Council archive · source document
Amended plans received 14.11.25 · 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 HEADS
Design Drawing List
Sheet
# Sheet Name Rev
A00 COVER SHEET E1
A01 SITE PLAN E1
A02 FLOOR PLANS E1
A03 FLOOR PLANS E1
A04 DOOR & WINDOW SCHEDULE E1
A05 ELEVATIONS (1) E1
A06 ELEVATIONS (2) E1
A07 SECTIONS E1
A08 ELECTRICAL PLANS E1
A09 INTERNAL ELEVATIONS E1
A10 INTERNAL TYPICAL DETAILS E1
A11 POST/FOOTING SITE SETOUT E1
A12 FRAMING PLAN GF-1F E1
A13 FRAMING PLAN 2F-3F E1
A14 FRAMING PLAN RT & TYP. SECTION E1
A15 ROOF PLAN E1
A16 RCP E1
A17 GENERAL NOTES E1
A18 REVISION SCHEDULE E1
MATERIALS & FINISHES SHOWN INDICATIVE
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1 CONCEPT PLAN 24.07.2025 MD
Wind: N4 (EQUIV)
COVER SHEET
11/11/2025 1:48:48 PM
B1 PRELIMINARY DESIGN 29.07.2025 MD NAME ON TITLE: SHELLEY JEANETTE MAGNAY
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA HEADS BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
C2
D1
MINOR CHANGE APPLICATION
GENERAL AMENDMENTS
29.09.2025
06.11.2025
MD
MD Lot 3 on GTP 1154 Corrosion: C5 1070 A00 E1
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: n/a Drawn By: MD Checked By: T.J. Scale:
E1 CONTRACT DRAWINGS 11.11.25 MD
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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 S.A 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 S.A). NO ALLOWACE EXISTING DRIVEWAY TO BE DEMOLISHED
PROPOSED TO OBTAIN A FIRM FOUNDATION BASE TO SUPPORT SLABS AND
0° 00' 00"
70.770 m
780
FOR IN GROUND TRENCHING DP BY OTHERS. PENDING BODY CORP 3
480 TO AWNINGS
NEW RESIDENCE 24 FOOTING LOADS. ALL FOOTINGS TO BE DEEPENED THROUGH
11.900 m APPROVAL. NEW RC DRIVEWAY BY SALTAIR
ANY SOFT SPOTS TO BEAR INTO NATURAL GROUND OR
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
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1 CONCEPT PLAN 24.07.2025 MD
Wind: N4 (EQUIV)
SITE PLAN
11/11/2025 1:48:52 PM
B1 PRELIMINARY DESIGN 29.07.2025 MD NAME ON TITLE: SHELLEY JEANETTE MAGNAY
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA HEADS BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: (REFER GEO FOR DETAIL) P
C2
D1
MINOR CHANGE APPLICATION
GENERAL AMENDMENTS
29.09.2025
06.11.2025
MD
MD Lot 3 on GTP 1154 Corrosion: C5 1070 A01 E1
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: n/a Drawn By: MD Checked By: T.J. Scale: As indicated
E1 CONTRACT DRAWINGS 11.11.25 MD
Page 3
A05 100 900
9100
2
2270 6830
9200
N
90 8710 100 110 90
20 2270 6930
90 1000 90 1000 90 90 1050 70 2310 90 2900 100 200 100
SHR. STORE 90 90 70 90
90 1000 1000 550 5920 300
510 70 760 1050 70 70 900 1140 90 r.
200PROVIDE SEWER CONNECTION POINT PROVIDE INTERNAL WALL INSULATION TO WET 90 2090 200 6430 LIVING 90
567
UNDER FOR A/C TUNDISH DRAINAGE AREAS AS PER ENERGY EFFICENCY REPORT
TD 1200 1200w x 600d AWNING BELOW
ST 1 W1.9
90
90
90
90 COL COL
410
410
COL COL AWNING4 3 2 1
UP A09 AW
OVER
610
600
COL
350
610
610
W0.4 COL W0.3 MB W0.2 DP W1.4 COL COL DP
Stair COL COL
90
70 200 90
COL COL COL
1020
Stair COL
90
r.
