Council archive · source document
Approved Plans MCU20/0022 1 of 2
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Tree Legend
PATHWAY & DRIVEWAY NOTES:
-
S REAL PROPERTY DESCRIPTION:
ALL PATHWAYS AND PAVEMENTS SHALL HAVE A NOOSA COUNCIL Ø=Trunk Dia LOT 7 ON RP: 858525
H
MINIMUM FALL OF 1 IN 100 (1%).
H=Tree Height
SITE AREA 37770 sqm
THE MAXIMUM GRADE OF DRIVEWAYS SHALL
NOT EXCEED 1 IN 5 (20%). WHERE GRADES ARE
APPROVED PLAN S=Tree
Spread
(Total Canopy)
SITE COVER 895.15 sqm (2.37%)
LOCALITY COOROIBAH
NEAR THE MAXIMUM, A TRANSITION ZONE AT
EITHER END MAY BE REQUIRED. REFER TO NCC MCU20/0022 19 OCT 2020 TREE SCHEDULE
∅
LOC. GOV. NOOSA SHIRE COUNCIL
VOLUME 1, D2.10 FOR GRADES TO REQUIRED
EXIT RAMPS. As annotated by Council No.
1
Name T 'Ø' Spr 'Ø'
GUM 0.50 m 8.0 m 12.0 m
'H'
CHECK WITH LOCAL AUTHORITY 2 GUM 0.60 m 12.0 m 15.0 m
REQUIREMENTS PRIOR TO CONSTRUCTING ANY 3 TREE 0.60 m 10.0 m 12.0 m
DRIVEWAYS, PATHWAYS OR CROSSOVERS 4 TREE 0.60 m 10.0 m 12.0 m
BETWEEN THE PROPERTY BOUNDARY AND 5 GUM 0.60 m 12.0 m 17.0 m
ROAD KERB.
6 GUM 0.60 m 12.0 m 17.0 m
CLEAR THE AREA OF ALL TOPSOIL AND
7 TREE 0.30 m 7.0 m 10.0 m
ORGANIC MATTER. -
8 TREE 0.30 m 7.0 m 10.0 m
NO CABIN IS TO BE
N
PROVIDE A LAYER OF SAND A MINIMUM OF 9 GUM 0.70 m 12.0 m 15.0 m
20mm THICK UNDER THE SLAB, COMPACTED 8.7 AHD 63.720 m 10 GUM 0.70 m 15.0 m 20.0 m
AND LEVELLED.
333º 27'
8.6 AHD
LOCATED WITHIN THE 11
12
GUM
TREE
0.70 m
0.50 m
15.0 m
10.0 m
20.0 m
15.0 m
AN OPTIONAL 0.2um POLYETHYLENE MOISTURE
BARRIER MAY BE PROVIDED UNDER THE SLAB IN
SALINE AREAS, LAPPED 200mm AT JOINS AND
RIPARIAN BUFFER AS PER 13
14
TREE
TREE
0.50 m
0.50 m
10.0 m
10.0 m
15.0 m
15.0 m
SITE NOTES:
15 TREE 0.50 m 10.0 m 15.0 m
TAPED.
