00 6,0
A 50 4,8
B
32 UNITS PROPOSED
1
SMH
3 STORIES GENERALLY WITH 2 STOREY END UNITS AND BASEMENT PARKING
567,800
00 8,1
S
C
SITE AREA = 3879 m2 , PLOT RATIO = 80% , MAX GFA = 3103 m2
00 6,7
00 6,0etback
H
30 UNITS (2 BEDROOM) @ 85.5 m2 + 2 UNITS (3 BEDROOM) @ 104.7 m2 = 2774 m2
567,825
Court
00 6,7
13
15
1,0 00
Mail Boxes
Unit 2
BLOC 4,55K0B VIS IT CAR OR PARK 3
BLOC VISIT K B CAR OR PAR K2
ADA PTAB LE
Court
1,000
FFL 56
568,432
8,575
Unit 2
3 000
E
Setb ack
ADA PTAB LE
4,850
UP P
G
Unit 6
7
1,000
Unit 1
BLOCK B
5,402
FFL 56
5,500
F 8,100
unlo adin area g
50 0
RA M
1,500
600
8,100
0
Unit 6
14
REGULATED TREE 12 M SPREAD
2 AD AP (GRO TABLE U UND N FLO ITS OR) FFL 568,5 75
2700
4,850
unlo adin area g
BLOC VISIT K B CAR OR PARK 1
3B
50
6,700
WATER METER PIT
Mail Boxes
F
5
6
SUBSTATION 568,550 GROUND MAT
E
513 68
00
Mail Boxes
5. LANDSCAPING MODIFIED TO MATCH ABOVE CHANGES. REFER LANDSCAPE ARCHITECT DRAWINGS
H 12
6,700
1,5 00
2,000
A
3C
8,650
8
5
568,503 1 000
SECTION 61
FFL 56 1.5 m 3
8,430 1.1 m3
WAS TE
3 500
COLORBOND FENCE WITH LATTICE TOP AND CLIMBER PANELS - REFER CONSTRUCTION DETAILS
WC
SEAT AND PAVING TO LANDSCAPE DETAIL
COLORBOND ROLLER DOOR TO WASTE ENCLOSURE 568,330
6,700
PP
11
12
14 1
3D
6,700 6,700
13
1,000
10
9
H
NEW 1800
SMH
568,563
4,550
G
CENTRAL GAS HOT WATER HEATERS
HIGH CO LORBOND FENCE
50
0
PP
6,700
A Su CT bs EW ta tio n
VEH ICL RAM E P
568
5
SUBSTATION CLEARANCE ZONE
6 00 8,1
6 96
568
800
B
H 568,150
11
it Un
g din loa un area
1
PP
6,700 568,233
5,500
740
it Un
00 5,5
00 6,7
KA OC R BL ITO ARK VIS LE P YC BIC CARPARK AND
00 6,7
10 9
4. UPPER FLOOR EAVES DETAIL MODIFIED. REFER ATTACHED DRAWINGS A17, A18 & A24
CR ES CE NT 1
568,134
SEAT AND PAVING TO LANDSCAPE DETAIL
50 4,8
A C5K0 R O5 BL4, ITO K 1 C VIS PAR R KA CA D BLOCITORK 2 VIS PAR R CA
DRIVEWAY LEVELS TO ENG DETAIL
9
00 1,0
0 ,50
3
00 35
LE HIC VE AMP R
00 2,4
8
Mail Boxes
00 1,0
8 56
m
00 10
22
19 0 60
SUBSTATION BY ACTEW - CONCRETE PLINTH, GROUND MAT AND CONDUITS BY BUILDER TO ACTEW DETAILS REFER TO ELECTRICAL DRAWINGS
00 6,7
568
00 6,7
L FF
1.5
00 2,4
EXISTING KERB CROSSING
WATER METER PIT
00 27
00 2,4
00 2,4
00 6,7
8
0
A AD
it 1 Un PTABLE
25
m
50 8,4 56 3
E ST WA
1.5
567,900
1.13 m
00 6,7
7
,4 68 L5 FF
WC
L FF
568
568,650
R OO RD LE E OL SUR D R LO ON ENC RB LO STE CO WA TO
00 6,7 568
0 1,5
ITS UN ) 5 ,42 LE OR 68 AB FLO L5 PT FF DA ND 2 A ROU (G
A AD
it 6 Un PTABLE
2 6
00 6,7
25
7
00 6,7
2
568,650
CENTRAL GAS HOT WATER HEATERS
3. PARKING AMENDED TO ALLOW BLOCK A & B TO BE SEPARATELY TITLED (SEPARATE DA) A: BLOCK A VISITORS INCREASED FROM 3 TO 4 B: 2 ADDITIONAL BLOCK A VISITOR PARKING SPACES ADDED C: 2 ADDITIONAL BLOCK B VISITOR PARKING SPACES RELOCATED D: 3 BLOCK B VISITORS PARKING SPACES DELETED AND REPLACED WITH LANDSCAPING
