Approved Plans MCU22-070 & OPW22-0116

Page 2

    NOOSA COUNCIL
    APPROVED PLAN
MCUU22/0070 & OPW22/0116
       8 JUN 2022


[OCR of page images]
 

 

 

 

 

 

 

 

 

  
    
  
 

 

 

 

 

 

 

    

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOOSA COUNCIL
APPROVED PLAN 2
is
MCUU22/0070 & OPW22/0116 |=
8 JUN 2022 E
} 12000 1 =
PIANO HINGE CONNECTION -
TO STARTER JETTY zle y Pe
(REFER DETAILS: Bis 3 iS
HAND RAILS NOT (REFER DETAILS) SZ 2 a
SHOWN FOR CLARITY eo Is =
° “ie /\ TOP OF PILES RL 3.2m ic fe
i [| | >
| i =
TILED AREA ~RL_2.60m 8 ke i fz
' ~RL_2.412m — i S
i
} ——_-S \ =
8 = =
CATH =
WAL a
. E CATWALK AT LAT TOON @ HAT! o
a SLOPE 1:4.4 S— Do} =
_ |
— “HAT RL 0.68m <
lo
ORY SAND MHWS R.L 036m =
FOR FOOTINGS, STARTER JE AREA | AKD RL 0.0m ls
& STEPS REFER DETAILS LEVEL DATUM A
; MLWS RL 0.25m le
Ex sting _/ LAT RL 0.42m oc
RETAINING WALL S
APPROX CANAL > Ss
ROFILE 23
Be =
25 =
ee a
ef .
2h SB
Ze eB
3f E
8 9315 83 kNm R.C INSITU PILES 3
Bz =
= 2
ELEVATION DETAILS zs ie
s Ss
SCALE 1:50 gs lS
Ba Iz
I ia
5
LI E
ey
IS
Is
2
EA
A
ay
cs
2
Es
> 5 aml Gon mek Comatine en] THE MARINA SPECIALIST SURVEY DATA] [J MACLENNAN TE ELEVATION
de Mle osioncatn, cup #102 RONG AS AEN O10555018 8 RON paanson es [ou SS] Lor 99 (21) WITTA CIRCLE
Ph: +61 7 3367 3570 CORBOULD PARK | — NOOSA HEADS DATE ir [SHEET
6: THE QUO 4551 AUSTRALIA |" ' DATE: UNITS SCALE: ‘SHEE
‘ABN 68 099 997 985 [email protected] SRORGT 25/01/2022 | wu {1:50 5 AS)
cre HONE(O7) 5492 5925] HEIGHT latin DeRRivED]UD| DpOP , 169 2022 | MM | 1:0) 2
eRe OWE SPECIALIST Rtn | ie ROPOSED PONTOON / CATWALK — ‘efanc—GrEcKe5 —sepROr TORS No im
Rev DESCRIPTION ay | pate PPO < 5496 02/03/2022 | Eaal AND STARTER JETTY 1B JSP=SJ-35811 A

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

    NOOSA COUNCIL
    APPROVED PLAN
MCUU22/0070 & OPW22/0116
       8 JUN 2022


[OCR of page images]
 

HANDRAILS FROM

re 100 a JSP=203
T T

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

JSP-202
MID RAILS
s
| 8
POSTS WELDED TO
OUTSIDE OF FRAME 3
g
Lt
IF J w 7 iP
CROSS BRACING
FROM 50 x 2 SHS
f - -
5
100 x 100 x 3 SHS POSTS
WITH 10 THK ATE
gs & M12. CHEM BOLTS
B
re PL | REVETMENT WALL
Tees] F Tes tT
300 i FOOTINGS TO FOUND
8 SQ ‘4 BELOW INFLUENCE |
6 “ j Li-t oF REVETMENT WALL

 

 

 

 

 

 

 

1400 CRS

STARTER JETTY
SIDE VIEW

CROSS BRACING
FROM 50 x 2 SHS

MASS (40mPa) CONCRETE
FOOTINGS REINFORCED
WITH G445A MESH CAGE

 