SLAB THICKNESS SHALL BE:
PEDESTRIAN PATHWAYS - 75mm THICK WITH 1
CONDITION 10 16 TREE 0.50 m 10.0 m 15.0 m
POSITION OF DWELLINGS TO BE CONFIRMED BY
CLIENT PRIOR TO ANY SITE WORKS
m 17 TREE 0.50 m 10.0 m 15.0 m
LAYER SL52 MESH, 90 8.00
VEHICULAR DRIVEWAYS (TO 3t GROSS) - 1 . 3 11 ' NOTE: 18 TREE 0.50 m 10.0 m 15.0 m ALL STORM WATER, DOWN PIPES, RAIN WATER
TANKS & SITE DRAINAGE TO BE SIZED & LOCATED
1 0 9 3º 19 TREE 0.50 m 10.0 m 15.0 m
100mm THICK WITH 2 8 .00 - ALL EXISTING STRUCTURES TO BE REMOVED 20 TREE 0.50 m 10.0 m 15.0 m
BY THE HYDRAULIC CONSULTANT/PLUMBER IN
1 LAYER SL62 MESH. ACCORDANCE WITH NCC VOL 2 3.1.3.5 & 3.5.2
8.25 44 21 TREE 0.50 m 10.0 m 15.0 m
AND QDC MP4.2/LOCAL PLANNING SCHEME
30mm MINIMUM TOP COVER TO ALL 7 .7 5 22 TREE 0.50 m 10.0 m 15.0 m HOUSE CODE
REINFORCEMENT, CONCRETE STRENGTH SHALL 39 23 GUM 0.80 m 12.0 m 15.0 m
8 .5 0 40 45
BE N20 MINIMUM. 46 52 24 GUM 1.20 m 12.0 m 17.0 m BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND
54
8.7 5 47 MANHOLE POSITIONS MATCH THOSE AS SHOWN
ELS 21 22 25 GUM 0.60 m 12.0 m 17.0 m
JOINTS ARE REQUIRED IN ALL CONCRETE D LEV 36 51 18 20 BASED ON LOCAL AUTHORITY DOCUMENTS. ANY
FL OO 9.00 38 41 43 53 26 GUM 0.60 m 12.0 m 17.0 m
PATHWAY AND DRIVEWAY SLABS - PEAK 49 DISCREPANCIES MUST BE BROUGHT TO THE
34 27 GUM 0.60 m 12.0 m 17.0 m
37 42 48 ATTENTION OF BESPOKE SOLUTIONS PTY LTD AND
ISOLATION JOINTS MUST BE PROVIDED WHERE 9.25 33 19
28 GUM 1.00 m 15.0 m 20.0 m
RESOLVED PRIOR TO COMMENCEMENT OF
ABUTTING EXISTING STRUCTURES, 9 .5 0 35 50 16 17 29 GUM 0.50 m 12.0 m 17.0 m CONSTRUCTION
31 55 31 30 GUM 0.50 m 12.0 m 17.0 m
9.0 AHD 9 .7 9 .0
EXPANSION JOINTS SHALL BE PROVIDED AT 15 5 32 56 15 14 13 5º 5 31 GUM 0.50 m 12.0 m 17.0 m BUILDER TO DETERMINE APPROPRIATE
METER CENTRES IN ALL DIRECTIONS. N12 30
57 38 0 m PLATFORMING METHOD ON SITE PRIOR TO
29 '4 32 GUM 0.50 m 12.0 m 17.0 m
DOWEL BARS AT 400 CENTRES ALONG THE 12 5" COMMENCEMENT OF ANY WORKS. FINISHED
28 7.5 33 GUM 0.50 m 12.0 m 17.0 m
JOINTS IN 100mm THICK SLABS, 26 11 0 FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL
34 GUM 0.50 m 12.0 m 17.0 m
8.
10. 10 AS PER LOCAL AUTHORITIES REQUIREMENTS & TO
00
75
CRACK CONTROL JOINTS SHALL BE PROVIDED 27 35 GUM 0.50 m 12.0 m 17.0 m
COMPLY WITH NCC VOL 2 3.1.2.3
AT 3 METER MAXIMUM CENTRES AND AT 36 GUM 0.50 m 12.0 m 17.0 m
LOCATIONS WHERE THERE IS A LIKELIHOOD A 37 GUM 0.50 m 12.0 m 17.0 m THE FINISHED SURFACE IMMEDIATELY
CRACK 25 38 GUM 0.50 m 12.0 m 17.0 m SURROUNDING THE BUILDINGS TO COMPLY WITH
24 8
WOULD OCCUR (i.e. RE-ENTRANT CORNERS). NEW HOUSE CABIN (C2) 39 GUM 0.50 m 12.0 m 17.0 m NCC VOL2, 3.1.3.