1
7
S OR SIT
0 80
2. BLOCK A WASTE ENCLOSURE CHANGED TO INCLUDE CLEANERS WC FACILITY (ALSO REFER TO DRAWINGS A04 & A25)
6
8,4 56
it Un
PP
1. WATER PITS ADDED ON WEDGE CRES. BOUNDARY.
0
Mail Boxes
Court
L FF
12
BLOCK A
R ITO VIS 6 K A ARK OC P R BL CAR ITO VIS 5 K A ARK OC P R BL CAR ITO VIS 4 K A ARK OC P R BL CAR ITO VIS 3 K A ARK 0 3 OC P BL CAR 15,0
00 6,7
00 2,5
5
CABARITA
it Un
00 2,5
0 1,3
00 2,5
VI
4
00 1,0
DA AMENDMENT REVISIONS
2,400
568
25 8,4 56
it Un
00 1,2
ING AV DP E AN CAP S S AT D 0 SE LAN 50 TO TAIL 2, DE
00 1,2
568
00 1,5
5 ,42
3A
3
1500 HIGH GALVANISED AND PAINTED STEEL OR POWDERCOATED ALUMINIUM HORIZONTAL SLAT FENCES WITH 70 MM SLATS / 30 MM GAPS
00 1,2
0
GALVANISED AND PAINTED STEEL OR POWDERCOATED ALUMINIUM HORIZONTAL SLAT PANELS WITH 70 MM SLATS / 30 MM GAPS, IN BRICKWORK COURTYARD WALLS
5
8 56
68 L5 FF
00 6,7
00 25
0 1,2
32 UNITS X 1 BICYCLE PARKING SPACE = 32 SPACES REQUIRED & PROVIDED
Court
5 ,42
2
30 UNITS (2 BEDROOM) X 1.5 SPACES RESIDENTS PARKING = 45 SPACES 2 UNITS (3 BEDROOM) X 2 SPACES RESIDENTS PARKING = 4 SPACES TOTAL 49 CAR SPACES REQUIRED & PROVIDED (45 IN BASEMENT + 4 ADAPTABLE UNIT CARPORTS ON SURFACE) 32 UNITS X 0.25 SPACES VISITOR PARKING = 8 SPACES REQUIRED & PROVIDED
18
8 56
Court
PARKING PROVISIONS
E
L FF
18
S
Mail Boxes
L FF
00 6,7
EP ST
Court
TOTAL GFA = 3102 m2
2,400 2,400
568
it Un
PS
4
25
E ST
00 6,7
00
25
1
8,4 56
Court
8 56
3 Court
L FF
PP
3
2,400
19
,4 68 L5 FF
Se
SMH
WASTE ENCLOSURES = 40 m2
DG WE
25 8,4 56
it Un ,5 68 L5 FF
Se
MIN 00 10 tback
00 7,4tback
6 STAIRWELLS X 30 m2 = 180 m2
Mail Boxes
00 6,7
L FF
IN
H CE HIG FEN 00 18 OND B W NE LOR CO
THE BERWICK
6 ROOFED CAR SPACES X 18 m2 = 108 m2
2
0M
D
21
0 10 tback Se
50 4,5
6,700
568,660
PP
14
Site Plan 1:200
General Notes All measurements are in millimetres Figured dimensions take precedence over scaled dimensions Contractor to verify all dimensions on site and seek instructions before proceeding if any discrepancies are found
Amendments
N
A B C D
14.07.11 12.09.11 18.12.12 16.01.13
ADDITIONAL DA AMENDMENT NOTES ADDED
Architecture
Planning
Interiors
Unit 9 Level 1 National Press Club Building Barton ACT 2600 T +61 2 6273 1003
/ 1 6 National Circuit F +61 2 6273 1005
Primary Nominee: David Clarke ACT Reg. No. 935 NSW Reg. 6904 ABN 79 721 296 847 Rev
Date
Description
DHCS Multi-Unit Residential Development Address Block 23 Section 61 Wedge Crescent, TURNER Drawing Site Plan Project
This drawing published 1/16/2013 10:43 AM
ISSUED FOR CONSTRUCTION WASTE ENCLOSURE LEVELS ALTERED, FORMER MSB & PATH DELETED WASTE ENCLOSURES & PARKING AMENDED. WATER METER PITS ADDED
Scale
Drawn
As Shown Date
GG
Checked
DC
1/16/2013
Project No.
10-400
Drawing No.
