SCHEDULE OF DRAWINGS:
PROJECT:
UNIT DEVELOPMENT
A-00 - COVERSHEET AND GENERAL NOTES A-01 - SITE PLAN A-02 - GROUND FLOOR PLAN A-03 - FIRST FLOOR PLAN A-04 - ELEVATIONS A-05 - ELEVATIONS A-06 - SECTION
PROJECT ADDRESS:
13 PARK AVENUE, PRESTON, MELBOURNE 3072 GENERAL NOTES: GN01 DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.
GN12 PROVIDE WALL TIES TO BRICKWORK AT MAXIMUM 600MM CRS IN EACH DIRECTION AND WITHIN 300MM OR ARTICULATION JOINTS.
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. 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.
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.
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.
GN14 SUBFLOOR VENTS ARE TO PROVIDE A RATE OF 7500MM SQ CLEAR VENTILATION PER 1000MM RUN OF EXTERNAL WALL AND 2200MM SQ CLEAR VENTILATION PER 1000MM RUN OF INTERNAL DWARF WALLS (LOCATED BELOW BEARER).
GN28 THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO COMMENCEMENT OF ANY WORK.
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.
GN29 WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALING AND LARGE DIMENSIONS SHALL TAKE PREFERENCE OVER SMALL ONES.
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.).
GN30 ALL DIMENSIONS ARE IN METRES AND/OR MILLIMETRES. GN31 STORMWATER 100MM DIAMETER (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 900MM 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 - 75 MM UNDER REINFORCED CONCRETE DRIVEWAYS.
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 - 100MM SQ UP TO 1400MM LONG (1NO. WIRE) - 100MM SQ 1400MM TO 1800MM LONG (2 NO. HD. WIRES) - 125MM SQ 1800MM TO 3000MM LONG (2 NO. HD. WIRES)
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 DEGREES) TO FOUNDING DEPTH.
GN19 THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS.
GN33 SERVICE PIPES AND DRAINAGE PIPE JOINTS TO BE ARTICULATED AT SLAB AND FOOTINGS - WALL PENETRATIONS. BACK FILL TO TRENCHES SHALL BE FULLY COMPACTED.
GN20 THE BUILDING SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF ALL NEW AND EXISTING WORKS.
GN34 WHERE SEWERAGE AND WATER PIPES PASS 'THRU' SLAB AND FOOTINGS, PROVIDE SLEEVOR LAGGING AROUND PIPES TO ALLOW RELATIVE MOVEMENT 25MM MINIMUM ALL AROUND.
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.
GN35 GRADING AND SITE DRAINAGE - THE AREA WITHIN 2000MM OF BUILDING LINE SHALL BE GRADED SO THAT WATER WILL NOT POND AGAINST BUILDING.
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.
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.
GN23 W/C DOORS TO TOILET PANS LOCATED WITHIN 1.2M OF THE DOOR JAMB LIFT OFF HINGES MUST BE FITTING. OTHERWISE THE DOOR MUST SWING OUTWARDS.
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.
GN24 TERMITE CERTIFICATE (WHERE REQUIRED) TO BE INSTALLED INSIDE METER BOX PRIOR TO OCCUPANCY PERMIT OR CERTIFICATE OF FINAL INSPECTION ISSUE.
GN38 ADOPT SEWER GRADE WHEN SUSPENDED UNDER TIMBER FLOOR CLIPPED TO JOIST WITH MINIMUM GRADE.
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.
SUBJECT:
WORKING DRAWINGS GSEducationalVersion
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.
PROJECT:
UNIT DEVELOPMENT
MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072
NORTH:
DRAWN BY:
CHECKED BY:
HARPREET KAUR
HARPREET KAUR
DRAWING
COVER SHEET AND GENERAL NOTES
SCALE:
DATE: 20/06/2016
DWG NO.