JOINTS SHALL BE LOCATED SO THE LONGEST 25 (BAL 19) 40 GUM 0.50 m 12.0 m 17.0 m
SIDE OF ANY SLAB PANEL IS NO MORE THAN 1.5 1 0. 9
PAD LEVEL 8.500m SURFACE DRAINAGE IS TO DISCHARGE EVENLY
41 GUM 0.50 m 12.0 m 17.0 m
8.25
TIMES THE LENGTH OF THE SHORTEST SIDE. ANY 4 FFL 8.950m WITHIN THE SITE AND WITHOUT NUISANCE TO
42 GUM 0.50 m 12.0 m 17.0 m
ANGLE FORMED BETWEEN JOINTS OR JOINTS CP4 (BAL 19) ADJOINING PROPERTIES.
TBM 2 Dumpy TBM 3 Dumpy 7.50 43 GUM 0.50 m 12.0 m 17.0 m
AND THE SLAB EDGE SHALL BE NO LESS THAN Po
AHD RL / m 10.35 st & AHD RL / m
8.5
44 GUM 0.50 m 12.0 m 17.0 m ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID
75°, DUE TO THE VARYING NATURE OF Wi 7.82 8.3 AHD
re
0
PATHWAYS AND DRIVEWAYS, IT IS ADVISABLE Fe 7 45 GUM 0.50 m 12.0 m 17.0 m THE PONDING OF WATER.
nc
TO PROVIDE JOB SPECIFIC DESIGN TO ENSURE e EXISTING DAM AND SURROUNDS 46 GUM 0.50 m 12.0 m 17.0 m
0
ALL SITE CONSTRAINTS ARE CONSIDERED IN THE - 23 2 TO BE DE-SILTED AND 47 GUM 0.50 m 12.0 m 17.0 m CUT AND FILL BATTERS NOT TO EXCEED A
0
0
7 .7 5
150
OVERGROWN WEED AND MAXIMUM SLOPE AS PER NCC TABLE 3.1.1.1 FOR
DESIGN.
THE NEW DWELLING IS
0
3 48 GUM 0.50 m 12.0 m 17.0 m
156
THE VEGETATION TO BE REMOVED THE SITE SPECIFIC SOIL TYPE, REFER ALSO TO NCC
0
49 GUM 0.50 m 12.0 m 17.0 m
00
THESE NOTES ARE PROVIDED AS A GENERAL 8. OFF-SITE. AREA TO BE SHAPED AND CLAUSE 3.2.2.4 FOR SLAB EDGE SUPPORT ON
10.25 00
15
50 GUM 0.50 m 12.0 m 17.0 m
SPECIFICATION ONLY.
NOT PART OF THIS CABIN (C3) 60000L
U/G WATER TANK
STABILISED TO ALLOW
MAINTENANCE ACCESS. 51 GUM 1.00 m 15.0 m 20.0 m
SLOPING SITES.
REFERENCE SHOULD BE MADE TO 'CEMENT, PAD LEVEL 8.450m 8.50
52 GUM 1.00 m 15.0 m 20.0 m 1000 MAXIMUM HIGH TIMBER RETAINING WALLS
CONCRETE & AGGREGATE AUSTRALIA - GUIDE APPLICATION 10.00 FFL 8.900m 8.25 53 GUM 0.50 m 12.0 m 17.0 m WITH 65∅ AG PIPE BEHIND (TO DISCHARGE TO
8.50
(BAL 12.5) 5
TO CONCRETE FOR HOUSING 2007, PATHS AND 54 GUM 0.50 m 12.0 m 17.0 m STORMWATER LINE) AND GRANULAR BACKFILL
DRIVEWAYS' AND 'RESIDENTIAL CONCRETE 55 GUM 0.50 m 12.0 m 17.0 m BEHIND, TO BE WHOLLY CONTAINED WITHIN THE
DRIVEWAYS AND PATHS, JULY 2006'.
9.75 8 .7 5 56 GUM 0.50 m 12.0 m 17.0 m SITE ONLY IF INDICATED ON THE PLANS.
