survey strata survey strata · 17 . 07 tf [] low l'stone wall approx f/l at door (timber) 17.18...
TRANSCRIPT
-
THIS IS ONE OF THE DRAWINGSREFERED TO IN THE CONTRACT :OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
DATE: 20/08/2020SCALE: 1:200
JOB N°:REVISION N°:
01SHEET N°:
of 09
1904R11
EXISTING SITE PLAN
01
PREMIUM VENADO VARIATIONS: DATE:REV: DESCRIPTION: INT:
/C1S/
/C2S/
/BS/
/C1D/
/C2D/
/BD/
'1 ' CONTRACT (SILVER PLANS) TD 29.07.20 '2 ' '3' '4 ' '5' '6' '7' '8' '9' '10' '11' '12' '13'
.
Due to lack of survey marks/pegs, all building offsetdimensions & features are approximate only andpositioned from existing pegs/fences and walls whichmay not be on the correct alignment and are to beverified when repegged. Any design that involvesadditions to any structures shown or portion of structuresremaining after any demolition has taken place requires
DISCLAIMER:
boundaries to be repegged and exact offsets providedto your designer/architect before any plans are producedand before any work is started on site.
OLDAREA
WARNING:Check developer/strata company regarding possiblefuture/existing internal service run ins, positions &details. Check for possible private sewer lines &position & details of connection to strata lot. Bewarepossible building restrictions on strata lot bymanagement statement or by-laws. If strataboundaries not defined on plan only parent lot maybe re-pegged and line pegs placed.
Scale 1:2000 2 4 6 8
W
S
E
N
SURVEYSTRATA
LOT 1
SOIL DESCRIPTIONSandRefer to Survey
453072 08 May 19 T.Currey
Builder : 101 Residential Pty LtdCLIENT : WEINBAUERSURVEY STRATA LOT 1 #28A Dilkara Way, City Beach
Survey Strata Plan2528 Original Lot 38 on Plan 10632
SURVEYSTRATA
LOT 2
7 8 ° 4 1 '4 0 "12.59
1 0 1° 1 6
'4 7"
38.98
7 8 ° 4 3 '1 3 "
12.571 0 1
° 1 8'2 0
"3.521 3 5 ° 0 '0 "
30.66
9 0 ° 0 '0 "
23.39
135°0'0"
1.02
38.98
(16.09)
(13.61)
17.1
217
.09
1 7 .0 917
.03
17.0
317
.22
1 9 .0 8
18 .59
17 .11
17 .1018 .41
17.0
817
.071
7 .27
17.0
3
17.0
217
.01
1 7 .0 317
.02
1 7 .06
1 7 .0 3
17.041 7 .0 4
1 7 .0 5
1 7 .0 4
1 6 .9 8
15 .93
16.9
91 6 .91
16.93
16 .97
17 .88
16 .9116 .93
16.9
516
.94
1 6 .95
16.9
616
.96
1 6 .97
17.0
7
1 7 .0 51 7 .0 7
17 .04
1 7 .0 517.0717 .01
1 7 .1 1
17.0
7
1 7 .0 4
17 .0717 .09
16 .9917 .00
16 .9816.95
1 6 .9 5
15 .40
15 .54
15 .89
16 .41
17 .83 16 .89
16.8
8
1 7 .7 5
1 7 .8 0
17.7
7
17.7
8
17.1
9
1 7 .0 417
.13
17.05
17 .1817 .17
17.0
2
17.1
0
17.2
0
1 7 .49 1 7 .5 51 7 .4 3
17.6
8
1 7 .6 317.
10
2.452.45
2.4 2.4
7.48
7
6.52
101°18
'20"
101°18
'20"
90° 90° 90°
VEHICLEACCESSEASEMENT
BitumenDilkara Way
Nil
NilNil
Ref Nail At Base Of Kerb A.H.D. level 17.54m(Established from S.S.M.WEMBLEY 24A using data suppliedby the Geodetic Section of Landgate)
Non-Mount
Non-Mount
Light Pole
BitumenCrossover
ConcreteCrossover
PEGFNDT
PEGGONE
PEGGONE
PEGGONE
PEGGONE
NAIL & PLATEFOUND IN BITUMENN
ConcreteConc
rete
Lawn
Brick Wall
BrickWall
Brick &Galv Garage-Under Const.
Approx F/L 17.05
Poss
Par
apet
Wall
Timber & GalvCarport Over
Concrete
ApproxF/L 15.51
GroundFloor
FirstFloor
2-Storey Brick& Tile On Slab (#30)
P . A . W
BrickLetterbox
LowBrickWall
Porch UMROver Concrete
TW[
]
17 .05
1 7 .10
17 .11
1 7 .14
Approx F/L AtDoor (Timber) 17.18
Approx F/L AtDoor (Brick) 16.99
CarportUMR OverConcreteMeter Box
(Elec.) M
Galv PatioOver Brick
Brick
Lawn
Garden
GalvShed
Door
GalvPatioOver
Concrete
17.2
3
17.1
817
.22
1 9 .0 3TW[ ]
TF[ ]17.3
7
1 7 .1 7
17 .07
TF[
]Low L'stone Wall
Approx F/L AtDoor (Timber) 17.18
Brick& Slabs
16 .56
TF[
]
Gate
ExistingFibro (Capped,
Fair Cond.)
RECREATIONRESERVE
Slabs
OceanViews
Brick & TileOn Slab (#28A)
Door
2-Storey Brick& Tile On Slab-Under Const.
(#28)
Brick Wall
17 .03
17 .88
TW[
]
TW[
]16 .91
16.93
16 .91
17 .03
17.1
4
Garden
Garden
LowL'stone
Wall
(Meas Abt. 12.57)
(Meas Abt. 3.52)
(Meas Abt. 1.02)
(Meas A
bt. 23.39
)
Sewer M/H(17.47)
Unable to CalculateSewer Junction Depth Due to Lack ofInformation on Water CorporationE-Plan. Verify Junction Invert, Depth& Details With Water Corporation.BUILDER and PLUMBER check GRADE
NOTE:
Sewer JunctionUp: 1.7Inv: 13.6NOTE: UP
NOTE:Approx. Sewer Clearance Line(This line is NOT an easement)Setbacks MUST be confirmedby Water Corp. before anydesign work is undertaken.This line is NOT definitive.
0.004 mSSL 2 MISCLOSE
0.004 mSSL 1 MISCLOSE
1:200cJ/N: DATE: DRAWN:SCALE:
Licensed Surveyors
87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998
Email : [email protected] Website: www.cottage.com.au
Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.
Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fencesonly which may not be on correct cadastral alignment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.
Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.
Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.
DISCLAIMER:
DISCLAIMER:
DISCLAIMER:
DISCLAIMER:
SEC DomePower PolePhone Pits
LEGE
ND T CTP 10.00TWTRTF
[[[[
10.0010.0010.00
]]]]
Top Pillar/PostTop WallTop RetainingTop Fence
W Water Conn.
Out L
evels
Uno
b.Ou
t Lev
els U
nob.
Sewe
r I.O
.
Positions of all sewer manholes, junctions and sewerlines are approximate only due to lack of information.Please confirm all positions with Water Corp.
