Council archive · source document
OPW11/0106 - Part 2 of 2 - A2
Very large file (13.5 MB): the original may take a few minutes to open or download. The page text below is quick to read.
it +
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS
PILES:
ALL PILES SHALL BE APPROVED
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159
LOT 213
PILING CODE
NOTES:
4. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
AGENCYS' OPERATIONAL POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS.”
3. ALL STAINLESS STEEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
STEELWORK INCLUDING NUTS, BOLTS, WASHERS, SCREWS/ NAILS, ETC., SHALL BE HOT DIPPED GALVANISED
OR STAINLESS STEEL.
4. TOP OF PILES SHALL BE SEALED AND FULLY CAP FLASHED OR RINGED WITH AN ALUMINIUM ALLOY
OR STAINLESS STEEL BAND.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
LOT 212
817 m2
LOT 211
652m2
DESCRIPTION
LOTS 211 & 212
SITE PLAN 20
MHWS 0.34
DECKING:
pai ha dnb a Ad MLWS -0.28
STAINLESS STEEL
SCREWS EACH END
1:50
Development Counter
29 MAR 2011
+8
> Bee
ae
i Tewantin “2h |
SIDE ELEVATION FRONT ELEVATION
1:50 1:50
PROPOSED SHARED
LANDING
LOTS 211 & 212
COORAN COURT
NOOSA HEADS
RABRINK PTY LTD T/A
John Norden
& Associates
401010 263 877_
Structural / Civil Design Engineers
Suite 16 ‘Tewantin Piaza"
5
ALP
WORKING ORS
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
OPW11/0106 - Part 2 of 2 - A2Related documentApplication case desk ↗
About this file
- File size
- 13.5 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.