a2 floor plan layout - wanneroo.wa.gov.au€¦ · docno:50299:a2:drawings revision vo # drn date...
TRANSCRIPT
22 MOUNT STREET PERTH PH: 9261 1888REG. BUILDER Nº: 9769
A.B.N. 54 052 543 450BGC RESIDENTIAL PTY LTD
DOCNO:50299:A2:DRAWINGS
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
AMENDMENT AV 04.03.20AMENDMENT AV 10.03.20AMENDMENT AV 23.03.20
CLIENT:
DATE:
CLIENT:
DATE:
BUILDER:
DATE:
CLIENT:
ADDRESS:
KUCERA
LOT 1403 (#22)FORREST GROVETWO ROCKS
WEDGEMODEL N°
MAP REF.
COASTAL CATEGORY
HOME ID
WIND RATING
ENGINEERS DETAIL
DATE
SHEET N°
47667
31 /74 /68
R450299
23.03.20
N1
D10V2OF 6
BENCHMARK SPEC
© COPYRIGHT
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
CONDITION
1
25x2
810
6x1
210
OBS
1,200TF 4HS
GLAZED
28x3
610 S
D
17x1
810
15x1
110
OBS
11x6
10 F
OBS
14x1
810
25x1
510 S
D
820MF 3HS
REMOTESECTIONAL DOOR
820 820
720
820
820MF 3HS
820
830wSOFFIT
830wSOFFIT
2000
w x 2
5cOP
ENIN
G
870 SD
830w
SOFF
IT
720
830wSOFFIT
1000w x 25cOPENING
2x820
910w
x 25
cOP
ENIN
G
16x2
810
17x1810 17x1810
1300w x 25cOPENING
720
25x1810 25x1810
V
SHR
WMREC
SHR
MH
S
S
ELEC. HWU
FW
FW
FW
FWRENDERED BRICKWORK TOGARAGE INTERNALLY.
OVERALL
OVERALL
OVER
ALL
OVER
ALL
NOTE:
- PIER & POST FOOTINGS @ -3c
- GARAGE FOOTINGS @ -3c
NOTE:
THE HOME OWNER IS SOLELY RESPONSIBLE FORTHE DESIGN AND CONSTRUCTION OF ALL FUTUREWORKS AND ANY EFFECT IT SHALL HAVE ON THEEXISTING STRUCTURE.
NOTE:
- DO NOT SCALE FROM DRAWINGS DIMENSIONS MUST BEFOLLOWED AND CHECKED ON SITE PRIOR TO THECOMMENCEMENT OF THE WORKS.
- ALL DIMENSIONS SHOWN ON FLOOR PLAN ARE NOMINALDIMENSIONS ONLY WHICH DO NOT INCLUDE PLASTER /PLASTERBOARD.
- DOWN PIPES ARE TO BE LOCATED AT PLUMBERSDISCRETION TO SUIT ROOFWATER VOLUME AND ROOFMEMBERS.
- FLOOR WASTES/ CEILING VENTS/ MANHOLE SHOWNDIAGRAMMATICALLY ONLY AND MAY BE RELOCATED ONSITE AS REQUIRED
- ROOF BEAMS ARE SHOWN DIAGRAMMATICALLY ONLY.
- CL @ 28c THROUGHOUT UNLESS NOTED OTHERWISE.
SCALE 1:100FLOOR PLAN
D.P
D.P
D.P
D.P
D.P
D.P
D.P D.P
FRREC
D.P
NOTE:
DWELLING TO COMPLY WITH AS3959 TOBAL 12.5 RATING.
GAS HP
FW
D.P
DOOR
NOTE:
OWNER SUPPLIED ITEMS AS INDICATED ON PLANS DO NOTFORM PART OF THIS CONTRACT & BUILDING LICENCE. OWNERTO SEEK APPLICABLE APPROVAL(S) & INSTALL AFTERHANDOVER & PRIOR TO OCCUPATION.
NOTE:
230 CAVITY BRICKWORK WITH RENDERED FINISH EXTERNALLY.
ROOF CARPENTER NOTE:
REFER TO SHEET 2 FOR RANGEHOOD CUT-OUT LOCATION.
6 STAR NOTE:
- R4.0 BATTS INSULATION TO CEILINGAREAS OF HOUSE & GARAGE.
- R1.3 WALL INSULATION EXTENT ASSHOWN ON PLANS.
- EXHAUST FAN TO WET AREAS TO HAVEDRAFT STOPPERS.
NOTE:
GLAZING CONSTRUCTION AND INSULATIONTO BE IN ACCORDANCE WITH AS 1288(CURRENT) & AS 2047 (CURRENT)
NOTE:
EXPANSION JOINTS IN MASONRY WALLS IN ACCORDANCE WITHAS 4773. REFER TO ENGINEERS DETAIL FOR POSITION OFEXPANSION JOINTS.
NOTE:
85mm CONCRETE SLAB TOENGINEERS DETAIL.
DOOR
GARA
GE IN
TERN
AL
GARA
GE O
VERA
LL
ROBE ROBE BED 3BED 4
BED 4 BED 3
BATHLINENACTIVITY
ACTIVITY / PASS WC 2
BED 2LIVING
DINING / KITCHEN ROBE / WIP
ALFRESCO OVERALL
B'PIER
B'PI
ER
ALFR
ESCO
OVE
RALL
BED
4AC
TIVI
TYDI
NING
/ LIV
ING
PORT
ICO
INTE
RNAL
ROBE
BED
3
LINEN
PASS
BED
2KI
TCHE
NW
ILW
IRPA
SSRE
TREA
T
MAST
ER S
UITE
WC
1L'D
RYSC
ULLE
RYW
IPRO
BEBE
D 2
WC
2BA
TH
ENS
MAST
ER S
UITE
PIER PIER
PORTICO INTERNAL
PORTICO OVERALL
GARAGE OVERALL
DOOR
SCULLERYDINING / KITCHEN
THEATRE
PASS / SCULLERY
L'DRYWILDINING
ENSWC 1WIRPASS
RETREAT / MASTER SUITEENTRY / PASS
ENTRY RETREAT / MASTER SUITE
RETREAT / MASTER SUITE
GARAGE INTERNAL
THEA
TRE
ENTR
Y
DINING / KITCHEN
PORTICO
D.P
2x UBO
B'PI
ERB'
PIER
BAL 29 NOTE:
- PROVIDE WEEPA VENTS TO BRICKWORK,UPGRADED SEALS TO EXTERNAL HINGEDDOORS {S}, EMBER SEALS TO GARAGEDOORS, R1.3 FOIL BACKED ROOFINSULATION BLANKET TO ENTIRE ROOFAREA & EMBER SHIELDS TO FLUMES TOCOMPLY WITH BUSHFIRE ATTACK LEVEL12.5.
