1
2
3
4
5
6
7
8
9
10
11
12
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH SITE CONDITIONS AND REFER
ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR PRIOR TO COMMENCING ANY
WORK.
DRAWINGS SHALL NOT BE SCALED.
ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT SPECIFICATION
AND OTHER APPLICABLE CONSULTANTS DRAWINGS & SPECIFICATION. ALL ANOMALIES
SHALL BE REFERED TO THE CONTRACT ADMINISTRATOR FOR CLARIFICATION BEFORE
PUTTING WORK IN HAND.
A
150
10990
A
150
300
150
950
320
30
260
30
DOOR HARDWARE :
BLACK, ARIAL NARROW (BOLD) FONT
LETTERINGS IN WATERPROOF
EXTERNAL GRADE VINYL FILM
ADHERED TO SIGN
105
LEADING LEAF:
NOTE
B
5290
LOCKWOOD MORTICE LOCK: 3P72TSS-A11E
1 x 22401NA/96SS EXTERNAL 224 SERIES PLATE WITH CYLINDER HOLE &
LEVER HANDLE.
1 X 22504NN/96SS INTERNAL 224 SERIES PLATE WITH TURN KNOB &
LEVER HANDLE.
1 x 570 CYLINDER KEYED TO MASTER SYSTEM.
1 x L829-150MCPDP LOCKWOOD CABIN LOCK.
320
E0209
BUILDING
BLOCKWORK OUTLINE
AS SHOWN DASHED
FOR CLARITY
LOCKWOOD SERIES 3572 VESTIBULE ANTILOCKOUT ENTRY DOOR LOCK.
MAX
5mm THICK x 320mm DIA. ALUMINIUM
PLATE / DISK SIGNAGE, WHITE
POWDERCOAT PAINT FINISH.
110
B
FALL
MAX
REINFORCED CONCRETE
ROOF / SLAB PITCHED AT 5
DEGREES
FIXED LEAF:
PUSH/PULLS/HANDLES: (LOCKWOOD 224 SERIES ARTEFACT
RECTANGULAR PLATES)
PLATE: 22424NN-16SS "D PULL" &
PLATE: 22524NN-16SS "D PULL"
PANIC BOLTS: LOCKWOOD, 791-450-SC OR EQUIVALENT TOP & BOTTOM.
1 x L829-150MCPDP LOCKWOOD CABIN LOCK.
105
ALTERNATIVE:
BLACK BACKGROUND WITH
WHITE LETTERINGS
FINAL BUILDING NUMBER &
LOCATION ON EACH BUILDING
TO BE ADVISED BY CLIENT
OUTLINE OF
CONCRETE APRON
BELOW
EACH LEAF:
C
150
KICKPLATE: FULL WIDTH 150mm HIGH STAINLESS STEEL TO INSIDE FACE
OF EACH DOOR.
C
TYPICAL BUILDING SIGNAGE
1050
KEYS:
2 x KEY ALIKE TO MASTER KEY SYSTEM.
DOOR D.01
3795
3
IMPACT AREA
(BLAST SIDE)
1000
D
A001
10990
190
2300
1500
3600
3895
ROOF PLAN
1 : 50
6
1000
3010
1500
2300
D
A002
190
6
A002
1
150
190
190
150
190
190
150
1000
10610
SEAT
E
SEAT
SEAT
SEAT
150x35mm THICK EXTERNAL
GRADE TIMBER CLADDING NEATLY
SCREW BOLTED OVER
BLOCKWORK WALLS.
SEAT
E
SEAT
SEAT
SEAT
190mm CONCRETE BLOCKWORK WALL
4910
4910
5290
BLAST
SIDE
SEAT
SEAT
40 PERSON WAITING BAY
52.10 m²
SEAT
WHERE BUILDING IS
LOCATED AT RIGHTHAND-SIDE OF THE
CONTROL TOWER
SEAT
BLAST
SIDE
SEAT
SEAT
SEAT
40 PERSON WAITING BAY
F
OFF-FORM CONCRETE &
WHITE PAINT FINISH TO
CEILING
WHERE BUILDING IS
LOCATED AT LEFTHAND-SIDE OF THE
CONTROL TOWER
F
190
190
52.10 m²
CONCRETE
D.01
REFER TO DWG.
SB19540-375-C204
190
3450
3550
190
10990
1
A001
FORM 10mm DRIP GROOVE TO
PERIMETER CONCRETE EAVES
OVER HANG SET 50mm IN
FORM EAVES
38mm THICK SOLID CORE DOOR IN
PRESSED METAL DOOR FRAME BMT
1.5mm. PAINT FINISH 180° HINGES.
PROVIDE STAINLESS STEEL CABIN
HOOK WITH WALL MOUNTED CATCH TO
RESTRAIN EACH DOOR IN OPEN
POSITION.
ROOF OVERHANG
3610
G
1200
DOOR STOP
50mm FALL
DOOR STOP
1800
I:\SBIF\Projects\SB19540\Deliverables\Drawings\Arch\Revit\375 Pucka\SB19540-375-A-40 Person waiting bay_CENTRAL.rvt
PROVIDE CLADDING TO TWO
BLAST SIDES ONLY.
3795
NOTE:
REFER TO CIVIL DRAWING
FOR LOCATION /
ORIENTATION AND SETOUT
OF THE BUILDING
FLOOR PLAN
EXTERNAL CONCRETE SOFFIT
UN-PAINTED OFF-FORM
CONCRETE FINISH
2
A001
3600
ARCHITECTURAL NOTES
1
REFLECTED CEILING PLAN
G
1 : 50
REFER TO DRAWING A000 FOR
STANDARD NOTES WHERE APPLICABLE
PROJECT
NORTH
1 : 50
1
1:50
0
1
CLIENT APPROVAL
1
0
B
A
16-01-2012
16-12-2011
02-11-2011
12-08-2011
No
DATE
1
KE
KE
KE
KE
DRAFT.
CHECK
GP
AM
SC
GP
AM
SC
GP
AM
SC
GP
AM
SC
DESIGN
REVIEW
APP'D
P.MGR
APP'D
P.DIR
2
REF.
DRAWING NUMBER
3
1.5
2
2.5m
5
6
7
TITLE
NATIONAL TRAINING AREAS AND RANGES
IMPROVEMENT PROGRAM
DRAWN
DRAFTING CHECK
VY
GP
DESIGNED
DESIGN REVIEW
VY
8
ISSUED FOR CONSTRUCTION
0.5
PROJECT
COPYRIGHT
The concepts and information contained in this document are the
intellectual property of Sinclair Knight Merz. Use or copying of the
document in whole or in part without the written permission of
Sinclair Knight Merz constitutes an infringement of copyright.
REFERENCE DRAWING TITLE
4
1
DEPARTMENT OF DEFENCE
Tel: +61 3 8668 3000
Fax: +61 3 8668 3001
Web: www.skmconsulting.com
ISSUED FOR CONSTRUCTION
ISSUED FOR CONSTRUCTION
ISSUED FOR TENDER
30% DESIGN ISSUE
AMENDMENT
0.5
CLIENT
A.C.N. 001 024 095
Sinclair Knight Merz Pty. Ltd
452 Flinders Street
VIC 3000 AUSTRALIA
H
16/01/2012 6:38:31 PM
3895
GP
9
REVIEWED
PROJECT MANAGER
APPROVED
PROJECT DIRECTOR
AM
16-12-2011
SC
16-12-2011
PUCKAPUNYAL TRAINING AREA
40 PERSON WAITING BAY
PLAN, ROOF & REFLECTED CEILING PLANS
SCALE
As indicated
10
PROJECT No.
SB19540
11
H
DRAWING No.
AMDT
1
375 - A001
12
A1
1
2
3
4
5
6
7
8
9
10
11
12
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH SITE CONDITIONS AND REFER
ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR PRIOR TO COMMENCING ANY
WORK.
DRAWINGS SHALL NOT BE SCALED.
ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT SPECIFICATION
AND OTHER APPLICABLE CONSULTANTS DRAWINGS & SPECIFICATION. ALL ANOMALIES
SHALL BE REFERED TO THE CONTRACT ADMINISTRATOR FOR CLARIFICATION BEFORE
PUTTING WORK IN HAND.