NOTE:
-
THIS IS ONE OF THE DRAWINGSREFERED TO IN THE CONTRACT :OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
DATE: 20/08/2020SCALE: 1:200, 1:100
JOB N°:REVISION N°:
02SHEET N°:
of 09
1904R11
SITE DEMOLITION PLAN
01
PREMIUM VENADO VARIATIONS: DATE:REV: DESCRIPTION: INT:
/C1S/
/C2S/
/BS/
/C1D/
/C2D/
/BD/
'1 ' CONTRACT (SILVER PLANS) TD 29.07.20 '2 ' '3' '4 ' '5' '6' '7' '8' '9' '10' '11' '12' '13'
.
Due to lack of survey marks/pegs, all building offsetdimensions & features are approximate only andpositioned from existing pegs/fences and walls whichmay not be on the correct alignment and are to beverified when repegged. Any design that involvesadditions to any structures shown or portion of structuresremaining after any demolition has taken place requires
DISCLAIMER:
boundaries to be repegged and exact offsets providedto your designer/architect before any plans are producedand before any work is started on site.
OLDAREA
WARNING:Check developer/strata company regarding possiblefuture/existing internal service run ins, positions &details. Check for possible private sewer lines &position & details of connection to strata lot. Bewarepossible building restrictions on strata lot bymanagement statement or by-laws. If strataboundaries not defined on plan only parent lot maybe re-pegged and line pegs placed.
Scale 1:2000 2 4 6 8
W
S
E
N
SURVEYSTRATA
LOT 1
SOIL DESCRIPTIONSandRefer to Survey
453072 08 May 19 T.Currey
Builder : 101 Residential Pty LtdCLIENT : WEINBAUERSURVEY STRATA LOT 1 #28A Dilkara Way, City Beach
Survey Strata Plan2528 Original Lot 38 on Plan 10632
SURVEYSTRATA
LOT 2
7 8 ° 4 1 '4 0 "12.59
1 0 1° 1 6
'4 7"
38.98
7 8 ° 4 3 '1 3 "
12.571 0 1
° 1 8'2 0
"3.521 3 5 ° 0 '0 "
30.66
9 0 ° 0 '0 "
23.39
135°0'0"
1.02
38.98
(16.09)
(13.61)
17.1
217
.09
1 7 .0 917
.03
17.0
317
.22
1 9 .0 8
18 .59
17 .11
17 .1018 .41
17.0
817
.071
7 .27
17.0
3
17.0
217
.01
1 7 .0 317
.02
1 7 .06
1 7 .0 3
17.041 7 .0 4
1 7 .0 5
1 7 .0 4
1 6 .9 8
15 .93
16.9
91 6 .91
16.93
16 .97
17 .88
16 .9116 .93
16.9
516
.94
1 6 .95
16.9
616
.96
1 6 .97
17.0
7
1 7 .0 51 7 .0 7
17 .04
1 7 .0 517.0717 .01
1 7 .1 1
17.0
7
1 7 .0 4
17 .0717 .09
16 .9917 .00
16 .9816.95
1 6 .9 5
15 .40
15 .54
15 .89
16 .41
17 .83 16 .89
16.8
8
1 7 .7 5
1 7 .8 0
17.7
7
17.7
8
17.1
9
1 7 .0 417
.13
17.05
17 .1817 .17
17.0
2
17.1
0
17.2
0
1 7 .49 1 7 .5 51 7 .4 3
17.6
8
1 7 .6 317.
10
2.452.45
2.4 2.4
7.48
7
6.52
101°18
'20"
101°18
'20"
90° 90° 90°
VEHICLEACCESSEASEMENT
BitumenDilkara Way
Nil
NilNil
Ref Nail At Base Of Kerb A.H.D. level 17.54m(Established from S.S.M.WEMBLEY 24A using data suppliedby the Geodetic Section of Landgate)
Non-Mount
Non-Mount
Light Pole
BitumenCrossover
ConcreteCrossover
PEGFNDT
PEGGONE
PEGGONE
PEGGONE
PEGGONE
NAIL & PLATEFOUND IN BITUMENN
ConcreteConc
rete
Lawn
Brick Wall
BrickWall
Brick &Galv Garage-Under Const.
Approx F/L 17.05
Poss
Par
apet
Wall
Timber & GalvCarport Over
Concrete
ApproxF/L 15.51
GroundFloor
FirstFloor
2-Storey Brick& Tile On Slab (#30)
P . A . W
BrickLetterbox
LowBrickWall
Porch UMROver Concrete
TW[
]
17 .05
1 7 .10
17 .11
1 7 .14
Approx F/L AtDoor (Timber) 17.18
Approx F/L AtDoor (Brick) 16.99
CarportUMR OverConcreteMeter Box
(Elec.) M
Galv PatioOver Brick
Brick
Lawn
Garden
GalvShed
Door
GalvPatioOver
Concrete
17.2
3
17.1
817
.22
1 9 .0 3TW[ ]
TF[ ]17.3
7
1 7 .1 7
17 .07
TF[
]Low L'stone Wall
Approx F/L AtDoor (Timber) 17.18
Brick& Slabs
16 .56
TF[
]
Gate
ExistingFibro (Capped,
Fair Cond.)
RECREATIONRESERVE
Slabs
OceanViews
Brick & TileOn Slab (#28A)
Door
2-Storey Brick& Tile On Slab-Under Const.
(#28)
Brick Wall
17 .03
17 .88
TW[
]
TW[
]16 .91
16.93
16 .91
17 .03
17.1
4
Garden
Garden
LowL'stone
Wall
(Meas Abt. 12.57)
(Meas Abt. 3.52)
(Meas Abt. 1.02)
(Meas A
bt. 23.39
)
Sewer M/H(17.47)
Unable to CalculateSewer Junction Depth Due to Lack ofInformation on Water CorporationE-Plan. Verify Junction Invert, Depth& Details With Water Corporation.BUILDER and PLUMBER check GRADE
NOTE:
Sewer JunctionUp: 1.7Inv: 13.6NOTE: UP
NOTE:Approx. Sewer Clearance Line(This line is NOT an easement)Setbacks MUST be confirmedby Water Corp. before anydesign work is undertaken.This line is NOT definitive.
0.004 mSSL 2 MISCLOSE
0.004 mSSL 1 MISCLOSE
1:200cJ/N: DATE: DRAWN:SCALE:
Licensed Surveyors
87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998
Email : [email protected] Website: www.cottage.com.au
Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.
Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fencesonly which may not be on correct cadastral alignment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.
Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.
Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.
DISCLAIMER:
DISCLAIMER:
DISCLAIMER:
DISCLAIMER:
SEC DomePower PolePhone Pits
LEGE
ND T CTP 10.00TWTRTF
[[[[
10.0010.0010.00
]]]]
Top Pillar/PostTop WallTop RetainingTop Fence
W Water Conn.
Out L
evels
Uno
b.Ou
t Lev
els U
nob.
Sewe
r I.O
.
Positions of all sewer manholes, junctions and sewerlines are approximate only due to lack of information.Please confirm all positions with Water Corp.
NOTE:
NOTE:ALL EXISTING STRUCTURES, WALLS, SHED,ETC. SHOWN HATCHED TO BE REMOVEDPRIOR TO COMMENCEMENT OFCONSTRUCTION.
