INDEX:
PROJECT:
1.4 UNIT DEVELOPMENT
A00 A01 A02 A03 A04 A05 -
UNIT:
WORKING DRAWINGS CLIENT:
MR & MRS AMANDRO
COVER SHEET & GENERAL NOTES SITE PLAN GROUND FLOOR PLAN FIRST FLOOR PLAN ELEVATIONS SECTION 01
ADDRESS:
13 PARK AVENUE, PRESTON 3072
GENERAL NOTES GN01 DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.
GN20 THE BUILDING SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.
GN02 THE OWNER, BUILDER, SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS, SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, AS CODES (CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS.
GN21 SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH AS3786. NEW DWELLINGS AND ADDITIONS WITH SLEEPING ACCOMMODATION TO BE HARD WIRED WITH BATTERY BACK UP.
GN03 ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE FOLLOWING AUSTRALIAN STANDARDS: AS1288 - GLASS IN BUILDINGS - SELECTION AND INSTALLATION. AS1562 - DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING. AS1684 - RESIDENTIAL TIMBER FRAMED CONSTRUCTION. AS1860 - INSTALLATION AND PARTICLE BOARD FLOORING. AS2047 - INSTALLATION AND SELECTION OF WINDOWS. AS2049 - ROOF TILES. AS2050 - FIXING OF ROOF TILES. AS2870 - RESIDENTIAL SLABS AND FOOTINGS. AS2904 - DAMP PROOF COURSES AND FLASHINGS. AS3500 - PLUMBING AND DRAINAGE. AS3600 - CONCRETE STRUCTURES AS3660 - PROTECTION OF BUILDINGS FROM SUBTERRANEAN TERMITES AS3700 - MASONRY IN BUILDINGS. AS3740 - WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS. AS3959 - CONSTRUCTION IN A BUSHFIRE PRONE AREA. AS3786 - SMOKE ALARMS. AS4055 - WIND LOADINGS FOR HOUSING. AS 4100 - STEEL STRUCTURES. GN04 THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS AND DRAWINGS. GN05 WHERE REQUIRED TREAT AREA BENEATH FLOOR AGAINST TERMITE INFESTATION IN ACCORDANCE WITH RELEVANT STANDARD. CONTACT THE RELEVANT MUNICIPAL COUNCIL TO DETERMINE IF THE IS MANDATORY. GN06 SAFETY GLASS TO BE USED IN THE FOLLOWING CASES: I) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR II) BATHROOMS - WITHIN 2000mm OF THE FLOOR III) LAUNDRY - WITHIN 1200mm VERTICAL FROM FLOOR AND/OR WITHIN 300mm HORIZONTAL FROM ALL DOORS. IV) DOORWAY - WITHIN 300mm HORIZONTAL FROM DOORS. SHOWER SCREENS SHALL BE GRADE A SAFETY GLASS. GN07 WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZE WILL VARY ACCORDING TO MANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND. GN08 STORM WATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE AS ADVISED BE THE MUNICIPAL DRAINAGE ENGINEER. CONTACT THE COUNCIL IF UNSURE OF POINT OF DISCHARGE. GN09 SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT AUTHORITIES REQUIREMENTS GN10 FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. OWNER AND BUILDING TO ENSURE THIS DOES NOT OCCUR. GN11 FOR BUILDINGS IN CLOSE PROXIMITY TO THE BEACH, ENSURE THE ALL STEEL WORK, BRICK CAVITY TIES AND STEEL LINTELS, ETC THAT ARE IMBEDDED OR FIXED INTO MASONRY BE PROTECTED IN ACCORDANCE WITH AS3700 HOT DIPPED GALVANISED. GN12 PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 600mm CRS IN EACH DIRECTION AND WITHIN 300mm OR ARTICULATION JOINTS. GN13 ALL WET AREAS TO COMPLY WITH AS3740. WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800mm ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 300mm ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75mm OF THE WALL REFER TO CODE FOR ALL REQUIREMENTS. GN14 SUBFLOOR VENTS ARE TO PROVIDE A RATE OF 7500mm2 CLEAR VENTILATION PER 1000mm RUN OF EXTERNAL WALL AND 2200mm2 CLEAR VENTILATION PER 1000mm RUN OF INTERNAL DWARF WALLS (LOCATED BELOW BEARER).
