Council archive · source document
Attachment 1 - Proposal Plans · 51983.3225.25
Plans and drawings: the text below has words only, no drawings.
Project No:
1070
Client:
B. & S. MAGANAY
Location:
3/30 HASTINGS STREET NOOSA
Design Drawing List
Sheet
# Sheet Name Rev
A00 COVER SHEET C2
A01 SITE PLAN C2
A02 FLOOR PLANS C2
A03 FLOOR PLANS C2
A05 ELEVATIONS (1) C2
A06 ELEVATIONS (2) C2
A07 SECTIONS C2
REVISION SCHEDULE
STAGE SEQ REV REVISION CHANGES REV DATE
MINOR CHANGE APPLICATION 6 C2 ISSUED FOR PLANNING 29.09.2025
GENERAL AMENDMENTS 7 C3 NOTE RE OWNER SUPPLY SCOPE ADDED XX.XX2025
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1
B1
CONCEPT PLAN
PRELIMINARY DESIGN
24.07.2025
29.07.2025
MD
MD NAME ON TITLE: Name on Title Wind: N4 (EQUIV)
COVER SHEET
9/10/2025 1:47:50 PM
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
C2 MINOR CHANGE APPLICATION 29.09.2025 MD
Lot 3 on GTP 1154 Corrosion: C5 1070 A00 C2
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: TBC Drawn By: MD Checked By: T.J. Scale:
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Page 2
SITE NOTES
NOTE
Hastin METER BOX LOCATION
EXISTING LEAN TO NON 510 900 gs Stre
COMPLIANT STRUCTURES TO
9200 O/A et TO BE VERIFIED BY BUILDER ON SITE.
BOUNDARY. POTENTIAL FIRE 25 EASEME
COMMON DRIVEWAY
SEPERATION TO BE ADVISED. EXISTING VILLA NT UNDERGROUND SERVICES
CONTACT SHOULD BE MADE TO THE RELEVANT AUTHORITY FOR
720 TO AWNINGS
1 2995 EXISTING WATER METER TO BE
EXISTING STORMWATER DISCHARGE DETAILED LOCATION OF ALL UNDERGROUND SERVICES PRIOR
622 LOCATED ON SITE PRIOR TO
TO REAR OF EXISTING DWELLING. TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON THIS
10.610 m CONNECTION. NO ALLOWANCE FOR
2300
SALTAIR TO ALLOW FOR 20M OF IN 29 SITE.
NEW/RELOCATING WATER METER.
410
GROUND TRENCHING . EXISTING 90° 00' 00" 28
EXISTING NBN CONNECTION BY OTHERS 27
410
DISCHARGE POINTS TO BE LOCATED 2 26 PROPERTY BOUNDARIES
1020
STW STW STW STW DP VILLA
ON SITE PRIOR TO CONSTRUCTION. VERIFY ALL BEARING AND DIMENSIONS ON SITE PRIOR TO ANY
EXISTING TREES TO BE REMOVED BY CONSTRUCTION.
