DEVELOPMENT COMMITTEE ATTACHMENT 1 OF 2 TO ITEM: …...DEVELOPMENT COMMITTEE ATTACHMENT 1 OF 2 TO...
Transcript of DEVELOPMENT COMMITTEE ATTACHMENT 1 OF 2 TO ITEM: …...DEVELOPMENT COMMITTEE ATTACHMENT 1 OF 2 TO...
DEVELOPMENT COMMITTEE ATTACHMENT 1 OF 2 TO ITEM: DV18.67
The Town of Cambridge does not warrant the accuracy of information in this publication and any person using or relying upon such information does so on the basis that the Town of Cambridge shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in the information.
Lot 8 (No. 43) Connolly Street, Wembley Two Storey Dwelling
1:2461
The Town of Cambridge does not warrant the accuracy of information in this publication and any person using or relying upon such information does so on the basis that the Town of Cambridge shall bear no responsibility or liability whatsoever for any errors, faults, defects or omissions in the information.
Lot 8 (No. 43) Connolly Street, Wembley Two Storey Dwelling
1:615
GSPublisherVersion 127.11.67.9
(Scaled from StreetSmart DirectoryOnly - Confirm With Shire)
Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fences only 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.
Client
Date
Suburb
House No.
Street
Shire
C/T Vol. Fol
AreaGOOD
GOOD
BUILDING SITE INSPECTION REPORT SERVICE AND CONTOUR SKETCH
Road Descr.
Kerbing
Condition
Footpath
Condition
Soil
Drainage
Vegetation
Services: Gas Phone Comms.
Water Sewer
Electricity
Coastal Zone
Fencing and other improvements
Special Features
AS SHOWN
AS SHOWN
J/N: DATE: DRAWN:SCALE:
cLicensed Surveyors
MSD REF
87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998
Email : [email protected] Website: www.cottage.com.au
1:200
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 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
LEGEN
D
T C
TP10.00T WTRTF
[[[[
10.0010.0010.00
]]]]
Top Pillar/PostTop WallTop RetainingTop Fence
W Water Conn.
OLDAREA
Check Your Lot With AlintaCall 13 13 58
Scale 1:200
0 2 4 6 8
W
S
E
N
424662 20 Sep 17 T.Currey
20 Sep 17 43
342 22/52
Huynh
Lot No.
Plan
Connolly Street8 736m²
Wembley TOWN OF CAMBRIDGE
5844 1755 381
Bitumen
Non-Mount / Nil
Concrete
Sand
Good
Refer to Survey
Yes
Yes
Yes
U/Ground
NO
45.2
6
89°24'0"16.3
90°3
6'0"
45.2
6
89°24'0"
16.3
90°3
6'0"
14.1
1
14.1
914
.31
13.6
8
13.7
9
13.6
2
13.1
6
13.2
9
13.4
1
12.7
3
12.7
4
12.5
1
11.4
2
11.3
2
11.4
9
10.1
2
10.2
4
10.3
6
10.36
10.5
0 10.2
110
.21
10.3
3
10.2
8 10.0
3
10.2
2
10.1
4
10.1
4
9.99
9.989.95
9.89 9.799.849.76
10.0
310
.19
9.9710.00
9.99
10.79
10.63
10.00
10.7
7
11
.09
11.58
11
.24
12.20
11
.631
1.9
413.70
12
.17
14.32
12
.54
12
.70
13.19
13
.15
15.42
12
.79
13.98
13
.36
14
.02
14
.12
14
.33
14
.38
16.06
14
.39
16
.17
16
.54
14.4414.52
14.5
4
16.24
14.9014.97
16.29
17.16 15.26
15
.35
15
.05
14.8
2
14
.07
14
.76 14
.47
16.30
14.54
14
.29
14
.01
14.19
13
.92
13.6
6
13
.36
15.11
13
.20
13.13
12
.59
11
.79
12.76
12
.33
12.1
4
11.4
5
10
.60
12.29 11
.97
12.29
11.38
11.1210.46
10.45
10.55
10.58
10.46
10
.43
10
.45
11
.15
10.4810.49
10.48
10.5
6
10.4
6
10.3710.34 10.28 10.16
10.2410.12
10.1410.10
12
.34
13
.82
14.03
17
.72
18
.09
15.92
16
.54
18.0916.54
14
.86
15.37
14
.04
13
.92
13
.46
15.11
13
.00
13
.13
15
.22
0.000 mLOT MISCLOSE
SOIL DESCRIPTIONSandRefer to Survey
Bitumen
Connolly Street
Non-Mount
Non-Mount (Damaged)
NilNil
Concrete Crossover
Damaged Bitumen
Crossover
SlabsConcrete Path Concrete Path
Ref Nail At Edge Of RoadAssumed Datum 10.00 m
(Damaged)
>>>>>>
CC
ross
over
Op
p.
>>>>>>
CC
ross
over
Op
p.>>>>>>
CC
ross
over
Op
p.
Sewer M/H
Approx. 17m
(10.99)
>>> >>>
NOTE:Check Owner/Developer forpossible future Strata Subdivision,Angles and Dimensions.
SewerM/H (9.88)
Street Post
Verge TreeØ 0.31mHt 5.0m
C
Verge TreeØ 0.45mHt 5.0m
T T
PEGFND
NAIL&PLATEFOUND TOP OFRETAINING WALL
N
PAINT MARK ON TOP OF WALL
T
PEG FNDOFFSET 0.1 x 0.1
PEG FNDOFFSET 0.1 x 0.1
PEG FNDOFFSET 0.1
Sewer I.O. (top&gl)TR[ ]
Brick Ret. Wall
SteppedBrick Ret. Wall
TR[ ]
TR[ ]
TF[ ]
Approx F/L 12.88
Brick & Tile On L'stone (#45)
TF[ ]
TR[ ]
L'stone Ret. Wall
Sloped Fibro (Capped,
Fair Cond.)
Fibro (Capped, Fair Cond.)
(top&gl)
TF[ ]
Stepped Fibro (Capped,
Fair Cond.)
(top
&gl
)
Galv Patio
Brick Ret. Wall(top
&gl
)
TF[ ]L'stone Ret. Wall &
Colorbond (Good Cond.)
Ste
p
TR
[]
TR
[]
TF
[]
TF
[]
TR
[]
Brick & Tile On Slab
TR[ ]TF[ ]
TF[ ]
Concrete Slab Ret. Wall
TR[ ]
Stepped Colorbond
(Good Cond.)TF[ ]
TR[ ]
DUG TO LEVEL12.86 ON LOT(SAND ONLY)
TR[ ]
TF[ ]
T W[ ]
High Brick Wall & Brick Ret. Wall
TR[ ]
Gate
Ste
psS
teps
Brick Ret. Wall & 0.75 High Metal Post & Wire (Fair Cond.) Sloping
Wall
TP
[]
Brick Letterbox
TR[ ]
TR[ ]
TR[ ]Meter
W
TR[ ]
Damaged L'stone
Ret. Wall
Ga
rag
e U
nder
Ap
pro
x F
/L 1
0.46
Gro
und
Flo
or
Firs
t Flo
or
Balcony Approx F/L At Window 13.23
Patio UMR
2-Storey Brick & Galv
On Slab (#41B)
(Meas Abt. )
(Meas Abt. 16.3)
(Meas Abt. 16.3)
10.0
10.5
11.5
11.0
10.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
Sewer JunctionInv: 8.9 Depth: 1.1NOTE: UP
Rev No.
Job No.Amendments. Signatures:
Client:
Client:
Builder:
Dwn. Dwn No :
Plot Date:
Site Survey
2.01© C
opyr
ight 4956
DA 02DA01-09/01/18Contrat Drawings - JC - 22/12/17Rev A-Construction drawings-DZ-28/02/18
Huynh ResidenceLot 8, (#43) Connolly StreetWembley, WA 6014 J. Chruscinski
27/4/18 at 3:05 pm
Wind ClassificationT.B.C.
Local AuthorityTown of Cambridge
This Drawing is to be read in conjunction with all relevant Drawings related to the Project for accurate co-ordination of services. The Contractor is to check all dimensions on site before thecommencement of work. Should any discrepancies occur, notify the Builder immediately. These Drawings remain the property of the Builder and shall be returned upon request.
