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Approved Plans OPW19-0227 · OPW19/0227

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          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0227 13 DEC 2019


[OCR of page images]
 

NOTE:
EXISTING STRUCTURE TO BE REMOVED

“THIS WATER AL: OC ATION AREA
INCLUDING PROPERTY QUAYLINE,

 

   

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3000 ie, ENERALLY CHECKED BY SURVEYORS
PRIOR TO INSTALLING NEW STRUCTURE. —_.= G :
- ‘ APPEARS TO BE CORRECT, WITH
x i VESSEL PROPOSED PONTOON AND GANGWAY
\ tips 3in LOCATED WITHIN THIS ARLA
Sey ~ ~~ — TT
9400 INSITUE cs
CONCRETE PILES s
—
EXISTING ws EXISTING
MOORING 755m x 135m FIXED 5 | MOORING |
j ALUMINIUM GANGWAY bo 4, Sm x 135m HINGED 2 \
| STRUCTURES SUSPENDED CONCRETE {LENGTH 70 BE CONFIRMED) ADAM CAEWAY R 3 STRUCTURES '
LANDING [BY OTHERS} WITH TIMBER a WITH TIMBER DECKING 78 |
HGH WATER MARK 3 HIGH WATER HARK
+ 1800-7495 frag CONCRETE LANDING
} (BY OTHERS)
oe "LOT 24
8 2
NOOSA COUNCIL & . Ss
APPROVED PLAN & Sie man— scale %
OPW19/0227 13 DEC 2019 5000
500 500
GENERAL NOTES NOTES a tab rsTece Sl GRADE FOAM 10 BE ENCASED f 2000 1 2000 t
dN HIGH DENSITY POLYETHYLENE MEMBRANE FULLY
1 GENERAL NOTES WELDED AT THE CORNERS AND JOINTS TO FORM A = =
Jt THE WORKS THAT ARE SUBHCT OF THESE COMPLETE SEAL IMPERVIOUS 10 MARINE ORGANISMS
PLANS ARE STRUCTURALLY ADEQUATE FOR KNOWN TO ATTACH TO SUCH STRUCTURES UNDER T, MOORING CLEATS
ANTICIPATED USAGE AS DETARED AND TYPKAL CONDITIONS
CERTIFIED ON THESE PLANS. nner 1
ALL STRUCTURES HAVE BEEN DE:
” AUSTRALIAN Stanoanos Sette bie ee CONCRETE WORK TO COMPLY WITH AS3600 5.0m x 3.0m FLAT DECK
"ina erases, +? ae a imu a 2 oo
wil
AND Witt BE STABLE AT ALL TIMES. THE PONTOON 43 anton Come e aOR LEE cates S C) WITH TIMBER DECKING ON TOP 9400 PVC
HAS BEEN DESIGNED SO THAT WHEN THE SPECEED MARINE GRADE MIX WITH BO StL? SS CONCRETE PILES
ALIVE LOAD IS DISTRIBUTED OVER HALF THE Wi0TH 4.4 MINIMUM COVERAGE TO REINFORCEMENT NOT 10
OF THE PONTOON AND OVER THE WALKWAY, THERE BE LESS THAN S0mea.
4S NOT LESS THAN 75mm OF RESERVE FREEBDARD
AND THE ANOLE OF THLT Witt WOT EXCEED 15° SO STEEL
51 ALL STEEL WORK 10 COMPLY TO AS4¥O.
20 DESIGN LOADS 52 ALL STAINLESS RESTRAINT CABLES TO 8E Meneturt
21) MAXIM VESSEL LENGTH -70m bm DIAMETER AND GRADE OF 315 AS PER AS28637
212 MAXIM an Neca tes $2 = OAD ee a An TIS, oO GANGWAY iW
t. Xi +6
oy naxrant vest DRY BERTH LENGTH - HA A RAD RE : LIGHT POST TO BE HOODED
222 (ESS BERTH BEAM - M/A MINE
223 faxmaet vESSuL Or aennieass - WA oe a ‘ALL ALUMINUM WORK TO COMPLY WITH AS 1666 & DOWNWARD FACING
23° MAXIMUM WAVE HEIGHT - 20000 $2 ALUMINUM GRADE TO BE NOT LESS THAN 6063-15 (FITTED TO GANGWAY)
24 MAXIMUM BOAT WAKE - S00ma 63 ALL WELOS TOBE Sem CF WITH ALL BUTT WELOS
25) MAXIMUM WIND VELOCITY ~ 34/5 70 BE FULL PENETRATION. Te
26 DESIGN LIVE LOAD FOR PONTOON 2 GANGWAY - 2.0hPs 64 FABRICATION TOLERANCES +/- Spe PONTOON PLAN - SCALE 1:50
Ceae ee PONTOON & MARINE CONSTRUCTION by at VEN DESCRIPTION ‘0K PROPOSED PONTOON & GANGWAY oa
ADA CONSTRUE PTY {10 AQUA PONTOONS 1 ona nme SITE PLAN, PONTOON PLAN & GENERAL NOTES|AP7354-01
[NOTHING FROM THES DOCUMENT MAY BE
Gren, at Www.aquapontoons.com.au oomgs LEON & CATHERINE VICKERS care Revs
eee Ee ea MTEC zm mer] Soe y | AOmRESS 44 NOOSA PARADE 03/06/2019 a MARK WICHLINSKI
CONSTRUCTION PTY LTD. Aqua Pontoons 1300 207 848 A3__fasswown joxe. | 1OF NOOSA HEADS A [era 63

