N ext S tep REAL ESTATE Take all the RIGHT STEPS for Real Estate Success.
WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width...
Transcript of WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width...
PROPOSED DOUBLE STOREY RESIDENCE TOWN PLANNING DRAWINGS
AT : LOT 1138B, NO.131 PIONEER DRIVE, AINTREE.
DRAWING SCHEDULESHEET 01 COVER PAGESHEET 02 SITE ANALYSISSHEET 03 SITE PLANSHEET 04 GROUND FLOOR PLAN
WOODLEA ESTATE
STEPSAll steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm.Selected balustrade to stairs or steps where required, 1000mm above landing min. 900mm abovesteps.WET AREASTo all wet areas provide ceramic tiles bonded to fully compressed fibre cement sheets or approvedsimilar, to walls to a height not less than 1800mm around shower recesses measured from thelowest point of the shower base, and not less than 300mm above the rim of the bath, vanity, sinksand troughs.Waterproofing of wet areas to comply with AS3740.INSULATIONUnless noted otherwise, the following insulation is to be provided for the following types of floor:Tiled Roof : Refer to energy rating report.Ext.Walls : Refer to energy rating report.Any sarking type material must have a flammability index of not more than 5.SLABProvide cavity flashing from internal frame to external brickwork with bottom course weep holes@1000mm ctrs. *For slab on ground*.Provide 75 x 110 G.I. Grilled vents @ 1.5m ctrs to sub-floor external wall. *For timber/concretefloor on strip footings.*SMOKE ALARMSSmoke alarm detectors, hard wired to switch board to conform with AS 3786.THERMAL PERFORMANCEProposed dwelling must be constructed to minimise air leakages via roof, external walls, floos andopenings such as windows, doors and the like.Drafts must be restricted via exhaust fans, chimneys, flues,openable windows and other suchopenings must be fitted with a seal where practical to restrict air infiltration. (Seals must beconstructed from a foam or rubber compressible strip, fibrous seal or the like).When servicing a conditioned space, all roof lights must be sealed or have the capability of beingsealed.All windows are assumed to meet AS2047 (Clause 2.1.3.5) and AS4420.4 on air infiltration. Checkbefore ordering.
GENERAL NOTESThese drawings are to be read in conjunction with accompanying Project andGeneral Specifications, Engineers, Soil Report etc where applicable. All dimensions and levels are tobe checked and verified by the Owner/Builder, and any discrepencies in the documents must beresolved before ordering or commencement of any works.These drawings are not to be scaled. Use written dimensions only.CODES AND REGULATIONSAll work and materials shall conform to current Australian Standards, and to the Building Code ofAustralia.The builder shall confirm in all respects to local council requirements, the B.C.A and relevant S.A.A.STRUCTURAL STEELAll structural steel shall be mild steel to AS3678 and designed in accordance with AS4100 unlessotherwise noted on drawings. Structural Steel hollow sections shall be cold formed steel,manufactured to AS1163 having yield strength of 350 Mpa and designed in accordance withAS1538.All exposed steelwork to be hot dipped galvanised to S.A.A.TIMBERTimber used in construction is to conform with the applicable current Australian standards.Design of timber structures is in accordance with AS 1720.Timber structures not located in an area subject to seismic activity or snow loads and where thedesign wind velocity calculated under AS 1170.2 does not exceed 42m/s shall be constructed inaccordance AS1684.2.All timber framing to comply with AS1684.BRICKWORKClay bricks shall be used in accordance with AS 3700 and shall a minimum compressive strength of30 Mpa.Mortars shall be mixed in proportions of 1 part portland cement, 1 part hydrated lime or lime puttyand 6 parts fine aggregate volume batched. To all brick walls provide 3mm stainless steel ties placednot further apart then 460mm x 610mm centres sloping downwards to the outside.Provide Articulation or Expansion Joints at 6.0m ctrs max. and not exceeding 3.0m from any corner,and as per soil report recommendations.GLAZINGAll glazing shall be carried out in accordance with AS 1288. All glass sliding doors shall be clearlymarked with safety markings. All framed glazing where the lowest sight line of the glazing panel isless than 500mm from the highest abutting finished floor level shall be Grade A safety glazingmaterial in accordance with AS 1288 except that ordinary annealed glass may be used as follows:Maximum glazing panel areaUp to and including 0.1 sq.mUp to and including 0.3 sq.mUp to and including 2.0 sq.mAll glazing to be standard nominal thick clear annealed unless shown otherwise on elevations.Provide light and ventilation to the requirements of the B.C.A.
This drawing is protected by copy-right and any breach orinfringement of copy-right will result in court proceedings.C
THE OWNER/BUILDING SHALL ENSURE THAT ALL WORKS ANDMATERIALS USED SHALL BE TO THE APPROVAL OF THE RELEVANTSTATUTORY AUTHORITIES AND CONFORM TO THE BUILDING CODEOF AUSTRALIA'S A.S. CODES (CURRENT EDITIONS), BUILDINGREGULATIONS, LOCAL BY-LAWS AND TOWN PLANNINGREQUIREMENTS.
ALL WORK TO BE IN ACCORDANCE WITH THE CONDITIONS SETOUT BY WOODLEA ESTATE
LOCAL AUTHORITY : MELTON CITY COUNCILCOUNCIL PROPERTY INFORMATION SHOULD BE READ ANDUNDERSTOOD PRIOR TO CONSTRUCTION
THE BUILDER IS TO VERIFY ALL LEVELS AND DIMENSION ON SITEPRIOR TO CONSTRUCTION.
EXTERNAL WALLS
- 240mm BRICK VENEER WALL AS PER
- 230mm BRICK WALL AS PER SPEC
INTERNAL WALLS
- 90mm STUD WALL AS PER SPEC
WALL LEGEND
SPECS
SPECS
SHEET 05 FIRST FLOOR PLAN SHEET 06 ELEVATIONS
SHEET 08 LAND SURVEYSHEET 09 9AM SHADOWSHEET 10 12PM SHADOWSHEET 11 3PM SHADOW
SHEET 07 ELEVATIONS
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138
P I O
N E
E R
D
R I
V E
C A L L I S T E M O N V I S T A
663.00 m2LOT 1138
2 . 0
m
North
E A
S E
M E
N T
5369
22.5° pitch roof bellow
AS SELECTED GUTTER ONBRICK CONSTRUCTION
EXIS
TIN
G C
RO
SSO
VER
3500
max
garden bed500
Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.
Note
: Pro
vide
90m
m P
VC p
ipe
unde
r
drive
way.
1.0m
off
front
bou
ndar
y.
LETTER BOX
NAT
UR
E ST
RIP
FOO
TPAT
H
4000
GATE SETBACK
3910
16699
4000
4573
5705
PROPOSED RESIDENCESITE COVERAGE - 24.17%
FINAL SITING TO MANUFACTURERS
SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS
22.5° PITCH ROOF
PORCH/BALCONYSETBACK
HOUSE SETBACK
GARAGE SETBACK
Note: RECYCLED WATER TAP TOBE CONNECTED ALONG SIDEMAIN WATER TAPS.
DWELLING WILL BE CONNECTED TO RECYCLED WATER ANDPLUMBED IN ACCORDANCE WITH WESTERN WATERRECOMMENDATIONS. WATER RECOMMENDATIONS, INCLUDINGAT A MINUMUM, A FRONT AND REAR RECYCLED WATER TAPAND CONNECTION TO ALL TOILETS.
NOTES:DRAINAGE GUIDE SHOWN IS FORROOF DRAINAGE ONLY, ALL SITEDRAINAGE AS PER PLUMBER ANDBUILDERS DESIGN, BUILDINGSURVEYOR TO CONFIRM.