-
THIS IS ONE OF THE DRAWINGSREFERED TO IN THE CONTRACT :OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
DATE: 20/08/2020SCALE: 1:100, 1:200
JOB N°:REVISION N°:
03SHEET N°:
of 09
1904R11
SITE PLAN
01
PREMIUM VENADO VARIATIONS: DATE:REV: DESCRIPTION: INT:
/C1S/
/C2S/
/BS/
/C1D/
/C2D/
/BD/
'1 ' CONTRACT (SILVER PLANS) TD 29.07.20 '2 ' '3' '4 ' '5' '6' '7' '8' '9' '10' '11' '12' '13'
SITE COVERAGEZONED R20% ALLOWED 50%SITE AREA 445.45m2SITE COV. AREA 205.32m2
OPEN SPACE =53.9%
D.P
INT. D.P
INT. D.P
D.P
INT. D.P
D.P
D.P
D.P
D.P
800 800 2,500 2,090 6,600 100
800 10,350 1,640 100
2,279
1,253
976
976
1,779
1,600
100
3,900
1,900
700
1,200
4,890
8,800
9,100
12,39
05,6
003,2
008,6
85
1,243
NO SERVICE AREA.
PLUMB DUCT
PLUMB DUCT
EXTENT OF UPPERFLOOR
.
Due to lack of survey marks/pegs, all building offsetdimensions & features are approximate only andpositioned from existing pegs/fences and walls whichmay not be on the correct alignment and are to beverified when repegged. Any design that involvesadditions to any structures shown or portion of structuresremaining after any demolition has taken place requires
DISCLAIMER:
boundaries to be repegged and exact offsets providedto your designer/architect before any plans are producedand before any work is started on site.
OLDAREA
WARNING:Check developer/strata company regarding possiblefuture/existing internal service run ins, positions &details. Check for possible private sewer lines &position & details of connection to strata lot. Bewarepossible building restrictions on strata lot bymanagement statement or by-laws. If strataboundaries not defined on plan only parent lot maybe re-pegged and line pegs placed.
Scale 1:2000 2 4 6 8
W
S
E
N
SOIL DESCRIPTIONSandRefer to Survey
453072 08 May 19 T.Currey
Builder : 101 Residential Pty LtdCLIENT : WEINBAUERSURVEY STRATA LOT 1 #28A Dilkara Way, City Beach
Survey Strata Plan2528 Original Lot 38 on Plan 10632
SURVEYSTRATA
LOT 2
7 8 ° 4 1 '4 0 "12.59
1 0 1° 1 6
'4 7"
38.98
7 8 ° 4 3 '1 3 "
12.571 0 1
° 1 8'2 0
"
1 3 5 ° 0 '0 "
30.66
23.39
135°0'0"
1.02
38.98
(16.09)
(13.61)
17.1
217
.09
1 7 .0 917
.03
17.0
317
.22
1 9 .0 8
18 .59
17 .11
17 .1018 .41
17.0
817
.071
7 .27
17.0
3
17.0
217
.01
1 7 .0 317
.02
1 7 .06
1 7 .0 3
17.041 7 .0 4
1 7 .0 5
1 7 .0 4
1 6 .9 8
15 .93
16.9
91 6 .91
16.93
16 .97
17 .88
16 .9116 .93
16.9
516
.94
1 6 .95
16.9
616
.96
1 6 .97
17.0
7
1 7 .0 51 7 .0 7
17 .04
1 7 .0 517.0717 .01
1 7 .1 1
17.0
7
1 7 .0 4
17 .0717 .09
16 .9917 .00
16 .9816.95
1 6 .9 5
15 .40
15 .54
15 .89
16 .41
17 .83 16 .89
16.8
8
1 7 .7 5
1 7 .8 0
17.7
7
17.7
8
17.1
9
1 7 .0 417
.13
17.05
17 .1817 .17
17.0
2
17.1
0
17.2
0
1 7 .49 1 7 .5 51 7 .4 3
17.6
8
1 7 .6 317.
10
2.452.45
2.4 2.4
7.486.5
2
101°18
'20"
90° 90° 90°
VEHICLEACCESSEASEMENT
BitumenDilkara Way
Nil
NilNil
Ref Nail At Base Of Kerb A.H.D. level 17.54m(Established from S.S.M.WEMBLEY 24A using data suppliedby the Geodetic Section of Landgate)
Non-Mount
Non-Mount
Light Pole
BitumenCrossover
ConcreteCrossover
PEGFNDT
PEGGONE
PEGGONE
PEGGONE
PEGGONE
NAIL & PLATEFOUND IN BITUMENN
Concrete
Lawn
Brick Wall
Brick &Galv Garage-Under Const.
Approx F/L 17.05
Poss
Par
apet
Wall
ApproxF/L 15.51
GroundFloor
FirstFloor
2-Storey Brick& Tile On Slab (#30)
P . A . W
TW[
]
17 .05
1 7 .10
17 .11
1 7 .14
Garden
17.2
3
17.1
817
.22
1 9 .0 3TW[ ]
TF[ ]17.3
7
1 7 .1 7
17 .07
TF[
]16 .
56
TF[
]
Gate
ExistingFibro (Capped,
Fair Cond.)
RECREATIONRESERVE
OceanViews
Door
2-Storey Brick& Tile On Slab-Under Const.
(#28)
Brick Wall
17 .03
17 .88
TW[
]
TW[
]16 .91
16.93
16 .91
17 .03
17.1
4
(Meas Abt. 12.57)
(Meas Abt. 3.52)
(Meas Abt. 1.02)
(Meas A
bt. 23.39
)
Sewer M/H(17.47)
Unable to CalculateSewer Junction Depth Due to Lack ofInformation on Water CorporationE-Plan. Verify Junction Invert, Depth& Details With Water Corporation.BUILDER and PLUMBER check GRADE
NOTE:
Sewer JunctionUp: 1.7Inv: 13.6NOTE: UP
NOTE:Approx. Sewer Clearance Line(This line is NOT an easement)Setbacks MUST be confirmedby Water Corp. before anydesign work is undertaken.This line is NOT definitive.
0.004 mSSL 2 MISCLOSE
0.004 mSSL 1 MISCLOSE
1:200cJ/N: DATE: DRAWN:SCALE:
Licensed Surveyors
87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998
Email : [email protected] Website: www.cottage.com.au
Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.
Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fencesonly which may not be on correct cadastral alignment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.
Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.
Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.
DISCLAIMER:
DISCLAIMER:
DISCLAIMER:
DISCLAIMER:
SEC DomePower PolePhone Pits
LEGE
ND T CTP 10.00TWTRTF
[[[[
10.0010.0010.00
]]]]
Top Pillar/PostTop WallTop RetainingTop Fence
W Water Conn.
Out L
evels
Uno
b.Ou
t Lev
els U
nob.
Sewe
r I.O
.
Positions of all sewer manholes, junctions and sewerlines are approximate only due to lack of information.Please confirm all positions with Water Corp.
