Original source · versioned page text
1229 - Plan A03-rev E3
Plans and drawings: the text below has words only, no drawings.
Project No:
1229
Client:
Noosa Sea Scouts
Location:
11 Eumundi Noosa Rd, Noosaville.
Design Drawing List
Sheet # Sheet Name Current Revision
A01 COVER PAGE E3
A02 SITE PLAN E2
A03 FLOOR PLAN E3
A04 DOOR & WINDOW SCHEDULE E2
A05 ELEVATIONS (1) E2
A06 ELEVATIONS (2) E2
A07 LIGHTING & ELECTRICAL PLAN E2
A08 INTERNAL ELEVATIONS 1 E3
A09 INTERNAL ELEVATIONS 2 E2
A10 TYPICAL SECTION E2
A11 POST/FOOTING SITE SETOUT E2
A12 WALL FRAME SETOUT PLAN E2
A13 ROOF PLAN E2
A14 GENERAL NOTES E2
A15 STANDARD NCC DETAILS E2 NOTE: HANDRAILS TO COMPLY WITH AS 1428
NOTE: HANDRAILS TO COMPLY WITH AS 1428
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A3 REVISED DESIGN 05.06.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
B1 DESIGN DEVELOPMENT 14.07.2025 SjB COVER PAGE
15/09/2025 12:51:24 PM
C1 DETAILED DESIGN 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
D1 CONTRACT PLAN SET 21.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
E1 FOR CONSTRUCTION 25.07.2025 SjB Soil Class: M
E2 Electrical distribution board and connection point
added
26.08.2025 SjB
Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A01
© QBCC Lic no. 15143813 E3 Falls added PWD 28.08.2025 Mb NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale:
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Page 2
SITE NOTES
EXISTING SERVICES PLOTTED FROM ONLINE RECORDS AND
16830
METER BOX LOCATION
SITE LEGEND ARE APROXIMATE ONLY
TO BE VERIFIED BY BUILDER ON SITE. - PEG UGP UGP UNDERGROUND POWER CONNECTION
TP - TREATMENT PLANT
UNDERGROUND SERVICES
CONTACT SHOULD BE MADE TO THE RELEVANT AUTHORITY WT - WATER TANKS OHP OHP OVERHEAD POWER CONNECTION
FOR DETAILED LOCATION OF ALL UNDERGROUND SERVICES PP - POWER POLE
W W WATER CONNECTION
PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION HW - HOT WATER
ON THIS SITE. PROPOSED NEW ABULUTION - COLUMN
7300
BLOCK STW STW STORMWATER CONNECTION
PROPERTY BOUNDARIES
SWR SWR SEWER CONNECTION
VERIFY ALL BEARING AND DIMENSIONS ON SITE PRIOR TO
2000
ANY CONSTRUCTION.
GAS GAS GAS CONNECTION
SITE PREPARATION EXISTING
BUILDING TO BE COMMUNICATIONS CONNECTIONS -
SITE PREPARATION - CLEAR VEGETATION FOLLOWED BY
DEMOLISHED ALL WORKS BY OTHERS
EXCAVATION OF TOP SOIL AND MATERIAL TO SUIT FINAL
DESIGN LEVELS. CUT AND FILL BATTERS NOT TO EXCEED A SHOWN
CLIENT TO ENSURE EARTHWORKS COMPLETED BEFORE
MAXIMUM SLOPE AS PER NCC VOL 2 2019 PART 3.1.1 HATCHED
CONSTRUCTION COMMENCES.
EARTHWORKS TABLE 3.1.1.1 FOR THE SITE SPECIFIC SOIL. FINISHED FLOOR LEVEL ASSUMED MAXIMUM 600mm ABOVE
ENSURE BUILDING PLATFORM IS PROOF ROLLED TO OBTAIN PAD LEVEL (4 STAIR RISERS).