A-00
.8
K TO UW
SMOKE DETECTOR
TELEPHONE WIRE
EXHAUST FAN
ELECTRIC WIRE
MAN HOLE
ELECTRICITY POLE
METER BOX
TOTAL SITE AREA FLOOR AREA SITE COVERAGE PERMEABILITY DRIVEWAY
- 694.23m2 - 340.37m2 - 49.02% - 28% -168.90m2
TELEPHONE PIT
DOWN PIPE
UNIT-1 AREA GROUND FLOOR FIRST FLOOR PRIVATE OPEN SPACE
-163.88m2 - 97.32m2 - 49.68m2
UNIT-2 AREA GROUND FLOOR FIRST FLOOR PRIVATE OPEN SPACE
-176.49m2 - 96.19m2 - 78.20m2
SEWER PIT
FUW
FROSTED WINDOW FROSTED UPPER WINDOW
W UW
WINDOW UPPER WINDOW
TOK INV
TOP OF KERB INVERT OF KERB
CROSSING
HWS
S SW
STORMWATER PIT
AJ
ARTICULATION JOINT WATER METER GAS METER STORMWATER PIPE
T W OP AL O L7 F 9. 83
CROSSING
4
GARAGE
8
BRICK (0.6m HIGH) PATH
3 .3 83 E DG EA VE
80
.2
8
RI
CONCRETE KERB
7 .8 80
POS
DG
E
84
.0
3
CROSSING
RI
TO
K
PORCH
CONCRETE CONCRETE
PICKET (1.3m HIGH)
.5
1
PORCH
82
8,600
W
SINGLE STOREY BRICK DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF
0
CROSSING
RO 81 OF .8 4
GARAGE
.3 82 EA VE
8,400
No 9
RI
DG
E
85
.8
2
SINGLE STOREY RENDERED BRICK DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF
RENDERED BRICK (1.5m HIGH)
CARPORT
2
WEATHERBOARD
.5
81
RO
OF
GRASS
SINGLE STOREY WEATHERBOARD DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF
EA VE
POS
WINDOWS NOT VISIBLE ACCESS REQUIRED
VERANDAH
W
PSO
IN TBM RIVET RB TOP OF KE
BRICK & STONE (0.8m HIGH)
W
No 11
AND CHANNEL
5 .5 V
PATH
SEWER PIT
SCREENING KERB
FW
POS
No 10A
6,000
GU
TT
ER
BOUNDARY 50.60 (275°55'50")
1,500
DP
TOP OF WALL
9,200
EA VE
3,600
SW
No 12 SINGLE STOREY BRICK DWELLING COMBINATION OF HIP AND VALLEY AND GABLE TILED ROOF
CONCRETE
5,350
DP
FALL 3°
77
TO
IN
LETTER BOX
M
CONCRETE PAVED DRIVEWAY. CONTINUOUS 3.0M WIDE MIN. ALONG THE TOTAL LENGTH.
AVENUE
.6 77 K
FALL 20°
FALL 25°
DP
1,600
PARK
FALL 25°
NO. 13
CHANNEL
FALL 25°
PORCH
AND
FALL 25°
8,100
FALL 20°
CROSSING
UNIT 1 FALL 25°
FALL 20°
FALL 25°
BOUNDARY 13.72 (185°53'50")
1,500
FALL 3°
TIMBER PANEL FENCE (1.5m HIGH)
FALL 25°
FALL 25°
DRIVE WAY
FIBRO WALL
POS
STORAGE SHED
2,000
DP
3,000
DP FALL 25°
FALL 25°
FALL 25°
SINGLE GARAGE
2,000
W
DP
DP
DOUBLE GARAGE
SINGLE GARAGE
FW
FW
EA 80 VE .8 9
FW
W
FALL 3°
M
DP DP
3,600
FALL 3° FALL 3°
FALL 3°
DP
FALL 25°
FALL 25°
3,000
W
FW
DP
FALL 25° FALL 25°
1,500
FW
DP
FALL 3°
FALL 25°