 

 

 

 

 

 
Full text of the other 4 pages

Page 2

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0227 13 DEC 2019


[OCR of page images]
 

 

8000 j

 

 

+ 3000 (®
TOP OF PILE RL +360 AHD A 755m x 135m FIXED BOUNDARY
PC PILE CAP ALUMINIUM GANGWAY
| {LENGTH TO BE CONFIRMED)
CONCRETE SUSPENDED SLAB BY OTHERS
TOP OF SESPENDED SLAB RL +260 AHO lL Se
PENDED SLAB RL +260 AHD 7
eee 4 5m x 135m HINGED 7
ALUMINIUM GANGWAY
5.0m x 3.0m CONCRETE DECK PONTOON
TOP OF CONCRETE LANDING RL +120 AHD \ CONCRETE LANDING BY OTHERS
HAT. Rl +116 AHD

 

 

 

 

 

 

MHWS RL +066 AHD Z

 

 

 

 

AHO Ri 00 Wy WATERLINE

   

=

 

MLWS RL -076 AHD Zz

LAT. RL -112 AD -L
Lt
en 3500mm MINIMUM EMBEDMENT
r>—— TO NATURAL GROUND
Lo

PONTOON DESIGN

ELEVATION - SCALE 1:60

 

 

 

 

 

f 9295 —f
4-~ 1360—F 1495 + 1800

755m x 135m FIXED ALUMINIUM GANGWAY
UPPER CONCRETE
SUSPENDED SLAB
BY OTHERS

 
 
 

(DISTANCE IS FROM CENTRE TO CENTRE OF HINGE)
{LENGTH TO BE CONFIRMED ON SITE}

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

L\ a =a [
LOWER CONCRETE LANDING BY OTHERS BOUNDARY —+
NOOSA COUNCIL —|
APPROVED PLAN
OPW19/0227 13 DEC 2019
ROCK BATTER Pawroow peste
SECTION A-A ~ SCALE 1:60
com G20% AneA PoMTODN = PONTOON & MARINE CONSTRUCTION by [REV| DATE | REVISION DESCRIPTION PROKCT PROPOSED PONTOON & GANGWAY ORA WING NO: q ; ;
horror Ron ts Docuren A 2 AQUA PONTOONS = EATEN — AP7354-02 AA)
COPIED, REPRODUCED, STORED. OR nT
CORUNEATED Bt ANY WAY WITHOUT www.aquapontoons.com.au aE Fave
RPESSEN Seon 5 Rano 4008655 l,l, NOOSA PARADE MARK WICHLINSKI
POR OIETRICTON PTY UID Aqua Pontoons 1300 207 848 A3__] AS SHOWN 10F 1 NOOSA HEADS 03/06/2019 | 0 eon. ee)

 

 

 

 

 

 

 

 

 

 

Page 3

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0227 13 DEC 2019


[OCR of page images]
 

 

 

GS . :
(Gp. SUPPORT BRACE PLAN VIEW - SCALE 1:20

RING FIXED TO Smm CHECKER
OR FLAT PLATE WiTH
6 x M12 x 40 S/S HEX HEAD BOLTS

101.6 x 50.8 x 79 PFC
ROLLED TO 6645mm 0.0

000

 

M16x300 GRADE 4 8 BOLTS @ 430mm CENTRES 150mm WIDE x 200mm HIGH
TO FRAME THEN WELDED TD REINFORCING p STRENGTHENING BEAM

 

t

 

al 65 x 68mm LONG HOPE ROLLER
HELD WITH 916 STAINLESS PIN
Uy, Uy RADIUS OF 300mm INTO CAST ALUMINIUM HOLDERS
WA TO CORNER THAT ARE WELDED INTO PFC
Uy by.
KS
WS
Or fo 1016 x 50.8 x 79 PFC
XR EXTERNAL FRAME
YS
AKi na PILE RING DETAILS