SITE SCRAPE BUILDING AREA TOREMOVE EXCESS VEGETATION ANDPROVIDE LEVEL BUILDING PLATFORMBUILDER TO VERIFY
NOTES:ROOF LAYOUT DESIGN SHOWN ISFOR GUIDE PURPOSES ONLY,SEE THE ROOF MANUFACTURESDRAWINGS FOR EXACT DESIGN.
CONCRETER / BUILDER TO MAKE SURETHAT MIN. 385 TO BE EXCAVATEDBELOW FLOOR LEVEL IN RESIDENCEAND GARAGE FOR A WAFFLE SLAB.CHECK ON SITE BEFORE COMMENCING
TOTAL SITE COVERAGE = 24.17%
SITE ANALYSIS 1:150Complete accuracy of this plan is not guaranteed,details shown should be checked and proved onsite before any work is carried out.
All utility Authorities should be contacted regardingthe existence of any underground services on siteand surrounding the site
LEGEND:RWH : denotes Rain Water Head.DP : denotes Downpipes.DPS : with spreader pipe located on roof only.
All surrounding surfaces are to be graded away from the buildingtowards a suitable drainage facility, to avoid any local damming orponding. Building surveyor is to check and verify that no servicesare placed within 45° angle of repose to property footings. Newfootings are not to undermine existing footings and are to matchthe depth of the existing footings , where appropriate.
Install surface spoon drains and cut-off drains upslope ofthe building site to intercept and channel both run-off andshallow groundwater seepage away form the site cuts andfoundations. Cut off drains should penetrate 50mm belowthe upper clay surface. Builder to be verify on site prior tothe commencment of any building works.
All Cut and Fills should be battered or retained properly. As a generalrule, batters of 45 degrees to the horizontal for clays and 30 degreesto the horizontal for sands should be adopted. Where this is notpossible or desired, engineer designed retaining walls should beused. Where sites are prone to landslips , a landslip assessementshould be carried out.
Stormwater point to be verified on site priorto the commencment of any building works.Stormwater layout as per plumbers andbuilders design and to be confirmed on siteby the plumber and builder.
All levels and finished floor levels are takenfrom engineering plan provided by the councilstormwater information certificate , builder isto verify on site all levels prior to thecommencment of any building works. Newlevels should be done to determinenew site conditions.
Easement: 2.0m rear
Adjoining properties: RIGHT side
Crossover location : RIGH hand side
Building envelope on property:
Bushfire construction Property:
YES NO NOTE: WHILE ALL CARE IS TAKEN IN THESITING OF THIS HOME, IT MAY VARY DUETO ESTATE COVENANT, LOCAL COUNCIL ,STATE GOVERNMENT , VICTORIANDEVELOPMENT CODE, ENERGY EFFICIENCYREQUIREMENTS, SITE AND SOILCONDITIONS AND THE APPROVAL OF ANYBOUNDARY RELAXATIONS REQUIRED.
NOTE: NATURAL GAS IS AVAILABLE ONSITE. PROVIDE GAS METER LOCATING GASMAIN CONNECTION FROM GAS MAIN TOHOUSE .
Termite construction Property:
NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.
*LANDSCAPING PROVIDED BY WOODLEA ESTATE PERMEABILITY : 69.46%IMPERMEABILITY : 30.54%
FRONT GARDEN
PRIVATE OPEN SPACE
PRIVATE
375.00 m2 AREA
adjoining vacant blockLOT 1139
SITE 32.00M 115°43'50" BOUNDARY
SITE 23.14M 097°08'00" BOUNDARY
SIT
E
22.9
3M
025
°43'
50"
B
OU
ND
AR
Y3 . 0 m
SITE 09.89M 115°43'50" BOUNDARY
SITE
4.
31M
5
2°58
' T.
BSI
TE
A11.
88M
1
8°07
' T
.B450
Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.
HOT WATERUNIT PLINTH
HWU
22.5° pitch roof bellow
1690 Note: Letter box constructed of brickwith rendered finish (GREY) to matchhouse render with clear visible numberrefer to owners design.
Note: A 1.8m high standard timber paling fence is to be constructed to allinternal lot boundaries that do not face the street. Internal lot fencing is tobe set back a minimum of 1m from the front facade. All side gates andassociated wing fences must be a maximum of 1.8m high and have atimber or timber look finish.
450
450
*450 eaves on both ground floor and first floor
3500
Note: Proposed exposed aggregatefinish to walkway boral elwood finish.
1000 WALKWAY
A 1.8m high lap and cap timber paling fence with expressedposts - 7.6.10 Posts: 125 x 75mm hardwood or H4 treated softwood,Durability Class 1 or 2 (suitable for in-ground use). Hardwood posts are recommended.All posts to be installed vertical with an angled top to shed water, at a spacing of2400mm-2700mm to suit rail lengths.The following additional requirements apply to eachCharacter Precinct:7.6.10.1 Character Precinct 1 - Expressed post withsplayed post top as detailed.
NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS
2200
OF DISCHARGELEGAL POINT
dp
dp
dpdp
dp
dp
dp spreader
dp spreader
5604
2136
4312
HOUSE SETBACK
3464
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPE
NE
W 1
00 M
MØ
SW
D P
IPE
NE
W 1
00 M
MØ
SW
D P
IPE
GROUND FFL: 10.385
GARAGE FFL: 10.213
PORCH FFL: 10.298
CUT NATURAL GROUND200MM TO 10.00
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138
P I O
N E
E R
D
R I
V E
C A L L I S T E M O N V I S T A
2 . 0
m
North
E A
S E
M E
N T
22.5° pitch roof bellow
EXIS
TIN
G C
RO
SSO
VER
3500
max
garden bed500
Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.
Note
: Pro
vide
90m
m P
VC p
ipe
unde
r
drive
way.
1.0m
off
front
bou
ndar
y.
LETTER BOX
NAT
UR
E ST
RIP
FOO
TPAT
H
4000
GATE SETBACK
3910
4000
4573
5705
PROPOSED RESIDENCESITE COVERAGE - 24.17%
FINAL SITING TO MANUFACTURERS
SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS
22.5° PITCH ROOF
PORCH/BALCONYSETBACK
HOUSE SETBACK
Note: RECYCLED WATER TAP TOBE CONNECTED ALONG SIDEMAIN WATER TAPS.
DWELLING WILL BE CONNECTED TO RECYCLED WATER ANDPLUMBED IN ACCORDANCE WITH WESTERN WATERRECOMMENDATIONS. WATER RECOMMENDATIONS, INCLUDINGAT A MINUMUM, A FRONT AND REAR RECYCLED WATER TAPAND CONNECTION TO ALL TOILETS.
NOTES:DRAINAGE GUIDE SHOWN IS FORROOF DRAINAGE ONLY, ALL SITEDRAINAGE AS PER PLUMBER ANDBUILDERS DESIGN, BUILDINGSURVEYOR TO CONFIRM.
SITE SCRAPE BUILDING AREA TOREMOVE EXCESS VEGETATION ANDPROVIDE LEVEL BUILDING PLATFORMBUILDER TO VERIFY
NOTES:ROOF LAYOUT DESIGN SHOWN ISFOR GUIDE PURPOSES ONLY,SEE THE ROOF MANUFACTURESDRAWINGS FOR EXACT DESIGN.
CONCRETER / BUILDER TO MAKE SURETHAT MIN. 385 TO BE EXCAVATEDBELOW FLOOR LEVEL IN RESIDENCEAND GARAGE FOR A WAFFLE SLAB.CHECK ON SITE BEFORE COMMENCING
TOTAL SITE COVERAGE = 48.15%
SITE PLAN 1:150Complete accuracy of this plan is not guaranteed,details shown should be checked and proved onsite before any work is carried out.