WATER METER TO BE RELOCATED
DOOR & WINDOW
FW
M
HOT WATER SYSTEM
GAS METER TO BE RELOCATED
D&W
MH
SEWER INSPECTION SHAFT
7,600 FW
W
9,750
SCREENING (4m HIGH)
DRIVEWAY
W
DP
1,800 DP FALL 25°
STORAGE SHED
D&W
POS
UNIT 2
FALL 25°
DP
BOUNDARY 13.72 (5°53'50")
FALL 3°
FW
UW
DP
FW
W
BOUNDARY 50.60 (95°55'50")
BITUMEN
ROOF EAVE
W
UW
2,200
FUW
1,800
RO 80 OF .8 2
FUW
.0 83 E DG RI
.6 85 E DG RI
W
BRICK (0.8m HIGH)
SINGLE STOREY BRICK UNITS FLUSH GABLE TILED ROOF
9
DOUBLE STOREY BRICK UNITS
UW
CONCRETE
STREET
AREA ANALYSIS
76
.7
1
76 RI
EA VE
DG
80
E
.5
7
82
.8
5
POS
DISTANCE TO NEARESSTREET CORNER 100.74m
.2
2
WELD MESH (1.2m HIGH)
VACANT 79
BOUNDARY 13.72 5°53'50"
No 17
No 15
FORD
LEGEND FOR PROPOSED
LEGEND FOR EXISTING
DP
CROSSING
ROAD 5
MURRAY
SITE PLAN SCALE-1:200
SUBJECT:
WORKING DRAWINGS GSEducationalVersion
PROJECT:
UNIT DEVELOPMENT
MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072
NORTH:
N
DRAWN BY:
CHECKED BY:
HARPREET KAUR
HARPREET KAUR
DRAWING
SITE PLAN
SCALE:
DWG NO.
1:200 DATE: 20/06/2016
A-01
22,820
230
350
230
4,930 5,510
W6
3.8x2.6M (TILE)
DP M
(F.B)
D10
F
PORCH
3.81x3.18M
W7
350
1,800 1,200
240
10,120
(T.D)
AJ
240
3,890
ENTRY
1.81x2.3M
1,810 90
KITCHEN
S1 A-06
240
90
710 D9
AJ
1,000 510 1,200
DW
4,740
(F.B)
960
960
W5
4.6x4.74M
(F.B)
240
4.49x4.04M
350
2,410
1,250
LIVING
2,480 350 580 1,210 1,740
DINING
350
90
830
400
UNIT 1
5,220
2,710
DP
POS (GRASS)
240
240
2,650 3,000
W4
1,900
DP
350
1,800
(GRASS)
90 4
WIP
1.3x2.75M (F.B)
90 820 90 610 710 1,670 2,570 1,820 240 90 90 1,300 240 1,080 1,910 1,800
7,060
SPOS
D8
1,200 800
W8
3
240
17XT=267MM R=179MM
AJ
710
BOUNDARY WALL 50.60M
600
8
9
(F.B)
10
1.91x1.8M
2
660 720
STORE 11
13
14
DP
15
1
510
UP
L/C
1,000 600
D6
5
DP
16
1,800
2,750
D7
7
17
90 1,690
6
HALLWAY 1
12
820
900
1,400
(TILE)
1M WIDE (F.B)
W9
240
DP
LINEN
1,450 185
BASIN
240
(CONC.)
100
1.5x1.2M
720 820
610
1,650
DRIVEWAY
(F.B)
720
D4
240
240
S1 A-06
1,510
1,890 1,750
13
12
11
14
DP
15
STORE
G1
(T.D)
2.5x2.71M
D3
DECK
3.28x3.0M
STUDY
0.9x 1.82M (TILE)
(TILE)
D5
W2
HWS
W3
1.65x3.11M
240
17
W1
PWD
L'DRY
110
230
HALLWAY 1 16
DR
1,600
5,080
350
240 90 1,820 1,010
UNIT 2
D2
1,430
AJ
(GRASS)
WM
90 1,200
7,900
6,480
L'DRY
2,290
350
DP
5.5x6.0M
L/C
1,910
3,640
POS
630 820
DOUBLE GARAGE (CONC.)