Status:/Volumes/drafting/Drawings/Jobs ArchiCad/4956 Huynh v20/01 Archicad PLN/4956 Huynh v20.pln
Planning application
FROM THE START, IT'S ALL ABOUT THE FINISH.A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway, Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected] W: www.riverstone.com.au
© Copyright. This drawing and design is copyright and may not be reproduced or copied inwhole or in part without the express written permission of Riverstone Custom Homes.
GSPublisherVersion 127.11.67.9
SW1.5 x 1.5
NORTHFGL = 9c
RL = 13.514
FFL = 0cRL = 12.742
SW1.5 x 1.5
SW1.5 x 1.5
SW1.5 x 1.5
123
12345
12345
12345
UpUp
Up
Up
DP
SW1.5 x 1.5
SW1.2 x 1.2
FFL = -11cRL = 11.799
FFL = -21cRL = 10.942
FGL = -12cRL = 11.713
FGL = -25cRL = 10.599
12345
Up
FFL = -6cRL = 12.228
1,504
1,004
5,6091,500
3,095
14,98
1Re
vers
ing
Dist
ance
1,004
2,500
Overshadowed Area:127.10 m2
Verge Tree removed as advisedby Council.
Maximum 750mm high letterbox
Crossover to council requirements
Stormwater drain
Twinside retaining
Twinside retaining
Twinside retaining
Stormwater drain
Zero lot wall 30mm off boundary
Remove existing crossover and make goodfootpath and kerb to council requirements
Retaining wall
Line of building over
Line of building over
FFL@-7c.
Letter Box location.
Line of building over
125x125
125x125
0.000 mLOT MISCLOSE
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.
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 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:
SOIL DESCRIPTIONSand Refer to Survey
45.26
89°24'0"
16.3
90°3
6'0"
45.26
89°24'0"
16.3
90°36'
0"
14.1114
.1914.31
13.68 13
.79
13.62
13.16
13.29
13.41
12.73 12
.74
12.51
11.42
11.32
11.49
10.12
10.24
10.36
10.36
10.50
10.21
10.33 10
.2810
.03
10.22
10.14
9.99
9.989.95
9.89 9.799.849.76
10.03
10.19
9.9710.00
9.99
10.79
10.6310.00
10.77
11.0
9
11.5811.2
4
12.20 11.6
311
.9413.70
12.1
7
14.32
12.5
412
.70
13.19
13.1
5
15.42
12.7
9
13.98
13.3
614
.02
14.1
214
.33
14.3
8
16.06
14.3
916
.17
16.5
4
14.4414.52
14.54
16.24
14.9014.97
16.29
17.16 15.26
15.3
515
.05
14.82
14.0
714
.76 14
.47
16.30
14.54
14.2
914
.01
14.19
13.9
2
13.66
13.3
6
15.11
13.2
0
13.13
12.5
9
11.7
9
12.76
12.3
3 12.14
11.4510
.60
12.29 11.9
7
12.2911.12 10.46
10.45
10.55
10.58
10.46 10.4
3
10.4
511
.15
10.4810.49
10.48
10.56
10.46
10.3710.34 10.28 10.16
10.2410.12
10.1410.10
Bitumen
ConnollyStreet
Non-Mount
Non-Mount(Damaged)
Nil
ConcreteCrossover
Concrete Path Concrete Path
Ref Nail At Edge Of RoadAssumed Datum 10.00 m
(Damaged)
>>>>>>
C
Cro
ssov
erO
pp.
>>>>>>
CC
ross
over
Opp
.>>>>>>
C
Cro
ssov
erO
pp.
Sewer M/H
Approx. 17m
(10.99)
>>> >>>
NOTE:Check Owner/Developer forpossible future Strata Subdivision,Angles and Dimensions.
SewerM/H (9.88)
Street Post
Verge TreeØ 0.31mHt 5.0m
C
Verge TreeØ 0.45mHt 5.0m
T T
NAIL&PLATEFOUND TOP OFRETAINING WALL
N
PAINT MARK ONTOP OF WALL
T
PEG FNDOFFSET 0.1 x 0.1
PEG FNDOFFSET 0.1 x 0.1
PEG FNDOFFSET 0.1
Sewer I.O. (top&gl)TR[ ]
Brick Ret. Wall
SteppedBrick Ret. Wall
TR[ ]
TR[ ]
TF[ ]
ApproxF/L 12.88
Brick & TileOn L'stone (#45)
12.3
4
TF[ ]
TR[ ]
L'stoneRet. Wall
SlopedFibro (Capped,
Fair Cond.)
Fibro (Capped,Fair Cond.)
(top&gl)
TF[ ]
13.8
2Stepped Fibro
(Capped,Fair Cond.)
(top&
gl)
GalvPatio
Brick Ret. Wall(top&
gl)
TF[ ]
14.03
L'stone Ret. Wall &Colorbond (Good Cond.)
Step
TR[]
TR[]
17.7
2
18.0
9
TF[]
TF[]
15.92
16.5
4TR[
]
Brick & TileOn Slab
18.0916.54TR[ ]
TF[ ]
TF[ ]
ConcreteSlab Ret. Wall
14.8
6
15.37TR[ ]
SteppedColorbond
(Good Cond.)
TF[ ]
14.0
4
TR[ ]
13.9
2
TR[ ]
13.4
6
15.11
TF[ ]
TW[ ]
13.0
0
High Brick Wall& Brick Ret. Wall
TR[ ]
13.1
3
Gate
Step
sSt
eps
Brick Ret. Wall &0.75 High Metal Post
& Wire (Fair Cond.)
SlopingWall
TP[]
BrickLetterbox
TR[ ]
TR[ ]
TR[ ]Meter
W
Gar
age
Und
erA
ppro
x F/
L 10
.46
Gro
und
Floo
r
First
Floor
BalconyApprox F/L AtWindow 13.23
Patio UMR
2-StoreyBrick & Galv
On Slab(#41B)
10.0
10.5
11.5
11.0
10.5
12.0
12.5
13.0
13.514.0
14.5
15.0
10.0
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
Sewer JunctionInv: 8.9 Depth: 1.1NOTE: UP
15.2
2
Future Pool(by owner)
NewFootpath
New Kerb
Proposed Residence
DRAINAGE NOTES:1. Volumes are in cubic metres & Areas in square meters.2. Volume to be stored based on 1m3 for every 30m2 of impervioussurface.3. Down pipes to be located so each tank fills at same rate (i.e.. RoofArea to each tank is proportional to its Volume).4. Plumber to confirm Run Layout & location of soak wells.Drawings are indicative only.
DRAINAGE CALCULATIONS.Impervious Area (Roof)Stormwater Area . (Total Roof area) = 657.48m2.Volume to Store = 21.91m3.
Impervious Area (Paving)Run of to Garden Beds.
TANK VOLUME.DIAM DEPTH VOLUME1800 900 2.29 1200 3.05 1500 3.82 1800 4.581500 900 1.59 1200 2.12 1500 2.65 1800 3.181200 900 1.02 1200 1.36 1500 1.70 1800 2.03900 900 0.57 1200 0.76 1500 0.95 1800 1.14
Stormwater Calculations.Design criteria.1. Slope adjustment Factor = 1.3.2. 75mmø Downpipes = 49m2 of RoofArea.3. 100dia Downpipes = 87m2 of Roof Area.
1.5 x 1.5
1.5 x 1.5
1.5 x 1.51.2 x 1.2
Stormwater Area " A" . = 103.34m2.Volume to Store = 3.45m3.DIAM DEPTH No of TANKS VOLUME1500 1500 1 2.65m3.1200 1200 1 1.36m3.
Stormwater Area " B" . = 130.877m2.Volume to Store = 4.36m3.DIAM DEPTH No of TANKS VOLUME1500 1500 2 5.3m3.
Stormwater Area " C" . = 258.73m2.Volume to Store = 8.62m3.DIAM DEPTH No of TANKS VOLUME1500 1500 3 7.95m3.1200 1200 1 1.36m3.
Stormwater Area " D" . = 157.08m2.Volume to Store = 5.24m3.DIAM DEPTH No of TANKS VOLUME1500 1500 2 5.3m3.