A FIRM FOUNDATION BASE TO SUPPORT SLABS AND EXISTING BUILDING
FOOTING LOADS. ALL FOOTINGS TO BE DEEPENED THROUGH TO REMAIN
ANY SOFT SPOTS TO BEAR INTO NATURAL GROUND OR 5110 approx
CERTIFIED COMPACTED FILL MATERIAL. A MIN 300MM. m
ALL LOOSE MATERIAL AND WATER SHALL BE CLEANED OUT 8910
.1 67 00"
OF FOOTING EXCAVATIONS PRIOR TO CONCRETE 20 10' 6m
PLACEMENT. ALL NEW FOOTING SYSTEMS ARE TO BE
56
° 37.13 00"
40 13' 0
0'
15
DEEPENED TO BEAR BELOW ZONE OF INFLUENCE OF
75° 0
.23
0°
EXISTING STRUCTURES. THE CUT/FILL LINE IS APPROXIMATE
1m
4 m 0"
ONLY. IF THE POSITION
.62 ' 00"
40 13' 0
OF THE ACTUAL CUT/FILL LINES VARIES - REFER TO
33
4
3 10
.23
ENGINEER FOR CONFIRMATION OF FOOTING DETAILS.
0°
°
56
4 m 0"
SURFACE WATER
DIRECT ALL SURFACE WATER AWAY FROM ADJOINING
BUILDINGS AND NEW BUILDING. GROUND SURFACE TO BE
SLOPED MIN 1:20 AWAY FROM BUILDINGS FOR 900mm MIN
AND TO A POINT THAT AVOIDS PONDING NEAR BUILDING.
TR
STORMWATER
ROOF WATER TO STREET KERB OR TO COUNCIL APPROVED
UC
SYSTEM. ALL DOWNPIPES TO BE 90mm DIAMETER TO
1 6 4°
134.3 ' 00"
K
STORMWATER PIPES IN ACCORDANCE WITH A.S. 3500.3 & TO U/G POWER FROM METER BOX TO BE
LO
DISPURSE 125m2 MAX ROOF AREA INSTALLED BY SEA SCOUTS
52
80 m
PLUMBING CONTRACTORS
1m
CA
PLUMBING LAYOUT DIAGRAMMATICAL ONLY. LICENCED
.07 ' 00"
TI
PLUMBER TO CONFIRM ALL PLUMBING AND VENTING ON SITE. 0
13 ° 10
O
PLUMBER & DRAINER INSTALLATION TO COMPLY WITH THE
56
N
STANDARD PLUMBING & DRAINAGE REGULATION 2003.
SEWERAGE
SEWERAGE TO DISCHARGE TO SEWER MAIN OR ON SITE
TREATMENT (TO ENGINEERS DESIGN) AND TO COUNCIL
REQUIREMENTS.
225.190 m
274° 22' 20"
Site Plan N
1 : 1000
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB SITE PLAN
15/09/2025 12:51:25 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A02
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: As indicated
Page 3
NOTES
Area Breakdown
16830 NOTE DESCRIPTION
Area Type Area (m²)
Covered Deck 7.6 m² 3800 13030
Female Changing Rooms 41.9 m² 2000 access deck
90 3620 pwd wc 90 90 10850 female wc / change 90
Male Changing Room 48.6 m²
Uncovered Deck 4 m² 90 3620 male wc / change 90 2000 90 810 70 9970 90
102.1 m²
Module Sizes
Module # Area (m²)
460 VENDING MACHINE
90
MOD 2 49.5 m²
90
MOD 1 48.6 m² ACCESS 1:14
1500
1500
1500
Deck 4 m² PWD WC DECK
2650 pwd wc
W01 W02
SW 045.24 SFS
102.1 m² SW 045.24 SFS SW 045.24 SFS
2650
W09
70 995 70 955 90
90
1010
AMBILENT
D03
920
WC
FEMALE WC FEMALE CHANGE
70
2660 2300
1098 505
70
70 1540 D01
913 913 913 907 907 913 913 913 917
3620
3800
870
1600 WASH TROUGH
D04
2100
2625
870 D02
90 1610
1610
1530
WC WC WC WC SHR SHR SHR SHR SHR
DECK 870
913
WC
1005
380
913 913
90
90
90
W04 W03
913
WC
SW 045.24 SFS SW 045.24 SFS
SW 045.24 SFS
SW 045.24 SFS
12800
URINAL
CHANGE MALE WC