A
A
5 DEG. FALL
REINFORCED CONCRETE
ROOF
REINFORCED CONCRETE
ROOF
RL 2.400
2.400 RL
Springing Ht
5 DEG. FALL
RL 2.400
2.400 RL
Springing Ht
Springing Ht
FORM 10mm DRIP GROOVE TO
PERIMETER CONCRETE EAVES
OVER HANG SET 50mm IN
FORM EAVES
Springing Ht
FORM 10mm DRIP GROOVE TO
PERIMETER CONCRETE EAVES
OVER HANG SET 50mm IN
FORM EAVES
150x35mm THICK EXTERNAL
GRADE TIMBER PLANK
DIRECTLY FIXED TO
BLOCKWORK WALL
150x35mm THICK EXTERNAL
GRADE TIMBER CLADDING
NEATLY SCREW BOLTED
OVER BLOCKWORK WALLS
B
B
RL 0.000
0.000 RL
Finished Slab Level
RL 0.000
0.000 RL
Finished Slab Level
Finished Slab Level
Finished Slab Level
EAST ELEVATION
2
ELEVATION
3
1 : 50
1 : 50
C
C
6
6
A002
A002
ENTRY CANOPY
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
FORM 10mm DRIP GROOVE TO
PERIMETER CONCRETE EAVES
OVER HANG SET 50mm IN
FORM EAVES
2.400 RL
Springing Ht
2.400 RL
RL 2.400
Springing Ht
Springing Ht
150x35mm THICK EXTERNAL
GRADE TIMBER CLADDING
NEATLY SCREW BOLTED OVER
BLOCKWORK WALLS
D
950
750
BALLISTIC GLAZING IN STEEL
WINDOW FRAME PROVIDE
SACRIFICIAL PERSPEX COVER
TO INTERNAL SIDE
REINFORCED CONCRETE
BLOCKWORK WALL
CONCRETE APRON
300
0.000 RL
RL 0.000
0.000 RL
Finished Slab Level
200
Finished Slab Level
Finished Slab Level
WEATHERPROOF DOOR
LOUVRE GRILLES WITH
VERMIN PROOF MESH TO
EXTERNAL
E
1
E
REAR ELEVATION
NORTH ELEVATION
4
I:\SBIF\Projects\SB19540\Deliverables\Drawings\Arch\Revit\375 Pucka\SB19540-375-A-40 Person waiting bay_CENTRAL.rvt
1 : 50
1 : 50
REINFORCE BLOCKWORK WALL
150x35mm THICK EXTERNAL GRADE
TIMBER CLADDING NEATLY SCREW
BOLTED OVER BLOCKWORK
WALLS
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
10mm GROUT
TREATED TIMBER FRAME TO
RECEIVE 10mm CLEAR PERSPEX
PANEL
150x35mm THICK EXTERNAL
GRADE TIMBER CLADDING
NEATLY SCREW BOLTED
OVER BLOCKWORK WALLS
F
2.400 RL
Springing Ht
BALLISTIC GLAZING IN STEEL
WINDOW FRAME (DIEBOLD
AUSTRALIA OR SIMILAR APPROVED)
GLAZING TO COMPLY WITH AS2343.
38mm THICK SOLID CORE
DOOR IN PRESSED METAL
DOOR FRAME
REINFORCED CONCRETE
BLOCKWORK WALL
SEAT
5
CONCRETE PAVING 50mm
FALL AWAY FROM BUILDING
SEAT
A002
PROFILED TREATED TIMBER
FRAME TO CONCEAL WINDOW
FRAME
RL 0.000
Finished Slab Level
Finished Slab Level
G
TYPICAL SECTION
5
TYPICAL WINDOW DETAIL
A002
1 : 50
ISSUED FOR CONSTRUCTION
1 : 10
CLIENT APPROVAL
CLIENT
H
16-01-2012
16-12-2011
02-11-2011
12-08-2011
No
DATE
1
KE
KE
KE
KE
DRAFT.
CHECK
GP
AM
SC
GP
AM
SC
GP
AM
SC
GP
AM
SC
DESIGN
REVIEW
APP'D
P.MGR
APP'D
P.DIR
AMENDMENT
2
PROJECT
NATIONAL TRAINING AREAS AND RANGES
IMPROVEMENT PROGRAM
Tel: +61 3 8668 3000
Fax: +61 3 8668 3001
Web: www.skmconsulting.com
ISSUED FOR CONSTRUCTION
ISSUED FOR CONSTRUCTION
ISSUED FOR TENDER
30% DESIGN ISSUE
REF.
DRAWING NUMBER
3
COPYRIGHT
The concepts and information contained in this document are the
intellectual property of Sinclair Knight Merz. Use or copying of the
document in whole or in part without the written permission of
Sinclair Knight Merz constitutes an infringement of copyright.
REFERENCE DRAWING TITLE
4
5
6
7
TITLE
DEPARTMENT OF DEFENCE
A.C.N. 001 024 095
Sinclair Knight Merz Pty. Ltd
452 Flinders Street
VIC 3000 AUSTRALIA
1
0
B
A
G
REINFORCE BLOCKWORK WALL
150x35mm THICK EXTERNAL GRADE
TIMBER CLADDING NEATLY SCREW
BOLTED OVER BLOCKWORK
WALLS
REINFORCED CONCRETE
SLAB TO ENGINEER'S DETAIL
6
PERSPEX PANEL
FORM 10mm DRIP GROOVE TO
PERIMETER CONCRETE EAVES
OVER HANG SET 50mm IN
FORM EAVES
BALLISTIC GLAZING IN STEEL
WINDOW FRAME PROVIDE
SACRIFICIAL PERSPEX COVER
TO INTERNAL SIDE
0.000 RL
F
PROFILED TREATED TIMBER
FRAME TO CONCEAL WINDOW
FRAME
RL 2.400
Springing Ht
A001
16/01/2012 6:38:23 PM
D
1150
2200
150x35mm THICK EXTERNAL
GRADE TIMBER CLADDING
NEATLY SCREW BOLTED OVER
BLOCKWORK WALLS
DRAWN
DRAFTING CHECK
VY
GP
DESIGNED
DESIGN REVIEW
VY
8
GP
9
REVIEWED
PROJECT MANAGER
APPROVED
PROJECT DIRECTOR
AM
16-12-2011
SC
16-12-2011
PUCKAPUNYAL TRAINING AREA
40 PERSON WAITING BAY
ELEVATIONS
SCALE
As indicated
10
PROJECT No.
SB19540
11
H
DRAWING No.
AMDT
1
375 - A002
12
A1
1
2
3
4
5
6
7
8
9
10
11
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH SITE CONDITIONS AND REFER
ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR PRIOR TO COMMENCING ANY
WORK.
DRAWINGS SHALL NOT BE SCALED.
ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT SPECIFICATION
AND OTHER APPLICABLE CONSULTANTS DRAWINGS & SPECIFICATION. ALL ANOMALIES
SHALL BE REFERED TO THE CONTRACT ADMINISTRATOR FOR CLARIFICATION BEFORE
PUTTING WORK IN HAND.
1500
OVERHANG
2380
ZINCALUME CUSTOM ORB
ROOF CLADDING
A
12
ZINCALUME BARGE &
RIDGE FLASHING
TIMBER FRAMED ROOF
PITCHED AT 5 DEGREES,
REFER TO STRUCTURAL
ENGINEER'S DRAWING
FOR DETAIL
ZINCALUME BARGE & RIDGE
FLASHING
A
TIMBER FASCIA
OUTLINE OF BUILDING
BELOW
600
OVERHANG
FALL 5°
1200
SOLAR PANEL WITH
BRACKET FIXING TO
FLAG POLE
100mm HIGH TOE BOARD
WITH 5mm GAP TO SLAB.
2400
BLASTPROOF GLAZING IN
PRESSED METAL WINDOW
FRAME. GLASS TO COMPLY
WITH AS.1288
600
TIMBER FRAMED ROOF
PITCHED AT 5 DEGREES,
REFER TO STRUCTURAL
ENGINEER'S DRAWING
FOR DETAIL
LEVEL 1
SOLAR POWERED TOP OF
FLAG POLE WARNING
LIGHT REFER TO
ELECTRICAL ENG'S DETAIL
1650
FIXED CHAINLINK FENCE
B
RL 4.000
150X25mm THICK TIMBER
CLADDING NEATLY
SCREWBOLT FIXED OVER
REINFORCED CONCRETE
BLOCKWORK WALL
ROOF PLAN
GALVANISED CHAINLINK
FENCE & GATE
GALVANISED STEEL LADDER &
HANDRAILS (WEBFORGE) TO
COMPLY WITH AS.1657 AND
REFER TO MANUFACTURER'S
DETAIL
900
OUTLINE OF GATE SWING
1 : 50
2100
CHAINLINK GATES
BATTERY BOX REFER
ELECTRICAL DWG.