All utility Authorities should be contacted regardingthe existence of any underground services on siteand surrounding the site
LEGEND:RWH : denotes Rain Water Head.DP : denotes Downpipes.DPS : with spreader pipe located on roof only.
All surrounding surfaces are to be graded away from the buildingtowards a suitable drainage facility, to avoid any local damming orponding. Building surveyor is to check and verify that no servicesare placed within 45° angle of repose to property footings. Newfootings are not to undermine existing footings and are to matchthe depth of the existing footings , where appropriate.
Install surface spoon drains and cut-off drains upslope ofthe building site to intercept and channel both run-off andshallow groundwater seepage away form the site cuts andfoundations. Cut off drains should penetrate 50mm belowthe upper clay surface. Builder to be verify on site prior tothe commencment of any building works.
All Cut and Fills should be battered or retained properly. As a generalrule, batters of 45 degrees to the horizontal for clays and 30 degreesto the horizontal for sands should be adopted. Where this is notpossible or desired, engineer designed retaining walls should beused. Where sites are prone to landslips , a landslip assessementshould be carried out.
Stormwater point to be verified on site priorto the commencment of any building works.Stormwater layout as per plumbers andbuilders design and to be confirmed on siteby the plumber and builder.
All levels and finished floor levels are takenfrom engineering plan provided by the councilstormwater information certificate , builder isto verify on site all levels prior to thecommencment of any building works. Newlevels should be done to determinenew site conditions.
Easement: 2.0m rear
Adjoining properties: RIGHT side
Crossover location : RIGH hand side
Building envelope on property:
Bushfire construction Property:
YES NO NOTE: WHILE ALL CARE IS TAKEN IN THESITING OF THIS HOME, IT MAY VARY DUETO ESTATE COVENANT, LOCAL COUNCIL ,STATE GOVERNMENT , VICTORIANDEVELOPMENT CODE, ENERGY EFFICIENCYREQUIREMENTS, SITE AND SOILCONDITIONS AND THE APPROVAL OF ANYBOUNDARY RELAXATIONS REQUIRED.
NOTE: NATURAL GAS IS AVAILABLE ONSITE. PROVIDE GAS METER LOCATING GASMAIN CONNECTION FROM GAS MAIN TOHOUSE .
Termite construction Property:
NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.
*LANDSCAPING PROVIDED BY WOODLEA ESTATE
PRIVATE OPEN SPACE
EXITING SITE 32.00M 115°43'50" BOUNDARY
SITE 23.14M 097°08'00" BOUNDARY
SIT
E
22.9
3M
025
°43'
50"
B
OU
ND
AR
Y
3 . 0 m
SITE 09.89M 115°43'50"
SITE
4.
31M
5
2°58
' T.
BSI
TE
A11.
88M
1
8°07
' T
.B450
HOT WATERUNIT PLINTH
HWU
22.5° pitch roof bellow
1690
Note: A 1.8m high standard timber paling fence is to be constructed to allinternal lot boundaries that do not face the street. Internal lot fencing is tobe set back a minimum of 1m from the front facade. All side gates andassociated wing fences must be a maximum of 1.8m high and have atimber or timber look finish.
450
450
*450 eaves on both ground floor and first floor
3500
1000 WALKWAY
NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS
2200
OF DISCHARGELEGAL POINT
dp
dp
dpdp
dp
dp
dp spreader
dp spreader
5604
2136
4312
HOUSE SETBACK
3464
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPEN
EW
100
MM
Ø S
WD
PIP
E
NE
W 1
00 M
MØ
SW
D P
IPE
GROUND FFL: 10.385
GARAGE FFL: 10.213
PORCH FFL: 10.298
CUT NATURAL GROUND200MM TO 10.00
3530
dp
dp dp
5001
3029
2279
1219
PO
RC
H/B
ALC
ON
YS
ETB
AC
K
HO
US
E S
ETB
AC
K
360.00 m2LOT 1138A
900M
M W
ALK
WA
Y
Note: Proposed exposed aggregatefinish to walkway boral elwood finish.
Note: Letter box constructed of brickwith rendered finish (GREY) to matchhouse render with clear visible numberrefer to owners design.
PORCH FFL: 10.298
LETTER BOX
5029
GA
RA
GE
SE
TBA
CK
Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.
garde
n bed
3500 max
3500
PROPOSED CROSSOVER
2183
0 P
RO
PO
SE
D N
EW
SIT
E B
OU
ND
AR
Y
4079
RE
AR
SE
TBA
CK
Note: Provide 90mm PVC pipe underdriveway.1.0m off front boundary.
500
PERMEABILITY : 69.46%IMPERMEABILITY : 30.54%
FRONT GARDEN21
20 G
ATE
SE
TBA
CK
65.85SQ.MPRIVATEOPEN SPACE
13170MM PROPOSED NEW BOUNDARY LINE 18830MM NEW PROPOSED BOUNDARY LINE
450
450
STORAGE6M3MIN.
dpdp
BALCONYFLOORWASTE
TILE
450
450
AS
SELE
CTE
D G
UTTE
R O
NBR
ICK
CO
NST
RUC
TION
1300
1540
450
450
450
450
450
dp sp
reade
r
dp spreader dp spreader
dpdp
Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.
LOT 1138B300.00 m2
PROPOSED RESIDENCESITE COVERAGE - 52.67% 22.5° PITCH ROOF
FINAL SITING TO MANUFACTURERS
SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS
HWU
22.5° ROOF BELOW
22.5° ROOF BELOW
22.5°
ROOF
BELO
W
NBN700MMmin high
2120
GA
TE S
ETB
AC
K
STORAGE6M3MIN.SHED SHED
2000
7001
STORAGE6M3MIN.SHED
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138
113.62 sq.m ( 12.23 sqrs).9.13 sq.m ( 0.98 sqrs).36.21 sq.m ( 3.89 sqrs).
158.96 sq.m ( 17.11 sqrs).
Area Summary:Residence:Porch:Garage:
Total:
WINDOW SCHEDULEW1 2110w x 1800h Awning aluminium window 2100h from floorline
W2
W3
(obscure glazing)610w x 900h Sliding aluminium window 2100h from floorline
1810w x 600h Sliding aluminium window 2100h from floorline
Window schedule takes precedence over elevations, checkthe window specifications for exact sizes and openings asper SOUTHERN STAR ALUMINIUM WINDOWS AND DOORS.
D2 2110w x 2100h Sliding aluminium door 2100h from floorline
D1
PROPOSED UNIT 2 GROUND FLOOR PLAN 1:100
3600w x 2100h Sliding aluminium door 2100h from floorline
1020
ubo
O/H
EA
DS
1.0M
ref
spac
e
tv a
rea
bulk
head
vb
PWDwmspaceO/HEADS
dryer
LDRY
FAMILYDINING
UP
PTRY
shel
f
GUEST BED
SITTING
GARAGE
720
c.s.
d
820
820
820
Isla
nd B
ench
Min. 2250 h x 4800 wgarage panelift door with lintelover to eng's design
TITL
E BO
UNDA
RY
1.
12.