- PROVIDE SCREENING OF ALL OPENABLEPORTIONS OF WINDOWS WITH CORROSIONRESISTANT METAL MESH WITH MAXIMUMAPERTURE OF 2mm TO COMPLY WITHBUSHFIRE ATTACK LEVEL 12.5.
- PROVIDE 5MM TOUGHENED GLASS TO ALLWINDOW GLAZING WITHIN 400mm OFGROUND AND 5MM TOUGHENED GLASS(MINIMUM) TO ALL SLIDING DOORGLAZING TO COMPLY WITH BUSHFIREATTACK LEVEL 12.5.
NOTE:
DRY WALL PLASTERBOARD LINING TOINTERNAL WALLS.
1,30010,6904,300
16,2906,9902,5006,800
27,59
080
07,3
9019
,400
500
6,690
1,400
190
410
290
1,110
290
1,110
290
1,110
290
1,210
300
800
2,400
4,700
5,890
13,80
0
1,785
1,000
27,59
0
650
920
190
1,110
190
41029
01,0
1029
01,2
1029
0
16,290
1,110 290 1,820 290
830
870
1,610
50255
1,900
1,000
5,370
930
300
90
390 2,810 390
190 3,210 190
200 3,590 200
590 5,810 490
6,890 2,410
90 7,830 90 2,310 230
90 8,480 90 1,660 230
230 4,210 90 4,910 90 1,860 90 3,280 230 1,300
6,800 665 1,260 575 1,090 1,810 1,390 1,810 890
90 2,550 90 2,960 90 900 90 2,490 230
90 3,550 90 5,530 230
90 6,710 90 2,550 90 6,530 230
6,600 190 2,510 230 6,530 230
800
2,400
3,370
930
400
1,490
2,810
1,590
900
3,610
1,490
2,810
4,990
1,300
190
6,410
905,5
7023
0
190
3,010
230
4,470
9011
,200
903,8
4090
4,150
230
1,000
800
5,590
1,210
590
1,510
990
1,810
4,790
1,810
1,290
610
590
1,110
4,890
230
4,970
901,8
3090
1,700
903,6
8090
1,900
9060
04,0
3090
900
901,8
5090
4,150
230
230
3,870
901,0
1090
1,830
901,7
0090
6,270
904,0
3090
900
901,8
5090
2,810
901,2
5023
0
230
4,970
901,8
3027
0
4,300 1,590 1,810 3,890 1,810 1,590 1,300
4,210
390
4,210
390
4,210
390
230 8,480 90 1,660 230
230 6,040 90 4,100 230
230 8,500 90 1,640 230
230 6,540 90 510 90 3,000 230
230 5,070 90 5,070 230
230 4,470 60090
600 4,470 230
390 3,91013
,800
4,300
9021
0 9090
210 90
9021
0 9090
21090
AA
3
1
4
390 x 390B'PIER
390 x 390B'PIER
390 x 390B'PIER
450w SHELF &RAIL @ 1700
4 x 450SHELVES
FLUMEDCANOPYR'HOODOVER
4 x 450wSHELVES
450w SHELF &RAIL @ 1700
VERTICALSUPPORT PANEL
EXTENT OF GRANO
CAVITY CLOSER
4 x 450wSHELVES
450w SHELF &RAIL @ 1700
T-BAR LINTEL @ 28c WITHRENDER BWK OVER
SPANDREL
90mm CAVITY
450w SHELF &RAIL @ 1700
CAVITYCLOSER
VERTICALSUPPORT PANELS
VERTICALSUPPORT
PANEL
PLUMB.PRELAY
S/DOORS W/-SOFFIT OVER
S/DOORS W/-SOFFIT OVER
S/DOORS W/-SOFFIT OVER
VERTICALSUPPORT
PANEL
RENDER REVEALSPOP
EXTENT OF CONTRASTINGRENDER SHOWN DASHED
T-BAR LINTELS @ 25c W/- 190wCONTRASTING RENDERED BWK OVER 190 x 390
CONTRASTINGRENDERED B'PIER
GAS HOOD,REGULATOR &
SLAB BY BUILDERGAS BOTTLES
BY OWNER
SUPPORTBRACKETS
SPANDREL
EXTENTOF GRANO
FRAMEDOVER
POPFRAMED OVER
EXTENT OFWALL INSULATIONSHOWN DASHED
5mm TOUGHENEDGLAZING
6mm TOUGHENEDGLAZING
CONCEALED BEAM
TILED
PLASTERBOARD CEILING @ 28cB'PAVED @ -1c
CONCEALED BEAMCO
NCEA
LED
BEAM
CONC
EALE
D BE
AMCO
NCEA
LED
BEAM
TILED
CEILING @ 31cGRANO @ -1c
CEILING @ 28cB'PAVED @ -1c
TAP
TILED
CONCEALED BEAM
290 x 100ATTACHED
PIERS
TAP
TILED
OUTDOORA/C UNIT
CEILING @ 31c
CEILING @ 31c
CEILING @ 31c
VINYL PLANK
VINYL PLANK
VINYLPLANK VINYL
PLANK
VINYLPLANK
VINYLPLANK
VINYLPLANK
CARPET
CARPET
CARPET
CARPET
CARPETCARPET
CARPET
VINYL PLANK
TOP
ONLY
ELECTRICMETERBOX
TILED
T
S
ELEC.PRELAY
WC
WC
TILED
EXTE
NTOF
REN
DER
EXTE
NTOF
REN
DER
VINYLPLANK
5mm TOUGHENEDGLAZING
5mm TOUGHENEDGLAZING
5mm
TOUG
HENE
DGL
AZIN
G
5mm
TOUG
HENE
DGL
AZIN
G5m
m TO
UGHE
NED
GLAZ
ING
5mm
TOUG
HENE
DGL
AZIN
G
5mm TOUGHENEDGLAZING
5mm TOUGHENEDGLAZING
5mm
TOUG
HENE
DGL
AZIN
G
6mm
TOUG
HENE
DGL
AZIN
G
TAP100x100 BERMUDA
SQUARE FLOORWASTE
BR REC450w SHELF
@ 1700h
BED 3BED 4
ACTIVITY
BATH
WC 2
BED 2
WIP
WIL
WIR
THEATRE
ROBE
ROBE
LINEN
ROBE
SCULLERY
L'DRY
RETREAT
ENTRY
LIVING
DINING
KITCHEN
MASTER SUITE
ALFRESCO
PORTICO
GARAGE
2
1680
BAT
HDWREC
D1
D2
RETURNAIR GRILLE
VB
VBENS
WC 1
AREAS:
HOUSE
ALFRESCO
GARAGE
PORTICO
PERIM.(m)86.16
36.20
27.16
13.58
AREA(m2)297.57
59.34
45.17
8.71
410.79 m2
Material Type Roof | MetalSurface Area (m2 on the rake) 493.62
Area [m2 on the flat] 448.39
ROOF QUANTITIES
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
CONTRACT MAB 30.10.19 CJPRE-CONTRACT MAB 11.11.19 AP6 STAR AMEND RDC 13.11.19 APAMENDMENT AV 21.11.19AMENDMENT AV 22.11.19AMENDMENT AV 26.11.19
V.O 1,2 JAR 04.02.20 EPCORRECTIONS AV 05.02.20AMENDMENT AV 06.02.20
V.O. 3,4 AV 26.02.20
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
31.51 m2
28.41 m2
ELEC. HWU
6.0m CONE OF VISION
6.0m CONE OF VISION
T = 9.915G = 8.290
T = 9.915G = 9.000
T = 9.915G = 9.500
T = 9.920G = 9.000
T = 9.920G = 9.680
T = 9.915G = 8.500
NOTE:
DWELLING TO COMPLY WITHAS3959 TO BAL 12.5 RATING.