913 913 985 380 913 913 913 913 460 90
W08
W05
913
WC
913 450 452 913
907 AMBILENT 90 4562 90
9900
WC
90
90
8300
MALE
907
SHR
7500
913
SHR
SW 045.24 SFS
SW 045.24 SFS
913
W07
W06
4562
1
913
SHR
1010 913
4 2
913
SHR
2286
90 460 913
3
917
SHR
90
90
1610
90
2100
1
Floor Plan A10
1 : 100
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A3 REVISED DESIGN 05.06.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
B1 DESIGN DEVELOPMENT 14.07.2025 SjB FLOOR PLAN
15/09/2025 12:51:26 PM
C1 DETAILED DESIGN 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
D1 CONTRACT PLAN SET 21.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
E1 FOR CONSTRUCTION 25.07.2025 SjB Soil Class: M
E2 Electrical distribution board and connection point
added
26.08.2025 SjB
Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A03
© QBCC Lic no. 15143813 E3 Falls added PWD 28.08.2025 Mb NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: 1 : 100
Page 4
WINDOW SCHEDULE
OPENING HEAD FRAMING FRAMING
MARK ID HEIGHT WIDTH DIRECTION GLAZING HEIGHT HEIGHT WIDTH DESCRIPTION SCREENS COMMENTS NOTES
BRADNAMS WINDOWS & DOORS
W01 450 2410 SFS CLEAR GLASS 2450 510 2470 SLIDING WINDOW - DOUBLE END SASH 450x2410 - SFS FLYSCREENS CUSTOM
W02 450 2410 SFS CLEAR GLASS 2450 510 2470 SLIDING WINDOW - DOUBLE END SASH 450x2410 - SFS FLYSCREENS CUSTOM
W03 450 2410 SFS CLEAR GLASS 2450 510 2470 SLIDING WINDOW - DOUBLE END SASH 450x2410 - SFS FLYSCREENS CUSTOM
W04 450 2410 SFS CLEAR GLASS 2450 510 2470 SLIDING WINDOW - DOUBLE END SASH 450x2410 - SFS FLYSCREENS CUSTOM
W05 450 2410 SFS CLEAR GLASS 2450 510 2470 SLIDING WINDOW - DOUBLE END SASH 450x2410 - SFS FLYSCREENS CUSTOM
W06 450 2410 SFS CLEAR GLASS 2450 510 2470 SLIDING WINDOW - DOUBLE END SASH 450x2410 - SFS FLYSCREENS CUSTOM
W07 450 2410 SFS CLEAR GLASS 2450 510 2470 SLIDING WINDOW - DOUBLE END SASH 450x2410 - SFS FLYSCREENS CUSTOM
W08 450 2410 SFS CLEAR GLASS 2450 510 2470 SLIDING WINDOW - DOUBLE END SASH 450x2410 - SFS FLYSCREENS CUSTOM
W09 450 2410 SFS CLEAR GLASS 2450 510 2470 SLIDING WINDOW - DOUBLE END SASH 450x2410 - SFS FLYSCREENS CUSTOM
DOOR SCHEDULE
FRAMING FRAMING HEAD
MARK HEIGHT WIDTH HEIGHT WIDTH HEIGHT DESCRIPTION PANEL TYPE COMMENTS SCREENS
D01 2040 870 2120 960 2110 EXTERNAL DOOR - 870x2040 FLUSH PANEL NOT PART OF THIS BUILD CONTRACT
D02 2040 870 2100 930 2100 INTERNAL HOLLOW CORE DOOR - 870x2040 FLUSH PANEL
D03 2040 920 2120 1010 2110 EXTERNAL DOOR - 920x2040 FLUSH PANEL NOT PART OF THIS BUILD CONTRACT
D04 2040 870 2120 960 2110 EXTERNAL DOOR - 870x2040 FLUSH PANEL NOT PART OF THIS BUILD CONTRACT
Essential sliding window : U value = SHGC = 0.
Essential double hung window: U value = SHGC = 0.
Essential fixed window: U value = SHGC = 0.
Commercial sliding glass door: U value = SHGC = 0.
