Approved Plans OPW19-0048 · OPW19/0048

Page 2

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   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0048 16 APR 2019


[OCR of page images]
 

 

NOOSA COUNCIL
APPROVED PLAN
OPW19/0048 16 APR 2019

 

 

 

 

NAVIGATION CORRIGOR

~~ TFNDER RUBBER

 

| 9900 |

 

 

CAST ALUMINIUM

 

TO ALL ~~ E MOORING a

 

 

 

 

 

 

~B794 |
I

WATER ALLOCATION BOUNDARY |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

4 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

 

 

 

 

 

 

 

 

 

 

— tr — — — = =] |
i PONTOON a 2000 —~ 3
YL | | |
LADDER |
_ —_ _ i — 4 |
|
| |
400 130kNm i
R.C INSITU PILES :
hee | | |
1 Tse |
= me i
p ~~. | | |
s ! ~ SA +- |
— - APPR i i 7S
—~{L_APPROX Low LOW WATER swe L 7 & |
~ 3 ! QUAY.LINE 4 —_—-
i i — oe t— + —- | T 7
— ee Oe ee SL ~ = | hel
~ oO Oo
7~ my, = S / = |
ST tee, t = ,
EXISTING PONTOON/PILES/CATWALK oN ThA, &
TO BE REMOVED BY OTHERS | | 1500 WATER
7 L +r ALLOCATION
3 | BOUNDARY
, |
STANDARD PIANO HINGE
CONNECTION TO EXISTING NN |
STEPS / ABUTMENT BLOCK k- 1370 . |
ee 7 . LL
—_ | _ _ | -
EDGE FACE-BOTTOM STEP } tT |
HWM-PROPERTY BOUNDARY
4
i
NOTES: EXISTING STEPS/ABUTMENT BLOCK G \
Existing structures shown in approximate position
; I
Canes —~| 1200 [aos SIDE EDGE OF sips} —_—-
Catwalk — 2.0kPa
i
BERTHING: |
Moximum wet vessel length ~ 11.0m LOT 0 LAYOUT PLAN i
Maximum wet vessel beam — 4.3m BUP 9869 SCALE 1:100 |
. |
THE MARINA SPECIALIST Sunshine Coast Office) (CUENT: BODY CORPORATE FOR NOOSA QUAYS) TITLE: LAYOUT PLAN
TRADING AS ACN 010633119 2 INDUSTRIAL AVE F M P R FE Level 2/13 Norval Crt Maroochydote Qld LOT 0 (4) QUAMBY PLACE
r CALOUNDRA TiO? 5477 6437 NOOSA HEADS - -
THE ett QLD AUSTRALIA 4551 ENGINEERING 70 Box 102 Mooloolaba QU 4557 SCALE: DATE: DRAWING NO:
fewmr —puone(o7) s4s2 sezs | [EE OF PE ee ee PROPOSED PONTOON & CATWALK [-—1:1G)_—_} 25/01/2018 [asp -Si-52001
(Rev DATE AMENDMENT REQ) == SPECIALIST = (07) 5402 Sins { 1 =< | 644% | S-2- 19) 108 ie . MILUMETERS AS

 

 

 

 

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   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0048 16 APR 2019


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NOOSA COUNCIL
APPROVED PLAN
OPW19/0048 16 APR 2019

 

 

EXISTING STEPS;
BOTTOM STEP ~R.L 2.3m

 

EXISTING ROCK WALL

STANDARD PIANO HINGE
CONNECTION TO EXISTING
STEPS / ABUTMENT BLOCK

 

APPROX BEACH PROFILE

ELEVATION DETAILS
SCALE 1:50

CATWALK ot LAT

TOP OF PILES RL 3.2m

 

 

  
  
 

“PONTOON AT FAT 3

oA ere r cnt sea site

THE JETTY SPECIALIST

 

7

+> HAT RL 0.68m
MHWS R.L 0.36m

AHD R.L 0.0m LEVEL DATUM

 

 

 

 

9400 130kNm
R.C INSITU PILES

4000 MIN EMBEDMENT
INTO FIRM TO STIFF CLAY

 

 

 

 

MLWS R.L 0.25m
+ LAT RL 042m

 

IN PART OR FULL OR PASSED ON TO_A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THE MARINA SPECIALIST Sunshine Coast Office) (CLIENT: BODY CORPORATE FOR NOOSA QUAYS] TILE: ELEVATION ~
TRADING AS ACN 010633119 2 Reus ANE FE M P R FE Level 2/15 Nora Ga Macedo QM LOT 0 (4) QUAMBY PLACE
THE GED AUSTRALIA. 4551 ENGINEERING 20 Box 103 Modoutebs QM 4557 NOOSA HEADS SCALE: DATE: DRAWING NO:
|S 'Yy¥— sons | [AH U7EISID ABR _ZUT2751510 slnnePetendinenecn | | PROJECT: PROPOSED PONTOON & CATWALK [1:50 23/01/2019 | JSP-SJ—52002
SPECIALIST aN won 5482 eee CHECKED: 7 we DATE: DRAWN omen GHECK2 | DIMENSIONS | ISSUE A3
\REY_DATE AMENDMENT oy = C WT G40 |S.a-lg 108 MILLIMETERS 3)