NOTE:
OWNER SUPPLIED ITEMS ASINDICATED ON PLANS DO NOTFORM PART OF THIS CONTRACT &BUILDING LICENCE. OWNER TOSEEK APPLICABLE APPROVAL(S)& INSTALL AFTER HANDOVER &PRIOR TO OCCUPATION.
NOTE:
THE HOME OWNER IS SOLELYRESPONSIBLE FOR THE DESIGN ANDCONSTRUCTION OF ALL FUTUREWORKS AND ANY EFFECT IT SHALLHAVE ON THE EXISTINGSTRUCTURE.
NOTE:
230 CAVITY BRICKWORK WITHRENDERED FINISHEXTERNALLY.
NOTE:
SAND PAD LEVEL TOLERANCE+/-100mm TO ACCOMMODATE SITECONDITIONS AND RESTRICTIONS.WHERE VARIANCE EXISTS IT MUSTSTILL BE COMPLIANT WITH LOCALAUTHORITY REQUIREMENTS ANDENSURE SURFACE WATER WILL NOTENTER THE BUILDING.
NOTE:
ANY REPAIRS/ REMOVAL/REINSTATING OF FENCINGOR RETAINING WALLS WILLBE THE RESPONSIBILITY OFTHE OWNER.
NOTE:
85mm CONCRETE SLAB TOENGINEERS DETAIL.
COASTAL CONDITION R4
NOTE:
N1 WIND CLASSIFICATION. REFERTO ENGINEERS SPECIFICATION.
NOTE:
- PIER & POST FOOTINGS @ -3c
- GARAGE FOOTINGS @ -3c
SCALE 1:200SITE PLAN
NOTE:
BUILDER TO CONFIRM EXTENT ANDHEIGHT OF EXISTING BRICKWALL TO REAROF LOT. ADDITIONAL RETAINING/BANKINGMAY BE REQUIRED TO REAR.
NOTE:
PROVIDE 1.8M HIGH DIVIDINGFENCE ON TOP OF RETAINING WALLTO ACHIEVE VISUAL PRIVACY - BYOWNER AFTER HANDOVER
T = 9.920G = 8.500
T = 9.920G = 9.350
TRADES NOTE:
PLEASE BE AWARE OFPOWER LINES TO FRONTOF PROPERTY.
T = 9.920G = 8.100
NOTE:
- ALL STORMWATER DISPOSAL TO BECONTAINED ON SITE TO 4 x 1500Ø x 900dINTER-CONNECTED SOAKWELLS.
- SOAKWELL LOCATION MAY BE ADJUSTED ATPLUMBERS DISCRETION TO BCA & LOCALAUTHORITY REQUIREMENTS.
- NO ALLOWANCE HAS BEEN MADE BY THESHIRE OR DEVELOPER FOR OFF SITE STORMWATER DISPOSAL TO MAIN DRAINS.
- BGC HAVE ALLOWED SOAK WELLS WHICHCAPACITY HAS BEEN CALCULATED INACCORDANCE WITH LOCAL AUTHORITY & BCAREQUIREMENTS ALLOWING FOR A 20 YEARSTORM OF A 5 MINUTE DURATION.
- THE BUILDER ACCEPTS NORESPONSIBILITY, SHOULD THE SYSTEM NOTOPERATE CORRECTLY AS A RESULT OFGREATER RAINFALL, ON SITE CONDITIONSSUCH AS LIMESTONE, CLAY, OR HIGH WATERTABLE.
NOTE:
BUILDER TO SUPPLY &INSTALL SEPTIC SYSTEMAND 2 x 9m LEACHDRAINS TO SUIT SITE &COUNCIL REQUIREMENTS.
7,966
26,79
05,7
43
272
28,217
916
11,095
8,156
8,610
4,310
5,427
3,144
6,365
1,508
9,726
14,824
4,310 2,215
13,490
4,540
5,427
4,300
3,144
6,500
1,0005,898
1,000
1,000
1,0001,8
00
1,800
1,500
1,500
2,381
2,244
1,881
1,881
1,509
6,8061,965
6m
AVERAGING
LINE
NEW PANEL &POST RETAININGWALL BY BUILDER
GAS HOOD, REGULATOR& SLAB BY BUILDER
GAS BOTTLES BY OWNER
ELEC.PRELAY
PLUMB.PRELAY
NEW LIMESTONE RETAININGWALL 500m OFF BOUNDARY
1500Ø x 900dINTER-CONNECTED
SOAKWELL
1500Ø x 900dSOAKWELL
1500Ø x 900dINTER-CONNECTED
SOAKWELL
1500Ø x 900dINTER-CONNECTED
SOAKWELL
CROSSOVER BY BUILDERTO SHIRE REQUIREMENTS
NEW LIMESTONERETAINING WALL
BY BUILDER
B'PAVED @ -1cALFRESCO
B'PAVED @ -1c
PORTICO
INCURSION= 16.56m2
COMPENSATION= 59.92m2
PROPOSEDRESIDENCE
S.P.L. @ 9.915F.F.L. 10.00
GRANO @ -1cGARAGE
B'PAVED DRIVEWAY
6m. AVERAGINGLINE
APPROX. LOCATION OF LEACHDRAIN AND SEPTIC TANK
R.L. @ 9.915
R.L.