GN22 WHERE BUILDING IS WITHIN A DESIGNATED BUSH FIRE PRONE AREA COMPLIANCE WITH AS3959 - IS REQUIRED TO A LEVEL OF ATTACK AS CONFIRMED BY THE RELEVANT BUILDING SURVEYOR. GN23 W/C DOORS TO TOILET PANS LOCATED WITHIN 1200mm OF THE DOOR JAMB LIFT OFF HINGES MUST BE FITTING. OTHERWISE THE DOOR MUST SWING OUTWARDS. GN24 TERMITE CERTIFICATE (WHERE REQUIRED) TO BE INSTALLED INSIDE METER BOX PRIOR TO OCCUPANCY PERMIT OR CERTIFICATE OF FINAL INSPECTION ISSUE. GN25 THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTUAL OBLIGATIONS AND UNLESS EXPRESSLY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES. NO RESPONSIBILITY IS ACCEPTED FOR THEIR USE. GN26 DESIGN GUST WIND SPEED/WIND CLASSIFICATION BUILDING TIE-DOWNS TO BE PROVIDED IN ACCORDANCE WITH AS1684-2006 FOR AN ASSUMED DESIGN GUST WIND SPEED/WIND CLASSIFICATION OF -M/S (SUBJECT TO CONFIRMATION ON SITE BY RELEVANT BUILDING SURVEYOR AT FIRST INSPECTION) REFER TO AS1684 FOR CONSTRUCTION REQUIREMENTS. GN27 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE WRITTEN SPECIFICATIONS, ALL CONSULTANTS DRAWINGS AND SPECIFICATIONS AND ANY DISCREPANCIES SHALL BE REFERRED TO NEW DIMENSION DRAFTING. GN28 THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK. GN29 WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALING AND LARGE DIMENSIONS SHALL TAKE PREFERENCE OVER SMALL ONES. GN30 ALL DIMENSIONS ARE IN METRES AND/OR MILLIMETRES. GN31 STORMWATER DN. 100mm (MIN) OR AS PER ENGINEERS DESIGN CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM GRADE OF 1:100 AND CONNECTED TO THE LEGAL POINT OF STORMWATER DISCHARGE PROVIDE INSPECTION OF OPENINGS TO 9000mm c/c AND AT EACH CHANGE OF DIRECTION THE COVER TO UNDERGROUND STORMWATER DRAINS SHALL NOT BE LESS THAN: - 100mm UNDER SOIL - 50mm UNDER PAVED OR CONCRETE AREAS - 100mm UNDER UNREINFORCED CONCRETE OR PAVED DRIVEWAYS - 75mm UNDER REINFORCED CONCRETE DRIVEWAYS. DRAINAGE NOTES GN32-GN38 GN32 ALL DRAINAGE AND SEWERAGE PIPES ADJACENT TO BUILDING TO BE SETBACK AT A DEPTH THAT WILL NOT AFFECT ANGLE OF REPOSE (45°) TO FOUNDING DEPTH. GN33 SERVICE PIPES AND DRAINAGE PIPE JOINTS TO BE ARTICULATED AT SLAB AND FOOTINGS - WALL PENETRATIONS. BACK FILL TO TRENCHES SHALL BE FULLY COMPACTED. GN34 WHERE SEWERAGE AND WATER PIPES PASS 'THRU' SLAB AND FOOTINGS, PROVIDE SLEEVOR LAGGING AROUND PIPES TO ALLOW RELATIVE MOVEMENT 25mm MINIMUM ALL AROUND. GN35 GRADING AND SITE DRAINAGE - THE AREA WITHIN 2000mm OF BUILDING LINE SHALL BE GRADED SO THAT WATER WILL NOT POND AGAINST BUILDING. GN36 GRADE SHALL BE 50mm WITHIN FIRST METER ON SEVERAL SLOPING SITES ADOPT AG DRAINS ADJACENT TO FOOTINGS WHERE THE GROUND FALLS TOWARDS THE BUILDING. GN37 STORMWATER DRAINAGE DISCHARGE POINT - TO KERB AND CHANNEL LOCATION TO BE DETERMINED ON SITE BY BUILDER, OWNER AND PLUMBER WITH AID OF COUNCIL RECORDS. GN38 ADOPT SEWER GRADE WHEN SUSPENDED UNDER TIMBER FLOOR CLIPPED TO JOIST WITH MINIMUM GRADE.
