450m² 1887 432m² 1889€¦ · bitumen 1886 vacant / sandy weed 450m² 1885 vacant / sandy / weed...
6
EXISTING SITE PLAN 1:200 LOT DRAINAGE CONFIRM NO SERVICE AVAILABLE LOCATED WATER O / H U / G GAS POWER TELE. SEWERAGE LOT RECORDS SERVICE STATUS APPROX. AHD + 10.91m DISTANCE COASTAL AREA: LOT: AREA: ACCURATE GEODETIC CONNECTION. APPROXIMATE AHD CONNECTION ONLY, HEIGHT RESTRICTIONS REQUIRE POSITION & / OR AVAILABILITY ON SITE. BUILDER / CLIENT TO CONFIRM SERVICES MARKED CONFIRM REQUIRE SERVICE LEGEND SWA S. WIRE ANCHOR POWER PP CP LP SP LIGHT POLE STAY POLE CONSUMER POLE POWER POLE UNI PILLAR EC EXPOSED CABLES GAS METER GM PRE-LAID CONN. GPL IS IO INSPECT. SHAFT INSPECT. OPENING SEWERAGE HOUSE CONNECTION HC MANHOLE SMH HCI HOUSE CONN. INDICATOR ISC INSPECT. SHAFT CONNECTION PIT TELE. TEL PRE-LAID CONN. TPL DRAINAGE MANHOLE GULLY PIT DMH LOT PIT LDP HOUSE CONN. SIDE ENTRY PIT COMBINATION ENTRY PIT DHC WATER METER M STOP VALVE FLUSH POINT WATER TAP HYDRANT WATER WTP HY FP WSV PRE-LAID CONN. WPL PF PD PG PEG FOUND PEG DISTURBED PEG GONE DATUM NAIL MARK ON FEATURE MOF SURVEY SEWER CONNECTION POSITION APPROXIMATE ONLY SEWER INVERT LEVEL SEWER BROUGHT UP DEPTH TO CONNECTION N 5 0 2.5 5 10 15 NOTE : RESTRICTIVE COVENANT - SEE DP 54898 & DOC N706290 GROUND COVER SANDY / WEED / RUBBISH E S : GPS : UBD REF Easements, Caveats, Covenants etc. All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig" BUILDER'S REF SURVEYED for underground services & a site inspection. boundary POSITION is APPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances including This PLAN is current at the Surveyed Date, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastral TITLE : LOT : DWG No REV : CLIENT FEATURE SURVEY NOTE BUILDER AUTHORITY C/T : : : SHEET of 15 : SCALE @ A3 SUBURB c STANDFAST NOMINEES 1996 www.linkssurveying.com.au W: [email protected] (08) 9354 8511 P: E: SEABREEZE DR 30 7.7 7.02 23.3 30 10.24 83°39'31" 90° 143°8'50" 165°12'57" 90° 147°58'42" EXIST. 1.8m HIGH METAL FENCE GOOD COND. EXIST. 1.8m HIGH METAL FENCE GOOD COND. SINGLE STOREY BRICK & METAL RESIDENCE APPROX. FFL 11.00m SINGLE STOREY BRICK & METAL RESIDENCE #10 APPROX. FFL 11.37m PF DATUM NAIL 10.00m ASSUMED VALUE DATUM NAIL 10.84m ASSUMED VALUE ALFRESCO EXIST. L.STONE RET. WALL GOOD COND. TOP OF RET. WALL 11.63m TOP OF RET. WALL 11.63m TOP OF RET. WALL 12.75m TOP OF RET. WALL 12.75m TOP OF RET. WALL 11.28m TOP OF RET. WALL 11.27m TOP OF RET. WALL 10.90m TOP OF RET. WALL 10.88m SEMI-MOUNT. KERB GOOD COND. MOUNT. KERB GOOD COND. LP HCI IS HC HC TEL WPL STREET TREE HT 1m 11.00 11.00 11.0 0 11.0 0 11.00 11.00 10.50 10.5 0 10.50 10. 50 42 H 6 13/06/19 34646 YANCHEP 37185-01-100 1888 No. 8 SEABREEZE DR A WILLIAMS RESIDENTIAL BUILDING WA PTY LTD CITY OF WANNEROO DP : 54898 2934/736 1:200 31.53952° 115.62261° 1888 600m NEW 08/2017 713 m² 10.88 10.88 10.91 12.58 11.27 11.32 11.31 11.26 10.92 11.21 11.28 11.12 10.91 12.73 12.57 12.56 11.61 11.55 11.53 11.13 10.87 10.81 10.85 10.80 10.86 11.17 11.12 10.83 10.84 10.82 10.80 10.88 10.85 10.82 10.80 10.83 11.09 11.15 11.11 11.09 11.14 10.76 10.80 10.82 10.83 10.84 10.84 10.97 10.98 10.85 10.86 10.86 10.85 10.84 10.86 10.79 10.75 10.66 11.03 10.73 10.61 10.55 10.55 10.44 10.26 10.56 10.66 10.77 10.40 10.85 10.13 10.13 10.15 10.19 10.23 10.32 10.37 10.45 10.59 10.74 10.92 11.02 10.43 10.39 11.01 10.25 11.03 10.40 11.00 11.00 PG PG MOF MOF SAND BANK PG EXIST. L.STONE RET. WALL GOOD COND. EXIST. L.STONE RET. WALL GOOD COND. BITUMEN 1886 VACANT / SANDY / WEED 450m² 1885 VACANT / SANDY / WEED 629m² 1887 432m² 1889 450m² SINGLE STOREY BRICK & METAL RESIDENCE WELL CLEAR 1884 450m² SMH 8.59 1.50 0.94 WORKING DRAWINGS THIS IS ONE OF THE DRAWINGS REFERRED TO IN THE CONTRACT. DATED:......./......./....... BUILDER OWNER OWNER WITNESS WITNESS WITNESS REV VO # DRN DATE CHK Sub-contractors to verify all dimensions on site. VNX 10.07.19 KJB 01 P&C IT # 10-12 TAF 09.08.19 TAF 14
Transcript of 450m² 1887 432m² 1889€¦ · bitumen 1886 vacant / sandy weed 450m² 1885 vacant / sandy / weed...