EXISTING R.C BLOCK WALL
OTHERS AS REQUIRED FOR NEW COMMON
7310 O/A
TO REAR BOUNDARY DRIVEW
4.200 m STW
WORKS. TO BE CO-ORDINATED WITH AY SITE PREPARATION
PROPOSED
180° 00' 00"
SALTAIR & OWNERS
"
8.301 m SITE PREPARATION - CLEAR VEGETATION FOLLOWED BY
8° 56' 25 RESIDENCE 24
EXCAVATION OF TOP SOIL AND MATERIAL TO SUIT FINAL
3 EXISTING SUSPENDED COMMON A.V 1 DESIGN LEVELS. CUT AND FILL BATTERS NOT TO EXCEED A
6885
EXISTING SEWER,POWER & WATER CABELING TO BE REMOVED & RE ROUTED 25 MAXIMUM SLOPE AS PER NCC ABCB HOUSING PROVISION PART
STW
SUPPLY TO BE LEFT IN CAPPED RISERS BY OTHERS DURING CONSTRUCTION. 2 3.1 SITE PREPARATION. COMPACTION RATE TO BE AS PER AS
BELOW BUILDING ENVELOPE AFTER 1289.5.1.1:2017ENSURE BUILDING PLATFORM IS PROOF ROLLED
DEMOLITION (BY OTHERS) LOCATION TO EXISTING DRIVEWAY TO BE DEMOLISHED
PROPOSED TO OBTAIN A FIRM FOUNDATION BASE TO SUPPORT SLABS AND
0° 00' 00"
70.770 m
780
RISERS TO BE CO-ORDINATED WITH DP BY OTHERS. PENDING BODY CORP 3
480 TO AWNINGS
NEW RESIDENCE 24 FOOTING LOADS. ALL FOOTINGS TO BE DEEPENED THROUGH
SALTAIR PRIOR TO DEMOLITION. NO 11.900 m APPROVAL. NEW RC DRIVEWAY BY SALTAIR
ANY SOFT SPOTS TO BEAR INTO NATURAL GROUND OR
ALLOWACE FOR IN GROUND TRENCHING 270° 00' 00" 1720 CERTIFIED COMPACTED FILL MATERIAL. A MIN 300MM.
1800 9200 O/A 900 PROPOSED CRANE LOCATION & SIZE 4 ALL LOOSE MATERIAL AND WATER SHALL BE CLEANED OUT OF
4 SHOWN INDICATIVE. TO BE CONFIRMED FOOTING EXCAVATIONS PRIOR TO CONCRETE PLACEMENT. ALL
23
5715
EXISTING PRIOR TO CONSTRUCTION NEW FOOTING SYSTEMS ARE TO BE DEEPENED TO BEAR
ORANGE DIMENSIONS DENOTE APPROX 5 BELOW ZONE OF INFLUENCE OF EXISTING STRUCTURES. THE
VILLA
DISTANCE TO EXISTING BUILDINGS. TO CUT/FILL LINE IS APPROXIMATE ONLY. IF THE POSITION
BE CONFIRMED ON SITE. OF THE ACTUAL CUT/FILL LINES VARIES - REFER TO ENGINEER
6 FOR CONFIRMATION OF FOOTING DETAILS.
5
23
EXISTING VILLA SURFACE WATER
DIRECT ALL SURFACE WATER AWAY FROM ADJOINING
COMMON DRIVEWAY
7
BUILDINGS AND NEW BUILDING. GROUND SURFACE TO BE
22 SLOPED MIN 1:20 AWAY FROM BUILDINGS FOR 900mm MIN AND
8 TO A POINT THAT AVOIDS PONDING NEAR BUILDING.
PROPOSED TRUCK LOCATION & SIZE 21 STORMWATER
SHOWN INDICATIVE. TO BE CONFIRMED ROOF WATER TO STREET KERB OR TO COUNCIL APPROVED
9
PRIOR TO CONSTRUCTION SYSTEM. ALL DOWNPIPES TO BE 90mm DIAMETER TO
EASEMENT
STORMWATER PIPES IN ACCORDANCE WITH A.S. 3500.3 & TO
6 20 DISPURSE 125m2 MAX ROOF AREA
10
PLUMBING
PLUMBING LAYOUT DIAGRAMMATICAL ONLY. LICENCED
19 PLUMBER TO CONFIRM ALL PLUMBING AND VENTING ON SITE.
11 PLUMBER & DRAINER INSTALLATION TO COMPLY WITH N.C.C
VOLUME 3 / P.C.A
SEWERAGE
12 SEWERAGE TO DISCHARGE TO SEWER MAIN OR ON SITE
TREATMENT (TO ENGINEERS DESIGN) AND TO COUNCIL
18 REQUIREMENTS.
7 17
13
EXISTING SERVICES PLOTTED FROM ONLINE RECORDS AND
ARE APROXIMATE ONLY
14
16
COMMON DRIVEWAY
UGP UGP UNDERGROUND POWER CONNECTION
22
OHP OHP OVERHEAD POWER CONNECTION
8 15
N
W W WATER CONNECTION
No
os
a P STW STW STORMWATER CONNECTION
ara
de
Site Plan Locality Plan SWR SWR SEWER CONNECTION
COMMUNICATIONS CONNECTIONS ALL WORKS BY OTHERS
1 : 200 1 : 600
FINISHED FLOOR LEVEL ASSUMED MAXIMUM 700mm
ABOVE PAD LEVEL (4 STAIR RISERS).