@ 9.
915
R.L. @ 9.915
R.L. @ 9.915
R.L. @ 9.915
R.L.
@ 9.
915
A = 1.625H
A = 0.915H
A = 0.415H
NEW PANEL &POST RETAININGWALL BY BUILDER
NEW LIMESTONERETAINING WALL
BY BUILDER
NEW PANEL & POSTRETAINING WALL
PLANNING:DESIGN CHANGES MAY BE REQUIRED.DESIGN SUBJECT TO DEVELOPMENT APPROVAL.-OVERLOOKING FROM THEATRE AND ALFRESCO.-LIMESTONE RETAINING WALL EXCEEDING 0.5mHIGH.
A = 1.415H
R.L. @9.915
A = 920H
A = 240H
R.L. @ 9.915
OUTDOORA/C UNIT
SEWERAGE:
GAS:
COMM.
POWER:
WATER:
PRELAID:
SERVICE INFORMATION
THE INFORMATION ON THIS DRAWING ISCURRENT AS AT THE DATE OF SURVEY.SERVICES ARE TO BE CONFIRMED WITHRELEVANT AUTHORITIES.THIS INCLUDES WITHOUT LIMITATION;SEWERAGE, WATER SUPPLY, DRAINAGE,POWER SUPPLY, GAS SUPPLY &COMMUNICATIONS.FURTHER INTERESTS / NOTIFICATIONS /ENCUMBERANCES MAY BE LISTED ON THECERTIFICATE OF TITLE.
TBE - To Be Establish; BTC - Builder To Confirm
5 0 2.5 5 10
ALL DISTANCES ARE IN METRES
COMMON LEGEND
TELSTRA / NBN PIT
STOP VALVE
WATER METER
FLUSH POINT
WATER TAP
POWER POLE
CONSUMER POLE
POWER DOME / PILLAR
LAMP POST
STAY POLE
DRAINAGE MANHOLE
GRATE
GAS METER
SIDE ENTRY PIT
PEG DISTURBED
PEG FOUND
DATUM / CONTROL
PF
Pdist
INSPECTION SHAFT
SEWER MANHOLE
INSPECTION OPENING
SEWIS
IO
SV
PD
CP
SP
LP
PP
TEL / NBN
GAS
PEG GONEPG
M
TAP
HY(GROUND)
HYDRANT
FP
METER CONNECTIONMC
STILL DEEPER
TOP OF RETAINER
99 TOB
99 TOR
99 STILL
99 BOR
TOP OF WALL99 TOW
TOP OF FOOTING99 TOF
G GAS LINE MARKER (PT)
99 BOF BOTTOM OF FENCEFRAME
BOTTOM OF RETAINER
TOP OF BACKINGBLOCK
NORTHWEST
EASTSOUT
H
SEWER INFORMATIONNOT AVAILABLEAT TIME OF SURVEY
NOTE: BOUNDARY POSITION AS PERALIGNMENT
WARNING: BOUNDARY RE-PEG SURVEY WILL BEREQUIRED TO CONFIRM, REPLACE AND/OR ADJUST
BOUNDARY MARKSTO THE CORRECT POSITIONS.
LOT 1403SANDY
BUSH COVER
994 m²
O/HBTC
BTC
BTCYESNO
GAS/ELECTRICMETERBOX
A = 1.420HA = 570H
A = 1.820H
ASSUMED WATERMETER LOCATIONASSUMED POWER
DOME LOCATION
APPROX. LOCATION OF LEACHDRAIN AND SEPTIC TANK
M
PP
PP
PP
UBD MAP :
PROJECT:
PLAN:
REV:
SURVEYOR DRAFTER CHECKED
DRAWINGNo.:
SCALE:REF. :
CLIENT:
BUILDER:AUTHORITY:
H. Grid :V. Datum :
REV.A
DATE OF SURVEY
C/T.:
PLAN:DESCRIPTION
B
SHEET:A.H.D level :Local level :
Approx.distance :
A.H.D. valuederived from :
Distancefrom Datum :
LICENSED SURVEYORS and DEVELOPMENT CONSULTANTS
3 HASLER RD, OSBORNE PARK, WA 6017P.O.Box 1862, Osborne Park DC WA 6916
Telephone (08) 9214 1777www.automatedsurveys.com.au
PACKAGE:
CONCRETE
DRIVEWAY
BITUMEN
CROSSOVER
PG
PG
PG
PGPG
PATIO
PATIO
8.51
9.90
9.96
9.94
11.72
11.69
11.41
11.70
11.13
8.29
8.47
8.71
8.94
8.19
8.25
8.45
8.52
8.51
8.52
9.82
9.39
10.00
9.72
8.95
9.16 9.4
49.8
710
.1010
.1910
.53
10.33
10.24
10.71
10.34
10.37
10.49
9.97 10
.24
10.57
10.85
11.16
10.09
9.73
9.49
8.93
8.72 9.0
5
9.43
9.06
8.77
8.51
10.20
9.83
9.25
9.26
9.90
9.91
9.61
9.66
11.54
11.52
11.52
8.95
9.01
8.87
8.81
8.41
8.24
9.95
10.09
10.35 10
.51 10.61
10.73
10.96
11.20
11.36 11
.43 11.50
11.52
11.5011
.3811
.10
10.54
10.19
9.99
9.49
9.25
9.22
8.37
8.41
11.51
11.56
11.35
11.30
10.94
10.16
9.68
9.298.9
5
8.16
8.25
8.32
8.47
8.50
8.46
8.53
8.88
8.71
8.61
8.99
9.16
FORREST GROVE
WIN.