2 N˚ 150 x 50
10.00
FGL = 12.642(-100 AFL)
FGL = 12.642(-100 AFL)
FGL = 12.642(-100 AFL)
FGL = 12.642(-100 AFL)
FGL = 12.642(-100 AFL)
1,504
4,630 1,000
Garage
Alfresco
Portico
Area Calculations
0 Ground Floor
1 First Floor
Name
AlfrescoGarageGround FloorPortico
First Floor
Area
21.248.3
241.910.2
321.6 m2
206.9206.9 m2
528.5 m2
Perimeter
18,804.828,380.082,240.014,590.0
144,014.8 mm
69,910.069,910.0 mm
213,924.8 mm
LOT INFORMATIONLocal Authority Town of CambridgeLot Zoning R30Soil Classification TBCWind Classification TBC
SITE PLAN LEGENDExisting spot levels
21.69
Wall mounted cold water hose tap
OPEN SPACE CALCULATIONSLot Area 736m²House Area 308.74m²Open Space Required 45%Open Space Achieved 48.05%House Area includes: Ground Floor Footprint, Garage, Portico, UpperFloor Overhang
OVERSHADOWING CALCULATIONSAdjoining Lot Zoning R30Adjoining Lot Area 369m²Overshadowing Area 127.10m²Overshadowing Permitted 35.00%Overshadowing Percentage 34.44%Sun angle based on shadow cast at midday, 21st of June
Drawings List1.012.012.022.032.042.053.013.023.033.043.054.014.025.015.025.035.046.016.026.038.018.028.038.049.019.02
PerspectivesSite SurveySite PlanGround FloorFirst FloorRoof PlanSetout PlanSlab Layout GFSlab Layout FFBricklayers GFBricklayers FFElevationsElevationsSectionsSectionsSectionsSectionsScheduleScheduleScheduleElectrical GPO - GFElectrical Lighting GFElectrical GPO - FFElectrical Lighjting FFRoom LayoutsRoom Layouts
Site PlanScale: 1:200
Rev No.
Job No.Amendments. Signatures:
Client:
Client:
Builder:
Dwn. Dwn No :
Plot Date:
Site Plan
2.02© C
opyr
ight 4956
DA 02DA01-09/01/18Contrat Drawings - JC - 22/12/17Rev A-Construction drawings-DZ-28/02/18
Huynh ResidenceLot 8, (#43) Connolly StreetWembley, WA 6014 J. Chruscinski
27/4/18 at 3:05 pm
Wind ClassificationT.B.C.
Local AuthorityTown of Cambridge
This Drawing is to be read in conjunction with all relevant Drawings related to the Project for accurate co-ordination of services. The Contractor is to check all dimensions on site before thecommencement of work. Should any discrepancies occur, notify the Builder immediately. These Drawings remain the property of the Builder and shall be returned upon request.
Status:/Volumes/drafting/Drawings/Jobs ArchiCad/4956 Huynh v20/01 Archicad PLN/4956 Huynh v20.pln
Planning application
FROM THE START, IT'S ALL ABOUT THE FINISH.A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway, Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected] W: www.riverstone.com.au
© Copyright. This drawing and design is copyright and may not be reproduced or copied inwhole or in part without the express written permission of Riverstone Custom Homes.
GSPublisherVersion 127.11.67.9
4x 450D SH'S
4x 450D SH'S
2.48 m2
2.52 m2
7.28 m2
9x2
810 A
14x8
00 A
OBS
5x1
310 F
OBS
28x9
10 A
28x9
10 A
17x1
810
OBS
28x3570 SD
28x1
420 F
28x1
430 F
28x1670 A
28x2
645 A
28c x
955
28c x955
28x7
55 A
28x2435 A
1,2002400x1500
28x9
10 A
28x2645 A
720Lx 2340
Remote controlSectional door
820L
x 234
0
720Rx 2340
2400
x120
0
2400
x120
0
2400
x950
720R
x 234
0
820L
x 234
0
820Lx 2340
820R
x 234
0
720L
x 234
0
720Rx 2340
2400x1000
2572x1590
28x9
10 A
28x9
10 A
820R
x 234
0
970Lx 2340
2572x1590
W05
W06
W07
W08
W09
W10
SD01
W13
W14 W15
W16
D02
D03
W01W02
D01
W03
W04
CS
01
Nich
e1,2
00h x
2,00
0w
CS
03
CS02
W11
W12
Nich
e1,2
00h x
1,20
0wNi
che
1,200
h x 2,
240w
28x4735 SD
SW1.5 x 1.5
P/D
NORTH
FFL = -6cRL = 12.228
SO = 34c = 40c afl
FFL = 0cRL = 12.742
SO = 34c
P/D
123
UpUp
Up
12345
12345
1234Up
56789
101112
Up 123
123
Up
FFL = -11cRL = 11.799
FFL = -21cRL = 10.942
SW1.5 x 1.5
SW1.5 x 1.5
SW1.5 x 1.5
FFL = 0cRL = 12.742
SO = 34c
S
FFL = 0cCL = 34c
SO = 34c
CL = 30cSO = 34c
CL = 30cSO = 34c
FFL = 0cCL = 34c
SO = 34c
SO = 34c
SO = 34c
CL = 30cSO = 34c
CL = 30cSO = 34c
Up
H/P
S
CL = 30c
CL = 30c
CL = 30c
CL = 30c
12345
Up
CL = 30c
DP
SW1.5 x 1.5
SW1.2 x 1.2
CL = 25c
50x50
65x65
150x50
50x50
50x50
50x50
50x50
50x50
150x50
CL CL
C L
FGL = -12cRL = 11.713
FGL = -25cRL = 10.599
12345
FGL = -2cRL = 12.570
FGL = -12cRL = 11.713
FGL = -1cRL = 12.656
FFL = 9cRL = 13.514
ST01
A/C
A/C
A/C
A/C
9,971
25,05
0
2,140
1,765
8,105
8,150
1,430
1,800
1,660
1,275
865
win
920
845
win
8,105
2,520
955
door
1,865
2,810
Win
1,430
win
1,800
1,660
win
1,004 15,265 30
1,925 2,810 1,550 3,155 5,825 30
1,925 2,810win
1,550door
555 2,600win
5,000opening / garage door
825 30
9,800
25,05
0
430
3,670
4,380
16,57
0
780
2,810
win
510
355
800
win
215
1,310
win
1,700
910
win
1,770
910
win
535
1,810
win
3,945
910
win
2,040
910
win
2,830
1,004 15,265 30
500 5,100 5,860 740 1,595 1,470 30
500 405 3,570Stacker Door
1,125 860 5,000Stacker Door
740 1,595 955door
51530
1,504400
1,004 500
1,504
1,500
1,004
300
1,104 1,825
500 5,100 230 5,400Family
230 740 1,595 1,470
500 230 11,240Meal / Family
230 1,595 1,470
500 230 7,785Kitchen / Passage
250 4,800Games
230 1,470
500 230 6,105Kitchen recess
90 1,590Passage
190 1,200Passage
90 3,570L'dry
230 1,470
500 230 3,915prep
90 2,100Pantry
90 1,590Passage
190 1,200Passage
90 1,570P'dr
90 1,910Linen
230 1,470
500 230 3,915 190 2,000 90 1,590 190 1,200Passage
190 3,700 1,470
230 3,915Bed 2
190 1,200Stairs
2,480Gallery Void
190 6,330Garage
230
230 3,050Wir
90 1,175Bed 2
190 3,780Gallery
190 6,330Garage
230
230 3,050Bath
90 1,175Bed 2
190 1,690Entry
90 2,695Study
90 5,735Garage
230
230 1,650Wc
90 1,310Shr
90 1,115 250 1,690Entry
90 2,695Study
230 5,825
500 230 3,755Guest retreat
250 1,550Entry
230 2,695Study
230 5,825
1,712
1,800
1,430
8,150
230
6,540
Gara
ge23
02,8
701,9
4020
0
1,660
230
1,340
Rece
ss23
01,4
3023
03,6
00Ga
mes
901,7
10L'd
ry90
1,710
linen
907,4
00Ga
rage
/ Stor
e23
02,8
7050
51,4
3520
0
230
4,660
Fami
ly23
03,6
00Ga
mes
901,7
10L'd
ry90
1,710
Linen
907,4
00Ga
rage
/ Stor
e23
02,8
701,9
4020
0
230
4,660
Fami
ly23
03,6
00Ga
mes
902,6
50Pa
ssag
e90
860
Land
ing84
0St
airs
5,440
Gara
ge90
3,900
Stud
y23
050
51,4
3520
0
230
9,010
Kitch
en / f
amily
190