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1
B1
CONCEPT PLAN
PRELIMINARY DESIGN
24.07.2025
29.07.2025
MD
MD NAME ON TITLE: Name on Title Wind: N4 (EQUIV)
SITE PLAN
9/10/2025 1:47:51 PM
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: (REFER GEO FOR DETAIL) P
C2 MINOR CHANGE APPLICATION 29.09.2025 MD
Lot 3 on GTP 1154 Corrosion: C5 1070 A01 C2
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: TBC Drawn By: MD Checked By: T.J. Scale: As indicated
Page 3
1 A05
A07 2
9100 100 900
9200
N
2270 6830
2270 6930
90 8710 100 110 90
90 90 70 90300
20 90 1000 1000 550 5920
510 90 1000 90 1000 90 90 1050 70 2140 90 3070 100 200 100
567 PROVIDE SEWER CONNECTION POINT
TD UNDER FOR A/C TUNDISH DRAINAGE
1
COL AWNING4 3 2 1 ST
90
90
W1.9
410
410
90
COL COL COL
UP A09 BELOW
COL OVER
350
610
610
610
W0.4
COL W0.3 COL MB W0.2 DP COL COL AW W1.4 COL COL DP
90
COL COL Stair
Stair COL
1360
COL r.
90
D0.2 ACCESSIBLE COL COL
90
90
8
AH BATHROOM
VRF
7
200
2630
RISER WC AH
70
6
COL
W1.5 OVER
Shr
2020
2040
D1.2 BAL1
LANDSCAPE
5
WM
STORE
D1.3
3950
3770
3960
3970
SB 1 A05
VOID
4
SHR
1200
Ldy
MOD 6
Recess to
Living
3160
3350
3350
3350
W0.1
3
Store
VRF
floor frame
2 LT 50mm
VB ST
A06 1 1 HEAD
10 90 1050 90
90
90
70
UP HEAD COL COL
HEAD
HEAD
D0.3
SCR
W1.3
HEAD
10 90 1050
1050
1050
HP Entry MAGENTA DASHED LINES UP
7310
7310
COL COL COL DENOTE EXTENT OF VJ LINING COL COL COL COL COL
6700
6520
HC
200
200
COL COL COL COL COL COL COL
W1.10 COL COL
90
90
2 D0.1 W0.5 D0.4
W1.2
1181 RECESSED SILL TO ENTRY DOOR SK
A07 CT Kitchen T1
W1.6 OVER
NEW RC DRIVEWAY
2150
BY SALTAIR. PENDING OV Balcony
0 Carport
MOD 5
3350
3350
3340
3160
Dining
BAL1
D1.1
RC APPROVAL BY BODY CORP 600 1300 900
W1.1
350 RED DASHED LINES DENOTE
HEAD
1010
EXTENT OF BUILDING OVER. REF FALL
XB SITE COVER 64m² 1:100
350
COL COL
COL COL DP COL COL COL DP
90
90
W1.8 W1.7
780
LANDSCAPED AREA NOTE: - ALL LANDSCAPED
AREAS BY OTHERS 90 100
102 2 90 2800 4870 950 300
275 CROSS BRACING LOCATION - T.B.C A09
1800 2261 3230 3333 900 90
OPTION 1 - 1 CROSS BRACE 90 7670 1350
CENTRED AS SHOWN
9200 OPTION 2 - 2 CROSS BRACES 1
9200
2 EAST BAY / 1 WEST BAY
A06
Floor Plan - GF Floor Plan - 1F NOTES NOTES
1 : 100 1 : 100 NOTE DESCRIPTION NOTE DESCRIPTION
AH PROPRIETARY ACCESS HATCH SB SUB-BOARD
REFER TO SCHEDULE SCR BATTEN SCREEN
AW SUN AWNING SHR SHOWER
