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Drawing List
2 Plans
4 Elevations
5 Sections
2.012.022.032.042.05
4.014.02
5.015.025.035.04
Page Name
Site Plan - ExistingSite Plan - NewGround FloorFirst FloorRoof Plan
ElevationsStreetscape
Section 1,2 ,7Section 3Sections 4 & 5Section 6
NORTH
0.004 mLOT MISCLOSE
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
Check Your Lot With AlintaCall 13 13 58
Scale 1:100
0 2 4 6 8
SOIL DESCRIPTIONSandRefer to Survey
457201 08 Aug 19 T.Currey
08 Aug 19 3
340 D6
Tresise
Lot No.
Plan
Waite Place300 837m²
City Beach TOWN OF CAMBRIDGE
8759 15 146A
Bitumen
Non-Mount / Nil
Nil
Sand
Good
Refer to Survey
Yes
Yes
Yes
U/Ground
YES
37.22
8 0 ° 5 3 '4 0 "
26.15
8 9 ° 4 3 '5 "
35.6
3
9 3 ° 2 8 '3 0 "
20.12
95°5
4'45"
40.63
40 .79
41.09
41.0941.19
42.09
41.24
42 .18
4 1 .03
40.93
40.86
41 .29
42.43
41.7041 .7
9
42
.45
4 2 .5 2
41 .86
41
.34
41.28
41.23
41 .5 5
41.54
41.49 41.56
42.09
42
.17
42
.26
42
.35
4 2 .9 0
42
.51
42
.92
43
.25
4 3 .07
4 3 .9 0
43
.73
44
.10
44
.00
4 6 .2 8
44
.36
4 4 .07
4 2 .7 2
4 2 .9 0
42 .45
4 2 .3 3
43.26 43.19
43.8343.84
44.01
44
.02
44
.15
43.82
44.00
43.83
43.18
43.85 43 .68
43.52
44.26
44.35
44
.44
44
.5644.43
44.44
4 4 .3 8
44
.39
44.40
44
.47
44.47 44.47
44
.47
4 4 .4 3
44
.54
44
.47
44
.42
44
.46
44.4644.47
44
.46
44
.38
44
.38
44
.37
4 4 .4 0
4 4 .3 3
44
.38
44.25
4 3 .7 2
45
.66
4 3 .3 8
4 3 .2 64 2 .7 2
44.72
4 2 .8 3
43
.12
43
.82
43.80
43.96
44 .294
4.0
34
4.1
3
4 4 .1 9
44
.11
43
.28
43
.28
44
.21
43
.49
43
.80 4
4.2
0
45.63
43
.66
43
.90
44.15
44
.30
44.29
>>>>>>Sewer M/H
Approx. 40m(42.50)
Bitumen
Waite PlaceRef Nail At Base Of Kerb A.H.D. level 40.57m(Established from S.S.M. WEMBLEY 54 usingdata supplied by the Geodetic Section ofLandgate)
Non-Mount Non-Mount
Flush Kerb
SteppedBrick Wall
T
LawnLawnLawn
BitumenCrossover
Concrete
ConcreteBrick & Tile
Carport UMROver ConcreteBrick Pillar &
Timber PatioOver Brick
ApproxF/L At Door
(Timber) 44.41
ApproxF/L At Door
(Brick) 44.45
2-StoreyBrick & Galv
On Slab(#5)
Ground Floor
First FloorApprox
F/L 44.35
Steps
44
.52
44
.52
44
.44
44
.46
44
.21
TF[]
(top&gl)4
3.2
54
2.6
5
TW[
PEG FNDDIST
Lawn
Colorbond(Good Cond.)
Brick Pillar &Timber Patio Over Brick
Belo
w G
roun
dC
oncr
ete
Swim
min
g Po
ol
Brick & TileGarageUMR
Gat
e
Brick PillarBrick
Brick
BrickBrick
Light Pole
PEGGONE
PEGGONE
PEGGONE
Small Trees
Brick &Concrete
Bric
k &
Con
cret
e
1.3 High PoolFence (Fair Cond.)
Gate
Gate
Raised Brick G
arden
1.9 HighBrick Wall
Brick
LowBrick Wall
BrickRet. Wall
BrickRet.Wall
ClothesLine
Brick
Brick& LightGrass
44
.06
TF[ ]Brick & Tile
On Slab(#3)
44
.20
4 6 .8 7TF[]
T
Met
er
W
(top&gl)
Whi
tePi
pe (top&gl)
(top&gl)
(top&gl)
(top&gl)
(top&gl)
4 2 .4 0
4 2 .3 2
Small Trees
Rock &ConcreteRet. Wall
RockRet. Wall
Verge TreeØ 0.06mHt 4.0m
Verge TreeØ 0.10mHt 3.0m
TreeØ 0.6mHt 5.0m
(top&gl)
Lawn
Timber PostRet. Wall
(top&gl)
(top&gl)(top&gl)
(top&gl)
Palm TreeØ 0.3mHt 7.0m
Brick Wall
Brick Ret. Wall
Meter Box(Elec.)
M
ThickBush
Thic
k Bu
sh T
rees
Small Trees
4 4 .3 2
44.11
43.50
43
.63
43
.88
(top&
gl)
(top&
gl)
4 3 .6 8
(top&
gl)
(top&
gl)
4 2 .8 2
4 3 .0 2
TF[ ]
L'stoneRet. Wall
4 3 .3 8
TF[
]
2-StoreyBrick & Galv
On Slab
PatioUMR
Door
Timber Paling(Capped,
Good Cond.)Br
ick
Ret
. Wal
l 1.3
m O
ff Fe
nce
Bric
k R
et. W
all 1
.0m
Off
Fenc
e
Tim
ber P
atio
Gro
und
Floo
r
Firs
t Flo
or
2-StoreyBrick & Galv
On Slab(#5)
43
.30
(top&
gl)
BrickRet. Wall
Timber Paling(Capped,
Good Cond.)
Nil
Sewer JunctionIn: 0.7 Up: 1.9Inv: 39.0 Depth: 1.5NOTE: UP
41.0
41.5
42.0
42.5
43.5
(top&gl)
42.5
43.0
44.0
44.0
44.5
44.0
43.5
43.0
44.0
44.0
43.0
43.0
42.5
41.5
41.0
(Meas Abt. 20.12)
(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 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.
Client
Date
Suburb
House No.
Street
Shire
C/T Vol. Fol
AreaGOOD
GOOD
BUILDING SITE INSPECTION REPORTSERVICE AND CONTOUR SKETCH
Road Descr.
Kerbing
Condition
Footpath
Condition
Soil
Drainage
Vegetation
Services: Gas Phone Comms.
Water Sewer
Electricity
Coastal Zone
Fencing andother improvements
Special Features
AS SHOWN
AS SHOWNJ/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 Dome
Power Pole
Phone Pits
LEG
END T C
TP 10.00
TW
TR
TF
[
[
[
[
10.00
10.00
10.00
]
]
]
]
Top Pillar/Post
Top Wall
Top Retaining
Top Fence
W Water Conn.
44
.92
45
.02
]
Existing Site Plan Scale: 1:100
Rev N
o.Jo
b No.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
Site Plan - Existing
2.01© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:28 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings
AC Unit
Extent of sand pad.
Planter. Planter.FGL=
42.2
8
107.59 m2
1.09 m2
3.52 m2
4.17 m2
4.32 m2
123
12
123
456789
1011121314
NORTH
FGL = 41.429
FGL = 44.000(-100mm Below 0c FL)
7.5m 7.5m
6.0m
6.0m
FGL = 40.743
FGL = 41.943
FGL = 43.328
FGL = 43.843
Poured Agg = 44.000(-100mm Below 0c FL)
FGL = 44.000(-100mm Below 0c FL)
12.5%
Gra
dien
t.23
.8% G
radi
ent.
