Approved Plans - OPW14/0033

Page 2

      -

 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0033
   1 APR 2014


[OCR of page images]
 

 

 

 

PILE R.L 3.6m

 

STANDARD PIANO HINGE BRACKET

 

EXISTING 1500 x 1000
x 600 ANCHOR BLOCK
TO BE RETAINED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

15:
ré | 760.
7 1900
gk 190
5 TOP OF WAL ee es Ce Sd Nee HAT R.L 0.68m
7 R.L.1.1
| i SETS i eee pO Re .MHWS R.L 0.36m
EXISTING
REVETMENT AHD R.L. 0.0
REVETMENT oe ) els _ AND RL, 0.0
2 / 100 X 20mm PLATE, MS Be hm
STITCH WELDED EACH SIDE LAT R.L. —0.42m

 

OF JSP—205 BASE RAILS —

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a NOOSA COUNCIL
APPROVED PLANS
OPW14/0033 2
1 APR 2014
oO
JHE MARINA SPECIALIST Card CLIENT: A M WACKER TME: — ELEVATION a»
TRADING AS ACN 010633119 2 INDUSTRIAL AVE BREN] ston: 57 051 07 o02 LOT 28 (57) WYUNA DVE
ae LD. AUSTRNLN 4551 | | ne! 11 Neh Tome S15 St Pe Te, Bomar NOOSAVILLE SCALE: DATE: DRAWING NO:
pe PHONE (07)5492 5925 E eed arin Volley Qld 4006. Emoil:[email protected]) | PROVECT: PROPOSED PONTOON & CATWALK 4:50 2/12/2013 | JSP-SJ-26531
FAX (07) 5492 6699 PEO. DATE: ; CH? DIMENSIONS A3
SPECTALIST AE 7 Ale | ANC. MILLIMETERS B ay

 

Page 3

      -

 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0033
   1 APR 2014


[OCR of page images]
 

 

 

‘1370
: EXTERNAL ;
“ JSP-203 1210 |
TOP CHORD / HANDRAILS | INTERNAL "|

 

JSP=202,
UPRIGHTS & DIAGONALS |

OPTIONAL

50 X 4 TUBE TOE RAIL
TO 6mm PLATE TO EACH
UPRIGHT

JSP-201"

   
  

gag 310

 

 

 

 

 

 

 

 

 

 

OPTIONAL FOR MARINAS.
JSP-202 RHS SERVICES |

SECTION’ A

TYPICAL ALL CATWALKS’ .

SCALE 1:25

3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
CRS WITH 4mm AL. RIVETS & COVERED WITH
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
TREATED & DRESSED F17 HARDWOOD PLANKS FIXED
WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
EACH PLANK. =~

* FOR UNRESTRICTED ACCESS .(ALL SITUATIONS OTHER
THAN PRIVATE MARINA FACILITIES FOR 1 OR 2 BOATS)
USE 125 X 35 F17 CCA TREATED’ HARDWOOD PLANKS
OR 4mm AL. PLATE

NOTE:

a FOR 4kPa LOADING TO CATWALK

USE JSP—006 RHS BOTTOM CHORD / BASE RAILS.

60 X 40 x 2 RHS LONGITUDINALS
WELDED BETWEEN ALL CROSS MEMBERS
FOR CATWALKS WITH TIMBER DECKING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STANDARD SIDE PROFILES

SCALE 1:100

 

NOTE: BENT END OPTION CAN BE
USED ON ALL SIZED CATWALKS

 

 

