MCU22 0007 & OPW22 0024 Approved Plans · MCU22/0007

Page 2

APPROVED PLAN
 MCU22/0007 &
  OPW22/0024
NOOSA COUNCIL
  11 MAY 2022


[OCR of page images]
 

> 900
50 x 4 SHS
ALL ROUND
Qo
8
@s

7

1256

 

 

 

| us|

 

 

 

PROPERTY
BOUNDARY

[-— STARTER JETTY 22

a,

/ *

 

 

 

 

 

HANDRAILS FROM

00 16 PIANO

  
 

x 4 SHS

 

 

 

 

 

 

 

2 x 0315 om /|

R.C INSITU PILES

 

 

 

 

 
 

  
  

 

 

 

 

 

 

 

CROSS BEAMS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HINGE CONNECTION

 

12000

—
ALUMINIUM
4+] | Heanstock
CATWALK AT LAT
_ SLOPE 1:5.1 Co
ORY SAND
AREA /
=z
Goa
azn
gogo
siti
a2ze
Za=%
=
oO oo
| i600 CRBS —t++} | SEBZ EEE
| |} Be
o

ELEVATION DETAILS

SCALE 1

:50

     
 
 

 

 

WH

TOP OF PILES

PONTOON @ HAT!
TOTTI TOLIT T= DTT
e

 

r- 424 FREEBOARD
PONTOON @ LAT |

 

 

TT Ii tt

 

 

rr

 

 

 

 

 

QUAY LINE

;
<3} + HAT R.L 0.68m
1. MHWS R.L_0.36m
_AHD RL 0.0m

“fe -MLWS R.L 0.25m
re LAT RL 0.42m

LEVEL DATUM

 

 

PN sme 9315 R.C INSITU PILES

 

 

 

 

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

 

 

 

 

 

150 STEP 50 x 3 SHS
@ 450 CRS
panann n= | fa "oo STEP Phas FROM 4mm PL WITH MARINE
300-4 150 yo 205 Bits GRADE CARPET APPROVED PLAN
aE Tt MCU22/0007 &
| Al = A L opw22/0024
L | oJ - NOOSA COUNCIL
ax SS 280 100-4 cepa 11 MAY 2022
STARTER JETTY WITH STEPS HINGE TUBES
SCALE 1:20
B Grichlon EGE Consulting Engineers] §=—= THE MARINA SPECIALIST SURVEY DATA] [Tc & JK St BAKER mE ELEVATION
| Vioollongabbo, lo 4102 TRADING AS ACN 010633119 ‘8 Ltn CRES DATUM iS LOT 92 (7) WITTA CIRCLE
21s om os sninOcichionede.com “jetty Quo 4551 AUSTRALIA | ={_NOOSA HEADS a on ale BT Tg
oe PHONE(O7) 8492 925 705 hap pemmeah ol OE 10/11/2021 | wm {1:50 1:20 {2
S| REVSED STARTER VETTY NOW HAS D STEPS | Toe [25/Ti7a] SHEED: 7,7, J RPE: DATE: ORIGIN ed PROPOSED PONTOON & CATWALK — Fopnwne ED: APPRD: |DRG No: REV:
REV| DESCRIPTION BY oe APPO HUY 5496 22022 | ==" SPECIALIST poor TDB ie. JSP-SJ—35591 B

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

APPROVED PLAN
 MCU22/0007 &
  OPW22/0024
NOOSA COUNCIL
  11 MAY 2022


[OCR of page images]
 

 

REINFORCING
FRAME JSP-203
TOP CHORD /
FOR 16.0m - 17m LONG HANDRAILS.
1210 INT. CATWALKS ONLY
SCALE 1:25
JSP—202
UPRIGHTS

3 REINFORCED FRAMES TO BE
LOCATED AT APPROXIMATELY
EQUAL SPACING ALONG 17m

wt. [Poa

 

1370 EXTERNAL-

 

f>+——1210 INTERNAL

 

840?

