51 bancell st architecture

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