WIN.
DOOR
WIN.
WIN.
WIN.
WIN.
FLOORRL 11.86
FLOORRL 8.60
BRICK WALL
BRICK RETAINER
1.6m FIBRO FENCE
( FAIR CONDITION )
1.8m
IRON
FEN
CE( F
AIR
COND
ITIO
N )
8.53 BOF
8.37 BOF8.56 BOF
8.36 BOF8.30 BOF
8.24 BOF8.30 BOF
8.24 BOF
9.58 BOF 9.57 BOF
9.95 TOW
9.93 TOW10.45 TOW
10.44 TOW
10.32 PILLAR
9.93 T
OW
9.68 TOW
9.67 T
OW
8.66 TOF
BUILDER TO
CONFIRM
DATUM 10.00ASSUMEDNAIL & PLATE
SINGLE STOREYBRICK & TILERESIDENTIAL
LOT 1415
SINGLE STOREYRENDERED & TILERESIDENTIAL (#20)
LOT 1402
SINGLE STOREYBRICK & IRON
RESIDENTIAL (#24)
LOT 1404
BRICK / IRON
SHED
MAIL BOX
1.6m IRON FENCE
( POOR CONDITION )
UPRIGHT
24.55
40.50
90°0'0"
18.03
90°0
'0"
40.50
108°17'56"
6.52
90°0'0
"
161°
42'4"
8.5
8.5
9.0
9.0
9.5
9.5
10.0
10.0
10.5
10.5
11.0
11.0
TOP
OF B
ANK
BOTTOM OF BANK
BOTT
OM O
F BA
NK
MOUNTABLE KERB
(POOR CONDITION)
17 CRACKS
BRICK / TILE
SHED
1.6m FIBRO FENCE
( FAIR CONDITION )
9.0 9.5
10.0
230767 AB
KUCERA
LOT 1403 (#22 ) FORREST GROVE, TWO ROCKS
31 /74 /68
SITE SURVEY
SITE SURVEY
CITY OF WANNEROOBGC RESIDENTIAL PTY LTDC 50299
P 105641357/603
28/01/2020 SXC DEM
ASSUMEDLOCAL
10.00- none - 0.9 km FROM COAST LINE
6.4 km FROM LAKE
1: 200 @ A3
1 of 1
SETOUT POINTsetout line length = 29.75
setou
t line
leng
th =
30.97
4,300
8,685
16.56 m2
100mm Ø PVC PIPEFOR FUTURE
RETICULATION
CUT-OFF GRATES
1200ØTANK
1500ØTANK
DIVERTER
6M AVERAGINGDIAGRAMSCALE 1:200
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
SETBACK
SETOUT
SETO
UT
SETOUT
SETOUT
SETBACK
Sub-contractors to verify all dimensions on site.
AMENDMENT AV 04.03.20AMENDMENT AV 10.03.20AMENDMENT AV 23.03.20
DOCNO:50299:A2:DRAWINGS
CLIENT:
DATE:
CLIENT:
DATE:
BUILDER:
DATE:
OF 6
REVISION VO #DRN DATE CHK
CONTRACT MAB 30.10.19 CJPRE-CONTRACT MAB 11.11.19 AP6 STAR AMEND RDC 13.11.19 APAMENDMENT AV 21.11.19AMENDMENT AV 22.11.19AMENDMENT AV 26.11.19
V.O 1,2 JAR 04.02.20 EPCORRECTIONS AV 05.02.20AMENDMENT AV 06.02.20
V.O. 3,4 AV 26.02.20
HOME ID SHEET N°
50299 OF 6
22 MOUNT STREET PERTH PH: 9261 1888REG. BUILDER Nº: 9769
A.B.N. 54 052 543 450BGC RESIDENTIAL PTY LTD
DOCNO:50299:A3:DRAWINGS
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
AMENDMENT AV 04.03.20AMENDMENT AV 10.03.20AMENDMENT AV 23.03.20
CLIENT:
DATE:
CLIENT:
DATE:
BUILDER:
DATE:
CLIENT:
ADDRESS:
KUCERA
LOT 1403 (#22)FORREST GROVETWO ROCKS
WEDGEMODEL N°
MAP REF.
COASTAL CATEGORY
WIND RATING
ENGINEERS DETAIL
HOME ID
DATE
SHEET N°
47667
31 /74 /68
R450299
23.03.20
N1
D10V2 OF 6
BENCHMARK SPEC
© COPYRIGHT
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
CONDITION
2
25c
CEILING 2692 (31c+ PLATE) 28c
COLORBOND ROOF ON24º43'0" (25º) PITCH.
NOTE:
230 CAVITY BRICKWORK WITH RENDEREDFINISH EXTERNALLY.
31c
34c
28c 25c
0c
25c
0c
25c
0c
25cCEILING 2435 (28c+ PLATE)
SCALE 1:100ELEVATION 1
300 3,590 300
RENDER
RENDER
DURAPLANKCLADDINGT-BAR LINTELS @ 25c
W/- 190w CONTRASTINGRENDERED BWK OVER
T-BAR LINTEL @ 28c WITHRENDER BWK OVER
N.G.L.
190 x 390 CONTRASTINGRENDERED B'PIER
NEW PANEL &POST RETAININGWALL BY BUILDER
SPANDREL
BARGE &CAPPING
REMOTESECTIONAL DOOR
N.G.L.
O'HANG O'HANG
F.F.L. 0 (0c)
25c 28c 28cCEILING 2435 (28c+PLATE)
NOTE:
BUILDER TO CONFIRM EXTENT AND HEIGHT OFEXIST. BRICKWALL AT REAR OF LOTADDITIONAL RETAINING / BANKING MAY BEREQUIRED TO REAR.
25c
8c
25c
8c
SCALE 1:100ELEVATION 3
720
SPANDREL
NEW LIMESTONERETAINING WALL
BY BUILDER
390 x 390 B'PIER
EXTENT OF 1.8m HIGHFENCE BY OWNERSHOWN DASHED
B'DR
YRENDER
F.F.L. 0 (0c)
EXIST. BRICK WALL(NEW LIMESTONE RETAINING WALL BEYOND)N.G.L.