1360
COL COL COL
90
400
D0.2 SHR
980 90 950 90
90
2630 STAIRS
8 FWFALL Recess to
AH
VRF
7 floor frame
200 AH
BAL1
50mm
RISER COL
70
6
Shr
STAIRS
LT
LANDSCAPE
1840
5
ACCESSIBLE VB
3770
1610
3970
3950
3960
1 A05
VOID
4
LIVING
LDY.
1200
MOD 6
Ldy
HEAD
STORE
Living
3160
3160
3350
BATHROOM
3160
3350
3350
W0.1
3
Store
VRF
A06 1 WMD
3200
2
WC ST
1 HEAD
10 90 1050 90
90
1050 90
90
D1.2
UP HEAD COL COL
HEAD
D0.3
SCR
W1.3
200 1050
HEAD
Entry
10 90 1050
1050
MAGENTA DASHED LINES UP
7310
HP
7310
COL COL COL DENOTE EXTENT OF VJ LINING COL COL COL COL COL
6520
6700
100 90
200
200
200
COL COL
W1.10 COL COL
90
COL COL COL COL
90
D0.1 D0.4
100
COL 2 CT OV T1
1181 RECESSED SILL TO ENTRY DOOR DASHED BROWN LINES DENOTE
DRIVEWAY
EXTEND OF FAUX STONE FACADE TO A07 SK
Threshold drain
Balcony
2150
S.S GRATES AT DOOR SILLS FOR D0.1 & D0.4 TO BE SUPPLIED/INSTALLED BY OWNER Kitchen
D1.1
W1.1
BALCONY
KITCHEN
INTERFACE WITH COBBLE STONE TO COMPLY
MOD 5
Carport
2700
3350
3340
3160
3160
Dining
BAL1
3250
WITH NCC STEP FREE ENTRY REQUIREMENTS - COBBLE STONE DRIVEWAY BY OWNER
600 1300 900
SUPPLY & INSTALL BY OTHERS S.F.L -50mm BELOW GROUND FLOOR F.F.L
HEAD
350 (50mm STEP DOWN IN SLAB ALLOWED FOR ) FALL
1010
RED DASHED LINES DENOTE EXTENT REF MIN 1:100
90
90
400
XB
350
COL COL OF BUILDING OVER. SITE COVER 64m²
HC COL COL DP COL COL COL DP
90
NEW CONCRETE DRIVEWAY RAMP BY SALTAIR. W1.8 PROVIDE TAP FOR FRIDGE W1.7
780
LANDSCAPED AREA PENDING APPROVAL BY BODY CORP 90 100
NOTE: - ALL LANDSCAPED AREAS BY OTHERS 2 90 2800 4870 950 300
102
275 A09 KITCHEN DINING
1800 2261 3230 3333 900 90
90 7670 1350
BALCONY
9200
9200
2
A06
1 Floor Plan - GF Floor Plan - 1F
A07
1 : 100 1 : 100
NOTES NOTES
NOTE DESCRIPTION NOTE DESCRIPTION
AH PROPRIETARY ACCESS HATCH OV OVEN
REFER TO SCHEDULE REF REFRIGERATOR SPACE
AW SUN AWNING SCR BATTEN SCREEN
BAL1 BALUSTRADE TYPE 1 AS SHR SHOWER
Module Sizes Module Sizes SELECTED SK KITCHEN SINK
Area Breakdown
Module # Area (m²) Module # Area (m²) COL STEEL COLUMN, REF ENGINEER ST STAIRS
DETAILS
Area Type Area (m²) MOD 1 22.3 m² MOD 7 22.3 m² CT COOKTOP ELECTRIC
T1 TILE TYPE 1
MOD 2 9 m² MOD 8 9 m² TD TIMBER DECK
Deck (Roofed) 6.9 m² DP DOWNPIPE
VB VANITY BASIN WITH OVERFLOW
Deck (Unroofed) 47.1 m² MOD 3 29.9 m² MOD 9 29.8 m² FW FLOOR WASTE
VRF VRF SYSTEM AIR CONDITIONING
MOD 4 22.3 m² MOD 10 22.2 m² HC HOSE COCK
Living 152.3 m² WC TOILET SUITE
HP HEAT PUMP
Stair 25.1 m² MOD 5 9 m² MOD 11 9 m² LT LAUNDRY TUB
WMD WASHING MACHINE & DRYER
SPACE OVER
Wet Areas 27.1 m² MOD 6 29.9 m² 214.7 m² MB METER BOARD XB CROSS BRACE SHOWN