NOTE:
PROPOSEDRESIDENCEFFL 17.180SPL 17.095
PAVEDDRIVEWAY
1m PAVEDPATH
SETBACK
SETBACK
SETBACK
SETBAC
KSET
BACKSE
TBACK
SETBAC
K
SETBACK
PHYS
ICAL
TER
MITE
BAR
RIER
& FI
RE S
EPAR
ATIO
N RE
Q'D
BOUNDARY WALL w/SQUARELINE GUTTER @ 32cTO BE SETBACK 100mmFROM BOUNDARY
COMB M/BOX(3 PHASE)
SETBAC
K
INST. GASHWU
STORMWATERPRELAY UNDERSLAB
EXTENT OFUF CANTILEVER
EXISTING FENCE TOBE REPLACED W/- SEMI
PERMEABLE TO COUNCIL REQ.
SW1.2 x 1.2
SW1.2 x 1.2
SW1.2 x 1.2
Soak Well TypeNo.SW 1200x120034.1 m3
Total Capacity4.1 m3Roof Area GF49.4 m2Paved Area46.0 m2Roof Area UF199.6 m2Total Area295.0 m2Capacity Required (Area x 0.0125)3.7 m3Extra Capacity Provided0.4 m3
NOTE: ALL DOWNPIPESCONNECTED TO SOAKWELLS
WITH PVC STORMWATERPIPE
GARAGEGRANO @ -1c
ALFRESCOPAVED @ -1c
PORTICOPAVED @ -1c
LOCATION OFFUTURE PCD
SITE CLASSIFICATION : AFOOTING DETAIL : R.T. ENG.WIND CATEGORY : N3CORROSION CLASS : R4
STORMWATER NOTE:STORMWATER DISPOSAL TO BUILDER'SSPECIFICATIONS.
CONCRETE NOTE:SET SHOWER RECESS'S DOWN 50mm (25mmBELOW 25mm SET DOWN) & FIT REFLUXVALVE. MAINTAIN REQUIRED SLAB THICKNESSTO ENGINEERS REQUIREMENTS
- LOCATION OF SERVICES
ELECTRICAL NOTE:3 - PHASE POWER
-
SITE ADDRESS:OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
DATE: 20/08/2020SCALE: 1:100, 1:1
JOB N°:REVISION N°:
VARIATIONS:
04
SALES: DRAWN:CL TD TKCHECKED:
SHEET N°: of 09
1904R11
GROUND FLOOR PLAN
01
REV: DESCRIPTION: INT: DATE: WEINBAUER
SSL 1 (#28A) DILKARA WAYCITY BEACH WA 6015
CLIENT: PREMIUM VENADO
BUILDERS REGISTRATION N° 135219 SANGIORGIO COURTOSBORNE PARK WA 6017Phone (08) 9208 9100 Fax (08) 9208 9102
Copy
right
2011
©
THIS IS ONE OF THE DRAWINGSREFERED TO IN THE CONTRACT :
/C1S/
/C2S/
/BS/
/C1D/
/C2D/
/BD/
'1 ' CONTRACT (SILVER PLANS) TD 29.07.20 '2 ' '3' '4 ' '5' '6' '7' '8' '9' '10' '11' '12' '13'
AREASNameHOUSE - UPPERHOUSE - GROUNDGARAGEBALCONYALFRESCOPORTICO
Area147.677135.00570.11023.14015.5102.641394.083 m²
Perimeter57.98059.30039.57919.75618.4366.580
SITE CLASSIFICATION : AFOOTING DETAIL : R.T. ENG.WIND CATEGORY : N3CORROSION CLASS : R4
BUILD METHOD: CFTW GROUND FLOOR: Double Brick, Slab on Ground UPPER FLOOR SLAB: Concrete on Metal Truss UPPER FLOOR WALLS: Timber Wall, 100mm Thermal Clad ROOF TYPE: Colorbond INTERNAL PLASTER: Premium Wall System
CEILING HEIGHT NOTE:ALL CEILINGS @ 31c UNLESS NOTED OTHERWISE.
INTERNAL DOORS NOTE:ALL INTERNAL DOORS TO BE 2340H (28c) U.N.O
FIRE PROTECTION &TERMITE BARRIER
BOX GUTTER
VOID OVER
SQUARE BULKHEAD
RAKED CEILING
EXTENT OF RENDER:EXTENT OF RENDER COLOUR 1 TO ENTIRE HOUSE
EXCLUDING BOUNDARY WALLS.EXTENT OF RENDER COLOUR 2 TO ALFRESCO PIER.
EXTENT OF STONE CLADDING TO LHS GARAGE WALL,ENTRY/VOID WALL, UF FIREPLACE AND PDR 1 WALL, ANDGAMES AND DINING REAR WALLS. EXTENT AS PER PLAN.
TRIM DECK ROOF COVER
1 2 3
4 5 6 7 8 9
UP
SD
SD
EXTENT OFCLADDING
EXTENT OFCLADDING
EXTENT OF FEATURESTONE CLADDING
SHOWN DOTTED
EXTENT OFCLADDING
EXTENT OFCLADDING
EXTENT OF FEATURESTONE CLADDING
SHOWN DOTTED
WMWM
REMOTE CONTROLSECTIONAL DOOR
1200AF
28xSP A 28x
SP A
18x
810
AH
EAD
@ 2
8c
OBS
18x
810
AH
EAD
@ 2
8c
OBS
28x
3510
SD
28x
2410
A 28x1210 A
28x
SP S
D
28x3010 SD
28x
1610
SD
820MF
2400
x100
0D
HO
820
720
720
2 x 2
8c S
LDRS
(BW
K OV
ER)
720
820
820
2 x FULL HT. SLDRS(SOFFIT OVER) 820
620
2x7201st
720
2 x 28c SLDRS(BWK OVER)
3 x FULL HT. SLDRS(SOFFIT OVER)
820MF
28x SP A
4310 x 2970
5630 x 4490
3820 x 3530
3820 x 3910
6510 x 5860
3900 x 3270
D.P
INT. D.P
INT. D.P
D.P
INT. D.P
D.P
D.P
1770 x 1620
D.P
D.P
800 800 2,500 1,720 16070
50 990 100 5,110 490
12,790
3,900
1,900
700
1,200
2,290
810
590
810
390
1,000
2,410
1,190
3,510
690
300
1,000
3,900
1,900
700
1,200
4,890
8,800
300
1,000
22,69
0
800 990 1,210 100 2,390 100 1,300 3,010 1,390 645410
445
12,790
