standard update = 150410 dd · '1' contract ap sp 13.11.18 '2' drafting amend....
TRANSCRIPT
'1 ' CONTRACT AP SP 13.11.18'2 ' DRAFTING AMEND. (T.BROAD) SP SP 19.11.18'3 ' '4' '5' '6 ''7''8''9'
SITE ADDRESS:
THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT :
OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
BUILDERS REGISTRATION N° 1204916 FROBISHER STREET,OSBORNE PARK WA 6017Phone (08) 9208 1111 Fax (08) 9208 1122
Copyright 2006
DATE: 19/11/2018SCALE: 1:200
JOB N°:REVISION N°:
VARIATIONS:
02
© SALES: DRAWN:W. PAULL AP
SHEET N°: of 13
1808018M
EXISTING SITE
2
REV: DESCRIPTION: CHK: DATE: AXELSEN
LOT 238 #11 ILBERY STREETQUINNS ROCKS WA 6030
CLIENT: THE ANSWER PROMO
STANDARD UPDATE = 150410 DD
INT:
0.000 mLOT MISCLOSE
OLDAREA
Scale 1:200
0 2 4 6 8
SOIL DESCRIPTIONSand / L/Stone(Poss)Light Grass Cover
442104 06 Nov 18C.
Weightman
Builder : Redink HomesCLIENT : AxelsenLOT 238 #11 Ilbery Street, Quinns Rocks
Plan73971:200cJ/N: DATE: DRAWN:SCALE:
Licensed Surveyors
87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998
Email: [email protected] Website: www.cottage.com.au
Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.
Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fencesonly which may not be on correct cadastral alignment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.
Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.
Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.
DISCLAIMER:
DISCLAIMER:
DISCLAIMER:
DISCLAIMER:
SEC DomePower PolePhone Pits
LEG
END
T C
TP10.00TWTRTF
[[[[
10.0010.0010.00
]]]]
Top Pillar/PostTop WallTop RetainingTop Fence
W Water Conn.
LOT AREA: 908.08m²
50.1
7
90 °0 '0 "
18.1
90°0'0 "
50.1
7
90 °0 '0 "
18.1
90°0'
0"
9 .09
9.189.088.06
8.17
8 .3 4
8 .74
8.8
8
9.27
9.78
10 .8 7
9 .9 0
10
.51
10.11
10
.49
1 0 .3 71 0 .3 7
9 .2 7 10
.55
9 .9 0 9.8
6
1 0 .5 4
10
.24
10
.5111 .0 3
11 .2 71 0 .4 2
11 .7 0
11
.18
1 2 .0 1
11
.77
12.57 12
.41
12
.78
12
.48
12.81
11.43
1 2 .21
1 3 .08
15.0413
.44
13
.46
1 3 .73
1 3 .74
13
.59
13
.45
13
.53 13.70
13
.62
1 3 .2 2
13
.43
14.18
14.92
14.73
13
.39
14.18
1 3 .1 8 1 3 .1 8
14
.20
13.1513.2713.42
1 3 .2 8
1 2 .5 8
11 .9 9
13.27
13
.43
12.86
12.3712.69
12.48
12
.22
11
.95
11.3112.68
12.32
1 2 .1 0
12
.22
12
.68
11.58
12
.06
12.69
11.43
13 .10
12.42
12.50
12
.18
13.43
12.68
11
.92
12
.40
12
.73
13.01
14
.20
14.20
13.42
13
.10
13
.65
14.17
13
.62
13.2513.21
14.01
13
.59
13.31
14
.03 1 4 .2
1
1 4 .35
1 4 .59
1 5 .65
1 5 .82
1 5 .38
1 4 .56
1 4 .41
1 4 .41
1 4 .20
1 4 .19
1 4 .21
1 4 .17
1 4 .46
1 4 .42
1 4 .38
1 2 .88
1 2 .07
11.02
11.02
1 0 .60
10.09
14 .65
Ref Nail At Base Of KerbAssumed Datum 10.00 m
Pow
er P
ole
Opp
.
>>>>>>
Ilbery StreetBitumen
Mountable
WS
E
N
NOTE/BEWARE:ADVISE TRADESO/Head power lines
Pow
er P
ole
Opp
.
>>>>>>
Cons
umer
Ove
rhea
d Po
wer C
able
T
TR[
]
(top&gl)
(top&gl)
(top&gl)
(top&gl)
TF[ ] (top&
gl)
TR[ ]
(top&
gl)
TF[ ]
(top&gl)
(top&gl)
TR[]
(top&gl)
TF[ ]
14.99TF[ ]
TR[ ]
TF[ ]
TR[ ]TR[ ]
(top&gl)
TR[]
TF[ ]
TR[](top&gl)
TR[]
13
.43
TR[]
13
.43
TR[]
TR[ ]
TR[ ]
TR[]
TF[]
TF[ ]
10.67
TF[]
TR[]
10.17 TF[]
10.11
10
.21
TR[ ]
TR[ ]
TR[ ]
TR[ ]
TR[ ]
TR[ ]
Brick & Tile-Clear
Galv. & Galv.-Clear
Galv.Shed
PEGGONE
PEGGONE
PEGGONE
PEGGONE
Sewer M/S(10.25) Bitumen
Crossover
Con
cret
e D
rivew
ay
SandPiles
L'stoneRet Walls
L'stoneRet Wall
L'stoneRet Wall
Step
Step
Step
Step
Step
Fibro Fence(Poor Cond.)