A 02
Issue
D
4,285
230 600
2,620
230
2,620
600
5,055
280
280
5,055
1,200
230
4,200
600
2,600
230
2,600
600
5,055
280
2,500
280
280
5,030
5,055
230
5,055
5,055
1,200
230
4,200
600
2,600
230
2,600
600
4,200
1,200
2,520 100 DIA DP
310
600
Bed 2
W02
W02
300
4,850
230
2,420
2,570
A
E
230
1,500
FALL
FALL
D10
store
2,050
2,400
B
G A 18
4,100
Kitchen
dw
ov
D10
F
100
8,100
store
100
FALL
5,500
D17
D04
store
D17
Unit 1 Dining ADAPTABLE
ov
90 DIA DP
SD
Dining ADAPTABLE
dw
170
FALL
Bed 1
Bed 1
W03
W03
r
Bed 2
Bed 2
W02
W02
r
r
D01
D01
Bed 1
Bed 1
W03
W03
4 A 15
3,950
C
shwr
50
D01
D05
D05
W L'dry
shwr
r
r
Bath
180
r
D03
hw
Bath
D01
Bed 2
4,550
Bed 2
VOID
F
D01
Bed 1
ELECT. METERS
W01
Unit 6
study
D02
D01
D01
D04
D17 D02
WC
W L'dry
Bath.
r
hw
3,420
Living
Kitchen
lin
Bath.
hw
160
F
D02
D04 D05
W L'dry
r
D02
lin
r
D03
D01
D05 D02
D03
WC
p
D01
p
store
D17
store
D04
D17
store
store
D04
store
D04
r
r
WC
D01
D06 D06
D02
shwr
EXHAUST DUCTS TO MECH DETAIL Bed 2 Bed 3
Bed 2
hw
Kitchen
F
D01
D05
W L'dry
r
Bath.
Bath.
D03
hw
Kitchen
F
W L'dry
store
D04
store
D04
p
p
D01
r
br
br
lin
D02
FAN
FAN
L'dry W
F
D01
Bed 3
Kitchen
Dining
1,390
4,370
4,550
D01
D06
c
D06
D03
Kitchen
WC
D11
Living
Unit 7
Dining
hw
lin
D02
WC
D02
22,160
D05
hw
r
D11
Living
Unit 12
Dining
D17
1 A2 2 F
p
Unit 13
Dining
D17
VOID IN GROUND FLOOR SLAB BELOW LANDING
D04
14,440
store
D04
store
A 15 3 8,100
Kitchen
Living
D01
Unit 18
D02
B
Unit 19
Living
230
D16
90 DIA DP
SD
Living
Dining
shwr
W01
SD
Living
Bath.
W01
D11
VOID
lin
SD
1,030
G A 18
D11
1,340
2,400
W01
VOID
350
350
W01
D11
3,335
230
D11
350
study
W01
3,335
D16
90 DIA DP
6 A2 3
W01
350
2,400
1,340
2,400
230
FALL
2,540 100 DIA DP
D18
230
56 8, FF 500 L
1,340
1,500
A 25 11
350
D10
3,335
store
350
D10
3,335
D16
90 DIA DP
FALL
1 A2 3
350
store
1,340
D01
FALL
230
D05
D16
2,540 100 DIA DP
L'dry W
6 METRE FRONT SETBACK LINE
c
250
310
FALL
230
470
1,340
2,560
350
2,090
3,335
FALL
350
2,560
3,335
FALL
FALL
350
VOID
14,940
2,500
230
4,200
600
1,340
90 2,120
230
FALL
2,540 100 DIA DP
2 A2 3
230
FALL
1,340
FALL
350
FALL
5 A2 3
FALL
FALL
470 2,770 230
3,335
90 DIA DP 2,090
2,560
2,560
A
3,600
6,000
6,000
6,700 280
00
365
D11
4,850
9
6,700
5,030
A 25 10
VOID
C
10
6,700
5,030
230
4,200
8
7
6,700
5,030
B A 17
2,500
A A 17
280
A 15 1
230
4,200
6
6,700
5,030
K A 18
280
L A 18 2,400
5,025
600
5
6,700
5,030
H A 18
280
600
230
4
3
2
1
2,500
1, 50 0
280
60 0
6,700
5,030
A C 17
6,700 330
HOSE COCK D22
DP D14
5,272
2,635
6,420
280
D 1,721 3,828
830
2
3,950
4,880
330
FALL
ROLLER DOOR - REFER DOOR SCHEDULE
7 METRE REAR SETBACK LINE 230
D15 900
FALL
350
231
DP
2,635
1.5 m3
4 A 25
448
1.5 m3
FW FALL
3
1,329
D15 FALL
WC
W07
1.1
EXTENT OF INSULATION TO UNDERSIDE OF FIRST FLOOR SLAB ABOVE SHOWN HATCHED
shwr
DP
3,950
LINE OF BUILDING OVER
FALL
Stair
FALL m
DP
350
8 A2 3
Terrace A 25 2
DP
900
FALL
W07
1,200
Ensuite
W04
W04
Ensuite
2,640
D09
shwr
FALL
1,939
3,830
A 25 3
FALL
FALL
Bed 1
D09
W02
230
