FENCING WITH AN OVERALL HEIGHT OF2100MM, INCLUDING THREE ROWS OF BARBED WIRE.
LP LIGHT POLE
OF OVER FLOW PIPE
RSD-1 ROLLER SHUTTER DOOR TYPE 1 - 6000mm x 5500mm
RSD-2 ROLLER SHUTTER DOOR TYPE 2 - 2800mm x 3500mm
S.COL STEEL COLUMN TO STRUCT. ENGS. DET
SD STRIP DRAIN
SG-1 SLIDING GATE 1 TO MATCH "DIPLOMAT STYLE PRESSED METAL FENCE"BLACK POWDER COATED FINISH OR EQUAL APPROVED
SMP-2 SUMP - 200x200 DRAIN POINT
NOTES
• STRUCTURAL ELEMENTS/SYSTEMS REFER TO STRUCTURAL ENGINEERS DETAIL
• HYDRAULIC ELEMENTS/SYSTEMS REFER TO HYDRAULIC ENGINEERS DETAIL • EXTERNAL LEVELS, STORMWATER DRAINAGE AND ALL GENERAL CIVIL DETAILS, REFER TO CIVIL CONSULTANTS DETAILS• MECHANICAL ELEMENTS/SYSTEMS REFER TO MECHANICAL ENGINEERS
DETAILS• ELECTRICAL ELEMENTS/SYSTEMS TO ELECTRICAL ENGINEERS DETAILS
REVISION DESCRIPTION DATE
10 2A PRELIMINARY ISSUE - 2 24.06.20
11 ISSUED FOR COORDINATION 06.07.20
12 ISSUED FOR COORDINATION 23.07.20
13 ISSUED FOR REVIEW 22.09.20
14 2B CAR SPACES ADDED 23.09.20
15 AS BUILT ISSUE 02.11.20
16 AS BUILT ISSUE - PARKING UPDATE 12.04.21
17 UPDATED PARKING 2A/2B 05.05.21
S-1
50
0S
-150
0S
-150
0S
-150
0
GOODS
LIFT
GOODS
LIF
T
GOODS
LIFT
2 1
3
GOODS
LIF
T
4
OUT F
EED
Spiralveyor
MCCPower Mains
Conduit
Unloading Conveyor
Gra
vit
y W
heel Exte
ndable
:
24
00-Collapsed, 4300-Exte
nded
800
DC Powered
Grav. Wheel
Gentle Slop Down
2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.12
2.E
2.C
2.B
2.A
2.11
2.D
/R
EF
ER
DR
GF
OR
CO
NT
INU
AT
ION
1C
D2
03
8,075 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200
24
,71
3
GR
IDS
26
,61
024
,78
716
,85
0
RECESSED DOCK
15m AWNING
3m AWNING
2A OFFICE LEVEL 1
WAREHOUSE 2A
15
076
,11
01
50
WAREHOUSE 2AAREA(GFA): 9132.4m2
WA
REH
OU
SE 2
A O
/A
76
,59
0
2,2
73
2,2
73
150
RL 54,600
6000W x 5500HRSD1
6000W x 5500HRSD 1
6000W x 5500HRSD 1
6000W x 5500HRSD 1
6000W x 5500HRSD 1
6000W x 5500HRSD 1
RW
RW
S.COLS.COL
RL 53,300
DP DP DP
DPFHR
FHR
FH FH
FH
FHR
FH
FHRFHR
FHR
4
CD753
1
CD753
S.COLS.COLS.COL
S.COLS.COLS.COL
S.COLS.COLS.COL
S.COLS.COLS.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COLS.COL
S.COL
S.COL
RL 54,600
RW
S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL
S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL
S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL S.COL
RL 54,550
C LC L
C LC L
C LC L
C LC L
14
79,3
63
9,5
15
5,6
88
3,8
27
9,5
15
CO
LUM
NS
9,5
15
3,7
53
5,7
62
9,5
15
9,3
34
17
6
C LC L
C LC L
C LC L
C LC L
C L
20
38,2
53
8,4
57
7,8
00
9,1
13
CO
LUM
NS
8,4
57
9,0
40
7,8
73