LOT ZONING R12.5LOT AREAHOUSE AREAOPEN SPACEOPEN SPACE REQUIRED AS PER R-CODES IS 55%
837.00m2358.60m257.16%
NEIGHBOUR'S LOT AREASHADOW CAST ONTO LOTAREA OVERSHADOWEDOVERSHADOWING PERMITTED AS PER R-CODES IS 25%
974.00m2148.71m215.27%
Stormwater grate.
PD
Poured Agg = 44.000(-100mm Below 0c FL)
Poured Agg = -3cRL = 43.843
SW1.5 x 1.5
SW1.5 x 1.5
SW1.5 x 1.5
SW1.5 x 1.5
SW1.5 x 1.5
SW1.5 x 1.5
SW1.5 x 1.5
DP
DP
DP
FGL = 43.843
FGL = 43.630
FGL = 43.630
Grad
e
Fall
Fall
Grano FFL = -12cRL = 43.071
FFL = 0cRL = 44.100
Grano FFL = -12cRL = 43.071
FGL=
42.2
8
DPDP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
3xDP
DP
DP
3,605setback
7,51
5se
tbac
k
4,068setback
1,511setback
148.71 m2Overshadowing as of 21st June Midday.
Crossoverto Shire Req's
Ridge Height = 52.541 AHD.
Wall Height = 50.05 AHD.
Wall Height = 50.45 AHD.
Wall Height = 50.05 AHD.
Wall Height = 50.05 AHD.
Wall Height = 50.05 AHD.
Wall Height = 50.05 AHD.
Additional Contoursin RED representINTRAMAPS levels.
Existing Rock RetainingWall To RemainTOW approx RL 42.09.
LetterboxTOW -25c (RL 41.93)..
TOW -20c (RL 42.38).
TOW -9c (RL 43.33).TOW -9c (RL 43.33).
Additional Contoursin RED representINTRAMAPS levels.
Stormwater grate and soakwell(Allow for 2No. Outlets)
BalustradingGate
TOW -20c (RL 42.38).
Steps. Rainwater Run Under Slab
0.004 mLOT MISCLOSE
OLDAREA
Check Your Lot With AlintaCall 13 13 58
Scale 1:100
0 2 4 6 8
SOIL DESCRIPTIONSandRefer to Survey
08 Aug 19 3
340 D6
Tresise
Lot No.
Plan
Waite Place300 837m²
City Beach TOWN OF CAMBRIDGE
8759 15 146A
Bitumen
Non-Mount / Nil
Nil
Sand
Good
Refer to Survey
Yes
Yes
Yes
U/Ground
YES
37.22
8 0 ° 5 3 '4 0 "
26.15
8 9 ° 43 '5 "
35.6
3
9 3 ° 2 8 '3 0 "
20.12
95°5
4'45"
40.63
40 .79
41.09
41.0941.19
42.09
41.24
42 .18
4 1 .03
40.93
40.86
41 .29
42.43
41.7041 .7
9
42
.45
4 2 .5 2
41 .86
41
.34
41.28
41.23
41 .5 5
41.54
41.49 41.56
42.09
42
.17
42
.26
42
.35
4 2 .9 0
42
.51
42
.92
43
.25
4 3 .07
4 3 .9 0
43
.73
44
.10
44
.00
4 6 .2 8
44
.36
4 4 .07
4 2 .7 2
4 2 .9 0
42 .45
4 2 .3 3
43.2643.19
43.83
43.84
44.01
44
.02 4
4.1
5
43.82
44.00
43.83
43.18
43.85 43 .68
43.52
44.26
44.35
44
.44
44
.5644.43
44.44
4 4 .3 8
44
.39
44.40
44
.47
44.47 44.47
44
.47
4 4 .4 3
44
.54
44
.47
44
.42
44
.46
44.4644.47
44
.46
44
.38
44
.38
44
.37
4 4 .4 0
4 4 .3 3
44
.38
44.25
4 3 .7 2
45
.66
4 3 .3 8
4 3 .2 64 2 .7 2
44.72
4 2 .8 3
43
.12
43
.82
43.80
43.96
44 .294
4.0
34
4.1
3
4 4 .1 9
44
.11
43
.28
43
.28
44
.21
43
.49
43
.80
44
.20
45.63
43
.66
43
.90
44.15
44
.30
44.29
>>>>>>Sewer M/H
Approx. 40m(42.50)
BitumenWaite Place
Ref Nail At Base Of Kerb A.H.D. level 40.57m(Established from S.S.M. WEMBLEY 54 using datasupplied by the Geodetic Section of Landgate)
Non-Mount Non-Mount
Flush Kerb
SteppedBrick Wall
T
LawnLawnLawn BitumenCrossover
2-StoreyBrick & Galv
On Slab(#5)
Ground Floor
First FloorApprox
F/L 44.35
Steps
44
.52
44
.52
44
.44
44
.46
44
.21
TF[]
(top&gl)4
3.2
54
2.6
5
TW[
PEG FNDDIST
Light Pole
PEGGONE
PEGGONE
PEGGONE
Raised Brick G
arden
44
.06
TF[ ]
44
.20
4 6 .8 7TF[]
T
MeterW
(top&gl)
Whi
tePi
pe
(top&gl)
(top&gl)
(top&gl)
(top&gl)
(top&gl)
4 2 .4 04 2 .3 2
REMOVE(By Owner).Verge TreeØ 0.06mHt 4.0m
Verge TreeØ 0.10mHt 3.0m
(top&gl)
(top&gl)
(top&gl)(top&gl)
(top&gl)
Brick Wall
4 4 .3 2
44.11
43.50
43
.63
43
.88
(top&
gl)
(top&
gl)
4 3 .6 8
(top&
gl)
(top&
gl)
4 2 .8 2
4 3 .0 2
TF[ ]
L'stoneRet. Wall
4 3 .3 8
TF[
]
2-StoreyBrick & Galv
On Slab
PatioUMR
Door
Timber Paling(Capped,
Good Cond.)Br
ick
Ret
. Wal
l 1.3
m O
ff Fe
nce
Bric
k R
et. W
all 1
.0m
Off
Fenc
e
Tim
ber P
atio
Gro
und
Floo
r
Firs
t Flo
or
2-StoreyBrick & Galv
On Slab(#5)
43
.30
(top&
gl)
BrickRet. Wall
Timber Paling(Capped,
Good Cond.)
Nil
Sewer JunctionIn: 0.7 Up: 1.9Inv: 39.0 Depth: 1.5NOTE: UP
41.0
41.5
42.0
42.5
43.5
(top&gl)
42.5
43.0
44.0
44.0
44.5
44.043.5
43.0
44.0
44.0
43.0
43.0
41.5
41.0
(Meas Abt. 20.12)
(Scaled from StreetSmart DirectoryOnly - Confirm With Shire)
Client
Date
Suburb
House No.
Street
Shire
C/T Vol. Fol
AreaGOOD
GOOD
BUILDING SITE INSPECTION REPORTSERVICE AND CONTOUR SKETCH
Road Descr.
Kerbing
Condition
Footpath
Condition
Soil
Drainage
Vegetation
Services: Gas Phone Comms.
Water Sewer
Electricity
Coastal Zone
Fencing andother improvements
Special Features
AS SHOWN
AS SHOWN
MSD REF
SEC Dome
Power Pole
Phone Pits
LEG
END T C
TP 10.00
TW
TR
TF
[
[
[
[
10.00
10.00
10.00
]
]
]
]
Top Pillar/Post
Top Wall
Top Retaining
Top Fence
W Water Conn.