1,720
r
D01
1,000
DP
470
DP
D13
D01
D13
FALL
D07
DP
Bed 1
W03
FALL
D08
FALL
D12
3 A2 3
r
W02
FALL
D07
FW D12
720 230
DP
W02
DP
D08
230 BRICK WALL TO 2150 ABOVE FFL
1,500 5,220 250
5,720
250
1,500
D
250
1,000
1 030
6,420
280
6,420
280
6,420
280
230 140
6,420
280
47,280
6,420
280
6,420
190
6,300
330
210
190
6,300
400
6,700
K A 18
6,700
6,700
9
4
6,700
7
6,700
6
6,700
3
6,700
8
2 A 15
5
H A 18
L A 18
1
6,700
2
1
6,700
A A 17
B A 17
1 A 25
Ground Floor Plan 1:100
General Notes All measurements are in millimetres Figured dimensions take precedence over scaled dimensions Contractor to verify all dimensions on site and seek instructions before proceeding if any discrepancies are found
Amendments
N
A B
14.07.11 12.09.11
C D E F G
20.10.11 24.10.11 05.12.11 19.12.12 16.01.13
Rev
Date
BATHS DELETED & BASIN TYPE REVISED. STUDY ADDED TO ADAPTABLE UNIT. UNIT NUMBERS REVISED WC ADDED TO WASTE ENCLOSURE ADDITIONAL DA AMENDMENT NOTES ADDED Description
DHCS Multi-Unit Residential Development Address Block 23 Section 61 Wedge Crescent, TURNER Drawing Ground Floor Plan - Block A Project
This drawing published 1/16/2013 10:46 AM
ISSUED FOR CONSTRUCTION SHAFTS DELETED, MAIN STAIRS MOVED, REAR BASEMENT STAIR LENGTHENED, SCREEN WALL ADDED, ADAPTABLE UNIT KITCHENS AND EXTENT OF TILES ALTERED
Architecture
Planning
Interiors
Unit 9 Level 1 National Press Club Building Barton ACT 2600 T +61 2 6273 1003
/ 1 6 National Circuit F +61 2 6273 1005
Primary Nominee: David Clarke ACT Reg. No. 935 NSW Reg. 6904 ABN 79 721 296 847
Scale
Drawn
As Shown Date
GG
Checked
DC
1/16/2013
Project No.
10-400
Drawing No.
A 04
Issue
G
B
A
D
2,400
4
PLASTERBOARD CEILINGS WITH R4.0 INSULATION BATTS THROUGHOUT UPPER STOREY
2 A 20
CONCRETE FLOOR SLABS TO ENGINEERS DETAIL
571,400
4
A
568,500
PLASTERBOARD CEILINGS WITH R1.5 ACOUSTIC BATTS THROUGHOUT INTERMEDIATE STOREYS
2,600
R1.5 RIGID BOARD INSULATION TO UNDERSIDE OF ALL EXPOSED CONCRETE SOFFITS
2,400
NATURAL GROUND LEVEL
NATURAL GROUND LEVEL
RAMP TO CIVIL ENG DETAIL
2,500
R.L 568.500 Ground Floor Level
B
GALVANISED AND PAINTED STEEL OR POWDERCOATED ALUMINIUM SCREEN PANELS
2,400
2,400
SUN SHADES TO DETAIL
R.L 571.400 First Floor Level
4째 ROOF PITCH
BRICK VENEER CONSTRUCTION GENERALLY WITH TIMBER STUDS, SARKING, 13 MM 'IMPACTCHECK' PLASTERBOARD LININGS AND R2.5 INSULATION THROUGHOUT (PLASTERBOARD TO BE 16 MM FIRESTOP ON ALL LOADBEARING WALLS SUPPORTING ROOF TRUSSES)
574,300
R.L 574.300 Second Floor Level
C
COLORBOND STEEL ROOFING ON 50 MM 'ANTICON' OR SIMILAR INSULATED SARKING BLANKET ON TIMBER BATTENS AND TRUSSES TO MANUFACTURERS DETAIL
2,400
C 1 A 20
2,300
D
CONCRETE FOOTINGS, COLUMNS, SLABS AND RETAINING WALLS TO ENGINEERS DETAIL
565,500
R.L 565.500 Basement Level
A
B
1:100
H
G
F
1:100
E
578,398
4 2,400
Boundary Line
577,241
2,400
Boundary Line
4
574,450
R.L 574.450 Second Floor Level
2,400
2,400
9 A 25
NATURAL GROUND LEVEL
4째 PITCH
2,400
DRIVEWAY
571,550
WASTE ENCL.