D1
1,570
230
DP
SINGLE GARAGE 1
PWD
3,250
240
AJ
230
AJ
9,090
400
5,510
9,180
DP
230
6,070 90 510 230 1,650 90 900 90 2,500 90 610 180 1,450 830 1,190 1,570 240 300
3,460 2,290 90
3,950
3,800
90
2,300
350
2,210 240
8,060
1,600
1,970
240
3,810
22,820
GROUND FLOOR PLAN
LEGEND
LEGEND
SMOKE DETECTOR
F.B - FLOOR BOARD
EXHAUST FAN
SCALE-1:100
M
DOWN PIPE HOT WATER SYSTEM ARTICULATION JOINT
SUBJECT:
WORKING DRAWINGS GSEducationalVersion
POL. CONC. - POLISHED CONCRETE
METER BOX
DP
MAN HOLE
CPT. - CARPET MH
PROJECT:
UNIT DEVELOPMENT
MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072
HWS
CONC. - CONCRETE TILE - PORCELAIN TILES T.D. - TIMBER DECK
AJ
NORTH:
N
DRAWN BY:
CHECKED BY:
HARPREET KAUR
HARPREET KAUR
DRAWING
GROUND FLOOR PLAN
SCALE:
DWG NO.
1:100 DATE: 20/06/2016
A-02
15,750 8,680 100 100
3,990
90
2,000
7,070
2,310
90
2,000 90
5,750
610
220
3,290
90
2,390
850
3,600
100
600 1,500
1730
100
1,940 100
3,840 3,940
240
3,790
90 830 730
100
4,030
1,700
420
850
90
S1 A-06
FALL 20°
W15
1,720 3,600
720
D19
FALL 3°
(CPT.)
W14
1,200
100 1,100 100
8,040
6,840
3,290
DP
WIR 3
2.1x1.45M
100
W16
W13
3,260
(CPT.)
90
D20 WC
BED 3
3.6x3.26M
100
720
1,660
(TILE)
(CPT.)
1,000 90
1.7x1.66M
890
2,050 730
2,200
WIR 2
2.1x1.625M
BASIN
4
2,580
D17
MH
3
90 1,000 820 90 1,800
D18
2,280 850 930 90 1,545 1,625 90
2
FALL 20°
720 700
DP
950
W12
BOX GUTTER
DP
840
D16
FALL 20°
UNIT 1
90
(CPT.)
1
90
180 820
2.3M WIDE
(CPT.)
910
HALLWAY 2
BED 2
90
D15
W17
840 610
980
450
3.6x3.29M
90
820
(TILE)
3,940
1,200
DP
100 90
(TILE)
DP
DP
BATH
1.7x1.0M
240
W11
3.29x2.2M
1,000 240
7
8
9
12
11
310
13
14
W18
(TILE)
5
L/C
15
17XT=267MM R=179MM
90 710 90 1,500
650 720
DN
W10
ENS
2.0x2.61M
D14
16
W19
S1 A-06
195 610
6
D11
10
720 100 1,300
520
D12
D13
2,610
DP
1,380
100 4,200
WIR 1
17 17
1,610
13
12
14
3.99x4.2M
FALL 3°
W21
2.31x2.61M (CPT.)
(CPT.)
900 610
15
MASTER BED
1,610
L/C
16
DP
17
2,030 90 420 240 100 1,000 1,790
DN
100
8,040
UNIT 2
4,400
BATH
11
FALL 3°
450
450
BOX GUTTER
W20
140
DP
BOUNDARY WALL 50.60M (95°55'50")
DP
DP
BOX GUTTER
850 850 850 680 90
2,100
100
7,780 15,750
NOTE FOR FIRST FLOOR WINDOWS:
FIRST FLOOR PLAN
- ALL AWNING WINDOWS ARE TO BE FIXED TINTED GLASS TO 1.7M HEIGHT REFER TO OVERLOOKING TO ADJACENT PROPERTIES - ALL FIXED WINDOWS ARE TO BE TINTED GLASS WINDOWS.