4 30
NOTES TO BE READ BEFORE 1 77 . 18 0
57 GUM 0.50 m 12.0 m 17.0 m
4
8.5 0
THE HEIGHT OF FENCES, INCLUDING THE HEIGHT
ER
1433
0
º0 m WATER
0
UF F
USING THIS AXIS SURVEY PLAN: 4' 2 9 .5 0 OF RETAINING WALLS ARE NOT TO EXCEED 2.0m
200
EXISTING GRAVEL DRIVEWAY. RESHAPE SURFACE AND PROVIDE TAP
0" 6 8 .5 0 ABOVE FINISHED GROUND LEVEL, ONLY IF
B
ADDITIONAL PAVEMENT TO ENGINEERS SPECIFICATIONS. SEAL CP3
AN
THIS PLAN HAS LIMITATIONS REGARDING ITS USE INDICATED ON THE PLANS AND TO LOCAL
8 .0 0
SURFACE AS PER PAVEMENT DETAILS.
FOR SOME APPLICATIONS. PLEASE CONTACT THIS AUTHORITY APPROVAL.
ARI
0
9 .0
OFFICE OF THERE IS ANY DOUBT ABOUT THE
5
5
RI P
8.2
9 .2
SUITABILITY OF THIS PLAN FOR THE INTENDED USE. DRIVEWAY TO BE WIDENED WHERE NECESSARY. CP2
THESE NOTES FORM PART OF THIS PLAN AND THEY (3.5m MINIMUM) PEAK FL
MUST REMAIN WITH THE PLAN OR ANY COPIES. Property 8.75 OOD LE
Po VELS
THE LIMITATIONS OF THIS PLAN ARE DETAILED IN Pole st &
)
CABIN (C1)
r ox .
THE LINK BELOW, WITH THE MAIN ONES BEING; See the original
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Section 2
& Wi 8.0 AHD
re 1
Fe
0
app
UG Power nc PAD LEVEL 8.380m
0
e CP1
150
1. THIS PLAN HAS BEEN PREPARED FOR OUR FFL 8.830m
ER (
Pile of Fill
CLIENT & SHOULD NOT BE USED BY OTHERS (BAL 19)
00 m
0"
UF F
WITHOUT APPROVAL. PROPOSED PATHWAY INDICATIVE
27' 2
B
ONLY IN ACCORDANCE WITH AS1428.1 9.25
riv ac f
70 . 0
y
AN
rea ening o
2. THE BOUNDARIES SHOWN HAVE BEEN DESIGN FOR ACCESS AND MOBILITY 8.50
77 º
ARI
SOURCED FROM THE SUBJECT SURVEY PLAN OR
CE
FOUR (4) ADDITIONAL
AS NOTED, AND HAVE NOT BEEN CHECKED.
f or p
RI P
OFFSTREET PARKINGS FOR EXTRA
re
Property
VEHICLES (BOATS, TRAILERS)
carp in g / Sc
3. DISTANCES FROM FEATURES TO THE SHOWN Pole
P LA
8.0
REQUIREMENTS & TO BOUNDARIES SHOULD NOT 0 0 1120
TBM 1 Nail in Dumpy 8 .5
art a
0
BE USED OR RELIED UPON.
# 23 ole
AHD RL / m 8.343 Gr E
c
7500
8 .2 av xistin
Fen
er P
00
Property 5 el
D ri g
4. IF POSITIONAL ACCURACY IS CRITICAL A
SITE PLAN Pole ve
5400
P ow
BOUNDARY, IDENTIFICATION SURVEY MAY BE wa
UR A
Property y
REQUIRED. 1 : 1000 Pole
5. THE CERTIFICATE OF TITLE HAS NOT BEEN
SEARCHED AND SHOULD BE CHECKED FOR ANY TBM 4 Nail in Bitumen
8 .75
8.50 AHD RL / m 8.92
I LLO
ENCUMBRANCES.
Gate
8.75
6. THE CONTOURS MAY NOT REPRESENT THE Property
-
LOCAL AUTHORITY'S DEFINITION OF “GROUND Pole
CAR PARKING AREA TO THE
M
LEVEL”
OP
mm
Co
Density thresholds allowed Rural Settlement zone
7. A FLOOD SEARCH HAS NOT BEEN CARRIED
OUT.CHECK WITH LOCAL COUNCIL FOR MIN.