2,400
2,600
R.L 571.550 First Floor Level
568,650
568,430
R.L 568.650 Ground Floor Level
2,500
RAMP TO CIVIL ENG DETAIL
2,500
NATURAL GROUND LEVEL
3 A 20 565,650
R.L - 565.650 Basement Level
C
D
1:100
12
13
14
10
11
12
13
14
Boundary Line
11
Boundary Line
10
1:100
1 A 24
574,450
R.L 574.450 Second Floor Level
2,600
2,600
571,550
R.L 571.550 First Floor Level
NATURAL GROUND LEVEL
NATURAL GROUND LEVEL
568,650
R.L 568.650 Ground Floor Level
BASEMENT EXHAUST FANS TO MECH DETAIL 565,650
R.L - 565.650 Basement Level
E
F
1:100
General Notes All measurements are in millimetres Figured dimensions take precedence over scaled dimensions Contractor to verify all dimensions on site and seek instructions before proceeding if any discrepancies are found
Amendments
N
1:100
14.07.11 12.09.11
ISSUED FOR CONSTRUCTION WASTE ENCLOSURE & GROUND LEVELS ALTERED, FIRESTOP PLASTERBOARD NOTED TO LOADBEARING WALLS, TIMBER STUDS
C
12.12.12
D
16.01.13
AWNING ROOF AT SECOND LEVEL OMMITTED
Architecture
Planning
Interiors
SECOND FLOOR PERGOLA EAVES DETAIL CHANGED - DA AMENDMENT NOTE 4
Unit 9 Level 1 National Press Club Building Barton ACT 2600 T +61 2 6273 1003
/ 1 6 National Circuit F +61 2 6273 1005
Primary Nominee: David Clarke ACT Reg. No. 935 NSW Reg. 6904 ABN 79 721 296 847 Rev
Date
Description
DHCS Multi-Unit Residential Development Address Block 23 Section 61 Wedge Crescent, TURNER Drawing Sections 1 Project
This drawing published 1/16/2013 10:49 AM
A B
Scale
Drawn
As Shown Date
GG
Checked
DC
1/16/2013
Project No.
10-400
Drawing No.
A 17
Issue
D
1
2
3
4
5
6
7
8
9
CONCRETE PARTY WALLS / STAIRWELL WALLS TO EXTEND TO UNDERSIDE OF ROOF SHEETING WITH MINERAL WOOL PARTY WALL BATTS COMPRESSED UNDER ROOF SHEETING ONTO TOP OF WALL. ROOF TRUSSES SHALL NOT CROSS THROUGH CONCRETE WALLS 1 A 24
1 A 24
574,300
Boundary Line
R.L 574.300 Second Floor Level
R.L 571.400 First Floor Level
571,400
2 A 21
NATURAL GROUND LEVEL 568,500
R.L 568.500 Ground Floor Level 4 A 20 1 A 21
565,500
R.L 565.500 Basement Level
BLOCK A
G
1:100
COLORBOND STEEL ROOFING ON 50 MM 'ANTICON' OR SIMILAR INSULATED SARKING BLANKET ON TIMBER BATTENS AND TRUSSES TO MANUFACTURERS DETAIL
D
C
B
4° ROOF PITCH
A
D
C
B
BASEMENT EXHAUST DUCTS TO MECH DETAIL
A
4
2,400
PLASTERBOARD CEILINGS WITH R4.0 INSULATION BATTS THROUGHOUT
2,400
2,400
BRICK VENEER CONSTRUCTION WITH TIMBER STUDS, SARKING, 13 MM 'IMPACTCHECK' PLASTERBOARD LININGS AND R2.5 INSULATION THROUGHOUT R.L 574.300 Second Floor Level
BLOCK A
4° ROOF PITCH
12° PITCH 12 A 25
2,650
2,400
2,400
R.L 571.400 First Floor Level
R.L 568.500 Ground Floor Level
FAN
2,500
DP
CONCRETE FLOOR SLAB ON BRICKWORK FOUNDATION WALLS ON CONC FOOTINGS TO ENGINEERS DETAIL
7 A 22
CONCRETE FOOTINGS, COLUMNS, BEAMS, SLABS AND RETAINING WALLS TO ENGINEERS DETAIL
R.L 565.500 Basement Level
H
L
1:100
1:100 NOTES:
D
C
B
1. MINIMUM CONCRETE THICKNESSES SHOWN ON THESE DETAILS ARE FOR ACOUSTIC SEPARATION PURPOSES - SLAB THICKNESSES SHALL NOT BE REDUCED BELOW THESE MINIMUMS BY ENGINEERING DESIGN.
A
Boundary Line
3 A 21
2. CONSTRUCT FLOOR SLABS WITH 40 MM SET-DOWNS TO ALL BATHROOMS AND LAUNDRIES FOR TILING. ALL BATHROOM AND LAUNDRY FLOOR TILES ARE TO BE LAID ON SAND/CEMENT SCREED GRADED TO FALL TO FLOOR WASTES.
GALVANISED AND PAINTED STEEL OR POWDERCOATED ALUMINIUM SCREEN PANELS AND COURTYARD GATES
R.L 574.300 Second Floor Level
3. STEP-DOWNS OF MIN 75 MM, OR 1 BRICK COURSE, SHALL BE PROVIDED AT THE CAVITY LINE OF EXTERIOR WALLS AT ALL SLAB TRANSITIONS FROM INTERNAL FLOORS TO EXTERIOR BALCONIES AND PODIUMS.
SUN SHADES TO DETAIL
4. ALL BALCONY TILING SHALL BE GRADED TO FALL TO DRAINAGE OUTLETS. WATER SHALL NOT BE DRAINED OVER THE EDGE OF BALCONY SLABS. OUTSIDE EGES OF BALCONY TILING ARE TO FINISH AT LEAST 30 MM BELOW INTERIOR FLOOR LEVELS, TO ENSURE THAT WATER CAN OVERFLOW WITHOUT FLOODING THE APARTMENTS IF DRAINAGE OUTLETS BECOME BLOCKED.