Fibro Fence(Fair Cond.)
Brick & TileOn Slab
#9
Shad
e H
ouse
Galv. PatioApprox. F/L
13.39
RockRet Walls
Rubble
SandPile
L'stone Ret WallL'stone Ret Wall
L'stone Ret Wall L'stone Ret Wall
L'stone Ret Wall
L'stone Block & Rock Tiered Wall Base
L'stone Block & RockTiered Wall Base
L'stone Block & RockTiered Wall Base
L'stone Block & RockTiered Wall Base
PorchUMR
Brick & FibroGarage. Approx.
F/L 14.29
Balcony
Firs
t Flo
or
2-Storey Fibro& Fibro On
Brick/Stumps
#13
8.5
9.0
8.5
9.5
10.0
10.5
11.0
11.0
10.5
11.5
12.0
12.513.0
14.5
15.0 15
.5
14.0
13.5
14.0
14.0
14.5
13.5
13.5
12.0
12.5
13.0
13.5
13.012.5
11.512.0
Sewer JunctionIn: 6.4Inv: 7.4 Depth: 3.0NOTE: UP
BEWARE:Deep sewer junction.Check With Water CorpBUILDER and PLUMBERcheck GRADE.
OceanViews
(top&gl)
13
.44
13
.39
14.29
'1 ' CONTRACT AP SP 13.11.18'2 ' DRAFTING AMEND. (T.BROAD) SP SP 19.11.18'3 ' '4' '5' '6 ''7''8''9'
SITE ADDRESS:
THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT :
OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
BUILDERS REGISTRATION N° 1204916 FROBISHER STREET,OSBORNE PARK WA 6017Phone (08) 9208 1111 Fax (08) 9208 1122
Copyright 2006
DATE: 19/11/2018SCALE: 1:100
JOB N°:REVISION N°:
VARIATIONS:
06
© SALES: DRAWN:W. PAULL AP
SHEET N°: of 13
1808018M
GARAGE FLOOR PLAN
2
REV: DESCRIPTION: CHK: DATE: AXELSEN
LOT 238 #11 ILBERY STREETQUINNS ROCKS WA 6030
CLIENT: THE ANSWER PROMO
STANDARD UPDATE = 150410 DD
INT:
REMOTE CONTROLSECTIONAL DOOR
820
MF
D.P D.P
1,700
25,79
08,4
2017
,370
190
7,930
300
17,37
0
190
1,000
910
290
910
290
1,110
290
1,310
290
1,230
300 30
017
,370
3,770
930
3,720
17,37
0
25,79
08,4
201,5
8010
,490
5,300
190
7,930
300
1,580
10,49
05,3
00
12,9905,000 2,000 5,990
5,000 390 1,610 90 5,810 90
5,000 390 1,610 490 5,010 490
12,9905,400 7,590
100
100 200
RETAININGWALLS
BY OWNER
STAIRS BYOWNER
12345678910111213141516
DN
DOUBLE GARAGE
2nd FACE BRICKWORK INTERNAL
-5c CL (30c AFL)GRANO @ -35c
STORE
T-BAR @ -8c(27c AFL)
HOUS
E OV
ERAL
L
GARA
GE O
VERA
LL
GARA
GE IN
TERN
AL
GARAGE OVERALL
HOUSE OVERALL
GARA
GE O
VERA
LL
GARA
GE IN
TERN
AL
GARAGE INTERNAL
GARAGE OPENING
STAIRS
STAIRSRET. WALL
RET. WALL
HOUSE OVERALLENERGY EFFICIENCY
COMPLIANCE:* R 4.0 CEILING INSULATION
* SELF SEALING EXHAUST FANS* THERMAL BREAK TO BE LOCATED
VERTICALLY BETWEEN THE GARAGESLAB AND THE INTERNAL BRICKWORK.
NOTES:EXTERNAL WALLS CONSISTS OF 230mmWIDE CAVITY BRICK CONST., UNLESS NOTEDOTHERWISE. 90mm EXTERNAL LEAF & 90mmINTERNAL LEAF.
DOWNPIPES & FLOOR WASTES POSITIONEDAT PLUMBERS DISCRETION. FINAL POSITIONMAY VARY TO PLAN.
CEILING INSULATION TO HOUSE & GARAGETO BCA REQUIREMENTS AS PER ADDENDA.
30c CEILINGS UNLESS OTHERWISE NOTED.
FLASHING NOTE:ALL CAVITY CLOSERS AND STRUCTURALCOLUMNS TO BE FLASHED WITH ALCORE
FLASHING AS PER A.S.
COMBM/BOX
SOLAR PVINVERTER
17
BRICK BUILD UPTOP @ -26c (9c AFL)
HOUS
E OV
ERAL
L
LINTEL @ -6c(29c AFL)
LINTEL @ -6c(29c AFL)
S1
S1
D7
1
4
3
2
190
1,000
930
6,000
300
1,580
10,49
05,3
00
PANEL & POSTRETAININGBY OWNER
STEPPEDCAVITY
RETAININGBY BUILDER
EXTENT OF GROUND FLOOR ABOVESHOWN DASHED
BRICKLAYER NOTE:EXTERNAL BRICKS TO BE290 X 162 X 90 (1st externalcourse to be 2 course bricks
laid in THIRD BOND)
ENGINEERS NOTE:ALL ENGINEERS NOTATIONS, BEAM
LAYOUTS & STRUCTURAL COLUMNS AS PERENGINEERS DRAWINGS.