258.5 m² AREAS DO NOT INCLUDE CARPORT AREA
INDICATIVE REFER ENGINEERS
DRAWINGS FOR DETAIL
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1 CONCEPT PLAN 24.07.2025 MD
Wind: N4 (EQUIV)
FLOOR PLANS
11/11/2025 1:48:58 PM
B1 PRELIMINARY DESIGN 29.07.2025 MD NAME ON TITLE: SHELLEY JEANETTE MAGNAY
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA HEADS BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
C2
D1
MINOR CHANGE APPLICATION
GENERAL AMENDMENTS
29.09.2025
06.11.2025
MD
MD Lot 3 on GTP 1154 Corrosion: C5 1070 A02 E1
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: n/a Drawn By: MD Checked By: T.J. Scale: 1 : 100
E1 CONTRACT DRAWINGS 11.11.25 MD
Page 4
9200
9200
N
2280 6620 300
2280 6770 150
20
90 1000 90 1000 90 90 2550 70 600 3200 BED 2 100
90 90 20 90 100150
ENS 2 90 1000 1000 6420
4 PROVIDE INTERNAL WALL INSULATION TO WET 6
W2.10 COL A09 AREAS AS PER ENERGY EFFICENCY REPORT COL A09 ROOF TOP HATCH/SKYLIGHT OVER
90
90
90
COL COL W3.3
70 90 610
610
610
610
Stair
90
COL COL W2.4 COL W2.5 W3.5 COL COL
90
COL COL DP
90
COL COL COL DP
90
1020
Stair
90
r. COL r.
200
400
90
WC VJ COL COL
AH
990 70 960
1000 600
850
BAL1
COL Ens. 2 COL SCR
3770 STAIRS
ENS 2
FW SK
2020
2020
ENS 2.
OPENABLE
1750
1700
1700
3770
3960
3960
FALL
Family
FAMILY
SC VB
3160
3350
Bed 2
900
SHR
D3.1
D2.6
3160
RO
BAL1
3200
D2.3
SCR
90
1050 90
UP COL 400x400 ACCESS PANEL IN CEILING COL
HEAD
90
90
SCR
W2.2
HEAD
W3.2
SCR
1050
1050
200 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
200
COL FW COL D2.1 COL COL COL COL COL COL COL COL
COL FW
SHR
1050
SHR T1
FALL
1200
1200
1200
SCR
FALL
SEAT
STORE
Recess to
1200 890 Bed 1
70
floor frame
Balcony
Threshold drain
Threshold drain
OPENABLE
Balcony
50mm
2070
NI Breakout
70
3160 BATH
3160 ENS 1
70
450
RO
D3.2
1050 495
SC MAGENTA DASHED 1390 1050 350
D2.7
2700
BAL1
BALCONY
3350
3350
3350
3160
Ens. 1 LINES DENOTE
3160
WIR HEAD
D1.4
EXTENT OF VJ LINING
2040
WIR
W2.1
1890
Bath
W3.1
70
T1 WC HEAD FALL
D3.4
WC
1020
COL 1:100
VB RO VB 950 100
495
450
VJ COL
400
COL
W2.8 COL COL DP COL COL COL COL COL DP
90
90
W2.9
90
90
90
W3.6 W3.7
90
90
90
70 5 70 90 70
3 90 2090 1500 3920 BED 1 90 950 400 90 970 1750 1050 630 3040 90 950 100 150
A09 BREAKOUT
A09 ENS 1 WIR
90 PROVIDE INTERNAL WALL
PROVIDE INTERNAL WALL 7850 1050 300 90 2790 90 4790 90 950 100
INSULATION TO WET AREAS AS
INSULATION TO WET AREAS AS
PER ENERGY EFFICENCY REPORT 90 90
Floor Plan - 2F PER ENERGY EFFICENCY REPORT
BATH BREAKOUT
Floor Plan - 3F
90 2090 5490 1350 7850 1050 150
1 : 100 1 : 100
9200DASHED LINES DENOTE APPROX 9050
EXTENT & LOCATION OF PROPRIETARY NOTES