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ER CROSS a
BRET MREAMS ©1800 CRS = so rs 23,
3 Xx
~ Qo
NOTES: | * MAXIMUM CATWALK LENGTHS & -
A Fe LIVE DECK LOADI1.5 kPa | 2kPa | kPa Pa — UPRIGHT 7
«AL Aime Mees wl acoorowee wri as. 1 «13 UPRIGHTS | 75m 6.5m 6.0m 5.0m 1000 b+ |
ise 5 UPRIGHTS 11m 10-0m im Bn
ga ALARA [SECTIONS ATO BES GRADELSS >" 7_UPRIGHTS 13m 12.2m 11.5m om
PERCATON = 20° MACH ~ UP T0 10mm 40.1 [9 UPRIGHTS | 15m 13.9m_|[_12.5m 115m | 5
> 10 70 100mm 40.2 114 UPRIGHTS 17m 16.0m 14.5m 13.0m 3 J
¢ CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN LOW WATER. | . 9 UPRIGHT |
* REMOVE ALL SHARP CORNERS, f - {
+ At CHNGES TBE NOTED AND RETURNED TO ORIG OFFICE FOR REVISON JSP-206 PANO HINGE TUBES WELDED TO CHTWAL END
ROLLER DETAIL SEE STANDARD PANO HINGE & LAND ANCHOR oes 7 30 TUE
SCALE 1:5 =
__ | paso ow
| 50 X 2 SHS @ EACH UPRIGHT & AT 1/3 X D i
(UPRIGHT SPACING), WITH 600 CRS MAX: ICAL BASE DETAIL
reece eee ee Ree = = SS SSE SE OR 400 CRS WITH 3mm OR 4mm PLATE SCALE 1:100
us » pes HINGE TUBES
| | ad | a eed
— = Et-® Ss Noosa counci |-="~ a2 1 a Yan
Nes " Y APPROVED PLANS
+—10-—=! |\_ 970 NYLON ROLLER T0 ~ re CHANNEL OPW14/0033 5
127. EACH SIDE OF CATWALK. 70 1 APR 2014 PIANO HINGE DETAIL
SCALB 1:5
THE MARINA. SPECIALIST CUENE AMA WACKER rm: STANDARD CATWALK CONSTRUCTION
TRADING AS ACN 010633119 2 INDUSTRIAL AVE Gardne cx. os om 22 (eT 28 (ST) HYUN BR
E 1/10/07 howd TABLE. & NOTES A ENG oe QLD, AUSTRALA 4551 esac Sei, See Pe (07 Sat 822 Nos BUILLE SCE: —TRAWING NO:
D B/s/os, INGER DECKING SIZE CHANGED SP pap PHONE (07)54a2 5925 | {PB 98, Torey 158 1 OD ori comod | PROJECT: STANDARD DRAWING AS SHOWN 12/3/03 [usP-CW-008
BB: Lit FR OHINGE SECTIONS. CHANGED NSP Fi FAX (07) 5492 6699 : DRAWN] CHI DINENSIONS SE TAR
AMENDMENT RE sPpecrALtIst Pa MILLIMETERS F y)

 

 

 

 

 

 

 

 

 

 

Page 4

      -

 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0033
   1 APR 2014


[OCR of page images]
 

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100 X 12 BAR BOLTED TO
rPONTOON FRAME WITH 2
M20 S.S BOLTS

\
- M20 SS BOLTS SECURED\
INTO PONTOON FRAME TRCK

SECTION A

JSP-208 PONTOON
FRAME

M20 S.S THREADED BAR
TAPPED & FULLY WELDED INTO
40 X 10 REINFORCING PLATE

 

 

750

JSP-208 PONTOON
FRAME

 

 

 

 

 

 

6mm PLATE GUSSET
TO BOTTOM CORNER4
BOTH SIDES

 

 
 
 

 

OVERLAPPED BOLTED
CONNECTION WITH

1 M20 S.S BOLT
THROUGH BOTH BARS

& INTO PONTOON FRAME

4 SINGLE ROLLER BRACKETS
[FIXED WITH 2 Mi2 ‘SS BOLTS

70

 

 

 

50 X 6 PLATE LUGS WELDED TO
TOP EDGE OF FRAME TO FIX

6mm AL. TREAD PLATE INFILL WITH
mMi2 SS BOLTS TO EACH LUG

[ —~~JSP-209 FLAT BAR
SURROUND FRAME

 

 

  

NAP IN FENDER

300 ROLLED FRAME CORNERS

PLAN VIEW -

 

SIDE VIEW

 

NOOSA COUNCIL
APPROVED PLANS

 

 

 

SECTION B

100 X 70% NYLON ROLLER
IN 128 X 63 X 8/6 CHANNEL
12¢ SS PI

 

 

 

 

 

ILE WALL

 

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NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
* ALUMINIUM TO BE GRADE 6351-T5.
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL WELDS SHALL BE 8 C.F.W. U.N.O.
* ALL BUTT WELDS TO BE FULL PENETRATION.
* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR
LANOCOTE APPLIED TO ALL CONTACTING SURFACES.
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION — + 2.0 MACHINING - UP TO 10mm +0.1
> 10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +.05°
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

ULTIMATE LOAD CAPACITY = 8kN
ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES
BERTHING SMALL, LIGHT WEIGHT VESSELS

A
THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO_A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

   

eleled

DATE

 

 

 

 

 

 

 

 

OPW14/0033
1 APR 2014
THE MARINA SPECIALIST c dn CHEN: AFM PVR CK ER JME: PILE BRACKET CONSTRUCTION
TONG AS ACN O108SS119 2 MMLETRAL AE ae (ST 28(S7) WYN dR TO SUIT 3158 - 3508 PILES
/ ED BY sp +r QLD. AUSTRALIA 4551 | JLevel 1, 5 Gordner Close; ion 4064 Fox (07 a8 9722 pe a5 pA; /9/05 Lise" 02
6/6/08 | BLOCKS REPLACED BY ROLLERS P.0. Box 388, Toowong 4066. Email: [email protected].ayy_ | PROJECT: : JSP-—SD-—
PHONE (07)5492 5925 > STANDAR AWING
a) Tee eTREICHED & PLE MOVED 75mm | JSP eRe FA) 482 600 | | CHECKED: rage DATE: om DRAWN | CHECKED |OMENSONS —__SSUE 3
AMENDMENT 1SSUI SPE CT AUIS T “| 4667 24~- §-of SYSTEM 2006 MA MILLIMETRES D A 3)