16
,60
93
04
SD
2800W x 3500HRSD2
2800W x 3500HRSD2
2800W x 3500HRSD2
2800W x 3500HRSD2
RSD01 RSD08 RSD09RSD05RSD04RSD02 RSD03 RSD06 RSD07 RSD10
D69D70D71
D72
MSSB
D12 D13
D15 D16 D17
D14D11
D19
D18
D20
DPP
DPP
DPP DPP DPP DPP DPP
DPP
OFDP
ADP
ADP
DPOFOF DP
ADP
OF DP
ADP
OF DP
ADP
OF DP
ADP
OFDP
ADP
OF DP
ADP
DPP
OFDP
ADP
FHR
B1 B1B1 B1
B1B1
B1 B1
B1
B1
B1 B1B1 B1
B1 B1 B1
B2 B2 B2B2 B2B2 B2B2
B2 B2
B2B2
B2 B2
B2B2
B2 B2
B2B2
B2 B2
B2B2
B2 B2
B2B2
B2
B2
B2B2
2A-STAIR 1
ARMCO
ARMCO ARMCO ARMCO
?
FT-1
FT-1
FT-1
FT-2 FT-2 FT-2 STAIR 5
FHR
FHR FHR FHR
300
0W
x 6
000
HR
SD
3
DOCK LEVELER'S TO SUIT 2B
FIRST AID
DF
WASTE COMPACTOR SIZE AND LOCATION TBC
3x SYPHONIC
HIGH QUALITY BURNISHED FINISH
UNISEX TOILET
D96
D97
D105
RSD30
SG-3
BG-1
12
,00
012
,60
8
6 BAYS & 6 OUTLETS(EPOXY FLOOR)
TURNING BAY
REM
OV
AB
LE B
OLL
AR
D
CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WALLS
EXTERNAL WALLS
• THE EXPOSED COMPONENTS OF AN EXTERNAL WALL THAT ARE LESS THAN 400mm FROM THE GROUND SHALL BE NON COMBUSTIBLE MATERIAL OR CLADDING THAT IS FIXED EXTERNALLY TO A STEEL FRAMED WALL.
• ALL JOINTS IN THE EXTERNAL WALLS SHALL BE COVERED, SEALED, OVERLAPPED, BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THAN 3mm.
• VENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH A MESH WITH A MAXIMUM APERTURE OF 2mm. EXCEPT WHERE
THE VENTS AND WEEPHOLES HAVE AN APERTURE LESS THAN 3mm, OR ARE LOCATED IN AN EXTERNAL WALL OF A SUBFLOOR SPACE.• EXTERNAL WALLS SHALL BE NON-COMBUSTIBLE. STEEL FRAMED WALLS SHALL BE CLAD EXTERNALLY WITH STEEL SHEETING.• ALL JOINTS IN THE EXTERNAL SURFACE MATERIAL SHALL BE COVERED, SEALED, OVERLAPPED ETC, TO PREVENT GAPS GREATER THAN
3mm.• MESH OR SCREENS COMPLYING WITH THE REQUIREMENTS OF AS 3959 MUST BE INSTALLED TO ALL VENTS, PENETRATIONS, ETC WITH
APERTURE 3mm OR GREATER.
CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR DOORS
DOORS-SIDE HUNG EXTERNAL DOOR AND SLIDING DOORS
DOORS SHALL BE:
DOORS-VEHICLE ACCESS DOORS
• VEHICLE ACCESS DOORS SHALL BE NON-COMBUSTIBLE (METAL)• PANEL LIFT, TILT DOORS OR SIDE-HUNG DOORS SHALL BE FITTED WITH SUITABLE WEATHER STRIPS, DRAUGHT EXCLUDERS, DRAUGHT SEAL OR
GUIDE TRACKS, AS APPROPRIATE TO THE DOOR TYPE, WITH A MAXIMUM GAP NO GREATER THAN 3mm.• ROLLER DOORS SHALL HAVE GUIDE TRACKS WITH A MAXIMUM GAP NO GREATER THAN 3mm AND SHALL BE FITTED WITH A NYLON BRUSH
THAT IS IN CONTACT WITH THE DOOR
• NO VENTILATION SLOTS TO DOORS EXCEPT FOR PUMP ROOM DOOR, WHERE A 2mm MESH IS TO BE FITTED BEHIND SLOTS/ LOUVRES.