GN15 PROVIDE CLEARANCE FROM UNDERSIDE OF BEARERS TO FINISHED GROUND LEVEL OF 150mm FOR FLOOR WITH STRIP FLOORING OR 200MM FOR FLOORS WITH PARTICLEBOARD FLOORING AND 400mm IN A TERMITE DECLARED AREA. GN16 DWELLING ADDITIONS PROVIDE THERMAL INSULATION IN ACCORDANCE WITH NCC ENERGY EFFICIENCY REQUIREMENTS NEW DWELLINGS, TO COMPLY WITH 5 STAR ENERGY RATING REPORT (H.E.R.S.). GN17 STAIR REQUIREMENTS RISERS - 190mm MAXIMUM - 115mm MINIMUM. GOING - 355mm MAXIMUM - 240mm MINIMUM. (DOMESTIC ONLY) RISERS AND TREADS TO BE CONSTANT IN SIZE THROUGHOUT FLIGHT. PROVIDE NON-SLIP FINISH OR SUITABLE NON-SKID STRIP NEAR EDGE OF NOSINGS AND LANDINGS. MAXIMUM GAP TO OPEN TREAD NOT TO EXCEED 125mm FOR WIRE BALUSTRADE SEE NCC VOLUME 2 REQUIREMENTS. GN18 STUMPS EXCEEDING 1200mm ABOVE GROUND TO BE BRACED CONCRETE STUMPS - 100mm2 UP TO 1400mm LONG (No. 1 WIRE) - 100mm2 1400mm TO 1800mm LONG (No. 2 HD. WIRES) -125mm2 1800mm TO 3000mm LONG (No. 2 HD. WIRES) GN19 THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS.
GSEducationalVersion GSPublisherVersion 0.1.100.88
PROJECT :
DRAWN BY NICHOLAS J. POTTER
1.4 UNIT DEVELOPMENT WORKING DRAWING
CHECKED BY NJP
13 PARK AVENUE
CLIENT
PRESTON VICTORIA 3072
MR & MRS AMANDRO
SCALE :
DATE :
20/06/2016
DRAWING TITLE : COVER SHEET
DWG No
A00
ROAD
SITE ANALYSIS: SITE AREA: TOTAL FLOOR AREA: UNIT 1 TOTAL FLOOR AREA: UNIT 2 TOTAL FLOOR AREA: SITE COVERAGE: PRIVATE OPEN SPACE: PERMEABILITY:
EXTERNAL WALL ELECTRICITY POLE TELEPHONE PIT SEWER INSPECTION SHAFT WATER METER GAS METER SW
STORM WATRER
S
SEWAGE
1. 100x75mm DOWNPIPES WITH Ø100mm SW PIPE BELOW GRADE @ MIN. 1:100 FALL TO COMPLY WITH AS/NZS 3500/3.
CROSSING
2. CONNECT ALL DOWNPIPES TO LEGAL POINT OF DISCAHRGE. LOCATION TO BE CONFIRMED ON SITE BY BUILDER/PLUMBER & WITH THE AID OF COUNCIL RECORDS.