12° PITCH 4° PITCH
R.L 568.500 Ground Floor Level
3 A 22
WASTE ENCL. STAIR WELL
TERRACE
2,650
NATURAL GROUND LEVEL
2,400
R.L 571.400 First Floor Level
5. DOWNPIPES FROM BALCONY DRAINAGE OUTLETS SHALL NOT BE EXPOSED ON SOFFITS OR WALLS. THEY SHALL BE FULLY CONCEALED. 6. ALL PARTITION WALLS WITHIN APARTMENTS TO BE LINED WITH 13 MM 'IMPACTCHECK' PLASTERBOARD. 7. SPLIT-SYSTEM REVERSE-CYCLE AIR CONDITIONING UNITS SHALL BE INSTALLED IN EACH APARTMENT IN THE LOCATIONS SHOWN. ONLY THE FOLLOWING BRANDS SHALL BE USED - DAIKIN, MITSUBISHI, TOSHIBA, FUJITSU, SAMSUNG, HITACHI. NO OTHER BRANDS WILL BE CONSIDERED. CAPACITY TO BE APPROX 6 KW COOLING / 7 KW HEATING.
LINTEL TO ENG DETAIL R.L 565.500 Basement Level
K General Notes All measurements are in millimetres Figured dimensions take precedence over scaled dimensions Contractor to verify all dimensions on site and seek instructions before proceeding if any discrepancies are found
1:100 Amendments
N
A B C D
14.07.11 12.09.11 12.12.12 16.01.13
Architecture
Planning
Interiors
Unit 9 Level 1 National Press Club Building Barton ACT 2600 T +61 2 6273 1003
/ 1 6 National Circuit F +61 2 6273 1005
Primary Nominee: David Clarke ACT Reg. No. 935 NSW Reg. 6904 ABN 79 721 296 847 Rev
Date
Description
DHCS Multi-Unit Residential Development Address Block 23 Section 61 Wedge Crescent, TURNER Drawing Sections 2 Project
This drawing published 1/16/2013 10:52 AM
ISSUED FOR CONSTRUCTION WASTE ENCLOSURE & GROUND LEVELS ALTERED, FIRESTOP PLASTERBOARD NOTED TO LOADBEARING WALLS, TIMBER STUDS, SHAFTS DELETED AND STAIR MOVED AWNING ROOF AT SECOND LEVEL OMMITTED SECOND FLOOR PERGOLA EAVES DETAIL CHANGED - DA AMENDMENT NOTE 4
Scale
Drawn
As Shown Date
GG
Checked
DC
1/16/2013
Project No.
10-400
Drawing No.
A 18
Issue
D
TYVEC 'HOMEWRAP' SARKING FLEXIBLE SEALANT TO MATCH GROUT COLOUR
COLORBOND ROOFING ON 50mm ANTICON BLANKET ON ROOF STRUCTURE TO ENGINEERS DETAIL
WEEPHOLES EVERY 3rd PERPEND COLORBOND FLASHINGS
PROPRIETARY GLAZED BALUSTRADE SYSTEM TYVEC 'HOMEWRAP' SARKING
STEEL CHANNEL EDGE BEAM TO ENGINEERS DETAIL
FALL
200
COLORBOND CLADDING
ENDS OF PANS TURNED UP
100
ALCOR FLASHING
50 300
75
COLORBOND FLASHING COLORBOND FLASHING COLORBOND FASCIA
BRICKWORK COLORBOND ROOFING ON 50 MM ANTICON BLANKET ON STRUCTURE TO ENG DETAIL
13 MM 'IMPACTCHECK' PLASTERBOARD WALL LININGS ON 28 MM STEEL FURRING CHANNELS WITH POLYESTER ACOUSTIC INSULATION BLANKET
FC SOFFIT FC SOFFIT
PAINTABLE SEALANT BEAD
TOP CHORD OF TRUSSES TO MANUFACTURERS DETAIL BRICKWORK
200 MM 'DINCEL' CONCRETE PARTY WALL 110 50 90 GALVANISED SHELF ANGLE TO ENG DETAIL
Roof Upper Edge Detail
4
Balcony Edge Detail
7
1:10
Wall Section Detail
10
1:10
1:10
PLASTERBOARD CEILING
13 MM 'IMPACTCHECK' PLASTERBOARD WALL LININGS ON 28 MM STEEL FURRING CHANNELS WITH POLYESTER ACOUSTIC INSULATION BLANKET
250 110 50 90
VERTICAL CORRUGATED COLORBOND CLADDING ON SARKING ON TOP HAT BATTENS
4
ALCOR FLASHING
CERAMIC TILES WITH FALL AWAY FROM BUILDING
1:10 COLORBOND APRON FLASHING ENDS OF PANS TURNED UP
200
3mm FOLDED ALUMINIUM ROOF SHEET
FIRE CAULKING
FC BULKHEAD
FC SOFFIT
30 X 12 TIMBER BEAD
WEEPHOLES EVERY 3rd PERPEND
20
DINCEL WALL
ALCOR FLASHING