 

 

 

Cn x 50 x 6 ANGLE

PILE BRACKET DETAILS

PLAN VIEW - SCALE 1:20

5 x M20 S/S BOLTS
INTO AQUA ALUMINIUM
PONTOON FRAME

CAST ALUMINIUM ROLLER
HOLDER BRACKET

   

965 x 68mm LONG
HOPE ROLLER

O16 STAINLESS
STEEL PI

1016 x 508 x 79 PFC

 

 

CxD
t+
LS

3000

 

    

CONCRETE DECK am

  

   

 

 

=s ELEVATION ~ SCALE 1:5
FOR PILE SIZE

 

 

 

 

 

 

 

 

 

f- REFERTO -4

 

 

SITE PLAN

L_KD

  

 

 

 

50%50x3 SHS ALUMINIUM JOISTS @ 430 CENTRES
FOR FIXING TIMBER DECKING

PONTOON CONSTRUCTION DETAILS

PLAN VIEW ~ SCALE 1:30

 

 

5000

+
‘AQUA PONTOONS 40mPa x 80mm THICK [ rom SHS ALUMINIUM JOISTS @ 430 ces

ALUMINIUM FRAME J. CONCRETE DECK

FOR FIXING TIMBER DECKING

 

 

 

rc.

y

THEN WELDED TO REINFORCING [

i
PILE BRACKET DETAILS
ELEVATION VIEW - SCALE 1:15 a
R. BOLT ao 2 x N16 FULL LENGTH t : 7 |
M16x300 GRADE 4.8 BOLTS x 4 7
@ 430mm CENTRES TO FRAME OF BEAM WITH AQUA PONTOONS 4

4OmPa x 125mm THICK ALUMINIUM FRAME
R10 LIGS OCR:
CONCRETE DECK is B7OnERS

 

 

teat
—

 

; -
Ceee2 REINFORCING FABRIC U
50mm MIN TOP COVER

 

$0 ———p

 

RADIUS TO BOTTOM EDGE SL CLASS POLYSTYRENE WRAPPED
OF PONTOON ALL ROUND [

2840

 

IN 1.5mm HDPE DAM LINER. J

 

PONTOON CONSTRUCTION DETAILS

SECTION A-~A ~ SCALE 1: 20

RADIUS TO BOTTOM EDGE
OF PONTOON ALL ROUND

 

 

PONTOON CONSTRUCTION DETAILS

SECTION B-B - SCALE 1: 30

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW19/0227 13 DEC 2019

 

 

 

[coPyRGHT ©)20% AQUA PONTOONS -
A DIVISDM DF
AQUA CONSTRUCTION PTY LTD.

a
CONSTRUCTION PTY LTD.

 

 

PONTOON & MARINE CONSTRUCTION by [REV] O47E REVISION DESCRIPTION

proxct PROPOSED PONTOON & GANGWAY

 

AQUA PONTOONS

onc mE PONTOON & PILE BRACKET DETAILS

 

ORA WING NO-

AP7354-03 AV Ir

 

 

 

 

WENT LEON & CATHERINE VICKERS

 

WWw.aquapontoons.com.au
}PAPER SIZE} SCALE WN BY
Aqua Pontoons 1300 207 848 AS. [asstown fone. | 10F 1

 

 

aooress l,l, NOOSA PARADE
NOOSA HEADS

 

\
OATE: ‘REVISION

0370672019. | 9 [ak wetasnt

 

 

 

 

 

 

 

 

Page 4

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0227 13 DEC 2019


[OCR of page images]
END BAYS

 

 

 

75X60X2 Smm 1200

TOP eRe f approx f

~ APPROX. 1850
25

 

50X50X3 SHS POSTS & LACINGS -

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

50X50X3 SHS LONGITUDINAL MEMBERS |
@ 500mm MAXIMUM CENTRES

 

GANGWAY BAS
TOP PLAN - SCALE 1:50

NOOSA COUNCIL

APPROVED PLAN

OPW19/0227 13 DEC 2019

 

 