200
12,39
010
01,6
103,6
6023
02,8
2068
01,0
00
200
12,39
05,3
7023
03,2
0030
01,0
00
22,69
0
700
600
1,600
100
1,242
1,779
800
800 800 2,500 2,000 990 5,700
800 2,300 2,390 1,400 4,400 1,500
2,278
1,252
975
975700
970
9,100
500
190
190
85
135
600 1
35
1,400
290
1,210
290
1,210
290
1,210
290
1,210
290
1,210
290
1,210
290
1,310
300
1,210
290
1,210
290
510
290
100100
290310
290 1,210100
100
3,270
230
1,000
2,870 230 800 500
1
45
STORMWATERPRELAYUNDER SLAB
EXTENT OF RENDERCOLOUR 1 SHOWNDASHED
EXTENT OF UPPERFLOOR SHOWN
DASHED
GARAGE OPENINGDW
W SD D
SDW
WW
W
SDSD
ENTRY
PORTICO
GARAGE
MUD
BED 2
BATH
BED 3
GAMES
BED 4
ALFRESCO
LAUNDRY
CELLAR
FREE
STAN
DING
BATH
ROBELINEN
ROBE
LINEN
31c CL PLASTERBOARDPAVED @ -1c
31c CL PLASTERBOARDGRANO @ -1c
RENDER INTERNALLY
T-BAR @ 28c
STAIR INFORISER HEIGHT = 181.5TREAD WIDTH = 250
OVERALL
OVERALL
OVER
ALL
OVER
ALL
TILED
TILED
SC
CAVI
TYCL
OSER
CAVITYCLOSER
1050
H BA
LUST
RADE
510x310PLUMB DUCTw/ ACCESS PANELSILL @ 3cHEAD @ 7c
BWK UNDERSTAIRS
31c CL
PHYS
ICAL
TER
MITE
BAR
RIER
& FI
RE S
EPAR
ATIO
N RE
Q'D
BOUN
DARY
WAL
L w/
SQUA
RELI
NE G
UTTE
R @
32c
TO B
E SE
TBAC
K 10
0mm
FROM
BOU
NDAR
Y
FFL = 0cCL = 31c
BOUNDA
RY LIN
E
BOUN
DARY
LINE
VOID OVER
HOBLESS
600x343TILED RECESS
SILL @ 14cHEAD @ 18c
SC
STOR
E
LINING TOU/S OFSTAIRS
30.660
89°59'53"
23.390
135°
0'0"
101°
18'20
"
BOX GUTTEROVER
DBL G
LAZI
NG
DBL GLAZING
DBL G
LAZI
NG
DBL G
LAZI
NGDB
L GLA
ZING
DBL GLAZING
DBL G
LAZI
NG
1.022
38.975
COMB M/BOX(3 PHASE)
BLADE WALL UPTO 33c
28c SQUAREBULKHEAD
EXTENT OFUF CANTILEVER
SHOWN DASHED
INST.GAS HWU
1900hDOOR
B'TOPONLY
RAKEDCEILINGUNDERSTAIRS
29c CL
540x310PLUMB DUCT
w/ ACCESS PANELSILL @ 3c
HEAD @ 7c
W
OUTDOORSHRDBL GLAZING DBL GLAZING
TRANSLUCENT
W
28c x SP FDBL GLAZING
TOP OF POSTFOOTING @ -3c
130mm DIAMETERROUND STEEL
POST UP TO 6376mm
EXTENT OFRENDER COLOUR 2SHOWN DOTTED
3
SHR
910
ROBE
PDR 1TILED
EXTENT OFRENDER
EXTENT OFRENDER
LOCATION OFFUTURE PCD
WMREC
DRREC
28c E
AVES
28c S
Q. B
'HEA
D
28c CL
2
TOTAL
-
SITE ADDRESS:OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
DATE: 20/08/2020SCALE: 1:100, 1:1
JOB N°:REVISION N°:
VARIATIONS:
05
SALES: DRAWN:CL TD TKCHECKED:
SHEET N°: of 09
1904R11
UPPER FLOOR PLAN
01
REV: DESCRIPTION: INT: DATE: WEINBAUER
SSL 1 (#28A) DILKARA WAYCITY BEACH WA 6015
CLIENT: PREMIUM VENADO
BUILDERS REGISTRATION N° 135219 SANGIORGIO COURTOSBORNE PARK WA 6017Phone (08) 9208 9100 Fax (08) 9208 9102
Copy
right
2011
©
THIS IS ONE OF THE DRAWINGSREFERED TO IN THE CONTRACT :
/C1S/
/C2S/
/BS/
/C1D/
/C2D/
/BD/
'1 ' CONTRACT (SILVER PLANS) TD 29.07.20 '2 ' '3' '4 ' '5' '6' '7' '8' '9' '10' '11' '12' '13'
SITE CLASSIFICATION : AFOOTING DETAIL : R.T. ENG.WIND CATEGORY : N3CORROSION CLASS : R4
BUILD METHOD: CFTW GROUND FLOOR: Double Brick, Slab on Ground UPPER FLOOR SLAB: Concrete on Metal Truss UPPER FLOOR WALLS: Timber Wall, 100mm Thermal Clad ROOF TYPE: Colorbond INTERNAL PLASTER: Premium Wall System
CEILING HEIGHT NOTE:ALL CEILINGS @ 31c UNLESS NOTED OTHERWISE.
INTERNAL DOORS NOTE:ALL INTERNAL DOORS TO BE 2340H (28c) U.N.O
AREASNameHOUSE - UPPERHOUSE - GROUNDGARAGEBALCONYALFRESCOPORTICO
Area147.677135.00570.11023.14015.5102.641394.083 m²
Perimeter57.98059.30039.57919.75618.4366.580
UPPER FLOOR CONSTRUCTION NOTEALLOW EXTRA STUDWORK FOR: - WC ROLL HOLDER @ 750mm - TOWEL RAIL @ 1000mm - TOWEL RING @ 1200mm - TOILET @ 750mm
UPPER FLOOR HEIGHTSFFL =3086mmCL = 5778mmHEIGHT O/A= 2692mm (31c)
VOID BELOW
BOX GUTTER
SQUARE BULKHEAD
EXTENT OF RENDER:EXTENT OF RENDER COLOUR 1 TO ENTIRE HOUSE
EXCLUDING BOUNDARY WALLS.EXTENT OF RENDER COLOUR 2 TO ALFRESCO PIER.
EXTENT OF STONE CLADDING TO LHS GARAGE WALL,ENTRY/VOID WALL, UF FIREPLACE AND PDR 1 WALL, ANDGAMES AND DINING REAR WALLS. EXTENT AS PER PLAN.