25mm O SPITTER
FC SOFFIT PERGOLA RAFTERS 150 X 50 @ APPROX 450 CTS
GALVANISED AND PAINTED STEEL OR POWDERCOATED ALUMINIUM PERGOLA
HOT-DIP GALVANISED SHELF ANGLE TO ENG DETAIL
13mm PLASTERBOARD SUSPENDED FLUSH CEILINGS WITH MIN R1.5 BATT ACOUSTIC INSULATION TO LOWER STOREY CEILINGS
30 X 12 TIMBER BEAD BRICKWORK 110
FIRE CAULKING
850
5 50
HOT-DIP GALVANISED SHELF ANGLE TO ENGINEERS DETAIL
150 PFC
TYVEC 'HOMEWRAP' SARKING
90
WEEPHOLES EVERY 3rd PERPEND
FORMED CONCRETE SLAB TO ENGINEERS DETAILS WITH MIN 200mm CONCRETE THICKNESS GENERALLY & 40mm SET DOWNS FOR WET AREA TILING (CONCRETE THICKNESS MIN 160mm UNDER WET AREA SET DOWNS)
FALL
BRICKWORK
TYVEC 'HOMEWRAP' SARKING
BRICKWORK
WEEPHOLES
Wall Section Detail
1
PLASTERBOARD LINING ON 90mm TIMBER STUD FRAMING WITH MIN R2.5 BATT INSULATION
TYVEC 'HOMEWRAP' SARKING
50 90
110
250
Wall Section Detail
Wall Section Detail
8
1:10
50 110 50 13 320
Wall Section Detail
11
1:10
13
1:10
110 250
CONCRETE SLAB TO ENGINEERS DETAILS
1:10
BRICKWORK MIN 2 RIBS
COLORBOND FLASHING
CERAMIC TILES
TYVEC 'HOMEWRAP' SARKING
110mm DINCEL WALL
COLORBOND FASCIA
WEEPHOLES EVERY 3rd PERPEND
FALL FC SOFFIT ACRYLIC TEXTURE FINISH
OUTRIGGERS
50 X 50 COLORBOND ANGLE TRIM
ALL WALL INSULATION TO EXTEND TO UNDERSIDE OF SLAB ABOVE
STRIP PLASTIC FACE OFF DINCEL WALL TO PROVIDE SUITABLE BONDING SURFACE WHEREVER RENDERED OR APPLIED FINISH REQUIRED
3
Rear Podium Edge Detail 1:10
General Notes All measurements are in millimetres Figured dimensions take precedence over scaled dimensions Contractor to verify all dimensions on site and seek instructions before proceeding if any discrepancies are found
30 X 12 TIMBER BEAD
TIMBER STUD WALL FRAMING
6
15 200mm DINCEL WALL
TIMBER STUD FRAME
COLORBOND CLADDING WITH VERTICAL RIBS
200
STEEL TOP-HATS
FLUSH JOINTED FIBRE CEMENT BOARD CLADDING (BLUE BOARD OR SIMILAR) WITH APPLIED TEXTURE FINISH
Wall Section Detail
9
1:10
Amendments
N
TYVEC 'HOMEWRAP' SARKING
FLUSH PLASTERBOARD CEILING WITH BATT ACOUSTIC / THERMAL INSULATION - REFER TO TYPICAL WALL SECTIONS
70
TRUSSES TO MANUFACTURERS DETAIL
FC SOFFIT INSULATION NOT REQUIRED ON BAND BEAMS OR UNDER EXTERIOR AREAS
13mm 'IMPACTCHECK' PLASTERBOARD
75
Brick Veneer Wall Section Detail
COLORBOND ROOFING ON 50 MM ANTICON BLANKET
75
2
ALUMINIUM SLIDING DOOR WITH SUBSILL (NOTE: RECESS INTO SLAB EDGE TO FORM FLUSH THRESHOLD FOR WHEELCHAIR ACCESS AT GROUND FLOOR ADAPTABLE UNITS)
Roof Eaves Detail
Wall Section Detail
12
1:10
1:10
19.07.11 12.09.11
ISSUED FOR CONSTRUCTION STUDS CHANGED TO TIMBER, FIRESTOP PLASTERBOARD NOTED TO LOADBEARING WALLS
C
12.12.12
D
16.01.13
AWNING ROOF OMMITTED
Architecture
Planning
Interiors
SECOND FLOOR PERGOLA EAVES DETAIL CHANGED - DA AMENDMENT NOTE 4
Unit 9 Level 1 National Press Club Building Barton ACT 2600 T +61 2 6273 1003
/ 1 6 National Circuit F +61 2 6273 1005
Primary Nominee: David Clarke ACT Reg. No. 935 NSW Reg. 6904 ABN 79 721 296 847 Rev
Date
Description
DHCS Multi-Unit Residential Development Address Block 23 Section 61 Wedge Crescent, TURNER Drawing Construction Details 2 Project
This drawing published 1/16/2013 10:55 AM
A B
Scale
Drawn
As Shown Date
GG
Checked
DC
1/16/2013
Project No.