SECTION A

SCALE 1:25

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STANDARD SIDE PROFILES

3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
CRS WITH 4mm AL. RIVETS & COVERED WITH
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA

jo TREATED & DRESSED F17 HARDWOOD PLANKS FIXED
WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS

rr _

TTT

 

 

SCALE 1:100 Oo

a

t

 

NOT APPLICABLE

 

 

 

 

 

 

NOTE: BENT END OPTION CAN BE Se I
USED ON ALL SIZED CATWALKS 3 UPRIGHT
7.5m MAX:
aye

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CATWALK EACH PLANK. rT > UPRIGHT
S208 q | aN (BENT END OPTIONAL ON ALL CATWALKS)
CHORDS x —_ t : t |
° NOT APPLICABLE
ScIRA JSP-200 FRAME JSP—002 ANGLE CROSS BEAMS AND LONGITUDINALS > I SE I
— WELDED BETWEEN ALL CROSS MEMBERS FOR
STITCH WELDED TO CATWALKS WITH TIMBER DECKING. | 1000 be 7 UPRIGHT
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) 13m MAX:
EQUAL 965
MAXIMUM CATWALK LENGTHS UPRIGHT
——
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa . | seacng FF __“TINOT APPLICABLE |
3 UPRIGHTS 7.5m 6.7m 6.0m 5.0m ef
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m 9 UPRIGHT "]
7 UPRIGHTS 13.0m 12.2m 11.5m 10.5m | 15.7m MAX: |
9 UPRIGHTS 15,7m 13,9m 12.5m 11.0m
965
NOTES: 11_ UPRIGHTS {7.1m 76.0m__[) 12.7m 11.0m ~ ,; 205,
* ALL FRAMING MATERIAL TO BE ALUMINIUM na NOT APPLICABLE r
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665
* ALL S.S STEEL WELDING IN ACCORDANCE WITH A.S. 1554
* ALL WELDS SHALL BE 41 C.F.W. U.N.O.
+ ALL ALUMINUM SECTIONS TO BE GRADE 6351-1 | 11 UPRIGHT (BASE BRACING REQUIRED) |
* DIMENSION TOLERANCES U.N.O. SHALL BE: I 17.7m MAX: |
FABRICATION = 2.0 MAGHINNG ~ * i TO toon 402 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP—206 PIANO HINGE TUBES WELDED TO CATWALK END
> 100mm + 0.5 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HINGI
ALL ANGLES 1° CATWALKS REQUIRING 11 uPRIHTS SEE STANDARD PIANO HINGE é& LAND ANCHOR DRAWINGS 490 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN = fy
LOW WATER. zi SI
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. SS p SS ¥ | } Fp GAP
~ lA \ Ss fh i
| ROLLER DETAIL Pel BL =
SCALE 1:5 TIMBER DECK
TT 7 TYPICAL BASE DETAIL JSP—-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
-= aa) | == p======== SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
ho 145 ALUMINIUM DECK
a ; | JSP-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
4 —— / (NO LONGITUDINAL REQUIRED)
y MN Tr 1
pe | SA ti @® } — IO APPROVED PLAN
lan 85 F HS i SO TEBE ORIUBS MCU22/0007 &
Hos i oPw22/0024
, ihe BULL BAR i
100 |\.670 NYLON ROLLER TO ane. CHANNEL PIANO HINGE DETAIL NOOSA COUNCIL
127 EACH SIDE OF CATWALK. 70 SCALE 1:5 11 MAY 2022
EE: HAGE Coneling Bognees]! §=—= THE MARINA SPECIALIST “8 TC & JK St BAKER ME STANDARD CATWALK CONSTRUCTION
Ee: ba, OLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON crES |S LOT 92 (7) WITTA CIRCLE
Oe aay CORBOUND PARK |= NOOSA HEADS
Mob +61 we “0 a QLD 4551 AUSTRALIA |— DATE: UNITS | SCALE: ‘SHEET:
ABN 66 099 997 985 £[email protected] Y. PROJECT: 12/3/03 mm AS. SHOWN 1 A3
ul aie ET i i A Fa i CHECKED: ~ [RPEQ: DATE: = SPECIALIST PHONE(O7) 5492 5925 Q STANDARD DRAWING DRAWN: CHECKED: APPRD: |DRG No: REV:
REV DESCRIPTION BY | DATE |APPD| 5496 14/01/2021 MA JSP—GW-006 M

 

 

 

 

 

 

 

 

 

 

 

 

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

 

 

Page 4

APPROVED PLAN
 MCU22/0007 &
  OPW22/0024
NOOSA COUNCIL
  11 MAY 2022


[OCR of page images]
 