• A SOLID TIMBER LAMINATED OR RECONSTITUTED TIMBER DOOR, HAVING A MINIMUM THICKNESS OF 35mm ABOVE THE THRESHOLD• WHERE ANY PART OF THE DOOR FRAME IS LESS THAN 400mm FROM THE GROUND THAT PART OF THE DOOR FRAME SHALL BE MADE FROM
METAL• DOORS INCORPORATING GLAZING SHALL COMPLY WITH THE GLAZING REQUIREMENTS FOR WINDOWS (INCLUDING GLASS SLIDING
DOORS)• DOORS SHALL BE TIGHT FITTING TO THE DOOR FRAME OR ABUTTING DOOR
• ALL GAPS TO BE 3mm OR LESS, AND/OR DRAUGHT EXCLUDER TO BE FITTED AT SILL.
CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WINDOWS
WINDOWS
• FOR WINDOW ASSEMBLIES LESS THAN 400mm FROM THE GROUND, WINDOW FRAMES AND WINDOW JOINERY SHALL BE MADE FROM
METAL.• EXTERNALLY FITTED HARDWARE SHALL BE METAL.• WHERE GLAZING IS LESS THAN 400mm FROM THE GROUND GLAZING SHALL BE GRADE A SAFETY GLASS MINIMUM 4mm THICKNESS.
• NO WINDOWS WILL BE OPENABLE.
CONSTRUCTION NOTE FOR BOLLARD AND DOWNPIPE PROTECTION
BOLLARD:
• WHERE PROTECTING A ROLLER DOOR, 219MM BREAKAWAY BOLLARD
• ELSEWHERE, 165MM SURFACE MOUNTED BOLLARD
DOWNPIPE PROTECTION
• 1200MM HIGH GALVANISED MILD STEEL PROTECTION TO EVERY DOWNPIPE LOCATED IN TRAFFICABLE AREAS.
dwg no issuedwn
purpose
CLIENT scale
project no
date
PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER
AS BUILT
NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS
DETERMINED FROM SURVEY INFORMATION PROVIDED BY
SURVEYOR.
DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE
BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING
REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION
IN WHOLE OR PART IS FORBIDDEN.
p 02 9425 1400
m 0404 450 317
w www.pacearchitects.com.au
a Shop 2, 100 Alexander Street, Crows
Nest, NSW 2065
25
As indicated
191127 - CD202AA
APRIL 2021
191127
AS BUILT
WAREHOUSE 2A - PLAN
BUILDING 2Hollinsworth Road, MarsdenPark, NSW
40 128 16
GRAPHIC SCALE: 1:200
20
1 : 200
WAREHOUSE 2A PLAN1
GENERAL LEGEND
ADP AWNING DOWN PIPE
ARMCO
DOUBLE ARMCO
B1 BOLLARD 165MM SURFACE MOUNTED TYPE 1
B2 BOLLARD 219MM BREAKAWAY TYPE 2
BG-1 BOOMGATE TO MATCH DRIVEWAY WIDTHS
DF DRINKING FOUNTAIN
DP DOWN PIPE, POWDERCOATED FINISH COLOUR TBC- REFER TO HYD ENG'S DETAIL
DPP 1200MM HIGH GALVANISED MILD STEEL DOWN PIPE PROTECTOR REFER TO HYD ENG'SDETAIL
FH FIRE HYDRANT
FHR FIRE HOSE REEL
FT-1 BLACK POWDER COATED "PALISADE STYLE PRESSED METAL FENCE WITH SPEAR TOP @2100mm
FT-2 BLACK CHAINWIRE MESH FENCING WITH AN OVERALL HEIGHT OF 2100MM, INCLUDINGTHREE ROWS OF BARBED WIRE.