SPA POOL. PROVIDE CAPPED
DRAINAGE POINT TO SEWER LINE. NOTE DESCRIPTION
AH PROPRIETARY ACCESS HATCH
700
PARAPET
90
REFER TO SCHEDULE
600 260
GRC GRC GRC DP
DRY PAN FLASHING
BAL1 BALUSTRADE TYPE 1 AS
SELECTED
COL STEEL COLUMN, REF ENGINEER
2.5°
RTH DETAILS
3270
CRS COLORBOND ROOF SHEETING
Roof Deck
GRC
OF FINISHES FOR DETAILS
T2
DP DOWNPIPE
EG EAVES GUTTER
7310
4800
6520
6700
CRS FW FLOOR WASTE
EG
GRC PROPRIETARY GLASS
REINFORCED CONCRETE
PLANTER REFER TO SCHEDULE
GRC
2400
PARAPET
600 6000 160 600 NI SHOWER NICHE
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
90
SHR SHOWER
90 7761 1049 SK KITCHEN SINK
Floor Plan - 4F T1
T2
TILE TYPE 1
TILE TYPE 2
1 : 100 VB VANITY BASIN WITH OVERFLOW
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 CONCEPT PLAN 24.07.2025 MD
Wind: N4 (EQUIV)
FLOOR PLANS
11/11/2025 1:49:03 PM
B1 PRELIMINARY DESIGN 29.07.2025 MD NAME ON TITLE: SHELLEY JEANETTE MAGNAY
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA HEADS BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
C2
D1
MINOR CHANGE APPLICATION
GENERAL AMENDMENTS
29.09.2025
06.11.2025
MD
MD Lot 3 on GTP 1154 Corrosion: C5 1070 A03 E1
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: n/a Drawn By: MD Checked By: T.J. Scale: 1 : 100
E1 CONTRACT DRAWINGS 11.11.25 MD
Page 5
PRELIMINARY GLAZING VALUES & COMMENT ONLY -
GLASS DOOR SCHEDULE PENDING FINAL ENERGY ASSESSORS REPORT
MARK ID HEIGHT WIDTH HEAD HEIGHT SILL HEIGHT FRAMING HEIGHT FRAMING WIDTH DESCRIPTION COMMENTS
D0.4 2400 1810 2400 0 2430 1870 SLIDING GLASS DOOR - 2400x1810 STAINLESS STEEL VIEW - STONE FACADE SEE NOTE 1. Remaining External Glazed Doors:
D1.1 2400 2700 2400 0 FOLDING GLASS DOOR - 3 PANEL STAINLESS STEEL VIEW U-value = 5.00 or less
SHGC = 0.40
D1.2 2450 2688 2400 -50 2430 2748 SLIDING GLASS DOOR - 3 PANEL STACKER
D2.6 2450 2688 2400 -50 2430 2748 SLIDING GLASS DOOR - 3 PANEL STACKER
D1.2 Living external Sliding Door (Double Glazed):
D2.7 2400 2700 2400 0 FOLDING GLASS DOOR - 3 PANEL STAINLESS STEEL VIEW U-value = 4.0 or less
D3.1 2450 2688 2450 0 2430 2748 SLIDING GLASS DOOR - 3 PANEL STACKER SHGC = 0.35
D3.2 2400 2700 2400 0 FOLDING GLASS DOOR - 3 PANEL STAINLESS STEEL VIEW
Sliding Windows:
U-value = 5.00 or less
NOTE 1. WINDOWS & DOORS IN SHGC = 0.40
DOOR SCHEDULE
WALLS WITH STONE FACADE
MARK ID HEIGHT WIDTH HEAD HEIGHT SILL HEIGHT FRAMING HEIGHT FRAMING WIDTH DESCRIPTION COMMENTS Double Hung and Fixed Windows:
D0.1 2400 1020 2400 0 2400 1480 EXTERNAL SOLID CORE DOOR WITH SIDE LIGHT REFER TO FFE FOR DETAILS. STONE FACADE SEE NOTE 1.