 

i 101 x76 x 23mm
e cy HANDRAIL SUPPORT
= , 2 iF REQUIRED
| i SEE TABLE
sid =— = fe ___ = =z aoe = 21 Le J i
| “HINGED END - SEE CONNECTION BRACKET DETAILS Oo" 2
b = 4500 1352
FANGWAY |ANGWAY
SIDE ELEVATION ~ SCALE 1:50 END ELEVATION ~ SCALE 1:50
50X50X3 SHS CROSS MEMBERS
NOTE: ACTUAL WAY HAY LOOK
7 5 GANG
135 x 22 TIMBER DECKING @ 1000mm MAXIMUM CENTRES 1O1X76X2.3 RHS BOTTOM CHORD 5 _ RiginY MEE Tec ce
NI oe DRAWN AS IT 1S DETERMINED BY HOW
| MANY BAYS ARE NEEDED FOR THE
= Pe Hy on ACTUAL OVERALL LENGTH.
£38

C32x20x3 PFC TO PERIMETER INSIDE FRAME

  
  
 

T5X60X2.5mm
LEADING IN
TOP CHORD

  

135 x 22 TIMBER DECKING DIAGONAL LACINGS

 

 

 

 

 

50X50X3 SHS —-4

 

 

 

 

 

 

 

 

 

 

HANORAK SUPPORT TABLE

GANGWAY LENGTH | HANDRAIL SUPPORTS NEEDED

UP 10 0m MONE REQUIRED

10.fm - 12.50 1 ~ HANORAIL SUPPORT REQUIRED
12.6m - 15.0n 2 - HANDRAIL SUPPORT REQUIRED
15.lm - 175m 3 - HANORAIL SUPPORT REQUIRED
176m - 20.0m 4 ~ HANDRAIL SUPPORT REQUIRED
WOTE : GANGWAY SUPPORTS ARE TO BE EVENLY
SPACED OVER THE DISTANCE OF THE GANGWAY.

 

75X60X2.Smm
TOP CHORD

[

 

 

 

 

fo— S0X50X3 SHS
DIAGONAL LACINGS

DETAIL 1

SCALE 1:5

py.

32X20X3 PFE TO INSIDE OF FRAME

 

 

 

 

 

     

(” x 22 TIMBER DECKING
; 4

 

 

  

 

 

 

     

 

 

  

 

 

  

 

 

 

 

WELDED TO GANGWAY

101X76X2 3 RHS
1352 + 80TTOM CHORD —~
B0F— 1252 — x5
©50X4mm ALUMINIUM CHS ] OXdex3.5 RES HOPE ROLLER WITH
[190X122 ALUMINIUM PLATE WITH BUSHES TO SUIT BOTTOM CHORD 016 S/STEEL PIN
re HOLE FOR g s
@ FIXING BRACKET ° aro i DETAIL 3 scaes:s
105 551 + 551 st
CONNECTION BRACKET TO MOORING BLOCK
@50X4mm ALUMINIUM CHS __
FRONT ELEVATION - SCALE1: 18 WOXT ELATBAR WITH NYLON BUSHES TO SUIT
“9
seca . MOORING
BLOCK
fp 1530 oj | 016 STAINLESS STEEL PI
#50X4mm ALUMINIUM CHS WITH BUSHES TO SUIT | i 400X6mm FLAT BAR
[ X T M16 S/STEEL
LL

100-4

 

100X6mm FLAT BAR
WELDED TO GANGWAY

CONNECTION BRACKET TO GANGWAY

ANCHOR BOLTS.

 

10mm SUPPORT GUSSET

 

I S0XS0X3 SHS
DETAL 2 CROSS MEMBERS
GANGWAY

 

 

 

 

 

 

CONNECTION BRACKETS
FRONT ELEVATION - SCALE 1:10 SIE ELEVATION - SCALE 1:3 HINGED GA NGWA Y
corres Drow sav rowToons- PONTOON & MARINE CONSTRUCTION by [REV] OATE | REVISION DESCRIPTION PRoxCT PROPOSED PONTOON & GANGWAY eae es ara }
sorte Son TS ne at AQUA PONTOONS ong nme HINGED GANGWAY & BRACKET DETAILS AP7354-04
COPED, REPRODUCED, STORED, OR www.aquapontoons.com.au q@enT LEON & CATHERINE VICKERS re rm
Pride WRITEN PERSSON oF Kau , som Ao0Ress 44 NOOSA PARADE 03/06/2019 0 [Hage wiceuwsia
CONSTRUCTION PTY LTD. Aqua Pontoons 1300 207 B48 NOOSA HEADS REPO: 1643

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 5

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0227 13 DEC 2019


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HINGED END - SEE CONNECTION BRACKET DETAILS
1550 CENTRE 70 CENTRE OF HINGES (LENGTH TO BE CONFIRMED ON ee eneeesl

 

 

Z i
Lepr

 

 

 

 

 

 

 

 