BAL1 BALUSTRADE TYPE 1 AS SK KITCHEN SINK
SELECTED ST STAIRS
COL STEEL COLUMN, REF ENGINEER T1 TILE TYPE 1
Module Sizes Module Sizes DETAILS
Area Breakdown TD TIMBER DECK
Module # Area (m²) Module # Area (m²) CT COOKTOP ELECTRIC
VB VANITY BASIN WITH OVERFLOW
MOD 1 22.3 m² MOD 7 22.3 m² DP DOWNPIPE
Area Type Area (m²) VRF
HC HOSE COCK
Deck (Roofed) 6.9 m² MOD 2 9 m² MOD 8 9 m² HP HEAT PUMP
WC TOILET SUITE
WM WASHING MACHINE SPACE
Deck (Unroofed) 47.1 m² MOD 3 29.9 m² MOD 9 29.8 m² LT LAUNDRY TUB (SUPPLIED BY OTHERS)
Living 152.3 m² MOD 4 22.3 m² MOD 10 22.2 m² MB METER BOARD XB CROSS BRACE SHOWN
MOD 5 9 m² MOD 11 9 m² OV OVEN INDICATIVE REFER ENGINEERS
Stair 25.1 m² RC RIDGE CAPPING DRAWINGS FOR DETAIL
Wet Areas 27.1 m² MOD 6 29.9 m² 214.7 m² REF REFRIGERATOR SPACE
258.5 m² AREAS DO NOT INCLUDE CARPORT AREA
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1
B1
CONCEPT PLAN
PRELIMINARY DESIGN
24.07.2025
29.07.2025
MD
MD NAME ON TITLE: Name on Title Wind: N4 (EQUIV)
FLOOR PLANS
9/10/2025 1:47:52 PM
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
C2 MINOR CHANGE APPLICATION 29.09.2025 MD
Lot 3 on GTP 1154 Corrosion: C5 1070 A02 C2
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: TBC Drawn By: MD Checked By: T.J. Scale: 1 : 100
Page 4
9200 9200
20
2280 6620 300
100
2280
90 90 20 90
6770
100150
150
N
90 1000 90 1000 90 90 2550 80 520 70 3200 90 1000 1000 6420
4 6
COL W2.10 COL Recess to A09 COL A09 ROOF TOP HATCH/SKYLIGHT OVER
90
90
floor frame
Recess to
floor frame
COL W3.3
50mm 50mm
610
610
610
610
90
COL COL COL W2.4 COL W2.5 COL COL DP COL W3.5 COL COL COL DP
90
90
90
Stair r. Stair COL r.
WC VJ COL COL
990 70 960 AH
1000
850
BAL1
COL SHR Ens. 2 COL
2020
D2.5
RO SCR
FW
3770
3770
3960
3960
FW
SC VB Family OPENABLE
3160
3350
3350
Bed 2
900
875
BAL1
D3.1
D2.6
D2.3 SK
SCR
90
1050 90
UP COL 400x400 ACCESS PANEL IN CEILING COL
HEAD
SCR
W2.2
HEAD
W3.2
SCR
1050
FOR A/C TO BE CO-ORDINATED UP
D2.2
7310
7310
COL COL COL WITH SUB CONTRACTOR COLCOL COL COL COL HEAD COL COL COL
6700
6520
6700
200
200
200
200
200
COL COL D2.1 COL COL COL COL COL COL COL COL COL
SHR FW
1050
1200
1200
1200
D3.3
SEAT
1200 890
STORE
70
Balcony
2070
SC SHR Breakout
70
Balcony SCR
70
RO
1050 495
Bed 1 1390 1050 350 Recess to
D3.2
3350
3350
3350
3350
3160
3160
OPENABLE
D2.7
BAL1
Ens. 1 T1 50mm
floor frame
T1
BAL1
HEAD FW
WIR
D1.4
2040
FW
W2.1