GARAGE
BRICK (0.6m HIGH)
CHANNEL AND
PATH 77
.8
0
9200
No 10A SINGLE STOREY BRICK DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF 3 LAWN
.0
CONCRETE
CONCRETE
LAWN
6000
84
KERB CONCRETE
BITUMEN ROAD
SINGLE STOREY BRICK DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF
CROSSING
CARPORT
8600
CONCRETE
PORCH
GARAGE WEATHERBOARD
LAWN
PICKET (1.3m HIGH)
WINDOWS NOT VISIBLE ACCESS REQUIRED
SCREENING
LAWN
No 11
No 12
S
SCREENING
WEATHERBOARD SINGLE STOREY DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF
LAWN
CROSSING
2 .3 78
1500
FIBRO WALL
AND
3600
8110
PORCH
LAWN
KERB
DP
DP
PAVED DRIVEWAY
CONCRETE CROSSING
22.5°
22.5°
BOUNDARY 50.60 275°55'50"
CHANNEL
22.5°
DP
DP
.5 22
22.5°
BOUNDARY 13.72 185° 53' 50"
UNIT 1
22.5°
LAWN
LANDSCAPED GARDEN
22.5°
WALL 1.2m HIGH
°
PAVING
.5 22
DP
22.5°
D P
22.5°
22.5°
DP
22.5°
°
PROPOSED RESIDENCE 22.5° No 13 °
22.5°
VERANDAH
22.5° LAWN
PAVING
DP
22.5°
22.5°
5°
(4m HIGH)
22.5°
22.5°
5°
2020
DRIVEWAY
. 22
UNIT 2
1430
22.5°
PROPOSED RESIDENCE 22.5° No 13 5° 22.5° 22.5°
BITUMEN
STREET
°
22.5°
.5 22
°
FORD
.5 22
22.5°
.5 22
BOUNDARY 13.72 5° 53' 50"
22.5°
CARPORT
LAWN
DP
DP
CARPORT
22.5°
AVENUE
7 .8
2200 LAWN
77
SW
DP
LAWN
SHED
DRYING AREA
2500
DRYING AREA
DP
SHED
BOUNDARY 50.60 95° 55' 50"
PARK
DP
78
.8
95° 55' 50"
3000
2200
3
7600
E
LAWN
PORCH
BRICK UNITS FLUSH GABLE TILED ROOF
BRICK UNITS
DOWNPIPE
NOTE:
LAWN
BRICK & STONE (0.8m HIGH)
SINGLE STOREY
PATH
No 15
DOUBLE STOREY
CONCRETE
BRICK (0.8m HIGH)
CONCRETE CROSSING
DP
DG
VACANT
U/G SW PIPE
RI
No 17
LAWN
694.23 m2 438.6 m2 235.9 m2 208.4 m2 296.8 m2 (42.8%) 176.6 m2 201.1 m2 (29.0%)
LEGEND
APPROX. 100.74m TO MURRAY ROAD
WELD MESH (1.2m HIGH)
CROSSING
MURRAY
SITE PLAN 1:200
GSEducationalVersion GSPublisherVersion 0.1.100.88
PROJECT :
DRAWN BY NICHOLAS J. POTTER
1.4 UNIT DEVELOPMENT WORKING DRAWING
CHECKED BY NJP
13 PARK AVENUE
CLIENT
PRESTON VICTORIA 3072
MR & MRS AMANDRO
SCALE :
1:200
DATE :
20/06/2016
DRAWING TITLE : SITE PLAN
DWG No
A01
22020
6160
265
5485
110
90
2630
665
1200
4200
1200
1040
900
90
240
1910
790
5800
900
240
785
4000
240
5320
885
1500
1020
1500
975
2495
1095
1 2
VOID ABOVE
920
300
4
5
6
7
8
9
10
11
13
PTY
14
3 15
90
D01 SM
150
90
F
G G
POR.
3270
560 150
150
110
5640
2500 240
5750
1500
7070
3200
2150
500 4101
90
90 8270
240
10120
1200
AJ PERGOLA ALL F17 TIMBER RAFTERS x 12 - 140 x 45, 2025 LONG EDGE/SIDE BEAM - 140 x 45. 4600 LONG POST x 4 - 120 x 90, 3000 TALL DULUX 'RED ROCK' PAINT FINISH 600 670
2110
240
300
W02
D P
300
W03
S01 A05
1440
WM WM
DB
4260
1500
5640
AJ
UP
D P
D04
1480
2625 NOTE 2
240
1130
1240
125
12
820
AJ
990
5160
920
4050
DW
125
RANGE HOOD ABOVE STOVE
5000
3800
1490 240
TILE
PAVING STONE
W01
500
D P
460
1990
240
450
450 960
240
KITCHEN
1950
W04
LIVING
1110
D P
600
960 240
750
W10
FFB
FFB
W05
350
450
90
MEALS
700
820
AJ
W09
2800
100
AJ
W08
PAVING STONE
2241
S
D05
D P
1200
POR.