44
.92
45
.02
]
(top&gl)
Site Soil Classification.1. Soil classification is made bysurface visual inspection only.
Termite Protection.All primary building elements used for the constructionof this building will be consist entirely of, or acombination of, materials considered not subject totermite attack. Specifically, all timbers used in thisdwelling will be preservative treated in accordance withAS 3660.1 and will comply with Part 3.1.3.2 of theBuilding Code of Australia - Volume 2, 2016.
44.0
44.0
43.0
43.0
43.0
41.0
Natural Ground Levels to front setback to be maintained.
Natural Ground Levels toSouth Western Corner tobe maintained.
Total Area in 7.5m Front Setback= 191.48m2
Landscaping Area(107.59 + 4.33 + 4.32 +3.31 + 3.31)
= 122.86m2 (64.16%)
TOWN OF CAMBRIDGE:Note that Town of Cambridge requires 1m3 of soakwell storageto every 30m2 of Roof and Paving areas. Confirmrequirements with council on job to job basis.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)Area A. (Roof Area to Rear Soakwells) = 546.4 m2
Volume to Store = 18.21 m3
DIAM DEPTH No of TANKS VOLUME1500 1500 7 18.55 m3
Storm-water grate to soak wellTraffic-able lid to soak well located under paving
Impervious Area (Paving)Run of to Garden Beds
TANK VOLUME.Note: Soakwells up to 1500x1500 in size, can
be man-handled.
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
All drainage to be in accordance with NCC V2 Part 3.1.2.0 citingAS3500.3 or AS3500.5
First Floor
Footing for the retainingwall of [email protected]=41.706
Step footing referto Section 01 &07 on page 5.01.
37.22
26.15
35.6
320.12
(Meas Abt. 20.12)
Verandah
HWS
2,00
05,
150
2,00
099
0
Garage
Steps.
Steps.
Steps.
Planter. Planter.FGL=
43.2
3
FGL=
43.2
3
12.5%
Gra
dien
t.
FFL = 0cRL = 44.100
FFL = -12cRL = 43.071
FFL = -2cRL = 43.928
1,785 6,035
Tap.
Tap.
Tap.
Tap.
Wall Height = 50.05 AHD.
First Floor Over
Firs
t Flo
or O
ver
Firs
t Flo
or O
ver
First Floor Over
First Floor Over
Firs
t Flo
or O
ver
Firs
t Flo
or O
ver
Firs
t Flo
or O
ver
First Floor Over
First Floor Over
Conc. Panel retainingwall Extent TBC onsite.
Note Not to exceed NGL.
FGL=41.328
FGL=41.578
FGL=42.807
FGL=43.057
Proposed ResidenceDry Court
Ground Floor
Gdn ST.
Alfresco
Area Calculations
0 Ground Floor
1 First Floor
Name
AlfrescoGarageGdn ST.Ground FloorVerandah
First Floor
Area
30.766.74.8
238.828.3
369.3 m²
136.8136.8 m²506.1 m²
Perimeter
23,279.434,220.08,880.0
79,750.035,350.6
181,480.0 mm
66,634.966,634.9 mm
248,114.9 mm
Site Plan Scale: 1:100
Rev N
o.Jo
b No.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
Site Plan - New
2.02© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:28 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings
Extent of sand pad.
TOW @ -28c.RL = 42.100.
TOW @ -24c.RL = 42.443.
TOW @ -24c.RL = 42.443.
Letterbox Plate
AC Unit
Boundary.
Boundary.Boundary.
FGL=
42.2
8
FGL=
42.2
8
Planter. Planter.
123
12
18x5
65 F
18x5
65 F
16x1095 F
16x2
280 A
16x1095 F
28x3
045 A
14x8
40 A
28c x
955
18x2415 A
18x2455 A 18x2415 A 18x2415 A
18x1
335 A
29x2730 SD
820Lx 2340
820L
x 174
0
2400x815
3x720x 2340
3x720x 2340
3x720x 2340820L
x 2340820R
x 2340
820L
x 234
0
2x720x 2340
820Lx 2340
820Rx 2340
820Lx 2340
2x820
2400x1690
1st
820Rx 2340
28c x
1455
820R
x 234
0
857x
3100
18x1865 A
28x5
515 S
DSP
x269
7 FOv
erSP
x269
7 FOv
er
M
Remote controlSectional door
820
2400
x880
16x1
820 L
18x1865 A
1370
x 23
40 B
'k Op
ening
(145
5 x 24
00)
1370
x 23
40 B
'k Op
ening
(145
5 x 24
00)
820R
x 234
0
16x1
820 L
2314
x149
5
W01
W04
W09
W10
W11
W13
W12
D02
W14
W15W16W17
W18
SD02
D01
D03a
W03
SD01
W07
W08
D03
W04
c
W02
CS04
CS05
W04
b
123
456789
1011121314
1390
x 23
40 B
'k Op
ening
(145
5 x 24
00)
B'he
ad =
28c
CL = 34c
FGL = 41.429
FGL = 43.057
FGL = 41.943
GE
Fw
Fw
1 2 3 4 5 6345678
FFL = 0cRL = 44.100
SO = 34c
Grano = -12cRL = 43.071
SO = 34c = 46c afl
SO = 34c
CL = 34c
CL = 32cCL
= 28
c
CL = 23c = 35c aflGrano = -12c
Poured Agg = -3cRL = 43.843
CL = 36c = 39c afl
Grano = -2cRL = 43.928
CL = 30c
FFL = 0cRaking Ceiling
12.5%
Gra
dien
t.23
.8% G
radi
ent.
S
Raking
Raking
Raking
Raking Rakin
g
Rakin
g
Rakin
g
Rakin
g
Raking
Rakin
g
Rakin
g
Rakin
g
MH
M/B
Stormwater grate.
CL = 34cPD
Poured Agg = 44.000(-100mm Below 0c FL)
Poured Agg = 44.000(-100mm Below 0c FL)
FGL = 41.429
FGL = 44.000(-100mm Below 0c FL)
FGL = 40.743
FGL = 41.943
FGL = 43.328
FGL = 43.843
FGL = 44.000(-100mm Below 0c FL)
DP
DP
DP
Pour
ed A
gg =
-9c
RL =
43.32
8
Rakin
g
FGL = 43.843
FGL = 43.630
FGL = 43.630
Grad
e
Fall
Fall
Grano FFL = -12cRL = 43.071
Grano FFL = -12cRL = 43.071
CS01
DPDP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
3xDP
DP
DP
4x 600D SH'S
Raking Ceiling
230
6,115
gara
ge90
1,900
store
300
230
7,105
gara
ge1,0
00ste
ps90
600
linen
902,1
45l'd
ry90
2,040
bath
901,1
00pa
ss90
4,490
bed 4
230
215
1,67
530
06,5
20ga
rage
901,6
00lan
ding
902,1
45l'd
ry90
1,090
wall
950
bath
901,1
00pa
ss90
600
robe
903,8
00be
d 323
0
1,285
v'dah
215
730 w
945
230
2,130
entry
9060
0cb
rd90
4,680
stairs
9060
0dr
op90
1,455
l'dry
9060
0sh
vs90
1,000 shr
9095
0ba
th90
1,400
pass
904,1
90be
d 3 / b
ed 2
230
190
2,745
190
2,750
300
2,853
v'dah
252
2,220
entry
215
4,200
stairs
955
wind
ers
4,652
pass
age
901,5
03pa
ss90
600
robe
903,8
00be
d 223
0
230
1,665
9060
0ro
be90
3,800
bed 4
230
2,435
entry
5,155
void
4,652
pass
age
230
2,150
b'fas
t noo
k23
0
230
9,045
living
/ dini
ng2,4
55kit
chen
902,7
30wi
p90
6,310
game
s23
0
230
515
fire90
8,655
living
/ dini
ng3,1
55kit
chen
902,0
30wi
p / pd
r90
6,310
game
s23
0
215
230
6,513
living
190
3,153
rece
ss19
02,1
55kit
chen
9095
0pa
ss
9040
0 lin 9050
0cb
d90
1,100
game
s
9060
0ro
be
903,8
00be
d 263
0re
c23
0
1,589
1,350
1,619
1,400
1,500
2,600
1,400
1,560
505
1,100
1,285
1,480
3,110
395 190
560
1,507
2,20
523
02301,900
300
1,50
023
043
0
3002,945
230
2,66
023
0
1,0001,
000
S/035.02
S/035.02
S/025.01
S/025.01
S/045.03
S/045.03
S/055.03
S/055.03
S/065.04
S/065.04
Extra Horiz Beamto Take Chair Swing
Balus
tradin
gto
BCA
Req's
Open RecessUnder Stairs
Open RecessUnder Stairs
HP & R'hood
Skylight Over
Moulding Over
Extent of sand pad.