U Value to be equal or less & SHGC can be within 5%
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB DOOR & WINDOW SCHEDULE
15/09/2025 12:51:27 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A04
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale:
Page 5
NOTES
NOTE DESCRIPTION
PITCHING POINT
WINDOW HEAD HEIGHT
2600
2450
2.7 min AHDFFL
1 - North West Elevation
1 : 100
2.5° 2.5°
PITCHING POINT
W06 W05 WINDOW HEAD HEIGHT
2600
2450
2.7 min AHD FFL
PAD
2 - North East Elevation
1 : 100
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB ELEVATIONS (1)
15/09/2025 12:51:28 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A05
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: 1 : 100
Page 6
NOTES
NOTE DESCRIPTION
CL1 EXTERNAL CLADDING TYPE 1 REFER
TO SCHEDULE FOR DETAILS
CL2 EXTERNAL CLADDING TYPE 2 REFER
TO SCHEDULE FOR DETAILS
PITCHING POINT
W04 W03
WINDOW HEAD HEIGHT
2600
2450
2.7 min AHD FFL
PAD
3 - South East Elevation
1 : 100
2.50°
PITCHING POINT
W09 CL1 W08 W07
WINDOW HEAD HEIGHT
2600
2450
CL2
2.7 min AHD FFL
PAD
4 - South West Elevation
1 : 100
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB ELEVATIONS (2)
15/09/2025 12:51:29 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A06
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: 1 : 100
Page 7
SMOKE DETECTOR
NOTES ELECTRICAL SCHEDULE1 DA DATA POINT
NOTE DESCRIPTION ITEMS QTY PH TELEPHONE POINT
FLURO 1200 BATTEN 10 TV POINT
GPO - DOUBLE 8
PAY TV POINT
EXHAUST FAN - WALL MOUNT 8
300
WALL LIGHT - EXTERNAL 3 DOUBLE GPO
300 WATERPROOF DOUBLE GPO
300 DOUBLE GPO WITH USB
300 SINGLE GPO
ELECTRICAL CONNECTION POINT U/G FROM EXISTING METERBOX 300 WATERPROOF SINGLE GPO
300 SINGLE GPO WITH USB
300
SINGLE SWITCHED SOCKET
GIMBLE STYLE DOWNLIGHT
@ 1800 AFL @ 1800 AFL @ 1800 AFL LED DOWNLIGHT
1100
EXHAUST FAN - CEILING MOUNT
1800 EXHAUST FAN - WALL MOUNT
1100
PENDANT LIGHT
1100
1100
1800
DOUBLE SPOT LIGHT
1100
DISTRIBUTION SINGLE SPOT LIGHT
BOARD
1100 WALL LIGHT - EXTERNAL
WALL LIGHT - INTERNAL
1200
URINAL
CEILING FAN -
DIAMETER AS INDICATED
1200
Note:
CEILING FAN WITH
CLIPPER LIGHT -
1. Led batten lights & exhaust fans to run off an adjustable timer switch. DIAMETER AS INDICATED
2. Eternal deck and wall lights to run on a day & night switch. • TV & DATA POINTS TO MATCH ADJACENT
GPO HEIGHT UNLESS NOMINATED
• LIGHT SWITCHES @ 1100 AFL UNO
POWERPOINT LOCATION HEIGHTS IN MM
WALL SWITCHES 1100
POWERPOINTS UNO 300
Ground Floor Plan
ABOVE BENCH POWEROINTS (AB) 1100
1 : 100
DISHWASHER POWERPOINT 750
MICROWAVE POWERPOINTS (AB) 1500
MICROWAVE POWERPOINTS (BB) 700
FRIDGE POWERPOINTS 1850
RANGEHOOD 1750
TV / DATA 300
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB LIGHTING & ELECTRICAL PLAN
15/09/2025 12:51:30 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A07
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: As indicated
Page 8
m 490 m
34 m 34 m
1100
m
1:80
mm
WC
34 m
625
27
1:90
1800
1:87 1:61 FEMALE CHANGE
1250
1320
FEMALE WC F1
1:80
mm1:83 m F3
20 mm 34 m
1:83 34 F2
1:90
1100
mm
BED
1800
1220 P1 HEIGHTS
27
P3 1:87 1:61
1390
P2
1:90
700
1:91
1100
34 WC WC WC WC SHR SHR SHR SHR SHR
34
34
m 490
m
m
m
m
m
1170
PWD Toilet & shower 1100
1 : 50
Female Changing Room
1 : 50
620 approx
W01 W02
460 MIRROR
750
770 435
2000
900