EXISTING SITE PLAN1:200
LOT
DRAINAGECO
NFIR
M
NO S
ERVI
CE
AVAI
LABL
E
LOCA
TED
WATER
O/H
U/G
GAS
POWER
TELE.
SEWERAGE
LOT RECORDS
SERVICE
STATUS
APPROX.AHD + 10.91m
DISTANCECOASTAL
AREA:LOT:
AREA:
ACCURATE GEODETIC CONNECTION.
APPROXIMATE AHD CONNECTION ONLY,HEIGHT RESTRICTIONS REQUIRE
POSITION & / OR AVAILABILITY ON SITE.BUILDER / CLIENT TO CONFIRMSERVICES MARKED CONFIRM REQUIRE
SERVICE LEGEND
SWAS. WIRE ANCHOR
POWER
PP
CP
LP
SP
LIGHT POLE
STAY POLE
CONSUMER POLE
POWER POLE
UNI PILLAR
ECEXPOSED CABLES
GAS
METER GM
PRE-LAID CONN. GPL
IS
IO
INSPECT. SHAFT
INSPECT. OPENING
SEWERAGE
HOUSE CONNECTION HC
MANHOLE SMH
HCIHOUSE CONN.INDICATOR
ISCINSPECT. SHAFTCONNECTION
PIT
TELE.TEL
PRE-LAID CONN. TPL
DRAINAGEMANHOLE
GULLY PIT
DMH
LOT PIT LDP
HOUSE CONN.
SIDE ENTRY PIT
COMBINATIONENTRY PIT
DHC
WATER METER M
STOP VALVE
FLUSH POINT
WATER TAP
HYDRANT
WATER
WTP
HY
FP
WSV
PRE-LAID CONN. WPL
PF
PD
PG
PEG FOUND
PEG DISTURBED
PEG GONE
DATUM NAIL
MARK ON FEATURE MOF
SURVEY
SEWER CONNECTION POSITIONAPPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
N
5 0 2.5 5 10 15
NOTE : RESTRICTIVE COVENANT - SEE DP 54898 & DOC N706290
GROUND COVERSANDY / WEED / RUBBISH
ES:GPS:UBD REF
Easements, Caveats, Covenants etc. All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig"BUILDER'S REF SURVEYED
for underground services & a site inspection.
boundary POSITION is APPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances includingThis PLAN is current at the Surveyed Date, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastral
TITLE : LOT :
DWG No REV
:CLIENTFEATURE SURVEY
NOTE
BUILDER AUTHORITY C/T :::
SHEET of 15
:
SCALE @ A3
SUBURB
c STANDFAST NOMINEES 1996
www.linkssurveying.com.auW:[email protected]
(08) 9354 8511P:
E:
SEABREEZE DR
30
7.7
7.02
23.3
30
10.24
83°39'31"
90°
143°8'50"
165°12'57"
90°
147°
58'42
"
EXIST.
1.8m HIGH METAL FENCE
GOOD COND.
EXIST. 1.8m HIGH
METAL FENCE GOOD COND.
SINGLE STOREY BRICK & METAL RESIDENCEAPPROX. FFL 11.00m
SINGLE STOREY BRICK & METAL RESIDENCE #10APPROX. FFL 11.37m
PF
DATUM NAIL
10.00
m
ASSU
MED VA
LUE
DATUM NAIL 10.84m ASSUMED VALUE
ALFRESCO
EXIST.L.STONE RET. WALL
GOOD COND.
TOP OF RET. WALL 11.63m
TOP OF RET. WALL 11.63m
TOP OF RET. WALL 12.75m
TOP OF RET. WALL 12.75m
TOP OF RET. WALL 11.28m
TOP OF RET. WALL 11.27m
TOP OF RET. WALL 10.90m
TOP OF RET. WALL 10.88m
SEMI-MOUNT. KERBGOOD COND.
MOUNT. KERBGOOD COND.
LP
HCIIS
HCHC
TEL
WPL
STREET TREE HT 1m
11. 0
0
11. 0
0
11. 0
011
.00
11 . 00
11. 00
10. 5
0
10. 5
0
10.5
0
10 . 50
42 H 6
13/06/1934646
YANCHEP
37185-01-100
1888 No. 8 SEABREEZE DR
A
WILLIAMSRESIDENTIAL BUILDING WA PTY LTD CITY OF WANNEROO
DP : 548982934/736
1:200
31.53952° 115.62261°
1888
600mNEW 08/2017
713 m²
10.88
10.88
10.91
12.58
11.27
11.32
11.31
11.26
10.92
11.21
11.28
11.12
10.91
12.73
12.57
12.56
11.61
11.55
11.53
11.13
10.87
10.81
10.85
10.8010.