2407370
240
10650
240
2130
90
2000
240
760
240
650
350
3500
240
4610
9020
0090
1110
9015
4090
3800
240
1000
240
4610
9032
0090
1540
9038
0024
010
00
1490
0
240
2403450
240
470
240
4610
90
1010
90
510
9060
2024
017
70
230
240
4610
9016
10
90
6020
240
760
240
530
350
1000
1000
1490
0
North
820
6500
6160
240
dp dp
dp
dp dp720 c.s.d820
W1
DW
W2
W2
W2
W3 D1
D2
DW 1020w x 2330h Sliding aluminium door 2330h from floorline400w x 2100h fixed aluminium window
470 x 350 w built uppier with render finish
lintel over to eng'sdesign and comp's
stairs & 1.0m highhandrail as permanufactures specs
FIRST FLOOR ABOVEFFL: 10.298
SD
PORCH
Note: FIRE CHECK AND MINERAL FIBRE INSULATIONARE REQUIRED BEHIND THE FLASHING AND GUTTERON THE BOUNDARY, TO ENSURE FIRE SEPERATIONIS ACHIEVED TO THE UNDERSIDE OF THE ROOFCLADDING, VERIFY ON SITE.
FFL: 10.213
FFL: 10.385
1000
1000
KIT
CH
EN
1000
2010
470
100090
219090
5500240
39308020
11950
EF
Note: Proposed exposed aggregatefinish to PORCH boral elwood finish.
NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS
NOTE: ALL WET AREAS MUST BECONSTRUCTED IN ACCORDANCE WITHPART 3.8.1 OF THE BCA 2006.
NOTES:RWH : Denotes Rain Water Head.DP : Denotes Downpipes.DPS : With spreader pipe located on roof only.SD : Denotes smoke detectors.EF : Exhaust fans.
S : Kitchen sink.HB : Hand basin.VB : Vanity basin.UBO : Under bench oven.DW : Dishwasher.TR : Laundry trough.
NOTE: MECHANICAL VENTILATION TOBE DUCTED TO THE OUTER AIR.
NOTE-SITE MEASUREMENTS WILL DICTATE FINALSITE LEVELS AND FREEBOARD HEIGHTS
Ground & Fisrt floor total area:276.52sq.m = 29.76sqrs
Note: Rendered foam veneer walltotal thickness including 90mmstud wall is 165mm or near.
4610
2402100
901410
90
3600240
119090
OVER
ALL
OVERALL
2800KITCHEN FAMILY
LAUNDRY PTRY GUEST BEDPWD
910
90
OVERALL
GARAGE SITTING
GARA
GE
BROO
MSH
ELF
LAUN
DRY
ENSSTAIR
216090
135090 LINCORRIDOR
STAI
RPW
D
SITT
ING
ENS
ROBE
FAM
ILY
GUES
T BE
D
OVER
ALL
1000
1390
0
KITC
HEN
5580
A A
NBN700MMmin high
NBN700MMmin high
NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.
AS
SELE
CTE
D G
UTTE
R O
NBR
ICK
CO
NST
RUC
TION
FIRE RATED EAVES WITH FRL 60/60/60 TO EAVE WITHIN 450MM FROM TITLE BOUNDARY
87MM SETDOWN
172MM SETDOWN
DWN
DWN
DWN
DWN
DWN
1800
BU
LKH
ED
TILE
TILE
90
240
1800
HN
ICH
E
610
BULKHEAD
300 300
4010
300
400 S.LITE
UPPER STOREY LINE
UP
PE
R S
TOR
EY
LIN
E
HWU
720
STORAGE UNDERSTAIRS
GLASS
vb
450
820 c.s.d
1190
ENSWIR TILE
900 X 90
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138
PROPOSED UNIT 2 FIRST FLOOR PLAN 1:100
ENS
MASTER BED
WIR
820
900x1000SHR
15.DN
HI -
LIT
E
vbvb
vbvb
North
dpdp
EF
TILE
BALCONYFLOORWASTE
TILE
NOTE: ALL WET AREAS MUST BECONSTRUCTED IN ACCORDANCE WITHPART 3.8.1 OF THE BCA 2006.
NOTES:RWH : Denotes Rain Water Head.DP : Denotes Downpipes.DPS : With spreader pipe located on roof only.SD : Denotes smoke detectors.EF : Exhaust fans.
S : Kitchen sink.HB : Hand basin.VB : Vanity basin.UBO : Under bench oven.DW : Dishwasher.TR : Laundry trough.
NOTE: MECHANICAL VENTILATION TOBE DUCTED TO THE OUTER AIR.
NOTE-SITE MEASUREMENTS WILL DICTATE FINALSITE LEVELS AND FREEBOARD HEIGHTS
113.79 sq.m ( 12.24 sqrs)6.29 sq.m (0.67 sqrs)
120.08 sq.m (12.91 sqrs)
First Floor Area Summary:Residence:Balcony:
Total:
Ground & Fisrt floor total area:276.52sq.m = 29.76sqrs
WINDOW SCHEDULEW2
W4
(obscure glazing)610w x 900h Sliding aluminium window 2100h from floorline
1210w x 1800h Awning aluminium window 2100h from floorline
Window schedule takes precedence over elevations, checkthe window specifications for exact sizes and openings asper SOUTHERN STAR ALUMINIUM WINDOWS AND DOORS.
TITL
E BO
UNDA
RY
W7 D3 W4
W2
W8
W5 1810w x 600h Sliding aluminium window 2290h from floorline
W6
D3 1810w x 2100h Sliding aluminium door 2100h from floorline
SD
450
BALCONY BALUSTRADE1.1M HIGH AS PERMANUFACTURES SPECS
Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.
NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.
450
AS
SELE
CTE
D G
UTTE
R O
NBR
ICK
CO
NST
RUC
TION
TITL
E BO
UNDA
RY
W7 610w x 1800h Awning aluminium window 2100h from floorline
1300
820
820
ROBE
2 x 820 sldrs
ROBE
2 x 820 sldrs
LINE
N
2 x 820 sldrs
RO
BE
2 x 820 sldrs
820
720
vb
4250
820 C.S.D
vb
900 x 900 720
1540
BED 2
BED 3
BED 4RETREAT
PWDTILE
W2
W5W5W5
(obscure glazing)1510w x 1200h Sliding aluminium window 2100h from floorline
W6
BATHTILE
HI -
LIT
E
HI - LITE HI - LITE HI - LITE
W5A 1810w x 600h Awning aluminium window 2290h from floorline
W5A
W8 2110w x 600h Awning aluminium window 2290h from floorline
450
450
450
450
450
dp sp
reade
r
dp spreader dp spreader
dpdp
SD
NO
OK
22.5° ROOF BELOW
22.5° ROOF BELOW
A A
3100
3010
W5B
W5B 1810w x 1200h Awning aluminium window 2100h from floorline
3100
3400
LINEN
520
520
1300
tv a
rea
bulk
head
300
300
3400
300
3500
1290
0
1050
1980
9870
9031
00
90
2890
90
510 90
3010
90
90
1800
90
1000
300
3100
300 90
10270
903400
90
300 3200
90
301090
902060
90
125090
350090
101090
1910
90
902260
90
510
90
1160
90
1000 1690
90
1160
90
1860
90
10270
4200 607090
3510
90
51090
1400
90
440090
902510
9060016901000
901160
90510
90
226090
901860
901160
90 PWDLINEN
6520BALCONY OVERALL
470 470
1290
0
1050
1185
090
4250
90
1900
90
1640
90
510
90
3010
90
90
3630
90
530
90
1900
9051
090
1040
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138
WEEPHOLESWeep holes at 1.2 metre spacing andabove windows more than 1.0 metrewide.
TERMITE PROTECTIONA chemical termite managementsystem will be utilized for this buildingin accordance with AS 3660.1
Note: Provide weepholes at 960mmmaximum centres with continuousflashing where the brickwork extendsover the openings
FRONT ELEVATION 1:100
REAR ELEVATION 1:100Selected aluminium framed
sliding door with decals to AS.1288
MATERIAL %BALC/FIRST FLOOR RENDER = 20%
PORCH TILE PILLARS = 05%WEATHERBOARD = 15%
BRICKS = 60%
Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.
NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.
f.
f.o.
f. f.
2740
2590
Selected tiled roof @22.5 ° roof pitch as perthe manufuctures specs
470 x 350 w builtup pier with tile
finish
Selected colorbondspout and fascia
Min. 2250 h x 4800 wgarage panelift door withlintel over to eng's design
Selected aluminiumframed windows to
AS.1288
Lightweight RenderedCladding
Timber Cladding
Brick wall
GLASS 1.1M HIGH BALUSTRADE
8300
MA
X
RIDGE HEIGHT
3200
MA
X W
ALL
ON
BO
UN
DA
RY
450 450 450
f.o.
f.o.
o.
f.o.
o.f.
2740
2590
SIDE ELEVATION 1:100
Lightweight renderedcladding
Brick Wall350 x 350 w builtup pier with tile
finish
Selected aluminiumframed windows to
AS.1288
Lightweight RenderedCladding
Selected colorbondspout and fascia
1700
o.
8300
MA
X
gas meter
mbox
NBN
NBN700MMmin high
RIDGE HEIGHT
f.o.OBSCURE OBSCURE
f. o. o. f.
f.o.
3200
MA
X
2740
2590
Selected aluminium framedsliding door with decals to AS.1288Brick wall
RIDGE HEIGHT
8300
MA
X
f.o. f.o. f.o.
Lightweight renderedcladding
Selected colorbondspout and fascia
FFL: 10.385
FFL: 10.385
FFL: 10.385
f.
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138
SIDE ELEVATION 1:100
SCHEDULE OF COLOURS AND MATERIALS* ROOF MATERIAL CONCRETE TILES MONUMENT
* PANELIFT GARAGE DOOR COLORBOND CLASSIC CEDAR
* WALL MATERIAL AUSTRAL BRICKS HOMESTEAD - TAN
* WINDOWS ALUMINIUM MONUMENT
* GUTTER/FASCIA/DOWNPIPE COLORBOND MONUMENT
* DRIVEWAY/PATHWAY CONCRETE
* PORCH PIER MATERIAL - TILE CLAD * PORCH PIER MATERIAL RENDER - SHALE GREY
EXPOSED AGGREGATE BORAL - ELWOOD
- NATIONAL TILES (STRATOS DARK GREY)
* WALL MATERIAL UPPSTAIRS RENDER WATTYL SHALE GREY
172
Selected SHEET roof @22.5 ° roof pitch as perthe manufactures specs
GARAGE
to protrude passed No portion of buildingto protrude passed title boundary
2740
2590
SITTING
3200
MA
X
engineers design
Waffle conc. slab
per soil report & foundations as Waffle conc. slab Note : floor slab toNote : floor slab to
have min 150mm
Note: Builder to verify allheights and all dimensionsbefore commencing anyproposed building works
plaster board liningNote: provide 10mm
to ceilingline.
SECTION A|A 1:100
ENTRY
8300
MA
X
RIDGE HEIGHT
Triple grip all trussesto timber top plate
GENERAL ENERGY EFFICIENCY REQUIREMENTS*Construction must be in accordance with the Energy Rating Report.*Single glazed aluminium window and door frames throughout (whole of window U-value = 6.7 or less;whole of window SHGC = 0.57/0.7), with double glazing to all Kitchen/Dining/Family area glazing, and bothLounge Room windows (whole of window U-value = 3.5 or less; whole of window SHGC = 0.47/0.64). SeeNatHERS report for individual window values and codes*R6.0 insulation to the ceiling*R2.5 insulation batts (with reflective foil wrap to brick veneer walls - Emissivity = 0.56 or less) to externalwalls, including wall b/n house and garage (without RFL)*R2.0 insulation under upper floor overhanging porch area*Self closing exhaust fans throughout*Draught seals to all external hinged doors*Where downlights are used, "Approved Non-Ventilated Covers" are to be installed to avoid insulation removaland minimise air infiltration.
INSULATION REQUIREMENTS*All insulation to abut or overlap adjoining insulation or supporting members.*Must form a continous barrier with floors, ceilings, walls or the like that inherentlycontribute to the thermal barrier.*Must not affect or effect operation of a domestic service or fitting.*Reflective insulation must be installed with the necessary airspace between reflective side andbuilding lining.*Reflective insulation to be closely fitted to penetrations and openings and adequately suppoted byframing members.*Reflective insulation to be overlapped by 150mm or taped together.*Bulk insulation to maintain its position and thickness other thaqn at roof battens, pipes and cables.*In a ceiling, where there is no bulk insulation or reflective insulation in the external wall beneath,the reflective insulation must overlap by no less than 50mm.
A mailbox, with seperateaperture for newspapers andother non-mail articles must beprovided for each of thepremises at the streetfrontage. The mailboxdimensions, placement andnumbering must comply with theAustralia Post - General PostGuide 2004 (Point G4.3), aspublished on its website to thesatisfaction of the responsibleauthority.
Brass Numbersto suite address
520 x 470mmBrick Pier withRender Finish.
Rendered finish tomatch dwelling.
Brass Mail Slot.
Mailbox Elevation
1000
FOR GUIDE PURPOSES* MAILBOX MATERIAL - RENDER - GREY
NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.
2740
2590
Selected tiled roof @22.5 ° roof pitch as perthe manufuctures specs
Brick wall 350 x 350 w builtup pier with tile finish
Timber Cladding
Selected colorbondspout and fascia
Lightweight renderedcladding
8300
MA
X
RIDGE HEIGHT
f.o.
f.o.
OBSCURE
3025
wal
l on
boun
dary
FFL: 10.385
FFL: 10.385
FFL: 10.213GARAGE
FFL: 10.213GARAGE
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138
5600
2200
2200
5800
3800
3000
2 . 0
mE
A S
E M
E N
T
5369
22.5° pitch roof bellow
AS SELECTED GUTTER ONBRICK CONSTRUCTION garden bed50
0
Note
: Pro
vide
90m
m P
VC p
ipe
unde
r
drive
way.
1.0m
off
front
bou
ndar
y.
LETTER BOX
4000
GATE SETBACK
3910
4000
4573
5705
PROPOSED RESIDENCESITE COVERAGE - 24.17%
FINAL SITING TO MANUFACTURERS
SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS
22.5° PITCH ROOF
PORCH/BALCONYSETBACK
HOUSE SETBACK
GARAGE SETBACKSITE 32.00M 115°43'50" BOUNDARY
3 . 0 m HOT WATERUNIT PLINTH
HWU
22.5° pitch roof bellow
1690
450
450
3500
1000 WALKWAY
2200
dp
dp
dpdp
dp
dp
dp spreader
dp spreader
2136
4312
HOUSE SETBACK
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPE
NE
W 1
00 M
MØ
SW
D P
IPE
NE
W 1
00 M
MØ
SW
D P
IPE
GROUND FFL: 10.385
GARAGE FFL: 10.213
PORCH FFL: 10.298
Note: Existing house has burned down.All remaining debris and footing have been removed.Block stands now vacant - 03.04.2019
LAND SURVEY 1:150
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138
P I O
N E
E R
D
R I
V E
C A L L I S T E M O N V I S T A
663.00 m2LOT 1138
2 . 0
m
North
E A
S E
M E
N T
5369
22.5° pitch roof bellow
AS SELECTED GUTTER ONBRICK CONSTRUCTION
EXIS
TIN
G C
RO
SSO
VER
3500
max
garden bed500
Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.
