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OPW14/0239 Approved Plans
Plans and drawings: the text below has words only, no drawings.
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NOOSA COUNCIL
APPROVED PLANS
OPW14/0239 25 SEP 2014
[OCR of page images]
WET BERTHED VESSEL
MAXIMUM VESSEL LENGTH - 8.0m
MAXIMUM VESSEL BEAM - 2.6m
MAXIMUM VESSEL MASS - 3000 Kg
1.0. GENERAL NOTES
1.1. The works that are the subject of these plans are structurally adequate for anticipated usage as = |
detailed and certified on these plans.
1.2. 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. All structures depicted herein have been designed in accordance with Australian Standards AS1170.1
(structural design actions) AS1170.2 (wind loads) AS1664.1 (Alum structures) AS1720.1 (timber structures)
AS2159 (piling) AS3600 (concrete structures) AS3962 (design of marinas) AS4100 (steel structures). Relevant
local covenants, where applicable, have been considered in the design.
1.4. Anchorage piles where applicable have been designed assuming independence from any adjacent revetment
structures.
1.5. Max water level used in the design of any piles shown in the structure is RL +2.05 AHD under normal in-service
conditions. The piles have not been designed for Q100 flood conditions in excess of RL +2.05 AHD 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 live, dead and impact) that may
be imposed by the proposed gangway/abutment connection
1.Je Design Wave height - 0.5 m
17f Design ultimate wind velocity - 41 m/s
Bearing Capacity - 5.0 tonne
Lateral Capacity - 5.0 tonne
2.0. STEEL
applicable.
3.0. CONCRETE
3.1. All concrete work to comply with AS3600.
3.4. Minimum cover to the reinforcement - 40mm U.N.O.
4.0, ALUMINIUM
4.2. Butt welds, where specified, to have full penetration.
5.0. FLOATATION
typical conditions.
6.0. TIMBER
1.7. The following design parameters form the basis for the design of the structure/s depicted herein - L 0 T p 5 0
1a (Pontoon & Gangway) Single user piled Structure Design Live Load - 2.0 kPa
1.7b (Pontoon & Gangway) Multiple user piled Structure Design Live Load - 2.0 kPa
11 (Deck or Jetty) Single user piled Structure Design Live Load - 2.0 kPa
17d (Deck or Jetty) Multiple user piled Structure Design Live Load - 3.0 kPa
1.19 Max stream velocity (2% exceedance probability) <1.8/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 loads are achieved (Unless Noted Otherwise) :
3.2. Pontoon concrete strength to be SOMPa with 80mm slump U.N.O.
3.3. Pile concrete 40 MPa & Abutment Block concrete 32 MPa.
4.1, All aluminium to comply with AS1664 and to be (minimum) Grade 6063 TS U.N.O.
5.1. Design stability load applied across half the width of the floating pontoon and on the entire gangway will
produce a maximum tilt not exceeding 15 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
NOOSA COUNCIL
A 12696 5000
| APPROVED PLANS
BUEN — —— —— —_ | OPW14/0239 25 SEP 2014
EXISTING MOORING 2 “a
J STRUCTURE ! , —
ww at
e PROPOSED 5m x 3m SR
3 CONCRETE PONTOON ee
| Nan
Me Y/N
*
EXISTING REVETMENT WALL EXISTING MOORING >
/- STRUCTURE Lo .
24.63m 331° 29°
3134m 62° 27° 30”
2.1. All steelwork to comply with AS4100. All welds to be 6mm continuous fillet welds U.N.O.
2.2. All steel exposed to be hot dipped galvanized with coating mass not less than 600g/sq.m.
2.3. Stainless steel restraint cables to be min 8mm diam, Grade 316 and in accordance with AS 2837 where
Timber Deck
Edge Pool Coping
15400
TOP OF PILE | RL: +3.40m AHD —
CP
ON BUP4
Edge of Paving approx RL 1.51
114,
SITE PLAN (1: 250)
12000
3000
9000
SAND DREDGING TO BE DONE BY PROPERTY OW
NERS
4.3. Surfaces between aluminium and concrete separated by bituminous membrane.
HA.T.| RL: +1.16m AHD —
/\ 9.70m x 1.32m ALUMINIUM
HINGED GANGWAY
MH.W.S. | RL: +0.66m AHD
RL: 0.00m AHD —
EXISTING REVETMENT WALL
M.L.W.S. | RL: -0.74m AHD
LAT. | RL: -112m AHD —_ =?