8611.17
11.12 10.
8310.
84
10.82
10.80
10.88
10.8510.
8210.8010.
8311.09
11.15
11.11
11.09
11.14
10.76
10.80 10.
82 10.83
10.84
10.84
10.97
10.98
10.85
10.86
10.86
10.85
10.8410.
86
10.7910.
75
10.66
11.0310.
73
10.61 10.
55
10.55
10.44
10.26
10.56
10.66
10.77
10.4010.
85
10.13
10.13
10.15
10.19
10.23
10.32
10.37
10.45
10.59
10.74
10.92
11.02 10.
4310.
39
11.01
10.25
11.03
10.40
11.00
11.00
PG
PG
MOF
MOF
SANDBANK
PG
EXIS
T.L.S
TONE
RET
. WAL
L
GOO
D CO
ND.
EXIST.
L.STONE RET. WALL
GOOD COND.
BITUMEN
1886VACANT / SANDY / WEED
450m²
1885VACANT / SANDY / WEED
629m²
1887
432m²
1889
450m²
SINGLE STOREY BRICK & METAL RESIDENCE WELL CLEAR
1884
450m²
SMH
8.591.500.94
WORKING DRAWINGSTHIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
VNX 10.07.19 KJB01 P&C IT # 10-12 TAF 09.08.19 TAF
14
SOIL CLASSIFICATION:A - SANDY SITE.
PLEASE REFER TO ENGINEER'S SITECLASSIFICATION REPORT FOR ADDITIONALINFORMATION AND REQUIREMENTS.
T
DP DP DP
DP
DP FROMUPPER FLOOR
DP FROMUPPER FLOOR
DP FROMUPPER FLOOR
DP FROMUPPER FLOOR
DPDP
DP
DP RAINWATERHEAD
FW
FW
FW
FW
7,003
SETOUT
7,310SETOUT
4,200
SETO
UT
22,585SETOUT
SETO
UT P
TSE
TOUT
LIN
E24
,267
SETOUT LINE28,903
4,200
17,29
02,7
77FR
OM B
OUND
ARY
TO S
ETOU
T PO
INT
RESI
DENC
ESE
TOUT
LINE
CHE
CK
12,9146,6909,300FROM BOUNDARYTO SETOUT POINT
RESIDENCESETOUT LINE CHECK
SETO
UT LI
NEDI
MENS
IONS
SETOUT LINEDIMENSIONS
SITE PLAN1:200
LOCATION GRANO m² B'PAVED m²
39.17 48.25
00.00 7.39Path & Porch
Garage, Driveway &Crossover
SITE COVERAGESITE AREA = 713.00 m²
FLOOR AREA = 243.81 m²SITE COVERAGE = 34.19 %
T.O.
F. @
-4c
T.O.
F. @
-4c
DP
4,700
4,000
2,177
2,000
1,000
LOT
DRAINAGECO
NFIR
M
NO S
ERVI
CE
AVAI
LABL
E
LOCA
TED
WATER
O/H
U/G
GAS
POWER
TELE.
SEWERAGE
LOT RECORDS
SERVICE
STATUS
APPROX.AHD + 10.91m
DISTANCECOASTAL
AREA:LOT:
AREA:
ACCURATE GEODETIC CONNECTION.
APPROXIMATE AHD CONNECTION ONLY,HEIGHT RESTRICTIONS REQUIRE
POSITION & / OR AVAILABILITY ON SITE.BUILDER / CLIENT TO CONFIRMSERVICES MARKED CONFIRM REQUIRE
SERVICE LEGEND
SWAS. WIRE ANCHOR
POWER
PP
CP
LP
SP
LIGHT POLE
STAY POLE
CONSUMER POLE
POWER POLE
UNI PILLAR
ECEXPOSED CABLES
GAS
METER GM
PRE-LAID CONN. GPL
IS
IO
INSPECT. SHAFT
INSPECT. OPENING
SEWERAGE
HOUSE CONNECTION HC
MANHOLE SMH
HCIHOUSE CONN.INDICATOR
ISCINSPECT. SHAFTCONNECTION
PIT
TELE.TEL
PRE-LAID CONN. TPL
DRAINAGEMANHOLE
GULLY PIT
DMH
LOT PIT LDP
HOUSE CONN.