Note
: Pro
vide
90m
m P
VC p
ipe
unde
r
drive
way.
1.0m
off
front
bou
ndar
y.
LETTER BOX
NAT
UR
E ST
RIP
FOO
TPAT
H
4000
GATE SETBACK
3910
4000
4573
5705
PROPOSED RESIDENCESITE COVERAGE - 24.17%
FINAL SITING TO MANUFACTURERS
SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS
22.5° PITCH ROOF
PORCH/BALCONYSETBACK
HOUSE SETBACK
GARAGE SETBACK
Note: RECYCLED WATER TAP TOBE CONNECTED ALONG SIDEMAIN WATER TAPS.
DWELLING WILL BE CONNECTED TO RECYCLED WATER ANDPLUMBED IN ACCORDANCE WITH WESTERN WATERRECOMMENDATIONS. WATER RECOMMENDATIONS, INCLUDINGAT A MINUMUM, A FRONT AND REAR RECYCLED WATER TAPAND CONNECTION TO ALL TOILETS.
NOTES:DRAINAGE GUIDE SHOWN IS FORROOF DRAINAGE ONLY, ALL SITEDRAINAGE AS PER PLUMBER ANDBUILDERS DESIGN, BUILDINGSURVEYOR TO CONFIRM.
SITE SCRAPE BUILDING AREA TOREMOVE EXCESS VEGETATION ANDPROVIDE LEVEL BUILDING PLATFORMBUILDER TO VERIFY
NOTES:ROOF LAYOUT DESIGN SHOWN ISFOR GUIDE PURPOSES ONLY,SEE THE ROOF MANUFACTURESDRAWINGS FOR EXACT DESIGN.
CONCRETER / BUILDER TO MAKE SURETHAT MIN. 385 TO BE EXCAVATEDBELOW FLOOR LEVEL IN RESIDENCEAND GARAGE FOR A WAFFLE SLAB.CHECK ON SITE BEFORE COMMENCING
TOTAL SITE COVERAGE = 48.15%
SITE PLAN 1:150Complete accuracy of this plan is not guaranteed,details shown should be checked and proved onsite before any work is carried out.
All utility Authorities should be contacted regardingthe existence of any underground services on siteand surrounding the site
LEGEND:RWH : denotes Rain Water Head.DP : denotes Downpipes.DPS : with spreader pipe located on roof only.
All surrounding surfaces are to be graded away from the buildingtowards a suitable drainage facility, to avoid any local damming orponding. Building surveyor is to check and verify that no servicesare placed within 45° angle of repose to property footings. Newfootings are not to undermine existing footings and are to matchthe depth of the existing footings , where appropriate.
Install surface spoon drains and cut-off drains upslope ofthe building site to intercept and channel both run-off andshallow groundwater seepage away form the site cuts andfoundations. Cut off drains should penetrate 50mm belowthe upper clay surface. Builder to be verify on site prior tothe commencment of any building works.
All Cut and Fills should be battered or retained properly. As a generalrule, batters of 45 degrees to the horizontal for clays and 30 degreesto the horizontal for sands should be adopted. Where this is notpossible or desired, engineer designed retaining walls should beused. Where sites are prone to landslips , a landslip assessementshould be carried out.
Stormwater point to be verified on site priorto the commencment of any building works.Stormwater layout as per plumbers andbuilders design and to be confirmed on siteby the plumber and builder.
All levels and finished floor levels are takenfrom engineering plan provided by the councilstormwater information certificate , builder isto verify on site all levels prior to thecommencment of any building works. Newlevels should be done to determinenew site conditions.
Easement: 2.0m rear
Adjoining properties: RIGHT side
Crossover location : RIGH hand side
Building envelope on property:
Bushfire construction Property:
YES NO NOTE: WHILE ALL CARE IS TAKEN IN THESITING OF THIS HOME, IT MAY VARY DUETO ESTATE COVENANT, LOCAL COUNCIL ,STATE GOVERNMENT , VICTORIANDEVELOPMENT CODE, ENERGY EFFICIENCYREQUIREMENTS, SITE AND SOILCONDITIONS AND THE APPROVAL OF ANYBOUNDARY RELAXATIONS REQUIRED.
NOTE: NATURAL GAS IS AVAILABLE ONSITE. PROVIDE GAS METER LOCATING GASMAIN CONNECTION FROM GAS MAIN TOHOUSE .
Termite construction Property:
NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.
*LANDSCAPING PROVIDED BY WOODLEA ESTATE
adjoining vacant blockLOT 1139
SITE 32.00M 115°43'50" BOUNDARY
SITE 23.14M 097°08'00" BOUNDARY
SIT
E
22.9
3M
025
°43'
50"
B
OU
ND
AR
Y
3 . 0 m
SITE 09.89M 115°43'50" BOUNDARY
SITE
4.
31M
5
2°58
' T.
BSI
TE
A11.
88M
1
8°07
' T
.B450
Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.
HOT WATERUNIT PLINTH
HWU
22.5° pitch roof bellow
1688 Note: Letter box constructed of brickwith rendered finish (GREY) to matchhouse render with clear visible numberrefer to owners design.
Note: A 1.8m high standard timber paling fence is to be constructed to allinternal lot boundaries that do not face the street. Internal lot fencing is tobe set back a minimum of 1m from the front facade. All side gates andassociated wing fences must be a maximum of 1.8m high and have atimber or timber look finish.
450
450
*450 eaves on both ground floor and first floor
3500
Note: Proposed exposed aggregatefinish to walkway boral elwood finish.
1000 WALKWAY
NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS
2200
OF DISCHARGELEGAL POINT
dp
dp
dpdp
dp
dp
dp spreader
dp spreader
5604
2136
4312
HOUSE SETBACK
3464
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPE
NE
W 1
00 M
MØ
SW
D P
IPE
NE
W 1
00 M
MØ
SW
D P
IPE
GROUND FFL: 10.385
GARAGE FFL: 10.213
PORCH FFL: 10.298
CUT NATURAL GROUND200MM TO 10.00
3530
450
dpdp
dp
dp
dp dp
5001
1296
3029
3029
2279
12195419
PO
RC
H/B
ALC
ON
YS
ETB
AC
K
HO
US
E S
ETB
AC
K
WA
LKW
AY
Note: Proposed exposed aggregatefinish to walkway boral elwood finish.
Note: Letter box constructed of brick
with rendered finish (GREY) to match
house render with clear visible number
refer to owners design.
PORCH FFL: 10.298
LETTER BOX
GARAGE FFL: 10.21322.5° pitch roof bellow
GA
RA
GE
SE
TBA
CK 20
00
Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.
garde
n bed
3500 max
3500
EXISTING CROSSOVER
9 AM SHADOW LINE PLAN (1:150)
dp
dp dp 2120
GA
TE S
ETB
AC
K
450
450
dpdp
BALCONYFLOORWASTE
TILE
450
450
450
450
450
450
dp sp
reade
r
dp spreader dp spreader
dpdp
Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.
LOT 1138B300.00 m2
PROPOSED RESIDENCESITE COVERAGE - 52.67% 22.5° PITCH ROOF
FINAL SITING TO MANUFACTURERS
SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS
HWU
22.5° ROOF BELOW
22.5° ROOF BELOW
22.5°
ROOF
BELO
W
NBN700MMmin high
2120
GA
TE S
ETB
AC
K
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138
P I O
N E
E R
D
R I
V E
C A L L I S T E M O N V I S T A
663.00 m2LOT 1138
2 . 0
mE
A S
E M
E N
T
5369
22.5° pitch roof bellow
AS SELECTED GUTTER ONBRICK CONSTRUCTION
EXIS
TIN
G C
RO
SSO
VER
3500
max
garden bed500
Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.