OF OVER FLOW PIPE
RW RETAINING WALL
S.COL STEEL COLUMN TO STRUCT. ENGS. DET
SD STRIP DRAIN
SG-3 SWING GATE TO MATCH "DIPLOMAT STYLE PRESSED METAL FENCE
REVISION DESCRIPTION DATE
18 ISSUED FOR COORDINATION 23.07.20
19 ISSUED FOR COORDINATION 31.07.20
20 AS BUILT ISSUE 02.11.20
21 AS BUILT ISSUE - PARKING UPDATE 12.04.21
22 2A RACKING ADDED 22.04.21
23 2A RACKING UPDATED 27.04.21
24 2A RACKING & WORKSTATION 29.04.21
25 UPDATED PARKING 2A/2B 05.05.21
UP
UP
Con ve yo r Ho pp er
1 .1m Bin L if te r
S-1
50
0
Con ve yo r Ho pp er
1 .1m Bin L if te r
S-1
50
0
Con ve yo r Ho pp er
1 .1m Bin L if te r
S-1
50
0
Baler
OutboundSupervisors'
DeskPacking Stations
Sorting Stations
InboundSupervisor's
Desk
QA/VASWorkstations
Inbound Sorting Trolley
Outbound Powered Conveyor - 24m
Returns Sorting Trolley
ReturnsWorkstations
Pedestrian Walkway - 1m Pedestrian Walkway - 1m
PedestrianWalkway -
1m
Future Expansion
2
OutboundStaging
Inbound Area
InboundStaging
OutboundArea
Trolley &Tote
StagingArea
Returns Area
OU
T FE
ED
GOODS
LIFT
GOODS
LIF
T
GOODS
LIFT
2 1
3GOODS
LIF
T4
OUT F
EED
Spiralveyor
MCCPower Mains
Conduit
Unloading Conveyor
Gra
vity W
heel E
xte
nda
ble
:
2400
-Colla
psed
, 4300-
Exte
nde
d
800
DC Powered
Grav. Wheel
Gentle Slop Down
1000
1350
1000
1000
7100
106810 ±100
560
70
50
1005
1000
1000
1350
1000
2851
58
85
1350
1000
RHS 5 0*30 *2.0
Unloading Conveyor
Gra
vity W
heel E
xte
nda
ble
: 240
0-Col
lapse
d, 7
300
-Ex
tende
d
800
588
5
SpiralConveyor
2851
DC Powered
Grav. WheelGentle Slop Down
GOODS
LIFT
GOODS
LIFT
GOODS
LIFT
GOODS
LIFT
CD601
1
CD601 4
CD6013
CD601
2
2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 2.12 2.14 2.15 2.16 2.17 2.18 2.19 2.20 2.21 2.22 2.24 2.25 2.262.13
2.E
2.C
2.B
2.A
OFFICE 2B1/2 STOREY
WAREHOUSE 2AAREA(GFA): 9132.4m2
WA
REH
OU
SE P
AR
TITI
ON
WA
LL
OFFICE 2A2 STOREY
RECESSED DOCK RECESSED DOCK
WAREHOUSE 2BAREA (GFA): 11905.8m2
15m AWNING
3m AWNING 3m AWNING
CD640
2
CD641
1
COMBINED MEZZANINE AND RACKING STRUCTURE
FIRE TRUCK
ZONE
PUMP
ROOM
9,3
57
GRIDS O/A
276,470
8,075 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 11,200 5,880 11,300 11,300 11,300 8,360 12,054 12,000 11,946 12,000 12,000 12,400 12,000 12,000 11,855
2.11
24
,71
326
,61
024
,78
716
,85
014
,90
0
PR
7,3
00
GR
IDS O
/A
92
,96
0
WAREHOUSE O/A
276,950
BOUNDARY BOUNDARY
BOUN
DARY