SIDE ENTRY PIT
COMBINATIONENTRY PIT
DHC
WATER METER M
STOP VALVE
FLUSH POINT
WATER TAP
HYDRANT
WATER
WTP
HY
FP
WSV
PRE-LAID CONN. WPL
PF
PD
PG
PEG FOUND
PEG DISTURBED
PEG GONE
DATUM NAIL
MARK ON FEATURE MOF
SURVEY
SEWER CONNECTION POSITIONAPPROXIMATE ONLYSEWER INVERT LEVELSEWER BROUGHT UPDEPTH TO CONNECTION
N
5 0 2.5 5 10 15
NOTE : RESTRICTIVE COVENANT - SEE DP 54898 & DOC N706290
GROUND COVERSANDY / WEED / RUBBISH
ES:GPS:UBD REF
Easements, Caveats, Covenants etc. All SERVICES require verification from the relevant AUTHORITY - suggest contacting "Dial Before You Dig"BUILDER'S REF SURVEYED
for underground services & a site inspection.
boundary POSITION is APPROXIMATE & requires survey confirmation - Check Landgate Plan & Certificate of Title for Encumbrances includingThis PLAN is current at the Surveyed Date, NOT FOR CONSTRUCTION purposes without site corroboration. The cadastral
TITLE : LOT :
DWG No REV
:CLIENTFEATURE SURVEY
NOTE
BUILDER AUTHORITY C/T :::
SHEET of 15
:
SCALE @ A3
SUBURB
c STANDFAST NOMINEES 1996
www.linkssurveying.com.auW:[email protected]
(08) 9354 8511P:
E:
SEABREEZE DR
30
7.7
7.02
23.3
30
10.24
83°39'31"
90°
143°8'50"
165°12'57"
90°
147°
58'42
"
EXIST.
1.8m HIGH METAL FENCE
GOOD COND.
EXIST. 1.8m HIGH
METAL FENCE GOOD COND.
SINGLE STOREY BRICK & METAL RESIDENCEAPPROX. FFL 11.00m
SINGLE STOREY BRICK & METAL RESIDENCE #10APPROX. FFL 11.37m
PF
DATUM NAIL
10.00
m
ASSU
MED VA
LUE
DATUM NAIL 10.84m ASSUMED VALUE
ALFRESCO
EXIST.L.STONE RET. WALL
GOOD COND.
TOP OF RET. WALL 11.63m
TOP OF RET. WALL 11.63m
TOP OF RET. WALL 12.75m
TOP OF RET. WALL 12.75m
TOP OF RET. WALL 11.28m
TOP OF RET. WALL 11.27m
TOP OF RET. WALL 10.90m
TOP OF RET. WALL 10.88m
SEMI-MOUNT. KERBGOOD COND.
MOUNT. KERBGOOD COND.
LP
HCIIS
HCHC
TEL
WPL
STREET TREE HT 1m
11. 0
0
11. 0
0
11. 0
011
.00
11 . 00
11. 00
10. 5
0
10. 5
0
10.5
0
10 . 50
42 H 6
13/06/1934646
YANCHEP
37185-01-100
1888 No. 8 SEABREEZE DR
A
WILLIAMSRESIDENTIAL BUILDING WA PTY LTD CITY OF WANNEROO
DP : 548982934/736
1:200
31.53952° 115.62261°
1888
600mNEW 08/2017
713 m²
10.88
10.88
10.91
12.58
11.27
11.32
11.31
11.26
10.92
11.21
11.28
11.12
10.91
12.73
12.57
12.56
11.61
11.55
11.53
11.13
10.87
10.81
10.85
10.8010.
8611.17
11.12 10.
8310.
84
10.82
10.80
10.88
10.8510.
8210.8010.
8311.09
11.15
11.11
11.09
11.14
10.76
10.80 10.
82 10.83
10.84
10.84
10.97
10.98
10.85
10.86
10.86
10.85
10.8410.
86
10.7910.
75
10.66
11.0310.
73
10.61 10.
55
10.55
10.44
10.26
10.56
10.66
10.77
10.4010.
85
10.13
10.13
10.15
10.19
10.23
10.32
10.37
10.45
10.59
10.74
10.92
11.02 10.
4310.
39
11.01
10.25
11.03
10.40
11.00
11.00
PG
PG
MOF
MOF
SANDBANK
PG
EXIS
T.L.S
TONE
RET
. WAL
L
GOO
D CO
ND.
EXIST.
L.STONE RET. WALL
GOOD COND.
BITUMEN
1886VACANT / SANDY / WEED
450m²
1885VACANT / SANDY / WEED
629m²
1887
432m²
1889
450m²
SINGLE STOREY BRICK & METAL RESIDENCE WELL CLEAR
1884
450m²
SMH
8.591.500.94
5110wB'PAVED
DRIVEWAY
B'PAVED CROSSOVERBY BUILDER TO
SHIRE REQUIREMENTS
S'BA
CK
S'BA
CK
S'BAC
K
S'BACK
S'BACK
PROPOSEDRESIDENCE
FFL 11.00PD
GARAGE@ -1c
PORCH@ -1c
PD
100 Ø DIA HOUSE DRAIN
EXISTING HOUSECONNECTION LOCATION
EXISTING POWERDOME LOCATION
PROPOSED WATERMETER LOCATION
EXTENT OFUPPER FLOOR
A/C UNIT
GAS/ELECTRICMETERBOX
2x 1,500 Ø x 1,200DSOAKWELLS
GAS INST. HWU
OVERSHADOWING AREA ON21ST JUNE AT 12 NOON ONTO
ADJOINING LOT 188923.86m² / 450m² = 5.30%
R.L. 10.914
R.L. 10.85
R.L.
10.85
R.L.