3,550
Pass
age
190
5,520
Galle
ry90
3,900
Stud
y23
01,9
4020
0
2,400
14,17
023
01,3
80Ro
be90
1,310
Bath
190
1,050
Wc
230
4,100
2,400
230
7,310
Kitch
en / M
eals
250
2,700
Prep
903,7
30Be
d 290
1,380
Robe
901,3
10Ba
th 1
901,0
50W
c90
4,050
190
2,400
230
7,310
Kitch
en / M
eals
250
2,700
Prep
903,7
30Be
d 290
1,380
Robe
901,3
10Ba
th 1
901,3
5090
3,510
Gues
t Retr
eat
230
2,400
230
7,310
Kitch
en / M
eals
250
2,700
Prep
906,6
40Be
d 290
4,910
Gues
t Retr
eat
230
2,400
230
7,310
Kitch
en / M
eals
901,7
5019
01,1
1090
9,110
230
905
3,166
230
1,590
230
3,584
1,000
430
5,509 230 1,930 230 540230
1,000 230
230
1,000
4,094
1,895
1,555
5,324
545
230
1,040
230
20 230 1,272 230 4,926 230 1,181 230
2,810
230
1,040
230
740
500 1,835
1,470 30
1,730
700
960
300
1,200
1,180
2,240
3,250
700 610140 5,000 595
700
2,450
305
2,340
905
2,870
600 1,840
860
1,004 500
900
2,200
1,004 730
5,050
1,610
73
530
505
505
505 723
230
1,450
1,486
1,510
3,710
7,170
1,015Brick wall
100
1,930
6,480
230
970
760
2,190
4,000
Fron
t set
back
955
RL 10.450
RL 10.220 RL 10.000
RL 10.450
RL 12.150RL 12.150
RL 11.635 RL 11.635
RL 11.820 RL 11.820
RL 11.785
RL 11.785
RL 10.300
RL 10.427 RL 10.427
RL 10.427
S/025.02
S/025.02
S/015.01
S/015.01
S/035.02
S/035.02
S/045.03
S/045.03
S/055.03
S/055.03
E/024.01
E/034.02
E/044.02
E/014.01
E/01b4.01
E/02b4.01
21.60 m2
Integrated fridgesupplied by owner
Dropped ceiling @ 30c
Stormwater Drain
Line of void over
900mm high plinth
Electrical pre-lay toisland bench
2.1m high wall
Water supply to fridge in adjacent
cabinet down the bottom.
Water supply to fridge.
Handrail refer to addenda.
Solid Core
Steel column.Steel column.
90 x 90 timber columns.
Top of [email protected] refer to addenda.
FFL@-7c.
100mmø Dp.
100mmø Dp.
Droppedceiling @ 28c
Line of upperfloor over.
Line of upperfloor over.
Line of upperfloor over.
Down turn beam refer to engineers
Line of upper floor over.
Mortar fill cavity asshown hatchedrefer to engineersdetail.
Line of upperfloor over.
BBQ RecessProvision for hot+cold water and waste.
Wall ofupper flooras showndashed.
Top of wall@0c.
Top of wall@-11c.
Top of wall@-24c.
Top of wall@-11c.
Top of wall@0c.
Top of wall@-11c.
Top of wall@13c.
Top ofwall@13c.
Steps detailrefer to detail 02.
lower wall under stairs.
Top of wall@-7c.
Top of wall@-14c.
Top of wall@-24c.
Top of wall@-5c.
Line of upperfloor over.
Down turn beam refer to engineers
125x125
125x125
LVL360 x 63
LVL3
00 x
63
Sink
Shr
Sink
MB
Tr
Tap
Tap
Tap
Tap
Gas
Sub
WC
Vb
Fw
Fw
Fw
Fw
Vb
Int. Fr
R/hood
Gas Hp
R/hood
OvenOven Fr / FzInt. DW
HWU
HWUWm Dryer
45.26
16.3
45.26
16.3
Recessed Sill
Recessed Sill
Rece
ssed
Sill
Fit-out Allowance
Guest Retreat
Guest Suite / Bed 2
Prep Pty
Kitchen
Meals
Family
Alfresco
BBQ
Games
Ldry
LinPdr
Drop Zone
Store
Garage
StudyEntry
GalleryVoid
Store
Bath 1
Timber
Timber
Timber
Timber
Timber
Timber
Timber
Uptu
rned
Con
cret
e Bea
m
Concrete Beam @ 30c
Conc
rete
Bea
m @
29c
Concrete Beam @ 25c
T-Lintel @ 22c
( furring channels required )
Poured Agg
Poured Agg
Poured Agg
Poured Agg
Poured Agg
Twins
ide R
etaini
ng
Twins
ide R
etaini
ng
Zero
lot w
all 30
mm of
f bou
ndar
yRe
tainin
g Wall
Planter
Planter
Twins
ide R
etaini
ng
Plan
ter
Retai
ning W
all
Retaining Wall
Letterbox
Grano
Tiles
Tiles
Tiles
Plinth
Portico
CL 29c.
CL @ 31c
CL 32cSO 34c
Void Over
Futur
eSw
immi
ng P
ool
(by o
wner
)
Planter
Shadowline overMeal / Family /
Kitchen.
Dry w
all.
Dry w
all.
Dry wall.
Area "B"130.877m2.
1.5 x 1.5
1.5 x 1.5
1.5 x 1.51.2 x 1.2
Area "A" 103.34m2
Paving Area.
Area "C"258.73m2.
Area "D"157.08m2.
2 N˚ 150 x 50
180 UB
180 UB
180 UB
180 UB
Planter
Landscaping LegendTotal front setback Area: 66m2.Paving Area:32.12m2.Landingscaping Area: 33.88m2.
Dp
Dp
Dp
Dp
Dp
Dp
Dp
Dp
Dp
Dp
FGL = 12.642(-100 AFL)
FGL = 12.642(-100 AFL)
FGL = 12.642(-100 AFL)
FGL = 12.642(-100 AFL)
FGL = 12.642(-100 AFL)
RL 10.350
Area Calculations
0 Ground Floor
1 First Floor
Name
AlfrescoGarageGround FloorPortico
First Floor
Area
21.248.3
241.910.2
321.6 m2
206.9206.9 m2
528.5 m2
Perimeter
18,804.828,380.082,240.014,590.0
144,014.8 mm
69,910.069,910.0 mm
213,924.8 mm
S
Exhaust fan
LEGEND
Artificial Lighting | To comply with NCC Vol. 2 Part 3.12.5.5
Fall Prevention | Where the floor below bedroom window is 2m or moreabove the surface beneath and all other windows where the floor belowwindow is 4m or more above the surface beneath must be provided withprotection in accordance with NCC 2015 V2 Part 3.9.2.5
Boundary Walls To Provide Fire Separation | To comply with NCC Vol.2 Part 3.7.1.8
Fireplace | To comply with NCC Vol.2 Part 3.7.3
Parapet/Boundary Fireproofing | To comply with NCC Vol.2 Part 3.7.1.3
Staircase, Balustrade and Handrails | To comply with NCC Vol. 2 Part3.9.1 and 3.9.2
Stormwater Drainage | To comply with NCC V2 Part 3.1.20, citing AS3500.5
Swimming Pool Barriers | To comply with AS 1926.1 and 1926.2
Timber Framing | To comply with AS 1684
Termite Protection | All primary building elements used for theconstruction of this building will consist entirely of, or a combination of,materials considered not subject to termite attack. Specifically, all timbersused in this dwelling will be preservative treated in accordance with AS3660.1 and will comply with Part 3.1.3.2 of the Building Code of Australia -Volume 2, 2016.
Wet areas | To comply with NCC Vol.2 Part 3.8.1
Hard Wired Smoke Alarm compliant with AS 3786
COMPLIANCE NOTES
Wall mounted cold water hose tap
Water supply for fridge
Gas bayonet point
CONSTRUCTION NOTESCeiling Insulation | R4.0 Bulk insulation throughout
Termite Protection | All primary building elements used for theconstruction of this building will consist entirely of, or a combination of,materials considered not subject to termite attack. Specifically, all timbersused in this dwelling will be preservative treated in accordance with AS3660.1 and will comply with Part 3.1.3.2 of the Building Code of Australia -Volume 2, 2016.
