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Compiled Approved Plans 51192.213.03
Plans and drawings: the text below has words only, no drawings.
11 Eumundi Noosa Rd NOOSAVILLE Noosa Sea Scouts 9/10/2018 North - APPROVED PLANS 51992.213.02 NOOSA COUNCIL 23 OCTOBER 2018 - Site Plan Building not approved (not to scale – refer to annotated dimensions) Document Set ID: 20720365 Version: 3, Version Date: 26/10/2018
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Page 2
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11 Eumundi Noosa Rd NOOSAVILLE Noosa Sea Scouts APPROVED PLANS 9/10/2018
51992.213.02
NOOSA COUNCIL
23 OCTOBER 2018
-
Proposed Shade Shelter – Dimensions, Elevations and 3-D Plans
Document Set ID: 20720365
Version: 3, Version Date: 26/10/2018
Page 3
SITE NOTES
EXISTING SERVICES PLOTTED FROM ONLINE RECORDS AND
16830 -
METER BOX LOCATION
SITE LEGEND ARE APROXIMATE ONLY
APPROVED PLANS
TO BE VERIFIED BY BUILDER ON SITE. - PEG
51992.213.03 UGP UGP UNDERGROUND POWER CONNECTION
TP - TREATMENT PLANT
UNDERGROUND SERVICES NOOSA COUNCIL
WT - WATER TANKS OHP OHP OVERHEAD POWER CONNECTION
CONTACT SHOULD BE MADE TO THE RELEVANT AUTHORITY 20 NOVEMBER 2025
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
Council Annotation:
1 6 4°
134.3 ' 00"
K
STORMWATER PIPES IN ACCORDANCE WITH A.S. 3500.3 & TO Approval 51992213.03 relates to U/G POWER FROM METER BOX TO BE
LO
DISPURSE 125m2 MAX ROOF AREA area contained in dashed linework INSTALLED BY SEA SCOUTS
52
80 m
PLUMBING for the New Ablution Block only. 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
Document Set ID: 24251390
Version: 1, Version Date: 28/10/2025
Page 4
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 APPROVED PLANS
Uncovered Deck 4 m² 90 3620 male wc / change 90 2000 90 810 70 9970 90 51992.213.03
102.1 m² NOOSA COUNCIL
20 NOVEMBER 2025
-
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
Document Set ID: 24251390
Version: 1, Version Date: 28/10/2025
Page 5
NOTES
NOTE DESCRIPTION
-
APPROVED PLANS
51992.213.03
NOOSA COUNCIL
20 NOVEMBER 2025
-
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
Document Set ID: 24251390
Version: 1, Version Date: 28/10/2025
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
-
APPROVED PLANS
51992.213.03
NOOSA COUNCIL
20 NOVEMBER 2025
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
Document Set ID: 24251390
Version: 1, Version Date: 28/10/2025
Page 7
-
INSTALLATION OF GUTTERING MUST
MATERIALS/FINISHES LEGEND TOTAL m²/LM
NOTES APPROVED PLANS COMPLY WITH NCC VOL 2 2022
51992.213.03 COLORBOND TRIMDEK ROOF SHEETING .. m² PART 7.4.3 - SELECTION OF GUTTERING
NOTE DESCRIPTION NOOSA COUNCIL 150mm MEGAFLOW COLORBOND QUAD GUTTER .. LM AND PART 7.4.4 - INSTALLATION OF GUTTERS.
dp 20 NOVEMBER 2025 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
Document Set ID: 24251390
Version: 1, Version Date: 28/10/2025