120w CONCRETEFILLED CAVITY
RETAINING BRICK WALL
STAIR INFO:RISER HEIGHT = 172mm
GOING = 250mm
SITE CLASSIFICATION : AFOOTING DETAIL : D10VWIND CATEGORY : N2COASTAL CONDITIONS : CAT 1
AREASNameALFRESCO
GARAGE
HOUSE
PORTICO
STORE
VERANDAH
Area28.620
42.682
243.392
2.600
7.754
10.000
335.048 m2
Perimeter21.400
26.231
77.560
6.600
14.569
14.000
'1 ' CONTRACT AP SP 13.11.18'2 ' DRAFTING AMEND. (T.BROAD) SP SP 19.11.18'3 ' '4' '5' '6 ''7''8''9'
SITE ADDRESS:
THIS IS ONE OF THE DRAWINGSREFERRED TO IN THE CONTRACT :
OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
BUILDERS REGISTRATION N° 1204916 FROBISHER STREET,OSBORNE PARK WA 6017Phone (08) 9208 1111 Fax (08) 9208 1122
Copyright 2006
DATE: 19/11/2018SCALE: 1:200
JOB N°:REVISION N°:
VARIATIONS:
03
© SALES: DRAWN:W. PAULL AP
SHEET N°: of 13
1808018M
SITE PLAN
2
REV: DESCRIPTION: CHK: DATE: AXELSEN
LOT 238 #11 ILBERY STREETQUINNS ROCKS WA 6030
CLIENT: THE ANSWER PROMO
STANDARD UPDATE = 150410 DD
INT:
D.P
D.P
D.P
D.P D.P
D.P
D.P
D.P
D.P D.P
D.PD.P
TOR @ 14.850
TOR @ 14.850
TOR @ 14.460
TOR @ 14.400
TOR @ 14.400TOR @ 14.460
TOR @ 14.460
TOR @ 13.650
TOR @ 13.050
TOR @ 12.450
TOR @ 14.460
TOR @ 14.460
TOR @ 14.460TO
R @
14.46
0
TOR @ 14.460
TOR @ 14.460
PORTICOPAVING @ -1c
VERANDAHPAVING @ -1c
1,700
28,87
7
3,410 12,990 1,700
6,000
25,79
018
,380
3,410 12,990 1,700
6,000
25,79
018
,380
6,000
1,700
1,700
8,810
3,410
8,410
8,539
8,547
24,633
UNDERCROFTGARAGEFFL 11.485
GRANO @ -35c
PAVEDDRIVEWAY
1500 x 1500SOAKWELL
1500 x 1200SOAKWELL
ALFRESCOPAVED @ -1c
PAVED CROSSOVER TO COUNCIL
REQUIREMENTSBY BUILDER
PROPOSEDRESIDENCE
FFL 14.485SPL 14.400
1m WIDEPAVED PATH
90mm PVC PIPEUNDER DRIVEWAY
PLUMB& ELEC
PRELAYSDW T
AP
F.G.L. 14.400
F.G.L. 14.400
F.G.
L. 14
.400
F.G.
L. 14
.400
F.G.
L. 11
.485
PROPOSEDPANEL & POSTRETAININGWALL BYOWNER
PROPOSEDSTEPPED CAVITYRETAINING WALLSBY BUILDER
PROPOSEDRETAINING WALLS
BY OWNER
STAIRS BYOWNER
DN1234567891011121314151617
PROPOSEDCAVITYRETAINING WALLBY BUILDER
SETBACK
SETB
ACK
SETBACK
SITE CLASSIFICATION : AFOOTING DETAIL : D10VWIND CATEGORY : N2COASTAL CONDITIONS : CAT 1
STANDARD BCA NOTE:- DWELLING TO BE CONSTRUCTEDIN ACCORDANCE WITH BCA & A.S.
- SMOKE ALARMSINTERCONNECTED & HARWIRED
AS PER AS3786-2014.
- STORMWATER AND SURFACEWATER DRAINAGE TO COMPLY
WITH CLAUSE 3.1.2.1 BCA VOL 2,3.1.2.5 BCA VOL 2 AND LOCALAUTHORITY REQUIREMENTS.
TANK VOLUME.DIAM DEPTH VOL1800 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
DRAINAGE NOTES:1. Volumes are in cubic metres &Areas in square meters.2. Volume to be stored basedon 0.0122 of m2 of impervioussurface.3. Down pipes to be located soeach tank fills at same rate (i.e..Roof Area to each tank isproportional to its Volume).4. Plumber to confirm Run Layout& location of soak wells. Drawingsare indicative only.
DRAINAGE CALCULATIONS.Impervious Area (Roof)Area A.(Roof Area) = 323.39m2.Volume to Store = 3.95m3.
Impervious Area (Paving)Area B.(Driveway & Path) = 30.49m2
Volume to Store = 0.37m3.(Storm-water grate to soakwell).Run to existing Soakwells
TOTAL VOLUME TO DRAINAREA A + AREA B = 4.32m3.