END BAYS _ 78X60X2 Simm HANDRAIL SUPPORT TABLE
+~ approx 185077 TOP CHORD 1200 GANGWAY LENGTH | HANDRAK SUPPORTS NEEDED
525 i \ fo approx f 50X50X3 SHS POSTS & LACINGS
f Se UP T0 tom ‘NONE REQUIRED
i fh a HS x2 ad ey 10.im - 1250 1 = HANDRAM SUPPORT REQUIRED
= ‘Ss S : A eck ° 2.6m - 5.0m 2 - HANORAIL SUPPORT REQUIRED
| * " SEE TABLE 1S.tm ~ 17.5 3 - HANDRAIL SUPPORT REQUIRED
< a= = 3 = se 5 — i = i = a 4 aL 17.600 ~ 20.0 4 - HANORAIL SUPPORT REQUIRED
| “HINGED END - SEE CONNECTION BRACKET DETAILS

 

 

NOTE : GANGWAY SUPPORTS ARE TO BE EVENLY

135 x 22 TIMBER DECKING

GANGWAY
‘SIDE ELEVATION ~ SCALE 1:50

50X50X3 SHS CROSS MEMBERS
@ 1000mm MAXIMUM CENTRES

101X76X2.3 RHS BOTTOM SHORE)

GANGWAY
END ELEVATION ~ SCALE 1:50

WOTE: ACTUAL GANGWAY MAY LOOK

 

 

 

 

 

 

 

 

 

 

 

SUGHTLY DIFFERENT TO WHAT IS
DRAWN AS IT IS DETERMINED BY HOW

7

 

 

MANY BAYS ARE NEEDED FOR THE

 

 

ACTUAL OVERALL LENGTH

1352

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

50X50X3 SHS LONGITUDINAL MEMBERS _!

@ 500mm MAXIMUM CENTRES.

 

U3ax20x3 PFC TO PERIMETER INSIDE FRAME

GANGWAY BASE
TOP PLAN ~ SCALE 1:50

 

 

 

 

 

 

 

 

 

 

 

 

 

1352
50 1252 150%
| @50X 4mm ALUMINIUM CHS |
[7 100X12 ALUMINIUM PLATE WITH BUSHES TO SUIT
A Vo 38 HOLE FOR 8 a
° FIXING BRACKET ° aro iT
#105 551 aS 551 154
KET Te
FRONT ELEVATION - SCALE 1: 10
f. 1652
+— 1530 ,
| #50X 4mm ALUMINIUM CHS WITH BUSHES TO SUIT |
L |S
e
f ab
100X6mm FLAT BAR

 

 

WELDED TO GANGWAY

CONNECTION BRACKET TO GANGWAY

FRONT ELEVATION - SCALE 1:10

i 1200

 

 

NOOSA COUNCIL
APPROVED PLAN
OPW19/0227 13 DEC 2019

 

 

ANCHOR BOLTS

10mm SUPPORT GUSSET

50XS0X3 SHS —+4
DIAGONAL LACINGS

101X76X2 3 RHS.
BOTTOM CHORD —+}

 

SPACED OVER THE DISTANCE OF THE GANGWAY.

 

 

~ 75X60X2.5mm
TOP CHORD

 

 

 

 

fo 50X50X3 SHS

YQ DIAGONAL LACINGS

TAM 1
SCALE 1:5

pyy

32X20X3 PFE TO INSIDE OF FRAME

 

 

(” x 22 TIMBER DECKING

 

 

 

 

Lonsox SHS

DETAIL 2
SCALE 1:5 CROSS MEMBERS
50X4mm ALUMINIUM CHS
TOPRIRIELAT BAR WITH NYLON BUSHES TO SUIT
MOORING
BLOCK GANGWAY
©} STAINLESS STEEL Pil
0X6mm FLAT BAR
M16 S/STEEL

WELDED TO GANGWAY

CONNECTION BRACKETS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SIDE ELEVATION - SCALE 1:3 FIXED GANGWA Y
Forrmases Cron aava PowToons - PONTOON & MARINE CONSTRUCTION by [EV] OATE | REVISION DESCRIPTION proKCT PROPOSED PONTOON & GANGWAY DeAVOR NY: 6
situa Fan De renee AQUA PONTOONS ong nme FIXED GANGWAY & BRACKET DETAILS AP7354-05 4] i
See eesastapnters et ela —— foam aE Soars [Thame
i ‘OF ant
on DETRTONPN UD Aqua Pontoons 1300 207 848 AS SHOWN | DKE. | 10F 1 NOOSA HEADS 03/06/2019 | 0 lrewm mes

 

 

 

 

 

 

 

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