D06
D P
260
TILE
1600
800
2880
STUDY
D02
CPT 300
110 1960
CONC 3.5 x 6.5
240
2200
90
2720
10120
W
GARAGE
330 900
TILE
WC
715
D07
820
LAUNDRY
W07
820
D P
570
D08
1800
2250
150
CONC
500
GARAGE
AJ
820
6500
TILE 2.5 x 2.1
6720
LAUNDRY
HW
AJ
S01 A05
WALL (1.2m HIGH)
CL
D03
W06
AJ
800
800
1580
SHED
AJ
AJ
SITE BOUNDARY 50.6m 95° 55' 50"
TIMBER PAILING FENCE (1.8m HIGH)
D P
D P
110
AJ
600 750
3720 90
900
500
1360
240
240 6400
1600
22020
LEGEND: SM DB
GROUND FLOOR PLAN 1:100 UNIT 1
NOTE:
SMART METER POWER DISTRIBUTION BOARD GAS METER
HW
HOT WATER SERVICE
D P
G
DOWNPIPE
1.
REFER TO WINDOW & DOOR SCHEDULE.
2.
90° WINDER STAIRS, TREAD 15 x 255 (50mm NOSING), 16 x 189 RISER, TOTAL RISE 3040, REFER NCC 3.9.1.
3.
LOCATION OF DOWNPIPES & AJs ARE INDICATIVE ONLY AND MAY BE CHANGED AT BUILDERS DISCRETION.
EXHAUST FAN WM
WATER METER AJ S
ARTICULATION JOINTS SMOKE DETECTOR ROOF LINE WALL LINE ABOVE
GSEducationalVersion GSPublisherVersion 0.1.100.88
PROJECT :
DRAWN BY NICHOLAS J. POTTER
1.4 UNIT DEVELOPMENT WORKING DRAWING
CHECKED BY NJP
13 PARK AVENUE
CLIENT
PRESTON VICTORIA 3072
MR & MRS AMANDRO
SCALE :
1:100
DATE :
20/06/2016
DRAWING TITLE : GROUND FLOOR PLAN UNIT 1
DWG No
A02
13920
1350
900
1610
1850
90
600
4140
SITE BOUNDARY 50.6m 95° 55' 50"
D P
TIMBER FENCE FENCE (1.8m HIGH)
S01 A05
955
955
90 6
7
8
9
10
11
12
13
W14
D P
240
14
16
S 15
190
90
D P
700
450
NOTE 4
D P
90 360
600
240
W18
W19
E
NOTE 2
W17
W16
620
900
4580
800
800
5610
150
WALL RIDGE, BOXED OUT 150 x 350
S01 A05
900
4100
W15
3270
TIMBER FENCE FENCE (1.8m HIGH)
90
690
BIR
1090
900
D09
2350
240
90
CPT
1200 530
W13
1200
HALL
LIN
WIR
D15
CPT
1330
600
90
D14
BED 1
820 1560
2070 90 MH
1500
910
820 S
100
960
260
1960 D P
140
W12
D P
720
CPT
D10
TILE
D11
D12
820
720 100
BED 2
ENS
TILE
600
2960 90 3290
6520
D13 7120
BATH
CPT
490
BED 3
WIR
W23
4
D P
90
W22
4995
2050
W21
CARPORT
255
90
3870
7120
600
90
2800
460
90
3500
1050
90
1450
3960
5
240
4590
90 370 90
5370
2800
600
750
200 90
4070
3270
6070
90
90 3810
240
5950
13919
NOTE: 1.
REFER TO WINDOW & DOOR SCHEDULE.
2.
90° WINDER STAIRS, TREAD 15 x 255 (50mm NOSING), 16 x 189 RISER, TOTAL RISE 3040, REFER NCC 3.9.1.
3.
LOCATION OF DOWNPIPES IS INDICATIVE ONLY AND MAY BE CHANGED AT BUILDERS DISCRETION.
4.
ALL FIRST FLOOR EAVES 450mm.