NUMBER TANKS REQ'D =(TAKEN FROM TABLE)1x1500 x 1200 = 2.12m3
1x1500 x 1500 = 2.65m3
TWO TANKS REQUIRED
TOTAL TANK VOLUME =4.77m3.
PRELAY NOTE:PLUMBING & ELECTRICAL PRELAYSREQUIRED FOR ISLAND CUPBOARD
REFER TO FLOOR PLAN
STORMWATER NOTE:STORMWATER DISPOSAL VIASOAKWELLS BY BUILDER TO
COUNCIL REQUIREMENTS
TERMITE TREATMENT NOTE:TERMITE TREATMENT WILL BE IN
ACCORDANCE WITH THE NATIONALCONSTRUCTION CODE 2016 PART
3.1.3, PART 2.1.1 & PART 1.0.7USING THE TERMICO TERMITE
MANAGEMENT SYSTEM.
SETBACK
TBA
COMBM/BOX
SOLAR PVINVERTER
5kW PV PANELSLOCATION TBC
0.000 mLOT MISCLOSE
OLDAREA
Scale 1:200
0 2 4 6 8
SOIL DESCRIPTIONSand / L/Stone(Poss)Light Grass Cover
442104 06 Nov 18C.
Weightman
Builder : Redink HomesCLIENT : AxelsenLOT 238 #11 Ilbery Street, Quinns Rocks
Plan73971:200cJ/N: DATE: DRAWN:SCALE:
Licensed Surveyors
87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998
Email: [email protected] Website: www.cottage.com.au
Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.
Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fencesonly which may not be on correct cadastral alignment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.
Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.
Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.
DISCLAIMER:
DISCLAIMER:
DISCLAIMER:
DISCLAIMER:
SEC DomePower PolePhone Pits
LEG
END
T C
TP10.00TWTRTF
[[[[
10.0010.0010.00
]]]]
Top Pillar/PostTop WallTop RetainingTop Fence
W Water Conn.
SETBACK
SETBACK
SETBACK
SETB
ACK
TO R
ETAI
NING
SETB
ACK
TO R
ETAI
NING
LOT AREA: 908.08m²
450H
450H
1960H
2915H
2915H1680H
1020H
2165H
1565H
965H
ADDITIONAL LIMESTONERETAINING TO TOP OF EXISTING
LIMESTONE RETAINING WALLBY OWNER
810H
1030H
ADDITIONAL LIMESTONERETAINING TO TOP OF EXISTING
LIMESTONE RETAINING WALLBY OWNER
1070H10
30H
1070H
870H
PROPOSED LIMESTONERETAINING WALL
BY OWNER
PROPOSED LIMESTONERETAINING WALL
BY OWNER
REVERSE CYCLEA/C UNIT
1000L x 500W x 50HCONCRETE SLAB
50.1
7
90 °0 '0 "
18.1
90°0'0 "
50.1
7
90 °0 '0 "
18.1
90°0'
0"
9 .09
9.189.088.06
8.17
8 .3 4
8 .74
8.8
8
9.27
9.78
10 .8 7
9 .9 0
10
.51
10.11
10
.49
1 0 .3 71 0 .3 7
9 .2 7 10
.55
9 .9 0 9.8
6
1 0 .5 4
10
.24
10
.5111 .0 3
11 .2 71 0 .4 2
11 .7 0
11
.18
1 2 .0 1
11
.77
12.57 12
.41
12
.78
12
.48
12.81
11.43
1 2 .21
1 3 .08
15.0413
.44
13
.46
1 3 .73
1 3 .74
13
.59
13
.45
13
.53 13.70
13
.62
1 3 .2 2
13
.43
14.18
14.92
14.73
13
.39
14.18
1 3 .1 8 1 3 .1 8
14
.20
13.1513.2713.42
1 3 .2 8
1 2 .5 8
11 .9 9
13.27
13
.43
12.86
12.3712.69
12.48
12
.22
11
.95
11.3112.68
12.32
1 2 .1 0
12
.22
12
.68
11.58
12
.06
12.69
11.43
13 .10
12.42
12.50
12
.18
13.43
12.68
11
.92
12
.40
12
.73
13.01
14
.20
14.20
13.42
13
.10
13
.65
14.17
13
.62
13.2513.21
14.01
13
.59
13.31
14
.03 1 4 .2
1
1 4 .35
1 4 .59
1 5 .65
1 5 .82
1 5 .38
1 4 .56
1 4 .41
1 4 .41
1 4 .20
1 4 .19
1 4 .21
1 4 .17
1 4 .46
1 4 .42
1 4 .38
1 2 .88
1 2 .07
11.02
11.02
1 0 .60
10.09
14 .65
Ref Nail At Base Of KerbAssumed Datum 10.00 m
Pow
er P
ole
Opp
.
>>>>>>
Ilbery StreetBitumen
Mountable
WS
E
N
NOTE/BEWARE:ADVISE TRADESO/Head power lines
Pow
er P
ole
Opp
.