Line of Upper Floor Over
Line of UpperFloor OverLine of Upper
Floor Over
FR Plumbing
Aircon Slab Pen Over
Feature Cladding onTimber Framing upto 28c
w/- Bwk on Lintels Over
Cavity FillRetainingBelow
Bwk Under Landing
Timber Balustrading
Timber Balustrading
Bwk Under Landing
MDF Seat MDF Seat
Cavity Fill Retaining Below
Feature Cladding
Timber Balustrading
Bwk U
nder
Line of Slab Over
Line ofSlab Over
Banking
Void
Over
Steps.
1350mm x 900mm H.1500mm afl.
slab box for SGPO withconduit to wall light switch.
slab box for SGPO withconduit to wall light switch.
small dog door to D03a.
TOW @ 4c.RL = 44.443
in - slab safe asshown dashed.
SC10 over.
Dryer
Footing for the retainingwall of [email protected]=41.706
Step footing referto Section 01 &07 on page 5.01.
37.22
26.15
35.6
3
20.12(Meas Abt. 20.12)
T1 ov
er.
T1 ov
er.
B'head = 28c
HWS
B'head = 30c
Raking Ceiling
Raking Ceiling
TOW @ -13c.RL = 43.386.
TOW @ -13c.RL = 43.386.
Steps.
Steps.
Steps.
Boun
dary
.
FGL=
43.2
3
FGL=
43.2
3
Planter. Planter.
2x820x 2340
1200x400
820Rx 2340
820Rx 2340
W/m
FwCL = 30c
CL = 30c
12.5%
Gra
dien
t.
NORTH
CL = 30c
CL = 30c CL = 30c
FFL = 0c
FFL = 0c
B'head = 28c
B'head = 28c
B'head = 28c
21,3
95
670 5,430 820 890 1,690D
365 2,090 1,795 2,090 1,260 3,250 420
6,100 820 2,945 2,090 1,795 2,090 4,510 42020,350 420
215
730
430
6,34
52,
290
479
1,45
5D
781
1,33
530
588
05,
520
630
215
1,16
06,
345
2,29
04,
050
6,70
563
0
21,3
95
773 2,415w
1,175 2,415w
633 2,455w
1,780 2,415w
1,780 1,260w
2,730s'door
520 420
9,865 5,975 1,260 3,250 420
230 3,500bed 4
90 3,500bed 3
90 3,500bed 2
90 4,610games
230
230 2,460robe
90 950pass
90 2,460robe
90 1,990pass
90 2,460robe
90 4,610games
230
230 2,315g/store
90 7,210pass
90 5,675games
230
230 2,315g/store
90 5,400bath
90 350 90 1,280pass
250390
901,000cbd
90 1,600pdr
90 2,255wip
230
230 3,810bath
90 800shr
700wall
19025090
1,280pass
90 1,640linen
90 1,600pdr
90 2,255wip
230
230 3,810bath
90 1,500shr
19090 250
3,010pass
90 1,600pdr
90 2,255wip
230
230 5,280l'dry
400rec
2501,280pass
250 4,475kitchen
90 950wip
230 1,260
230 1,810linen
90 1,450lockers
90 950land
90 800drop
400rec
2501,280pass
250700rec
4,815kitchen
1,260b'fast
230
230 6,390garage
300 2,945porch
230 5,515Living
230
230 7,005garage
230 2,380entry
250 5,515Living
230
230 7,005garage
230 1,010linen
90 1,280entry
250 5,515living
230
215
730
2,23
150
45,
515
s'do
or37
02,
610
w83
084
0 w1,
710
955
3,04
5w
1,84
0
215
2,86
560
01,
820
100
1,67
510
01,
820
w60
02,
380
9,22
0
600
1,82
0W
100
901,
495
rece
ss
9010
01,
820
W60
0
6,71
5
230
6,255
alfre
sco
230
6,920 2,945 230 1,860 1,795 2,090
3,025store 1
90 1,561 2,559stairs
230 1,010landing
90 1,280passage
250 5,515dining
230
230 7,005garage
230 1,010stairs
90 1,280passage
250 5,515living
230
S/015.01
S/015.01
S/075.01
S/075.01
E/024.01
E/034.01
E/04b#LayID
E/014.01
E/04a4.01
D'turn Conc Beam
S D/W
Reduced Frame
Gas Point
Balustradingto BCA Req's
VB Sk.
TR
VBVB
Bath.
Shr.
Shv's
W/O
190w Screen Wall onTop of RetainingTOW @ 20c.
Timbe
r Gate
Sub Board.
Tap.
Tap.
Tap.
Tap.
Feature Stone Cladding
FR Rec
Shv's
S&RS&RS&RShv'sShv's
Shv's
Shv's
UPUP
Linen
Linen
C'brd
2m Wall
Store
(Top
@ -2
c AFL
)
Rece
ssed
Sills
Step
UP
Line of Upper Floor Over
T2 Lintel Over
SC12
SC13
SC9 *
SC7 SC7
SC7
SC6SC8
PWPPWP
SC11 Over
SC11 Over
2x UA Lintel Over
LINCH
Lockers
RW4
RW
4
RW5
Cavit
y Fill
Reta
ining
Belo
w
RW5
RW
5
RW
3
RW
4
RW4
RW
?
RW?
RW2 Alt
RW
2 Al
tR
W2
Alt
T3 L
inte
l @-2
c w
Lug
s
RW1
RW1
RW
1
RW1
SC9 *
RW
5
DSOver
RW
1
SC7S
EA L
inte
l Ove
r
Niche
Shv's
Shv's
SC16SC18
PWP SC17
SC14SC15
SC15SC14
120 T
P2
120 T
P2
120 T
P2
120 T
P2
120 T
P2
120 T
P2
120 T
P2
120 T
P2
120 T
P1
1. 100mm thick granolithic concretewith F63 mesh.
2. Acrylic rendered Int walls.3. Skim coat over.
FGL=41.328
FGL=41.578
FGL=42.807
Porch.
Garage.
Store 1
Living.
Dining. Alfresco.
Kitchen.
WIP.P'dr.
Games.Bed 2Bed 3Bed 4
G'dn Store
Bath.
L'dry
Verandah.
Drop Off
Poured Agg. Conc.