 

 

APPROVED PLAN
MCU22/0007 &
OPW22/0024
NOOSA COUNCIL
11 MAY 2022

 

 

 

 

6 / N16 BARS
FULL LENGTH
40mm COVER

R6 HELIX —

@ 65 PITCH = ~-\_| _
eal

315¢ HUMES ~

UPVC FORMER o™~ ca

GRADE N32 --
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND ~
TO WITHIN 300 FROM —
BOTTOM OF PILES <n

 

 

 

 

 

 

 

315 DECK PILE

 

 

6 / N20 BARS
FULL LENGTH
40mm cover \

R6 HELIX

@ 65 PITCH _—w

315% HUMES

UPVC FORMER oN

 

 

 

 

R6 HELIX

@ 65 PITCH

315@ HUMES

UPVC FORMER oN

6 / N20 BARS
FULL LENGTH

& 3 7 N20 BARS
TO 2m OF TOP
40mm COVER

 

 

 

R6 HELIX 4d

@ 65 PITCH gt
Poi

bt

4000 HUMES 1-4

UPVC FORMER Ny | rt

6 / N20 BARS
FULL LENGTH

& 3 / N20 BARS
TO 3m OF TOP
40mm COVER

 

 

 

NOT APP

 

 

 

 

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

3158 PONTOON PILE
61kNm

 

GRADE N32
MASS CONCRETE TT
TO BASE OF PILE 4-

REINFORCING TO EXTEND :
TO WITHIN 300 FROM c
BOTTOM OF PILES qo

 

 

 

 

Ta

 

 

315¢@ PONTOON PILE
83kNm

REINFORCING TO EXTEND

 

 

 

 

4

   

GRADE N32
MASS CONCRETE
TO BASE OF PILE

WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

400% PONTOON
130kNm

PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM

 

 

R6 HELIX
@ 65 PITCH NN

4008 HUMES

UPVC FORMER Ny |

 

6 / N24 BARS
FULL LENGTH

& 3 / N24 BARS
TO 3m OF TOP
40mm COVER

 

 

 

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

BOTTOM OF PILES

 

 

 

 

 

 

 

 

400% PONTOON PILE
172kNm

NOT APPLICABLE

 

 

 

 

 

Ee: EDGE Consulting Engineers}
1st Floor, 28 Balaclava St
Eee QLD 4102
Mob +61 447 950 427

ABN 66 099 997 985 [email protected]

TRADING AS

 

 

46kNm
E ISSUED FOR EDGE ENGINEERS WA_| 9/9/20 | TC
REV! DESCRIPTION BY | DATE |APPD)

 

 

 

CHECKED:

 

 

 

 

~ |RPEQ:

5496

 

DATE:
17/09/2020

 

THE MARINA SPECIALIST

ACN 010633119

PHONE(07) 5492 5925
ion 5492 6699

CORBOUND PARK
QLD 4551 AUSTRALIA
zy

=> SPECIALIST *

18 RON PARKINSON CRES

CuENT TC & JK St BAKER
LOT 92 (7) WITTA CIRCLE
NOOSA HEADS

TITLE:

CONCRETE INSITU PILE CONSTRUCTION

315 & 400 DIAMETER REINFORCED

 

DATE: UNITS | SCALE:

 

PROJECT:

STANDARD DRAWING

AS_1100

 

 

‘SHEET:

20/4/99 | MM
DRAWN: CHECKED: APPRD:
MA Tc

 

 

 

1:25
DRG No:

JSP—SD-045

a

: B

 

 

Page 5

APPROVED PLAN
 MCU22/0007 &
  OPW22/0024
NOOSA COUNCIL
  11 MAY 2022


[OCR of page images]
 

100 x 10 PLATE WITH
32¢ HOLE WELDED TO
EACH SIDE OF FIXED CATWALK

1
=

i

FIXED CATWALK ]

HEADSTOCK

 

 

 

 

 

/
t
---t--

_a-b--
s
x
<
c—

CATWALK

 

 

 

 

 

 

 

 

 

 

\ sez HINGE TUBES
192mm LONG TYPICAL

PIANO HINGE

PLAN VIEW
SCALE 1:25

250 S.S BAR

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Mi2 S.S BOLT THROUGH
WITH M12 SS NYLOC NUTS
DRILL LUGS #13

50 X 6 FLAT BAR END &

   

INSIDE END PLATES
‘Smm WIDER THAN GANGWAY-
1650 MAX.