GROUND FLOOR WINDOWS & DOORS U-value = 4.60 or less
D0.2 2410 870 2410 0 2420 960 EXTERNAL DOOR - SOLID CORE LOCATED IN FAUX STONE FACADE SHGC = 0.40
D2.1 2400 870 2400 0 2390 930 INTERNAL HOLLOW CORE DOOR 2400H Hume HLR250 SPM Internal Door REVEALS TO SUIT ADDITIONAL 50mm
THICK FACADE & TO COMPLY WITH Louvres:
D1.4 2400 870 2400 0 2400 1800 INTERNAL HOLLOW CORE CAVITY SLIDING DOOR 2400H Hume HLR250 SPM Internal Door
Uvalue = 5.60 or less
D2.3 2400 870 2400 0 2400 1800 INTERNAL HOLLOW CORE CAVITY SLIDING DOOR 2400H Hume HLR250 SPM Internal Door FACADE SUPPLIERS TYPICAL DETAILS SHGC = 0.50
D2.2 2400 870 2400 0 2390 930 INTERNAL HOLLOW CORE DOOR 2400H Hume HLR250 SPM Internal Door AND SPECIFICATIONS. CLIENT TO
D3.4 2400 870 2400 0 2400 1800 INTERNAL HOLLOW CORE CAVITY SLIDING DOOR 2400H Hume HLR250 SPM Internal Door SUPPLY DETAILS PRIOR TO Insulation:
D0.3 2400 870 2400 0 2400 1800 INTERNAL HOLLOW CORE CAVITY SLIDING DOOR 2400H Hume HLR250 SPM Internal Door CONSTRUCTION FOR CO-ORDINATION R2.80 for external walls
R1.00 for cantilevering floors
R5.00 for roof
The uvalues are for non thermally broken single glazed
units. The SHGC may need LowE coating or similar
film.Sliding door D1.2 will need to be standard double glazed.
WINDOW SCHEDULE
vg HEIGHT WIDTH GLAZING HEAD HEIGHT SILL HEIGHT FRAMING HEIGHT FRAMING WIDTH DESCRIPTION COMMENTS Level SCREEN
W0.1 400 1210 CLEAR GLASS 2100 1700 460 1270 FIXED GLASS - SINGLE PANEL STONE FACADE SEE NOTE 1. L0 N/A
W0.2 1800 460 CLEAR GLASS 2100 300 1860 520 DOUBLE HUNG WINDOW - SINGLE L0 STAINLESS STEEL VIEW
W0.3 1800 460 CLEAR GLASS 2100 300 1860 520 DOUBLE HUNG WINDOW - SINGLE L0 STAINLESS STEEL VIEW
W0.4 900 760 OBSCURE GLASS 2100 1200 960 820 SLIDING WINDOW - SINGLE SASH 900x610 L0 STAINLESS STEEL VIEW
W1.1 641 910 CLEAR GLASS 1641 1000 701 970 LOUVRE WINDOW - 152mm BLADE - SINGLE L1 STAINLESS STEEL VIEW
W1.3 1200 610 CLEAR GLASS 2100 900 1260 670 FIXED GLASS - SINGLE PANEL L1 N/A
W1.4 502 1810 CLEAR GLASS 2117 1615 562 1870 LOUVRE WINDOW - 152mm BLADE - DOUBLE L1 STAINLESS STEEL VIEW
W1.7 502 1810 CLEAR GLASS 2102 1600 562 1870 LOUVRE WINDOW - 152mm BLADE - DOUBLE L1 STAINLESS STEEL VIEW
W1.8 2040 1210 CLEAR GLASS 2040 0 2100 1270 SLIDING WINDOW - SINGLE SASH WITH LOW LIGHT L1 STAINLESS STEEL VIEW
