07/1173 - Refurbishment of existing jetty and boathouse - att drawings [As Published] · 142007.1173

GENERAL NOTES
The warks that ara the subject af thase plans are structuratly adequate tor antuipeted usage as detated and
certified an these plans.
All structures cepicted have beea designed to comply with relevant regulations as set by the local authority,
‘Queensland Transport and the Prescribed Tidal Wark Cade (Schedule GA of the Coaital Protection &
Management Regclation 2003}
All structures depicted harem have deen designed in accordance with Australian Standards ASTI70.1
[structural design actions} ASW70.2 {wind toads) ASI664.1 [Alum structures) AS1720.1 {Hinber structures}
AS2159 Ipding) 453600 {concrete structures} AS39672 (design of marinas) AS4100 (steel structures), Relevant
local covenants, where applicable, have been considered in the design,
Anchorage piles where applicatie have been designed assuming independence trom any adjacent revetment
situctures.
Max vater Level used nm the design of any piles shown in tha structure is hat. under normal in-2ervce
Conditions. The pfes have not deen designed fer ftasd conditions in excess of fua.t. nor scour of the sail around
the base of the piles
. Where applcabte, the existing revetment wall appears (to the Sest extent that could be reasenably detarained
via non-destructive mspection} Fe be adaquate for typical sarvice loads [such as live, dead and unpactl that may
be imposed by Ine propased gangway/ abutment connection.
The following cesign paramaters form the basis for ihe design of the structure/s depicted herein -
12a (Panton & Gangway) Singia user pilad Structure Dasignt Live Load - 2.0 hPa
17b  Pantugn £ Gangway) Multiple user puled Structure Design Live Load {unrestricted access) - 30 hPa
(Te (Oech er Janty) Single user piled Strutture Geaign Live Load - 2.9 hPa
Vid Weck or Jetty} Multiple user piled Structure Gesign tive Load - 49 hPa
Te Gesign Ware height - 13.8
17t Design ultimate wind velocity ~ 36 a/s
Lig Man stream velocity (2% exceedanca probability) 12m/s maximum
1Jh —Ancherage, Mooring, Beardwalk of Jetty (where applicable} te be instatled in accordance with AS21S9
to ensure the toltowing ninumum [working! design inads are achiaved (Uniess Nored Otherwise) :
Bearing Capacity - 4.0 tenes.
Lateral Capacily - Q0 tonnes.

2.0 STEEL
24. All steelwork to comply with ASL16Q, All welds Io ba mm continuous fillet welds UNO.

2990

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DATE REVISION
ATLAS MARINE INTERNA TIORAL
Tepe AS

‘SUPERIOR JETTES.

 

2. Ail steel exposed te be hot dippad galvanized wilh coating masa nat tess than 6009/6q.m.
22. Stainless stad restraint cables to be ain Gam diaz, Grade 316 and in accordance with AS 2837 where

applicable,
, CONCRETE
| All concrate work to comply with AS3600,
Pontoon concrete strength to be SOMPa with @Onm slurp U0.
. Pile concrete 4G MPa b Abutment Block concrete 32 HPa.
34, Minimum cover to the reinforcement - GOmm UNO,

ALUMINIUM,
All alupiniwe to comply vith ASIS66 and to be {minimum} Grade 6063 TS UNO.
2. Butt welds, where spacified, to have fut penetration.
|. Surfaces between aluminium and concrete separated by bitummous membrana.

. FLOATATION
|. Design sratuity toad appieg.across halt the width of the tleating pontoon and on the entwe gangway wil
produce a maxknum tlt not exceeding 15 degrees and will not cause any corner to emarge from the water. The
ininum treeboard under auch loading will aut be less than 75mm at any point on the pontoon.
Polysigrane SL grade foam fo be encasad in high densily polyethylene menbrane fully welded at tha cornars
and jaina to form a completa seal impervious ta marme organisms known ta attach Te auch structures under

typical conditions.
). TIMBER

6.L ASL timber work te comply wih AS 1726.) to be ainimum FIT hardwood
, All batted timber connections, where specified, fo be galvanized lor stainless steel equivalent),
FIXINGS & FIMSHINGS:

D1. All fixings to be 216 Grade Stawless Steel UNO.

AT IS THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY
VESSEL BERTHED DOES NOT EXCEED THESE MAXUMLHS

DO NOT SCALE DRAWINGS. 2503
18000 $514
EXISTING BUM DING

RE-USE EXISTING
9.0m x 1.32¢m GANGWAY EXISTING

9350 x 15kN 0350 x 125kN TIMBER DECK
SPUN CONC. PRES. ‘SPUN CONC. MOCRING PLE.
4.0m HIN. EMBEDMENT 4.0m HIN, EMBEDMENT

OE TTT

UNE Oper ROME LOMITA

ELEVATION

SCALE 1: 100

a) fe *A7ETT PROPOSED PONTOON
SUPERIOR’ | [7/01/08 ome

jetties
peers HERITAGE JETTIES

20 Demand Avenue Arundel Old Australia 4616-D03 Aone (LOT t68) 172 GYMPIE TERRACE Sr

Mal Adteess: 2.0 Bar TH Narang 42tt
& anssren : STEPHEN R. BELYEA

Fou WISN z
Eaak alohperic etter cm RPEQ 6206