1000mm WIDE CONCRETE
APRON AROUND CONTROL
TOWER AT MAX. 1:20
GRADIENT
A003
C
REINFORCED CONCRETE
SLAB TO STRUC ENGINEER'S
DETAIL
800
7
Finished Slab Level
2380
390
1600
PA SYSTEM CABINET REFER
TO ELECTRICAL ENGINEERS
DETAIL
390
900
LANDING
BLASTPROOF GLAZING IN
PRESSED METAL WINDOW
FRAME. GLASS TO COMPLY
WITH AS.1288
7
390
SECTION 1
900
A003
CONTROL TOWER
2100
1 : 50
1000
150X25mm THICK TIMBER
CLADDING NEATLY
SCREWBOLT FIXED OVER
REINFORCED CONCRETE
BLOCKWORK WALL
NOM. 8.5M HIGH "LA-MAR
INTERNATIONAL" OR SIMILAR
APPROVED PROPRIETARY
ALUMINUM HINGED BEACON
POST WITH TOP MOUNT
WARNING LIGHT & SOLAR
PANEL REFER TO
ELECTRICAL ENG'S DETAIL.
PROVIDE BRACKET AND ALL
ASSOCIATED FIXINGS
INCLUDING FOOTING TO
ALLOW 90 DEGREE FOLD
DOWN TO MANUFACTURERS
DETAIL.
CONCRETE SLAB VIEWING
PLATFORM. SLAB TO
STRUC. ENGINEER'S
DETAIL
SAFETY BALUSTRADE & GATE
(WEBFORGE) WITH 100mm HIGH KICK PLATE
REFER TO MANUFACTURER'S DETAIL.
10mm MAX. GAP BETWEEN SURFACE OF
PLATEFORM AND BOTTOM OF KICK PLATE
IN ACCORDANCE WITH AS1657-1992
SECTION 3.4.3
GALVANISED STEEL LADDER
(WEBFORGE) TO COMPLY
WITH AS.1657 AND REFER TO
MANUFACTURER'S DETAIL
ZINCALUME BARGE & RIDGE
FLASHING
1 : 50
TIMBER FASCIA
1000
FALL
PA SYSTEM
190
2000
190
1000
190
1000
CONTROL TOWER
F
4.20 m²
CONCRETE
2100
FALL
FALL
LEVEL 1
SOLAR PANEL
& BRACKET
FIXING
1200
(TBC)
FALL
FALL
2400
CL
100
W.3
RL 4.000
LEVEL 1
GALVANISED STEEL LADDER
& HANDRAILS (WEBFORGE)
TO COMPLY WITH AS.1657
AND REFER TO
MANUFACTURER'S DETAIL
17/01/2012 12:44:54 PM
LEVEL 1
150mm WIDE X 25mm THICK
EXTERNAL GRADE TIMBER
CLADDING NEATLY SCREW
BOLTED OVER BLOCKWORK
WALLS AS SPLINTERPROOF
PROTECTION
150X25mm THICK TIMBER
CLADDING NEATLY
SCREWBOLT FIXED OVER
REINFORCED CONCRETE
BLOCKWORK WALL
REINFORCED CONCRETE
BLOCKWORK WALL
SOLAR PANEL WITH FIXING
BRACKET FIXED TO FLAG
POLE
GALVANISED STEEL LADDER &
HANDRAILS (WEBFORGE) TO
COMPLY WITH AS.1657 AND
REFER TO MANUFACTURER'S
DETAIL
NOM. 8.5M HIGH
PROPRIETARY HINGED
FLAG POLE WITH FIXING
BRACKET TO ALLOW 90
DEGREE FOLD DOWN.TO
MANUFACTURERS DETAIL
65°
Finished Slab Level
RL 0.000
RL 0.000
Finished Slab Level
Finished Slab Level
0.000 RL
Finished Slab Level
G
4
NOTE:
REFER TO CIVIL DRAWING FOR
LOCATION / ORIENTATION AND
SETOUT OF THE BUILDING
1
A003
FRONT ELEVATION
5
1 : 50
SIDE ELEVATION 1
FLOOR PLAN - GROUND LEVEL
ISSUED FOR CONSTRUCTION
1 : 50
CLIENT
H
AM
SC
GP
AM
SC
GP
AM
SC
GP
AM
SC
DESIGN
REVIEW
APP'D
P.MGR
APP'D
P.DIR
2
REF.
DRAWING NUMBER
PROJECT
NATIONAL TRAINING AREAS AND RANGES
IMPROVEMENT PROGRAM
3
COPYRIGHT
The concepts and information contained in this document are the
intellectual property of Sinclair Knight Merz. Use or copying of the
document in whole or in part without the written permission of
Sinclair Knight Merz constitutes an infringement of copyright.
REFERENCE DRAWING TITLE
4
5
6
7
TITLE
DEPARTMENT OF DEFENCE
Tel: +61 3 8668 3000
Fax: +61 3 8668 3001
Web: www.skmconsulting.com
ISSUED FOR CONSTRUCTION
ISSUED FOR CONSTRUCTION
ISSUED FOR TENDER
30% DESIGN ISSUE
AMENDMENT
SIDE ELEVATION 2
1 : 50
PROJECT
NORTH
A.C.N. 001 024 095
Sinclair Knight Merz Pty. Ltd
452 Flinders Street
VIC 3000 AUSTRALIA
GP
6
1 : 50
CLIENT APPROVAL
1
4.000 RL
CONCRETE SLAB TO STRUC.
ENGINEER'S DETAIL
FLAG POLE DIRECTION OF
SWING TO LOWERED
POSITION (TO BE
CONFIRMED ON SITE).
DRAFT.
CHECK
W.1
BLASTPROOF GLAZING IN
PRESSED METAL WINDOW
FRAME. GLASS TO COMPLY
WITH AS.1288
GALVANISED CHAINLINK
FENCE & GATE
0.000 RL
PROPRIETARY GALVANISED
STEEL LADDER (WEBFORGE) TO
COMPLY WITH AS.1657 AND REFER
TO MANUFACTURER'S DETAIL
E
F
GRADED CONCRETE PAVING UPTO
ENTRY AT MAX. 1-20 GRADIENT
NOM. 8.5M HIGH "LA-MAR
INTERNATIONAL" OR SIMILAR
APPROVED PROPRIETARY
ALUMINUM HINGED BEACON
POST WITH FLAG,TOP MOUNT
WARNING LIGHT & SOLAR
PANEL REFER TO ELECTRICAL
ENG'S DETAILS. PROVIDE
BRACKET AND ALL
ASSOCIATED FIXINGS
INCLUDING FOOTING TO ALLOW
90 DEGREE FOLD DOWN TO
MANUFACTURERS DETAIL.
DATE
5 DEG. FALL
SPEAKER REFER TO
ELECTRICAL ENG'S DETAIL
190mm CONCRETE BLOCKWORK WALL
GALVANISED CHAINLINK GATE
1000
REINFORCED CONCRETE
FLOOR TO STRUCTURAL
ENG'S DETAIL
150mm WIDE X 25mm THICK EXTERNAL
GRADE TIMBER CLADDING NEATLY
SCREW BOLTED OVER BLOCKWORK
WALLS AS SPLINTERPROOF
PROTECTION
FALL
CL
SAFETY BALUSTRADE & GATE
(WEBFORGE) WITH 100mm
HIGH KICK PLATE REFER TO
MANUFACTURER'S DETAIL.
10mm MAX. GAP BETWEEN
SURFACE OF PLATEFORM AND
BOTTOM OF KICK PLATE IN
ACCORDANCE WITH AS16571992 SECTION 3.4.3
4.000 RL
1000mm WIDE CONCRETE APRON
AROUND CONTROL TOWER AT
MAX. 1:20 GRADIENT
TEMPORARY BATTERY STORE UNDER
No
TIMBER FRAMED ROOF TO
STRUCTURAL ENGINEERS
DETAILS ROOF PITCHED AT 5
DEG.
SPEAKER REFER TO
ELECTRICAL ENG'S DETAIL
BLASTPROOF GLAZING IN
PRESSED METAL WINDOW
FRAME. GLASS TO COMPLY
WITH AS.1288
W.2
A003
KE
KE
KE
KE
TIMBER FRAMED ROOF TO
STRUCTURAL ENGINEERS
DETAILS ROOF PITCHED AT 5
DEG.