Internal Doors | 'Modular' Profile metal door frames with 2340 high doorpanels unless noted otherwise
Parapet Walls | FMC Homeguard as physical Termite barrier as per AS3660.1 - 2014 and will comply with Part 3.1.3.2 of the Building Code ofAustralia - Volume 2, 2016
Steelwork | Exposed steel shall have an anti-corrosive treatment inaccordance with the Building Code of Australia
CONCRETOR.1. Concrete stair dimension's are based on 280mm (Effective) tread and
172mm riser. Unless otherwise noted.2. All stair treads to be in suitable non-slip finish.3. Staircase to comply with BCA Vol. 2 part 3.9.1
Drawings List1.012.012.022.032.042.053.013.023.033.043.054.014.025.015.025.035.046.016.026.038.018.028.038.049.019.02
PerspectivesSite SurveySite PlanGround FloorFirst FloorRoof PlanSetout PlanSlab Layout GFSlab Layout FFBricklayers GFBricklayers FFElevationsElevationsSectionsSectionsSectionsSectionsScheduleScheduleScheduleElectrical GPO - GFElectrical Lighting GFElectrical GPO - FFElectrical Lighjting FFRoom LayoutsRoom Layouts
7272
172
Ground Floor PlanScale: 1:100
Steps detail ( next to M/B )02 Scale: 1:20
Rev No.
Job No.Amendments. Signatures:
Client:
Client:
Builder:
Dwn. Dwn No :
Plot Date:
Ground Floor
2.03© C
opyr
ight 4956
DA 02DA01-09/01/18Contrat Drawings - JC - 22/12/17Rev A-Construction drawings-DZ-28/02/18
Huynh ResidenceLot 8, (#43) Connolly StreetWembley, WA 6014 J. Chruscinski
27/4/18 at 3:05 pm
Wind ClassificationT.B.C.
Local AuthorityTown of Cambridge
This Drawing is to be read in conjunction with all relevant Drawings related to the Project for accurate co-ordination of services. The Contractor is to check all dimensions on site before thecommencement of work. Should any discrepancies occur, notify the Builder immediately. These Drawings remain the property of the Builder and shall be returned upon request.
Status:/Volumes/drafting/Drawings/Jobs ArchiCad/4956 Huynh v20/01 Archicad PLN/4956 Huynh v20.pln
Planning application
FROM THE START, IT'S ALL ABOUT THE FINISH.A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway, Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected] W: www.riverstone.com.au
© Copyright. This drawing and design is copyright and may not be reproduced or copied inwhole or in part without the express written permission of Riverstone Custom Homes.
GSPublisherVersion 127.11.67.9
Area Calculations
0 Ground Floor
1 First Floor
Name
AlfrescoGarageGround FloorPortico
First Floor
Area
21.248.3
241.910.2
321.6 m2
206.9206.9 m2
528.5 m2
Perimeter
18,804.828,380.082,240.014,590.0
144,014.8 mm
69,910.069,910.0 mm
213,924.8 mm
S
Exhaust fan
LEGEND
Artificial Lighting | To comply with NCC Vol. 2 Part 3.12.5.5
Fall Prevention | Where the floor below bedroom window is 2m or moreabove the surface beneath and all other windows where the floor belowwindow is 4m or more above the surface beneath must be provided withprotection in accordance with NCC 2015 V2 Part 3.9.2.5
Boundary Walls To Provide Fire Separation | To comply with NCC Vol.2 Part 3.7.1.8
Fireplace | To comply with NCC Vol.2 Part 3.7.3
Parapet/Boundary Fireproofing | To comply with NCC Vol.2 Part 3.7.1.3
Staircase, Balustrade and Handrails | To comply with NCC Vol. 2 Part3.9.1 and 3.9.2
Stormwater Drainage | To comply with NCC V2 Part 3.1.20, citing AS3500.5
Swimming Pool Barriers | To comply with AS 1926.1 and 1926.2
Timber Framing | To comply with AS 1684
Termite Protection | All primary building elements used for theconstruction of this building will consist entirely of, or a combination of,materials considered not subject to termite attack. Specifically, all timbersused in this dwelling will be preservative treated in accordance with AS3660.1 and will comply with Part 3.1.3.2 of the Building Code of Australia -Volume 2, 2016.
Wet areas | To comply with NCC Vol.2 Part 3.8.1
Hard Wired Smoke Alarm compliant with AS 3786
COMPLIANCE NOTES
Wall mounted cold water hose tap
Water supply for fridge
Gas bayonet point
CONSTRUCTION NOTESCeiling Insulation | R4.0 Bulk insulation throughout
Termite Protection | All primary building elements used for theconstruction of this building will consist entirely of, or a combination of,materials considered not subject to termite attack. Specifically, all timbersused in this dwelling will be preservative treated in accordance with AS3660.1 and will comply with Part 3.1.3.2 of the Building Code of Australia -Volume 2, 2016.
Internal Doors | 'Modular' Profile metal door frames with 2340 high doorpanels unless noted otherwise
Parapet Walls | FMC Homeguard as physical Termite barrier as per AS3660.1 - 2014 and will comply with Part 3.1.3.2 of the Building Code ofAustralia - Volume 2, 2016
Steelwork | Exposed steel shall have an anti-corrosive treatment inaccordance with the Building Code of Australia
CONCRETOR.1. Concrete stair dimension's are based on 280mm (Effective) tread and
172mm riser. Unless otherwise noted.2. All stair treads to be in suitable non-slip finish.3. Staircase to comply with BCA Vol. 2 part 3.9.1
4x 450D SH'S
9x2
810 A
14x1
200 A
OBS
18x1810 A772x350
6x1
810 F
OBS
9x2410 A 1029x460
18x9
10 F
OBS
18x9
10 F
OBS
21x1
775 A
28x1500 F
21x7
55 A
21x2725 A
21x7
55 F
OBS
20x2
810 F
OBS
820Rx 2340
2400x1875 mirrored
720R
x 234
072
0Lx 2
340
820Lx 2340
2400
x309
5 mirr
ored
820L
x 234
0
820R
x 234
0
2x720x 2340
2400x1570
21x2392 A
820R
x 234
0
21x3440 A
2400x2085 mirrored
5x1
890 F
OBS
9x2
610 A
OBS
W29
W30
W28
W27
W26
W25
W24
W20
W19
W17
W33
W32
W31
W21W18
W23
W22
A/C
A/C
A/C
A/C
4.5m CONE OF VISION
1234
56789
10111213
14 15 16 17
Dn
NORTH
FFL = 36cCL = 68c
CL = 68c = 32c afl
S
MH
FFL = 36cCL = 68c
CL = 68c
CL = 68c
CL = 68c
CL = 68c
CL = 68c
CL = 68c
CL = 68c
50x5050x50
50x50
50x504.5m CONE OF VISION
4.5m CONE OF VISION
Niche
S/025.02
S/025.02
S/015.01
S/015.01
S/035.02
S/035.02
S/045.03
S/045.03
S/055.03
S/055.03
13° 25' 6"
19° 47' 56"
19° 4
7' 56
"
19° 4
7' 56
"
19° 47' 56"
19° 47' 56"
19° 47' 56"
Dp
Dp
Dp
Dp
Dp
19,96
0
1,940
2,125
4,315
11,58
0
19,96
0
1,940
920
win
1,205
920
win
3,395
775
2,810
Win
775
1,660
1,200
win
825
2,810
win
725
4,610
4,300
4,345
6,705
230
3,380
win
2,550
3,370
910
Win
1,285
910
Win
620
3,390
1,810
win
1,505
13,295
13,295
4,105 9,190
690 2,410win
545 460ac
1,980 350ac
3,360 1,810win
1,690
4,235 1,550 7,510
1,678 2,557win
1,550win
555 3,605Win
460 2,890win
1,500
1,000 1,500
1,504
1,504
750
1,740
1,375 900
230
3,800
Maste
r Suit
e90
1,870
Ensu
ite1,0
00W
c23
04,3
60Up
per L
iving
230
3,855
Bed 5
230
2,125
1,940
230
3,800
Maste
r Suit
e90
1,680
Ensu
ite
190
1,000
Shr
904,6
40Up
per L
iving
903,8
55Be
d 523
02,1
251,9
40
230
3,800
Maste
r Suit
e19
02,7
7090
6,030
Uppe
r livin
g90
600
Robe
903,9
00Be
d 623
01,9
40
230
4,810
901,8
6090
1,200
3,440
Void
2,080
Land
ing90
3,900
Bed 6
230
505
1,435
230
4,360
Wir
902,3
10St
ore
904,6
40St
airs V
oid3,4
10Fo
yer
2,260
Void
230
905
6,705
230
700
A/C
903,0
95Ro
be90
910
Bed 3
903,0
10Fo
yer
904,7
20Be
d 423
0
6,705
230
4,885
Bed 3
9095
0Ba
th 2
901,8
50W
c90
600
A/C
904,1
50Be
d 423
0
6,705
230
3,885
Bed 3
902,8
90Ba
th90
910
Shr
9060
0Ro
be90
4,150
Bed 4
230
4,105 230 2,100Wir
90 6,540master Suite
230
4,105 230 2,100Store
90 1,570Foyer
90 1,740 1,500Shr
90 1,550Wc
230
230 3,275Bed 3
90 650Robe
90 3,680Void
4,050Upper Living
230 1,000
300 230 1,825bath
90 1,800 90 3,680Void
4,050Upper Living
230 1,000
300 230 1,535bath
90 950Wc
90 2,730Foyer
190 1,425Recess
90 2,085Robe
90 3,260Bed 5
230
230 2,159Robe
16 700A/C
90 950 90 1,690Void
90 3,700Bed 6
90 510A/C
90 2,660Bed 5
230
230 3,915Bed 4
90 1,550Void
230 3,700Bed 6
230 3,350
230 3,755Bed 4
250 5,710 3,350
390 600 2,660
600
515
600
3,085
1,245
2,340
905
4,515 190 190
1,950
400
1,450
750
A/C duct with wallpenetration into lower roof
Upturned Concrete Beam below
Wall opening onlyfor A/C duct runningthrough roof space.