10.85
R.L. 10.85
FFL @ -2c
DN
1000wB'PAVEDPATH
STORMWATER CALCULATIONSREQUIRED SOAKWELL CAPACITY.= 1m³ OF STORAGE PER 65m² OF ROOF AREA
REQUIRED MINIMUM TOTAL CAPACITY= ROOF AREA OF (269.58m² / 65m²) x 1m² = 4.15m³
SELECTED SOAKWELLS2 x 1500Ø x 1200D (2.12m³) = 4.24m³
TOTAL SOAKWELL CAPACITY = 4.24m³
NOTE:• INTERCONNECTED STORMWATER DISPOSAL BY
BUILDER TO SHIRE REQUIREMENTS
WORKING DRAWINGSTHIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
VNX 10.07.19 KJB01 P&C IT # 10-12 TAF 09.08.19 TAF
15
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
VNX 10.07.19 KJB01 P&C IT # 10-12 TAF 09.08.19 TAF
WORKING DRAWINGSTHIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
CLIENT:
ADDRESS:
S. P. & J. L. WILLIAMS
LOT 1888 (#8) SEABREEZE DRIVE YANCHEP
© COPYRIGHTMODEL N°
ONE OFF DESIGN
90002
JOB N°
REVISION DATE
SHEET N°
34646OF 15
+ 6 ANC
09.08.1901
1
Roof Area Calculation - All FloorsFloor
Ground floor
1st floor
Pitch
20° 49'24° 25'30° 7'
30° 7'
Area (flat)
59.1734.6133.61
127.39 m²
142.20142.20 m²269.59 m²
Area (pitched)
63.3038.0138.85
140.16 m²
164.40164.40 m²304.56 m²
Floor Areas - All StoriesFloor
1st floor
Ground floor
Location
HOUSEBALCONY
HOUSEGARAGEPORCH
Area
98.9117.06
115.97 m²
199.8741.232.72
243.82 m²359.79 m²
Perimeter
47.9016.92
62.5625.966.62
16x2
010
16x1
410
OBS
25x1
510
SD
2/820TF
1st
720SC
820
820
720
820
820
820
16x2110 16x2110 16x2110
14x7
10 A
OBS
14x1
210
28x3
610
SD28
x301
0 SD
720
720
820
25x2810 A25x1810 A
820
820
870
GROUND FLOOR PLAN1:100
UP
1 2 3 4 5
6
7891011
WMREC
T
FR REC
GASHP
R'HOODOVER UBO
DWREC
DP DP DP
DP
DP FROMUPPER FLOOR
DP FROMUPPER FLOOR
DP FROMUPPER FLOOR
DP FROMUPPER FLOOR
DPDP
DP
DPRAINWATER
HEAD
PH
TAP
TAP
FW
FW
FW
FW
S
S
N
T.O.
F. @
-4c
T.O.
F. @
-4c
DP
1,000 13,990
700
6,490
300
2,010
1,190
1,510
390
1,410
3,490
690 5,110 690 60 1,690 60 790 1,810 890 2,810 390
200
17,29
0
1,200
1,200
485
720
650
730
50
1,160
850
100 810 290
310
290
1,210
290
700
6,490
10,30
0
700
190
6,210
903,9
3090
1,800
901,7
0090
2,370
230
700
190
6,210
902,8
1090
4,070
903,0
1023
0
700
190
6,110
190
2,810
600
901,6
1090
1,770
903,0
1023
0
700
190
710
902,4
1029
02,4
1030
090
10,30
0
1,000 1,190 2,110 2,990 2,110 2,190 2,110 1,290
1,000 230 3,000 90 2,080 90 8,270 230
1,000 230 3,000 90 940 90 1,050 90 8,270 230
1,000 230 3,000 90 940 90 1,050 90 3,585 90 325 90 4,180 230
1,000 230 4,030 90 1,050 90 3,585 415 90 4,180 230
1,000 230 4,030 90 1,050 90 3,585 90 325 90 4,180 230
200
4,890
710
2,690
1,210
390
3,610
390
3,010
390
190
1,010
1,500
230
4,260
5,980
904,0
0023
0
190
1,010
1,500
230
3,080
901,0
0090
610
905,2
8090
4,000
230
200
230
3,370
902,1
2090
1,000
905,9
8090
4,000
230
200
230
2,770
9051
090
1,030
901,0
0090
1,000
905,9
8090
410
903,0
0090
410
230
200
230
2,770
600
901,0
3090
2,090
9010
,070
230
200
230
4,490
902,0
9090
10,07
023
0
200
230
4,490
902,0
9090
410
902,1
6090
7,320
230
200
230
4,490
902,0
9090
2,660
907,3
2023
0
200
230
4,490
902,0
9090
1,070
901,5
0090
7,320
230
17,49
014,990
6,490 1,810 6,690
1,000 230 4,030 90 1,050 90 6,030 90 2,150 230
1,000 230 4,030 90 1,050 90 1,610 90 250 90 3,990 90 250 90 1,810 230
1,000 230 4,030 90 1,050 90 1,200 90 3,400 90 1,300 90 2,100 230
90 6,310 90 2,690 2,000 90 1,300 90 2,100 230
90 6,310 90 3,890 90 4,290 230