IXED CATWALK BASE
JSPO08 CHANNEL BEARER

CATWALK BASE EXTRUSION

 

LUGS WELDED TO CHANNEL

JSP 009 ANGLE BRACES WELDED
TO TUBE & CHANNEL

4mm ROLLEPACK GAP BETWEEN PILE
& CAP PLATE AS REQUIRED TO
FULLY SUPPORT ALUMINIUM PLATE

4mm ROLLED TUBE OVER PILE WITH 10mm CLEARANCE
ON DIA INSIDE, CAPPED WITH 6mm CHECKER PLATE
WELDED INSIDE & OUT & WELDED TO JSPOO8 CHANNEL

—{ 191

F

2 / M12 X 65 S.S DYNA BOLTS
FIXING COLLAR TO PILE

FIT BOLTS PERPENDICULAR TO
CATWALK DIRECTION

FOR H.D.P.E SLEEVED STEEL PILE,
PROVIDE M20 S.S THROUGH BOLT
RUNNING THROUGH H.D.P.E TUBE
WELDED TO PILE SLEEVE EACH SIDE
PRIOR TO INSTALLING HEADSTOCK

600

      
 
    

 

 

 

 

 

 

APPROVED PLAN
MCU22/0007 &
OPW22/0024
NOOSA COUNCIL
11 MAY 2022

 

 

PIANO HINGE SIDE VIEW

 

 

 

 

SCALE 1:5

HINGE TUBES
WELDED ALTERNATELY
TO CATWALK ENDS

 

 

 

  
 
   

 

 

 

 

 

 

 

 

 

 

—9PILE—]
PROVIDE EPOXY COATING TO HOLES PRIOR
S.S FASTENING SCREW EACH END TO DYNA BOLT INSTALLATION TO
MAINTAIN CORROSION PROTECTION
PIVOT EN TO PILE REINFORCING END VIEW
, HEADSTOCK DETAIL ©
SCALE 1:25
. 1
|
I
ee Soe DETAR UNNECTION THIS DRAWING IS SUBJECT TO COPYRIGHT AND
CANNOT BE REPRODUCED IN PART OR FULL 1
OR PASSED ON TO A THIRD PARTY 1
WITHOUT THE WRITTEN PERMISSION OF
THE JETTY SPECIAUST. =P |
I ELEVATION
° SCALE 1:25
NOTES:
ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
ALL BUTT WELDS TO BE FULL PENETRATION.
| pig ALUMINIUM TO BE GRADE 6351-15.
ALL BOLTS & FITTINGS: TO BE 304 OR 316 STAINLESS STEEL.
THE MARINA SPECIALIST Cerd CUENT: TC & JK ST BAKER TITLE: )
TRADING AS ACN 010633119 2 INDUSTRIAL AVE @PEME rn: 051 074 992 LOT 92 (7) WITTA CIRCLE HEADSTOCK & CATWALK CONNECTION
THE CALOUNDRA Cardio (Ql) Pry Lid Ph (07) 3369 9822 NOOSA HEADS
E 6/10/10 [DYNA BOLTS REPLACE THROUGH BOLT |USP QLD. AUSTRALIA 4551 | Itevel 1, § Gordner Close, Miton 4064 Fesi(on IsseaToros : DATE: WING NO:
p Wenn Se eT CER Or TaISION Ws Pea PHONE (07)5492 5925 P.0. Box 388, Toowong 4066. Email; [email protected]} | PROJECT: AS SHOWN 25/7/01 JSP—SD-040
B {16/9/02 JAMEND HEADSTOCK DETAILS SH FAX — (07),5492 6699 | [CHECKED: yy R.P.E.Q. DATE: STANDARD DRAWING DRAWN | CHECKED [DIMENSIONS A3
(REV DATE AMENDMENT REQD SPECIALIST GSI No6°7 19.70 A MA MILLIMETERS E v)

 

 

 

 

 

 

 

Page 6

APPROVED PLAN
 MCU22/0007 &
  OPW22/0024
NOOSA COUNCIL
  11 MAY 2022


[OCR of page images]
 