2.1m high wall
900mm highplinthBalustrade refer
to addenda.
Balustrade refer to addenda.
Pop
Pop
Roof Flue
250 UB centred 1No Sc6 to allow
for concealed Dp.
2.1m high wall900mmhigh plinth Fixed panel Obscure.
LVL2
40 x
63
LVL3
00 x
63
LVL3
60 x
63
LVL300 x 63
Shr
Shr
WCVb
Fw
Vb
FS Bath
Bath
Vb
WC
Fw
Fw
Fit-out Allowance
Fit-outAllowance
Fit-o
ut Al
lowan
ce
Master SuiteWIR
Ensuite
Upper Living
Bed 5
Bed 6Void
Bed 4
Bath 2
Bed 3
Foyer
Store
Foyer
Timber
Timber
Timber
Tiles
Tiles
Tiles
Void
Void
TiledRoof
TiledRoof
TiledRoof
Fit-out AllowanceRecess.
Slab
edge
.
Slab edge.
Slab edge.
Dry w
all.
Dry w
all.
Plinth.
Boundary.
Boun
dary
.
Boun
dary
.
Boundary.
Dp.
2 N˚ 150 x 50
LVL 300 x 63
250 U
B
LVL 300 x 63
LVL 300 x 63
LVL 300 x 63
LVL 2
40 x
63
LVL 300 x 63
250 UB
Dp
Dp
Dp
Drawings List1.012.012.022.032.042.053.013.023.033.043.054.014.025.015.025.035.046.016.026.038.018.028.038.049.019.02
PerspectivesSite SurveySite PlanGround FloorFirst FloorRoof PlanSetout PlanSlab Layout GFSlab Layout FFBricklayers GFBricklayers FFElevationsElevationsSectionsSectionsSectionsSectionsScheduleScheduleScheduleElectrical GPO - GFElectrical Lighting GFElectrical GPO - FFElectrical Lighjting FFRoom LayoutsRoom Layouts
Upper Floor PlanScale: 1:100
Rev No.
Job No.Amendments. Signatures:
Client:
Client:
Builder:
Dwn. Dwn No :
Plot Date:
First Floor
2.04© C
opyr
ight 4956
DA 02DA01-09/01/18Contrat Drawings - JC - 22/12/17Rev A-Construction drawings-DZ-28/02/18
Huynh ResidenceLot 8, (#43) Connolly StreetWembley, WA 6014 J. Chruscinski
27/4/18 at 3:06 pm
Wind ClassificationT.B.C.
Local AuthorityTown of Cambridge
This Drawing is to be read in conjunction with all relevant Drawings related to the Project for accurate co-ordination of services. The Contractor is to check all dimensions on site before thecommencement of work. Should any discrepancies occur, notify the Builder immediately. These Drawings remain the property of the Builder and shall be returned upon request.
Status:/Volumes/drafting/Drawings/Jobs ArchiCad/4956 Huynh v20/01 Archicad PLN/4956 Huynh v20.pln
Planning application
FROM THE START, IT'S ALL ABOUT THE FINISH.A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway, Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected] W: www.riverstone.com.au
© Copyright. This drawing and design is copyright and may not be reproduced or copied inwhole or in part without the express written permission of Riverstone Custom Homes.
GSPublisherVersion 127.11.67.9
A/C
A/C
A/C
A/C
MH
50x5050x50
50x50
50x50
LVL2
40 x
63
LVL3
00 x
63
LVL3
60 x
63
LVL300 x 63
Dp.
2 N˚ 150 x 50
LVL 300 x 63
250 U
B
LVL 300 x 63
LVL 300 x 63
LVL 300 x 63
LVL 2
40 x
63
LVL 300 x 63
250 UB
NORTH
S/025.02
S/025.02
S/015.01
S/015.01
S/035.02
S/035.02
S/045.03
S/045.03
S/055.03
S/055.03
30° 6
' 49"
30° 6' 49"
30° 6
' 49"
30° 6' 49"
Line of FF external wall.
Roof Flue
Roof Flue
Roof Flue
Roof Below
Roof Below
Roof
Below
TiledRoof
TiledRoof
Area Calculations
0 Ground Floor
1 First Floor
Name
AlfrescoGarageGround FloorPortico
First Floor
Area
21.248.3
241.910.2
321.6 m2
206.9206.9 m2
528.5 m2
Perimeter
18,804.828,380.082,240.014,590.0
144,014.8 mm
69,910.069,910.0 mm
213,924.8 mm
Drawings List1.012.012.022.032.042.053.013.023.033.043.054.014.025.015.025.035.046.016.026.038.018.028.038.049.019.02
PerspectivesSite SurveySite PlanGround FloorFirst FloorRoof PlanSetout PlanSlab Layout GFSlab Layout FFBricklayers GFBricklayers FFElevationsElevationsSectionsSectionsSectionsSectionsScheduleScheduleScheduleElectrical GPO - GFElectrical Lighting GFElectrical GPO - FFElectrical Lighjting FFRoom LayoutsRoom Layouts
CL 5863 (68c+ Plate)
64c64c
35 706 90
30° 6' 49"
Typical Upper FloorEave Detail
CL 6120 (34c+ Plate)
31c31c
35 878 90
19° 47' 56"
Typical Ground FloorEave Detail
Roof PlanScale: 1:100
Rev No.
Job No.Amendments. Signatures:
Client:
Client:
Builder:
Dwn. Dwn No :
Plot Date:
Roof Plan
2.05© C
opyr
ight 4956
DA 02DA01-09/01/18Contrat Drawings - JC - 22/12/17Rev A-Construction drawings-DZ-28/02/18
Huynh ResidenceLot 8, (#43) Connolly StreetWembley, WA 6014 J. Chruscinski
27/4/18 at 3:06 pm
Wind ClassificationT.B.C.
Local AuthorityTown of Cambridge
This Drawing is to be read in conjunction with all relevant Drawings related to the Project for accurate co-ordination of services. The Contractor is to check all dimensions on site before thecommencement of work. Should any discrepancies occur, notify the Builder immediately. These Drawings remain the property of the Builder and shall be returned upon request.