SCALE-1:100
LEGEND
LEGEND
SMOKE DETECTOR
F.B - FLOOR BOARD
EXHAUST FAN METER BOX DOWN PIPE ARTICULATION JOINT
WORKING DRAWINGS GSEducationalVersion
POL. CONC. - POLISHED CONCRETE M
HOT WATER SYSTEM
SUBJECT:
CPT. - CARPET MH
DP
MAN HOLE
PROJECT:
UNIT DEVELOPMENT
MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072
HWS
CONC. - CONCRETE TILE - PORCELAIN TILES T.D. - TIMBER DECK
AJ
NORTH:
N
DRAWN BY:
CHECKED BY:
HARPREET KAUR
HARPREET KAUR
DRAWING
FIRST FLOOR PLAN
SCALE:
DWG NO.
1:100 DATE: 20/06/2016
A-03
R3
C2
WD
85,350
R3
83,610 C.L
UNIT 1
R2 BG
W12
2,400
W13
C2
6,820
81,210
C3 C1 RC
78,160
W5
TD
LEGEND
C1- 240MM THICK BRICKVENEER WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH.
R2- BORAL CONCRETE CONTOUR ROOF TILES @ 20ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH.
C2- TIMBER STUD WALL WITH WEATHERTEX WEATHERGROOVE 150 NATURAL 10MM THICK CLADDING PANELS (SIZE:3660MMX1196MM).
R3- BORAL CONCRETE CONTOUR ROOF TILES @ 25ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH.
C3- 230MM DOUBLE BRICK WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH.
EV&G- LYSAUGHT ALUMINIUM QUAD GUTTER AND NOVALINE FACIA IN CHARCOAL GREY FINISH.
PW- TIMBER STUD PARAPET WALL RENDER WITH DULUX NATURAL WHITE COLOUR FINISH.
TD- BORAL TIMBER DECKING SPOTTED GUM 19MM THICK.
BC- 350X350MM BRICK COLUMN FROM MELBOURNE BRICK WITH ELEMENT NICKEL BRICK FINISH. RC- BRICK VENEER COLUMN RENDER WITH DULUX NATURAL WHITE COLOUR FINISH.
F.L
G.L
D10
AJ
W3
G.L
N.G.L
D1
WD- ALL WINDOW & DOOR FROM TRENDS WINDOW & DOORS IN PRIMROSE COLOUR FINISH. GD- STEEL-LINE GARAGE DOOR IN COLORBOND DOMAIN COLOUR FINISH. BG- ALCOIL CONCEALED ALUMINIUM 0.70MM BOX GUTTER IN SLATE GREY COLOUR FINISH.
150
F.L
W6
C1
150
N.G.L
2,400
BC
C.L
PW
3,810
3,600
PW C1
3,200 2,700 350
650
F.L
7,340
EV&G
LEGEND
EAST ELEVATION SCALE-1:100
85,350
EV&G
C1
WD
R3
C2
EV&G
C1
R3
C2
85,600
WD
83,610
83,610
78,160
81,210 F.L C.L
78,010
TD
150
150
G.L
81,210 80,560
3,200
F.L
N.G.L
W20
GARAGE C.L
3,810
2,700
RC
W21
PW
650
BG
2,400
C.L
W10
W4
AJ
D8
W2
AJ
W1
D2
7,590
W11
UNIT 2
C3
UNIT 1
R2
2,550 650 3,200
81,210
PW
400
BC
6,770
2,400
C.L
F.L 350
7,340
C.L
F.L G.L
N.G.L
78,160
F.L G.L
AJ WALL ON BOUNDARY
NORTH ELEVATION SCALE-1:100
SUBJECT:
WORKING DRAWINGS GSEducationalVersion
PROJECT:
UNIT DEVELOPMENT
MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072
NORTH:
DRAWN BY:
CHECKED BY:
HARPREET KAUR
HARPREET KAUR
DRAWING
ELEVATIONS
SCALE:
DWG NO.