APPROVED PLAN

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

M20 SS BOLTS SECURING
PILE BRACKET TO
PONTOON FRAME TRACK

SECTION-A
SCALE 1:10

100 x 12 FLAT BAR BOLTED
TO PONTOON FRAME WITH 2
x M20 SS BOLTS

| 750 |

 

CLEAT FROM
100 x 12 FLAT BAR

JSP-208
PONTOON FRAME

ENCLOSED 6 ROLLER
CAGE BRACKET

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rT PPT
altcdecthod
go ep ee
ip
JSP—208
PONTOON FRAME
SIDE VIEW

100 x 12 FLAT BAR

M20 SS THREADED BAR
TAPPED & FULLY WELDED INTO
40 x 10 REINFORCING PLATE

OVERLAPPED BOLTED CONNECTION WITH
M20 SS BOLT THROUGH BOTH BARS &
INTO PONTOON FRAME

 

 

 

 

 

 

 

 

   
 
 
 
 
  
  

 

6mm PLATE GUSSSET
TO BOTTOM CORNER
BOTH SIDES

700
500

20mm_ CLEARANCE
TO PILE

 

 

 

 

 

 

 

 

6 ROLLER BRACKET
FIXED WITH 12 x M12 SS BOLTS

 

665 1

PLAN VIEW

 

po 400

50 x 6 PL LUGS WELDED TO TOP
EDGE OF FRAME TO FIX 6mm AL.
TREAD PLATE INFILL WITH M12 SS
BOLTS TO EACH LUG

JSP—209 FLAT BAR
SURROUND FRAME

SNAP IN FENDER

R300 ROLLED FRAME CORNERS

MCU22/0007 &
OPW22/0024
NOOSA COUNCIL
11 MAY 2022

 

 

 

ENCLOSED 6 ROLLER
CAGE BRACKET

   
 

6mm ALUMINIUM TREAD PLATE

 

 

SECTION-B PILE WALL

SCALE 1:5

ALL ALUMINIUM WORK TO COMPLY WITH AS1664
ALUMINIUM TO BE GRADE 6351-15
ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665
ALL WELDS SHALL BE 8 CFW UNO
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

NOTES:
*

x KKK KH

ULTIMATE LOAD CAPACITY = 26kN

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 |

 

 

 

Mob +

 

 

~~ Crichton EDGE Consulting Engineers
p ist Floor, 28 Balaclava St
Woollongabba, QLD 4102

ABN 66 099 997 985 [email protected]

THE MARINA SPECIALIST

TRADING AS ACN 010633119 18 RON PARKINSON CRES
CORBOUND PARK

61 447 950 427 AUSTRALIA

 

CHECKED: RPEQ:

5496

 

 

 

 

 

 

 

 

 

 

REV) DESCRIPTION BY | DATE _|APPD|

a
jetty."
“™™™T PHONE(O7) 5492 5925

== SPECIALIST ‘ (07) 5492 6699

DATE:
14/09/2020

 

 

AS 1100

CHEN: TC & JK St BAKER

TITLE:

PILE BRACKET CONSTRUCTION TO SUIT

 

 

 

LOT 92 (7) WITTA CIRCLE 9315 PILES & 6 ROLLER BRACKET
NOOSA HEADS DATE: UNITS. [SCALE: SHEET: A3
PROJECT: 23/09/2019 | MM 1:10 1:5 1 OF 1
STANDARD DRAWING 3/0 (20's APPRD: |DRG No: REV:
TDB pc. | JSP—SD-102-1 A

 

 

 

 

 

 

 

 

Page 7

APPROVED PLAN
 MCU22/0007 &
  OPW22/0024
NOOSA COUNCIL
  11 MAY 2022


[OCR of page images]
 

 

 

(ANGLE WELDED INSIDE EDGE)

424
FREEBOARD

GRADE SL POLYSTYRENE FLOTATION BLOCK FULLY ENCASED WITH 1.5mm HDPE SHEETING

ALL SEAMS TO BE

FULLY WELDED TO SEAL POLYSTYRENE

AGAINST WATER, MARINE ORGANISMS OR CHEMICAL ATTACK

 

 

 