\
CONCRETE ABUTMENT
—
6.1. All timber work to comply with AS 1720.1 to be minimum F17 hardwood. AS en |
6.2. All bolted timber connections, where specified, to be galvanized (or stainless steel equivalent). 26 ae La
ty =
7.0. FIXINGS & FINISHINGS 25 67" SEER BBBLRE 2|2 Pal
7.4. All fixings to be 316 Grade Stainless Steel U.N.O. xe 2|= 1 | SAND RELOCATION TO BE DONE BY PROPERTY OWNERS |
=|
ao
ORIGINAL DESIGN CANAL PROFILE 5 5 | |
IT IS THE OWNERS RESPONSIBILITY TO ENSURE THAT ANY | ea SPUN
VESSEL BERTHED DOES NOT EXCEED THESE MAXIMUMS 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 4 Lu
DO NOT SCALE DRAWINGS. {SUCH AS LIVE, DEAD AND IMPACT) THAT MAY BE IMPOSED BY THE PROPOSED GANGWA Y / ABUTMENT CONNECTION. ELEVATION \
1: 100
Gs (7
| No: | DATE | REVISION DRAWN BY) { a7) as MARINE INTERNATIONAL DATE >) (7808 PROPOSED PONTOON AND GANGWAY CERTIFIED
A | 28/08/16 | PONTOON LENGTH REDUCED TO 5.0m DG TRADING AS C @|128/04/14 ore. TIlE SITE PLAN, ELEVATION & GENERAL NOTES
SUPERIOR JETTIES SUPERIOR CENT MARK WICHLINSKI
DRAWING NO: PISCES APARTMENTS
ADDRESS
eae INTERNATIONAL PTY, LTD. Mail Address: P.0. Box 920 Nerang 4211 11 3 6 3 ma D 01 7 PEZA CT pe
NO PART OF THIS DOCUMENT MAY BE COPIED, j
REPRODUCED, STORED IN ARETREVABLE SteTiR REVISION NO: NOOSA HEADS, QLD 4267 MM,
IN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph: (07) 5594 8200
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222 DRAWN BY DESIGNED CHECKED BY PAPER SIZE SCALE
ATLAS MARINE INTERNATIONAL PTY, LTD. Email: [email protected] AW MW. A3 1: 100
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NOOSA COUNCIL
APPROVED PLANS
OPW14/0239 25 SEP 2014
[OCR of page images]
No: DATE
A | 28/08/14
REVISION
PONTOON LENGTH REDUCED TO 5.0m
ALUMINUM PONTOON
5000
2000
2000 500
8 ONLY CLEATS
NOOSA COUNCIL
APPROVED PLANS
OPW14/0239 25 SEP 2014
M16 TIE BOLTS - 300 LONG TO FULL
PERIMETER OF FRAME @ 1000mm CRS
PROVIDE EXTRA FRAME TIES
BEHIND EACH PILE BRACKET
(250mm CRS) 90 CONDUIT
LONGITUDINAL STRENGTHENING
U.N.O. TIE FABRIC TO BOLTS BEAM
f
i
ow
i
-
‘|
-—|—\
pe
200
1 LAYER OF SL-82
FABRIC
M16 TIE BOLTS - 300 LONG TO FULL
40 mPa CONCRETE DECK
90 CONDUIT
FRAME PERIMETER OF FRAME @ 1000mm Crs. UNO SL-82 FABRIC.
TIE OR WELD FABRIC TO BOLTS | 50mm TOP COVER
" E i r TT 4
a
| LONGITUDINAL
STRENGTHENING BEAM
o
R
~ 3
3 2 ONLY N16 BARS
R10 [email protected] BEAM
(30 COVER) FULL LENGTH 0
DRAWN BY
0G
SL CLASS POLYSTYRENE WRAPPED IN
1.6mm POLYETHYLENE EXTERNAL SKIN
WITH CONTINUOUSLY WELDED JOINTS
SECTION A-A (1:20)
(0 PROJECT
meow 28/ 04/14 PONTOON CONSTRUCTION DETAILS | f entree
® DRG. TITLE
SUPERIOR JETTIES © SUPERIOR one MARK WICHLINSKI
DRAWING No: PISCES APARTMENTS CONSULTING ENG.
ADDRESS —~ |
oneere BTERMATIONAL PTY, LTD. Mail Address: P.0.Box 920 Nerang 4211 1 3 6 3 - D 0 2 7PEZA CT Z a | ) ”
REPRODUCED, STORED W A RETRIEVABLE SYSTEM REVISION NO: NOOSA HEADS, QLD 4267 ot \ WW LU
IN ANY FORM, OR TRANSMITTED BY ANY MEANS Ph: — (07) 5594 8200 4 ad
WITHOUT PRIOR WRITTEN PERMISSION OF Fax: (07) 5594 8222 DRAWN BY DESIGNED THECKED BY PAPER SIZE SCALE
ATLAS MARINE INTERNATIONAL PTY, LTD. Fnail: info@superiar jetties.com Law MW. A3 AS SHOWN RPEQ: 1643
Page 3
GANGWA Y NUHBER HANDRAIL CAP STIFFENER BOTTOH CHORD SOxSOx3.0 SHS PRE-CAHBER
LENGTH OFBAYS SUPPORTS SOxSOx3.0 SHS THICKENER LAC/NG
50 x 50 x 2,0 SHS BOx50x3
100xSOx3.0 RHS SOx6 FLA T BAR
ALUMINIUM POS TS. RHS.
