Council archive · source document
08/0774 - Approved Plan [As Published] · 142008.774
Plans and drawings: the text below has words only, no drawings.
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Page 2
DECKING:
140 x 32 HWD SCREWED
TO EACH BEARER
WITH 2/75 x No14 STAINLESS
STEEL SCREWS
NocR
76 x 38 HWD
1175 x No14 TYPE 17
‘AINLESS STEEL
St.
SCREWS @ 450 CRS
PILES:
@ 200 H8 MARINE HWD POLES
NOTE THAT ALL POLES TO COMPLY
WITH AS 2158 - PILING CODE
WITH 216 S/S BOLT
TYPICAL SECTION
180 x 75 HWD
216 SS
2M16 8S
PILES:
®@ 200 H6 MARINE HWD POLES
NOTE THAT ALL POLES TO COMPLY
WITH AS 2156 - PILING CODE
200 x 75 HWOD :
EPlAle | 5
180 x 76 HWD
200 x 75 HWD
76
DETAIL ( 2 )
130 x 75 HWD
2M16 G6.
150 x 75 HWO
DETAIL
NOTES:
41. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE
DURABILITY CLASS 1 OF APPROVED SPECIES AND HAVE
A STRESS GRADE OF F14 MIN.
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL
COMPLY WITH THE ENVIRONMENTAL PROTECTION AGENCYS'
"GUIDELINES" FOR CONSTRUCTION OF WORKS ON TIDAL LANDS
OR WATERS FOR PRIVATE USE.
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.
5. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM
THE DRAWINGS.
PO Box 290 PiFex 07 54743480
SUNSHINE COAST
REGIONAL COUNCIL
PLANS APPROVED
Signature: Salo essere
Dae en eZACSIE......
CPWERKS OBfCTIA .
(No. 42)
J. M. JOHNSON
PROPOSED JETTY
LOT 324
SALTWATER AVENUE
NOOSA WATERS
WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa
MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY - 0.5 m/sec
" 08/56-2
John Norden
& Associates
ACN 010 263 877
Structural / Civé Design Engineers
Sule 16 ‘Tewantin Plaza*
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