VINYL MIRROR 900 X 1800
TOILET PARTITIONS
1050
850
STAINLESS STEEL SPLASHBACK
300
785
784
50
800
NOTE: WASH TROUGH TO HAVE OVERFLOW PLUMBED IN
50
PWD - 1 PWD - 2
1 : 50 1 : 50
Female Change - 1
1 : 50
W09 W03 W04
PWD - 3 Female Change - 2 Female Change - 3
1 : 50 1 : 50 1 : 50
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A3 REVISED DESIGN 05.06.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
B1 DESIGN DEVELOPMENT 14.07.2025 SjB INTERNAL ELEVATIONS 1
15/09/2025 12:51:31 PM
C1 DETAILED DESIGN 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
D1 CONTRACT PLAN SET 21.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
E1 FOR CONSTRUCTION 25.07.2025 SjB Soil Class: M
E2 Electrical distribution board and connection point
added
26.08.2025 SjB
Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A08
© QBCC Lic no. 15143813 E3 Falls added PWD 28.08.2025 Mb NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: 1 : 50
Page 9
P3
1100
W07 W08
WASH TROUGH
1074
330 330
ARMSTRONG WALLFLEX
1100
APPROX 250mm PAST
URINAL TROUGH
WC
NOTE: URINAL TROUGH TO HAVE OVERFLOW PLUMBED IN
MALE WC
WC
Male Change - M1
1 : 50
URINAL
WC
W05 W06
M1
M4 M2
WC
M3
D04
870
SHR
SHR
Male Change - M2
MALE CHANGE
1 : 50
SHR
SHR
900
MIRROR 900 X 1800
STAINLESS STEEL
300
SHR
SPLASHBACK
800
Floor Plan NOTE: WASH TROUGH TO HAVE OVERFLOW PLUMBED IN
1 : 50 Male Change - M3 Male Change - M4
1 : 50 1 : 50
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB INTERNAL ELEVATIONS 2
15/09/2025 12:51:32 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A09
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: 1 : 50
Page 10
2.5°
TOP OF FRAME
PITCHING POINT
WINDOW HEAD HEIGHT
PWD WC
3154
2600
2600
MALE CHANGE
2450
MALE WC
URINAL
NOTE: URINAL TROUGH TO HAVE OVERFLOW PLUMBED IN
FFL
PAD
Section 1
1 : 50
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB TYPICAL SECTION
15/09/2025 12:51:33 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A10
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By:
MD SjB DS MB Checked By: T.J. Scale: 1 : 50
Page 11
NOTES
NOTE DESCRIPTION
3800 13030
COL STEEL COLUMN
RWF 725 2350 725 1200 3543 3543 3543 1200
1200
1500
COL COL
RWF RWF
725
725
COL COL COL COL
RWF RWF RWF
3467
EQ
2350
COL COL COL COL COL COL
RWF RWF RWF RWF
RWF RWF
725
725
12800
3467
EQ
COL COL
RWF RWF
7500
3467
EQ
COL COL
RWF RWF
1200
Post / Footing Site Setout Plan
1 : 100
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB POST/FOOTING SITE SETOUT
15/09/2025 12:51:33 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A11
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By:
MD SjB DS MB Checked By: T.J. Scale: 1 : 100
Page 12
Revision Description Date Issued By
C1 DETAILED DESIGN 14.07.202 SjB
5
D1 CONTRACT PLAN SET 21.07.202 SjB
5
E1 FOR CONSTRUCTION 25.07.202 SjB
5
E2 Electrical distribution board and 26.08.202 SjB
3800 13030 connection point added 5
90 3620 90 2000 90 810 70 9970 90
90
90
1500
1500
2650
2470
90
2470 3140 2470 1385
955
1010
2090
70
90
25
70
505
995
615
1540
3620
3800
70
960
2100
4562
90
1385 2470 2470 1385
12800
2470
9900
2100 © QBCC Lic no. 15143813
1263
PROJECT DESCRIPTION
CLIENT: Noosa Sea Scouts
7500
7500
Ladies & Gents Changing & wc
NAME ON TITLE:
Block
ADDRESS: 11 Eumundi Noosa Rd, Noosaville.