TRIM DECK ROOF COVER
4 5 6 7 8 91011121314151617DN
SD
1543x1010 F
2474x2210 A
1543
x121
0 A
820
820CAV SD
720
2474 x SP SD
820CAV SD
567x
1810
OBS
686x
1210
F68
6x23
10 F
567x
1810
OBS
600x
2310
OPE
NIN
G
2474x1710 F
2474
x301
0 A
2474
x251
0 F
2474
x251
0 F
2474
x251
0 F
2474
x S
P SD
2474x1260 F2400 x SP F
2143x1000OPENING
2143x1000OPENING720
FR REC
4740 x 3910
2690 x 1600
DWREC
PTY
4190 x 4610
4020 x 4830
4920 x 4020
MH
7.5m
CONE
OF V
ISION
D.P
D.P
D.P
2730 x 3350 1500 x 3350
1
45
38c BLADE WALL
33c BLADE WALL
3
100 250 1,710 90 2,390 4,300 1,000
100 2,050 2,390 5,160 140
1,540
1,900
250
3,010
580
390
1,210
560
1,270
2,510
150
2,510
150
2,510
250
500
1,000
1,540
5,740
2,160
9,350
500
1,000
690 290 2,210 250 400 1,260 1,810 1,010 1,780 140
3,680
1,810
250
1,810
730
1,210
1,990
2,310
1,480
3,330
690
1,000
15,27
03,7
9023
01,0
00
600
1,640
740
2,200
2,140
640
300
690 2,500 1,960 4,550 140
9,100
2,322
1,770
220
700 23
0
20,29
0
650
650
9,840
250
200
20,29
0
750
2,310
730
230
9,840
4,270 1,030
40
40
40
40
103° 10' 49"
76° 4
9' 11
"
EXTENT OF GROUNDFLOOR SHOWN
DASHED
100mm THERMAL CLADDINGTO OUTSIDE OF STUD(EXTENT SHOWN DASHED)
36c BLADEWALL
BOXGUTTER
28c SQ.B'HEAD
BALCONY
DINING
LIVINGKITCHEN
SCULLERY
ENSUITE
MASTER SUITE
DRESSING
STUDYPDR 2
WW
WW
W SD
WW
W
VOID
WC
HOBL
ESS
TILED
TILED
TILED
GAS HPINT. FLUMED
R/HOOD2x UBO
FR TAPBa
nk of
3 Dra
wers
2x B
ank o
f3 D
rawe
rsO'
Head
Cpb'd
sO'
Head
Cpb'd
s
Bin D
rawe
r
UndermountSink & Mixer
WaterfallEnd
Waterfall End
DW T
AP
Bank of5 Drawers
Bank
of3 D
rawe
rs
O'Head Cpb'ds
700x300TILED RECSILL @ 1200 AFLHEAD @ 1500 AFL
FFL = 3000mm TILEDCL = 5778mm P'BOARDHEIGHT O/A = 2778mm
ROOFBELOW
ROOFBELOW
FALL
FALL
AC
AC
1050H BALUSTR
ADE
SD
NO CORNERCOLUMN
1050
H BA
LUST
RADE
STAIR INFORISER HEIGHT = 181.5
TREAD WIDTH = 250
DBL G
LAZI
NG
DBL GLAZING
DBL GLAZING
DBL GLAZING
DBL G
LAZI
NG
DBL G
LAZI
NGDBL GLAZING
DBL G
LAZI
NGRAKING CEILING
5° PITCHCOLORBOND ROOF
OVERALL
OVERALLOV
ERAL
L
OVER
ALL
FITOUT BYOWNER
31c CL
B'top only
TOUG
HENE
D
700x1140 SKYLIGHTLOCATION TBC
550x550
EXTENT OFFEATURE
STONE CLADDINGSHOWN DOTTED
EXTENT OFRAKING CEILINGSHOWN DASHED
2° PITCHROOF
FIRE PLACEOPENINGSILL @ 0c
HEAD @ 7c
W
DBL G
LAZI
NG
STUDY28c CL
31c CL
DBL GLAZING
SC
W
W28c CL FR
EEST
ANDI
NGBA
TH
28c CL
31c CL
T-BAR @ XXc42
9x80
10 W
INDO
W O
VER
DBL G
LAZI
NG429x1710 WINDOW OVER
DBL GLAZINGT-
BAR
OVER
OPEN
ING
19c AFLWALL
EXTENT OFFEATURE
STONE CLADDINGSHOWN DOTTED
LVL
LVL
ROUND STEELPOST UP TO
6376mm
EXTENT OFFEATURESTONE CLADDINGSHOWN DOTTED
WW
EXTENT OFRENDER COLOUR 2
SHOWN DOTTED
2
SHR
FRREC
28c SQ.B'HEAD
B'top
only
GAS
HP
28c SQ. B'HEAD
TOTAL
timkTypewriterobs
timkTypewriterobs
-
SITE ADDRESS:OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
DATE: 20/08/2020SCALE: 1:100
JOB N°:REVISION N°:
VARIATIONS:
06
SALES: DRAWN:CL TD TKCHECKED:
SHEET N°: of 09
1904R11
ELEVATIONS
01
REV: DESCRIPTION: INT: DATE: WEINBAUER
SSL 1 (#28A) DILKARA WAYCITY BEACH WA 6015
CLIENT: PREMIUM VENADO
BUILDERS REGISTRATION N° 135219 SANGIORGIO COURTOSBORNE PARK WA 6017Phone (08) 9208 9100 Fax (08) 9208 9102
Copy
right
2011
©
THIS IS ONE OF THE DRAWINGSREFERED TO IN THE CONTRACT :
/C1S/
/C2S/
/BS/
/C1D/
/C2D/
/BD/
'1 ' CONTRACT (SILVER PLANS) TD 29.07.20 '2 ' '3' '4 ' '5' '6' '7' '8' '9' '10' '11' '12' '13'
FL 0 (0c)
CL 2657 (31c)
FL 3086 (3086mm)
CL 5778 (5778mm) 5778
41c
28c
5560
4017
5560 4886
6688
3086
28c
21c
0c
33c
36c
5560
41c
4886
28c
0c
2,657
429
2,692
6,748
COLORBOND GUTTERS,FASCIA AND DOWNPIPES
AUTOSECTIONAL DOOR
T-BAR @ 28c
ENTRYDOOR
5° PITCH COLORBOND ROOF
THERMAL CLADDINGw/ RENDER COLOUR 1
TRANS-LUCENT
FEATURESTONE
CLADDING
2° PITCH COLORBOND ROOF
17.07
17.05 17.
1116.
99 17.04
NGLEXISITNGBRICK WALL
F
41c BLADEWALL
MOULDING
SC
33c BLADEWALL
BARGE AND CAPPING
RENDER COLOUR 1
5° COLORBONDROOF BEHIND
BUILD
ING
HEIG
HT
130mm DIAMETERROUND STEEL
POST UP TO6376mm
FL 0 (0c)
CL 2657 (31c)
FL 3086 (3086mm)
CL 5778 (5778mm)
0c 0c
28c
10c
28c
10c 14c
36c
28c
21c
0c
28c
0c
28c
21c
0c
55c
6653 6239 5810 5560
3086
5560
4017
5560
3086
4886
6383 6211 6601
41c
28c
33c
31c
6239 5810 5560
3086
6239 5810 5560
3086
2,657
429
2,692
6,748
TOP OF POSTSFOOTINGS @-3c
NGLEXISITNG
BRICK WALL
16.9917.
0017.07
17.04
17.04
17.06
BUILD
ING
HEIG
HT FEATURESTONECLADDING
INST.GASHWU
RENDER COLOUR 1
THERMAL CLADDINGw/ RENDER COLOUR 1
MOULDING
EG
LOCATION OFFUTURE PCD
COMB M'BOX(3-PHASE)
19c AFLWALL
1050HBALUSTRADE
FEATURESTONE
CLADDING
41c BLADEWALL33c BLADE
WALL
OBS OBS
130mm DIAMETERROUND STEELPOST UP TO6376mm
RENDERCOLOUR 2
6688 6688
6418
FL 0 (0c)
CL 2657 (31c)
FL 3086 (3086mm)
CL 5778 (5778mm)
41c
32c 28c
0c
28c
0c
4715 4029
4715 4029
36c
5388 4821
55c
5778 5388 4821
5778
2,657
429
2,692
83
5,778
420
8,140 2,050 5,370
BOUNDARY WALL w/SQUARELINE GUTTER @ 32c
TO BE SETBACK 100mm FROMBOUNDARY
TOUGHENEDTHERMAL CLADDINGw/ RENDER COLOUR 1
5° PITCHCOLORBOND ROOF
FEATURESTONE
CLADDING
BARGE ANDCAPPING
5° PITCHCOLORBOND ROOF
FACE BRICK
OBS
BARGE ANDCAPPING
RENDERCOLOUR 1
SKYLIGHTLOCATION
TBC
OBS
NGL 17.2
217.