Status:/Volumes/drafting/Drawings/Jobs ArchiCad/4956 Huynh v20/01 Archicad PLN/4956 Huynh v20.pln
Planning application
FROM THE START, IT'S ALL ABOUT THE FINISH.A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway, Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected] W: www.riverstone.com.au
© Copyright. This drawing and design is copyright and may not be reproduced or copied inwhole or in part without the express written permission of Riverstone Custom Homes.
GSPublisherVersion 127.11.67.9
0c0c
-11c-11c
-20c-20c -21c-21c
10c10c
28c28c31c31c
0c0c
55c55c
43c43c
64c64c
36c36c
0c0c
28c28c
10c10c
0c0c
28c28c
10c10c
0c0c
28c28c
0c0c
28c28c31c31c
64c64c64c64c
43c43c
28c28c
RL 21.654RL 21.654
44c44c
50c50c
55c55c
28c28c
43c43c
13c13c10c10c
-8c-8c-12c-12c
-18c-18c-21c-21c
-25c-25c-29c-29c
0c0c
-7c-7c
RL 12.700
RL 11.940RL 11.630
RL 11.240
RL 10.630
RL 12.790
RL 13.980 RL 13.820
36c36c
Ground FFL 12742 (0c)
2,91
4
Ground Floor CL 15656 (34c)172 First Floor FFL 15828 (36c)
2,74
3
First Floor CL 18571 (68c)
171
300
1,629
Approx. NGL at adjoining lot
FFL@-100mm
HWU.
Boxed eaves.
Roof pitch@13˚.Steel column refer to addenda.
FFL@-100mm
Top of footing for house@-2c.
Step footing refer to engineers.
Step footing refer to engineers.
Top of footing for return wall@-29c.
Pad footing for column@-2c.
Pop
Pop
Roof Flue
Lower Footing of Column for Concealed Dp.
W01W14
W16D02
W17
W29W30
W32Lower Roof
1,000
360
19° 47' 56"
W13W03
W20
Main Roof
1,000
580
30° 6' 49"
W31
Section through garage shown shadedRender
Tiled Roof
Render
Metal Roof
Render
Render
RenderRender
Render
Render
Tiled Roof
Obscure.
Obscure.
Obscure.
Boun
dary
.
RL 11.635RL 11.635 RL 11.820RL 11.820
RL 10.088RL 10.088
RL 10.450RL 10.450
-8c-8cRL 12.340
0c0c
RL 21.654RL 21.654
10c10c
28c28c
0c0c
10c10c
28c28c
43c43c
64c64c
36c36c
22c22c25c25c
43c43c
Ground FFL 12742 (0c)
2,91
4
Ground Floor CL 15656 (34c)172 First Floor FFL 15828 (36c)
2,74
3
First Floor CL 18571 (68c)5,7
31Ma
x Wall
Heig
ht
Feature, TimberClad Column
50 x 20 Colourbond capping.
Stone Claddingrefer to addenda.
Natural Ground level.
Boxed eaves.
Top of footing for [email protected] of footing for [email protected] footing for house
refer to engineersdrawings.
Roof Flue
D01W02W04
W19 W33W21 W18
Main Roof
1,000
580
30° 6' 49"
Render
FeatureCladding
Render
Tiled Roof
Render
Render
Garage Door
Boun
dary
.
Boun
dary
.
Obscure.
-7c-7c
-2c-2c
-8c-8c-12c-12c
RL 12.500RL 12.500
RL 11.713RL 11.713
RL 18.231RL 18.231
-24c-24c
-11c-11c
0c0c
RL 10.220 RL 10.000
RL 10.480
-20c-20c
0c0c
-11c-11c
-32c-32c-30c-30c -31c-31c
-5c-5c
-24c-24cBottom of M/B 600mm afl.
Render
RenderRender
Render
Boun
dary
.
Boun
dary
.
RL 10.450RL 10.427
Parapet Wall Area: 23.13m
RL 12.340RL 12.700
RL 11.940
36c36c
30c30c
RL 11.630
RL 11.240
RL 10.630
RL 12.790
RL 13.980RL 13.820
15.827m RL
-7c-7c
-14c-14c
-5c-5c
-29c-29c-33c-33c
-18c-18c
-25c-25c
-12c-12c
-24c-24c
36c36c
Ground FFL 12742 (0c)
2,91
4
Ground Floor CL 15656 (34c)172 First Floor FFL 15828 (36c)
2,74
3
First Floor CL 18571 (68c)
8,105Zero Lot Wall Length
3,500
From
NG
level
3,136
From
NG
Leve
l
Twin-side retaining
Step footing refer to engineers.
Owner's FGLas shown dashed( drive way ).
Neighbour's FGL.
Top of retaining wall.
Average Zero Lot Wall Height: 2.853m
North ElevationE/022.03 Scale: 1:100
East ElevationE/012.03 Scale: 1:100
Street ElevationE/01b2.03 Scale: 1:100
North BoundaryE/02b2.03 Scale: 1:100
RL 10.000
RL 10.000
RL 10.000
LEGENDApproximate line and RL of existing natural ground level atadjoining property boundary
Finished ground level at proposed development
Approximate line and RL of existing natural ground level atproposed development
Where the floor below bedroom window is 2m or more above the surfacebeneath and all other windows where the floor below window is 4m ormore above the surface beneath must be provided with protection inaccordance with NCC 2015 V2 Part 3.9.2.5
Rev No.
Job No.Amendments. Signatures:
Client:
Client:
Builder:
Dwn. Dwn No :
Plot Date:
Elevations
4.01© C
opyr
ight 4956
DA 02DA01-09/01/18Contrat Drawings - JC - 22/12/17Rev A-Construction drawings-DZ-28/02/18
Huynh ResidenceLot 8, (#43) Connolly StreetWembley, WA 6014 J. Chruscinski
27/4/18 at 3:06 pm
Wind ClassificationT.B.C.
Local AuthorityTown of Cambridge
This Drawing is to be read in conjunction with all relevant Drawings related to the Project for accurate co-ordination of services. The Contractor is to check all dimensions on site before thecommencement of work. Should any discrepancies occur, notify the Builder immediately. These Drawings remain the property of the Builder and shall be returned upon request.
Status:/Volumes/drafting/Drawings/Jobs ArchiCad/4956 Huynh v20/01 Archicad PLN/4956 Huynh v20.pln
Planning application
FROM THE START, IT'S ALL ABOUT THE FINISH.A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway, Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected] W: www.riverstone.com.au
© Copyright. This drawing and design is copyright and may not be reproduced or copied inwhole or in part without the express written permission of Riverstone Custom Homes.
GS
Pub
lishe
rVer
sion
127
.11.
67.9
0c0c
10c10c
28c28c
11c11c
28c28c
10c10c
28c28c
10c10c
28c28c
46c46c
59c59c55c55c
58c58c
14c14c
28c28c
34c34c
23c23c
28c28c
19c19c
28c28c
43c43c
64c64c64c64c
31c31c
18c18c
13c13c
RL 21.654RL 21.654
46c46c
0c0c
10c10c
28c28c
9c9c
55c55c 55c55c
0c0c
-11c-11c
-24c-24c
24c24c
RL 10.480RL 10.600
RL 13.130RL 13.360
RL 13.200
RL 13.920RL 14.070
RL 15.220RL 15.350
RL 16.290
Ground FFL 12742 (0c)
2,91
4
Ground Floor CL 15656 (34c)172 First Floor FFL 15828 (36c)
2,74
3
First Floor CL 18571 (68c)
174
300
Obscured up to 1650mm high
Obscured up to 1650mm high
Top of footing for house@-2c.
steel column refer to engineers.
Cladding refer to addenda.
50 x 20 colourbond capping.
FFL@-100mm.
Pad footing for column refer to engineers.
Roof Flue
Approx. NGL at adjoining lot
W06W07W08W09W10
W05
W27
Lower Roof
1,000
360
19° 47' 56"
W11W12
Main Roof
1,000
580
30° 6' 49"
W25 W24
W22W23
Render
Render
Render
Tiled Roof
Tiled Roof
Tiled Roof
Tiled Roof
0c0c
10c10c
28c28c28c28c31c31c
-7c-7c
22c22c 18c18c
46c46c
55c55c
36c36c
64c64c 64c64c
31c31c
RL 21.654RL 21.654
Ground FFL 12742 (0c)
2,91
4
Ground Floor CL 15656 (34c)172 First Floor FFL 15828 (36c)
2,74
3
First Floor CL 18571 (68c)
Twinside retaining Twinside retaining
Boxed eaves.