1:100 DATE: 20/06/2016
A-04
85,600
EV&G
C2
C3
R3
WD
C1
R3
C1
WD
R3
C2
85,350
EV&G
83,610
83,610 C.L
G.L
G1
AJ
W8
W7
AJ
2,400 350 2,700
3,600
C.L
78,160
N.G.L
F.L
TD
G.L
150
F.L G.L
78,010
M
F.L
150
78,160
81,210
650 400
W14
2,850
2,550
N.G.L
BC
PW
2,400
W15
C1
1,900MAX
W16
3,810
650
W18
W17
GARAGE C.L 3,200
2,700
C.L
80,560
6,930
81,210
F.L 150
6,770
2,400
81,210
R2
UNIT 1
GD
F.L 350
7,590
UNIT 2
7,340
C.L
SOUTH ELEVATION SCALE-1:100
85,350
R3
C2
R3
WD
C1
R3
C1
EV&G
83,610
N.G.L
UNIT 2 78,160
2,850
C.L
W19
3,200
350
F.L
UNIT 1 6,930
6,770
2,400
81,210
2,700
7,340
C.L
150
F.L
LEGEND
LEGEND
C1- 240MM THICK BRICKVENEER WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH.
R2- BORAL CONCRETE CONTOUR ROOF TILES @ 20ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH.
C2- TIMBER STUD WALL WITH WEATHERTEX WEATHERGROOVE 150 NATURAL 10MM THICK CLADDING PANELS (SIZE:3660MMX1196MM).
R3- BORAL CONCRETE CONTOUR ROOF TILES @ 25ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH.
C3- 230MM DOUBLE BRICK WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH.
EV&G- LYSAUGHT ALUMINIUM QUAD GUTTER AND NOVALINE FACIA IN CHARCOAL GREY FINISH.
PW- TIMBER STUD PARAPET WALL RENDER WITH DULUX NATURAL WHITE COLOUR FINISH.
TD- BORAL TIMBER DECKING SPOTTED GUM 19MM THICK.
BC- 350X350MM BRICK COLUMN FROM MELBOURNE BRICK WITH ELEMENT NICKEL BRICK FINISH.
N.G.L
RC- BRICK VENEER COLUMN RENDER WITH DULUX NATURAL WHITE COLOUR FINISH.
F.L
G.L
WD- ALL WINDOW & DOOR FROM TRENDS WINDOW & DOORS IN PRIMROSE COLOUR FINISH. GD- STEEL-LINE GARAGE DOOR IN COLORBOND DOMAIN COLOUR FINISH. BG- ALCOIL CONCEALED ALUMINIUM 0.70MM BOX GUTTER IN SLATE GREY COLOUR FINISH.
G.L
W8
WEST ELEVATION SCALE-1:100
SUBJECT:
WORKING DRAWINGS GSEducationalVersion
PROJECT:
UNIT DEVELOPMENT
MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072
NORTH:
DRAWN BY:
CHECKED BY:
HARPREET KAUR
HARPREET KAUR
DRAWING
ELEVATIONS
SCALE:
DWG NO.
1:100 DATE: 20/06/2016
A-05
C2
R3
C1
SW
R3
85,350
R3
83,610 C.L
EV&G
450
W13
BASIN
C2
WIR 3
BED 3
2,400
STAIRCASE 900MM HIGH RAILING
BG
PW
81,210
D18
F.L
14
D8
W4
1,600 2,400
5 3
PORCH
D6
78,160 F.L
G.L
G.L
WD
ST
S1 A-02
SW
FL1
TD
SECTION 1 SCALE-1:50
LEGEND
LEGEND
C1- 240MM THICK BRICKVENEER WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH WITH 90X45MM MGP10 TIMBER STUD @ 450 CTRS R2.5 BULK INSULATION WITH 10MM GYPROCK PLASTER BOARD LINING WITH DULUX SAGO HALF PAINT FINISH.
R3- BORAL CONCRETE CONTOUR ROOF TILES @ 25ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH ON REFLECTIVE FOIL SARKING ON 35X75MM MGP10 ROOF BATTENS SPACING @ 330MM CTRS. TRUSSES TO MANUFACTURERS DESIGN AND SPECIFICATIONS. R4.0 BULK INSULATION ON 10MM GYPROCK PLASTER BORAD WITH DULUX WHITE COLOUR PAINT FINISH.