W1.9 400 1810 CLEAR GLASS 600 200 460 1870 FIXED GLASS - SINGLE PANEL L1 N/A
W1.10 1800 1210 CLEAR GLASS 2100 300 1860 1270 FIXED GLASS - SINGLE PANEL INTERNAL FIXED GLASS WINDOW L1 N/A
W2.1 600 1810 OBSCURE GLASS 2100 1500 660 1870 SLIDING WINDOW - SINGLE SASH L2 STAINLESS STEEL VIEW
W2.2 1200 610 CLEAR GLASS 2100 900 1260 670 FIXED GLASS - SINGLE PANEL L2 N/A
W2.4 600 1210 OBSCURE GLASS 2100 1500 660 1270 SLIDING WINDOW - SINGLE SASH L2 STAINLESS STEEL VIEW
W2.5 502 1210 CLEAR GLASS 2100 1598 562 1270 LOUVRE WINDOW - 152mm BLADE - DOUBLE L2 STAINLESS STEEL VIEW
W2.8 2040 610 OBSCURE GLASS 2140 100 2100 670 DOUBLE HUNG WINDOW - SINGLE OBSCURE GLASS TO LOWER PANEL - CLEAR GLASS TO TOP L2 STAINLESS STEEL VIEW
W2.9 2040 610 OBSCURE GLASS 2140 100 2100 670 DOUBLE HUNG WINDOW - SINGLE OBSCURE GLASS TO LOWER PANEL - CLEAR GLASS TO TOP L2 STAINLESS STEEL VIEW
W2.10 400 1810 CLEAR GLASS 647 247 460 1870 FIXED GLASS - SINGLE PANEL L2 N/A
W3.1 641 1510 OBSCURE GLASS 2241 1600 701 1570 LOUVRE WINDOW - 152mm BLADE - DOUBLE L3 STAINLESS STEEL VIEW
W3.2 1200 610 CLEAR GLASS 2100 900 1260 670 FIXED GLASS - SINGLE PANEL L3 N/A
W3.3 400 1810 CLEAR GLASS 600 200 460 1870 FIXED GLASS - SINGLE PANEL L3 N/A
W3.5 502 1810 CLEAR GLASS 2102 1600 562 1870 LOUVRE WINDOW - 152mm BLADE - DOUBLE L3 STAINLESS STEEL VIEW
W3.6 2040 610 CLEAR GLASS 2140 100 2100 670 DOUBLE HUNG WINDOW - SINGLE L3 N/A
W3.7 502 1810 CLEAR GLASS 2102 1600 562 1870 LOUVRE WINDOW - 152mm BLADE - DOUBLE L3 STAINLESS STEEL VIEW
Revision Description Date Issued By Building Class: 1 Sheet Name:
PROJECT DESCRIPTION
DESIGN & VERSION
CLIENT: B. & S. MAGANAY Climate Zone: 2
A1 CONCEPT PLAN 24.07.2025 MD
Wind: N4 (EQUIV)
DOOR & WINDOW SCHEDULE
11/11/2025 1:49:06 PM
B1 PRELIMINARY DESIGN 29.07.2025 MD NAME ON TITLE: SHELLEY JEANETTE MAGNAY
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA HEADS BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
D1
E1
GENERAL AMENDMENTS
CONTRACT DRAWINGS
06.11.2025
11.11.25
MD
MD Lot 3 on GTP 1154 Corrosion: C5 1070 A04 E1
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: n/a Drawn By: MD Checked By: T.J. Scale:
Page 6
NOTES
BUILDING NOT TO EXCEED
FROSTED GLASS BALLUSTRADE WEATHERTEX WEATHERGROOVE WEATHERTEX WEATHERGROVE NOTE DESCRIPTION