FFL@-100mm.
Top of footing for house@-2c.
Pop
Pop
Roof Flue
D03
W26
SD01ST01W15
W28
Lower Roof
1,000
360
19° 47' 56"
Main Roof
1,000
580
30° 6' 49"
Tiled Roof
Render
Tiled Roof
Render
Render
South ElevationE/042.03 Scale: 1:100
West ElevationE/032.03 Scale: 1:100
Rev N
o.
Job
No.
Amen
dmen
ts.
Sign
atur
es:
Clien
t:
Clien
t:
Build
er:
Dwn.
Dwn
No :
Plot
Dat
e:
Elev
atio
ns
4.02
© Copyright
4956
DA
02D
A01
-09/
01/1
8C
ontra
t Dra
win
gs -
JC -
22/1
2/17
Rev
A-C
onst
ruct
ion
draw
ings
-DZ-
28/0
2/18
Huyn
h Res
idenc
eLo
t 8, (
#43)
Con
nolly
Stre
etW
emble
y, W
A 60
14J.
Chru
scin
ski
27/4/
18 at
3:06
pm
Wind
Clas
sifica
tion
T.B.C
.Lo
cal A
utho
rity To
wn o
f Cam
brid
ge
This
Dra
win
g is
to b
e re
ad in
con
junc
tion
with
all
rele
vant
Dra
win
gs re
late
d to
the
Pro
ject
for a
ccur
ate
co-o
rdin
atio
n of
ser
vice
s. T
he C
ontra
ctor
is to
che
ck a
ll di
men
sion
s on
site
bef
ore
the
com
men
cem
ent o
f wor
k. S
houl
d an
y di
scre
panc
ies
occu
r, no
tify
the
Bui
lder
imm
edia
tely.
The
se D
raw
ings
rem
ain
the
prop
erty
of t
he B
uild
er a
nd s
hall
be re
turn
ed u
pon
requ
est.
Stat
us:
/Vol
umes
/dra
fting
/Dra
win
gs/J
obs
Arc
hiC
ad/4
956
Huy
nh v
20/0
1 A
rchi
cad
PLN
/495
6 H
uynh
v20
.pln
Plan
ning
app
licat
ion
FRO
M T
HE
STA
RT,
IT'S
ALL
AB
OU
T TH
E F
INIS
H.
A: S
uite
44
Cot
tesl
oe C
entra
l Sho
ppin
g C
entre
, 460
Stir
ling
Hig
hway
, Pep
perm
int G
rove
, WA
6011
T: 0
8 92
84 4
866
F: 0
8 92
84 6
144
E: re
cept
ion@
river
ston
e.co
m.a
u W
: ww
w.ri
vers
tone
.com
.au
© C
opyr
ight
. Thi
s dr
awin
g an
d de
sign
is c
opyr
ight
and
may
not
be
repr
oduc
ed o
r cop
ied
inw
hole
or i
n pa
rt w
ithou
t the
exp
ress
writ
ten
perm
issi
on o
f Riv
erst
one
Cus
tom
Hom
es.
is
Drawing is
to
be
read in
conjunction with all
rBtevant Drawings
related to
the
Project for
accurate co-ordination
of
services. The
Contractor is
to
check all
dimensions on
site
before the
mmencement of
worit. Should any
diSQ’"epancies occur, notify the
Builder
immediately. These
Drawings remain the
property of
the
Builder and
shall be
returned upon
request.
NoIumesldrafting/DrawingslJobs ArchiCadJ4956 Huynh
v2OJ01 Archicad
PLN/4956 Huynh
v20.pln SIaOJS, I
Contract Drawings
m--0
I
1111
~~
~~
~111
i
~
~ m
gl
(;"
z
,
~
<
"-
III
’"
eo
i!
0
..
:J
I
I !
I,. f’-
~ ...-....-..
\’\...1 \.
1\\ ,
\., "~
1
f
1
\\... \ \.
~.~ f~ i
TOV./I’ .~.
I
’
1
~IDGE
r
R.;; .r’’’’’
...
-
,.’;::
II>
~"""--.~.. J~
1
4
Fb3 <-
~j
TiME:
ROM THE
START, IT’S ALL
ABOUT THE
FINISH.
:
SUite 44
Cottesloe Central
Shopping Centre, 460
StJrting Highway,
Peppermint Grove, WA6011
’:
08
9284 4866 F:
089284 6144 E:
reception@riverstone,com,auW: www.riverstone.com.au
Copyright. ThiS
drawmg and
design is
copyright and
may not be
reproduced or
copied in
100e or
in
part
Without the
express written
permiSSion of
Riverstone Custom Homes.
+ RIVERSTONE CUSTOM HOMES I
EST.1995Huynh
Residence Lot 8,
(#43)
Connolly Street
Wembley, WA6014
ViblCIas:s6:aIion
=i C".onht er.-vo
-
JC -
221’21’1
Street View
"’No.
DA01
"""....
...No.
""’"
4956
""’"
"""No
..-,
4.03
LocaIAufIonty
lB.C.
~
Town of
Cambridge
"""’"
J.
Chrusclnskl1412118 at
1:18
m
ATTACHMENT 2 OF 2 : Summary of Applicant's Justification and Neighbour Comment DV18.67 - LOT 8 (NO. 43) CONNOLLY STREET, WEMBLEY
APPLICANT'S JUSTIFICATION
6.8 Visual Privacy Requirements
The front window of bedroom 5 on the upper floor facing east shows a setback of 3.65 m in lieu of 4.5 metres at 45 degrees.
The variation should be considered minor as the area over looked contains no active habitable spaces, no major openings and as such will have a minimal impact on the adjoining property. The area over looked can be clearly seen from the street.
Street Tree
The subject site has two street trees, the more substantial one being on the southern side of the verge. It is impractical to have the driveway in the centre of the site between the two verge trees and we seek to remove the verge tree to the northern side of the verge and replace it on the other side of the proposed driveway.
We have already sought and received advice from the Town and attach a copy of the correspondence for your reference.
Conclusion
The client has chosen this design to maximize their use and function of the property. The designer has been instructed to create a modestly sized home which has been thoughtfully designed by achieving the most out of the site and maintaining the external amenity of the dwelling. Applying the Design Principles against the proposal, in consult with the R-Codes and its explanatory guidelines, demonstrates that this design proposal has been able to suitably address the relevant criteria. Accordingly, the above justification is submitted for the Towns approval.
NEIGHBOUR COMMENT
Objection 1
I would object to the side set back [car garage] being on the perimeter of the north side as the bedrooms of my house are along the south side the thought of the noise/headlights of cars coming and going and garage doors opening and shutting let alone if they use garage as a workshop etc. alongside bedrooms is far from ideal.
Visual privacy setback should be 4.5 meters they have applied to be 2.12 meters again with the 4 bedrooms all having windows facing south. It will be a complete invasion of privacy as we constantly have the curtains open to let the natural light in as well bedroom 2 is used as an office as well as a bedroom and we wouldn’t like people being able to look in while working at the desk.
Objection 2
1. Side setback (south): The minimum required setback of the proposed feature nib wallshould be 1.1m in line with residential design codes. Proposed plans would reducethe separation between our properties, reducing privacy, restricting natural light andcreating congestion.
ATTACHMENT 2 OF 2: Summary of Applicant's Justification and Neighbour Comment DV18.67 - LOT 8 (NO. 43) CONNOLLY STREET, WEMBLEY
2. Upper floor side setback (south): The minimum required setback for the proposedbedroom 3, bathroom and bedroom 4 wall should be 1.8m in line with residentialdesign codes. Rationale as detailed in (1) above.
3. Wall height: the maximum permissible height to the top of eaves, measured verticallyabove the ‘natural level’ immediately below the relevant point on the wall should be6.0m in line with residential design codes. Permitting additional vertical height ofproperty (above 6.0m) would restrict natural light to adjacent properties.
4. Retaining walls and filling of land: the maximum permissible height of a retaining wallwithin 3.0m of the front boundary should be 0.5m in line with residential designcodes. Proposed plans would result in additional height above grade, furtherrestricting natural light to our property.
We have no issue with the minimal exceedance of visual privacy setback from bedroom 4 (of 4.14m).