1890
W3.1
70
VB FALL WC Bath HEAD FALL
D3.4
WC
1020
RO 1:100 1:100
VB
495
VJ COL COL
COL
COL COL DP COL COL COL COL COL DP
90
Recess to W2.9 W2.8
90
W3.6 W3.7
90
90
90
90
floor frame
50mm
70 90 70 90 70 70
90 2090 1500 3920 MAGENTA DASHED LINES 90 970 1750 1050 530 3070 90 950 100 150
3 DENOTE EXTENT OF VJ LINING 5
90 A09
A09 7850 1050 300 7850 1050 150
Floor Plan - 2F 9050
Floor Plan - 3F
9200
1 : 100 1 : 100
NOTES
NOTE DESCRIPTION
700
PARAPET
90
AH PROPRIETARY ACCESS HATCH
600 260
GRC GRC GRC DP
DRY PAN FLASHING
REFER TO SCHEDULE
BAL1 BALUSTRADE TYPE 1 AS
SELECTED
RTH 2.5° COL STEEL COLUMN, REF ENGINEER
3270
DETAILS
Roof Deck
GRC
CRS COLORBOND ROOF SHEETING
T2 OF FINISHES FOR DETAILS
DP DOWNPIPE
7310
EG EAVES GUTTER
4800
6520
6700
CRS
EG FW FLOOR WASTE
GRC PROPRIETARY GLASS
REINFORCED CONCRETE
GRC
2400
PLANTER REFER TO SCHEDULE
PARAPET
600 6000 160 600
GRC
3250
2.5° RO ROBE SHELVING
RTH PROPRIETARY ROOF TOP HATCH
REFER TO SCHEDULE
260 600
SC SHOWER SCREEN
GRC GRC GRC GRC DP SCR BATTEN SCREEN
PARAPET SHR SHOWER
90
SK KITCHEN SINK
90 7761 1049 T1 TILE TYPE 1
Floor Plan - 4F T2 TILE TYPE 2
VB VANITY BASIN WITH OVERFLOW
1 : 100 WC TOILET SUITE
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1
B1
CONCEPT PLAN
PRELIMINARY DESIGN
24.07.2025
29.07.2025
MD
MD NAME ON TITLE: Name on Title Wind: N4 (EQUIV)
FLOOR PLANS
9/10/2025 1:47:53 PM
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
C2 MINOR CHANGE APPLICATION 29.09.2025 MD
Lot 3 on GTP 1154 Corrosion: C5 1070 A03 C2
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: TBC Drawn By: MD Checked By: T.J. Scale: 1 : 100
Page 5
NOTES
BUILDING NOT TO EXCEED
15M MAX HEIGHT NOTE DESCRIPTION
AW SUN AWNING
16980 15M MAX BUILDING HEIGHT
230
RTH RTH BAL1 BALUSTRADE TYPE 1 AS SELECTED
CL1 EXTERNAL CLADDING TYPE 1 FOR
GRC - "White" DETAILS
1000
15750 GRC GRC GRC
13050 ROOF DECK CL2 EXTERNAL CLADDING TYPE 2 FOR
GRC GRC DETAILS
Paint finish - "Monument"
CL3 EXTERNAL CLADDING TYPE 3 FOR
12200 L4 DETAILS
AW AW AW COL STEEL COLUMN, REF ENGINEER
D3.2 D3.1 DETAILS
3600
CL2 DP DOWNPIPE
BATTEN SCREEN WALL SCR Paint finish - "Monument" EX
2400
WITH OPENABLE SECTION
2100
Powdercoat "Monument" W3.5 W3.3 GRC PROPRIETARY GLASS REINFORCED
CONCRETE PLANTER REFER TO
9450 L3 12150 SCHEDULE
BAL1 MB METER BOARD
RWH
AW EX RC RIDGE CAPPING
AW AW AW
RTH PROPRIETARY ROOF TOP HATCH