10-400
Drawing No.
A 24
Issue
D
COLORBOND 'KLIPLOCK' OR SIMILAR ROOFING
Face brickwork Austral "Asphalt"
Colorbond "Woodland Grey" roofing and roller door
Face brickwork Austral "Asphalt"
Colorbond "Woodland Grey" fascia
COLORBOND GUTTER REFER TO ROOF PLAN
Powdercoated aluminium slats 70 mm slats with 30 mm gaps Dulux "Azure Grey Satin"
Applied finish Dulux"Crust"
STEEL PURLINS TO ENG DETAIL
COLORBOND FLASHING
COLORBOND FASCIA
4째 ROOF PITCH
STEEL FRAMED BULKHEAD WITH 'BLUEBOARD' FC CLADDING
HEADER COURSE
FFL
300
2,100
940 FFL
DP
1,200
2,400 FFL
ROLLER DOOR DRUM
FFL
VOID OVER BASEMENT
Waste Enclosure A - SW Elevation
1
Steel post
Waste Enclosure A - NE Elevation
2
1:100
Waste Enclosure A - NW Elevation
3
1:100
4
1:100
Waste Enclosure A - SE Elevation 1:100 BRICKWORK
Face brickwork Austral "Asphalt"
Colorbond "Woodland Grey" roofing and roller door
Face brickwork Austral "Asphalt"
COLORBOND DOWNPIPE REFER TO ROOF PLAN
Face brickwork Austral "Asphalt"
2,520
2,100
2,400
COLORBOND ROLLER DOOR
Applied finish Dulux"Crust"
2
CONCRETE SLAB AND FOOTINGS TO ENG DETAIL WITH FALL TO FLOOR WASTE
FALL
FALL
FALL
2,100
2,400
FW
FFL
FFL
FFL
FFL
DP
Waste Enclosure B - S Elevation
5
Powdercoated aluminium slats 70 mm slats with 30 mm gaps Dulux "Azure Grey Satin" 600 600
1,630
1,200
480
1,630
230
1,200
480
Header course
Waste Enclosure B - E Elevation
Waste Enclosure Section
9
1:100
1:20
2
Gate and side panel from powdercoated aluminium slats - 70 mm slats with 30 mm gaps Dulux "Azure Grey Satin" 600
1,630
230
600
600
1,500
1,000
500
Header course
Header course
1,500
900 600
1,500
Header course
1,630
8
1:100
Cement Render Dulux "Pearl Ash Quarter"
4,200 230
Waste Enclosure B - W Elevation
7
1:100
Face brickwork Austral "Asphalt"
4,200
230
Waste Enclosure B - N Elevation
6
1:100
FFL
FFL
Courtyard Wall Front Elevation
10
11
1:50
Courtyard Wall Side Elevation 1:50
172 (2 x BRICK COURSES)
POWDERCOATED ALUMINIUM SLATTED PANEL 1,430
350
REINFORCED CONCRETE CAPPING SLAB PROPRIETARY ALUMINIUM LETTERBOXES TO SELECTION
LETTERBOXES
BRICKWORK 700
1,200
FACE BRICKWORK FFL
350
400 100
CEMENT RENDER WITH GAL EXANGLES AND EDGE BEADS
428
600
1,500
900
230
TEXTURE FINISH
CEMENT RENDER WITH GAL EXANGLES TO CORNERS
FOOTING TO ENG DETAIL FOOTING TO ENG DETAIL
Front Elevation
12
Courtyard Wall Section 1:20
General Notes All measurements are in millimetres Figured dimensions take precedence over scaled dimensions Contractor to verify all dimensions on site and seek instructions before proceeding if any discrepancies are found
13
Side Elevation
Section
Letterbox Details 1:20 Amendments
N
A B C D
26.07.11 12.09.11 18.12.12 16.01.13
Architecture
Planning
Interiors
Unit 9 Level 1 National Press Club Building Barton ACT 2600 T +61 2 6273 1003
/ 1 6 National Circuit F +61 2 6273 1005
Primary Nominee: David Clarke ACT Reg. No. 935 NSW Reg. 6904 ABN 79 721 296 847 Rev
Date
Description
DHCS Multi-Unit Residential Development Address Block 23 Section 61 Wedge Crescent, TURNER Drawing Waste Enclosure and Miscellaneous Details Project
This drawing published 1/16/2013 10:57 AM
ISSUED FOR CONSTRUCTION WASTE ENCLOSURE AND GROUND LEVELS ALTERED WASTE ENCLOSURE AMENDED DA AMENDMENT NOTE ADDED
Scale
Drawn
As Shown Date
GG
Checked
DC
1/16/2013
Project No.
10-400
Drawing No.
A 25
Issue
D