2410
2470
4562
Lot 7 on RP 224431
NOOSA SHIRE COUNCIL
Building Class: 10a
Climate Zone: 3
1221
1191
Wind: N3
BAL: low
N
90
Soil Class: M
Corrosion: C3 RATING
Acoustic: ACOUSTIC
Sheet Name:
WALL FRAME SETOUT PLAN
1 : 75 WALL FRAME SETOUT
PLAN
15/09/2025 12:51:34 PM
Project #: Sheet #: Rev:
1229 A12 E2
Drawn: SjB Checked: T.J. Scale: 1 : 75
Page 13
INSTALLATION OF GUTTERING MUST
MATERIALS/FINISHES LEGEND TOTAL m²/LM
NOTES COMPLY WITH NCC VOL 2 2022
COLORBOND TRIMDEK ROOF SHEETING .. m² PART 7.4.3 - SELECTION OF GUTTERING
NOTE DESCRIPTION 150mm MEGAFLOW COLORBOND QUAD GUTTER .. LM AND PART 7.4.4 - INSTALLATION OF GUTTERS.
dp DP - 90MM PVC DOWNPIPES .. DOWNPIPES
DOWNPIPES TO COMPLY WITH NCC VOL 2 2022
PART 7.4.5 - DOWNPIPES - SIZE AND INSTALLATION
Note (c) - Overflow measures in accordance with
Table 7.4.6 are deemed to be capable of removing
the overflow volume specified in that Table.
3800 13030 Table 7.4.6 Acceptable continuous overflow measure -
Front face slotted gutter with— a minimum slot opening area of 1200 mm2
per metre of gutter; and the lower edge of the slots installed a minimum of 25
mm below the top of the fascia. Overflow capacity - 0.5L/s.
Controlled back gap with—
a permanent minimum 10 mm spacer installed between the gutter back and
the fascia; and one spacer per bracket, with the spacer not more than 50 mm
dp dp wide; and the back of the gutter installed a minimum of 10 mm below the top of
the fascia. Overflow capacity - 1.5L/s.
Controlled front bead height with -
the front bead of the gutter installed a minimum of 10 mm below the top of the
fascia. Overflow capacity - 1.5L/s.
2.5°
3800
12800
2.5°
dp dp
Roof Plan
1 : 100
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB ROOF PLAN
15/09/2025 12:51:34 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A13
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: As indicated
Page 14
GENERAL NOTES STRUCTURAL DESIGN WINDOWS
ALL DIMENSIONS IN MILLIMETRES. ALUMINIUM & GLAZING IN ACCORDANCE WITH
WHERE A STRUCTURAL ENGINEER HAS BEEN CONSULTED A.S. 2047 - 2014 - WINDOWS IN BUILDINGS.
ALL TIMBER OR STEEL FRAMED WALLS TO WET AREAS TO BE - ENGINEER'S DRAWINGS AND SPECIFICATIONS TO BE TO SUIT SITE DESIGN WIND LOADING.
LINED WITH FC OR APPROVED WET AREA CLADDING, FIXED STRICTLY COMPLIED WITH.
IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. RETAINING STRUCTURES PROTECTION OF OPENABLE WINDOWS TO COMPLY WITH
NCC VOL 2 2019 PART 3.9.2.6 AND PART 3.9.2.7.
SUPSPENDED TIMBER OR STEEL FRAMED FLOORS TO HAVE WET 1. DO NOT BACKFILL RETAINING WALLS UNTIL 21 DAYS WINDOWS TO BE PROTECTED IN BEDROOMS
AREA FLOORING TO ALL WET AREAS, FIXED IN ACCORDANCE AFTER CONCRETE HAS BEEN PLACED IN THE WALLS OF WHERE WINDOW IS 2M OR MORE ABOVE THE SURFACE
WITH MANUFACTURER'S SPECIFICATIONS. THE RETAINING STRUCTURES UNLESS NOTED BENEATH AND OTHER ROOMS WINDOWS WHERE WINDOW
OTHERWISE. IS 4M OR MORE ABOVE SURFACE BENEATH.