 

 

 

ASSUMED FOOTINGS

 

NOOSA COUNCIL
APPROVED PLAN

8 JUN 2022

 

MCUU22/0070 & OPW22/0116

 

 

10 THK BASE PL WITH
3 x M12 CHEMSET BOLTS

4mm ALUMINIUM PL DECKING
TH OUTDOOR CARPET

 

COVERED W

  

{150

G

 

-

 

 

“| 20

 

(NOT FULLY SHOWN FOR CLARITY)

INE

ARE

___ FOUNDED ON NATURAL

SOIL WITH 100 kPa
BEARING CAPACITY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4
/|

JSP-205 RHS
FRAME

TILED AREA \

  
 
 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

HAND RAIL THIS SIDE ONLY;
NOT SHOWN FOR CLARITY
8

 

 

 

 

 

 

J

 

” bette CR’

900

 

 

 

2040 TT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Woollongabba, QLD 4102

CORBOULD PARK

 

 

 

UPDATED FOOTING NOTE PEI TB

 

23/02/22) SB

 

 

 

 

 

 

REV DESCRIPTION BY

DATE _[APi

 

 

 

 

  

 

 

Ph: +61 7 3367 3570 c NU
‘ABN 68 099 997 985 [email protected] THE jetty QLD 4551 AUSTRALIA
RPE: DATE: SPECIALIST HONE(O7) 5492 5925) Fy |AHD DERIVED]
5496 02/03/2022 | = SURVEY

BOOKS.

NOOSA HEADS

PROJEC

 

PROPOSED PONTOON / CATWALK

AND STARTER JETTY

DATE:

 

188
STARTER aN JSP-008 JSP-404 ae LANDING
1 Lo /~ JSP—008 _ x
+ TOR IK A 240
6 Pl le | tt
+ rs 188
M12 $S316 BOLTS sP—009 L Fay 929 a Sg i
it
3 f Bali i Dy +
I” | yes: th JSP=404
seo Not / si th IQ /
STEPS NO’ 1 oe “|
Z i | [Li] STRINGERS; JSP—oo8 we
SO Rn 1 qt 146 x 50 x 6 ix
cu 1 / LENGTH= 1827 ——t f- 60
tf de g a
if (ts 40 PL 8
woe Bg gh
i rot 7 rae] fp Tees
! ! 100 x 100 x 3 SHS POSTS teva
t WITH 10 THK BASE PLATE be i
1 i & M12 CHEMSET SS BOLTS ~ i Hl REVETMEN’
t ! IN-BETWEEN CROSS BRACING bod WALL
FROM 50 x 2 SHS
L FOOTING 1400 CRS -l-— Footie 925 crs—-| a 200 be 1400 CRS ++ 500+
END VIEW STEP DETAILS - SIDE VIEW
> 5 aml Grckon GE Conutng Hoses] — THE MARINA SPECIALIST SURVEY DATA] [J MACLENNAN ME STARTER JETTY & STEPS DETAILS
awl 0 Box 6148 TRADING AS ACN 010633119 18 RON PARKINSON CRES [paTUM IS} LOT 99 (21) WITTA CIRCLE

UNITS SCALE: SHEET:

 

 

 

 

25/01/2022 | ww [1:25 3 A3
sani EOE FRO ORE No a
108 JSP—SJ~ 35812 8

TTY SPECIALIST

JE

IN OF THE

A THIRD PARTY WITHOUT THE WRITTEN PERMISSIOI

SED ON TO

PART OR FULL OR PAS‘

JT BE REPRODUCED IN

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANN!