8500
NOM.
A003
16-01-2012
16-12-2011
02-11-2011
05-09-2011
ZINCALUME CUSTOM ORB
ROOF CLADDING
SOLAR POWERED TOP OF
FLAG POLE WARNING LIGHT
OR SIMILAR APPROVED
REFER TO ELECTRICAL
ENG'S. DETAILS
TIMBER FASCIA
SPEAKER REFER TO
ELECTRICAL ENG'S DETAIL
7
I:\SBIF\Projects\SB19540\Deliverables\Drawings\Arch\Revit\375 Pucka\SB19540-375-A-Range control tower_CENTRAL.rvt
5°
600
LEVEL 1
2
1
0
B
A
D
FLAG POLE DIRECTION OF
SWING TO LOWERED
POSITION (TO BE
CONFIRMED ON SITE).
ZINCALUME CUSTOM ORB
ROOF CLADDING
E
G
REAR VIEW OF RANGE CONTROL TOWER
SOLAR POWERED (RED 24V
LED IP65 POLE TOP MOUNT
WARNING LIGHT) MECHTRIC:
SIR00LO240R OR SIMILAR
APPROVED
SPEAKER REFER TO ELECTRICAL
ENG'S DETAIL
600
NOM. 8.5M HIGH
PROPRIETARY HINGED
FLAG POLE
8
W.3
4.20 m²
CONCRETE
D
REINFORCED CONCRETE
SLAB & FOUNDATION TO
STRUC. ENGINEER'S
DETAIL
1200
190
W.2
W.1
C
RL 0.000
1500
MIN.
3
A003
600
B
DRAWN
DRAFTING CHECK
VY
GP
DESIGNED
DESIGN REVIEW
VY
8
GP
9
REVIEWED
PROJECT MANAGER
APPROVED
PROJECT DIRECTOR
AM
16-12-2011
SC
16-12-2011
PUCKAPUNYAL TRAINING AREA
DFSW RANGE CONTROL TOWER
PLANS, ELEVATIONS & SECTION
SCALE
1 : 50
10
PROJECT No.
SB19540
11
H
DRAWING No.
AMDT
1
375 - A003
12
A1
1
2
3
4
5
6
7
8
9
10
11
12
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH SITE CONDITIONS AND REFER
ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR PRIOR TO COMMENCING ANY
WORK.
DRAWINGS SHALL NOT BE SCALED.
ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT SPECIFICATION
AND OTHER APPLICABLE CONSULTANTS DRAWINGS & SPECIFICATION. ALL ANOMALIES
SHALL BE REFERED TO THE CONTRACT ADMINISTRATOR FOR CLARIFICATION BEFORE
PUTTING WORK IN HAND.
A
A
B
B
LINE OF SIGHT - LEFT WING OF CONTROL TOWER
2
3
A004
C
LINE OF SIGHT - CENTER OF CONTROL TOWER
A004
7
6
LINE OF SIGHT - RIGHT WING OF CONTROL TOWER
4
A004
5
4
3
2
C
1
D
D
22
A004
FRONT ELEVATION
1 : 200
1
2
E
3
12000
4
12000
4500
3000
5
12000
2000
5000
2000
3000
6
12000
2000
5000
2000
3000
7
12000
2000
5000
E
12000
9500
8000
1200
1200
F
17895
2475
14280
4065
FLAG POLE DIRECTION
OF SWING TO
LOWERED POSITION
TO BE CONFIRMED ON
SITE
G
G
C
1
A004
DFSW RANGE - FIRING LINE LAYOUT PLAN
1 : 200
ISSUED FOR CONSTRUCTION
CLIENT APPROVAL
CLIENT
0
B
A
1
16-01-2012
16-12-2011
02-11-2011
12-10-2011
No
DATE
1
KE
KE
KE
KE
DRAFT.
CHECK
GP
AM
SC
GP
AM
SC
GP
AM
SC
GP
AM
SC
DESIGN
REVIEW
APP'D
P.MGR
APP'D
P.DIR
AMENDMENT
2
PROJECT
NATIONAL TRAINING AREAS AND RANGES
IMPROVEMENT PROGRAM
Tel: +61 3 8668 3000
Fax: +61 3 8668 3001
Web: www.skmconsulting.com
ISSUED FOR CONSTRUCTION
ISSUED FOR CONSTRUCTION
ISSUED FOR TENDER
90% DESIGN ISSUE
REF.
DRAWING NUMBER
3
COPYRIGHT
The concepts and information contained in this document are the
intellectual property of Sinclair Knight Merz. Use or copying of the
document in whole or in part without the written permission of
Sinclair Knight Merz constitutes an infringement of copyright.
REFERENCE DRAWING TITLE
4
5
6
7
TITLE
DEPARTMENT OF DEFENCE
A.C.N. 001 024 095
Sinclair Knight Merz Pty. Ltd
452 Flinders Street
VIC 3000 AUSTRALIA
H
16/01/2012 6:19:21 PM
F
B
2640
I:\SBIF\Projects\SB19540\Deliverables\Drawings\Arch\Revit\375 Pucka\SB19540-375-A004 SITE LAYOUT.rvt
A
DRAWN
DRAFTING CHECK
VY
GP
DESIGNED
DESIGN REVIEW
VY
8
GP
9
REVIEWED
PROJECT MANAGER
APPROVED
PROJECT DIRECTOR
AM
16-12-2011
SC
16-12-2011
PUCKAPUNYAL TRAINING AREA
DFSW RANGE - SITE LAYOUT PLAN
& PERSPECTIVE VIEWS
SCALE
1 : 200
10
PROJECT No.
SB19540
11
H
DRAWING No.
AMDT
1
375 - A004
12
A1
1
2
3
NOM. 6.0M HIGH "LA-MAR
INTERNATIONAL" OR
SIMILAR APPROVED
PROPRIETARY ALUMINUM
HINGED BEACON POST WITH
FLAG, WARNING LIGHT
REFER ELECTRICAL DETAIL
AND ALL ASSOCIATED
FIXINGS INCLUDING FOOTING
TO ALLOW 90 DEGREE FOLD
DOWN TO MANUFACTURERS
DETAIL.
A
2
4
5
7
8
9
10
11
12
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH SITE CONDITIONS AND REFER
ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR PRIOR TO COMMENCING ANY
WORK.
DRAWINGS SHALL NOT BE SCALED.
ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT SPECIFICATION
AND OTHER APPLICABLE CONSULTANTS DRAWINGS & SPECIFICATION. ALL ANOMALIES
SHALL BE REFERED TO THE CONTRACT ADMINISTRATOR FOR CLARIFICATION BEFORE
PUTTING WORK IN HAND.
NOM. 6.0M HIGH "LA-MAR
INTERNATIONAL" OR
SIMILAR APPROVED
PROPRIETARY ALUMINUM
HINGED BEACON POST WITH
FLAG, WARNING LIGHT
REFER ELECTRICAL DETAIL
AND ALL ASSOCIATED
FIXINGS INCLUDING FOOTING
TO ALLOW 90 DEGREE FOLD
DOWN TO MANUFACTURERS
DETAIL.
1
6
A
C
5
A005
A
SKILLION METAL ROOF
CLADDING AS SPECIFIED
PITCHED AT 5 DEGREES
MIN.
Springing Ht
Springing Ht
2400
2400
B
B
2300 NOM.
FULL HEIGHT
CLADDING AS
SPECIFIED
BATTERY BOX
Finished Slab Level
20
100
CLEAR POLYCARBONATE
CLADDING
Finished Slab Level
0
0
SIDE ELEVATION
3
C
A005
4
A005
1 : 50
A
7
VIEW OF SENTRY BOX
C
A005
1 : 50
C
NOTES
1
REINFORCED CONCRETE SLAB - REFER TO
STRUCTURAL DRAWINGS.
2
PROPRIETARY SHELTER FRAME, CLADDING
SUPPLIED BY LANDMARK PRODUCTS LTD
OR EQUAL APPROVED. PROVIDE DETAILS
OF SUPPLIER & SHELTER WITH TENDER
3
ALL STEEL FRAMEWORK TO BE
GALVANISED FINISH AND WALL / ROOF
CLADDING TO BE ZINCALUME CUSTOM ORB
FINISH
4
BENCH SEATS - EQUAL TO LANDMARK
PRODUCTS LTD MODIFIED K001
TAMWORTH BENCH SEATS WITH OILED
SALIGNA BOARDS & HDG STEEL
CONSTRUCTION & HOLD DOWN BOLTS OR
EQUAL APPROVED.