>>>>>>
Cons
umer
Ove
rhea
d Po
wer C
able
T
TR[
]
(top&gl)
(top&gl)
(top&gl)
(top&gl)
TF[ ] (top&
gl)
TR[ ]
(top&
gl)
TF[ ]
(top&gl)
(top&gl)
TR[]
(top&gl)
TF[ ]
14.99TF[ ]
TR[ ]
TF[ ]
TR[ ]TR[ ]
(top&gl)
TR[]
TF[ ]
TR[](top&gl)
TR[]
13
.43
TR[]
13
.43
TR[]
TR[ ]
TR[ ]
TR[]
TF[]
TF[ ]
10.67
TF[]
TR[]
10.17 TF[]
10.11
10
.21
TR[ ]
TR[ ]
TR[ ]
TR[ ]
TR[ ]
TR[ ]
Brick & Tile-Clear
Galv. & Galv.-Clear
Galv.Shed
PEGGONE
PEGGONE
PEGGONE
PEGGONE
Sewer M/S(10.25) Bitumen
Crossover
Con
cret
e D
rivew
ay
SandPiles
L'stoneRet Walls
L'stoneRet Wall
L'stoneRet Wall
Step
Step
Step
Step
Step
Fibro Fence(Poor Cond.)
Fibro Fence(Fair Cond.)
Brick & TileOn Slab
#9
Shad
e H
ouse
Galv. PatioApprox. F/L
13.39
RockRet Walls
Rubble
SandPile
L'stone Ret WallL'stone Ret Wall
L'stone Ret Wall L'stone Ret Wall
L'stone Ret Wall
L'stone Block & Rock Tiered Wall Base
L'stone Block & RockTiered Wall Base
L'stone Block & RockTiered Wall Base
L'stone Block & RockTiered Wall Base
PorchUMR
Brick & FibroGarage. Approx.
F/L 14.29
Balcony
Firs
t Flo
or
2-Storey Fibro& Fibro On
Brick/Stumps
#13
8.5
9.0
8.5
9.5
10.0
10.5
11.0
11.0
10.5
11.5
12.0
12.513.0
14.5
15.0 15
.5
14.0
13.5
14.0
14.0
14.5
13.5
13.5
12.0
12.5
13.0
13.5
13.012.5
11.512.0
Sewer JunctionIn: 6.4Inv: 7.4 Depth: 3.0NOTE: UP
BEWARE:Deep sewer junction.Check With Water CorpBUILDER and PLUMBERcheck GRADE.
OceanViews
(top&gl)
13
.44
13
.39
14.29
SETOUT POINT SETOUT POINT
SETOUT POINTSETOUT POINT
GASINSTANT
HWU
15,868Ref:
'1' CONTRACT
AP SP
13.11.18'2'
DRAFTING AMEND. (T.BROAD) SP
SP 19.11.18
'3' '4' '5'
'6''7''8''9'
SITE ADDRESS:
THIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT :
OWNER ................................DATE...............................
OWNER ...............................DATE................................
BUILDER ...............................DATE................................
BUILDERS REGISTRATION N° 1204916 FROBISHER STREET,OSBORNE PARK W
A 6017Phone (08) 9208 1111 Fax (08) 9208 1122
Copyright 2006
DATE: 19/11/2018SCALE: 1:100
JOB N°:REVISION N°:
VARIATIONS:
05
©SALES:
DRAWN:
W. PAULL
AP
SHEET N°: of
13
1808018M
GR
OU
ND
FLOO
R PLA
N
2
REV:DESCRIPTION:
CHK:DATE:
AXELSEN
LOT 238 #11 ILB
ERY STR
EETQ
UIN
NS R
OC
KS
WA
6030
CLIENT:TH
E AN
SWER
PRO
MO
STANDARD UPDATE = 150410 DD
INT:
25x3210 SD
25x3210 SD
16x
1210
OBS
12x
610
FO
BS 2
5x18
10 S
D 1
6x23
10 A
16x
1810
A
16x3410 A
16x
3410
A
1200TF
GLAZED
16x
2210
A
820
SD S
OFF
ITC
EILI
NG
OVE
R
820
2057
x115
0D
HO
SD S
OFF
ITC
EILI
NG
OVE
R
720
720
820
SD SOFFITCEILING OVER
SD SOFFIT CEILING OVER
2x8
2018
0° H
ING
ES1s
t82
0
720
16x
1210
OBS
25x
3210
SD
16x
2310
A
16x1810 A 16x1810 A
2057
x130
0D
HO
SHR
WM
SHR
FR
PTYPTY
DW
MW
SD
SD
D.P
D.P
D.P
D.P D.P
D.P
D.P
D.P
D.P
MH
V
CL
D.P
D.PD.P
S1
S1
D7
1
4
12,9905,400 7,590
5,400 230 3,040 90 800 3,200 230
390 5,010 230 3,240 800 90 3,000 230
5,400 230 3,040 90 910 90 3,000 230
5,400 230 3,040 90 2,100 90 1,810 230
230 8,440 90 1,000 90 2,910 230
230 8,440 90 4,000 230
230 8,440 90 1,510 90 2,400 230
1,190 3,210 1,000 890 1,810 2,190 1,810 890
12,9905,000 2,000 5,990
5,000 390 1,610 230 5,530 230
5,000 390 1,610 230 4,040 190 1,300 230