Note
: Pro
vide
90m
m P
VC p
ipe
unde
r
drive
way.
1.0m
off
front
bou
ndar
y.
LETTER BOX
NAT
UR
E ST
RIP
FOO
TPAT
H
4000
GATE SETBACK
3910
4000
4573
5705
PROPOSED RESIDENCESITE COVERAGE - 24.17%
FINAL SITING TO MANUFACTURERS
SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS
22.5° PITCH ROOF
PORCH/BALCONYSETBACK
HOUSE SETBACK
GARAGE SETBACK
Note: RECYCLED WATER TAP TOBE CONNECTED ALONG SIDEMAIN WATER TAPS.
DWELLING WILL BE CONNECTED TO RECYCLED WATER ANDPLUMBED IN ACCORDANCE WITH WESTERN WATERRECOMMENDATIONS. WATER RECOMMENDATIONS, INCLUDINGAT A MINUMUM, A FRONT AND REAR RECYCLED WATER TAPAND CONNECTION TO ALL TOILETS.
adjoining vacant blockLOT 1139
SITE 32.00M 115°43'50" BOUNDARY
SITE 23.14M 097°08'00" BOUNDARY
SIT
E
22.9
3M
025
°43'
50"
B
OU
ND
AR
Y
3 . 0 m
SITE 09.89M 115°43'50" BOUNDARY
SITE
4.
31M
5
2°58
' T.
BSI
TE
A11.
88M
1
8°07
' T
.B450
Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.
HOT WATERUNIT PLINTH
HWU
22.5° pitch roof bellow
1688 Note: Letter box constructed of brickwith rendered finish (GREY) to matchhouse render with clear visible numberrefer to owners design.
Note: A 1.8m high standard timber paling fence is to be constructed to allinternal lot boundaries that do not face the street. Internal lot fencing is tobe set back a minimum of 1m from the front facade. All side gates andassociated wing fences must be a maximum of 1.8m high and have atimber or timber look finish.
450
450
3500
Note: Proposed exposed aggregatefinish to walkway boral elwood finish.
1000 WALKWAY
NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS
2200
OF DISCHARGELEGAL POINT
dp
dp
dpdp
dp
dp
dp spreader
dp spreader
5604
2136
4312
HOUSE SETBACK
3464
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPE
NE
W 1
00 M
MØ
SW
D P
IPE
NE
W 1
00 M
MØ
SW
D P
IPE
GROUND FFL: 10.385
GARAGE FFL: 10.213
PORCH FFL: 10.298
CUT NATURAL GROUND200MM TO 10.00
3530
dpdp
dp
dp
dp dp
5001
1296
3029
3029
2279
12195419
PO
RC
H/B
ALC
ON
YS
ETB
AC
K
HO
US
E S
ETB
AC
K
WA
LKW
AY
Note: Proposed exposed aggregatefinish to walkway boral elwood finish.
Note: Letter box constructed of brick
with rendered finish (GREY) to match
house render with clear visible number
refer to owners design.
GROUND FFL: 10.385
PORCH FFL: 10.298
LETTER BOX
GARAGE FFL: 10.21322.5° pitch roof bellow
5029
GA
RA
GE
SE
TBA
CK 20
00
Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.
garde
n bed
3500 max
3500
EXISTING CROSSOVER North
NOTES:DRAINAGE GUIDE SHOWN IS FORROOF DRAINAGE ONLY, ALL SITEDRAINAGE AS PER PLUMBER ANDBUILDERS DESIGN, BUILDINGSURVEYOR TO CONFIRM.
SITE SCRAPE BUILDING AREA TOREMOVE EXCESS VEGETATION ANDPROVIDE LEVEL BUILDING PLATFORMBUILDER TO VERIFY
NOTES:ROOF LAYOUT DESIGN SHOWN ISFOR GUIDE PURPOSES ONLY,SEE THE ROOF MANUFACTURESDRAWINGS FOR EXACT DESIGN.
CONCRETER / BUILDER TO MAKE SURETHAT MIN. 385 TO BE EXCAVATEDBELOW FLOOR LEVEL IN RESIDENCEAND GARAGE FOR A WAFFLE SLAB.CHECK ON SITE BEFORE COMMENCING
TOTAL SITE COVERAGE = 48.15%
SITE PLAN 1:150Complete accuracy of this plan is not guaranteed,details shown should be checked and proved onsite before any work is carried out.
All utility Authorities should be contacted regardingthe existence of any underground services on siteand surrounding the site
LEGEND:RWH : denotes Rain Water Head.DP : denotes Downpipes.DPS : with spreader pipe located on roof only.
All surrounding surfaces are to be graded away from the buildingtowards a suitable drainage facility, to avoid any local damming orponding. Building surveyor is to check and verify that no servicesare placed within 45° angle of repose to property footings. Newfootings are not to undermine existing footings and are to matchthe depth of the existing footings , where appropriate.
Install surface spoon drains and cut-off drains upslope ofthe building site to intercept and channel both run-off andshallow groundwater seepage away form the site cuts andfoundations. Cut off drains should penetrate 50mm belowthe upper clay surface. Builder to be verify on site prior tothe commencment of any building works.
All Cut and Fills should be battered or retained properly. As a generalrule, batters of 45 degrees to the horizontal for clays and 30 degreesto the horizontal for sands should be adopted. Where this is notpossible or desired, engineer designed retaining walls should beused. Where sites are prone to landslips , a landslip assessementshould be carried out.
Stormwater point to be verified on site priorto the commencment of any building works.Stormwater layout as per plumbers andbuilders design and to be confirmed on siteby the plumber and builder.
All levels and finished floor levels are takenfrom engineering plan provided by the councilstormwater information certificate , builder isto verify on site all levels prior to thecommencment of any building works. Newlevels should be done to determinenew site conditions.
Easement: 2.0m rear
Adjoining properties: RIGHT side
Crossover location : RIGH hand side
Building envelope on property:
Bushfire construction Property:
YES NO NOTE: WHILE ALL CARE IS TAKEN IN THESITING OF THIS HOME, IT MAY VARY DUETO ESTATE COVENANT, LOCAL COUNCIL ,STATE GOVERNMENT , VICTORIANDEVELOPMENT CODE, ENERGY EFFICIENCYREQUIREMENTS, SITE AND SOILCONDITIONS AND THE APPROVAL OF ANYBOUNDARY RELAXATIONS REQUIRED.
NOTE: NATURAL GAS IS AVAILABLE ONSITE. PROVIDE GAS METER LOCATING GASMAIN CONNECTION FROM GAS MAIN TOHOUSE .
Termite construction Property:
NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.
*LANDSCAPING PROVIDED BY WOODLEA ESTATE*450 eaves on both ground floor and first floor
12 PM SHADOW LINE PLAN (1:150)
dp
dp dp 2120
GA
TE S
ETB
AC
K
450
450
dpdp
BALCONYFLOORWASTE
TILE
450
450
450
450
450
450
dp sp
reade
r
dp spreader dp spreader
dpdp
Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.
LOT 1138B300.00 m2
PROPOSED RESIDENCESITE COVERAGE - 52.67% 22.5° PITCH ROOF
FINAL SITING TO MANUFACTURERS
SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS
HWU
22.5° ROOF BELOW
22.5° ROOF BELOW
22.5°
ROOF
BELO
W
NBN700MMmin high
2120
GA
TE S
ETB
AC
K
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138
P I O
N E
E R
D
R I
V E
C A L L I S T E M O N V I S T A
663.00 m2LOT 1138
2 . 0
mE
A S
E M
E N
T
5369
22.5° pitch roof bellow
AS SELECTED GUTTER ONBRICK CONSTRUCTION
EXIS
TIN
G C
RO
SSO
VER
3500
max
garden bed500
Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.