500
500
500
METAL ROOF CLADDING AS
SPECIFIED.
ROOF PITCHED AT 5 DEGREES
MIN. WITH NO EAVES GUTTER
1
FALL
D
FRONT ELEVATION
5
REFER TO CIVIL ENGINEER'S DRAWING
FOR LOCATION & ORIENTATION OF
SHELTER.
PROPRIETARY GALVANISED ROOF
PURLINS REFER MANUFACTURER
FOR DETAILS
ZINCALUME CUSTOM ORB
ROOF CLADDING
500
2
D
A
Springing Ht
ROOF PLAN
A005
E
1 : 50
PROPRIETARY GALVANISED
STEEL FRAMEWORK, REFER
TO MANUFACTURER'S
DETAIL
1
C
O
L
2
E
2400
C
2100
50
2000
ZINCALUME CUSTOM
ORB WALL CLADDING
HORIZONTAL OR
VERTICAL
ONE SHEET HIGH CLEAR
POLYCARBONATE
CLADDING TO BOTH
SIDES
50
EDGE OF THE CONCRETE SLAB
TO ENGINEER'S DETAIL.
30mm FALL TO ALL SIDES
PROPRIETARY BENCH
SEATING AS SPECIFIED
F
L
CO
30mm
FALL
OUTLINE OF ROOF OVERHANG
2000
4 m²
CONCRETE
(TBC)
50
2
G
L
CO
PROPRIETARY TIMBER
SLATTED BENCH SEATS
1800mm LONG
EXPRESSED PROPRIETARY
COLUMNS WITH BASE
PLATES BOLTED TO SLAB
(TYPICAL)
TYP.
Finished Slab Level
NOM. 6.0M HIGH "LA-MAR
INTERNATIONAL" OR
SIMILAR APPROVED
PROPRIETARY ALUMINUM
HINGED BEACON POST WITH
FLAG, WARNING LIGHT
REFER ELECTRICAL DETAIL
AND ALL ASSOCIATED
FIXINGS INCLUDING FOOTING
TO ALLOW 90 DEGREE FOLD
DOWN TO MANUFACTURERS
DETAIL.
1800
5
6
A005
5
A005
A005
A005
TYPICAL SECTION
6
A005
1 : 20
12/12/2011 10:33:08 AM
No
DATE
1
KE
AM
SC
DRAFT.
CHECK
DESIGN
REVIEW
APP'D
P.MGR
APP'D
P.DIR
AM
SC
1 : 10
CLIENT
H
GP
TYPICAL DETAILS
ISSUED FOR CONSTRUCTION
AMENDMENT
2
PROJECT
NATIONAL TRAINING AREAS AND RANGES
IMPROVEMENT PROGRAM
Tel: +61 3 8668 3000
Fax: +61 3 8668 3001
Web: www.skmconsulting.com
ISSUED FOR CONSTRUCTION
ISSUED FOR TENDER
90% DESIGN ISSUE
REF.
DRAWING NUMBER
3
COPYRIGHT
The concepts and information contained in this document are the
intellectual property of Sinclair Knight Merz. Use or copying of the
document in whole or in part without the written permission of
Sinclair Knight Merz constitutes an infringement of copyright.
REFERENCE DRAWING TITLE
4
5
6
7
TITLE
DEPARTMENT OF DEFENCE
A.C.N. 001 024 095
Sinclair Knight Merz Pty. Ltd
452 Flinders Street
VIC 3000 AUSTRALIA
KE
KE
KE
G
1 : 50
CLIENT APPROVAL
16-12-2011
02-11-2011
05-09-2011
2
0
FLOOR PLAN
1
0
B
A
PROPRIETARY
STEEL CLADDING
SUPPORTS
EXPRESSED
COLUMN
20mm GAP
PROPRIETARY WALL FRAMING
FOR CLADDING SUPPORT
SENTRY BOX
L
CO
REINFORCED CONCRETE
SLAB TO STRUC.
ENGINEER'S DRAWING
100
OPEN
100
50
1
L
CO
F
EDGE OF SLAB
BELOW
ONE SHEET HIGH METAL
CLADDING TO THREE SIDES
METAL WALL CLADDING
HORIZONTAL OR VERTICAL IN
BETWEEN COLUMNS REFER TO
MANUFACTURER FOR DETAIL
C
O
L
A
2100
I:\SBIF\Projects\SB19540\Deliverables\Drawings\Arch\Revit\375 Pucka\SB19540-375-A-Sentry Shelter 2x2_CENTRAL.rvt
FULL HEIGHT ZINCALUME
CUSTOM ORB WALL
CLADDING
DRAWN
DRAFTING CHECK
VY
GP
DESIGNED
DESIGN REVIEW
VY
8
GP
9
REVIEWED
PROJECT MANAGER
APPROVED
PROJECT DIRECTOR
AM
16-12-2011
SC
16-12-2011
PUCKAPUNYAL TRAINING AREA
SENTRY BOX
PLANS, ELEVATIONS, SECTION & DETAILS
SCALE
As indicated
10
PROJECT No.
SB19540
11
H
DRAWING No.
AMDT
0
B
375 - A005
12
A1
1
2
3
4
5
6
7
8
9
10
11
12
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH SITE CONDITIONS AND REFER
ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR PRIOR TO COMMENCING ANY
WORK.
DRAWINGS SHALL NOT BE SCALED.
ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT SPECIFICATION
AND OTHER APPLICABLE CONSULTANTS DRAWINGS & SPECIFICATION. ALL ANOMALIES
SHALL BE REFERED TO THE CONTRACT ADMINISTRATOR FOR CLARIFICATION BEFORE
PUTTING WORK IN HAND.
2
C
B
A
A006
A
A
Roof pitch
2400
B
B
Slab level
0
1
FRONT ELEVATION
5
4
A006
VIEW OF BATTLE HIDE SHELTER
1 : 50
A006
3
2
1
C
C
A
B
C
Roof pitch
500
6000
500
2400
500
ZINCALUME CUSTOM ORB
ROOFING AS SPECIFIED FIX TO
PROPRIETARY ROOF FRAME
ROOF PITCHED AT 5 DEGREES
WITH NO EAVES GUTTER
1
3000
1
6000
D
D
Slab level
0
3000
ROOF FALL
2
A006
500
E
3
A006
1 : 50
1
ROOF PLAN
A
2
3
E
1
1 : 100
C
O
L
3
SIDE ELEVATION
6
NOTE:
ZINCALUME CUSTOM ORB
ROOFING AS SPECIFIED FIX TO
PROPRIETARY ROOF FRAME
ROOF PITCHED AT 5 DEGREES
WITH NO EAVES GUTTER
REFER CIVIL ENGINEER'S DRAWING FOR
LOCATION(S) OF THE SHELTER.
A006
C
CLADDING
3000
L
CO
2
L
CO
OPEN
OPEN
73 m²
CONCRETE
L
CO
Roof pitch
PROPRIETARY SHELTER
STRUCTURE REFER TO THE
MANUFACTURER'S DETAILS
L
CO
EDGE OF SLAB
BELOW
ZINCALUME CUSTOM
ORB WALL CLADDING
AS SPECIFIED TO 3No.
SIDES FIXED TO STEEL
PROPRIETARY FRAME
REINFORCED
CONCRETE SLAB TO
STRUCTURAL
ENGINEER'S DRAWING
PROVIDE 100mm DEEP 50mm
AGGREGATE ON
GEOTEXTILE FABRIC MATCH
TO SURROUNDING LEVEL
BEHIND SHELTER
REINFORCED CONCRETE
SLAB TO STRUC.
ENGINEER'S DRAWING
3000
G
ROCKS
3
TYPICAL SECTION
2
A006
7
A006
1 : 50
17/01/2012 12:40:11 PM
No
DATE
1
KE
KE
KE
KE
DRAFT.
CHECK
GP
AM
SC
GP
AM
SC
GP
AM
SC
GP
AM
SC
DESIGN
REVIEW
APP'D
P.MGR
APP'D
P.DIR
ALL STEEL FRAMEWORK TO BE
GALVANISED FINISH AND WALL / ROOF
CLADDING TO BE ZINCALUME CUSTOM ORB
FINISH
4
BENCH SEATS - EQUAL TO LANDMARK
PRODUCTS LTD MODIFIED K001
TAMWORTH BENCH SEATS WITH OILED
SALIGNA BOARDS & HDG STEEL
CONSTRUCTION & HOLD DOWN BOLTS OR
EQUAL APPROVED.