0917.
1217.
0717.
04
BUILD
ING
HEIG
HT
19c HIGHAFL
36c BLADEWALL
OUTDOORSHR
41c BLADE WALL
OPENING
RENDERCOLOUR 2
5560 4960
5560
3086
6688
2400
5486 5560
3086
28c
21c
0c
28c
0cFL 0 (0c)
CL 2657 (31c)
FL 3086 (3086mm)
23c
-1c
33c
5810
3086
41c
31c
5778
36c
55c
6239
28c
0c
21c
2,657
429
2,692
6,748F S S
1050H BALUSTRADETHERMAL CLADDINGw/ RENDER COLOUR 1
GARAGEDOOR
SC
BARGE AND CAPPING
RENDERCOLOUR 1
5° COLORBOND ROOF
2° PITCHROOF BEHIND
EXISITNGBRICK WALL
17.04
17.03
BUILD
ING
HEIG
HT
NGL
T-BAR @ 28c
FEATURESTONE CLADDING
19c AFLWALL
41c BLADEWALL
36c BLADEWALL
33c BLADEWALL
RENDERCOLOUR 2
CL 5778 (5778mm)
EXTENT OF RENDER:EXTENT OF RENDER COLOUR 1 TO ENTIRE HOUSE
EXCLUDING BOUNDARY WALLS.EXTENT OF RENDER COLOUR 2 TO ALFRESCO PIER.
EXTENT OF STONE CLADDING TO LHS GARAGE WALL,ENTRY/VOID WALL, UF FIREPLACE AND PDR 1 WALL, ANDGAMES AND DINING REAR WALLS. EXTENT AS PER PLAN.
28c
0c
28c
0c
36c
64c
3000
5560
3086
CL 2657 (31c)
FL 3086 (3086mm)
CL 5778 (5778mm)
FL 0 (0c)
2,657
429
2,692
BALCONY
ALFRESCO
FEATURESTONECLADDINGAC
RYLIC
REND
ER
1 ELEVATION1:100
2 ELEVATION1:100
4 ELEVATION1:100
3 ELEVATION1:100
5 ELEVATION1:100
timkTypewriterobs
timkTypewriterobs
-
SITE ADDRESS:OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
DATE: 20/08/2020SCALE: 1:100, 1:1
JOB N°:REVISION N°:
VARIATIONS:
07
SALES: DRAWN:CL TD TKCHECKED:
SHEET N°: of 09
1904R11
ELECTRICAL
01
REV: DESCRIPTION: INT: DATE: WEINBAUER
SSL 1 (#28A) DILKARA WAYCITY BEACH WA 6015
CLIENT: PREMIUM VENADO
BUILDERS REGISTRATION N° 135219 SANGIORGIO COURTOSBORNE PARK WA 6017Phone (08) 9208 9100 Fax (08) 9208 9102
Copy
right
2011
©
THIS IS ONE OF THE DRAWINGSREFERED TO IN THE CONTRACT :
/C1S/
/C2S/
/BS/
/C1D/
/C2D/
/BD/
'1 ' CONTRACT (SILVER PLANS) TD 29.07.20 '2 ' '3' '4 ' '5' '6' '7' '8' '9' '10' '11' '12' '13'
NBN PROVISIONAL NOTE
HOUSE TO BE FITTED WITH; - 1x SGPO WITH CONDUIT @ 1400 AFL, - 1x CONDUIT WITH DRAW-WIRE & BLANK PLATE (Cw) @ 1400 AFL FOR FUTURE PHONE/ DATA POINT, - 1x FIBRE COMMUNICATION CONDUIT WITH DRAWWIRE & BLANK PLATE (FC) NBN @ 1400 AFL.
LOCATION OF FUTURE PCD (PREMISESCONNECTION DEVICE) TO BE NOMINATED ON PLANAT PRESTART.TO BE INSTALLED BY NBN PROVIDER.
NOTE:FIBRE COMMUNICATION CONDUIT TO RUN FULLLENGTH FROM (FC) NBN PLATE TO FUTURE PCDLOCATION.
LIGHT SWITCH BOX NOTELIGHT SWITCH BOX TO FIRST FLOOR TO BE 150mmMINIMUM FROM INTERNAL OPENING
A/C NOTE:LOCATION OF REVERSE CYCLE AIR CONDITIONINGVENTS & ZONING TO BE PLACED BY INSTALLER.
NOTE3 PHASE POWER REQUIRED.
UPPER FLOOR ELECTRICAL LEGENDNUM1
Text for legendSmoke Detector
SymbSD
GROUND FLOOR ELECTRICAL LEGENDNUM1
1
2
1
Text for legendData Point
Phone Point
Smoke Detector
TV Point
Symb
SD
NOTEPOSITION OF THE FOLLOWING TO BE CONFIRMEDAT PRESTART:- 1x TV POINT- 1x DATA POINT- 1x PHONE POINT- 60x 10w POWERLITE LED DOWNLIGHTS
1 2 3
4 5 6 7 8 9
UP
SD
SD
WMWM
1st
D.P
INT. D.P
INT. D.P
D.P
INT. D.P
D.P
D.P
D.P
D.P
INST. GASHWU
ENTRY
PORTICO
GARAGE
MUD
BED 2
BATH
BED 3
GAMES
BED 4
ALFRESCO
LAUNDRY
CELLAR
STOR
E
PLUMB DUCT
PLUMB DUCT
COMB M/BOX(3 PHASE)
SHR PDR 1
LOCATION OFFUTURE PCD
4 5 6 7 8 91011121314151617DN
SD
FR REC
DWREC
PTY
MH
D.P
D.P
D.P
550x550
BALCONY
DINING
LIVINGKITCHEN
SCULLERY
ENSUITE
MASTER SUITE
DRESSING
STUDYPDR 2
WC
STUDY
SHR
FRREC
-
SITE ADDRESS:OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
DATE: 20/08/2020SCALE: 1:100, 1:1
JOB N°:REVISION N°:
VARIATIONS:
08
SALES: DRAWN:CL TD TKCHECKED:
SHEET N°: of 09
1904R11
SERVICE OVERLAY
01
REV: DESCRIPTION: INT: DATE: WEINBAUER
SSL 1 (#28A) DILKARA WAYCITY BEACH WA 6015
CLIENT: PREMIUM VENADO
BUILDERS REGISTRATION N° 135219 SANGIORGIO COURTOSBORNE PARK WA 6017Phone (08) 9208 9100 Fax (08) 9208 9102
Copy
right
2011
©
THIS IS ONE OF THE DRAWINGSREFERED TO IN THE CONTRACT :
/C1S/
/C2S/
/BS/
/C1D/
/C2D/
/BD/
'1 ' CONTRACT (SILVER PLANS) TD 29.07.20 '2 ' '3' '4 ' '5' '6' '7' '8' '9' '10' '11' '12' '13'
NOTE:ELECTRICAL PLAN IS SHOWN LIGHTLY SHADED
BELOW TO ALLOW FOR THE OVERLAY
A/C NOTE:LOCATION OF AIR CONDITIONING VENTS & ZONING
TO BE PLACED BY INSTALLER.