4,500 500 190 1,810 230 1,030 90 4,410 230
5,000 230 1,910 90 1,03090
1,000 90 3,320 230
390 4,610 230 1,910 90 5,530 230
230 4,910 90 1,910 90 5,530 230
230 5,820 90 2,120 90 1,820 90 2,500 230
230 8,030 90 4,410 230
990 3,210 800 550 1,260 190 590 3,410 1,990
25,79
025
,790
230
1,000
2,980
1,000
902,9
3090
4,000
902,0
6073
090
3,000
902,0
0090
1,000
904,0
0023
0
230
4,980
902,9
3090
4,000
9070
01,3
6073
090
3,000
9060
01,4
0090
1,000
904,0
0023
0
230
4,980
901,1
5090
1,690
904,0
0090
2,000
9072
03,0
7090
4,110
901,4
4090
1,450
230
6,190
1,210
1,790
2,310
990
1,810
1,590
1,810
1,090
1,210
690
610
4,490
230
8,000
904,0
0090
700
1,300
906,9
7090
4,000
230
25,79
06,5
003,5
0010
,490
5,300
5,200
1,300
1,500
2,000
230
10,03
023
05,3
00
5,200
800
500
1,500
390
1,610
230
10,03
023
04,9
1039
0
950
4,250
390
910
230
14,74
090
4,000
230
1,200
4,000
1,300
230
5,590
9070
08,3
6090
4,000
230
590
3,410
2,500
690
2,210
600
790
2,310
690
3,210
3,490
5,300
1,120
2,000
1,210
910 90 1,910
700
1,700
2,805
240 610240
3
2
28c CLPAVED @ -1c
ALFRESCO
LAUNDRYTILED
BATHTILED
TILED
BATH
LVL
T-BAR @ 25c
TOP OF PIERFOOTING @ -3c
TOP OF PIERFOOTING @ -3c
TRIM OUTS CEILINGFRAMING 500x500FOR R/HOODS
PLUMB& ELEC
PRELAYS
DW T
APR/HOODGAS HP2x UBO
28c CLPAVING @ -1c
VERANDAH
28c CLPAVING @ -1cPORTICO
LVL
KITCHEN31c CL
TILED
LIVING31c CL
TILED
DINING31c CL
IT NOOK
ROBE
ROBE
ROBE
TILED
ENTRY31c CL
FREE
STAN
DING
BATH
BY
OWNE
R
THEATRECARPET
BED 2CARPET
BED 3CARPET
BED 4CARPET
SCULLERYTILED
WCTILED
MASTER SUITECARPET
WIRCARPET
ENSUITETILED
WCTILED
SPANDREL25c-28c
SPANDREL25c-28c
RETAININGWALLS BY
OWNER
STAIRS BYOWNER 1
234567891011121314151617
DN
OVERALL
BED 4 BED 3
BED 3BED 4 RB
RB
PASS BED 3BED 4
ALFRESCO OVERALL
ALFRESCOPIER
ALFRESCO
ALFRESCO IT NOOK PASSAGE WC
BATHPASSLIVING/ KITCHEN
LIVING/ KITCHEN
LIVING/ KITCHEN
BED 2
ROBE
LINEN
LINEN
1000hWALL
OVERALL
MASTER SUITE
MASTER SUITE WIR
ENSUITE
ENSUITEWCPASS
PASS
THEATRE
THEATRE
STAIRSRET. WALL
PORTICOPIER
PORTICOPIER
ENTRY
PASSAGE
PASSAGE
VERANDAH OVERALL
VERANDAHPIER
DINING
DINING PANTRY SCULLERY LAUNDRY
SCULLERY/ LAUNDRYDINING/ KITCHEN
OVER
ALL
WIR
PASS
PASS
MAST
ER S
UITE
MAST
ER S
UITE
ENSU
ITE
ENSU
ITE
WC
SHR
THEA
TRE
THEA
TRE
THEA
TRE
LAUN
DRY
LAUN
DRY
SCUL
LERY
NIB
LINLINRB
BED
2
BED
2
BED
2
BATHBA
THNI
B
WC
PASS
PASS
AGE
BED
3
BED
3
ROBEBE
D 4
ROBE
NIB
PANT
RYKI
TCHE
N/ IT
NOO
KTH
EATR
EMA
STER
SUI
TE
OVER
ALL
VERA
NDAH
O'A
LLPO
RTIC
O O'
ALL
PIER
PIER
PIER
PORT
ICO
PIER
VERA
NDAH
DINI
NG/ L
IVIN
G
DINI
NG/ L
IVIN
G
ENTR
Y/ K
ITCH
EN/ IT
NOO
KBE
D 4
BED
4EN
TRY
PORT
ICO
NIB
KITC
HEN/
IT N
OOK
ALFR
ESCO
ALFR
ESCO
OVE
RALL
TILED
TILED
A/C AIRINTAKE
NOTES:EXTERNAL WALLS CONSISTS OF 230mmWIDE CAVITY BRICK CONST., UNLESSNOTED OTHERWISE. 90mm EXTERNALLEAF & 90mm INTERNAL LEAF.
ALL INTERNAL WALLS ARE PLASTEREDUNLESS NOTED OTHERWISE.
DOWNPIPES & FLOOR WASTESPOSITIONED AT PLUMBERS DISCRETION.FINAL POSITION MAY VARY TO PLAN.
CEILING INSULATION TO HOUSE & GARAGETO BCA REQUIREMENTS AS PER ADDENDA.
28c CEILINGS UNLESS OTHERWISE NOTED.
FLASHING NOTE:ALL CAVITY CLOSERS AND STRUCTURALCOLUMNS TO BE FLASHED WITH ALCORE
FLASHING AS PER A.S.
