07/1173 - Approved Plans [As Published] · 142007.1173

Page 2

1.0, GENERAL NOTES

11 The works that are the subject of these plans are structurally adequate for anticipated usage as detailed and
certified on these plans.

12. All structures depicted have been designed to comply with relevant regulations as set by the local authority,
Queensland Transport and the Prescribed Tidal Work Code (Schedule 4A of the Coastal Protection &
Management Regulation 2003)

13. AU structures depicted herein have been designed in accordance with Australian Standards AS1970.1
(structurat design actions) AS1170.2 (wind loads) AS1666.1 (Alum structures} AS1720.1 (timber structures}
AS2B3 (piling) AS3600 {concrete structures] AS3962 (design of marinas) AS4100 [steal structures}, Relevant
local covenants, where applicable, have been considered in the design.

14, Anchorage piles where applicable have been designed assuming independence from any adjacent revetment
structures,

15. Max water level used in the design of any piles shown in the structure is h.a.t. under normal in-service
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.

1.6. Where applicable, the existing revetment wall appears {to the best extent that could be reasonably determined
via non-destructive inspection) to be adequate for typical service loads (such as tive, dead and impact) that may
be imposed by the proposed gangway/abutment connection.

17. The fallowing design parameters form the basis for the design of the structure/s depicted herein -

La (Pontoon & Gangway) Single user piled Structure Design Live Load - 2.0 kPa

Lib (Pontoon & Gangway) Multiple user piled Structure Oesign Live Load (unrestricted access] ~ 3.0 kPa

Lie (Deck or Jetty) Single user piled Structure Design Live Load - 2.0 kPa

Lid (Deck or Jetty) Multiple user piled Structure Design Live Load - $0 kPa

We Design Wave helght - 0.3 m

11f Design ultimate wind velocity - 36 m/s

119 Max stream velocity (2% exceedance probability) .2m/s maximum

1.7h Anchorage, Mooring, Boardwalk or Jetty (where applicable) to be Installed in accordance with AS2159
to ensure the following minimum (working) design toads are achieved (Unless Noted Otherwise) «
Bearing Capacity - 4.0 tonnes.
Lateral Capacity -4,0 tonnes.

22. All steel exposed f to be hot dipped galvanized with coating mass not less than 6009/sq.n.
2.3. Stainless steel restraint cables to be min Bm diam, Grade 316 and in accordance with AS 2637 where

applicable.

3.0. CONCRETE '
3.1. All concrete work to comply with AS3600.
3.2. Pontoon concrete strength to be SOMPa with 80mm slump U.N.O.
3.3. Pile concrete 60 MPa & Abutment Block concrete 32 MPa.
3.4. Minimum cover to the reinforcement - 40mm UNO.

4.0. ALUMINIUM :

41. All aluminium fo comply with AS1664 and to be (minimum) Grade 6063 TS UNO.
4.2, Butt welds, where specified, to have full penetration.

43. Surfaces between aluminium and concrete separated by bituminous membrane,

$.0. FLOATATION ,
5.4. Design stability load applied across half the width of the floating pontoon and on the entire gangway will

produce a maxiqum tilt not exceeding 5 degrees and will not cause any corner to emerge from the water. The °

minimum freeboard under such loading will not be less than 75mm at any point on the pontoon.

5.2, Polystyrene SL grade foam to be encased in high density polyethylene membrane fully welded at the corners
and Joins to form a complete seal impervious to marine organisms known to attach to such structures under
typlcat conditions.

6.0. TIMBER

6.1. All timber work to comply with AS 1720.1 fo be minimum Ft] hardwood.
6.2, All bolted timber connections, where specified, to be galvanized lor stainless steel equivalent).
7.0. FIXINGS & FINISHINGS

7.1, All fixings to be 316 Grade Stainless Steet UALO.

{T 1S THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY

 

SUNSHINE COAST |
REGIONAL COUNCIL

PLANS APPROVED

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20. STEEL VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS
21. All steelwork to comply with AS4100. All welds ta be 6mm continuous fitlet welds U.N.O. : Are FOF] Ts
DO NOT SCALE DRAWINGS.
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Environmental Protection Agency

APPROVED
Permit No: Lec20b2) 302

 

 

  

SUNSHINE.
REGIONAL

PLANS

   

O# OF[NFS

 

 

ADRIAN BAKER
COMPUTER DRAFTING

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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

 

 

 

 

 

 

 

 

 

Date 13/08/2008
ee . Sheet 2 OF 7 2:29:18 PM
pit & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Chk byA Baker {| DrgbyS.Hom
CLIENT: HERITAGE JETTIES —_ 172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 Scale 1: 100 REF. No. 0808S

 

 

 

Page 4

 

   

Existing Gang way moved fo end of board walk
Fixed to Manufactures detail

Exdsting concrete path

 

Board walk ramped up to exiting floor level

Aeros Sta East Elevation.

1: 100

 

"3 !

400mm dia concrete pylons
= eo Gates or openings in balustrade

 

Environmental Preston Agency

“APPROVED.