FIRST FLOOR PLAN 1:100 UNIT 1
D P
LEGEND: DOWNPIPE EXHAUST FAN E
MAINS POWER CONNECTION
S
SMOKE DETECTOR
MH
MANHOLE ROOFLINE
GSEducationalVersion GSPublisherVersion 0.1.100.88
PROJECT :
DRAWN BY NICHOLAS J. POTTER
1.4 UNIT DEVELOPMENT WORKING DRAWING
CHECKED BY NJP
13 PARK AVENUE
CLIENT
PRESTON VICTORIA 3072
MR & MRS AMANDRO
SCALE :
1:100
DATE :
20/06/2016
DRAWING TITLE : FIRST FLOOR PLAN
DWG No
A03
STEEL SHEET ROOF, LYSAGHT CUSTOM ORB ACCENT 21, BMT 0.48mm @ 22.5° PITCH, COLORBOND 'SURFMIST' FINISH.
UNIT 1 CL
FL
W19
R.L. 81.47 R.L. 81.17
F.
F.
O.
O.
O.
O.
O.
W18
W17
W16
F.
WEATHERBOARD CLADDING, JAMES HARDIE PRIMELINE NEWPORT, DUELUX 'SURFMIST' PAINT FINISH.
F.
R.L. 78.47
GL
R.L. 78.32
O.
W05
O.
3550
6880
3200
O.
D01
W03
FIBRE CEMENT CLADDING BGC, DULUX 'NATURAL WHITE' PAINT FINISH. DOWNPIPES, LYSAGHT RECTANGULAR, BMT 0.40mm 100 x 75mm COLORBOND 'SURFMIST' FINISH. PERGOLA, REFER NOTE 1.
F.
650
POWER DISTRIBUTION BOARD
W02
W04
1140
FL
O.
3590
3395
2700
CL
150
W15
SOFIT LINING DULUX 'NATURAL WHITE' PAINT FINISH. FASCIA, LYSAFHT NOVALINE COLORBOND 'BASALT' FINISH. GUTTER , LYSAGHT TRIMLINE COLORBOND 'BASALT' FINISH.
4000
O.
302
6850 6832
2445
R.L. 83.92
8.5°
D02 AJ
AJ
AJ
GLAZED BRICK, OSCAR (RED) BY PGH BRICKS & PAVERS. STACK BOND CONFIGURATION WITH WHITE MORTAR.
SOUTH ELEVATION 1:100
RED PRESSED BRICKS WITH 9mm CEMENT RENDER, BY TMC 'CHARCOAL' COLOUR TINT
STEEL SHEET ROOF, LYSAGHT CUSTOM ORB ACCENT 21, BMT 0.48mm @ 22.5° PITCH, COLORBOND 'SURFMIST' FINISH.
RIDGE
UNIT 1 CL
SOFIT LINING DULUX 'NATURAL WHITE' PAINT FINISH. FASCIA, LYSAFHT NOVALINE COLORBOND 'BASALT' FINISH. GUTTER , LYSAGHT TRIMLINE COLORBOND 'BASALT' FINISH.
O.
W23
W22
O.
O.
DOWNPIPES, LYSAGHT RECTANGULAR, BMT 0.40mm 100 x 75mm COLORBOND 'SURFMIST' FINISH.
F.
F.
WEATHERBOARD CLADDING, JAMES HARDIE PRIMELINE NEWPORT, DUELUX 'SURFMIST' PAINT FINISH.
W20
W21
6850
O.
R.L. 81.47 R.L. 81.17
302
6880
2445
R.L. 83.92
FL
TITLE
N.G.L. AJ
FL
R.L. 78.47
GL
R.L. 78.32 N.G.L.
O.
O.
O.
O. W10
W09
O.
O. O.
3200
O.
3490
O.
F.
W08
W07
D03
W06
8.5° TITLE
150
2700
4000
PERGOLA, REFER NOTE 1.
3590
CL
AJ
AJ
AJ
AJ RED PRESSED BRICKS WITH 9mm CEMENT RENDER, BY TMC 'CHARCOAL' COLOUR TINT
NORTH ELEVATION 1:100
DOWNPIPES, LYSAGHT RECTANGULAR, BMT 0.40mm 100 x 75mm COLORBOND 'SURFMIST' FINISH. SOFIT LINING DULUX 'NATURAL WHITE' PAINT FINISH. FASCIA, LYSAFHT NOVALINE COLORBOND 'BASALT' FINISH. GUTTER , LYSAGHT TRIMLINE COLORBOND 'BASALT' FINISH. STEEL SHEET ROOF, LYSAGHT CUSTOM ORB ACCENT 21, BMT 0.48mm @ 22.5° PITCH, COLORBOND 'SURFMIST' FINISH.