W36Over
W37Over
Robe RobeRobe
F.C. Lining
Entry
F.C. Lining
Driveway
Dry Court
B'fa
st N
ook
Fireplace
F.C. Lining
Scotched Rafters Over
Scotched Rafters Over
A/C A/C
CH
Area Calculations
0 Ground Floor
1 First Floor
Name
AlfrescoGarageGdn ST.Ground FloorVerandah
First Floor
Area
30.766.74.8
238.828.3
369.3 m²
136.8136.8 m²506.1 m²
Perimeter
23,279.434,220.08,880.0
79,750.035,350.6
181,480.0 mm
66,634.966,634.9 mm
248,114.9 mm
COMPLIANCE NOTESArtificial Lighting | To comply with NCC Vol. 2 Part 3.12.5.5
Fall Prevention | Bedroom windows - where floor is 2m more thansurface beneath unless opening sash is greater than 1700mm AFLopening must be permanently restricted to 125mm or fitted with a non-removable robust screen.All other windows - where the fall height is 4m or greater must have atransom above 865mm and a sill height less than 150mm - No restriction isrequired to opening.Refer to NCC 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 (Nom. 280 Going x 172 Riser).
Stormwater Drainage | To comply with NCC V2 Part 3.1.20, citing AS3500.5
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.
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
Wet areas | To comply with NCC Vol.2 Part 3.8.1
Steelwork | Exposed steel shall have an anti-corrosive treatment inaccordance with the Building Code of Australia
S
LEGEND
Wall mounted cold water hose tap
Water supply for fridge
Gas bayonet point
Exhaust fan - flumed to external air and not into the roof space.
Smoke Alarm - Hard Wired, Interlinked and to AS 3786-2014
Ground Floor Scale: 1:100
Rev N
o.Jo
b No.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
Ground Floor
2.03© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:28 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings
Area Calculations
0 Ground Floor
1 First Floor
Name
AlfrescoGarageGdn ST.Ground FloorVerandah
First Floor
Area
30.766.74.8
238.828.3
369.3 m²
136.8136.8 m²506.1 m²
Perimeter
23,279.434,220.08,880.0
79,750.035,350.6
181,480.0 mm
66,634.966,634.9 mm
248,114.9 mm
COMPLIANCE NOTESArtificial Lighting | To comply with NCC Vol. 2 Part 3.12.5.5
Fall Prevention | Bedroom windows - where floor is 2m more thansurface beneath unless opening sash is greater than 1700mm AFLopening must be permanently restricted to 125mm or fitted with a non-removable robust screen.All other windows - where the fall height is 4m or greater must have atransom above 865mm and a sill height less than 150mm - No restriction isrequired to opening.Refer to NCC 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 (Nom. 280 Going x 172 Riser).
Stormwater Drainage | To comply with NCC V2 Part 3.1.20, citing AS3500.5
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.
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
Wet areas | To comply with NCC Vol.2 Part 3.8.1
Steelwork | Exposed steel shall have an anti-corrosive treatment inaccordance with the Building Code of Australia
28x1685 A 28x1685 A
18x1685 A
21x1
525 A
21x2065 A 11x640 A
21x1
415 F
8x6
40 A
18x1
055 A
18x2155 A 18x1685 A
820L
x 234
0
820L
x 234
082
0Lx 2
340
1440
x 23
40 B
'k Op
ening
(150
0 x 24
00)
2 x 72
0 x 23
40 B
'k Op
ening
(148
4 x 24
00)
820Lx 2340
820Rx 2340
8x2
415 A
21x2870 A
1400
x480
18x2
155 A
18x1
055 A
W19 W20
W21
W24
W26 W25
W27
W28
W29
W32W35
CS03
CS02
W22
W23
W31
W30
DPDP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
Fw
Fw
3456789101112131415161718
FFL = 36cRL = 47.186
CL = 68c = 32c afl
CL = 68c
CL = 68cCL = 68c
CL = 68c
S
S
MH
MH
4.5m CONE OF VISION
CL = 68c
CL = 68c
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
S/035.02
S/035.02
S/025.01
S/025.01
S/045.03
S/045.03
S/055.03
S/055.03
S/065.04
S/065.04
515
14,6
382,
415
W1,
078
230
515
18,1
3023
018
,875
1,545 1,685W
460 1,685W
1,545 903 1,685W
588
6,920 3,17510,095
6,06
023
02,
090
W1,
213
1,05
5W
4266
0421,
055
W
238
410 64
0W
1,87
01,
580
W1,
690
6,06
023
04,
400
660
1,33
54,
500
1,69
0
18,8
75
620 955 2,230W
305 640W
845 3,035W
1,465
1,575 4,020 4,500
10,095
4,310Awning
1,000
Awnin
g
515
230
2,43
5la
ndin
g5,
155
stai
rs90
1,67
0w
il90
3,80
0w
ir90
4,57
0be
d 1
230
230
9,05
2pa
ssag
e / b
ed 1
909,
273
retre
at /
pass
age
262
4,020 230 4,040bed 1
230
230 2,000ensuite
90 1,680shr
250 4,040bed 1
230
230 3,770ensuite
250 4,040 230
230 1,650wc
90 2,030duct
250 1,200passage
250 2,590wir
230
230 3,000study
90 3,370retreat
262 3,143
230 3,000study
90 4,055retreat
90 2,400landing
230
230 1,550passage
90 1,100stairs
1,300Void
230
230
5,83
0st
udy
230
6,39
523
01,
000
wc
903,
180
ensu
ite1,
690
230
5,83
0re
treat
230
6,39
523
035
0du
ct90
2,15
0en
suite
190
1,26
0sh
r23
01,
690
744
1,29
3
3,14
5
RWH.
Balustradingto BCA Req's
Skylight
ShrBath
VB VB
Dn.
Extent of susp slab.
Extent of susp slab.
Extent of susp slab.
PrivacyScreen
35° 45' 14"
35° 4
5' 14
"
9° 40' 4"
35° 45' 14" 35° 45' 14"
5° 0' 0"
5° 0'
0"
35° 4
5' 0"
Hardies 'Linea'Weatherboard
Cladding.
Hardies 'Linea'Weatherboard
Cladding.
2m Wall
14° 0' 0"
14° 0' 0"14° 0' 0"
35° 4
5' 14
"
Barge & CappingTo Gable End
Barge & Capping
Tiled StepTiledNiche
17c high tiled wall.
Barge & Capping
Timber FramedAwning Over
(refer to eng's detail)
Capping to Parapet Brickwork
Capping to Parapet Brickwork
Barge & Capping
Gas Cowl
35° 45' 14"
Capping to Parapet Brickwork
Barge & Capping To Gable End
300x
63 E
-Bea
m
200x
63 E-
Beam
200x63 E-Beam
240x63 E-Beam
190x45 MGP10 190x
45 M
GP10
190x
45 M
GP10
SkylightOver
138x42Wall Plates
Barge & CappingTo Gable End
Angled HiLite Windowsin Gable End
Box G
utter
450w
x 15
0 dee
p.
285w x 150 deep.
Study. Retreat.
WIL
WIR
Bed 1
Ens
Boundary.
Boun
dary
.
Boundary.
Boundary.
Box G
utter
660w
x 15
0d
Robe FitoutAllowance
EntryVoid.
Box Gutter
3x DPBelow
S/015.01
S/015.01
S/075.01
S/075.01
E/024.01
E/034.01
E/04b#LayID
E/014.01
E/04a4.01
A/C A/C
CH
NORTH
Barge & Capping
Metal Roof
Metal Roof Awning Below
Shv'sMetal Roof
18.224
18.224
46.765 46.45
32.722
27.888
9.441
50.741
25.258
8.806
7.142
98.669m3
43.779
10.629
42.692
29.664
29.664
SC3
SC4
SC5
SC1SC1
SC1
PWP
PWP
PWP
SC5
SC3
SC3
170 x
35 R
after
s@
600 c
/c17
0 x 35
Raft
ers
@ 60
0 c/c
170 x 35 Rafters@ 600 c/c
170 x 35 Rafters@ 600 c/c
120 x 35 Rafters@ 450 c/c
170 x 35 Rafters@ 600 c/c
170 x 35 Rafters@ 600 c/c
TS1TS1
TS1
Linen chute1000mm afl.