AND MAX. CONSTRUCTION HEIGHTS. Rural accommodation does not exceed a site density of
FRONT OF THE SITE IS NOT PROPOSED DRIVEWAY
9.00 CROSSOVER IN ACCORDANCE
8. NON VISIBLE SERVICES (IF SHOWN), HAVE BEEN
a) 2 cabins per hectare; or
b) 2 guest bedrooms per hectare, providing the overall number of cabins and guest bedrooms does not exceed 6. APPROVED WITH IPWEA STD DRF RS-056
PLOTTED FROM THE RELEVANT AUTHORITY'S
RECORDS OR FROM OTHER SOURCES AND MAY The Lot area is 37770sqm 3.7ha - 6 bedrooms. Proposal is 3 cabins with 2 bedrooms.
NOT BE ACCURATE. SERVICES SHOULD BE
EXPOSED BEFORE DESIGN OR CONSTRUCTION
COMMENCES. © COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT:
9. THE NORTH POINT HAS BEEN TAKEN FROM THE ASPECT HOUSE 2 A2 * AK RW PRELIMINARY DRAWINGS 19/12/19 THEY ACCURATELY DEPICT THE HOUSE FOR
SURVEYPLAN AND MAY NOT BE SUITABLE FOR ALL CUSTOM CHANDLER, Amelia & Carl Material Change of Use - Type 3 Rural
JOB NUMBER: A AK RW DWELLINGS RELOCATED ON SITE 28/01/20
CONSTRUCTION.
USES. PLANS Visitor, short term accommodation. GJGSCN 190218a B AK RW UNITS RELOCATED ON SITE 05/02/20
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJG NOOSA DRAWING TITLE: LOT 7 ON RP 858525 SALESPERSON: C AK RW OVERLAYS ADDED 10/02/20
REFER TO THIS LINK FOR MORE INFORMATION
www.axissurveys.com.au/alertsanddisclaimers/ QLD QLD 292 ILLOURA PLACE Chris McNeil D AK RW UNIT AMENDMENTS & UNIT 3 RELOCATED ON SITE 09/07/20 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: E AK RW 5000L WATER TANK TO EACH UNIT & 60000L WATER TANK TO SITE 11/08/20 OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN COOROIBAH, QLD 11/08/2020 BUILDER SIGNED: ............................. DATE: ..........
Document Set ID: 21273008
21220426
Version: 2,
1, Version Date: 23/10/2020
18/08/2020
Section 3
N
8.50
8.50
0 8 .0 0
00
1
15
Pile of Fill
8.3 AHD
8.50
0
9.25
8.0
5
8.2
8 .5 0
-
NO CABIN IS TO BE
CUT
FILL
8 .7 5
LOCATED WITHIN THE
7.50
Property
Pole
RIPARIAN BUFFER AS PER
0
8 .5
PAD LEVEL 8.500m
CABIN (C2)
CONDITION 10
FFL 8.950m
AHD RL / m 7.82
FILL
TBM 3 Dumpy
8.25
9
CUT
CP1
7 .7 5
0
7.5
TBM 1 Nail in Dumpy
PAD LEVEL 8.380m
CABIN (C1)
0 0
AHD RL / m 8.343
150
8
FFL 8.830m
y a
v ew
vel ting
D ri
Gra Exis
WATER
UNDERGROUND
00
TAP
8.
WATER TANK
Property
°3 0m
CP2
"
27
11 .05
60000L
Pole
5'
9
31
- ALL EXISTING STRUCTURES TO BE REMOVED
e
nc
8.75
7
Fe
re
Wi
5
st &
6
SITE PLAN DETAIL
Po
8.25
GFFL. RL: 9.12
Corragated
Iron House
ACCORDANCE WITH AS1428.1 DESIGN FOR
Existing
PROPOSED PATHWAY INDICATIVE ONLY IN
2
0
9 .0
0
300
ACCESS AND MOBILITY
0
400
CP3
1 : 500
5000L WATER TANK
PAD LEVEL 8.500m
CABIN (C3)
Property Pole
FFL 8.950m
-
UG Power
rx.