BO
UN
DA
RY
BOUNDARY BOUNDARY
BO
UN
DA
RY
BO
UN
DA
RY
BOUN
DARY
15m AWNING
2.D
76
,11
0
CD602 3
1CD202
1CD203
CD641
2
CD640
1
PA
RTI
TIO
N F
EN
CE
FST
2,2
73
2.23
CD602
1
CD602
2
CD603
4
CD603
5
CD6036
FH
FH
FHFH
ME
RL 54,600 RL 54,600
9,5
10
9,5
15
5,6
88
3,8
27
9,5
15
9,5
15
3,7
53
5,7
62
9,5
15
9,5
10 FORKLIFT CHARGING BAY
(EPOXY FLOOR)
1,0
92
1,0
02
CD845
1
CD845
2
CD8453
SUBSTATION LOCATION
& SIZE TBC
WASTE AREA
ARMCO ARMCO ARMCO
ARMCO
ARMCO
ARMCO
ARMCO
FT-2FT-2FT-2
FT-2
FT-2
FT-2FT-2FT-2 FT-2
FT-1
FT-1
FT-1
FT-1
FT-2
FT-2
FT-2
1SK15
1SK17
1SK18
1SK20
SG-3
BG-1
ENTRY GATE
EXIT GATE EXIT GATE
REM
OV
AB
LE B
OLL
AR
D
REM
OV
AB
LE B
OLL
AR
D
CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WALLS
EXTERNAL WALLS
• THE EXPOSED COMPONENTS OF AN EXTERNAL WALL THAT ARE LESS THAN 400mm FROM THE GROUND SHALL BE NON COMBUSTIBLE MATERIAL OR CLADDING THAT IS FIXED EXTERNALLY TO A STEEL FRAMED WALL.
• ALL JOINTS IN THE EXTERNAL WALLS SHALL BE COVERED, SEALED, OVERLAPPED, BACKED OR BUTT-JOINTED TO PREVENT GAPS GREATER THAN 3mm.
• VENTS AND WEEPHOLES IN EXTERNAL WALLS SHALL BE SCREENED WITH A MESH WITH A MAXIMUM APERTURE OF 2mm. EXCEPT WHERE
THE VENTS AND WEEPHOLES HAVE AN APERTURE LESS THAN 3mm, OR ARE LOCATED IN AN EXTERNAL WALL OF A SUBFLOOR SPACE.• EXTERNAL WALLS SHALL BE NON-COMBUSTIBLE. STEEL FRAMED WALLS SHALL BE CLAD EXTERNALLY WITH STEEL SHEETING.• ALL JOINTS IN THE EXTERNAL SURFACE MATERIAL SHALL BE COVERED, SEALED, OVERLAPPED ETC, TO PREVENT GAPS GREATER THAN
3mm.• MESH OR SCREENS COMPLYING WITH THE REQUIREMENTS OF AS 3959 MUST BE INSTALLED TO ALL VENTS, PENETRATIONS, ETC WITH
APERTURE 3mm OR GREATER.
CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR DOORS
DOORS-SIDE HUNG EXTERNAL DOOR AND SLIDING DOORS
DOORS SHALL BE:
DOORS-VEHICLE ACCESS DOORS
• VEHICLE ACCESS DOORS SHALL BE NON-COMBUSTIBLE (METAL)• PANEL LIFT, TILT DOORS OR SIDE-HUNG DOORS SHALL BE FITTED WITH SUITABLE WEATHER STRIPS, DRAUGHT EXCLUDERS, DRAUGHT SEAL OR
GUIDE TRACKS, AS APPROPRIATE TO THE DOOR TYPE, WITH A MAXIMUM GAP NO GREATER THAN 3mm.• ROLLER DOORS SHALL HAVE GUIDE TRACKS WITH A MAXIMUM GAP NO GREATER THAN 3mm AND SHALL BE FITTED WITH A NYLON BRUSH
THAT IS IN CONTACT WITH THE DOOR
• NO VENTILATION SLOTS TO DOORS EXCEPT FOR PUMP ROOM DOOR, WHERE A 2mm MESH IS TO BE FITTED BEHIND SLOTS/ LOUVRES.