WITH TIMBER TOP RAIL NATURAL 150MM MATT FINISH 15M MAX HEIGHT NATURAL 150MM MATT FINISH AW SUN AWNING
16980 15M MAX BUILDING HEIGHT
230
RTH RTH BAL1 BALUSTRADE TYPE 1 AS SELECTED
CL2 WEATHERTEX WEATHERGROOVE COL STEEL COLUMN, REF ENGINEER
DETAILS
1000
NATURAL 150MM MATT FINISH
15750 GRC GRC GRC
13050 ROOF DECK DP DOWNPIPE
SOFFIT TO BE WEATHERTEX
GRC GRC EX
METAL AWNING APPROX
WEATHERGROVE NATURAL 75MM GRC PROPRIETARY GLASS REINFORCED
12200 L4 2000w x 700 x 300d
SCR CONCRETE PLANTER REFER TO
AW AW AW SCHEDULE
BATTEN SCREEN WALL WITH
OPENABLE SECTION D3.2 D3.1 MB METER BOARD
3F GLAZING HEIGHT
3F GLAZING HEIGHT
3RD FLOOR
CL2 WEATHERTEX WEATHERGROVE RTH PROPRIETARY ROOF TOP HATCH
CL3 WEATHERTEX WEATHERGROVE
3600
NATURAL 75MM MATT FINISH
NATURAL 150MM MATT FINISH REFER TO SCHEDULE
W3.5
2400
2100
FROSTED GLASS BALLUSTRADE W3.3 RWH RAIN WATER HEAD & OVERFLOW
METAL AWNING APPROX
WITH TIMBER TOP RAIL
1400w x 700 x 300d SCR BATTEN SCREEN
9450 L3 (BEHIND) 12150 SET SLAB EDGE THICKENING REFER TO
RWH ENGINEERS DRAWINGS
AW EX ST STAIRS
AW AW AW
SOFFIT TO BE WEATHERTEX
TD TIMBER DECK
2F GLAZING HEIGHT
WEATHERGROVE NATURAL 75MM
2ND FLOOR
2F GLAZING HEIGHT
15000 MAX BUILDING HEIGHT
3000
CL3 WEATHERTEX WEATHERGROVE D2.7 D2.6
MAX BUILDING HEIGHT
W2.5 W2.4
2400
NATURAL 75MM MATT FINISH
2100
RAIN WATERHEAD & DOWNPIPE W2.10
FROSTED GLASS BALLUSTRADE
BAL1 COLORBOND MONUMENT
15000
WITH TIMBER TOP RAIL
6450 L2 9150
METAL AWNING APPROX
CL3 WEATHERTEX WEATHERGROVE 2000w x 700 x 300d
NATURAL 75MM MATT FINISH AW
AW AW
SOFFIT TO BE WEATHERTEX
1F GLAZING HEIGHT
1F GLAZING HEIGHT
1ST FLOOR
WEATHERGROVE NATURAL 75MM CL1 WEATHERTEX
3450
D1.1 D1.2
W1.4
FC SHEET PORTAL RENDERED IN-SITU WEATHERGROOVE SMOOTH 300MM
2400
2100
LOW SHEEN PAINT FINISH SURFMIST W1.9
FROSTED GLASS BALLUSTRADE
WITH TIMBER TOP RAIL BAL1 METAL AWNING 1200w x 600d
3000 L1 5700
EX
AW W0.2 W0.3 EX
AW
GROUND FLOOR
BLUEBOARD LINING TO CONCEAL
GF GLAZING HEIGHT
GF GLAZING HEIGHT
CARPORT SOFFIT TO CL2 WEATHERTEX WEATHERGROVE D0.2
COLUMN - RENDERED IN-SITU
3000
BE WEATHERTEX W0.1 NATURAL 150MM MATT FINISH
STONE FACADE SUPPLIED &
2100
2100
WEATHERGROVE
INSTALLED BY CLIENT. CL4 EASYLAP NATURAL 150MM W0.4
(OR SIMILAR) FACADE BEHIND
MB
Paint finish - "Monument"
0 L0 2700 DP TD
420 300
DEFINED FLOOD LEVEL 2400 DEFINED FLOOD LEVEL
NOM.