 

 

 

 

 

 

 

 

 

 

Page 5

      -

 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0033
   1 APR 2014


[OCR of page images]
 

 

 

 

 

 

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0033
1 APR 2014

6 / N20 BARS a i
FULL LENGTH ma R6é HELIX me
6” NIG BARS [kc 40mm COVER ae @ 65 PITCH mo
FULL LENGTH /1-i- ot ic
40mm COVER ‘77 Led rid
| R6 HELIX mm 315@ HUMES me
R6 HELIX a @ 65 PITCH Nit UPVC FORMER jE}
@ 65 PITCH pt a4} C4
et +" Ln]
ic 315@ HUMES em 6 / N20 BARS iri!
315¢ HUMES a UPVC FORMER \|icy-4 FULL LENGTH |fPLH
UPVC FORMER” \C rr +4 & 3 / N20 BARS |)
ne iT TO 2m OF TOP \ATH
as ee 40mm COVER NITE
a \ BRIN: ay
i eayere™ we ioe ey
Oi iid
We 4 N 1-4 rita
GRADE N32 Wyk GRADE N32 |i} GRADE N32 [HTT
MASS CONCRETE |i-1- MASS CONCRETE} 17) MASS CONCRETE |i1 77)
TO BASE OF PILE 17 TO BASE OF PILE ‘Ninf. TO BASE OF PILE “iti)
re oe He
mi oe He

Ee a

REINFORCING TO EXTEND = |f--~ REINFORCING TO EXTEND [:-i-j] REINFORCING TO EXTEND qi

TO WITHIN 300 FROM |i") TO WITHIN 300 FROM Jif) TO WITHIN 300 FROM |}

BOTTOM OF PILES ee BOTTOM OF PILES 4 BOTTOM OF PILES H

 

 

 

 

315¢ DECK PILE
46kNm

3150 PONTOON PILE
61kNm

 

 

 

 

 

 

 

 

 

 

 

 

 

 

315¢ PONTOON PILE

83kNm

4008 HUMES I
UPVC FORMER) «J {1-4
6 / N20 BARS [tL -
FULL LENGTH |i. i+.
& 3 / N20 BARS |iiT
TO 3m OF TOP WH
40mm COVER tt ‘
{eae
pers
Noe
GRADE N32 ETT 4
MASS CONCRETE | Ft |
TO BASE OF PILE Wwiht
tH
ah
cr
cH
REINFORCING TO EXTEND [itu t!
TO WITHIN 300 FROM] {714
ONES

BOTTOM OF PILES

 

 

R6 HELIX | i714
@ 65 PITCH “WO

 

 

 

--r
{

 

 

 

400¢ PONTOON PILE
130kNm

 

 

 

 

  

    

 

 

 

 

THE MARINA SPECIALIST Zactine CuENT: ACM WACKER TLE: 315 & 400 DIAMETER REINFORCED
TRANG AS Aen 010855119 2 INDUSTRIAL AE ee Ae a5 1"0rg 982 LOT W(STYWYUNA BR CONCRETE INSITU PILE CONSTRUCTION
a OLD. AUSTRALIA 4551 NoosAnre SCALE: me DRAWING NO: ;
OUECT: : JSP-SD-045
Jere a & 362 6000 PROINECTE: STANDARD DRAWING DRAWN | CHECKED [DIMENSIONS ISSUE
SP EcIALI!I ST MA ah MILUMETERS C AS)

 

 

 

 

 

 

 

 

 

 

Page 6

      -

 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0033
   1 APR 2014


[OCR of page images]
 

 

 

RECTANGULAR PONTOONS

 

 

 

 

 

U SHAPED PONTOON

L SHAPED PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

“FOAM FLOTATION UNIT

 

 

 

RAMP END VIEW

 

iol]

eh #1
6/06

DATE

 

 

 

NOTES ADDED
1 N24 BAR REPLACING NG BEAM BARY JSP
i BARS Yam

STABILITY ENG
2-N12)_ USP.
AMENDMENT I

 

TRADING AS.
THE

CALOUI
perry FAX
: SPECIALIST

AEN 010633119

oor ETS Fax (07) 3368
PHONE (07)5492 Emaii;[email protected]
(07) 5492 6699 .