190 6,110 190 1,950 90 930 90200
100 1,690 90 3,130 230
230 6,070 190 1,810 230 3,010 90 3,130 230
14,990
2,555
140
690 1,810 690
BB
A A
12
34
GARAGELINED @ 31cGRANO @ -1c
RENDER INTERNALLY
GUEST BED 1
ENS 2WIR
KITCHENBED 3
BED 4
DINING
LIVINGBATH
L'DRY
ENTRY
WIL
STORE
ROBE
PORCH
292mm HIGHB'HEAD
PDR 2
TOP ONLY
WIR
STUDY
THEATRE
ROBE
RECE
SS
BOX GUTTER OVER
A/C UNIT
A/C FLOOR PEN OVER
A/C FLOOR PEN OVER
GAS INST. HWU
GAS/ELECTRICMETERBOX
3c SNAP VENTACCESS PANEL2c AFL
WIP
SHELF LINTEL @ 28c
REMOTECONTROLLED
SECTIONAL DOOR
CAVITY CLOSUREAS DETAIL BA.2
EXTENT OF GRANO
T-BAR @ 25c
LINED @ 31cB'PAVED @ -1c
T-BAR @ 28c
F/H S/D's W/-CORNICE THRU'
F/H S/D's W/-CORNICE THRU'
CORNICE THRU'
pier pier
SELECTEDHANDRAIL TO NCCREQUIREMENT3.9.2.4
VOID EDGE OVER
pier
CORNICE THRU'
gara
gepa
ss
gara
ge
gara
ge (b
etwee
n pier
)
pier
pier
bed 3bed 3
robe
l'dry
pass
bath
wil
pdr 2
wir
bed 4
bed 4
robe
l'dry
bath
bed 4
bed 4
pass
pass wil
pass pdr 2
wir
wir theatre
theatre rec
void
voidtheatre
dining/living
dining/living
living
living
living
theatr
e
theatr
e
theatr
e
rec
void
void
kitch
en/liv
ing
kitch
en/liv
ing
living
living
living
kitch
en/di
ning
kitch
en/di
ning
pd
kitch
en/di
ning
kitch
en/di
ning
wip
wip
pd
wip
wip
store
store
entry
porch
porch
entry
study
study stu
dy
void
robe
pass
stairs
stairs
stairs
gues
t bed
1
gues
t bed
1
gues
t bed
1
gues
t bed
1
wir
ens 2
ens 2
ens 2
bed 3 pass kitchen wip
wippdkitchenpdpassbed 3
bed 3 pass store/stairs wir ens 2
wir ens 2
guest bed 1entry/pass
stairsentrygarage
garage
entry
study
robe guest bed 1
guest bed 1porchgarage (between piers)
DP IN CAVITYFOR BALCONY FW
EXTE
NT O
F BO
UNDA
RY
EXTENT OF BOUNDARY
B.L. @ 25c
CORNICE THRU'
pass
FL @ -2c
DN
EPS LINE OVER
pier
LINE OF WALL OVER
garage (between piers)
LINED @ 28c
EXTENT OF DRYLINESHOWN DOTTED
EXTENT OF DRYLINESHOWN DASHED
void
DP FROM UPPERFLOOR IN CAVITY
pier
pier pier
pass
MH
WIND CLASSIFICATION AS PER A.S. 4055:N2 - FOR GROUND STOREY OF RESIDENCEN2 - FOR UPPER STOREY OF RESIDENCENOTE: FOR RESIDENCES GREATER THAN DOUBLE
STOREY REFER TO THE ENGINEERS OFFICE.DURABILITY CLASS AS PER A.S. 3700:R4 - COASTAL CONDITIONS APPLY
NOTE:• ALL DRAWINGS TO BE READ IN CONJUNCTION WITH
ENGINEER'S DETAILS• WINDOW RESTRICTION TO ALL UPPER FLOOR
BEDROOM WINDOWS AS PER NCC 3.9.2.5
BUSHFIRE PRONE AREA - (BAL-12.5) - min requirements
DWELLING COMPLIES TO BCA 3.7.4 AND AS 3959.
FV
FV
DENOTES HARD-WIREDINTERCONNECTED SMOKEDETECTOR TO A.S. 3786:2014
S
COASTAL CONDITIONS APPLICABLE.THIS PROJECT FALLS WITHIN 1km OF THE COASTLINEAND IN ACCORDANCE WITH TABLE 3.4.4.2. & TABLE3.3.3.2. "PROTECTIVE COATINGS FOR STEELWORK"OF THE BUILDING CODE OF AUSTRALIA, ALLEXTERNAL STEELWORK IS TO BE HOT-DIPGALVANISED AS PER A.S. 4680.
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
VNX 10.07.19 KJB01 P&C IT # 10-12 TAF 09.08.19 TAF
WORKING DRAWINGSTHIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
CLIENT:
ADDRESS:
S. P. & J. L. WILLIAMS
LOT 1888 (#8) SEABREEZE DRIVE YANCHEP
© COPYRIGHTMODEL N°
ONE OFF DESIGN
90002
JOB N°
REVISION DATE
SHEET N°
34646OF 15
+ 6 ANC
09.08.1901
2
18x1810 A
18x3010
82028x3610 SD
6x30
10620
13x1810 A
11x1
810
A
720
820
25x8
10 A
OBS
25x8
10 A
28x3
610
SD
820
9x610 F3 4 5
6
DN
7891011121314151617
N
UPPER FLOOR PLAN1:100
R.A.G.