ENERGY EFFICIENCYCOMPLIANCE:
* R 4.0 CEILING INSULATION* SELF SEALING EXHAUST FANS
* THERMAL BREAK TO BELOCATED VERTICALLY
BETWEEN THE GARAGE SLABAND THE INTERNAL
BRICKWORK.
PLUMBER NOTE:PLUMBER TO INSTALL FLOOR WASTES
WHERE REQUIRED IN ACCORDANCE WITHTHE HEALTH ACT & NCC/BCA.
EXTENT OF 28cSQUARE BULKHEAD
SHOWN DASHED
RETA
ININ
G W
ALL
STAI
RS
BRICK LAYER NOTE:CORBEL BRICK BAND TO FRONT ELEVATION:
EXTENT OF CORBELED BRICK BAND TOFRONT ELEVATION & RETURNS ONLY.
31c CL
LVL
LVL
550x550
4-HINGES
T-BA
R OV
ER
T-BAR OVER
31c CL
R/HO
ODT-
BAR
OVER
FIXING CARPENTERNOTE:LINEN:
4x 450w SHELVESROBES:
LAMINATE SHELF & RAIL @ 1750
NOTE: UPRIGHT SUPPORTPANELS REQUIRED FOR
SHELVING EXCEEDING 1800mm.EXACT LOCATIONS DETERMINEDON SITE AT FIXING CARPENTERS
DISCRETION
5kW PV PANELSLOCATION TBC
31c CL
610w x 1029hRECESS
HEAD @ 23cSILL @ 11c
EXTENTOF 2cH
CORBELBRICKBAND
EXTENT OF2cH CORBELBRICK BAND
EXTENT OF 2cHCORBEL BRICK
BANDSHOWN DASHED
BRICKWORK BUILT ON TOPOF PROPOSED RETAINING
WALLS BY OWNER
REVERSE CYCLEA/C UNIT
1000L x 500W x 50HCONCRETE SLAB
840
BRICKLAYER NOTE:EXTERNAL BRICKS TO BE290 X 162 X 90 (1st externalcourse to be 2 course bricks
laid in THIRD BOND)
GASINSTANT
HWU
SITE CLASSIFICATION : AFOOTING DETAIL : D10VWIND CATEGORY : N2COASTAL CONDITIONS : CAT 1
ENGINEERS NOTE:ALL ENGINEERS NOTATIONS, BEAM
LAYOUTS & STRUCTURAL COLUMNS AS PERENGINEERS DRAWINGS.
DOUBLE GLAZING:DOUBLE GLAZING TO ALL WINDOWS ANDSLIDING DOORS EXCLUDING WET AREAS
AND TIMBER JOINERY.
STAIR INFO:RISER HEIGHT = 172mm
GOING = 250mm
AREASNameALFRESCO
GARAGE
HOUSE
PORTICO
STORE
VERANDAH
Area28.620
42.682
243.392
2.600
7.754
10.000
335.048 m2
Perimeter21.400
26.231
77.560
6.600
14.569
14.000
'1'
CONT
RACT
AP
SP
13.
11.18
'2'
DRAF
TING A
MEND
. (T.BR
OAD)
SP
SP
19.11.
18'3'
'4'
'5'
'6' '7' '8' '9'
SITE
ADD
RESS
:
THIS
IS O
NE O
F TH
E DR
AWIN
GSRE
FERR
ED T
O IN
THE
CON
TRAC
T :
OWNE
R ....
........
........
........
....DA
TE....
........
........
........
...
OWNE
R ....
........
........
........
...DAT
E.....
........
........
........
...
BUILD
ER ...
........
........
........
....DA
TE....
........
........
........
....
BUILD
ERS
REGI
STRA
TION
N° 1
2049
16 F
ROBI
SHER
STR
EET,
OSBO
RNE
PARK
WA
6017
Phon
e (08
) 920
8 11
11 Fa
x (08
) 920
8 11
22Co
pyrig
ht 20
06
DATE
: 19
/11/20
18SC
ALE:
1:10
0
JOB
N°:
REVI
SION
N°:
VARI
ATIO
NS:
07
©SA
LES:
DRAW
N:W
. PAU
LLAP
SHEE
T N°
: of
13
1808
018M
ELEV
ATIO
NS (A
2)
2
REV:
DESC
RIPT
ION:
CHK:
DATE
:A
XELS
EN
LOT
238
#11
ILB
ERY
STR
EET
QU
INN
S R
OC
KS
WA
6030
CLIE
NT:
THE
AN
SWER
PR
OM
O
STAN
DARD
UPD
ATE
= 15
0410
DD
INT:
FL 0 (0c)
CL 2692 (31c+ PLATE)
CL -429 (-5c)
FL -3000 (-35c)
FL 0 (0c)
CL 2692 (31c+ PLATE)
28c 31c
25c
0c
25c
9c
25c
-8c
31c
0c
25c
5716mm
-1c
-3c
28c
( 27c AFL)( 30c AFL)
TOR @ 14.460 TOR @ 14.400
TOR @ 12.010TOR @ 12.410TOR @ 12.810
2,571
429
2,692
2,692
ENTRYDOOR
T-BAR @ 25c
AUTO-SECTIONAL DOOR
T-BAR @ -8c (27c AFL)
SPANDREL25c - 28c
2cHCORBELBRICKBAND
SILLS 10mmRECESSED
FACEBRICK
CORBEL BRICK BAND TO FRONT ELEVATION:EXTENT OF CORBELED BRICK BAND TOFRONT ELEVATION & RETURNS ONLY.
