1 SITE PLAN 1:100 2 GROUND FLOOR & ROOF PLAN 1:100 3 ELEVATIONS 1:100 4 SECTION 1:50
DRAWN BY:SHI EN S3358260
GENERAL NOTES
HORNE STREET
A
71.86M
B
C
D
E
F
G
38230 6372
17250 APPROX
10
9.4
2
2 .5 9 10
6372
FFL 110.25
FALL
17160
CARPARK SPACE (2.6X4.9 TYP.)
NEW FACTORY LOT 51
0°00'00''
RAMP DOWN
1.L 107.12 EX 750Φ S.W PIPE
6
18.288M
17988
180°00'00''
18.288M
5
150 THINCK CONCRETE
GARDEN BED
8
9
10
150 THICK. KERB
D.P 225Φ CLASS X R.C PIPE FALL 1/20
PIT
2.1M(h) CHAIN MESH FENCE
270°00'00''
D.P
D.P PIT
G6
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES
FINISHES SCHEDULE CP.01
NATURAL CONCRETE FINISH
CONC0.1
CARPET COURT,BAYSIGHT 100% Statron Solution Dyed Nylon/ PE
TILE.01
BEAUTMONT TITLES ,Adelaide Natural 450x450 mm FLOOR TILES
BK.01
AUSTRAL RED PIONEER BRICK
2.1M(h) CHAIN MESH FENCE
52 9. 10
52 9. 10
11 1. 03
SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER
60.960M D.P
W.M
13150
G5
11
POP
3000
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS
3112
10 9. 51
P.P
2.1M(h) CHAIN MESH FENCE
EXIST. CONC. FOOT PATH
NATURE STEP
2
7
G4
PIT
GARDEN BED
GARDEN BED
2.1M(h) CHAIN MESH FENCE
EXIST. CONC. FOOT PATH
NATURE STEP
4
11 0. 80
D 1
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION
2.1M(h) CHAIN MESH FENCE
300 WIDE TRENCH AND GRATIC GRATE HEAVY DUTY.CONNECT TO 150Φ PIPE WITH 150Φ CLASS X R.C.P
VEHICLE ENTRY
G3
6372
90°00'00''
PIT
EXISTING 225Φ M.M.B.W SEWER
6372
11 0. 88
51 BANCELL STREET
6372
60.960M
150 Wx 150D KERB & CHANNEL
3
ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS
3253
ADJOINING FACTORY LOT 52
2.1M(h) CHAIN MESH FENCE
2
G2
372
1
1
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT
10 9. 12
15900
11 5. 25
3000
6372
G1
LIST OF ABBREVIATIONS
38650
3048
1
SITE PLAN 1 : 100
A.P C.J D.P E F.A M.B POP P.P V S.C S.B W.M W.B
900 X 900 ACCESS PANEL CONSTRUCTION JOINT DOWN PIPE EXHAUST FALL ARRESTORS METER BOX POP OVERFLOW POWER POLE 50Φ VENT SAW CUT JOINT SWITCH BOX WATER METER WHIRLY BIRD
03
ISSUED FOR GRADING
E.S
A.R
07.06
02
CHECKPLOT
E.S
A.R
31.05
01
CHECKPLOT
E.S
A.R
23.05
ISSUE DESCRIPTION BY CHK DATE
CONSTRUCTURE SET PROPOSED NEW FACTORY DEVELOPMENT 51 Bancell St Campbellfield VIC 3061
SITE PLAN Date
06/06/2013
Drawn by
E.S
Checked by
A.R
Scale
1 : 100
NORTH
A1.01
GENERAL NOTES
A
B
C
D
E
F
G1
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT
G2
ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS
G3
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION
G4
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS
G5
SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER
G6
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES
G
38230 6372
6372
6372
1200
1790 1310
DOUBLE BRICK WALL
2 SAW CUT JOINT(S.C)
17160
16620
4900
C.J
90
C.J
1890
C.J
90
D
TOILET
D
D
1170
5
6
W
TEA
4
TI-02
7
9
TI-03
M DIS&F
G:002