DP
DP
DP
DP
DP &
SP
DP & SP
FW
FW
FW
S
FW
G.1
FW
BB
A A
12
34
35
35
830
175
35
35
40
190 3,610 200 720 3,010 720
4,000 4,450
90 5,000 90 2,260 90 830 90
90 5,000 90 3,180 90
90 5,000 90 1,760 90 410 90 830 90
90 3,910 90 4,270 90
8,450
1,230
1,190
1,810
3,010
810
790
810
5,000
100
1,230
904,0
0090
1,600
901,0
0090
2,110
904,1
7090
100
1,230
904,0
0090
1,000
901,6
0090
2,110
904,1
7090
100
1,230
904,0
0090
1,000
901,6
0090
1,610
9041
090
4,170
9010
0
1,230
904,0
0090
2,690
902,1
1090
4,170
9010
0
14,65
010
0
600
935 1,810 935 245 610 245 930 1,810 930
90 5,000 90 3,180 90
90 5,000 90 800 90 1,470 90 730 90
90 1,100 90 1,500 90 1,100 90 1,030 90 1,500 90 1,590 90
90 1,100 90 1,500 90 1,100 90 4,300 90
90 1,140 3,550 90 3,490 90
90 3,000 90 1,600 90 3,490 90
90 3,000 90 410 90 1,100 90 3,490 90
3,680 1,100 3,670
10,39
04,2
6010
0
6,860
3,010
520
210
3,610
440
100
1,230
850
902,0
9090
1,990
903,8
7090
4,170
9010
0
901,9
9090
2,090
901,4
9090
410
903,8
7090
4,260
100
903,0
8090
1,000
9090
090
1,000
903,8
7090
4,260
100
903,0
8090
7,040
904,1
2090
5010
0
14,75
0
830
500
1180 X 580BOXED OUT CEILINGTIMBERS FOR A/CRETURN AIR GRILLE
BOX GUTTER BELOW
BALCONY MASTER SUITE
SITTING
GUEST BED 2
WIR
WIR
ENS 1
WCPDR 1
READING NOOK
WC
AS PERDETAIL FA. 7
A/C FLOOR PEN
A/C FLOOR PEN
SELECTEDHANDRAIL TO NCCREQUIREMENT3.9.2.4
sitting
sitting
sitting
balconypost master suite
wir a/c
wir
wir
ens 1
ens 1 shrwcsitting
pass pdr 1 a/c wc shr
guest bed 2wirwcpass
landing stairs guest bed 2
guest bed 2
guest bed 2
reading nook
reading nook a/c
stairs
gues
t bed
2sit
ting
a/cwi
ra/c
read
ing no
ok
read
ing no
ok
stairs
wcpd
r 1
pass
/sittin
g
sitting
sittin
g
sittin
g
maste
r suit
e
balco
ny
balco
ny
balco
nypo
st
maste
r suit
e
maste
r suit
e
maste
r suit
e
maste
r suit
e
wir
wir
wir
a/c
wir
ens 1
ens 1
ens 1en
s 1wc
wc shr
gues
t bed
2
gues
t bed
2
gues
t bed
2
gues
t bed
2
EXTE
NT O
F BO
UNDA
RY
EXTENT OF BOUNDARY
CORNICE THRU'
CORNICE THRU'
CORNICE THRU'
CORNICE THRU'
LINED @ 5832TILED @ -50mm
A/C DUCT
AS PERDETAIL FA. 6
stairs
PLUMBINGDUCT BELOW
PLUMBINGDUCT BELOW
pass
90 SHS, PAINT FINISHAS PER DETAIL
CB.2 & CB.5
CONCEALEDBEAMS AS PER
ENGR'S DETAILS
stairs
DP IN DUCT
6M CONE
OF VISION3M
CONE
OF VISION
WIND CLASSIFICATION AS PER A.S. 4055:N2 - FOR GROUND STOREY OF RESIDENCEN2 - FOR UPPER STOREY OF RESIDENCENOTE: FOR RESIDENCES GREATER THAN DOUBLE
STOREY REFER TO THE ENGINEERS OFFICE.DURABILITY CLASS AS PER A.S. 3700:R4 - COASTAL CONDITIONS APPLY
NOTE:• ALL DRAWINGS TO BE READ IN CONJUNCTION WITH
ENGINEER'S DETAILS• WINDOW RESTRICTION TO ALL UPPER FLOOR
BEDROOM WINDOWS AS PER NCC 3.9.2.5
BUSHFIRE PRONE AREA - (BAL-12.5) - min requirements
DWELLING COMPLIES TO BCA 3.7.4 AND AS 3959.
DENOTES HARD-WIREDINTERCONNECTED SMOKEDETECTOR TO A.S. 3786:2014
S
COASTAL CONDITIONS APPLICABLE.THIS PROJECT FALLS WITHIN 1km OF THE COASTLINEAND IN ACCORDANCE WITH TABLE 3.4.4.2. & TABLE3.3.3.2. "PROTECTIVE COATINGS FOR STEELWORK"OF THE BUILDING CODE OF AUSTRALIA, ALLEXTERNAL STEELWORK IS TO BE HOT-DIPGALVANISED AS PER A.S. 4680.