 

 

Page 4

    NOOSA COUNCIL
    APPROVED PLAN
MCUU22/0070 & OPW22/0116
       8 JUN 2022


[OCR of page images]
 

REINFORCING
JSP-203
FRAME 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
CATWALK

DAGOINS SN

JSP=205
BOTTOI
CHORDS,

 

 

1370 EXTERNAL

ro —

SECTION A

SCALE 1:25

 
  
 
  
  
 
 
 
 
 
   

peor

=, JNOT APPLICABLE A

3 UPRIGHT

7.5m wx

STANDARD SIDE PROFILES

SCALE 1:100

 

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

3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm

CRS WITH 4mm AL. RIVETS & COVERED WITH

COMMERCIAL OUTDOOR CARPET.

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

EACH PLANK.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OR 125 X 25mm CCA 4°10"

Tr |

 

 

 

 

 

 

 

© UPRIGHT |
Tim MAX:

(BENT END OPTIONAL ON ALL CATWALKS)

a
aX
> ~_ oe oh aie a = |

x

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

2 NOT APPLICABLE
exIRA JS>-202 FRAME JSP-002_ ANGLE CROSS BEANS AND LONGTUDNALS =
usp WELDED BETWEEN ALL CROSS MEMBERS FOR
STITCH WELDED TO CATWALKS WITH TIMBER. DECKING —+|1000 —_ 7 UPRIGHT |
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) I 13m MAX: 1
EQUAL
MAXIMUM CATWALK LENGTHS UPRIGHT -4NOT APPLICABLE 1 965
i i
LIVE DECK LOAD 1.5 kPa 2kPa SP aKPa 2 7) SPACING FF NOT APPLICABLE a
3 UPRIGHTS 7.5m 6.7m 6.0m 5.0m S
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m a 9 UPRIGHT “]
7_UPRIGHTS 13.0m 12.2m [| 11.5m 10.5m | 15.7m MAX.
9 UPRIGHTS 15.2m _13,9rm 12.5m 11.0m
SHT' 7 965
NOTES: {1_UPRIGHTS 7.7m ¥6.0m__[) 12.7m 14.0m “NOT APPLICARIE I
* ALL FRAMING MATERIAL TO BE ALUMINIUM _*—— - NOT APPLICABLE 4
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665
* ALL S.S STEEL WELDING IN ACCORDANCE WITH A.S. 1554
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O.
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15, | 11 UPRIGHT (BASE BRACING REQUIRED)
* DIMENSION TOLERANCES U.N.0. SHALL BE: b 17.7m MAX:
FABRICATION - + 2.0 MACHINING - UP TO 10mm +0.1
> 10 TO 100mm £0.2 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 PIANCH HING!
ALL ANGLES 1° CATWALKS REQUIRING 11 vests \\ SEE STANDARD PIANO HINGE & LAND ANCHOR mames 7 490 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN £4
LOW WATER RR SPT VY +
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. 4 200 GAP
NS —t
ROLLER DETAIL pL A aL) =
SCALE 1:5 TIMBER DECK
7 TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
r= SSS ——— oe SCALE 1:10 (1.5kPa & 2kPa LIVE LOAD ONLY)
5 i ALUMINIUM DECK
' JSP-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
— [ (NO LONGITUDINAL REQUIRED)
Eto Vo IO NOOSA COUNCIL
12mm SS PI TI 0 X 6 FLAT BAR WELDED TO
[ / HINGE TUBE & CATWALK END APPROVED PLAN
eS BULL BAR MCUU22/0070 & OPW22/0116
100—=+ \\ 670 NYLON ROLLER TO be, CHANNEL PIANO HINGE DETAIL
12 EACH SIDE OF CATWALK 70 ScaLe 1:5 8 JUN 2022
> Cee Ciclon OE tmoatig tgiees] © THE MARINA SPECIALIST CHEN: MJ MACLENNAN ™E STANDARD CATWALK CONSTRUCTION
awd Woollongabbo, OLD “4102 TRADING AS ACN 010633119 18 RON PARKINSON RES |S} LOT 99 (21) WITTA CIRCLE
4 CORBOUND PARK —
Mob +61 447 950 427 THE QLD 4551 AUSTRALIA |— NOOSA HEADS DATE: UNITS | SCALE: SHEET:
Bx 66 1» ovr s0s ngineering®@crichtonedge.com Yy— Race 12/3/03 Ae SHOWN , A3
[a Tse PT ac a OnE SPECIALIST |e] __ STANDARD DRAWING CREED NPR [OR Ha Ei
REV DESCRIPTION BY | DATE_|APPD| c 5496 wrov2021 | MA JSP—GW-006 M