RAIN WATERHEAD REFER TO SCHEDULE
15000 MAX BUILDING HEIGHT
3000
D2.7 CL3 D2.6 COLORBOND SURFMIST RWH RAIN WATER HEAD & OVERFLOW
MAX BUILDING HEIGHT
2400
CL2 W2.5 W2.4
2100
W2.10 SCR BATTEN SCREEN
FROSTED GLASS BALLUSTRADE
BAL1 SET SLAB EDGE THICKENING REFER TO
15000
6450 L2 9150 ENGINEERS DRAWINGS
ST STAIRS
HIGH LEVEL LOUVRES PENDING TD TIMBER DECK
ENGINEERS FUTURE DESIGN W1.6 W1.5 Awnings PC "Monument" - Typ
AW CL3 AW AW
3450
FC SHEET PORTAL
RENDERED IN-SITU D1.1 D1.2 CL1
W1.4
2400
Paint finish - "Surfmist"
2100
Paint finish - "Surfmist"
W1.9
FROSTED GLASS BALLUSTRADE
BAL1
3000 L1 5700
EX Awning PC
AW EXAW "Monument"
W0.2 W0.3
DP D0.2
3000
FC SHEET TO CONCEAL W0.1 CL2 CL2
2100
2100
COLUMN RENDERED IN-SITU
Paint finish - "Surfmist" CL2 W0.4 Door Paint finish -
MB "Monument"
Paint finish - "Monument"
0 L0 RC
2700 TD
300
ST
720
D.F.L 2.400 SET SET
COL
1 Elevation 2 Elevation
A02 A02
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1
B1
CONCEPT PLAN
PRELIMINARY DESIGN
24.07.2025
29.07.2025
MD
MD NAME ON TITLE: Name on Title Wind: N4 (EQUIV)
ELEVATIONS (1)
9/10/2025 1:47:57 PM
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
C2 MINOR CHANGE APPLICATION 29.09.2025 MD
Lot 3 on GTP 1154 Corrosion: C5 1070 A05 C2
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: TBC Drawn By: MD Checked By: T.J. Scale: 1 : 100
Page 6
NOTES
BUILDING NOT TO EXCEED
15M MAX HEIGHT NOTE DESCRIPTION
16980 AW SUN AWNING
RTH 15M MAX BUILDING HEIGHT
CL1 EXTERNAL CLADDING TYPE 1 FOR
1000 230
DETAILS
GRC GRC CL2 EXTERNAL CLADDING TYPE 2 FOR
13050 ROOF DECK 15750 DETAILS
COL STEEL COLUMN, REF ENGINEER DETAILS
W3.2 DP DOWNPIPE
EX
AW EX
AW AW
SCR
GRC PROPRIETARY GLASS REINFORCED
CONCRETE PLANTER REFER TO
3600
CL2 SCHEDULE
W3.1 W3.7 SCR HC HOSE COCK
Paint finish - "Monument"
2100
2100
HP HEAT PUMP
CL2
12150 W3.6 RC RIDGE CAPPING
9450 L3 Paint finish - "Monument" RTH PROPRIETARY ROOF TOP HATCH REFER
W2.2 RWH TO SCHEDULE
AW AW AW RWH RAIN WATER HEAD & OVERFLOW
EX
SCR BATTEN SCREEN
Paint Finish "Surfmist"
15000 MAX BUILDING HEIGHT
3000
SET SLAB EDGE THICKENING REFER TO
W2.1 ENGINEERS DRAWINGS
2100
2100
2100
CL1 CL1
Paint finish - "Surfmist"
XB CROSS BRACE SHOWN INDICATIVE REFER
ENGINEERS DRAWINGS FOR DETAIL
6450 L2 9150
W2.9 W2.8
BATTEN SCREEN WALL
W1.3
Powdercoat "Monument"
AW AW AW
3450
EX
W1.7
2100
2100
W1.2 W1.1
NOM.