PWP
PWP
PWP
A/C
First Floor Scale: 1:100
Rev N
o.Jo
b No.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
First Floor
2.04© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:28 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings
COMPLIANCE NOTESArtificial Lighting | To comply with NCC Vol. 2 Part 3.12.5.5
Fall Prevention | Bedroom windows - where floor is 2m more thansurface beneath unless opening sash is greater than 1700mm AFLopening must be permanently restricted to 125mm or fitted with a non-removable robust screen.All other windows - where the fall height is 4m or greater must have atransom above 865mm and a sill height less than 150mm - No restriction isrequired to opening.Refer to NCC 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 (Nom. 280 Going x 172 Riser).
Stormwater Drainage | To comply with NCC V2 Part 3.1.20, citing AS3500.5
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.
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
Wet areas | To comply with NCC Vol.2 Part 3.8.1
Steelwork | Exposed steel shall have an anti-corrosive treatment inaccordance with the Building Code of Australia
Area Calculations
0 Ground Floor
1 First Floor
Name
AlfrescoGarageGdn ST.Ground FloorVerandah
First Floor
Area
30.766.74.8
238.828.3
369.3 m²
136.8136.8 m²506.1 m²
Perimeter
23,279.434,220.08,880.0
79,750.035,350.6
181,480.0 mm
66,634.966,634.9 mm
248,114.9 mm
DP DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
S/035.02
S/035.02
S/025.01
S/025.01
S/045.03
S/045.03
S/055.03
S/055.03
S/065.04
S/065.04
Skylight
35° 45' 14"
35° 45' 14"
35° 45' 0"
35° 45' 14"
35° 45' 14"
35° 45' 14"
35° 45' 14"
35° 45' 14"35° 45' 14"
35° 45' 14"
35° 45' 14"
35° 45' 14"
35° 45' 14"
Barge & CappingTo Gable End
Barge & CappingTo Gable End
Rainwater Pop Rainwater Pop
Barge & CappingTo Gable End
Timber FramedAwning Over
(refer to eng's detail)
Boundary.
Boun
dary
.
Boundary.Boundary.
S/015.01
S/015.01
S/075.01
S/075.01
E/024.01
E/034.01
E/04b#LayID
E/014.01
E/04a4.01
NORTH
Barge & CappingBarge & Capping
Metal Roof
Metal Roof Below
5.904
Roof Plan Scale: 1:100
Rev N
o.Jo
b No.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
Roof Plan
2.05© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:28 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings
30c 28c
0c
10c
46c 46c
36c
-1c
26c 28c
36c
43c
64c
43c
56c
3c
71c
43.843m RL
43.329m RL
62c
28c
-9c
-2c
28c
64c 64c 64c 64c
31c
-3c
-9c
0c -100mm43.843m RL
43.286m RL
42.343m RL42.090m RL
-20c
44.443m RL
-10c -13c
-8c -4c
Ground Floor 44100 (0c)
2,91
4
GF Ceiling 47014 (34c)172 First Floor 47186 (36c)
2,74
3
FF Ceiling 49929 (68c)
W24 W27
W28W29 W30 W31
W18
D03
W01
1650mm High Privacy screen.
Barge & Cappingto Spandrel End
Timber Balustrading
120 Timber Posts
280x30 Barge & Capping to Gable End
Gas Cowl
280x30 Barge & Capping to Gable End
Stone Clad Pier withParapet Capping
Timber Framed AwningBarge & Capping to End
280x30 Barge & Capping to Gable End
Box Gutter Beyond
Aircon Unit
Barge & Cappingto Gable End
Metal Roof Awning with Barge & Capping to Spandrel End
M'boxFeature Cladding
Acrylic Rendered Finish
AcrylicRendered
Finish
Acrylic Rendered Finish
Feature Cladding
20mm Protruding Colorbond Capping
90x42 Timber Trim
120 Timber Posts
NGL on Boundary
Existing
Metal Roof @ 5° Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 5° Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 14° Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
Cathedral glass.
D03a
Footing@-10c. Step footing refer to engineers.Top of Footing for Garage & Store@-13c.
Hardies 'Linea'Weatherboard Cladding
Hardies 'Linea'Weatherboard Cladding
52.541m RL Ridge Height.
50.050m RL Wall Height
43.890m RL
50.050m RL Wall Height
44.150m RL 4c
6,16
0
5,90
02,
491
52.541m RL
52.129m RL
30c
-1c
28c
39c
12c 10c
28c
71c
64c
31c
43c
53c
43c 46c
64c
36c
28c
10c
28c
10c
28c 28c
64c
-3c0c -100mm
-9c
0c -100mmGround Floor 44100 (0c)
2,91
4
GF Ceiling 47014 (34c)172 First Floor 47186 (36c)
2,74
3
FF Ceiling 49929 (68c)
SD02
W11 W14
W23W25
W26 W35
W15 W16 W17
Acrylic Rendered Finish
AcrylicRendered
Finish
Acrylic Rendered Finish
AC Unit
Barge & Capping
280x30 Barge & Capping to Gable End
280x30 Barge & Capping to Gable EndSkylight
20mm Protruding Colorbond Capping
Box Gutter
Box Gutter
280x30 Barge & Capping toGable End
20mm Protruding Colorbond Capping
Box Gutter
Hardies 'Linea' Weatherboard Cladding& 90x42 Timber Trims
Metal Roof @ 5° Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" PitchMetal Roof @ 14° Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
Footing@-2c for the house.Step footing refer to engineers.
-2c-10c
-6c
30c
28c
31c
52.541m RL
50.050m RL
20c
31c
0c
10c
28c
14c
28c
39c
28c
12c
26c 30c
64c
56c
41.943m RL
71c
-100
14c
30c
10c
26c
10c
30c 30c
Ground Floor 44100 (0c)
2,91
4
GF Ceiling 47014 (34c)172 First Floor 47186 (36c)
2,74
3
FF Ceiling 49929 (68c)
-28c
-6c
3,22
1
303
303
W10 W12 D02 W13
NGL on Boundary
Acrylic Rendered Finish.
Barge & Capping
Barge & Capping
Hardies 'Linea' Weatherboard Cladding
280x30 Barge & Capping to Gable End
20mm Protruding Colorbond Moulding Skylight
Window Beyond280x30 Barge & Capping to Gable End
Gas Cowl
120 Timber Posts
Timber Balustrading
Stone Clad Pier with Parapet Capping
Skylight
Box Gutter Beyond20mm Protruding Colorbond Capping
RWH
HWS Aircon UnitW04
Feature Cladding
280x30 Barge & Capping to Gable End
280x30 Barge & Capping to Gable End
280x30 Barge & Capping to Gable End
AcrylicRendered
Finish
AcrylicRendered
Finish
AcrylicRendered
Finish
Metal Roof @ 14° PitchMetal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
297x65 Glulam Beam
W22
white translucent glazing.
90 x 42 timber trim around.
white translucentglazing.
Lower footing for Verandah retaining wall.
Exactly footing height TBC onsite.Footing@-2c for the house.