FV
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
VNX 10.07.19 KJB01 P&C IT # 10-12 TAF 09.08.19 TAF
WORKING DRAWINGSTHIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
CLIENT:
ADDRESS:
S. P. & J. L. WILLIAMS
LOT 1888 (#8) SEABREEZE DRIVE YANCHEP
© COPYRIGHTMODEL N°
ONE OFF DESIGN
90002
JOB N°
REVISION DATE
SHEET N°
34646OF 15
+ 6 ANC
09.08.1901
3ELEVATION 21:100
FL 0c
CL 31c + PLATE
2692
FL 3132
CL 5832
440
2700
3132
5532
0c
25c
31c
25c
9c
25c
9c
28c
4082
583255325018
19c
6c
29c 31c
370
370
3003,170
CUSTOM ORB ROOFCOLORBOND FINISH@ 30° 07' PITCH
TOP OF EXISTINGRETAINING WALL
ALONG BOUNDARY
CONTRASTING COLOURRENDERED DADOPROJECTING 40mm & 20mm
CUSTOM ORB ROOFCOLORBOND FINISH
@ 20° 49' PITCH
HARDI PLANKCLADDING
100mm EPS CLADDINGACRYLIC RENDERED FINISH
2c FACEBRICK
RENDEREDBRICKWORKACRYLIC FINISH
CUSTOM ORB ROOFCOLORBOND FINISH
@ 30° 07' PITCH
FLASHING
O'HANG
O'HANG
O'HANG
GAS/ELECTRICMETERBOX
CUSTOM ORB ROOFCOLORBOND FINISH@ 24° 43' PITCH
FL 0c
CL 31c + PLATE
2692
FL 3132
CL 5832
440
2700
ELEVATION 11:100
0c
7c
25c
3989
55325832
0c
7c
25c
0c
25c
-1c
25c28c
4418
55325532
4760
28c
31c
29c
6070 6070
7138
28c
37c 35c 34c29c 31c
4,800
4,520
RENDEREDBRICKWORKACRYLIC FINISH
CUSTOM ORB ROOFCOLORBOND FINISH@ 30° 07' PITCH
NGL @ BOUNDARY
BARGE & CAPPING
CONTRASTING COLOURRENDERED DADO
PROJECTING 40mm & 20mm
CUSTOM ORB ROOFCOLORBOND FINISH@ 24° 43' PITCH
BARGE & CAPPINGHARDI PLANKCLADDING
WINDOW SURROUNDSAS PER DETAIL FF.1
FLASHINGCUSTOM ORB ROOFCOLORBOND FINISH
@ 30° 07' PITCH
SPANDREL
HARDIPLANK INFILL
GABLE VENT ASPER SELECTION
HARDIPLANK INFILL
GABLE VENT AS PER SELECTION
CUSTOM ORB ROOFCOLORBOND FINISH
@ 24° 43' PITCH
REV VO #DRN DATE CHK
Sub-contractors to verify all dimensions on site.
VNX 10.07.19 KJB01 P&C IT # 10-12 TAF 09.08.19 TAF
WORKING DRAWINGSTHIS IS ONE OF THE DRAWINGS
REFERRED TO IN THE CONTRACT.
DATED:......./......./.......
BUILDER
OWNER
OWNER
WITNESS
WITNESS
WITNESS
CLIENT:
ADDRESS:
S. P. & J. L. WILLIAMS
LOT 1888 (#8) SEABREEZE DRIVE YANCHEP
© COPYRIGHTMODEL N°
ONE OFF DESIGN
90002
JOB N°
REVISION DATE
SHEET N°
34646OF 15
+ 6 ANC
09.08.1901
4ELEVATION 41:100
28c
14c
28c
5532
4589
5532
3989
3359
5532
3989
3359
25c
11c
28c
0c
28c
0c
31c31c
5832
29c
300
370
370
4,085
3,870
CONTRASTING COLOURRENDERED DADO
PROJECTING 40mm & 20mm
CUSTOM ORB ROOFCOLORBOND FINISH
@ 20° 49' PITCH
HARDI PLANKCLADDING
RENDEREDBRICKWORK
ACRYLIC FINISH
100mm EPS CLADDINGACRYLIC RENDERED FINISH
2c FACEBRICK
CUSTOM ORB ROOFCOLORBOND FINISH
@ 30° 07' PITCH
WINDOW SURROUNDSAS PER DETAIL FF.1
TOP OF EXISTINGRETAINING WALLALONG BOUNDARY
NGL @ BOUNDARY
AS PER DETAIL FA. 1AS DETAILFA. 4
O'HANG
O'HANG
O'HANG
FL 0c
CL 31c + PLATE
2692
FL 3132
CL 5832
440
2700
ELEVATION 31:100
FL 0c
CL 31c + PLATE
2692
FL 3132
CL 5832
440
2700
31c28c
12c
58325532
3989
25c
9c
25c
9c
39c
31c
5532
3132
5832
4082
TOP OF EXISTINGRETAINING WALL
ALONG BOUNDARY
2c FACEBRICK
RENDEREDBRICKWORKACRYLIC FINISH
CUSTOM ORB ROOFCOLORBOND FINISH
@ 30° 07' PITCH
100mm EPS CLADDINGACRYLIC RENDERED FINISH CUSTOM ORB ROOF
COLORBOND FINISH@ 30° 07' PITCH
CUSTOM ORB ROOFCOLORBOND FINISH@ 20° 49' PITCH
BARGE & CAPPING
T.O.F. @ -4c
SELECTED BALUSTRADETO NCC REQUIREMENTS 3.9.2.4
FLASHING