3000 L1 900 5700 W1.8
DP
EXPOSED STRUCTURAL STEEL D0.1 D0.4
CL2 W0.5
3000
Paint finish - "Monument" CL2
COL
2400
Door stain finish - "TBC"
XB
HP
0 L0 HC RC 2700 COL COL COL RC
-300 F.L 720
-720 NGL SET SET
1 Elevation 2 Elevation
A02 A02
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1
B1
CONCEPT PLAN
PRELIMINARY DESIGN
24.07.2025
29.07.2025
MD
MD NAME ON TITLE: Name on Title Wind: N4 (EQUIV)
ELEVATIONS (2)
9/10/2025 1:47:59 PM
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
C2 MINOR CHANGE APPLICATION 29.09.2025 MD
Lot 3 on GTP 1154 Corrosion: C5 1070 A06 C2
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: TBC Drawn By: MD Checked By: T.J. Scale: 1 : 100
Page 7
BUILDING NOT TO EXCEED
NOTES NOTES
BUILDING NOT TO 15M MAX HEIGHT
EXCEED 15M MAX HEIGHT 16980 RTH 15M MAX BUILDING HEIGHT NOTE DESCRIPTION NOTE DESCRIPTION
AW SUN AWNING PB1 PLASTERBOARD CEILING
BAL1
1230
RTH BAL1 BALUSTRADE TYPE 1 AS SELECTED RC RIDGE CAPPING
BAL1 BAL1 GRC CL2 GRC GRC GRC
13050 ROOF DECK 15750 BHF PLASTERBOARD BULKHEAD RTH PROPRIETARY ROOF TOP HATCH
GRC CL2 EXTERNAL CLADDING TYPE 2 FOR REFER TO SCHEDULE
300
CRS EG
850
PB1 COL DETAILS SCR BATTEN SCREEN
12200 L4 ST
PB1 CL3 EXTERNAL CLADDING TYPE 3 FOR SET SLAB EDGE THICKENING REFER TO
PB1
DETAILS ENGINEERS DRAWINGS
COL STEEL COLUMN, REF ENGINEER SFS STRUCTURAL FLOOR FRAMING
AW Bath Breakout Balcony DETAILS REFER ENGINEERS
3200
Bath
2750
2750
SCR CRS COLORBOND ROOF SHEETING OF DOCUMENTATION
2400
2400
D3.2 FINISHES FOR DETAILS ST STAIRS
BAL1
Stair EG EAVES GUTTER T1 TILE TYPE 1
9450 L3
W3.3 12150 GRC PROPRIETARY GLASS REINFORCED
T1
CONCRETE PLANTER REFER TO
NOM.
SFS SFS
2100
600
SCHEDULE
PB1 PB1
AW CL3
3000
3000
D2.1 Balcony
MAX BUILDING HEIGHT
Ens. 1 Bed 1 D2.7
Ens. 1
Stair
15000
W2.10 9150 BAL1
6450 L2 T1
NOM.
PARAPET ROOF DECK F.F.L BUILDING NOT TO EXCEED
400
400
SFS SFS
2100
BHF 16750 15750 15M MAX HEIGHT
BHF W1.6 CL3 PLANTER
16750 (R.L 16980)
AW
16980
3450
W1.10
3050
Kitchen Kitchen W1.4 Dining Balcony
Stair D1.1
15750 PARAPET
W1.9
BAL1 15750
3000 L1 5700 T1 PARAPET
NOM.
400
SFS SFS
2100
12150 3F
Carport D0.4
3000
COL
Entry Carport COL D0.1 W0.5 CL2
3720
0 L0 SFS RC 2700 COL RC COL COL
-300 F.L 8750 2F
1980
720
-720 NGL COL COL SET SET SET SET
1 Section 2 Section 5700 1F
A02 A02
2700 GF
1980
N.G.L
3d View
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
A1 CONCEPT PLAN 24.07.2025 MD
CLIENT: B. & S. MAGANAY Climate Zone: 2
B1
B2
PRELIMINARY DESIGN
GENERAL AMENDMENTS
29.07.2025
28.08.2025
MD
MD NAME ON TITLE: Name on Title Wind: N4 (EQUIV)
SECTIONS
9/10/2025 1:48:01 PM
C1 DETAILED DESIGN 16.09.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA BAL: LOW Project #: Sheet #: Rev:
C2 MINOR CHANGE APPLICATION 29.09.2025 MD Soil Class: P
Lot 3 on GTP 1154 Corrosion: C5 1070 A07 C2
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: TBC Drawn By: MD Checked By: T.J. Scale: 1 : 100
Used in these records
Attachment 1 - Proposal Plans.pdfRelated documentApplication case desk ↗
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