25c
SCALE 1:100SECTION A-A
11c
0c
28c 25c
500 BOXED &LINED EAVES
500 BOXED &LINED EAVES SCULLERYKITCHENDINING
(LIVING BEYOND)THEATRE
F.F.L. 0 (0c)
CEILING 2435 (28c+ PLATE)CEILING 2435 (28c+ PLATE)
CEILING 2692 (31c+ PLATE)
NOTE:
85mm CONCRETE SLAB TO ENGINEERS DETAIL.
REFER TO ENGINEERS DETAILS FOR CONCRETE FOOTINGS,WATERPROOFING, SLAB & SAND PAD REQUIREMENTS
REFER TO SPECIFICATIONS FORROOF MEMBER SIZES & SPACINGS
25c
33c
SCALE 1: 20DETAIL 1
31c
25c
28c
100 300400
CONTRASTINGRENDER
GUTTER &FASCIA
90x35 STUDWORK
WALL PLATES
CEILING@ 28c
CEILINGJOIST
400 BOXED &LINED EAVES
DURAPLANKCLADDING
FLASHING
PLATES
COLORBOND ROOFON 24º43'0" PITCH (25º)
T-BAR LINTEL @ 25cW/- 190w CONTRASTINGRENDERED BWK OVER
190 x 390CONTRASTING
RENDERED B'PIER
PORTICO
28c
SCALE 1: 20DETAIL 2
CORNICE
LINTEL @ 25c
RAFTERBATTEN
500 BOXED &LINED EAVES
GUTTER &FASCIA
COLORBOND ROOFON 24º43'0" PITCH (25º)
CEILING JOIST
PLASTERBOARD
THEATRE
EAVES500
CEILING @28c + PLATEWALL PLATE
RENDER
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
CONTRACT MAB 30.10.19 CJPRE-CONTRACT MAB 11.11.19 AP6 STAR AMEND RDC 13.11.19 APAMENDMENT AV 21.11.19AMENDMENT AV 22.11.19AMENDMENT AV 26.11.19
V.O 1,2 JAR 04.02.20 EPCORRECTIONS AV 05.02.20AMENDMENT AV 06.02.20
V.O. 3,4 AV 26.02.20
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
SCALE 1: 50CUT-OUT LOC'NRANGEHOOD
NOTE:
SPACE ROOF MEMBERSTO ALLOW FOR 500 x500 SQ. CLEARANCE FORRANGEHOOD CUTOUT.
CL
500
500
2,100
22 MOUNT STREET PERTH PH: 9261 1888REG. BUILDER Nº: 9769
A.B.N. 54 052 543 450BGC RESIDENTIAL PTY LTD
DOCNO:50299:A3:DRAWINGS
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
AMENDMENT AV 04.03.20AMENDMENT AV 10.03.20AMENDMENT AV 23.03.20
CLIENT:
DATE:
CLIENT:
DATE:
BUILDER:
DATE:
CLIENT:
ADDRESS:
KUCERA
LOT 1403 (#22)FORREST GROVETWO ROCKS
WEDGEMODEL N°
MAP REF.
COASTAL CATEGORY
WIND RATING
ENGINEERS DETAIL
HOME ID
DATE
SHEET N°
47667
31 /74 /68
R450299
23.03.20
N1
D10V2 OF 6
BENCHMARK SPEC
© COPYRIGHT
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
CONDITION
3
28c
25c 25c
31c 34c
CEILING 2435 (28c+PLATE) 25c
0c
25c
9c
28c
0c
28cCEILING 2692 (31c+PLATE)
COLORBOND ROOF ON24º43'0" (25º) PITCH.
NOTE:
230 CAVITY BRICKWORK WITH RENDEREDFINISH EXTERNALLY.
23c
-1c
SCALE 1:100ELEVATION 2
600100
300
DURAPLANKCLADDING
T-BAR LINTELS @ 25cW/- 190w CONTRASTINGRENDERED BWK OVER
DRIVEWAY
SPANDREL
N.G.L. TO B'DRY
NEW LIMESTONE RETAININGWALL BY BUILDER
SPANDREL
BARGE & CAPPING
190 x 390CONTRASTING
RENDERED B'PIER
390 x 390 B'PIERS390 x 390
B'PIER
EXTENT OF 1.8m HIGHFENCE BY OWNERSHOWN DASHED
RENDER
O'HANG
F.F.L. 0 (0c)
31c
NEW PANEL &POST RETAININGWALL BY BUILDER
NEW LIMESTONE RETAININGWALL BY BUILDER
25c 25c 25c
31c 34c
28c
11c 12c 19c
25c
0c
25c
10c
25c
14c
25c
8c
25c 19c
14c
25c
SCALE 1:100ELEVATION 4
300100
500
DURAPLANKCLADDING
190 x 390CONTRASTING
RENDERED B'PIER
N.G.L.
GAS HOOD, REGULATOR & SLABBY BUILDER GAS BOTTLES
BY OWNER
FLASHING
RENDERE
GAS HWU
OBSOBS
N.G.L.
OBS
O'HANG
F.F.L. 0 (0c)
CEILING 2435 (28c+ PLATE)
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
CONTRACT MAB 30.10.19 CJPRE-CONTRACT MAB 11.11.19 AP6 STAR AMEND RDC 13.11.19 APAMENDMENT AV 21.11.19AMENDMENT AV 22.11.19AMENDMENT AV 26.11.19
V.O 1,2 JAR 04.02.20 EPCORRECTIONS AV 05.02.20AMENDMENT AV 06.02.20
V.O. 3,4 AV 26.02.20
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
22 MOUNT STREET PERTH PH: 9261 1888REG. BUILDER Nº: 9769
A.B.N. 54 052 543 450BGC RESIDENTIAL PTY LTD
DOCNO:50299:A3:DRAWINGS
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
AMENDMENT AV 04.03.20AMENDMENT AV 10.03.20AMENDMENT AV 23.03.20
CLIENT:
DATE:
CLIENT:
DATE:
BUILDER:
DATE:
CLIENT:
ADDRESS:
KUCERA
LOT 1403 (#22)FORREST GROVETWO ROCKS
WEDGEMODEL N°
MAP REF.