NOOSA COUNCIL
3
ap 0
NOTE:
&
8 0
0
4
00
200
APPROVED PLAN
8.50
5
MCU20/0022 19 OCT 2020 9 .2
As annotated by Council
© COPYRIGHT. THIS DRAWING REMAINS THE PROPERTY OF G.J GARDNER HOMES & IS PROVIDED FOR THE USE AS DESCRIBED & MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION. ANY LANDSCAPING (WHEN SHOWN) ARE FOR ILLUSTRATIVE PURPOSES ONLY AND DO NOT FORM PART OF ANY CONTRACT.
PAGE: SHEET SIZE: REV DRN CHK DETAILS DATE: I/WE HAVE CHECKED THE PLANS AND AGREE THAT
CLIENT: PROJECT:
3 A3 THEY ACCURATELY DEPICT THE HOUSE FOR
CUSTOM ASPECT HOUSE CHANDLER, Amelia & Carl Material Change of Use - Type 3 Rural * AK RW PRELIMINARY DRAWINGS 19/12/19
CONSTRUCTION.
JOB NUMBER: A AK RW DWELLINGS RELOCATED ON SITE 28/01/20
PLANS Visitor, short term accommodation. GJGSCN 190218a B AK RW UNITS RELOCATED ON SITE 05/02/20
JOB SPECIFICATION BY BUILDER TAKES
PRECEDENCE OVER THESE PLANS.
GJG NOOSA DRAWING TITLE: LOT 7 ON RP 858525 SALESPERSON: C AK RW OVERLAYS ADDED 10/02/20
QLD QLD 292 ILLOURA PLACE Chris McNeil D AK RW UNIT AMENDMENTS & UNIT 3 RELOCATED ON SITE 09/07/20 OWNER SIGNED: ............................... DATE: ..........
© COPYRIGHT EXCLUSIVE DATE: E AK RW 5000L WATER TANK TO EACH UNIT & 60000L WATER TANK TO SITE 11/08/20 OWNER SIGNED: ............................... DATE: ..........
QBCC 1303975 TO G.J.GARDNER HOMES QBCC 1257937 SITE PLAN DETAIL - CABINS COOROIBAH, QLD 11/08/2020 BUILDER SIGNED: ............................. DATE: ..........
Document Set ID: 21273008
21220426
Version: 2,
1, Version Date: 23/10/2020
18/08/2020
Section 4
4
2
Door Schedule
450 450
7970 7540 Mark Height Width Comments Location Lintel Jamb Studs
114 114 70 70 70 D1 2400 4000 Alum Stacker Door xxo Living Dining
3871 3871 3130 600 3600
70 1860 70 1200
7900 4200
70
MCU20/0022 19 OCT 2020
900 2160
Robe doors as high as possible
Both Robes
APPROVED PLAN
NOOSA COUNCIL
600
70 600
P1 RB1 W3 W4 W5
LEGEND
114
P1 SHR 2/Shower Roses
MB
1000 1 each end UBO; UNDER BENCH OVEN
1720
Tiles King Single
1900
Robe
2/820
WC HP; HOT PLATES
Tiles Tiles
RH; RANGE HOOD
Basin
DW; DISHWASHER
3600
3486
70
CF Bathroom 720
-
OHC; OVER HEAD CUPBOARDS
1200 VTY
4000
1200
70
Drawers
W6
Bed 2 CF
VTY
Patio
1010
CF; CEILING FANS
EF
820
Shelf
Vinyl Tim/look EF; EXHAUST FAN
Tiles
VTY; WALL HUNG VANITY
70
2030
W1 D1 W2 Tiles S 2030 DRIER/WM DRIER OVER WASHING MACHINE
1130
1070
2/520
S
DRIER
P1: TIMBER POSTS HWD 114x114
/ WM
820
4 King Single
70
MB: METER BOX
4 30 mm rebate to D1 4
8210
W14
1
8410
A/C: AIR CONDITIONING
70
RB2 S PHOTOELECTRIC SMOKE ALARM
820
S
W7
Tiles
2030
Living
4010
3870
Shelf
Space
REF
TV
CF Dining Vinyl Tim/look
4000
4000
King Size
Island Bench
Bed 1 CF
70
Tiles Tiles
Kitchen
(Cabinets by Others)