C2- 90X45MM MGP10 TIMBER STUD WALL WITH WEATHERTEX WEATHERGROOVE 150 NATURAL 10MM THICK CLADDING PANELS (SIZE:3660MMX1196MM). C3- 230MM THICK DOUBLE BRICK WALL FROM MELBOURNE BRICK WITH ESCURA SMOOTH FACE PEARL GREY FINISH. SW- 90X45MM TIMBER STUD WALL WITH 10MM GYPROCK PLASTER BOARD LINING BOTH THE SIDES WITH DULUX SAGO HALF PAINT FINISH. PW- 90X45MM MGP10 TIMBER STUD PARAPET WALL RENDER WITH DULUX NATURAL WHITE COLOUR FINISH. BC- 350X350MM BRICK COLUMN FROM MELBOURNE BRICK WITH ELEMENT NICKEL BRICK FINISH. R1- COLORBOND SPANDEK STEEL 0.42MM ROOF SHEETING @ 3ยบ ROOF PITCH IN CHARCOAL GREY COLOUR FINISH ON REFLECTIVE FOIL SARKING ON 35X75MM MGP10 ROOF BATTENS SPACING @ 330MM CTRS ON 150MMX45MM TIMBER RAFTERS ON 10MM GYPROCK PLASTER BORAD WITH DULUX WHITE COLOUR PAINT FINISH. R2- BORAL CONCRETE CONTOUR ROOF TILES @ 20ยบ ROOF PITCH IN COLORBOND CHARCOAL GREY COLOUR FINISH ON REFLECTIVE FOIL SARKING ON 35X75MM MGP10 ROOF BATTENS SPACING @ 330MM CTRS. TRUSSES TO MANUFACTURERS DESIGN AND SPECIFICATIONS. R4.0 BULK INSULATION ON 10MM GYPROCK PLASTER BORAD WITH DULUX WHITE COLOUR PAINT FINISH.
SUBJECT:
WORKING DRAWINGS GSEducationalVersion
150
G1
BC
W2
1,375
2,600
2,332
W9
STORE
C.L
LIVING
2,700
12
KITCHEN/DINING
3,810
WIP
13
C.L
3,200
R1
650
600
D17
17XT=267MM R=179MM
17
C1
7,340
R2
FL2
6,930
GD
6,770
C3
350
310
450
PROJECT:
UNIT DEVELOPMENT
MR. & MRS AMANDRO 13 PARK AVENUE, PRESTON, MELBOURNE 3072
NORTH:
EV&G- LYSAUGHT ALUMINIUM QUAD GUTTER SIZE:115MMX90MM AND NOVALINE FACIA SIZE:18MMX185MM IN CHARCOAL GREY FINISH. TD- BORAL TIMBER DECKING SPOTTED GUM 19MM THICK AS PER ENGINEER'S SPECIFICATIONS. WD- ALL WINDOW & DOOR FROM TRENDS WINDOW & DOORS IN PRIMROSE COLOUR FINISH. GD- STEEL-LINE GARAGE DOOR IN COLORBOND DOMAIN COLOUR FINISH. FL1- BORAL ENGINEERED (134MMX1820MM) HARDWOOD 14MM THICK COPPER BLACK BUTT FLOORING ON 100MM RC SLAB WITH POLYTHENE VAPORE BARRIER ON 50MM PACKING SAND TO ENGINEER'S SPECIFICATION . FL2- 18MM THICK MIRALIE-PIRA CARPET FROM CHOICE FLOORING ON 5MM BRIDGESTONE ACOUSTALAY UNDERLAYMENT ON 19MM YELLOW TOUNGE ON POSI-STRUT WITH ENGINEER'S SPECIFICATIONS WITH R4.0 BULK INSULATION ON 10MM GYPROCK PLASTER BORAD WITH DULUX WHITE COLOUR PAINT FINISH. BG- ALCOIL CONCEALED ALUMINIUM 0.70MM BOX GUTTER 200MM WIDE IN SLATE GREY COLOUR FINISH. ST- TIMBER STAIRS HARDWOOD COPPER BLACK BUTT ACCORDING TO MANUFACTURES SPECIFICATIONS.
DRAWN BY:
CHECKED BY:
HARPREET KAUR
HARPREET KAUR
DRAWING
SECTION
SCALE:
DWG NO.
1:50 DATE: 20/06/2016
A-06