RIDGE
SOFIT LINING DULUX 'NATURAL WHITE' PAINT FINISH. FASCIA, LYSAFHT NOVALINE COLORBOND 'BASALT' FINISH. GUTTER , LYSAGHT TRIMLINE COLORBOND 'BASALT' FINISH.
UNIT 1
CL
W13
O.
WEATHERBOARD CLADDING, JAMES HARDIE PRIMELINE NEWPORT, DUELUX 'SURFMIST' PAINT FINISH.
W12
FL
R.L. 81.47 R.L. 81.17
CL
FL
R.L. 81.47 R.L. 81.17
AJ
FL
R.L. 78.32
GL
R.L. 78.47 NGL
TITLE
R.L. 78.47
TITLE
N.G.L.
2700
3490
F. TITLE
TITLE
O.
150
O.
FL
4000
2700
W01
3200
CL
PERGOLA, REFER NOTE 1.
150
6880
O.
2445
O.
302
2445
O.
W14
302
6880
R.L. 83.92
DOWNPIPES, LYSAGHT RECTANGULAR, BMT 0.40mm 100 x 75mm COLORBOND 'SURFMIST' FINISH.
F.
GL
CL
R.L. 83.92
F.
F.
STEEL SHEET ROOF, LYSAGHT CUSTOM ORB ACCENT 21, BMT 0.48mm @ 22.5° PITCH, COLORBOND 'SURFMIST' FINISH.
R.L. 78.32
RED PRESSED BRICKS WITH 9mm CEMENT RENDER, BY TMC 'CHARCOAL' COLOUR TINT GLAZED BRICK, OSCAR (RED) BY PGH BRICKS & PAVERS. STACK BOND CONFIGURATION WITH WHITE MORTAR.
EAST ELEVATION 1:100 NOTE: 1.
GSEducationalVersion GSPublisherVersion 0.1.100.88
PERGOLA - ALL F17 TIMBER - RAFTERS x 12 - 140x45, 2025 LONG - EDGE/SIDE BEAM - 140x45. 4600 LONG - POST x 4 - 120x90, 3000 TALL - DULUX 'RED ROCK' PAINT FINISH
FIBRE CEMENT CLADDING BGC, DULUX 'NATURAL WHITE' PAINT FINISH.
WEST ELEVATION 1:100 PROJECT :
DRAWN BY NICHOLAS J. POTTER
1.4 UNIT DEVELOPMENT WORKING DRAWING
CHECKED BY NJP
13 PARK AVENUE
CLIENT
PRESTON VICTORIA 3072
MR & MRS AMANDRO
SCALE :
1:100
DATE :
20/06/2016
DRAWING TITLE : ELEVATIONS
DWG No
A04
SOFIT LINING 6mm FC SHEETING, DULUX 'NATURAL WHITE' PAINT FINISH. FASCIA LYSAFHT NOVALINE COLORBOND 'BASALT' FINISH. GUTTER , LYSAGHT TRIMLINE COLORBOND 'BASALT' FINISH. STEEL SHEET ROOF, LYSAGHT CUSTOM ORB ACCENT 21, BMT 0.48mm @ 22.5° PITCH, COLORBOND 'SURFMIST' FINISH. ROOF BATTENS 70x35 MGP10 1500mm MAX END SPAN AND 1900mm MAX INTERNAL SPAN WITH REFLECTIVE FOIL SARKING ON ROOF TRUSS 110 x 45 MGP10 @ 600 CTRS. STEEL SHEET ROOF, LYSAGHT CUSTOM ORB ACCENT 21, BMT 0.48mm @ 22.5° PITCH, COLORBOND 'SURFMIST' FINISH. RAISED TOP RIDGE FLASHING BY STRATCO, COLORBOND SURFMIST FINISH. ROOF BATTENS 70x35 MGP10 1500mm MAX END SPAN AND 1900mm MAX INTERNAL SPAN WITH REFLECTIVE FOIL SARKING ON ROOF TRUSS 110 x 45 MGP10 @ 600 CTRS. 13mm PLASTERBOARD CEILING LINING, DULUX 'WHISPER WHITE' PAINT FINISH. BULK INSULATION, MR FLUFFY BATS R5.0.