1900
Robe
2/820
RB3 UBO Sink
70
W8
HP
A/C DW
600
RH
730
Drawers Under
800
W12
1050
OHC
70
250 200
Daybed
70
450
W10 W9
W11
as per BUSHFIRE Management Plan
200
Robe doors as high as possible
Both Robes
with MALE 50 mm Cam Lock
5000 l Slimline Water Tank
Living Area: 96.16 m²
2500 1000 600 Patio Area: 28.69 m²
Total Area 124.85 m²
930 2000 4100 600 3600
70 70 70 70 70 70
1000 2140 3860 8510
15510 Window Schedule
Mark Height Width Comments Location Lintel Jamb Studs
W1 2100 900 Alum Double Hung Dining
W2 2100 900 Alum Double Hung Living
3 W3 900 1500 Alum Slider Bathroom
W4 900 900 Alum Slider WC
W5 1200 2100 Alum Slider oxxo Bed 2
4 W6 600 1500 Alum Slider Bed 2
W7 1200 600 Alum Double Hung Bed 1
W8 1200 600 Alum Double Hung Bed 1
W9 1200 2100 Alum Slider oxxo Bed 1
W10 600 3000 Fixed Kitchen
Floor Plan W11
W12
1500
1500
1800
600
Alum Top Hung
Alum Top Hung
Daybed
Daybed
1 1 : 100
W14 2100 600 Alum Double Hung Living
Client: Amelia & Carl Chandler Address: 292 Illoura Pl Cooroibah Noosa Shire Council Mobile: 0407 693 018 Date 22/09/2020 10:26:10 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 7 on RP 858525 Site Area : 3.77 ha Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0920CAC
Proposed
Document Cottages 125 m² Total Floor Area, Slab on Ground, Timber Framed, Sheet Roof
Set ID: 21273008
21259290 QBSA Lic. 54806 Issue Date: 22 - SEPTEMBER - 20 Scale 1 : 100 Sheet No. 3 of .
Version: 2, Version Date: 23/10/2020
13/10/2020
Section 5
MCU20/0022 19 OCT 2020
APPROVED PLAN
NOOSA COUNCIL
7°
Pitching Level
3.75 m
2440 "Linea" Weather Board Cladding
4.08 m
W6
0.83 in
-
2400
W8 W7 "Linea" Weather Board Cladding
2100
W14 5000l W12
Water tank
"Linea" Weather Board Cladding
Ground Floor Patio
0
East Elevation
1 1 : 100 West Elevation
4 1 : 100
Colorbond Roof Sheet
Colorbond Fascia & Gutter
South Elevation "Linea" Weather Board Cladding
W9
3 W10
2100
5000l W11
1500
Water tank
1 : 100
A/C
"Linea" Weather Board Cladding
W5 North Elevation
W3
2
2400
W4 D1
W2 W1 5000l
Water tank
1 : 100
F
Client: Amelia & Carl Chandler Address: 292 Illoura Pl Cooroibah Noosa Shire Council Mobile: 0407 693 018 Date 22/09/2020 10:26:11 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 7 on RP 858525 Site Area : 3.77 ha Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0920CAC
Proposed
Document Cottages 125 m² Total Floor Area, Slab on Ground, Timber Framed, Sheet Roof
Set ID: 21273008
21259290 QBSA Lic. 54806 Issue Date: 22 - SEPTEMBER - 20 Scale 1 : 100 Sheet No. 4 of .
Version: 2, Version Date: 23/10/2020
13/10/2020
Used in these records
Approved Plans MCU20/0022 1 of 2Related documentApplication case desk ↗
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