Permit No: [acho 67/527

    

 

      

    

Floating pontoons to Manufactures detail

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Hy | HHH! Security Fences to Manufactures detal

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Apprax Water level
Stainless steel wire balustrade to BCA 3.9.2

West Elevation

 

North Elevation

  

 

 

concrete path SUNSHINE COAST
REGIONAL COUNCIL

PLANS APPROVED

 

 

 

 

1: 100

 

(3) South Elevation

APPA OF/UF3

 

ADRIAN BAKER
_ COMPUTER DRAFTING

   

OFFICE 1,36 DUKE St. SUNSHINE BEACH

PH: 07 5447 3372 FAX: 07 5447 3416
EMAIL: [email protected]

SUNSHINE COAST REGIONAL COUNCIL

 

 

 

 

 

 

 

 

 

 

1: 100 7 oh Date 13/08/2008
. . t F 229:
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF oreo ae Bra by z 2720 eM
CLIENT: HERITAGE JETTIES _ 172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 Scale 1: 400 REF No. 0808S

 

 

 

 

Page 5

 

Zincalum rool sheeting fixed to W41 NS
Approved type roof batlens fixed fo W41.N3

Trusses fo Manufactures detail @ 900 ors
30mm gal looped strap 4/32.8 nals per leg

FC sheet Finings to celing & walls
Tobe water resistant.

 
                            

Roof Pitch

Roof Pitch 5 deg
a Tincalum fascia & guiter

Top plates 2/90x45 MGP12

Cladding FC planking to be
*— 100x100 Hus posts

   

 

 

 

Water resistant & high impact
Securlly fencing & gates to Manu. detail
Studs 60x35 MGP12 @ 450 crs
42mm fe down rods @ 1200 ors
Joists 200%50 F17 @ 600 crs Bottom plates 80x35 MGP12
Approved type framing anchor
43002.8 nails per leg Treated & stained 14032 Baiau decking boards
Fixed with 75mm S/S screws SUNSHINE COAST
Bearers 700475 FAT Hod bearer REGIONAL COUNCIL
ova ts to posts PLANS APPROVED
Pylon 225mm hd =—
Encased in PVG pipe *e. wo sie gt Og ee Tg ee ee gy ee Ty et signatures... Lod bo.
To be embedded into river bad ' : =
le eet Existing board walk eub oor ised . \ [ Date: peceeeeeeeeeel On EA see
To match existing floor level ‘ . Ate. HOF/u As
200x50 F417 joists @ 450 ors

 

 

 

 

Bling fd, bracing & radu members by struc Engineer

|

Section 1

 

   

Environmental Protection Agency |"

APPROVED SN eee TIC No. 077588
OFFICE 1,36 DUKE St. SUNSHINE BEACH

’
. PH: 07 5447 3372 FAX: 07 5447 3416

 

 

 

 

 

 

 

 

 

 

 

 

 

| Permit No: #4700 47/307 EMAIL: [email protected]
SUNSHINE COAST REGIONAL COUNCIL
. 5 0 Date 13/08/2008 ,
heet 4 OF 7 2:29:20 PM
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Chk by A. Baker Drg by S.Horn
CLIENT: HERITAGE JETTIES 172 GYMPIE TERRACE, NOOSAVILLE ' LOT No. 164 SP No, 907410 oO Scale 1:50 REF. No. 0808S

 

Page 6

 

 

 

 

        

North East

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Environmental Protection Agency

APPROVED
Permit No:_#tco0 67/307

 

 

 

 

SUNSHINE COAST
REGIONAL COUNCIL

PLANS APPROVED
Signature: oA. eee

Date:
APA, HH OF /NFR

North West

    

 

 

 

 

 

ADRIAN BAKER
COMPU

 

LIC N
OFFICE 1,36 DUKE St. SUNSHINE BEACH
PH: 07 5447 3372 FAX: 07 5447 3416
EMAIL: [email protected]
SUNSHINE COAST REGIONAL COUNCIL

73/08/2008
Sheets OF 7 | P8€  9.29:26 pm

Chk by A. Baker Drg by S.Horm

 

 

 

 

 

 

 

PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF

Scale REF. No. 0808S

 

 

 

 

172 GYMPIE TERRACE, NOOSAVILLE

LOT No. 164 SP No. 907410

 

CLIENT: HERITAGE JETTIES

Page 7

 

 

South East

   

' SUNSHINE COAST
REGIONAL COUNCIL

PLANS APPROVED

Signature: .

 

 

Date: ..
APP, # OF (FB

 

 

Environmental Protection Agency

~~ APPROVED
Permit No: “Cc ook. LZLFo 7

 

 

 

 

 

 

 

 

 

ADRIAN BAKER

  

AED

 

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

  

 

 

 

South West EMAIL: [email protected]
SUNSHINE COAST REGIONAL COUNGIL
, 4310812008

Sheet6 OF 7 | [8° 9.29.30 pm

PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF Chk by A. Baker Drg by S.Hom
Scale REF. No. 0808S

CLIENT: HERITAGE JETTIES 172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907416

 

 

 

 

 

 

 

 

 

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APP of OF/NFR
Real Property Description i :
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COUNTY: MARCH AP P
COUNTYEMARCH ROVED
Permit No: At%cooé VELA
ADRIAN BAKER
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' OFFICE 1,36 DUKE St. SUNSHINE BEACH
PH: 07 5447 3372 FAX: 07 5447 3416
: EMAIL: [email protected]
: SUNSHINE COAST REGIONAL COUNCIL
: — 43/08/2008
| Sheet 7 OF 7 | O#© 9:99:34 pm
PROPOSED ADDITIONS & RENOVATIONS TO EXISTING TIMBER FRAMED SHEET ROOF BOAT SHED & WHARF . Chk by A. Baker Drg by S.Hom
CLIENT: HERITAGE JETTIES 4172 GYMPIE TERRACE, NOOSAVILLE LOT No. 164 SP No. 907410 Scale 4: 200 REF. No. 0808S

 

 

 

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