Note
: Pro
vide
90m
m P
VC p
ipe
unde
r
drive
way.
1.0m
off
front
bou
ndar
y.
LETTER BOX
NAT
UR
E ST
RIP
FOO
TPAT
H
4000
GATE SETBACK
3910
4000
4573
5705
PROPOSED RESIDENCESITE COVERAGE - 24.17%
FINAL SITING TO MANUFACTURERS
SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS
22.5° PITCH ROOF
PORCH/BALCONYSETBACK
HOUSE SETBACK
GARAGE SETBACK
Note: RECYCLED WATER TAP TOBE CONNECTED ALONG SIDEMAIN WATER TAPS.
DWELLING WILL BE CONNECTED TO RECYCLED WATER ANDPLUMBED IN ACCORDANCE WITH WESTERN WATERRECOMMENDATIONS. WATER RECOMMENDATIONS, INCLUDINGAT A MINUMUM, A FRONT AND REAR RECYCLED WATER TAPAND CONNECTION TO ALL TOILETS.
adjoining vacant blockLOT 1139
SITE 32.00M 115°43'50" BOUNDARY
SITE 23.14M 097°08'00" BOUNDARY
SIT
E
22.9
3M
025
°43'
50"
B
OU
ND
AR
Y
3 . 0 m
SITE 09.89M 115°43'50" BOUNDARY
SITE
4.
31M
5
2°58
' T.
BSI
TE
A11.
88M
1
8°07
' T
.B450
Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.
HOT WATERUNIT PLINTH
HWU
22.5° pitch roof bellow
1688 Note: Letter box constructed of brickwith rendered finish (GREY) to matchhouse render with clear visible numberrefer to owners design.
Note: A 1.8m high standard timber paling fence is to be constructed to allinternal lot boundaries that do not face the street. Internal lot fencing is tobe set back a minimum of 1m from the front facade. All side gates andassociated wing fences must be a maximum of 1.8m high and have atimber or timber look finish.
450
450
3500
Note: Proposed exposed aggregatefinish to walkway boral elwood finish.
1000 WALKWAY
NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS
2200
OF DISCHARGELEGAL POINT
dp
dp
dpdp
dp
dp
dp spreader
dp spreader
5604
2136
4312
HOUSE SETBACK
3464
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPE
NEW 100 MMØ SWD PIPE
NE
W 1
00 M
MØ
SW
D P
IPE
NE
W 1
00 M
MØ
SW
D P
IPE
GROUND FFL: 10.385
GARAGE FFL: 10.213
PORCH FFL: 10.298
CUT NATURAL GROUND200MM TO 10.00
3530
450
dpdp
dp
dp
dp dp
5001
1296
3029
3029
2279
12195419
PO
RC
H/B
ALC
ON
YS
ETB
AC
K
HO
US
E S
ETB
AC
K
WA
LKW
AY
Note: Proposed exposed aggregatefinish to walkway boral elwood finish.
Note: Letter box constructed of brick
with rendered finish (GREY) to match
house render with clear visible number
refer to owners design.
PORCH FFL: 10.298
LETTER BOX
GA
RA
GE
SE
TBA
CK 20
00
Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.
garde
n bed
3500 max
3500
EXISTING CROSSOVER North
NOTES:DRAINAGE GUIDE SHOWN IS FORROOF DRAINAGE ONLY, ALL SITEDRAINAGE AS PER PLUMBER ANDBUILDERS DESIGN, BUILDINGSURVEYOR TO CONFIRM.
SITE SCRAPE BUILDING AREA TOREMOVE EXCESS VEGETATION ANDPROVIDE LEVEL BUILDING PLATFORMBUILDER TO VERIFY
NOTES:ROOF LAYOUT DESIGN SHOWN ISFOR GUIDE PURPOSES ONLY,SEE THE ROOF MANUFACTURESDRAWINGS FOR EXACT DESIGN.
CONCRETER / BUILDER TO MAKE SURETHAT MIN. 385 TO BE EXCAVATEDBELOW FLOOR LEVEL IN RESIDENCEAND GARAGE FOR A WAFFLE SLAB.CHECK ON SITE BEFORE COMMENCING
TOTAL SITE COVERAGE = 48.15%
SITE PLAN 1:150Complete accuracy of this plan is not guaranteed,details shown should be checked and proved onsite before any work is carried out.
All utility Authorities should be contacted regardingthe existence of any underground services on siteand surrounding the site
LEGEND:RWH : denotes Rain Water Head.DP : denotes Downpipes.DPS : with spreader pipe located on roof only.
All surrounding surfaces are to be graded away from the buildingtowards a suitable drainage facility, to avoid any local damming orponding. Building surveyor is to check and verify that no servicesare placed within 45° angle of repose to property footings. Newfootings are not to undermine existing footings and are to matchthe depth of the existing footings , where appropriate.
Install surface spoon drains and cut-off drains upslope ofthe building site to intercept and channel both run-off andshallow groundwater seepage away form the site cuts andfoundations. Cut off drains should penetrate 50mm belowthe upper clay surface. Builder to be verify on site prior tothe commencment of any building works.
All Cut and Fills should be battered or retained properly. As a generalrule, batters of 45 degrees to the horizontal for clays and 30 degreesto the horizontal for sands should be adopted. Where this is notpossible or desired, engineer designed retaining walls should beused. Where sites are prone to landslips , a landslip assessementshould be carried out.
Stormwater point to be verified on site priorto the commencment of any building works.Stormwater layout as per plumbers andbuilders design and to be confirmed on siteby the plumber and builder.
All levels and finished floor levels are takenfrom engineering plan provided by the councilstormwater information certificate , builder isto verify on site all levels prior to thecommencment of any building works. Newlevels should be done to determinenew site conditions.
Easement: 2.0m rear
Adjoining properties: RIGHT side
Crossover location : RIGH hand side
Building envelope on property:
Bushfire construction Property:
YES NO NOTE: WHILE ALL CARE IS TAKEN IN THESITING OF THIS HOME, IT MAY VARY DUETO ESTATE COVENANT, LOCAL COUNCIL ,STATE GOVERNMENT , VICTORIANDEVELOPMENT CODE, ENERGY EFFICIENCYREQUIREMENTS, SITE AND SOILCONDITIONS AND THE APPROVAL OF ANYBOUNDARY RELAXATIONS REQUIRED.
NOTE: NATURAL GAS IS AVAILABLE ONSITE. PROVIDE GAS METER LOCATING GASMAIN CONNECTION FROM GAS MAIN TOHOUSE .
Termite construction Property:
NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.
*LANDSCAPING PROVIDED BY WOODLEA ESTATE*450 eaves on both ground floor and first floor
3 PM SHADOW LINE PLAN
dp
dp dp 2120
GA
TE S
ETB
AC
K
450
450
dpdp
BALCONYFLOORWASTE
TILE
450
450
450
450
450
450
dp sp
reade
r
dp spreader dp spreader
dpdp
Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.
LOT 1138B300.00 m2
PROPOSED RESIDENCESITE COVERAGE - 52.67% 22.5° PITCH ROOF
FINAL SITING TO MANUFACTURERS
SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS
HWU
22.5° ROOF BELOW
22.5° ROOF BELOW
22.5°
ROOF
BELO
W
NBN700MMmin high
2120
GA
TE S
ETB
AC
K
SURFACE DRAIN
DWELLINGDRAIN
NGL
FALL 1:20
Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .
1000
PD-1138