D.P
D G:003 D
W
W
W
W
5
6
7
8
590
2410
550
D HIGH LEVEL WINDOW 10 D.P
5040
470
HIGH LEVEL WINDOW
W 9
430
D.P
W 10
4998
1310
1070 610470610 950 610
6710
FINISHES SCHEDULE
735 1200
850
270
D.P
STAIR 01
UP
1200 4670
D
11
HIGH LEVEL WINDOW W 11
14630
850
5300
38100
B
C
CP.01
NATURAL CONCRETE FINISH
CONC0.1
CARPET COURT,BAYSIGHT 100% Statron Solution Dyed Nylon/ PE
TILE.01
BEAUTMONT TITLES ,Adelaide Natural 450x450 mm FLOOR TILES
BK.01
AUSTRAL RED PIONEER BRICK
270
1 A
W 12
960
CP-01
350
G:001
270
OFFICE
5050
4190
HIGH LEVEL WINDOW 5050
s.c
4
90
813 429 920
3
90
S.B
D
W
2500
90 900
C.J
90
3
830 970
5400
4860 270
2
4270
M.B
1588
970
270 970 270
A1.04
90 900
2000
D2
CONC-01
LODDING BAY MIN 7Mx3.6M
C.J
D
1
A1.04
W 13
FFL 110.25
3600Wx4000H ROOLER DOOR
3610
1790
10790
17160
16750
10250
970
W
1
5050
BRICK PIER
1
960
970
360 UB 45 HIGH LEVEL WINDOW 5050
150UC 23
W
270
6372
270
1
6372
1200
6372
D
E
GROUND FLOOR PLAN 1 : 100
F
G
38230 6372
6372
6372
6372
6372
6372
300
1
F.A
F.A
F.A
F.A
F.A
1200
ADJOINING FACTORY LOT 52 F.A
LIST OF ABBREVIATIONS
R 25 5. T 11 PE L: A R PA
Z.A FLASHING A.P 235
LYSAGHT SHEERLINE @CAPPING
LYSAGHT@Z.A FLASHING
LYSAGHT KLIP-LOK@406 ROOF SHEETING
11 5. 25
16750
Edmonds SupaVent Turbine Ventilator 250mm Bushland WHIRLYBIRD
2 DEGREE
A.P C.J D.P E F.A M.B POP P.P V S.C S.B W.M W.B
900 X 900 ACCESS PANEL CONSTRUCTION JOINT DOWN PIPE EXHAUST FALL ARRESTORS METER BOX POP OVERFLOW POWER POLE 50Φ VENT SAW CUT JOINT SWITCH BOX WATER METER WHIRLY BIRD
03
ISSUED FOR GRADING
E.S
A.R
07.06
02
CHECKPLOT
E.S
A.R
31.05
01
CHECKPLOT
E.S
A.R
23.05
ISSUE DESCRIPTION BY CHK DATE
CONSTRUCTURE SET 1174 460 F.A D.P 300
F.A
F.A V E
D.P
F.A
F.A
F.A 5 13 4. 11
11 4. 65
POP
2
PROPOSED NEW FACTORY DEVELOPMENT 51 Bancell St Campbellfield VIC 3061
D.P
D.P 300
FLOOR & ROOF PLAN
LYSAGHT SHEERLINE® Gutter
2
ROOF PLAN 1 : 100
Date
06/06/2013
Drawn by
A.R
Checked by
E.S
Scale
1 : 100
NORTH
A1.02
GENERAL NOTES
1
600
115.479 LOWER PARAPET WALL LEVEL
F
12
13
W
W
1
2
D
3
W
W
3
4
45mm RADIUS DOWN PIPE
D
D2
150
EXISITING GROUND LINE
2400
W 28 COURSES
W
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION
G4
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS
G5
SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER
G6
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES
LYSAGHT @ SHEERLINE GUTTER
2400
F
F
G3
115.479 LOWER PARAPET LEVEL
28 COURSES
F
F
ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS
116.079 PARAPET WALL LEVEL
2560
F
F
61 COURSES
F
F
5229
BK-01
F
5879
F
F
5829
F
F
F
5229
F
F
F
61 COURSES
F
1800
F
21 COURESES
F
21 COURESES
F
1800
F
28 COURSES
45mm RADIUS DOWN PIPE
F
F
2400
F
110.250 FINISH FLOOR LEVEL
LYSAGHT @ FASCIA PURLIN FP23091
BR-01
LYSAGHT @ FASCIA PURLIN FP23091
G2 3500X4000 HEAVY DUTY POWER COATED ROLLER DOOR
600
