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24.002_ Jetty Plans Wyuna Dr_Issue D_11Jun24(1)(1)
Plans and drawings: the text below has words only, no drawings.
notes
200x50x3mm aluminium 2/152x62x8mm structural 1. Contractor to confirm exact siting and orientation
floor joists @ 450mm crs max. 'c' channel headstocks per pile prior to construction setout.
900 3250 3250 3250 3250 900 2. All building setout & confirmation of setbacks &
Do not fix jetty 100x75 composite height to be carried out by a Licensed Surveyor.
to revetment wall fender posts 3. Do not scale off drawings, use figured dimensions
only. Any dimensions not nominated must be referred to
the Designer for confirmation. Contractor shall verify all
750
750
dimensions on site prior to construction.
1850
750
4. Levels & services locations to be confirmed prior to
construction.
300mm deep fascia 5. Termite protection to be provided in accordance with
3500
clause 3.1.4 of the BCA (QLD variation) & AS3660.1.
150x25mm accoya timber or Contractor to provide protection information for building
H4 equivalent decking over development application.
3150
Joists to butt into headstocks legend
with site welded connection Denotes dimension to centre line
Denotes dimension to outside face
750
aluminium framing sizes to engineers
315 dia. pvc insitu piles
design & detail 2000 1250
Floor joists site welded to
to engineers detail
headstocks to engineers detail
900 900
200x50x3mm aluminium
Boundary line
floor joists @ 450 crs max.
Boundary
- 150x25mm accoya timber or
H4 equivalent decking over
≈ 1600 @ MLWS
Do not fix jetty to
≈ 670 @ HAT
1000
revetment wall 2/152x62x8mm structural
floor framing & footing plan 'c' channel headstocks per pile
2 1 : 100
Jetty RL 1.35m
300mm deep fascia to perimeter
Headstocks to piles to
Top of reventment engineers detail
wall ≈ RL 1.1m HAT RL 0.68m
315 dia. pvc insitu piles
14855 MHWS RL 0.36m to engineers details
14800 from centre of jetty AHD RL 0.0m
100x75 composite fender posts 100x75 composite fenders
MLWS RL -0.25m
- max 1000mm above deck LAT RL -0.42m
Do not fix jetty
jetty
1500
to revetment wall
2500 section
Rigid handrail to 3
1500 1 : 50
5000
comply with Noosa
Shire Council regulations
2500
2000
200 200
200 powdercoated
111 11445 1500 1800
aluminium handrail floor areas
1000
14855 jetty area 29.9 m²
total area 29.9 m²
Boundary
signatures
150x25mm accoya timber
or equivalent decking o w n e r /s
300mm deep fascia
floor plan handrail detail
1 1 : 100
4 1 : 50
builder
DESIGNER CHECKER WIND CATEGORY CLIENT PROJECT DRAWING NAME SHEET NO REV PROJECT NO
No 13 GODWIN PLACE . PELICAN WATERS . QLD . 4551 SDK SDK N3 SPIAGGIA INVEST P/L, VISTA BLU P/L, NEW JETTY FLOOR PLAN, FLOOR FRAMING PLAN & 02 D 24.002 A3
NORTH
0409 612 231 | WWW.KUNKELBUILDINGDESIGN.COM.AU
QBCC Lic No 1136721 REV DATE DRAWN ISSUE TROPICALE INVEST P/L & PARADISO INVEST P/L No. 33 WYUNA DRIVE, NOOSAVILLE Q 4566 TYPICAL SECTION SHEETS IN SET SCALE
D 05/06/24 SDK CONSTRUCTION ISSUE Lot 16 ON N10576 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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