C.L.
SOFIT LINING 6mm FC SHEETING, DULUX 'NATURAL WHITE' PAINT FINISH. FASCIA LYSAFHT NOVALINE COLORBOND 'BASALT' FINISH. GUTTER , LYSAGHT TRIMLINE COLORBOND 'BASALT' FINISH.
R.L. 83.92
F.
2445
APRON FLASHING
WIR O.
O.
O.
302
W12
R.L. 81.52
C.L.
R.L. 81.17
F.
O. F.
W13
3550
W14
6850
F.L.
BED 1
DOUBLE STUD WALL 90 x 45 MGP10 @ 450 CTRS, WITH ENVIROSEAL SARKING, BULK INSULATION, R2.7 KNAUF EARTHWOOL BATS, WEATHERBOARD CLADDING, JAMES HARDIE PRIMELINE NEWPORT, DUELUX 'SURFMIST' PAINT FINISH. 10mm PLASTERBOARD LINING, DULUX 'WHISPER WHITE' PAINT FINISH.
WALL RIDGE 150 x 350 BOXED OUT 90 x 45 MGP10. 6mm CEMENT SHEETING CLADDING, WITH DULUX 'NATURAL WHITE' PAINT FINISH. APRON FLASHING WITH 'OFF WHITE' FINISH BY STRATCO. DOWNPIPE, LYSAGHT RECTANGULAR, BMT 0.40mm 100 x 75mm COLORBOND 'SURFMIST' FINISH.
STAIRWELL W09
13mm PLASTERBOARD CEILING LINING, DULUX 'WHISPER WHITE' PAINT FINISH. 45 x 70 x 302 POSISTRUT BOTTOM CHORD FLOOR TRUSSES SUPPORTED BY 310UB STEEL UNIVERSAL BEAM & CHANNEL (TO ENGINEERS SPECIFICATION), WITH BULK INSULATION, MR FLUFFY BATS R5.0. 19mm YELLOW TONGUE PARTICLE BOARD WITH CARPET UNDERLAY.
11
3910
10 9 8
2700
LIVING
7
10mm PLASTERBOARD LINING DULUX 'WHISPER WHITE' PAINT FINISH. STUD WALL 90 x 45 MGP10 @ 450 CTRS. BULK INSULATION, R2.7 KNAUF EARTHWOOL WALL BATS WITH ENVIROSEAL SARKING. RED PRESSED BRICK CLADDING, CEMENT RENDER BY TMC CHARCOAL COLOUR TINT.
6
W01
5 4 3
F.
G.L.
O.
2
TIMBER FLOATING FLOORBOARDS BY NATURE PLUS, 15mm JARRAH ON 2mm FOAM UNDERLAY.
1
R.L. 78.47 R.L. 78.32 500
150
F.L.
O.
STUD WALL 90 x 45 MGP10 @ 450 CTRS, WITH ENVIROSEAL SARKING, BULK INSULATION, R2.7 KNAUF EARTHWOOL BATS, 10mm PLASTERBOARD LINING, DULUX 'WHISPER WHITE' PAINT FINISH
100mm SLAB ON GROUND RC (DETAILS TO BE CONFIRMED BY ENGINEER)
90° WINDER STAIRS, REINFORCED CONCRETE, 50mm JARRAH TREAD 15 x 255 (50mm NOSING), 16 x 189 RISER, TOTAL RISE 3040, REFER NCC 3.9.1. BALUSTRADE/HANDRAIL, JARRAH.
S01 A02
GSEducationalVersion GSPublisherVersion 0.1.100.88
Section 01 1:50
PROJECT :
DRAWN BY NICHOLAS J. POTTER
1.4 UNIT DEVELOPMENT WORKING DRAWING
CHECKED BY NJP
13 PARK AVENUE
CLIENT
PRESTON VICTORIA 3072
MR & MRS AMANDRO
SCALE :
1:50
DATE :
20/06/2016
DRAWING TITLE : SECTION 01
DWG No
A05