THE SUB-FLOOR SPACE OF A DWELLING MUST BE VENTILATED IN 2. THE BACKFILL MATERIAL BEHIND THE FULL LENGTH OF
ACCORDANCE WITH NCC VOL 2 2019 PART 3.4.1 THE EARTH RETAINING WALLS SHALL CONSIST OF A LININGS
COARSE GRAINED SOIL OF HIGH PERMEABILITY (ie CLEAN
ALL GLAZING TO COMPLY WITH NCC VOL 2 2019 PART 3.6 AND MUST BE COURSE SAND OR GRAVEL) TO MAX WIDTH OF 300MM EXTERNAL CLADDINGS AND INTERNAL LININGS
DESIGNED FOR THE WIND LOADS SPECIFIC TO THE BUILDING. FOR THE FULL RETAINING HEIGHT. TO BE FIXED AND FINISHED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATION.
SMOKE ALARMS MUST BE INSTALLED IN ACCORDANCE WITH NCC VOL 2 2019
PART 3.7.5, BE MAINS AND INTERCONNECTED AND COMPLY WITH AS3786 WET AREA SURFACES TERMITES
WATER CLOSETS (WC'S) TO HAVE A MINIMUM CLEAR WIDTH OF 900MM FLOOR SURFACES TO BATH & LAUNDRY SHALL BE IMPERVIOUS, A TERMITE MANAGEMENT SYSTEM MUST BE INSTALLED IN
WITH JUNCTIONS BETWEEN WALL AND FLOOR FLASHED TO ACCORDANCE WITH NCC VOL 2 2019 PART 3.1.4 & AS3660
DOORS TO WC'S WHICH SWING 'IN' ARE TO HAVE LIFT - OFF HINGES. PREVENT MOISTURE PENETRATION INTO WALLS. - TERMITE MANAGEMENT FOR A SLAB CONFORMING WITH
PROVIDE ADEQUATE CLEARANCE AT TOP OF DOOR TO SUIT HINGES. AS2870 - RESIDENTIAL SLABS & FOOTINGS - CONSTRUCTION.
CERAMIC TILES OR OTHER APPROVED IMPERVIOUS MATERIAL
ALL OTHER CONNECTIONS TO BE IN ACCORDANCE WITH A.S. A1684.2 TIMBER TO WALLS ABOVE SHOWERS TO 1800MM MIN ABOVE FLOOR. TERMITE BARRIERS MUST BE INSTALLED IN ACCORDANCE
FRAMING CODE. WITH MANUFACTURERS RECOMMENDATIONS OR BY AN
SUSTAINABLE BUILDING NOTES: ACCREDITED TECHNICIAN.
STAIRS SHALL BE DESIGNED IN ACCORDANCE WITH NCC VOL 2 2019 PART 3.9.1. MP 4.1 - ACCEPTABLE SOLUTIONS
RISERS (R) - 115MIN, 190 MAX
GOINGS (G) - 240 MIN (Class 1 &10), 355 MAX; 1. HOME ADDITIONS TO HAVE ENERGY EFFICIENT LIGHTING BUSHFIRE HAZARD AREAS
2R+G = 550 MIN, 700 MAX FOR A MINIMUM OF 80% OF TOTAL FIXED INTERNAL LIGHTING.
2. HOME ADDITIONS TO HAVE NEW AIRCONDITIONERS WITH BUSHFIRE HAZARD AREAS ARE TO COMPLY WITH AS3959 &
MAXIMUM OPENING = 125 mm
AN E.E.R OF 2.9 MIN. NCC VOL 2 2019 - PART 2.3 & 3.7
STAIR TREADS MUST HAVE A SLIP RESISTANT FINISH OR A SUITABLE NON 3. HOME ADDITIONS TO HAVE ALL SHOWER ROSES AND TAPS
SKID STRIP NEAR THE EDGE OF THE NOSINGS IN ACCORDANCE WITH SERVING LAUNDRY TUBS, KITCHEN SINKS AND BASINS WITH
NCC VOL 2 2019 PART 3.9.1.4. A MIN 3 STAR WATER EFFICIENCY LABELLING AND STANDARDS
RATING. ALL TOILET CISTERNS TO HAVE A DUAL FLUSH
ALL BALUSTRADES AND HANDRAILS TO BE 1000 MIN ABOVE FINISHED SYSTEM AND A MIN 4 STAR WATER EFFICIENCY LABELLING AND
FLOOR LEVEL, 865mm MIN ABOVE STAIR NOSINGS AND HAVE NO OPENINGS STANDARDS RATING.