 

 

 

 

 

 

 

 

 

THIS DRAWING IS SUBJECT TO COPYRIGH

iT AND CANNOT BE REPRODUCED IN PART OR FULL OR PAS:

ED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

Page 5

    NOOSA COUNCIL
    APPROVED PLAN
MCUU22/0070 & OPW22/0116
       8 JUN 2022


[OCR of page images]
 

 

 

 

|

  
  
  
  
      
    
 
 
   
    

JSP—206 TUBE
WELDED INTO:

ROLLER BRACKET PLAN VIEW

SCALE 1:5

  
 

315.
PILE

ann 709 x
10mm_ PLATE
GUSSETS TOP
& BOTTOM
4 / MB
S.8 PIVOT PIN

 

10mm_ CHEEK
~ PLATES FULLY
ar WELDED INTO
CHANNEL
6 H.D.P.E ROLLERS
WITH 126 S.S PINS
6 ROLLER
GUIDE BRACKET
| | ‘577: | |
‘700— 1

 

      
  

FRONT VIEW

TRADING AS
THE

jereyha.

ACN 010633119.

 

 

THE MARINA SPECIALIST

 

re

250 S.S
PIVOT PIN

PILE FACE

=f}

      
 
 

10 LOCKING PLATE

boa

Los

CS S.S BOLTS

JSP—206 WELDED
INTO JSP—308 ANGLE

SECTION “A
SCALE 1:2\—/

JSP-209

NOTES:

* ALL ALUMINIUM WORK TO COMPLY WITH AS16684.

* ALUMINIUM TO BE GRADE 6351-15.

* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665

* ALL WELDS SHALL BE 8 C.F.W. U.N.O.

* ALL BUTT WELDS TO SE FULL PENETRATION.

* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.

* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF
QURALAC APPLIED TO ALL CONTACTING SURFACES.

* DIMENSION TOLERANCE ~ 4 2.0mm

+ REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER,

ULTIMATE LOAD CAPACITY = 15 KN
ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES
BERTHING SMALL, LIGHT WEIGHT VESSELS UP TO 10m

S.S PIVOT PIN
FIXED TO JSP—209 WITH
4 / M8 GS S.S BOLTS

 
  
 

ROLLERS SHOWN WITHOUT
CHEEK PLATES FOR CLARITY

 

 

 

 

———]}

 

 

 

 

 

 

 

 

y
kd

 

 

 

 

=

MCUU22/0070 & OPW22/0116

NOOSA COUNCIL
APPROVED PLAN

 

SIDE VIEW

CS

PONTOON
FRAME

 

 

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

 

 

8 JUN 2022
1

st Joffice

 

 

2 INDUSTRIAL AVE
CALOUNDRA

QLD. AUSTRALIA 4551
PHONE (07)5492 5925

FAX

(07) 5492 6899

 

EMPERE

ENGINEERING

45 Bribane Read Mooloolaba, Qld
"T:07 5477 6437 F:07 5444 4216
PO Box 102 Mooloolaba Qld 4557

NCW W12761S1O ABN 21912761510 sitsinscemplreeagineesiug.comau

 

CuENT:; MJ MACLENNAN ME:
LOT 99 (21) WITTA CIRCLE

NOOSA HEADS

PIVOTING PILE BRACKET CONSTRUCTION
315 DIA PILE

 

DRAWING NO:
JSP-SO-187

 
    

 

PROU

 

JECT:
STANDARD DRAWING

 

 

 

 

Page 6

    NOOSA COUNCIL
    APPROVED PLAN
MCUU22/0070 & OPW22/0116
       8 JUN 2022


[OCR of page images]
 

