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23.003_The Peninsula_Issue C_03May23
aluminium framing sizes to engineers
design & detail
3000l rigid handrails to
comply with Noosa 10335 1235 2800 2800 2800 700
Shire Council regulations
750
jetty
1525
750
10185 1085
200x50x3mm aluminium
9.0m x 3.5m seapen floor joists @ 450mm crs max.
3650
3650
boat storage device 2/152x62x8mm structural
Composite decking over
10000 'c' channel headstocks per pile
Do not fix jettys
to revetment wall 280mm deep fascia
750
Existing walkway jetty Existing walkway
750
10000 900 2800 2800 2800 700 315 dia. pvc insitu piles
Do not fix jettys to engineers detail
dary
dary
to revetment wall
Property boun
Property boun
Existing revetment wall floor plan Existing revetment wall Joists to butt into headstocks floor framing & footing plan
1 1 : 100 with site welded connection 2 1 : 100
3000
140x35 hwd top rail
notes
1. Contractor to confirm exact siting and orientation
90x90 hwd prior to construction setout.
1000
support posts 2. All building setout & confirmation of setbacks &
height to be carried out by a Licensed Surveyor.
3. Do not scale off drawings, use figured dimensions
Composite decking over only. Any dimensions not nominated must be referred to
the Designer for confirmation. Contractor shall verify all
280mm deep composite dimensions on site prior to construction.
decking fascia 4. Levels & services locations to be confirmed prior to
handrail detail construction.
3 1 : 50
5. Termite protection to be provided in accordance with
Boundary line
clause 3.1.4 of the BCA (QLD variation) & AS3660.1.
200x50x3mm aluminium Contractor to provide protection information for building
development application.
floor joists @ 450 crs max.
- composite decking over legend
Do not fix jetty to Floor joists site welded to Denotes dimension to centre line
revetment wall headstocks to engineers detail 2/152x62x8mm structural Denotes dimension to outside face
'c' channel headstocks per pile
floor areas
280mm deep composite decking jetty area 30.4 m²
fascia to perimeter total area 30.4 m²
Existing revetment wall
Headstocks to piles to signatures
engineers detail owner/s
315 dia. pvc insitu piles
to engineers details
section builder
4 1 : 50
DESIGNER CHECKER WIND CATEGORY CLIENT PROJECT DRAWING NAME SHEET NO REV PROJECT NO
N o 1 3 G O D W I N P L A C E . P E L I C A N W A T E R S . Q L D . 4551
0409 612 231 | WWW.KUNKELBUILDINGDESIGN.COM.AU
NORTH SDK SDK N3 GRENVILLE SNOWDON NEW JETTY
No. 49 THE PENINSULA, NOOSAVILLE Q 4566
FLOOR PLAN, FLOOR FRAMING PLAN &
TYPICAL SECTION
02
SHEETS IN SET
C 23.003
SCALE
A3
QBCC Lic No 1136721 REV DATE DRAWN ISSUE
C 03/05/23 SDK CONSTRUCTION ISSUE Lot 282 ON RP856192 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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