90MM STUD WALL ABOVEWINDOW WITH 7.5MM EXTERNAL HARDIETEX PLASTERBOARD
90MM STUD WALL ABOVE WINDOW WITH 7.5MM EXTERNAL HARDIETEX PLASTERBOARD
230mm BRICK PARAPET WALL CAPPED WITH LYSAGHT Z.A CAPPING BRICKWORK TO CHANGE FROM 270 to 230 FULL COURSE ABOVE STEEL COLUMN 7 COURSES
19X235 TIMBER BARGE BOARD
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT
2
230mm BRICK PARAPET WALL CAPPED WITH LYSAGHT Z.A CAPPING BRICKWORK TO CHANGE FROM 270 to 230 FULL COURSE ABOVE STEEL COLUMN
600
116.079 PARAPET WALL LEVEL
1
7 COURSES
2
G1
GROUND LEVEL 110.200
EXISITING GROUND LINE
110.250 FINISH FLOOR LEVEL GROUND LEVEL 110.200
CONCRETE&FOOTING, PER ENGINEERS DESIGN
CONCRETE&FOOTING, PER ENGINEERS DESIGN EXTENT OF RETAINING WALL
East Elevation
1
2
1 : 100
West Elevation 1 : 100
230mm BRICK PARAPET WALL CAPPED WITH LYSAGHT Z.A CAPPING BRICKWORK TO CHANGE FROM 270 to 230 FULL COURSE ABOVE STEEL COLUMN
G
F
E
D
C
B
A 116.079 PARAPET WALL LEVEL
7 COURESES
600
FINISHES SCHEDULE NATURAL CONCRETE FINISH
CONC0.1
CARPET COURT,BAYSIGHT 100% Statron Solution Dyed Nylon/ PE
TILE.01
BEAUTMONT TITLES ,Adelaide Natural 450x450 mm FLOOR TILES
BK.01
AUSTRAL RED PIONEER BRICK
61 COURSES
5229
BR-01
CP.01
EXISITING GROUND LINE
110.250 FINISH FLOOR LEVEL GROUND LEVEL 110.200
CONCRETE&FOOTING, PER ENGINEERS DESIGN
3
EXTENT OF RETAINING WALL
F
F
BR-1
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
10
11
F
1830
1800
F
D
11 23 COURSES
F
10
W 9
D
F
1972
8
F
W.D
2657
7
F
2657
6
F
F
31 COURSES
5
F
F
1972
W
F
23 COURSES
W
2657
W
13 COURSES 10 COURSES
W
F
21 COURSES
W.D
45mm RADIUS DOWN PIPE
7 COURSES
90MM STUD WALL ABOVE WINDOW WITH 7.5MM EXTERNAL HARDIETEX PLASTERBOARD
61 COURSES
LYSAGHT@ Z.A FLASHING
600
LYSAGHT @ FASCIA PURLIN FP23091
G
5229
LYSAGHT@ KLIPLOK406 ROOFING
F
1 : 100
5829
E
21 COURSES
LYSAGHT @ SHEERLINE GUTTER
1114 857
13 COURSES 10 COURSES
110.250 FINISH FLOOR LEVEL
1114 857
EXISITING GROUND LINE
D
31 COURSES
230mm BRICK PARAPET WALL CAPPED WITH LYSAGHT Z.A CAPPING BRICKWORK TO CHANGE FROM 270 to 230 FULL COURSE ABOVE STEEL COLUMN W.D
1800
115.479 LOWER PARAPET WALL LEVEL
C
21 COURSES
116.079 PARAPET WALL LEVEL
B
31 COURSES
A
North Elevation
A.P C.J D.P E F.A M.B POP P.P V S.C S.B W.M W.B
900 X 900 ACCESS PANEL CONSTRUCTION JOINT DOWN PIPE EXHAUST FALL ARRESTORS METER BOX POP OVERFLOW POWER POLE 50Φ VENT SAW CUT JOINT SWITCH BOX WATER METER WHIRLY BIRD
03
ISSUED FOR GRADING
E.S
A.R
07.06
02
CHECKPLOT
E.S
A.R
31.05
01
CHECKPLOT
E.S
A.R
23.05
ISSUE DESCRIPTION BY CHK DATE
GROUND LINE 110.200
CONCRETE&FOOTING, PER ENGINEERS DESIGN
LIST OF ABBREVIATIONS
1200X100 PLATFORM EXIT
CONSTRUCTURE SET 1200X1000 PLATFORM EXIT
PROPOSED NEW FACTORY DEVELOPMENT 51 Bancell St Campbellfield VIC 3061
EXTENT OF RETAINING WALL
4
ELEVATION
South Elevation 1 : 100
Date
06/06/2013
Drawn by
A.R
Checked by
E.S
Scale
1 : 100