 
    
 
    
 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK

2-N12_ BARS IN TOP - 1 LAYER G445A MESH 40mm

 

 

 

 

 

 

 

 

 

 

   
  
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

F OF ALL 8 COVER TO EXPOSED SURFACES
sof p= 00010 15000 500 soo f= 8000 70 1800p UNDER DECK MESH
caeeeeessessfl } J “gros = s a -f
3 ll
ven en ee nnn LOG “A a ae NOOSA COUNCIL L 1-N24 BAR IN BOTTOM
pe q APPROVED PLANS ; A |_ OF ALL BEAMS 25 COVER
————— s000 To 10000 ——} OPW14/0033 ae us — 3p Ge” TYP BEAM DETAIL
S00] —| 500 —| 1 APR 2014 = - ia+—| SCALE 1:20
1 1 ' }soo -—-JSP-208 PERIMETER FRAME MESH 297
roam ne gt a 8 NOTE REQUIRED FOR PONTOONS =o Se —| 7 —— ta
PONTOON! : 450mm MIN.
Hy er 8 2 LESS THAN 8000 IN LENGTH 82 28 RIGHT wn pe . Sor, in
a YT , | Toe ====54R 8 [ =—
es
10100 TO 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS WATER UNE
500— SPACING 500 NOT TO SCALE oI Seon Tf}
ic C | ms SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 25mm THICKENING ALONG ALL UGS-300
| | | -¢ ly 1 SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB TP
=a = 5 = al ; MESH STRIP UNDER ANCHOR WEB
poco r eT ae | a
bee dE | 8 LAP ANY JOIN
4 rf °° 950mm MIN.
i k NOTES:
= | al en work to oat a eae ane to = 50 MPa.
Nene ee eee EE SS r inforcement 8 i .
L [F TYPICAL X 120 TRANSVERSE END Reinforcing to be ininimum of Sman feta 700mm Sader iT ereh
MAX DEY STORED BOAT D) | TO BG INCLUDED IN ALL FLOAT All oe in teh to have min. lap of 1 mesh square + 25mm.
PONTOON |PONTOON WIDTH |PONTOON WIDTH | Isp-208 ris | / A BOAT NS Z i, , kt ms ca : . ou
5m — 4. ye eS LL CC alumini ith ASIG64. All welds to b .
LENGTH | 3.5m — 4.5m |. 3m MINIMUM Bee eS Ned OR PONTOON oe SSS pa All butt welds to be Tal penetration, ‘Aluminium to be grade 6351 1.
15m 3.5t 2.9t . CONNECTIONS ARE REQUIRED \ | FLOAT A BOAT] RAMP FORMED INTO, DECK Surface of aluminium in contact with concrete to be coated with zinc
‘ Il NS cromate primer or equivalent.
14m 3.25t 295 ‘en 2 gy Fabrication tolerance + Smm,
12m 3.0t Vest | \! = “ wv 8 AM bolts and fittings to be 304 or 316 stainless steel.
ee la sf,
10m 2.75ta\ | 2.3t 5 rer xe ~- ae | Flotation to comprise of grade SL expanded polystyrene foom with
om 24t 2-18 \ I Y12-50 + > approved protective coating. The approved protective coating for the
= = 7 | ~ ~ pontoon will form an impervious barrier to water & marine organisms; and
8m 2.0t 1.8t |! n + is suitable for the marine environment. ca)
7 1.8t 1.5t i 1 |i PLAN VIEW
m1 = = t | fet i ee Pontoons with Float-A—Boat ramps to have dry stored boat fully winched
6m 1.5t 1.3t j =a 1 | SSS SSS onto pontoon with 1m cleor at rear. 3
om 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY ! This pontoon facility has been designed to comply with all relevant
REQUIRING FENDERING TO BE ATTACHED Antrofen Standards. The pontoon will be stabe a all tives. The pontoon
been designed hen the speci ilty live load i |
odo L LL LLL LL ee eK KY distributed over half the width of the aaninon and ae the walkway; there>
-——T re —=—= is not less than 75mm of reserve freeboard; the bottom corner of the
- 770 STANDARD OVERALL a A BOAT RAMP OPTION pontoon on not emerge from the water, and the angle of tit will not
450 STANDARD FREEBOARD © SCALE 1:50 “x ‘
[ | = MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation) =
ey = =] == — 1.5 kPa (Stability unrestricted access) 7
WATER LINE or Te 2.0 kPa (Stobilty restricted access)

 

PONTOONS SUITABLE FOR PROTECTED SITES ONLY.

 

   

 
   

 

 

vot 2a (S57) WYyUWA 3
NOOSA ILCLE
on STANDARD DRAWING

““" Am WACKER

MAXIMUM WAVE HEIGHT: 300mm.
BOAT WAKE: 500mm.
MAXIMUM WIND VELOCITY: 41 m/s.

TE PONTOON CONSTRUCTION DETAILS

'SCAL F: DATE: NO:
AS SHOWN 31/8/05 | JSP—SD-100
Prse CHECKED me
MA MILLIMETERS a ,