 

 

NOOSA COUNCIL
APPROVED PLAN

MCUU22/0070 & OPW22/0116

8 JUN 2022

 

 

 

 

6 / N16 BARS
FULL LENGTH
40mm COVER

R6 HELIX

@ 65 PITCH —~_|

3154 HUMES

UPVC FORMER NY

 

 

6 / N20 BARS

FULL LENGTH
40mm COVER oN

R6 HELIX

@ 65 PITCH]

315% HUMES

UPVC FORMER NS

 

 

 

 

 

 

INOT A

ICABLE |

IN

OT APPLICABLE |

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

 

 

GRADE _N:
MASS CONCRE
TO BASE OF PII

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

32
TE
LE

BO

 

 

 

 

 

 

 

& 3 / N20 BARS |

TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM

 

 

R6 HELIX

@ 65 pitch |

 

315@ HUMES

UPVC FORMER NS

 

 

 

6 / N20 BARS -
FULL LENGTH im

 

 

TO 2m OF TOP 1.
40mm COVER Nd

 

 

 

GRADE N32
MASS CONCRETE -

 

TTOM OF PILES

 

 

 

 

 

 

 

 

 

400% HUMES

UPVC FORMER Sg |

& 3 / N20 BARS
TO 3m OF TOP

MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND +r
TO WITHIN 300 FROM 14
BOTTOM OF PILES

6 / N20 BARS

 

 

R6 HELIX
@ 65 PITCH

 

FULL LENGTH

 

40mm COVER

 

 

 

 

R6 HELIX
@ 65 PITCH

400% HUMES

UPVC FORMER” |

6 / N24 BARS
FULL LENGTH

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

 

 

INOT APPLICABLE |

INOT APP

 

 

 

GRADE N32

 

 

   

 

 

 

 

 

 

 

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

 

 

 

3 315¢ PONTOON PILE FE
thaw étkNm 3158 PONTOON PILE 4008 PONTOON PILE 4008 PONTOON PILE
BSkNen 130kNm 172kNm
8 GEe zaating Baga THE MARINA SPECIALIST a MJ MACLENNAN CONCRETE INSITU PILE CONSTRUCTION
‘ TRADING AS ACN 010633119 18 RON PARKINSON CRES LOT 99 (21) WITTA CIRCLE 1
al Wosllongabba, ww 4102 me CORBOUND PARK IS NOOSA HEADS a8 & 400 DIMETER REINFORCED
ABN 08 089 997 965 [email protected] 'Y.. QLD 4851 AUSTRALIA J) : AE: = A3
wa appa ef ra OE a Proneor) 482 592801" STANDARD. DRAWING we ie a
E ISSUED FOR EDGE ENGINEERS FAX (07) 5492 6699 °
REV) DESCRIPTION BY | DATE APO 5496 rio9/2020 | 7 SPECIALIST MA Te | JSP=SD-045 E

 

 

 

 

 

 

 

 

Page 7

    NOOSA COUNCIL
    APPROVED PLAN
MCUU22/0070 & OPW22/0116
       8 JUN 2022


[OCR of page images]
 

 

 

GRADE SL POLYSTYRENE FLOTATION BLOCK FULLY ENCASED
ALL SEAMS TO BE FULLY WELDED TO SEAL POLYSTYRENE
AGAINST WATER, MARINE ORGANISMS OR CHEMICAL ATTACK

FIT FLOTATION BLOCK TO FRAMEWORK

NOOSA COUNCIL
APPROVED PLAN
MCUU22/0070 & OPW22/0116

 
  
 
 
 

 

 

 

 

 

 

 

 

424 PRIOR TO FITTING AL. SHEET DECK
8 JUN 2022 FREEBOARD ces t
Los 1880 rye
REAR ELEVATION
SCALE 1:50

CAST ALUMINIUM MOORING
CLEATS BOLTED 10 DECK
QUANTITY PER CLIENT PLAN DRG

—— §000 TO 12000 ‘c

JSP—400 RHS PONTOON FRAME ** LONGITUDINAL BEAMS @ 2405 CRS

TO FRONT & BOTH BO \

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   

 