iil50 x 4 TUBE
50 x 50 x 1.6 ALUMINIUM'
BOX CROSSMEMBERS CFW TO
100 x 60 x 2.5 TRUSS BOTTOM
~ T
o
1340mm LONG,
~
CHORD @l400mm CENTRES
50 x 50 x 20 SHS
ALUMINIUM POS TS, ,f- 60---+
1
40 x 10 FLA T BAR,
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NOOSA COUNCIL DETAIL 1 DETAIL 2 DETAIL 3
APPROVED PLANS SCALE 1: 5 SCALE 1: 5 SCALE 1: 3
OPW14/0239 25 SEP 2014
POSTS 8. LACINGS. 50 x 50 x 3.0 EQUAL SPACED BAYS.
ALUMINIUM SHS, lUND) MAXIMUM 1300
It
oU~
~T-
'" ~ 100 x 60 x 2,5
RHS 11 LEGI
J 50 x 4 BUSHED TUBE HINGE xL 9700
iil65 x 95 HDPE ROLLERS, /
iii 16 SIS AXLES,
,
~
40 x 10 FLAT BAR,
ELEVA TION NTS
iil65 x 95 HDPE ROLLERS, 104 x 54 x 4,0 RADIUS LEG
400mm iii 16 SIS AXLES. CHANNEL END MEMBER.
o CENTRES MAX 50 x 50 x 50mm LONG SHS 100 x 60 x 2.5 104 x 54 x 40 RADIUS LEG
r '" ,f----,t' SADDLES @lBOOCRS ALONG 1 SIDE, RHS (1 LEG! CHANNEL END MEMBER,
,
II II
DETAIL 5
II II SCALE 1: 3
II II
II II
II
II rTOP CHORD
II
TAPERED END LACINGS
55 LCORNER 2,5mm ALUMINIUM PLA TE DECK 50 x 50 x 1.6 SHS
SEE DET AIL 4
ROLLER CORNER J 50 x 50 x 2.0
SEE DET AIL 3 WITH MARINE GRADE CARPET CROSS MEMBERS. SEE DET AIL 5 ALUMINIUM SHS lUND)
l
~ HANDRAIL SUPPORTS
PLAN NTS '" 100 x 50 x 3 ALUMINIUM RHS
N
1205
'" (WHERE REQUIRED - SEE T ABLEI
2.5mm ALUM SHEET DECKING
WITH CARPET GLUED TO TOP
BOTTOM CHORD
104 x 54 x 4,0 100 x 60 x 2,5 ALUMINIUM RHS
TI~~~2~5::~L~~::E~T=r===~T--r~=======~~~~===~=----===~=~~~~~== 0 ~ 1 --t 6B
RADIUS LEG CHANNEL. ~
'"
50 x 50 x 1.6 SHS BOX, ~ .... CROSSMEMBERS. 100 x 50 x 3 ALUMINIUM RHS
N
50 x 50 x 1.6 ALUMINIUM SHS, BEARER WELDED UNDER FRAME
60 x 10 FLAT BAR ------1325 (WHERE REQUIRED - SEE TABLE)
TAPERED END - DETAIL4 CUT 6Bmm LONG FOR 56-+4B
SCALE 1: 5 ROLLER SUPPORTS, SECTION x-x SCALE 1: 20
DATE PROJECT
No: OATE REVISION PROPOSED PONTOONAND GANGWAY CERTIFIED
A HAS MARINE INTERNA T10NAL
TRADING AS ".~ ~UP.ERIOR' 28-04-14 ORr;. rlTU GANGWAY CONSTRUCTIONDETAilS
SUPERIOR JETTIES •.••..
~ JettIes eLICNT
MARK WICHLINSKI
DRAWING NO: PISCES APARTMENTS CONSULTIN NG. ~
COPYRIGHT <D 201~
Hiil Address: P.O.Box 920 Ner<lng 4211 11363-003 ADDRESS
O. ~
ATLAS PlAAlNt: ~TEIlIt"T1OJj"'L PTV.l TO. 7 PEZA CT
NO PART OF THIS DOCt.tIENT HAY BE (OPIED,
IlEPIlOOllCED. STOIlED N" RETRIEVABLE SYSTfI'1
N ANY FOflJ'1. 011 TRANSl1lTnO BY ANY I"lfAIlS Ph, (Q7ISS941m
REvrslON NO: NOOSA HEADS, QLD 4267 I\;i\
WITHOUT PRI011 ••••RITTEN P£RI1ISSJOtI Of Fir: II71S59'1111
ATLAS HARM INT[IlNATlDNAl PlY, LTG fHl: infalisuprriorjetfies.cMt RPEQ, 1643
Used in these records
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