CAST ALUMINIUM MOORING
CLEATS BOLTED TO DECK
QUANTITY PER CLIENT PLAN DRG

PILE GUIDE BRACKETS
FIXED TO PONTOON FRAME

JSP—4

4880

REAR ELEVATION

SCALE 1:50

5000 TO 12000 LG

00 RHS PONTOON FRAME _ “* LONGITUDINAL

TO FRONT & BOTH Ns

FOR PIVOTING ROLLER BRACKET TYPE
REFER CLIENT PLAN DRAWING

 

FIT FLOTATION BLOCK TO FRAMEWORK 375 FOAM
PRIOR TO FITTING AL. SHEET DECK THICKNESS (7~<23
pe eee
o aS Gress
mr? 8 a
1 t 1
- \
Kies | | t
** NOTE

BEAMS @ 2405 CRS

100 x 75 x 2 AL. RHS A

 

 

 

** 2405 CRS

[ (2405 PLATE LENGTH)” |

 

 

 

— 550 PL re
f
|

 

 

 

1200
PLATE

 

 

3000

 

 

 

 

 

 

200
TE

1
PI

 

 

 

—

  
 

WITH 2 x M20 S.S BOLTS

ALUMINIUM CLEATS
BOLTED TO 50 x 10 ANGLE

-

 

 

 

 

M12 SS STUD
WELDED TO IN

 

 

 

 

a T

 

 

 

 

 

100 x 75 x 2 AL. RHS
LONGITUDINAL BEAMS

 

N

 

 

 

 

 

 

SS

 

 

 

 

 

\. 100 x 75 x 2 AL

TRANSVERSE BEAMS @ 400 cRS | (
1

RHS

 

 

 

 

NY JSP-305 RHS PONTOON FRAME NL

LC TO BACK SIDE ONLY ~
00 PLAN VIEW

SCALE 1:50
BOLTS
SIDE ANGLE COMMERCIAL OUTDOOR CARPET
ADHERED TO 4mm ALUMINIUM DECKING \
Qn 100 x 75 x 2 AL. RHS
WELDED BETWEEN

LONGITUDINAL BEAMS

 

 

   

oS | gg |
END ELEVATION

 

APPROVED PLAN
MCU22/0007 &

  

100 x 75 x 2 AL. RHS OPW22/0024
TRANSVERSE BEAMS 104 NOOSA COUNCIL
11 MAY 2022

 

 

 

SCALE 1:50

MAXIMUM LONGITUDINAL BEAM CENTRES @ 2405mm
BASED ON STANDARD PLATE SIZES & AVAILABILITY

+ ;>—~_ 4mm ALUMINIUM DECKING PLUG WELDED OR
| RIVETED @ 250 CRS TO FRAMEWORK & COVERED
{lu WITH COMMERCIAL OUTDOOR CARPET
T ‘

 

STITCH WELD DECK
& JSP-—303

PvC SNAP IN
FENDER

CONSTRUCTION NOTES:

ALL ALUMINIUM WORK TO COMPLY WITH AS1664
EXTRUDED ALUMINIUM TO BE GRADE 6351-15 OR 6063
PLATE ALUMINIUM TO BE GRADE 5083

ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665
ALL WELDS SHALL BE 4 CFW UNO

ALL BUTT WELDS TO BE FULL PENETRATION

ALL WELDING SHALL BE IN ACCORDANCE WITH 1554

BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC
APPLIED TO ALL CONTACTING SURFACES

* DIMENSION TOLERANCES UNO SHALL BE: FABRICATION; + 2.0

* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER

x HH RH HH

ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL BE GRADE 316

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

* MAX. WAVE HEIGHT = — 0.5m
a eee ~~ a ene * PONTOON LIVE LOAD —- 3kPa
100 x 75 x 2 AL. RHS * CONCENTRATED LOAD — 4.5kN OVER 300mm DIAMETER DECK SURFACE AREA
WELDED WELDED BETWEEN 100 x 100 x 2 AL. RES * PILE BRACKET MAXIMUM ULTIMATE LOAD; 15kN
x x 5
SECTION-A rea LONGITUDINAL BEAMS SECTION-B JSP-400 RHS
SCALE 1:5 & ENDS SCALE 1:5 PERIMETER FRAME
= ti = Chon EGE Coneuing xgnees! ~=— THE MARINA SPECIALIST Rina TC & JK St BAKER re sm WIDE ALUMINIUM DECK PONTOON
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ABN 66 099 997 985 [email protected] e PROJECT: 09/08/2021 1:50 1:5 { A3
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