NOTE:GIVE ALLOWANCE FOR ELECTRICAL LIGHTING
BELOW FLOOR-TRUSS SYSTEM.
CONCRETE TRUSS SYSTEM
SERVICE OVERLAYNUM Text for legend Symb
1 2 3
4 5 6 7 8 9
UP
SD
SD
WMWM
1st
D.P
INT. D.P
INT. D.P
D.P
INT. D.P
D.P
D.P
D.P
D.P
INST. GASHWU
ENTRY
PORTICO
GARAGE
MUD
BED 2
BATH
BED 3
GAMES
BED 4
ALFRESCO
LAUNDRY
CELLAR
STOR
E
PLUMB DUCT
PLUMB DUCT
COMB M/BOX(3 PHASE)
SHR PDR 1
LOCATION OFFUTURE PCD
4 5 6 7 8 91011121314151617DN
BALCONY
DINING
LIVINGKITCHEN
SCULLERY
ENSUITE
MASTER SUITE
DRESSING
STUDYPDR 2
WC
STUDY
-
SITE ADDRESS:OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
DATE: 20/08/2020SCALE: 1:100, 1:50
JOB N°:REVISION N°:
VARIATIONS:
09
SALES: DRAWN:CL TD TKCHECKED:
SHEET N°: of 09
1904R11
STAIR LAYOUTS
01
REV: DESCRIPTION: INT: DATE: WEINBAUER
SSL 1 (#28A) DILKARA WAYCITY BEACH WA 6015
CLIENT: PREMIUM VENADO
BUILDERS REGISTRATION N° 135219 SANGIORGIO COURTOSBORNE PARK WA 6017Phone (08) 9208 9100 Fax (08) 9208 9102
Copy
right
2011
©
THIS IS ONE OF THE DRAWINGSREFERED TO IN THE CONTRACT :
/C1S/
/C2S/
/BS/
/C1D/
/C2D/
/BD/
'1 ' CONTRACT (SILVER PLANS) TD 29.07.20 '2 ' '3' '4 ' '5' '6' '7' '8' '9' '10' '11' '12' '13'
BALUSTRADE AND STAIRTYPE TO BCAREQUIREMENTS
STAIR INFORISER HEIGHT = 181.5TREAD WIDTH = 250
BALUSTRADE MIN. HEIGHT1050 AFL
BALUSTRADE STYLE ISINDICATIVE ONLY. REFER TOADDENDA
DRYWALL LINING TO ALLSTAIRWELL WALLS
10111213141516171
050H
BAL
USTR
ADE
CONCRETESTAIRS
9876543
21
1050H
BALUST
RADE
NOMIN
ATED
STRING
ER
FL 3086 (3086mm)
CL 5778 (5778mm)
CL 2657 (31c)
FL 0 (0c)
2,657
429
2,692
3,086
17 R
ISER
S @
181.5
mm
BALUSTRADE HEIGHT1050AFL TO BCAREQUIREMENT
BALUSTRADE ANDSTAIR TYPE TO BCA
REQUIREMENT
1 2 3
4
5
6
7
8
9
UP
16
LINING TOU/S OFSTAIRS
STORE
BWKUNDERSTAIRS
CLOSEDUNDER STAIRS
CONCRETESTAIRS
1050
H BA
LUST
RADE
RAKEDCEILINGUNDERSTAIRS
1900H DOOR
1900
2,112
STORE
RAKED CEILINGUNDER STAIRS
123
45
67
89
1011
1213
1415
1617
CONCRETESTAIRS
CLOSED UNDERSTAIRS
1050H
BALUST
RADE
THRU TOPASS
CELLAR
1050H BALUSTRADE
NOMIN
ATED S
TRING
ER
BWK UNDERSTAIRS
MDF TO SLABEDGE
FL 3086 (3086mm)
CL 5778 (5778mm)
CL 2657 (31c)
FL 0 (0c)
2,657
429
2,692
3,086
17 R
ISER
S @
181.5
mm
BALUSTRADE HEIGHT1050AFL TO BCAREQUIREMENT
BALUSTRADE ANDSTAIR TYPE TO BCA
REQUIREMENT
250 250 1,000
500 1,000
1,500
1,000
250
250
250
250
250
250
250
250
250
250
250
250
250
1,000
3,250
4,250
1,000
250
250
250
250
250
250
250
250
250
250
250
250
250
1,000
3,250
1,410
901,9
1090
750
4,250
250 250 1,000
500 1,000
500 90 91050 1,500
4
5
6
7
8
9
10
11
12
13
14
15
16
17DN
SD
820 CONCRETESTAIRS
1050
H BA
LUST
RADE
550x550
1050
H BA
LUST
RADES2 S
1
1 STAIRS1:50
2 STAIRS1:50
UF STAIRS LAYOUT1:50
GF STAIRS LAYOUT1:50
STAIR PERSPECTIVE 1 STAIR PERSPECTIVE 2
-
SITE ADDRESS:OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
DATE: 20/08/2020SCALE: 1:100
JOB N°:REVISION N°:
VARIATIONS:
10
SALES: DRAWN:CL TD TKCHECKED:
SHEET N°: of 09
1904R11
PERSPECTIVES
01
REV: DESCRIPTION: INT: DATE: WEINBAUER
SSL 1 (#28A) DILKARA WAYCITY BEACH WA 6015
CLIENT: PREMIUM VENADO
BUILDERS REGISTRATION N° 135219 SANGIORGIO COURTOSBORNE PARK WA 6017Phone (08) 9208 9100 Fax (08) 9208 9102
Copy
right
2011
©
THIS IS ONE OF THE DRAWINGSREFERED TO IN THE CONTRACT :
/C1S/
/C2S/
/BS/
/C1D/
/C2D/
/BD/
'1 ' CONTRACT (SILVER PLANS) TD 29.07.20 '2 ' '3' '4 ' '5' '6' '7' '8' '9' '10' '11' '12' '13'
RESIDENTIAL ASSESSMENTADDITIONS TO, OR NEW SINGLE HOUSE/S, GROUPED DWELLINGS OR MULTIPLE DWELLINGS IN AREAS LESS THAN R40. Local Planning Policy 3.1 – Streetscape Local Planning Policy 3.2 – Buildings on the BoundaryA3 Book_REV 01.pdfA3 Book_REV 0101 EXISTING SITE PLAN02 SITE DEMOLITION PLAN03 SITE PLAN04 GROUND FLOOR PLAN05 UPPER FLOOR PLAN06 ELEVATIONS07 ELECTRICAL08 SERVICE OVERLAY09 STAIR LAYOUTS10 PERSPECTIVES
200902 Neighbour Consent Ltr[1].pdfA3 Book_REV 01.pdfA3 Book_REV 0101 EXISTING SITE PLAN02 SITE DEMOLITION PLAN03 SITE PLAN04 GROUND FLOOR PLAN05 UPPER FLOOR PLAN06 ELEVATIONS07 ELECTRICAL08 SERVICE OVERLAY09 STAIR LAYOUTS10 PERSPECTIVES