COASTAL CATEGORY
WIND RATING
ENGINEERS DETAIL
HOME ID
DATE
SHEET N°
47667
31 /74 /68
R450299
23.03.20
N1
D10V2 OF 6
BENCHMARK SPEC
© COPYRIGHT
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
CONDITION
4
FR REC
GAS HP2x UBO
DWREC
WMREC
FR REC
GAS HP2x UBO
1
SCALE 1: 50SCULLERY LAYOUT
3,680
901,9
00
1,450
450
4501,210
1,660
600
SUPPORTBRACKET
VERTICALSUPPORT
PANEL
SUPPORTBRACKET
4 x 450wSHELVES
WIP
TOPONLY
VINYLPLANK
VINYLPLANK
4
321
SCALE 1: 50KITCHEN LAYOUT
CL
1,503
597
597
1,503
20
1,050
600200
6001,200800
1,935
2045
089
061
02,2
2020
1,000
4,210
1,060
4,220
5,270
650
PLUMB.PRELAY
ELEC.PRELAY
4 EQ.
PAN
ELS
(NO
KICK
ER)
BANK OF 4DRAWERS
O'HANG
S
CEILING @31cVINYLPLANK
FLUMED CANOPYR'HOOD OVER
1
SCALE 1: 50LAUNDRY LAYOUT
9006001,780
3,280901,860
500910450
450
1,250
1,700 VERTICAL
SUPPORTPANEL
4 x 450wSHELVES
450w SHELF@ 1700h
WIL
BRREC
TROUGHMIXER T
S1
500
400
400
400
943
RETURNTILING
RETURNTILINGVERTICAL
SUPPORT PANEL
SUPPORT BRACKETS
WIP W/- 4 x 450wSHELVES
WIP
SHE
LVES
K3
FLUMEDCANOPYR'HOOD
RETURNTILING
2x UBO
FIXED PANELS
GAS HPFRREC.
943
700
K2
943
700
200
FLUMEDCANOPYR'HOOD
O'HANG
K1
943
BANK OF 4DRAWERS
DWREC
K4
943 4 EQ. PANELS ( NO KICKERS)
CL
CL
450
1,200
500
400
400
400
1,700
TROUGHMIXER
WMREC
WM TAPS
TR
WIL W/- 4 x 450wSHELVES
WIL
SHEL
VES
BR RECW/ 450wSHELF
@ 1700h
BR S
HELV
ES
L1
VERTICALSUPPORT
PANEL
NOTE:
EXTENT OFTILING SHOWNSHADED.
NOTE:
CABINET MAKER TO PROVIDEVENTING TO OVEN AS PERMANUFACTURERS DETAILS.
DISHWASHER PROVISION:
- 610w OPENING UNDER BENCH TOP.
- COLD WATER OUTLET.
- SINK TRAP SUITABLE TO CONNECTDISHWASHER WASTE.
- SUPPLY S.G.P.O.
- CABINETWORK CUTOUT FOR SERVICES BYDISHWASHER INSTALLER.
NOTE:
ALL EXTERNAL TILEDCORNERS TO BE MITRED.
NOTE:
BUILDER TO SUPPLY TEMPLATEFOR 20mm ESSASTONE BENCHTOPTO KITCHEN ONLY.
NOTE:
ALL DIMENSIONS SHOWN ARE NOMINAL DIMENSIONSONLY WHICH DO NOT INCLUDE PLASTER/ PLASTERBOARD/ TILING/ LAMINATE PANELS.
NOTE:
SOFT CLOSERS TO ALL DOORS & DRAWERS.
NOTE:
RECESSED LAMINATEDFINGER PULLS TO ALLCABINETRY.
NOTE:
PROVIDE SCALLOPED EDGE TO TOP &UNDERMOUNT SINK.
APPLIANCES
MAKEMODEL
FINISH
HWDCU
T-OU
T
2x UBO (FLUSH) R/HOOD (FLUMED)FISHER & PAYKEL
598597565
FISHER & PAYKEL
1039
HC90PLX4
STAINLESS STEEL
898500
GAS HP
52
CG905CNGX2
STAINLESS STEEL
914533
FISHER & PAYKELOB60SC5LCX1
BRUSHED STAINLESSSTEEL WITH BLACK GLASS
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
CONTRACT MAB 30.10.19 CJPRE-CONTRACT MAB 11.11.19 AP6 STAR AMEND RDC 13.11.19 APAMENDMENT AV 21.11.19AMENDMENT AV 22.11.19AMENDMENT AV 26.11.19
V.O 1,2 JAR 04.02.20 EPCORRECTIONS AV 05.02.20AMENDMENT AV 06.02.20
V.O. 3,4 AV 26.02.20
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
22 MOUNT STREET PERTH PH: 9261 1888REG. BUILDER Nº: 9769
A.B.N. 54 052 543 450BGC RESIDENTIAL PTY LTD
DOCNO:50299:A3:DRAWINGS
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
AMENDMENT AV 04.03.20AMENDMENT AV 10.03.20AMENDMENT AV 23.03.20
CLIENT:
DATE:
CLIENT:
DATE:
BUILDER:
DATE:
CLIENT:
ADDRESS:
KUCERA
LOT 1403 (#22)FORREST GROVETWO ROCKS
WEDGEMODEL N°
MAP REF.
COASTAL CATEGORY
WIND RATING
ENGINEERS DETAIL
HOME ID
DATE
SHEET N°
47667
31 /74 /68
R450299
23.03.20
N1
D10V2 OF 6
BENCHMARK SPEC
© COPYRIGHT
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
CONDITION
5
6x1
210
SHR
SHR
1680
BAT
H
21 3
CLCLCL
CLCL
SCALE 1: 50BATHROOM LAYOUT
368200882
800200900200900
3,000
200
405
950
900
SHRSCREEN
150w SHRSCREEN
DOUBLE TOWELRAIL @ 1000h
PIVOTDOOR
MIXER
VB
13
CLCL
CL
SCALE 1: 50ENSUITE LAYOUT CL
450 1,275
1,500 90 900
550
1,830
1,920
550
200 405
990 2,490
WC ROLLHOLDER@ 650h 400w SHR
SCREEN
680w SHRSCREEN
SPLAYEDTILED SILL
2x SINGLETOWEL
RAIL@ 900h
& @ 1700h
PIVOT
DOOR
WC
100x100 BERMUDASQUARE FLOOR
WASTE
2
MIXERVB
1 2CL
SCALE 1: 50WC LAYOUT
450
450
900
1,640
WC ROLLHOLDER @ 650h
WC
NOTE:
EXTENT OFTILING SHOWNSHADED.
NOTE:
ALL EXTERNALTILED CORNERSTO BE MITRED.