 

 

 

 

 

   

100 x 75 x 2 AL. RHS AS
Vt

WITH 1.5mm HDPE SHEETING

FOR PIVOTING ROLLER BRACKET TYPE
REFER CLIENT PLAN DRAWING

 

   

 

375 FOAM 100 x 75 x 2 AL. RHS
THICKNESS TRANSVERSE BEAMS
koa J
2875
END_ELEVATION
: SCALE
** NOTE

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

tees ; = =]
= Hl ** 2405 CRS =
3 Hi (2405 PLATE LENGTH) °
t TL ming Tt
i elt 4mm ALUMINIUM DECKING PLUG WELDED OR
ge | TR RIVETED @ 250 CRS 10 FRAMEWORK & COVERED
Se | ai WITH COMMERCIAL OUTDOOR CARPET
3 Saat
» | eh
Hl — TPIT TT
| 4 |
|
se ! i 3S
3S ! i 8
[ a |
100 x 75 x 2 AL. RHS i

  
 

   

TRANSVERSE BEAMS @ 400 CRS

JSP-305 RHS PONTOON FRAME \,
TO BACK SIDE ONLY

PLAN VIEW
SCALE 1:50

PILE GUIDE BRACKETS
FIXED TO PONTOON FRAME
WITH 2 x M20 S.S BOLTS

    

   

oN FOR

600 lL L 600 a

ALUMINIUM CLEATS
BOLTED TO 50 x 10 ANGLE
{ANGLE WELDED INSIDE EDGE)

M12 SS STUD BOLTS
WELDED TO INSIDE ANGLE COMMERCIAL OUTDOOR CARPET

ADHERED TO 4mm ALUMINIUM DECKING

 

 

 

 

 

 

WELDED BETWEEN
LONGITUDINAL BEAMS

100 x 75 x 2 AL. RHS
LONGITUDINAL BEAMS
100 x 75 x 2 AL. RHS
WELDED WELDED BETWEEN

 

 

 

    
 
  

 
   
  

PILE SIZE & PILE BRACKET TYPE

REFER CLIENT PLAN DRAWING

CONSTRUCTION NOTES:

* ALL ALUMINIUM WORK TO COMPLY WITH AS1664

* EXTRUDED ALUMINIUM TO BE GRADE 6351-TS 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 STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL BE GRADE 316
* 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

MAX. WAVE HEIGHT — 0.5m

PONTOON LIVE LOAD - 3kPa

CONCENTRATED LOAD — 4.5kKN OVER 300mm DIAMETER DECK SURFACE AREA
PILE BRACKET MAXIMUM ULTIMATE LOAD; 15kN

STITCH WELD DECK

’
+
'
& JSP-303 +

PVC SNAP IN
FENDER

+
+
'
'

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LONGITUDINAL BEAMS 100 x 100 x 2 AL. RHS
SECTION=A FRAME PRON LONGITUDINAL BEAMS SECTION-B JSP—400 RHS
SCALE 1:5 & ENDS SCALE 1:5 PERIMETER FRAME
I B = E= ace cenuing ngneen] = THE ~MARINA SPECIALIST |_|"! MJ MACLENNAN TE Sm WIDE ALUMINIUM DECK PONTOON
VT - Woollongabbo, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON CRES }€5}] LOT 99 (21) WITTA CIRCLE 5m TO 12m LENGTH

Ph: +61 7 3367 3570 | Apacer wweraaun f-|___ NOOSA HEADS DAE ee A3

[ A 66 t 97 ns [email protected] etty. acre 89/08/2021 15 [i
: PEG: DAE: i SPECIALIST PHONE(07) 5492 592510)“ “STANDARD DRAWING. [09/0 / — a
DESCRIPTION BY_| DATE _|APPO} 5496 11/08/2021 _—_ DB JSP-SD-206/8 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