W06W05
W04b W04c
Hardies 'Linea'Weatherboard Cladding
41.706m RL
-2c
-20c
30c
28c
20c
16c
-12c -13c
30c
36c 36c
64c 64c
46c
64c
71c
-100
52.541m RL Ridge Height.52.129m RL
-9c
42.090m RL
-20c 42.386m RL
43.329m RL
41.957m RL
42.386m RL
43.329m RL
38c
44.443m RL
-20c
-9c
-25c
38c
46c
41.943m RL-28c 41.706m RL
-34c-36c
43.234m RL
43.900m RL
42.090m RL
Ground Floor 44100 (0c)
2,91
4
GF Ceiling 47014 (34c)172 First Floor 47186 (36c)
2,74
3
FF Ceiling 49929 (68c)
6,30
0
939
1,010
939
1,010
150x65 Moulding
W19 W20 W21
D01 W03 SD02
V'dah Roof
1,000
249
14° 0' 0"
V'dah Roof
1,000
720
35° 45' 14"
Existing Neighbours Retaining walls.
Letterbox Face Plate
90x42 Timber Trim
90x42 Timber TrimFeature Cladding
Timber Balustrading
Feature Clad Pier with Parapet Capping
Gas Cowl
280x30 Barge & Capping to Gable End
280x30 Barge & Capping to Gable End
120 Timber Posts120 Timber Posts 120 Timber Posts 120 Timber Posts
280x30 Barge & Capping to Gable End
Timber Framed Awningwith Barge & Capping to Ends
Screen Wall
Barge & Capping
280x30 Barge & Capping to Gable End
Rend Bwk
Rend Bwk
Rend Bwk Planters
Existing Rock RetainingWall To Remain
Rend Bwk
Rend Bwk Planters
Rend Bwk Planters
V'dah Roof
1,000
170
9° 40' 4"
TS1
190x45 MGP10 Beam
TS1 TS1
138x42 Wall Plates
W02
W36 W37
W09
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 14° Pitch
Metal Roof @ 14° Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
DoubleFrames
DoubleFrames
297x65 Glulam Beam
Lower footing for Verandah retaining wall.
Top of footing for the house@-2c.
Step footing for Letterbox.
Timber refer to addenda.
Timber refer to addenda.Timber refer to addenda.
Hardies 'Linea'Weatherboard Cladding
Auto Sectional Door
Natural Ground Levels to front setback to be maintained.
50.050m RL Wall Height
43.750m RL
E/04 South Scale: 1:100
2.03
E/03 West Scale: 1:100
2.03
E/02 North Scale: 1:100
2.03
E/01 East Scale: 1:100
2.03
Note!Bedroom windows - where floor is 2m more than surface beneathunless opening sash is greater than 1700mm AFL opening must bepermanently restricted to 125mm or fitted with a non-removablerobust screen.All other windows - where the fall height is 4m or greater musthave a transom above 865mm and a sill height less than 150mm -No restriction is required to opening.Refer to NCC V2 Part 3.9.2.5.
Proposed Schedule of Material& Finishes
Lot 300, #3 Waite Place, CityBeach
Roof Colorbond Woodland Grey
Gutter Colorbond Woodland Grey
Eaves Fascia Colorbond Surfmist
External Cladding Eco Outdoor Barrimah with cream mortar joint
General Render Dulux Beige Royal Half
Linea Weatherboard Dulux Haast
Window Frames Interpon GA124A White Satin
Garage Colorbond Surfmist
Path/Driveway Holcim Boab Exposed AggregateRe
v No.
Job N
o.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
Elevations
4.01© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:28 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings
30c
28c
20c
16c
-12c -13c
30c
36c 36c
64c 64c
46c
64c
71c
-100
52.541m RL Ridge Height.52.129m RL
-9c
42.090m RL
-20c 42.386m RL
43.329m RL
41.957m RL
42.386m RL
43.329m RL
38c
44.443m RL
-20c
-9c
-25c
38c
46c
41.943m RL-28c 41.706m RL
-34c-36c
43.234m RL
43.900m RL
42.090m RL
Ground Floor 44100 (0c)
GF Ceiling 47014 (34c)
First Floor 47186 (36c)
FF Ceiling 49929 (68c)
939
1,010
939
1,010
150x65 Moulding
W19 W20 W21
D01 W03 SD02
Existing Neighbours Retaining walls.
Letterbox Face Plate
90x42 Timber Trim
90x42 Timber TrimFeature Cladding
Timber Balustrading
Feature Clad Pier with Parapet Capping
Gas Cowl
280x30 Barge & Capping to Gable End
280x30 Barge & Capping to Gable End
120 Timber Posts120 Timber Posts 120 Timber Posts 120 Timber Posts
280x30 Barge & Capping to Gable End
Timber Framed Awningwith Barge & Capping to Ends
Screen Wall
Barge & Capping
280x30 Barge & Capping to Gable End
Rend Bwk
Rend Bwk
Rend Bwk Planters
Existing Rock RetainingWall To Remain
Rend Bwk
Rend Bwk Planters
Rend Bwk Planters
TS1
190x45 MGP10 Beam
TS1 TS1
138x42 Wall Plates
W02
W36 W37
W09
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 14° Pitch
Metal Roof @ 14° Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
DoubleFrames
DoubleFrames
297x65 Glulam Beam
Lower footing for Verandah retaining wall.
Top of footing for the house@-2c.
Step footing for Letterbox.
Timber refer to addenda.
Timber refer to addenda.Timber refer to addenda.
Hardies 'Linea'Weatherboard Cladding
Auto Sectional Door
Natural Ground Levels to front setback to be maintained.
50.050m RL Wall Height
E/01 East Scale: 1:100
2.03, 2.04, 2.05
Rev N
o.Jo
b No.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
Streetscape
4.02© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:28 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings
44.000 AHD -1c (-14mm) 0c
34c
36c
68c+PL
0c
34c
36c
68c+PL
30c
0c
34c
36c
68c+PL
-12c
-2c
0c
4c
44.000 AHD -1c (-14mm) 0c
30c
0c
30c
36c
68c+PL
28c
280x30 Barge & Capping to Gable End
Timber Balustrading to BCA Req's
Reduced Frame
Slab Pen
Metal Roof @ 14° Pitch
Hardies 'Linea' Weatherboard Cladding
Gas Cowl
Bed 2
Bed 1 WIR WIL Stairs Landing
Entry PorchL'dryBathPass
AC
Store Under
Store C'brd
DropZone
Ground Floor 44100 (0c)
First Floor 47186 (36c)
Ground Ceiling 47014 (34c)
First Ceiling 49964 (68c+ Plate)
28c 28c
10c
71c
64c
43c
31c 28c
10c
64c
21c
2,914
172
2,778
Metal Roof @ 35°45'14" Pitch
Feature Clad Pier with Parapet Capping
Metal Roof @ 35°45'14" Pitch
120 Timber Posts
Timber Balustrading
297x65 Glulam Beam
280x30 Barge & Capping to Gable End
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
20mm Protruding Colorbond Capping
Box Gutter on Pine Board & Battens
0c
30c
43.057 AHD-12c (-14mm)
43.928 AHD -2c (-14mm)43.843 AHD -3c
-12c
34c
36c
68c+PL
34c
36c
68c+PL
0c
64c 64c
23c
36c
-12c
-1c 0c
28c 30c
-2c
68c+PL
-13c
3,943
280x30 Barge & Capping to Gable End280x30 Barge & Capping to Gable End
Concrete Downturn Beam to Eng's Details
T-bar & Columns Over
150x65 Moulding
Hardies 'Linea' Weatherboard Cladding