NOTE:
BUILDER TO SUPPLY TEMPLATEFOR 20mm ESSASTONE BENCHTOPTO BATHROOM & ENSUITE.
NOTE:
ALL DIMENSIONS SHOWN ARE NOMINAL DIMENSIONSONLY WHICH DO NOT INCLUDE PLASTER/ PLASTERBOARD/ TILING/ LAMINATE PANELS.
NOTE:
SOFT CLOSERS TOALL DOORS &DRAWERS.
NOTE:
RECESSED LAMINATEDFINGER PULLS TO ALLCABINETRY.
WC2
WC ROLLHOLDER @ 650h
WC1
WC ROLLHOLDER@ 650h
E1
2,000
800
MIXER
200h TILED HOBS
WC ROLLHOLDER@ 650h
SPLAYEDTILED SILL
RETURNTILING
1590w x 1000h FRAMED MIRROR
OVER
ALL T
ILES
E2
CL
1,000
800
2,000SHR
MIXER
OVER
ALL T
ILES680w SHR
SCREEN
400w SHRSCREEN
SPLAYEDTILED SILL
OVERHAEAD SHR ROSE @ 1900
200h TILED HOBS
1900
B3
40080
0
200h TILED HOB
DOUBLETOWEL RAIL
@ 1000h
RETURNTILING
TILED BATH HOB
B2
CL
CL
400
200
1,000
2,000
800
MIXER
150w SHRSCREEN
BATH
BATH SPOUT& MIXER
900w x 1000hFRAMEDMIRROR
SHRMIXER
PIVOTDOOR
OVER
ALL T
ILES
HANDHELD SHRROSE @ 1900
1900
200h TILED HOBSB1
CL 2,000
800 1,0
00
SHRSCREEN
SHRMIXER
OVER
ALL T
ILES
HANDHELD SHRROSE @ 1900
1900
200h TILED HOBS
DOUBLETOWEL RAIL
@ 1000h
E3
CL
1,000
2,000
SPLAYEDTILED SILL
SINGLETOWELRAIL @1700h
SINGLETOWELRAIL @
900h
OVERHEAD SHRROSE @ 1900h
SHRMIXER
OVER
ALL T
ILES
PIVOTDOOR
200h TILED HOB
1900
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
CONTRACT MAB 30.10.19 CJPRE-CONTRACT MAB 11.11.19 AP6 STAR AMEND RDC 13.11.19 APAMENDMENT AV 21.11.19AMENDMENT AV 22.11.19AMENDMENT AV 26.11.19
V.O 1,2 JAR 04.02.20 EPCORRECTIONS AV 05.02.20AMENDMENT AV 06.02.20
V.O. 3,4 AV 26.02.20
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
22 MOUNT STREET PERTH PH: 9261 1888REG. BUILDER Nº: 9769
A.B.N. 54 052 543 450BGC RESIDENTIAL PTY LTD
DOCNO:50299:A3:DRAWINGS
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
AMENDMENT AV 04.03.20AMENDMENT AV 10.03.20AMENDMENT AV 23.03.20
CLIENT:
DATE:
CLIENT:
DATE:
BUILDER:
DATE:
CLIENT:
ADDRESS:
KUCERA
LOT 1403 (#22)FORREST GROVETWO ROCKS
WEDGEMODEL N°
MAP REF.
COASTAL CATEGORY
WIND RATING
ENGINEERS DETAIL
HOME ID
DATE
SHEET N°
47667
31 /74 /68
R450299
23.03.20
N1
D10V2 OF 6
BENCHMARK SPEC
© COPYRIGHT
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
CONDITION
7
V
MH
S
S
ELEC. HWU
D.P
D.P
D.P
D.P
D.P
D.P
D.P D.P
D.P
GAS HP
D.P
D.P
POPPOP
INST.
GAS HOOD,REGULATOR &
SLAB BY BUILDERGAS BOTTLES
BY OWNER
ROBE
ROBE
ROBE
GAS/ELECTRICMETERBOX
ROBE
BED 3BED 4
ACTIVITYBATH
WC 2
BED 2
WIP
WIL
WIR
THEATRE
SCULLERY
L'DRY
RETREAT
ENTRY
LIVING
DINING
KITCHEN
MASTER SUITE
ALFRESCO
PORTICO
GARAGE
SCALE 1:100ELECTRICAL PACKAGE LAYOUT
ENS
WC 1
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
CONTRACT MAB 30.10.19 CJPRE-CONTRACT MAB 11.11.19 AP6 STAR AMEND RDC 13.11.19 APAMENDMENT AV 21.11.19AMENDMENT AV 22.11.19AMENDMENT AV 26.11.19
V.O 1,2 JAR 04.02.20 EPCORRECTIONS AV 05.02.20AMENDMENT AV 06.02.20
V.O. 3,4 AV 26.02.20
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
22 MOUNT STREET PERTH PH: 9261 1888REG. BUILDER Nº: 9769
A.B.N. 54 052 543 450BGC RESIDENTIAL PTY LTD
DOCNO:50299:A3:DRAWINGS
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
AMENDMENT AV 04.03.20AMENDMENT AV 10.03.20AMENDMENT AV 23.03.20
CLIENT:
DATE:
CLIENT:
DATE:
BUILDER:
DATE:
CLIENT:
ADDRESS:
KUCERA
LOT 1403 (#22)FORREST GROVETWO ROCKS
WEDGEMODEL N°
MAP REF.
COASTAL CATEGORY
WIND RATING
ENGINEERS DETAIL
HOME ID
DATE
SHEET N°
47667
31 /74 /68
R450299
23.03.20
N1
D10V2 OF 6
BENCHMARK SPEC
© COPYRIGHT
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18
CONDITION
8
D.P
D.P
D.P
D.P
D.P
D.P
D.P D.P
D.P
D.P
D.P
POPPOP
REVISION VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
CONTRACT MAB 30.10.19 CJPRE-CONTRACT MAB 11.11.19 AP6 STAR AMEND RDC 13.11.19 APAMENDMENT AV 21.11.19AMENDMENT AV 22.11.19AMENDMENT AV 26.11.19
V.O 1,2 JAR 04.02.20 EPCORRECTIONS AV 05.02.20AMENDMENT AV 06.02.20
V.O. 3,4 AV 26.02.20
STD Drawn By: RC 21.12.16 AMEND 5: CE 30.10.18