Council archive · source document
Negotiated Approved Plans MCU26-0064 & OPW26-0093 · MCU26/0064
Plans and drawings: the text below has words only, no drawings.
notes
1. Contractor to confirm exact siting and orientation
Boundary
Boundary
prior to construction setout.
aluminium framing sizes to engineers 2. All building setout & confirmation of setbacks &
height to be carried out by a Licensed Surveyor.
10000 design & detail
3. Do not scale off drawings, use figured dimensions
1150 2050 6800 only. Any dimensions not nominated must be referred to
the Designer for confirmation. Contractor shall verify all
1150 914 3436 3600 900 dimensions on site prior to construction.
315 dia. pvc insitu piles
to engineers detail 4. Levels & services locations to be confirmed prior to
22mm composite decking construction.
Composite decking fascia 5. Termite protection to be provided in accordance with
750
1150
to perimeter clause 3.1.4 of the BCA (QLD variation) & AS3660.1.
Contractor to provide protection information for building
Existing
2286
development application.
Existing 425w kayak step revetment wall legend
425w
revetment wall Denotes dimension to centre line
2050
kayak step Joists to butt into headstocks
4700
3200
with site welded connection Denotes dimension to outside face
2414
750
Do not fix jetty
jetty
1500
to revetment wall
750
750
2000l rigid handrail to Do not fix jetty
comply with Noosa 575 1325 3600 3600 900 to revetment wall
Shire Council regulations
10000
200x50x3mm aluminium 2/152x63x6mm structural
floor joists @ 400mm crs max. 'c' channel headstocks per pile
floor plan floor framing & footing plan
1 1 : 100
2 1 : 100
2000
200 200
200
powdercoated
Boundary line
2/152x63x6mm structural aluminium handrail
'c' channel headstocks per pile 22mm composite decking
200x50x3mm aluminium Floor joists site welded to Do not fix jetty to
floor joists @ 400 crs max. headstocks to engineers detail revetment wall
140x25 composite decking
300mm deep composite 300mm deep fascia
decking fascia to perimeter
Existing revetment wall typical handrail detail
Headstocks to piles to
engineers detail
4 1 : 50
315 dia. pvc insitu piles
to engineers details floor areas
jetty area 20.8 m²
total area 20.8 m²
signatures
owner/s
section NOOSA COUNCIL
3 1 : 50
APPROVED PLAN
MCU26/0064 & OPW26/0093
12 OCT 2026 builder
DESIGNER CHECKER WIND CATEGORY CLIENT PROJECT DRAWING NAME SHEET NO REV PROJECT NO
No 13 GODWIN PLACE . PELICAN WATERS . QLD . 4551
0409 612 231 | WWW.KUNKELBUILDINGDESIGN.COM.AU NORT
H SDK SDK N3 ANDREW & TEGAN GRANT NEW JETTY
No. 18 MASTHEAD QUAY, NOOSAVILLE Q 4566
FLOOR PLAN, FLOOR FRAMING PLAN & 02
TYPICAL SECTION SHEETS IN SET
A 26.035
SCALE
A3
QBCC Lic No 1136721 REV DATE DRAWN ISSUE
A 25/08/26 SDK CONSTRUCTION ISSUE Lot 625 ON RP883863 2 As indicated
Do not scale from drawings. Dimensions are to be checked on site prior to commencement of work. Any dimensions not nominated must be referred to the Designer for confirmation. The information contained within this document is the copyright of the Designer. Use or copying in whole or part without the written permission of the Designer constitutes an infringement of copyright. Minimum Design Standards: To be in accordance with current National Construction Code (NCC), Queensland Development Code (QDC), AS/NZS Standards, Building Regulations, Local Government Planning Scheme & Policies
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