90x42 Timber Trims
Hardies 'Linea'Weatherboard Cladding
Timber Strut - TS1
Rend Bwk
RendBwk
Timber Framed AwningRefer to Eng's Details
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 5° Pitch
Cavity Fill up to FGL Open Storage Recess
Sectional Garage Door
Feature Cladding
Rendered Brickwork
Bed 4
Garage
GardenStore
Dry Court
Store
StudyEnsuite WC
-17c-21c
-25c-31c
-34c
Ground Floor 44100 (0c)
First Floor 47186 (36c)
Ground Ceiling 47014 (34c)
First Ceiling 49964 (68c+ Plate)
44.000 AHD -1c (-14mm)
64c
36c
28c
64c 64c
16c
30c 30c 36c
46c
-11c
-4c -4c
-13c
2,914
172
2,778
Frame Out Raking Eave to Suit Barge SizeFrame Out Raking Eave to Suit Barge Size
Metal Roof @ 5° Pitch
-13c
-21c-17c
-25c-29c
-33c
-20c
-9c
4c
S/02 Section Scale: 1:50
2.03, 2.04, 2.05
S/01 Section Scale: 1:100
2.03
S/07 Section Scale: 1:100
2.03, 2.04, 2.05
Rev N
o.Jo
b No.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
Section 1,2 ,7
5.01© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:28 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings
43.843 AHD -3c (-14mm) 44.000 AHD
-1c (-14mm)
-12c
34c
36c
68c+PL
0c
68c+PL
34c 32c
SD02
W09
Hardies 'Linea' Weatherboard Cladding
280x30 Barge & Capping to Gable End
Metal Roof @ 35°45'14" Pitch
Skylight
Raking Eaves Lining
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
280x30 Barge & Capping to Gable End
Raking Eaves Lining
T-bar to Eng's Details
Raking Ceiling on Scotched 170 Rafters
UB to Eng's DetailsFramed Out
UB to Eng's Details
Metal Roof @ 35°45'14" Pitch
Timber Balustrading to BCA Req's
T-bar w Lugs to Eng's Details
TimberBalustrading to
BCA Req'sT-bar to Eng's Details
Hardies 'Linea' Weatherboard Claddingon Stud Framing
Stud Framing
Raking Ceiling on 170 Rafters
Hardies 'Linea'Weatherboard Cladding
Garage
Study
Entry
Void
Dining / Living Alfresco
Retreat
Kitchen Beyond
Store
StorageRecess
Ground Floor 44100 (0c)
First Floor 47186 (36c)
Ground Ceiling 47014 (34c)
First Ceiling 49964 (68c+ Plate)
64c
78c
64c
26c
30c 31c
28c
0c
28c
34c 30c
2,914
172
2,778
S/03 Section Scale: 1:50
2.03
Rev N
o.Jo
b No.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
Section 3
5.02© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:28 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings
43.843 AHD -3c (-14mm) 44.000 AHD
-1c (-14mm)
34c
36c
68c+PL
0c
36c
68c+PL
0c
30c
36c
-1c
32c
0c
28c
32c
64c 64c
Metal Roof @ 35°45'14" Pitch
Beam to Eng's DetailsT-bar to Eng's Details
Beam to Eng's Details
Metal Roof @ 5° Pitch
Hardies 'Linea' Weatherboard Claddingwith Timber Trims
Metal Roof @ 14° Pitch
Hardies 'Linea' Weatherboard Cladding
Dry Court Laundry Pass Kitchen B'fast Nook
Pass WIL
Skylight
Ground Floor 44100 (0c)
First Floor 47186 (36c)
Ground Ceiling 47014 (34c)
First Ceiling 49964 (68c+ Plate)
34c
Ground Floor 44100 (0c)
Ground Ceiling 47049 (34c+ Plate)
2,914
172
2,778
2,949
Skylight
20mm Protruding Colorbond Capping
Box Gutter on Pine Board & Battens
Metal Roof @ 35°45'14" Pitch
43.843 AHD -3c (-14mm) 44.000 AHD
-1c (-14mm)
34c
36c
68c+PL
0c
30c
34c
36c
68c+PL
0c
30c
0c
64c
34c+PL
64c
30c
-2c
Metal Roof @ 5° Pitch
Metal Roof @ 35°45'14" Pitch
Metal Roof @ 35°45'14" Pitch
Hardies 'Linea' Weatherboard Cladding
Box Gutter on Pine Board & Battens
Beam to Eng's Details (Sitting on Slab Beyond)
28c Bulkhead
Plumbind Duct For DP's
GardenStore
WC Duct / Void
Bath Pass WIPPdrC'brd
Pass WIR
Ground Floor 44100 (0c)
First Floor 47186 (36c)
Ground Ceiling 47014 (34c)
First Ceiling 49964 (68c+ Plate)
34c+PL 34c+PL
Ground Floor 44100 (0c)
Ground Ceiling 47049 (34c+ Plate)
31c 28c
36c
2,914
172
2,778
2,949
Metal Roof @ 35°45'14" Pitch
Barge & Capping
S/04 Section Scale: 1:50
2.03, 2.04, 2.05
S/05 Section Scale: 1:50
2.03, 2.04, 2.05
Rev N
o.Jo
b No.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
Sections 4 & 5
5.03© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:28 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings
43.843 AHD -3c (-14mm) 44.000 AHD
-1c (-14mm)
-12c
34c
36c
68c+PL
0c
68c+PL
34c
0c
36c
Metal Roof @ 35°45'14" Pitch
90x42 Timber Trims
280x30 Barge & Capping to Gable End
Hardies 'Linea' Weatherboard Cladding
Metal Roof @ 14° Pitch
Metal Roof @ 35°45'14" Pitch
297x65 Glulam Beam
280x30 Barge & Capping to Gable End
Rendered Brickwork
Raking Ceiling on Scotched 170 Rafters
Solid Bricks to Cranked UB Connection BeyondRefer to Eng's Detail
UB to Eng's Details
Timber Balustrading to BCA Req's
Timber Balustrading to BCA Req's
Conc Downturn Beam
Metal Roof @ 14° Pitch
Metal Roof @ 35°45'14" Pitch
Garage
Study
Entry
Landing
Dining / Living V'dah
Retreat
Kitchen Beyond
Ground Floor 44100 (0c)
First Floor 47186 (36c)
Ground Ceiling 47014 (34c)
First Ceiling 49964 (68c+ Plate)
Ground Floor 44100 (0c)
Ground Ceiling 47049 (34c+ Plate)
28c 28c 30c 30c
64c 64c
34c 34c
2,914
172
2,778
2,949
Hardies 'Linea' Weatherboard Cladding
Raking Ceiling Lining
S/06 Section Scale: 1:50
2.03, 2.04, 2.05
Rev N
o.Jo
b No.
Amendments. Signatures:
Client:
Client:
Builder:
Dwn.
BAL R
ating
.Dw
n No :
Plot Date:
Section 6
5.04© C
opyr
ight 5016
Rev BRev B-Cladding reinstated-S.McC-12/05/20Rev A - VO1 - DZ-06/04/20DA 04 - Construction Drawings - EMacK - 12/03/20DA 03-Council amendments-S.McC-10/02/20DA 01-Council submission-S.McC-21/11/19DA 02-Contract Dwg's-S.McC-01/12/19
Tresise ResidenceLot 300, (#3), Waite PlaceCity Beach., WA 6015
S.McChesney
27/05/2020 at 2:29 PM
Wind ClassificationT.B.C.
Local AuthorityTown of CAMBRIDGE
N/A.
A: Suite 44 Cottesloe Central Shopping Centre, 460 Stirling Highway,Peppermint Grove, WA 6011T: 08 9284 4866 F: 08 9284 6144 E: [email protected]: www.riverstone.com.au© Copyright. This drawing and design is copyright and may not be reproduced or copied in whole or in part without the express writtenpermission of Riverstone Custom Homes.
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:
Z:\Drawings\Jobs ArchiCad\5016 Tresise v22\01 Archicad PLN\Rev B 5016 Tresise v22.pln
Construction drawings