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24.070_Topsails Pl_Issue B_09Oct24 (1)(2)
notes
1. Contractor to confirm exact siting and orientation
10020 prior to construction setout.
40 8530 1450 725 725 2. All building setout & confirmation of setbacks &
1450l x 425w 315 dia. pvc insitu piles height to be carried out by a Licensed Surveyor.
kayak steps to engineers detail 3. Do not scale off drawings, use figured dimensions
1450l x 425w only. Any dimensions not nominated must be referred to
425
725 425
kayak steps the Designer for confirmation. Contractor shall verify all
aluminium framing sizes to engineers dimensions on site prior to construction.
design & detail 4. Levels & services locations to be confirmed prior to
construction.
5. Termite protection to be provided in accordance with
140x20/25 h4 equivalent
2560
clause 3.1.4 of the BCA (QLD variation) & AS3660.1.
or class 1 timber decking Contractor to provide protection information for building
5125
development application.
Existing
7000
revetment wall legend
6575
Existing 300mm deep fascia Denotes dimension to centre line
Rigid handrail to
revetment wall
comply with Noosa Do not fix jetty Joists to butt into headstocks Denotes dimension to outside face
Shire Council regulations
2565
to revetment wall with site welded connection
725
Do not fix jetty
jetty
1450
to revetment wall
725
725
10000 from centre of jetty 725 2850 2850 2850 725
10020
200x50x3mm aluminium 152x76x6mm structural
Boundary
Boundary
floor joists @ 450mm crs max. 'c' channel headstocks per pile
floor plan floor framing & footing plan
1 1 : 100
2 1 : 100
200 200
200
powdercoated
Boundary line
aluminium handrail
140x20/25 h4 equivalent 2/152x62x8mm structural
or class 1 timber decking 'c' channel headstocks per pile
Do not fix jetty to Floor joists site welded to 200x50x3mm aluminium
140x20/25 h4 equivalent
revetment wall headstocks to engineers detail floor joists @ 450 crs max.
or class 1 timber decking
300mm deep fascia
300mm deep hwd decking
typical handrail detail
Existing revetment wall
fascia to perimeter
4 1 : 50
Headstocks to piles to
engineers detail
floor areas
315 dia. pvc insitu piles jetty area 22.5 m²
to engineers details total area 22.5 m²
section signatures
3 1 : 50 owner/s
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 MATT WHYTE NEW JETTY FLOOR PLAN, FLOOR FRAMING PLAN & 02 B 24.070 A3
NORTH
0409 612 231 | WWW.KUNKELBUILDINGDESIGN.COM.AU
QBCC Lic No 1136721 REV DATE DRAWN ISSUE
No. 20 TOPSAILS PLACE, NOOSAVILLE Q 4566 TYPICAL SECTION SHEETS IN SET SCALE
B 09/10/24 SDK CONSTRUCTION ISSUE Lot 498 ON RP880345 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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