ST
720
570
551
551
551
551
520
SET COL N.G.L
FLOOR TO FLOOR HEIGHTS
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 CONCEPT PLAN 24.07.2025 MD
Wind: N4 (EQUIV)
ELEVATIONS (1)
11/11/2025 1:49:14 PM
B1 PRELIMINARY DESIGN 29.07.2025 MD NAME ON TITLE: SHELLEY JEANETTE MAGNAY
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA HEADS BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
C2
D1
MINOR CHANGE APPLICATION
GENERAL AMENDMENTS
29.09.2025
06.11.2025
MD
MD Lot 3 on GTP 1154 Corrosion: C5 1070 A05 E1
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: n/a Drawn By: MD Checked By: T.J. Scale: 1 : 100
E1 CONTRACT DRAWINGS 11.11.25 MD
Page 7
NOTES
BUILDING NOT TO EXCEED
15M MAX HEIGHT NOTE DESCRIPTION
16980 AW SUN AWNING
RTH 15M MAX BUILDING HEIGHT
COL STEEL COLUMN, REF ENGINEER
1000 230
CL2 WEATHERTEX WEATHERGROVE DETAILS
GRC GRC NATURAL 150MM MATT FINISH DP DOWNPIPE
13050 ROOF DECK 15750
EX
GRC PROPRIETARY GLASS REINFORCED
CL2 WEATHERTEX WEATHERGROVE W3.2 METAL AWNING APPROX CONCRETE PLANTER REFER TO
NATURAL 150MM MATT FINISH EX 2000w x 600 x 300d SCHEDULE
AW AW AW HC HOSE COCK
3RD FLOOR
SCR
HP HEAT PUMP
3600
2F GLAZING HEIGHT
3F GLAZING HEIGHT
METAL AWNING APPROX RC RIDGE CAPPING
W3.1 800w x 2200 x 300d W3.7 SCR RTH PROPRIETARY ROOF TOP HATCH
2100
2100
REFER TO SCHEDULE
12150 W3.6 RWH RAIN WATER HEAD & OVERFLOW
9450 L3
SCR BATTEN SCREEN
W2.2 RWH
BATTEN SCREEN WALL SET SLAB EDGE THICKENING REFER TO
AW AW AW ENGINEERS DRAWINGS
EX
XB CROSS BRACE SHOWN INDICATIVE
2ND FLOOR
2F GLAZING HEIGHT
2F GLAZING HEIGHT
CL1 WEATHERTEX WEATHERGROOVE METAL AWNING APPROX REFER ENGINEERS DRAWINGS FOR
15000 MAX BUILDING HEIGHT
3000
SMOOTH 300MM LOW SHEEN PAINT 800w x 2200 x 300d DETAIL
W2.1
2100
2100
FINISH SURFMIST
6450 L2 9150
W2.9 W2.8
W1.3 METAL AWNING APPROX RAIN WATERHEAD & DOWNPIPE
2000w x 600 x 300d COLORBOND MONUMENT
AW AW AW
1ST FLOOR
1F GLAZING HEIGHT
1F GLAZING HEIGHT
3450
EX CL1 WEATHERTEX WEATHERGROOVE
METAL AWNING APPROX W1.7
1400w x 2200 x 300d SMOOTH 300MM LOW SHEEN PAINT
2100
2100
FINISH SURFMIST
W1.1
NOM.
1000 5700 W1.8
3000 L1
DP
STONE FACADE SUPPLIED &
GROUND FLOOR
EXPOSED STRUCTURAL STEEL INSTALLED BY CLIENT CL4
GLAZING HEIGHT
D0.4
EASYLAP (OR SIMILAR) BEHIND
3000
Paint finish - "Monument" XB
COL
2400
D0.1
HP HC
2700 COL LANDSCAPING BY OTHERS
300
0 L0
50
50 COL COL RC
DEFINED FLOOD LEVEL
720
720
670
670
SET
540
SET
420
-720 NGL
FLOOR TO FLOOR DIMENSIONS
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 CONCEPT PLAN 24.07.2025 MD
Wind: N4 (EQUIV)
ELEVATIONS (2)
11/11/2025 1:49:24 PM
B1 PRELIMINARY DESIGN 29.07.2025 MD NAME ON TITLE: SHELLEY JEANETTE MAGNAY
B2 GENERAL AMENDMENTS 28.08.2025 MD ADDRESS: 3/30 HASTINGS STREET NOOSA HEADS BAL: LOW Project #: Sheet #: Rev:
C1 DETAILED DESIGN 16.09.2025 MD Soil Class: P
C2
D1
MINOR CHANGE APPLICATION
GENERAL AMENDMENTS
29.09.2025
06.11.2025
MD
MD Lot 3 on GTP 1154 Corrosion: C5 1070 A06 E1
© QBCC Lic no. 15143813 Noosa Shire Council Acoustic: n/a Drawn By: MD Checked By: T.J. Scale: 1 : 100
E1 CONTRACT DRAWINGS 11.11.25 MD
The text continues on page 8.
Used in these records
Amended plans received 14.11.25Related documentApplication case desk ↗
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