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Approved Plans MCU22-0179 & OPW22-254
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn Property boundary
7500 750 750
250mm deep
420
750 420
Property boundary
kayak step
2540
5080
5080
Rigid handrail to 200x50x3mm aluminium
comply with Noosa floor joists @ 450mm crs max.
7000
Shire Council regulations
Composite decking over 2/152x62x8mm structural
'c' channel headstocks per pile
Do not fix jetty
2540
to revetment wall 250mm deep fascia
750
jetty
1500
420 750
420 750
250mm deep
420
kayak step
1500 6000 1500 Do not fix jetty 1000 2415 2420 2415 750 315 dia. pvc insitu piles
to revetment wall to engineers detail
9000 1500
Joists to butt into headstocks aluminium framing sizes to engineers
Existing stone stairway with site welded connection design & detail
Existing revetment wall floor plan Existing revetment wall floor framing & footing plan
1 1 : 100
2 1 : 100
7500
300 300 notes
1. Contractor to confirm exact siting and orientation
prior to construction setout.
70
300
10 dia. rod 2. All building setout & confirmation of setbacks &
height to be carried out by a Licensed Surveyor.
1000
32 chs polished stainless 3. Do not scale off drawings, use figured dimensions
steel handrail & posts only. Any dimensions not nominated must be referred to
the Designer for confirmation. Contractor shall verify all
dimensions on site prior to construction.
Composite decking over 4. Levels & services locations to be confirmed prior to
construction.
300mm deep composite
decking fascia 5. Termite protection to be provided in accordance with
Boundary line
clause 3.1.4 of the BCA (QLD variation) & AS3660.1.
200x50x3mm aluminium handrail detail Contractor to provide protection information for building
floor joists @ 450 crs max. 3 1 : 50
development application.
legend
- composite decking over
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
300mm deep composite decking jetty area 21.8 m²
fascia to perimeter -
total area 21.8 m²
Existing revetment wall
Headstocks to piles to NOOSA COUNCIL signatures
engineers detail
315 dia. pvc insitu piles
APPROVED PLAN owner/s
to engineers details MCU22/0179 & OPW22/0254
section 1 NOV 2022 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 SDK SDK N3 MARK STEINERT NEW JETTY FLOOR PLAN, FLOOR FRAMING PLAN & 02 C 22.033 A3
RTH
0409 612 231 | WWW.KUNKELBUILDINGDESIGN.COM.AU
NO
QBCC Lic No 1136721 REV DATE DRAWN ISSUE
No. 48 MASTHEAD QUAY, NOOSAVILLE Q 4566 TYPICAL SECTION SHEETS IN SET SCALE
C 11/08/22 SDK CONSTRUCTION ISSUE Lot 610 ON RP883864 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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