5
REFER TO CIVIL ENGINEER'S DRAWING
FOR LOCATION & ORIENTATION OF
SHELTER.
G
TYPICAL DETAIL
1 : 10
ISSUED FOR CONSTRUCTION
1 : 100
CLIENT
H
16-01-2012
16-12-2011
02-11-2011
25-08-2011
3
F
FLOOR PLAN
AMENDMENT
2
PROJECT
NATIONAL TRAINING AREAS AND RANGES
IMPROVEMENT PROGRAM
Tel: +61 3 8668 3000
Fax: +61 3 8668 3001
Web: www.skmconsulting.com
ISSUED FOR CONSTRUCTION
ISSUED FOR CONSTRUCTION
ISSUED FOR TENDER
30% DESIGN ISSUE
REF.
DRAWING NUMBER
3
COPYRIGHT
The concepts and information contained in this document are the
intellectual property of Sinclair Knight Merz. Use or copying of the
document in whole or in part without the written permission of
Sinclair Knight Merz constitutes an infringement of copyright.
REFERENCE DRAWING TITLE
4
5
6
7
TITLE
DEPARTMENT OF DEFENCE
A.C.N. 001 024 095
Sinclair Knight Merz Pty. Ltd
452 Flinders Street
VIC 3000 AUSTRALIA
0
B
A
PROPRIETARY SHELTER FRAME, CLADDING
SUPPLIED BY LANDMARK PRODUCTS LTD
OR EQUAL APPROVED. PROVIDE DETAILS
OF SUPPLIER & SHELTER
CLADDING
CLIENT APPROVAL
1
2
1500
PROVIDE 100mm DEEP 50mm
AGGREGATE ON GEOTEXTILE
FABRIC MATCH TO
SURROUNDING LEVEL BEHIND
SHELTER
A006
2
L
CO
CLADDING
1
REINFORCED CONCRETE SLAB - REFER TO
STRUCTURAL DRAWINGS.
0
EXPOSED STEEL
CLADDING & FRAMING
L
CO
PROPRIETARY
STEEL CLADDING
SUPPORTS
EXPRESSED
COLUMN
Slab level
LINE OF ROOF
OVERHANG
L
CO
1
2400
L
CO
BATTLE HIDE SHELTER
L
CO
1
OPEN
1
6000
NOTES
OPEN
100
F
PROPRIETARY STEEL
COLUMNS, WALL AND
ROOF FRAMEWORKS
CLADDING
6000
ZINCALUME CUSTOM
ORB WALL CLADDING
HORIZONTAL OR
VERTICAL
100
B
500
5.00°
A
NORTH
500
C
O
L
2
1000
I:\SBIF\Projects\SB19540\Deliverables\Drawings\Arch\Revit\375 Pucka\SB19540-375-A-12X6 Battle Hide-CENTRAL.rvt
THE SHELTER (OR OPEN END)TO BE
SITUATED NORTH FACING.
DRAWN
DRAFTING CHECK
VY
GP
DESIGNED
DESIGN REVIEW
VY
8
GP
9
REVIEWED
PROJECT MANAGER
APPROVED
PROJECT DIRECTOR
AM
16-12-2011
SC
16-12-2011
PUCKAPUNYAL TRAINING AREA
BATTLE HIDE SHELTERS
PLANS, ELEVATIONS, SECTION & DETAIL
SCALE
As indicated
10
PROJECT No.
SB19540
11
H
DRAWING No.
AMDT
1
375 - A006
12
A1
1
2
3
4
5
6
7
8
9
10
11
12
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH SITE CONDITIONS AND REFER
ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR PRIOR TO COMMENCING ANY
WORK.
DRAWINGS SHALL NOT BE SCALED.
ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT SPECIFICATION
AND OTHER APPLICABLE CONSULTANTS DRAWINGS & SPECIFICATION. ALL ANOMALIES
SHALL BE REFERED TO THE CONTRACT ADMINISTRATOR FOR CLARIFICATION BEFORE
PUTTING WORK IN HAND.
A
A
150
FALL 5°
2390
FALL 5°
150
790
B
REINFORCED CONCRETE
ROOF PITCHED AT 5
DEGREES, REFER TO
STRUCTURAL ENGINEER'S
DRAWING FOR DETAIL
600
B
CONCRETE APRON PAVING
BELOW
ROOF PLAN
3
A007
150
2590
150
1 : 50
C
C
REINFORCED CONCRETE
ROOF OVERHANG
5 DEG. FALL
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
RL 2.800
2.800 RL
FALL
Springing Ht
10mm DRIP GROOVE
TO PERIMETER OF
EAVES OVER HANG.
SET 50mm IN FROM
EAVES
INTERNAL CONCRETE
SOFFIT UN-PAINTED
AMMO & DMEO BAY
150X25mm AS
SPLINTERPROOF
PROTECTION
190 BLOCKWORK
WALLS WITH TIMBER
CLADDING
4.86 m²
D
Springing Ht
FORM 10mm DRIP GROOVE TO
PERIMETER CONCRETE EAVES
OVER HANG SET 50mm IN
FORM EAVES
D
10mm DRIP GROOVE
TO PERIMETER OF
EAVES OVER HANG.
SET 50mm IN FROM
EAVES
OPEN
0.000 RL
DMEO BOX
Finished Slab Level
RL 0.000
Finished Slab Level
REFLECTED CEILING PLAN
2
A007
1 : 50
5
SIDE ELEVATION
8
VIEW OF AMMUNITION & DMEO BAY
1 : 50
E
E
7
A007
7
1000
3190
190
190
600
1000
190
FALL
150mm WIDE X 25mm THICK EXTERNAL
GRADE TIMBER CLADDING NEATLY
SCREW BOLTED OVER BLOCKWORK
WALLS AS SPLINTERPROOF
PROTECTION
1000mm WIDE CONCRETE
APRON ALL OTHER SIDES
LOCKWOOD 791-450-SC
PANIC BOLT TO EACH GATE
0.000 RL
Springing Ht
10mm DRIP GROOVE
TO EAVE OVERHANG
150mm WIDE X 25mm THICK EXTERNAL
GRADE TIMBER CLADDING NEATLY
SCREW BOLTED OVER BLOCKWORK
WALLS AS SPLINTERPROOF
PROTECTION
1000
4.86 m²
CONCRETE
REINFORCED CONCRETE
BLOCKWORK WALL TO
STRUC. ENGINEER'S
DRAWING FOR DETAIL
BENCH SEAT
1200mm WIDE CONCRETE
APRON TO FRONT
RL 0.000
Finished Slab Level
CONCRETE APRON PAVING
GRADE TOP SURFACE 20mm
FALL AWAY FROM BUILDING
4
Finished Slab Level
FRONT ELEVATION
7
A007
1 : 50
FLOOR PLAN - AMMUNITION & DMEO KIT BAY
1 : 50
F
1000mm WIDE CONCRETE
APRON ALL OTHER SIDES
RL 0.000
Finished Slab Level
150mm WIDE X 25mm THICK
EXTERNAL GRADE TIMBER
CLADDING NEATLY SCREW
BOLTED OVER BLOCKWORK
WALLS AS SPLINTERPROOF
PROTECTION
GRADED CONCRETE PAVING UPTO
ENTRY AT MAX. 1-20 GRADIENT
PROVIDE LOCKWOOD L829 -150 MCPDP
CABIN HOOK AND WALL FIXING TO
RESTRAIN EACH GATE IN OPEN
POSITION.
A007
600
FALL
AMMO & DMEO BAY
RL 2.800
Springing Ht
REINFORCED CONCRETE
BLOCKWORK WALL
10mm DRIP GROOVE
TO PERIMETER OF
EAVES OVER HANG.