RETAINING WALLBY OWNER
STAIRSBY OWNER
25° PITCH METAL ROOF
METAL GUTTERS,FASCIA AND DOWNPIPES
A AF
FF S S
TOP OF PIERFOOTING @ -3c
PROPOSEDSTEPPED CAVITYRETAINING BYOWNER
PROPOSEDCAVITYRETAINING WALLBY BUILDER
1234567891011121314151617
NGL @ GARAGE
NGL @ HOUSE
PROPOSEDRETAINING WALL
BY OWNER
EXISTING LIMESTONERETAINING WALL
BRICKWORK BUILT ON TOPOF PROPOSED RETAINING
WALLS BY OWNER
FL 0 (0c)
FL -3000 (-35c)
FL 0 (0c)
CL 2692 (31c+ PLATE)
0c
25c
CL 2435 (28c+ PLATE)
25c
9c
28c 25c 25c
9c
28c 31c
25c
9c
5716mm
-1c
-3c ( 30c AFL)
TOR @ 14.460
TOR @ 14.180TOR @ 13.420
TOR @ 12.690 TOR @ 12.810TOR @ 12.410
TOR @ 12.010TOR @ 11.700
TOR @ 11.270TOR @ 11.030
TOR @ 10.510
TOR @ 14.460TOR @ 14.460
2,571
429
2,692
2,435
SPANDREL25c - 28c
RETAININGWALL
BY OWNER
SILLS 10mmRECESSED
FACEBRICK
TOP OF PIER FOOTING @ -3cTOP OF PEIR FOOTING @ -3c
25° PITCH METAL ROOF
METAL GUTTERS,FASCIA AND DOWNPIPES
RETAINING WALLBY OWNER
FAA F
S FF S
A F2cH CORBELBRICK BAND
STAIRS BEHINDSHOWN DASHED
NGL
LINE OFDRIVEWAYBEYOND
NGL
EXISTING LIMESTONERETAINING WALL
EXISTING LIMESTONERETAINING WALLS
PROPOSED LIMESTONERETAINING WALL
BY OWNER
PROPOSED LIMESTONERETAINING WALL
BY OWNER
ADDITIONAL LIMESTONERETAINING TO TOP OF EXISTING
LIMESTONE RETAINING WALLBY OWNER
EXISTING LIMESTONERETAINING WALL
EXISTING LIMESTONERETAINING WALL
BRICKWORK BUILT ON TOP OFPROPOSED RETAINING WALLS
BY OWNER
A
CL -429 (-5c)
FL 0 (0c) FL 0 (0c)
CL 2435 (28c+ PLATE)
0c
25c 28c
25c
9c
25c
9c
CL 2692 (31c+ PLATE) 31c
25c
28c
25c
5716mm
TOR @ 14.850TOR @ 14.460
2,435 2,6
92
SPANDREL25c - 28c
SILLS 10mmRECESSED
FACEBRICK
TOP OF PIER FOOTING @ -3c
25° PITCH METAL ROOF
METAL GUTTERS,FASCIA AND DOWNPIPES
AF
FSSF
PROPOSEDPANEL & POST
RETAINING WALLBY OWNER
PROPOSED LIMESTONERETAINING WALL
BY OWNERF AAA
CL -429 (-5c)
FL 0 (0c)
CL 2692 (31c+ PLATE)
FL -3000 (-35c)
CL 2435 (28c+ PLATE)
FL 0 (0c)
25c
9c
25c
9c
25c
9c
25c
9c
25c
13c
25c
0c
31c 31c
25c 28c
-35c
-12c
5716mm
1800
-1c
-3c
( 23c AFL)
( 0c AFL)
TOR @ 14.170 TOR @ 14.200TOR @ 13.420 TOR @ 13.430
TOR @ 12.680 TOR @ 12.690
TOR @ 14.400
TOR @ 13.650
TOR @ 13.050
TOR @ 12.450
TOR @ 14.460
( 6c AGL)-29c
2,571
429
2,692
2,435
PROPOSED CAVITYRETAINING WALL
BY BUILDER
OBSOBSOBS SPANDREL25c - 28c
GARAGEDOOR
SILLS 10mmRECESSED
FACEBRICK
25° PITCH METAL ROOF
METAL GUTTERS,FASCIA AND DOWNPIPES
FS FA
FS
A F F SF
REVERSECYCLE A/C
UNITGAS
INSTANTHWU
2cH CORBELBRICK BAND
EXISTING LIMESTONERETAINING WALL
EXISTING LIMESTONERETAINING WALL
EXISTING LIMESTONERETAINING WALL
PROPOSEDSTEPPED CAVITYRETAINING WALL
BY BUILDER
NGL
ADDITIONAL LIMESTONERETAINING TO TOP OF EXISTING
LIMESTONE RETAINING WALLBY OWNER
5kW PV PANELSLOCATION TBC
A A
G
E
COMBM/BOX
1 ELEVATION1:100
2 ELEVATION1:100
3 ELEVATION1:100
4 ELEVATION1:100