07/1173 - Approved Plans - Heritage Jetties Pty Ltd [As Published] · 142007.1173.02

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All steel exposed to be hot dipped galvanized with coating mass not tess than 600g/sq.m.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

   

  

                  

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

  

      

 

 

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«€RAL NOTES 22.
The works that are the subject of these plans are structurally adequate for anticipated usage as detailed and 2.3. Stainless stect restraint cables to be min Bmm diam, Grade 316 and in accordance with AS 2837 where /
. certified on these plans. applicable.
“ 1.2. All structures depicted have been designed to comply with relevant regulations as set by the local authority, 3.0. CONCRETE
Queensland Transport and the Prescribed Tidal Work Code [Schedule 4A of the Coastal Protection & 31. Alt contrete work to comply with AS3600.
Management Regulation 2003) . . 3.2. Pontoon concrete strength to be SOMPa with 80mm stump UN.O.
13. All structures depicted herein have been designed in accordance with Australian Standards AS1170.1 3.3. Pile concrete 40 MPa & Abutment Block concrete 32 MPa.
(structural design actions) AS1170.2 {wind loads) AS1664.1 [Alum structures) AS1720.1 {timber structures) 3.4. Minimum cover to the reinforcement - 40mm U.N.O.
AS2159 (piling) AS3600 (concrete structures) AS3962 (design of marinas) AS4100 (steel structures). Relevant
tocat covenants, where applicable, have been considered in the design. : 4.0. ALUMINIUM 4
1.4. Anchorage piles where applicable have been designed assuming independence from any adjacent revetment 4.1. All aluminium to comply with AS1664 and to be {minimum) Grade 6063 TS UNO.
structures. . . . . 4.2, Butt welds, where specified, to have full penetration.
1.5. Max water level used in the design of any piles shown in the structure is h.a.t. under normal in-service 4.3. Surfaces between aluminium and concrete separated by bituminous membrane.
conditions. The piles have not been designed for flood conditions in excess of h.a.t. nor scour of the soil around
the base of the piles. 5.0. FLDATATION
1.6. Where applicable, the existing revetment wall appears [to the best extent that could be reasonably determined 5.1. Design stability toad applied across half the width of the floating pontoon and on the entire gangway will
via non-destructive inspection) to be adequate for typicat service loads (such as live, dead and impact) that may produce a maximum tilt not exceeding 15 degrees and will not cause any corner to emerge from the water. The
be imposed by the proposed gangway/abutment connection. oo minimum freeboard.under such loading will not be less than 75mm at any point on the pontoon.
The following design parameters form the basis for the design of the structure/s depicted herein - 5.2. Polystyrene SL grade foam to be encased in high density polyethylene membrane fully welded at the corners
Va (Pontoon & Gangway) Single user piled Structure Design Live Load - 2.0 kPa and joins to form a complete seal impervious to marine organisms known to attach to such structures under
1.7b (Pontoon & Gangway} Multiple user piled Structure Design Live Load (unrestricted access} - 3.0 kPa typicat conditions. .
We (Deck or Jetty} Single user piled Structure Design Live Load - 2.0 kPa j .
Vd (Deck or Jetty) Multiple user piled Structure Design Live Load - 5.0 kPa 6.0. TIMBER °
We Design Wave helght - 0.3 m 6.1. All timber work to comply with AS 1720.1 to be minimum F17 hardwood,
Lit Design ultimate wind velocity - 36 m/s 6.2. All bolted timber connections, where specified, to be gaivanized lor stainless steel equivalent).
Lig Max stream velocity (2% exceedance probability) 1.2m/s maximum
11h Anchorage, Mooring, Boardwalk or Jetty {where applicable) to be installed in accordance with AS2159 7.0, FIXINGS & FINISHINGS
to'ensure the following minimum (working) design loads are achieved (Unless Noted Otherwise) : 11. All fixings to be 316 Grade Stainless Steel U.N.O.
Bearing Capacity - 4.0 tonnes.
Laterat Capacity - 3.0 tonnes. '
IT IS THE OWNERS RESPONSIBILITY. TO ENSURE THAT ANY
2.0, STEEL VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS
2.1 All steelwork to comply with AS4100. All welds to be 6mm continuous fillet welds U.N.O.
DO NOT SCALE DRAWINGS.
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(Wo: ] ATE | REVISION ~ (oare >) (7257 PROPOSED PONTOON RECONFIGURATION
ATLAS MARINE INTERNATIONAL
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WITHOUT PRIOR WRITTEN PERPESSION OF Fo WISN aE
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SUNSHINE COAST
REGIONAL COUNCIL

PLANS APPROVED
Signatur Cork bo

Date: esse 19:29,09
Ape. 4 Ff 43

  

 

 

 

 

 

ADRIAN BAKER
COMPUTER DRAFTING

   
 

"LIC No. 077586
OFFICE 1,36 DUKE St. SUNSHINE BEACH
PH: 07 5447 3372 FAX: 07 5447 3416
EMAIL: [email protected]

 

SUNSHINE COAST REGIONAL COUNCIL

 

 

 

 

 

 

 

 

 

 

 

 

 

1 age .

Modified Jetties Layout | sheet 7 oF 7 | Date 1124-54 AM
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Shik by A-Baker—| Dr by Siew
CLIENT: HERITAGE JETTIES _172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 Scale 13200 REE Hie Danas

 

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