SET 50mm IN FROM
EAVES
790
190
2200
2390
FALL
PROPRIETARY ALUMINIUM
SLATTED BENCH SEAT ON
HOP DIP GALVANISED FRAME
(2000mm LENGTH)
1
Springing Ht
SEAT
FALL
G
FALL
DMEO
BAY
RL 2.800
2.800 RL
190
FALL
190mm CONCRETE
BLOCKWORK WALL
F
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
1000
2210
1000
190
1200
I:\SBIF\Projects\SB19540\Deliverables\Drawings\Arch\Revit\375 Pucka\SB19540-375-A-Ammo and Demeo Bay_CENTRAL.rvt
A007
SECTION 1
G
1 : 50
NOTE:
REFER TO CIVIL DRAWING FOR
LOCATION / ORIENTATION AND
SETOUT OF THE BUILDING
PROJECT
NORTH
ISSUED FOR CONSTRUCTION
12/12/2011 10:19:51 AM
CLIENT APPROVAL
CLIENT
H
0
B
A
16-12-2011
02-11-2011
05-09-2011
No
DATE
1
KE
KE
KE
DRAFT.
CHECK
GP
AM
SC
GP
AM
SC
GP
AM
SC
DESIGN
REVIEW
APP'D
P.MGR
APP'D
P.DIR
AMENDMENT
2
PROJECT
NATIONAL TRAINING AREAS AND RANGES
IMPROVEMENT PROGRAM
Tel: +61 3 8668 3000
Fax: +61 3 8668 3001
Web: www.skmconsulting.com
ISSUED FOR CONSTRUCTION
ISSUED FOR TENDER
30% DESIGN ISSUE
REF.
DRAWING NUMBER
3
COPYRIGHT
The concepts and information contained in this document are the
intellectual property of Sinclair Knight Merz. Use or copying of the
document in whole or in part without the written permission of
Sinclair Knight Merz constitutes an infringement of copyright.
REFERENCE DRAWING TITLE
4
5
6
7
TITLE
DEPARTMENT OF DEFENCE
A.C.N. 001 024 095
Sinclair Knight Merz Pty. Ltd
452 Flinders Street
VIC 3000 AUSTRALIA
DRAWN
DRAFTING CHECK
VY
GP
DESIGNED
DESIGN REVIEW
VY
8
GP
9
REVIEWED
PROJECT MANAGER
APPROVED
PROJECT DIRECTOR
AM
16-12-2011
SC
16-12-2011
PUCKAPUNYAL TRAINING AREA
AMMUNITION AND DMEO KIT BAY
PLANS, ELEVATIONS, SECTION & 3D VIEW
SCALE
1 : 50
10
PROJECT No.
SB19540
11
H
DRAWING No.
AMDT
0
B
375 - A007
12
A1
1
2
3
4
5
6
7
8
9
10
11
12
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH SITE CONDITIONS AND REFER
ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR PRIOR TO COMMENCING ANY
WORK.
DRAWINGS SHALL NOT BE SCALED.
ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT SPECIFICATION
AND OTHER APPLICABLE CONSULTANTS DRAWINGS & SPECIFICATION. ALL ANOMALIES
SHALL BE REFERED TO THE CONTRACT ADMINISTRATOR FOR CLARIFICATION BEFORE
PUTTING WORK IN HAND.
A
A
B
B
VIEW OF AMMUNITION BULK STORE & PRODUCE BAY
7
C
6
C
A008
REINFORCED CONCRETE ROOF
PITCHED AT 5 DEG.
RL 2.800
2.800 RL
2390
150
Springing Ht
150
150
FALL 5 DEGREES
RL 2.800
Springing Ht
Springing Ht
10mm DRIP GROOVE
TO PERIMETER OF
EAVES OVER HANG.
SET 50mm IN FROM
EAVES
REINFORCED INSITU
CONCRETE ROOF PITCHED
AT 5 DEGREES. REFER TO
STRUC ENGINEER'S
DRAWING FOR DETAIL
10mm DRIP GROOVE
TO PERIMETER OF
EAVES OVER HANG.
SET 50mm IN FROM
EAVES
TIMBER BOARD LINING SCREW
BOLT NEATLY FIXED OVER
BLOCKWORK WALLS AS
SPLINTERPROOF PROTECTION
TIMBER BOARD LINING SCREW
BOLT NEATLY FIXED OVER
BLOCKWORK WALLS AS
SPLINTERPROOF PROTECTION
BUILDING
BLOCKWORK OUTLINE
AS SHOWN DASHED
FOR CLARITY
5 DEG. FALL
2.800 RL
Springing Ht
REINFORCED CONCRETE
BLOCKWORK WALL
LOCKWOOD 791-450-SC
PANIC BOLT TO EACH GATE
0.000 RL
1000mm WIDE CONCRETE
APRON
RL 0.000
Finished Slab Level
D
RL 0.000
0.000 RL
Finished Slab Level
Finished Slab Level
Finished Slab Level
600
2390
D
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
ROOF PLAN
2
A008
FRONT ELEVATION
4
1 : 50
5
1 : 50
SIDE ELEVATION
1 : 50
E
E
6
1000
2390
190
2010
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
1000
NOTES
190
20mm FALL
(TYPICAL)
FALL
TIMBER BOARD LINING SCREW BOLT
NEATLY FIXED OVER BLOCKWORK
WALLS AS SPLINTERPROOF PROTECTION
600
2No. 1190x2800H CHAIN WIRE
GATES ON NOM. 50mm DIA.
PIPE FRAME & 3No. 270°
HINGES PER LEAF
FALL
10mm DRIP GROOVE
TO PERIMETER OF
EAVES OVER HANG.
SET 25mm IN FROM
EAVES
INTERNAL CONCRETE
SOFFIT UN-PAINTED
TIMBER BOARD LINING
SCREW BOLT NEATLY FIXED
OVER BLOCKWORK WALLS
AS SPLINTERPROOF
PROTECTION
No
DATE
1
KE
KE
KE
OPEN END
FORM 10mm DRIP GROOVE TO
PERIMETER CONCRETE EAVES
OVER HANG SET 50mm IN
FORM EAVES
6
A008
3
A008
1 : 50
DRAFT.
CHECK
GP
AM
SC
AM
SC
GP
AM
SC
DESIGN
REVIEW
APP'D
P.MGR
APP'D
P.DIR
2
DRAWING NUMBER
3
1 : 50
ISSUED FOR CONSTRUCTION
CLIENT
5
6
7
TITLE
DEPARTMENT OF DEFENCE
PROJECT
NATIONAL TRAINING AREAS AND RANGES
IMPROVEMENT PROGRAM
COPYRIGHT
The concepts and information contained in this document are the
intellectual property of Sinclair Knight Merz. Use or copying of the
document in whole or in part without the written permission of
Sinclair Knight Merz constitutes an infringement of copyright.
REFERENCE DRAWING TITLE
4
1 : 50
PROJECT
NORTH
Tel: +61 3 8668 3000
Fax: +61 3 8668 3001
Web: www.skmconsulting.com
REF.
SECTION 1
REFLECTED CEILING PLAN
ISSUED FOR CONSTRUCTION
ISSUED FOR TENDER
30% DESIGN ISSUE
AMENDMENT
PROVIDE ALUMINIUM SLATTED BENCH
SEAT (LANDMARK - K052 SAN MARCO
BENCH SEAT - OR SIMILAR APPROVED)
FRAMING - CAST ALUMINIUM
BOARDS - EXTRUDED ALUMINIUM, BEIGE
COLOUR.
G
FLOOR PLAN - AMMUNITION BULK STORE & PRODUCE BAY
GP
RL 0.000
Finished Slab Level
H
16-12-2011
02-11-2011
25-08-2011
1200mm WIDE CONCRETE
APRON TO FRONT
1000mm WIDE CONCRETE
APRON 3No. SIDES
A.C.N. 001 024 095
Sinclair Knight Merz Pty. Ltd
452 Flinders Street
VIC 3000 AUSTRALIA
0
B
A
150mm WIDE X 25mm THICK EXTERNAL
GRADE TIMBER BOARD LINING, SCREW
BOLT FIXED DIRECTLY OVER CONCRETE
BLOCKWORK WALLS FACING THE BLAST
SIDES
OPEN
SIDE
TIMBER BOARD LINING
F
REINFORCED BLOCKWORK WALL TO
STRUCTURAL ENGINEER'S DRAWING FOR
DETAIL
REINFORCED CONCRETE
BLOCKWORK WALL
NOTE:
REFER TO CIVIL DRAWING FOR
LOCATION / ORIENTATION AND
SETOUT OF THE BUILDING
PROVIDE LOCKWOOD L829 -150 MCPDP
CABIN HOOK AND WALL FIXING TO
RESTRAIN EACH GATE IN OPEN
POSITION.