NORTH
A1.03
GENERAL NOTES
A
-
B
230mm BRICK PARAPET WALL CAPPED WITH LYSAGHT Z.A CAPPING BRICKWORK TO CHANGE FROM 270 to 230 FULL COURSE ABOVE STEEL COLUMN LYSAGHT@ Z.A FLASHING
---
116.079
F
230mm BRICK PARAPET WALL CAPPED WITH LYSAGHT Z.A CAPPING BRICKWORK TO CHANGE FROM 270 to 230 FULL COURSE ABOVE STEEL COLUMN
G1
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS. THE SPECIFICATIONS AND WITH SUCH TOHER WRITTEN INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT
G2
ANY DISCREPANCY ON THE DRAWINGOR BETWEEN THE DRAWINGS AND/OR THE SPECIFICATION AND/OR THE SPECIFIED SAA SHALL BE REFERRED TO THE ENGINEER AND A WRITTEN INSTRUCTION RECEIVED PRIOR TO PROCEEDING WITH THE WORK. DURING TENDERING THE TENDERER SHALL ASSUME THE LARGER/GREATER CRITERIA IN TERMS OF COST IN THE ABSENCE OF OTHER INSTRUCTIONS
G3
ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT S.A.A CODES INCLUDING ALL AMENDMENTS. AND THE BY LAWS AND ORDINANCES OF THE RELEVANT BUILDING,AUTHORITY, EXCEPT, WHERE VARIED BY THE PROJECT SPECIFICATION
G4
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED ON SITE BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED THE ENGINEERS DRAWINGS ARE NOT TO BE SCALED NO RESPONSIBILITY WILL BE TAKEN BY THE ENGINEER FOR DIMENSIONS OBTAINED BY SCALING THE DRAWINGS
G5
SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER AND BE INCLUDED IN ANY TENDER
G6
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION, ENSURING NO PART SHALL BE OVER-STRESSED DURING CONSTRUCTION ACTIVITIES
G ---
LYSAGHT@ KLIPLOK406 ROOFING
LYSAGHT@ROOF CAPPING
PARAPET WALL LEVEL
19X235 TIMBER BARGE BOARD FLASHING FLANGER ON TENSIONER PAWL WEEP HOLE
C-Purlin Beam @1200 CTS
360 U-BEAM
FIXED TIMBER 90x35
200X10Φ WEB 240x6Φ FLANGE LINTEL BR-01 4000
68 COURSES
5829
FLY BRACE
Roller Door
BR-01
SOFFIT LINING 90MM STUD WALL ABOVE WINDOW WITH 7.5MM EXTERNAL HARDIETEX PLASTERBOARD FLASHING
ARTHITRACE
10MM PLASTERBOARD
BRICK SILL
FINISHES SCHEDULE WEEP HOLE
EXISITING GROUND LINE
110.250 FINISH FLOOR LEVEL
COMPACTED FILL
GROUND LINE 110.200
CP.01
NATURAL CONCRETE FINISH
CONC0.1
CARPET COURT,BAYSIGHT 100% Statron Solution Dyed Nylon/ PE
TILE.01
BEAUTMONT TITLES ,Adelaide Natural 450x450 mm FLOOR TILES
BK.01
AUSTRAL RED PIONEER BRICK
CONCRETE&FOOTING, PER ENGINEERS DESIGN
LIST OF ABBREVIATIONS
1
Section 1 : 50
A.P C.J D.P E F.A M.B POP P.P V S.C S.B W.M
900 X 900 ACCESS PANEL CONSTRUCTION JOINT DOWN PIPE EXHAUST FALL ARRESTORS METER BOX POP OVERFLOW POWER POLE 50Φ VENT SAW CUT JOINT SWITCH BOX WATER METER
03
ISSUED FOR GRADING
E.S
A.R
07.06
02
CHECKPLOT
E.S
A.R
31.05
01
CHECKPLOT
E.S
A.R
23.05
ISSUE DESCRIPTION BY CHK DATE
CONSTRUCTURE SET PROPOSED NEW FACTORY DEVELOPMENT 51 Bancell St Campbellfield VIC 3061
SECTION Date
06/06/2013
Drawn by
E.S
Checked by
A.R
Scale
1 : 50
NORTH
A1.04