GREATER THAN 125mm, IN ACCORDANCE WITH NCC VOL 2 2019 PART 3.9.2 OTHER
ALL LAMINATED TIMBER BEAMS TO HAVE FULL-WIDTH BEARING AT VEHICLE CROSS OVERS SHALL COMPLY WITH LOCAL
EACH END UNLESS OTHERWISE NOTED BY MANUFACTURERS AUTHORITY REQUIREMENTS.
SPECIFICATION REQUIREMENTS.
FIRE & ACOUSTIC SEPARATION
CONCRETE MASONRY DESIGN TO AS 3700.
BUILT TO BOUNDARY WALLS & SEPARATING WALLS
WRITTEN DIMENSIONS TO HAVE PREFERENCE OVER SCALED BETWEEN TWO OR MORE CLASS 1 BUILDINGS MUST BE IN ACCORDANCE
DIMENSIONS WITH NCC VOL 2 2019 - PART 3.7 FIRE SAFETY
AND PART 3.8.6 - SOUND INSULATION.
ALL ASPECTS OF THIS PROJECT TO COMPLY WITH THE WORK
HEALTH AND SAFETY ACT 2011 & AS AMENDED.
IT IS AT THE BUILDERS DISCRETION TO POSITION BULKHEADS OR SERVICE
PANELS UNDER FLOOR FRAMING TO ACCOMODATE PLUMBING SERVICES.
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB GENERAL NOTES
15/09/2025 12:51:34 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A14
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: 1 : 100
Page 15
IN ACCORDANCE WITH NCC LIVABLE HOUSING DESIGN STANDARD 2022
CL
1000
500 500
600 600
STRUCTURAL NOGGING
SHEET
150
150
30
930 -940
300
150
800 -810
800 -810
0
WC PAN
150
LOCATION OF NOGGINGS FOR LOCATIONS OF NOGGING FOR
A WALL BEHIND TOILET PAN WALL ADJACENT TO A TOILET PAN
150
NOGGING 300 300
1000
NOGGING
TOP OF BATH
1600
150
175
600
SIDE VIEW FRONT VIEW
LOCATION OF NOGGINGS FOR
WALLS SURROUNDING A BATH
820 MIN
CLEAR OPENING
OPENING TO BE CLEAR OF
DOOR LEAF & FRAMES
600 250 250 600
SHOWER ROSE
REINFORCEMENT
150
CL
CL
800 -810
820mm MIN
300 300
CLEAR OPENING
OPENING TO BE CLEAR OF
DOOR LEAF & FRAMES
WALL A WALL B
LOCATION OF NOGGINGS MEASUREMENT OF CLEAR
FOR SHOWER WALLS OPENING WIDTH
Revision Description Date Issued By Building Class: 10a Sheet Name:
PROJECT DESCRIPTION
A2 CONCEPT PLAN 06.05.2025 SjB
Client: Noosa Sea Scouts Climate Zone: 3
A3 REVISED DESIGN 05.06.2025 SjB STANDARD NCC DETAILS
15/09/2025 12:51:34 PM
B1 DESIGN DEVELOPMENT 14.07.2025 SjB Name on Title: Ladies & Gents Changing & wc Block Wind: N3
C1 DETAILED DESIGN 14.07.2025 SjB Address: 11 Eumundi Noosa Rd, Noosaville. BAL: low Project #: Sheet #:
D1 CONTRACT PLAN SET 21.07.2025 SjB Soil Class: M
E1
E2
FOR CONSTRUCTION
Electrical distribution board and connection point
25.07.2025
26.08.2025
SjB
SjB Lot 7 on RP 224431 Corrosion: C3 RATING 1229 A15
© QBCC Lic no. 15143813 added NOOSA SHIRE COUNCIL Acoustic: ACOUSTIC Drawn By: SjB Checked By: T.J. Scale: 1 : 50