A008
Springing Ht
150
FALL
2390
190mm REINFORCED CONCRETE
BLOCKWORK WALL TO STRUC. ENGINEER'S
DRAWING FOR DETAIL
G
1
AMMUNITION BULK ST &
PRODUCE BAY
150
GRADED CONCRETE PAVING UPTO
ENTRY AT MAX. 1:20 GRADIENT
4.42 m²
CONCRETE
190
2200
2390
FALL
AMMUNITION BULK ST &
PRODUCE BAY
FALL
F
2390
4.42 m²
CONCRETE
1000
150
CLIENT APPROVAL
12/12/2011 10:27:53 AM
REINFORCED ROOF SLAB TO STRUCTURAL
ENGINEER'S DRAWING FOR DETAIL.
ALLOW 10mm DRIP GROOVES TO SOFFIT AT
50mm IN FROM THE EDGE OF
CANTILEVERED ROOF
RL 2.800
1200
I:\SBIF\Projects\SB19540\Deliverables\Drawings\Arch\Revit\375 Pucka\SB19540-375-A-Produce Bay_CENTRAL.rvt
A008
DRAWN
DRAFTING CHECK
VY
GP
DESIGNED
DESIGN REVIEW
VY
8
GP
9
REVIEWED
PROJECT MANAGER
APPROVED
PROJECT DIRECTOR
AM
16-12-2011
SC
16-12-2011
PUCKAPUNYAL TRAINING AREA
AMMUNITION BULK STORE & PRODUCE BAY
PLANS, ELEVATIONS, SECTION & PERSPECTIVE
SCALE
1 : 50
10
PROJECT No.
SB19540
11
DRAWING No.
H
AMDT
B
0
375 - A008
12
A1
1
2
3
4
5
6
7
8
9
10
11
12
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH SITE CONDITIONS AND REFER
ANY DISCREPANCIES TO THE CONTRACT ADMINISTRATOR PRIOR TO COMMENCING ANY
WORK.
DRAWINGS SHALL NOT BE SCALED.
ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE RELEVANT SPECIFICATION
AND OTHER APPLICABLE CONSULTANTS DRAWINGS & SPECIFICATION. ALL ANOMALIES
SHALL BE REFERED TO THE CONTRACT ADMINISTRATOR FOR CLARIFICATION BEFORE
PUTTING WORK IN HAND.
A
A
2590
150
FALL 5°
2590
FALL 5°
150
150
B
REINFORCED CONCRETE
ROOF PITCHED AT 5
DEGREES, REFER TO
STRUCTURAL ENGINEER'S
DRAWING FOR DETAIL
600
B
CONCRETE APRON PAVING
BELOW
ROOF PLAN
3
A009
1 : 50
C
C
REINFORCED CONCRETE
ROOF OVERHANG
5 DEG. FALL
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
RL 2.800
2.800 RL
FALL
Springing Ht
10mm DRIP GROOVE
TO PERIMETER OF
EAVES OVER HANG.
SET 50mm IN FROM
EAVES
INTERNAL CONCRETE
SOFFIT UN-PAINTED
PRODUCE BAY & AMMO
BULK STORE
150X25mm AS
SPLINTERPROOF
PROTECTION
190 BLOCKWORK
WALLS WITH TIMBER
CLADDING
5.08 m²
D
Springing Ht
D
OPEN
FORM 10mm DRIP GROOVE TO
PERIMETER CONCRETE EAVES
OVER HANG SET 50mm IN
FORM EAVES
0.000 RL
RL 0.000
Finished Slab Level
Finished Slab Level
REFLECTED CEILING PLAN
2
A009
5
1 : 50
SIDE ELEVATION
8
VIEW OF AMMUNITION BULK STORE
1 : 50
E
E
7
A009
7
2590
2210
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
190
1000
190
1000
190
Springing Ht
2400
2590
RL 2.800
Springing Ht
Springing Ht
REINFORCED CONCRETE
BLOCKWORK WALL
10mm DRIP GROOVE
TO PERIMETER OF
EAVES OVER HANG.
SET 50mm IN FROM
EAVES
PRODUCE BAY & AMMO
BULK STORE
F
REINFORCED CONCRETE
ROOF PITCHED AT 5 DEG.
RL 2.800
2.800 RL
FALL
10mm DRIP GROOVE TO
PERIMETER OF EAVES
OVER HANG. SET 50mm IN
FROM EAVES
150mm WIDE X 25mm THICK EXTERNAL
GRADE TIMBER CLADDING NEATLY
SCREW BOLTED OVER BLOCKWORK
WALLS AS SPLINTERPROOF
PROTECTION
5.08 m²
CONCRETE
150mm WIDE X 25mm THICK
EXTERNAL GRADE TIMBER
CLADDING NEATLY SCREW
BOLTED OVER BLOCKWORK
WALLS AS SPLINTERPROOF
PROTECTION
150mm WIDE X 25mm THICK EXTERNAL
GRADE TIMBER CLADDING NEATLY
SCREW BOLTED OVER BLOCKWORK
WALLS AS SPLINTERPROOF
PROTECTION
FALL
GRADED CONCRETE PAVING UPTO
ENTRY AT MAX. 1-20 GRADIENT
1000mm WIDE CONCRETE
APRON
1000mm WIDE CONCRETE
APRON
LOCKWOOD 791-450-SC
PANIC BOLT TO EACH GATE
0.000 RL
1000mm WIDE CONCRETE
PAVING 3No. SIDES
RL 0.000
Finished Slab Level
RL 0.000
Finished Slab Level
Finished Slab Level
2No. 1295x2800H CHAIN WIRE
GATES ON NOM. 50mm DIA.
PIPE FRAME & 3No. 270°
HINGES PER LEAF
4
FRONT ELEVATION
7
A009
1 : 50
FLOOR PLAN - AMMUNITION BULK STORAGE
1
A009
1200mm WIDE CONCRETE
PAVING TO FRONT
CONCRETE APRON PAVING
GRADE TOP SURFACE 20mm
FALL AWAY FROM BUILDING
PROVIDE LOCKWOOD L829-150-MCPDP
CABIN HOOK GALV. TO RESTRAIN EACH
GATE IN OPEN POSITION.
G
F
REINFORCED CONCRETE
BLOCKWORK WALL TO
STRUC. ENGINEER'S
DRAWING FOR DETAIL
190mm CONCRETE BLOCKWORK WALL
1200
I:\SBIF\Projects\SB19540\Deliverables\Drawings\Arch\Revit\375 Pucka\SB19540-375-A-Ammunition Bulk Storage_CENTRAL.rvt
A009
1000
1 : 50
SECTION 1
G
1 : 50
NOTE:
REFER TO CIVIL DRAWING FOR
LOCATION / ORIENTATION AND
SETOUT OF THE BUILDING
PROJECT
NORTH
ISSUED FOR CONSTRUCTION
12/12/2011 11:02:06 AM
CLIENT APPROVAL
CLIENT
H
PROJECT
NATIONAL TRAINING AREAS AND RANGES
IMPROVEMENT PROGRAM
Tel: +61 3 8668 3000
Fax: +61 3 8668 3001
Web: www.skmconsulting.com
0
A
16-12-2011
02-11-2011
No
DATE
1
KE
KE
DRAFT.
CHECK
GP
AM
SC
GP
AM
SC
DESIGN
REVIEW
APP'D
P.MGR
APP'D
P.DIR
COPYRIGHT
The concepts and information contained in this document are the
intellectual property of Sinclair Knight Merz. Use or copying of the
document in whole or in part without the written permission of
Sinclair Knight Merz constitutes an infringement of copyright.
ISSUED FOR CONSTRUCTION
ISSUED FOR TENDER
AMENDMENT
2
REF.
DRAWING NUMBER
3
REFERENCE DRAWING TITLE
4
5
6
7
TITLE
DEPARTMENT OF DEFENCE
A.C.N. 001 024 095
Sinclair Knight Merz Pty. Ltd
452 Flinders Street
VIC 3000 AUSTRALIA
DRAWN
DRAFTING CHECK
VY
GP
DESIGNED
DESIGN REVIEW
VY
8
GP
9
REVIEWED
PROJECT MANAGER
APPROVED
PROJECT DIRECTOR
AM
16-12-2011
SC
16-12-2011
PUCKAPUNYAL TRAINING AREA
AMMUNITION BULK STORE & PRODUCE BAY
PLANS, ELEVATIONS, SECTION & 3D VIEW
SCALE
1 : 50
10
PROJECT No.
SB19540
11
DRAWING No.
H
AMDT
A
0
375 - A009
12
A1