• A SOLID TIMBER LAMINATED OR RECONSTITUTED TIMBER DOOR, HAVING A MINIMUM THICKNESS OF 35mm ABOVE THE THRESHOLD• WHERE ANY PART OF THE DOOR FRAME IS LESS THAN 400mm FROM THE GROUND THAT PART OF THE DOOR FRAME SHALL BE MADE FROM
METAL• DOORS INCORPORATING GLAZING SHALL COMPLY WITH THE GLAZING REQUIREMENTS FOR WINDOWS (INCLUDING GLASS SLIDING
DOORS)• DOORS SHALL BE TIGHT FITTING TO THE DOOR FRAME OR ABUTTING DOOR
• ALL GAPS TO BE 3mm OR LESS, AND/OR DRAUGHT EXCLUDER TO BE FITTED AT SILL.
CONSTRUCTION NOTE FOR BUSHFIRE BAL 12.5, FOR WINDOWS
WINDOWS
• FOR WINDOW ASSEMBLIES LESS THAN 400mm FROM THE GROUND, WINDOW FRAMES AND WINDOW JOINERY SHALL BE MADE FROM
METAL.• EXTERNALLY FITTED HARDWARE SHALL BE METAL.• WHERE GLAZING IS LESS THAN 400mm FROM THE GROUND GLAZING SHALL BE GRADE A SAFETY GLASS MINIMUM 4mm THICKNESS.
• NO WINDOWS WILL BE OPENABLE.
dwg no issuedwn
purpose
CLIENT scale
project no
date
PACEARCHITECTS A.B.N. 721 5926 6350 BUILDER / PROJECT MANAGER
AS BUILT
NOTE: THE LOCATION OF PROPERTY ALIGNMENTS IS
DETERMINED FROM SURVEY INFORMATION PROVIDED BY
SURVEYOR.
DO NOT SCALE THIS DRAWING. VERIFY ALL DIMENSIONS ON SITE
BEFORE COMMENCING ANY WORK. COPYRIGHT © THIS DRAWING
REMAINS THE PROPERTY OF PACEARCHITECTS. REPRODUCTION
IN WHOLE OR PART IS FORBIDDEN.
p 02 9425 1400
m 0404 450 317
w www.pacearchitects.com.au
a Shop 2, 100 Alexander Street, Crows
Nest, NSW 2065
20
As indicated
191127 - CD201AA
APRIL 2021
191127
AS BUILT
BUILDING 2A AND 2B -
WAREHOUSE PLAN
BUILDING 2Hollinsworth Road, MarsdenPark, NSW
5 2010
GRAPHIC SCALE 1:500
0 30 40 50
1 : 500
BUILDING 2A AND 2B - WAREHOUSE PLAN1
GENERAL LEGEND
ARMCO DOUBLE ARMCO
BG-1 BOOMGATE TO MATCH DRIVEWAY WIDTHS
FH FIRE HYDRANT
FST FIRE SPRINKLER TANK
FT-1 BLACK POWDER COATED "PALISADE STYLE PRESSED METAL FENCE WITH SPEAR TOP @2100mm
FT-2 BLACK CHAINWIRE MESH FENCING WITH AN OVERALL HEIGHT OF 2100MM, INCLUDINGTHREE ROWS OF BARBED WIRE.
SG-3 SWING GATE TO MATCH "DIPLOMAT STYLE PRESSED METAL FENCE
REVISION DESCRIPTION DATE
13 ISSUED FOR COORDINATION 08.05.20
14 ISSUED FOR COORDINATION 22.05.20
15 HYDRAULIC COORDINATION 02.06.20
16 2A PRELIMINARY ISSUE 23.06.20
17 2A PRELIMINARY ISSUE - 2 24.06.20
18 AS BUILT ISSUE 02.11.20
19 2A RACKING ADDED 22.04.21
20 UPDATED PARKING 2A/2B 05.05.21
REVISION 05.05.2021:
• UPDATED PARKIING
Recommended