 

 

 

 

 

 

 

 

 

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   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0048 16 APR 2019


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exttaiac-———; SECTION A STANDARD SIDE PROFILES ro Tt.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
    
 

 

 

 

_ TYPICAL ALL CATWALKS SCALE 1:100 ° Oe
TOP CHORD / anna pnt RNa SCALE 1:25 = I i
UPRIGHT
7 NOTE: BENT END OPTION CAN BE | " |
jsp-209 \ Sm ALUMINIUM UTE FED To FRAMING AT 250mm USED ON ALL SIZED CATWALKS
UPRIGHTS & DIAGONALS | 4 COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°10" n
TREATED & DRESSED F17 HARDWOOD PLANKS FIXED
aso O—— WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS ~
A EACH PLANK.
enrmutaane NOOSA COUNCIL | | f
‘ APPROVED PLAN 7
JSP-002 ANGLE CROSS BEAMS AND LONGITUDINALS OPW19/0048 16 APR 2019 my \
WELDED BETWEEN ALL CROSS MEMBERS FOR W |
CATWALKS WITH TIMBER DECKING. | : |
(1.5kPa & 2kPa LIVE LOAD ONLY) a :
s ©
& oN Ee
MAXIMUM CATWALK\LENGTHS 7
LIVE _DECK LOAD] 1.5 kPa 2kPa) 3kPa 4kPa a is,
ome MATERIAL TO BE ALUMINIUM cue im Bio Bore 2m — 7 UPRIGHT _!
* All ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m —*1000 12006
Wimetwtantcs = 7_UPRIGHTS 13.0m 12.2m_ | 11.5m 40.5m EQUAL
«ALL ALUMINIUM SECTIONS TO BE GRADE 6351~T5. 9 UPRIGHTS 15.7m 13.9m 42.5m 11.0m = UPRIGHT . . , , . , 965
DIMENSION TOLERANCES UNLO. SHA BE: tom so. {L1_UPRIGHTS 16.8m 14.7m | 12.5m 1.0m | 2 tt
> 10 TO 100mm £0.2 =
> 100mm + 08 oy «NN .
ALL ANGLES 1° eae It

* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN LOW WATER. |

* REMOVE ALL SHARP CORNERS,
BURRS & WELD SPATTER. JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END

 

 

 

 

 

 

 

 

 

 

 

* ANY CHANGES 10 BE NOTED AND RETURNED 10 DRAWING OFFICE FOR REVISION LENGTH AND SPACING TO SUIT STANDARD PIANOH HING!
ROLLER DETAIL SEE STANDARD PIANO HINGE & LAND ANCHOR memes 7 oo ie
SCALE 1:5
~ E200 cap
v
SLIT TTL >
|
i JSP—002 ANGLE CROSS BEAMS (1.5kPa & 2kPa LIVE LOAD ONLY)
es ee ee a D Oat ke TK CENTRAL, LONSTUDNAL FOR TEER DELK OG TYPICAL BASE DETAIL
ae pessEe = 50 X 2 SHS CROSS BEAMS @ 400 CRS SCALE 1:100

WITH 3mm AL. PLATE DECK
145

| orn, :
_A 4 )
12mm SS PI Y

if \
19 ©) IN. 3 a:
t NL? === — 1
: N

 

 

 

 

 

 

 

fr” HINGE TUBES

 

 

 

 

 

 

 

 

 

 

Q X 6 FLAT BAR WELDED TO

 

 

 

 

 

 

 

 

 

 

 

 

 

“4 be 5 HINGE TUBE & CATWALK END
‘ip es see ULL BAR
a=) a 75" \ 79 CHANNEL PIANO HINGE DETAIL
~ SCALE 1:5
THE MARINA SPECIALIST

CUENT: Gory CoRP M2 NOOSA Avery] TME STANDARD CATWALK CONSTRUCTION \
TRADING. AS ACN 010633119 2 INDUSTRIAL AVE Sardne x 051 0 22 oT o(¥) Quansy pe
RALS — JSP-002 THE CALOUNDRA Car {OP ts

(i LE
DECKING NOTES
BLE & NoITS ALTERED e QLD, AUSTRALIA 4551 | Trove 1, 5 Gardner Close, ilton 4064 NQOSA _HEAOS IG NO:
vee orn, Sz, Ge Se pep PHONE (07)8492 $825 | [PS 388 Tommy 108 En PROJECT: STANDARD DRAWING peras rea es 3/03_| JSP—GW—006
B IONS. FAX (07) 5492 6699 _ RREQ. i DRAWN A3
REQ SsPEGtaALIST ‘ - NHW P MLIMETERS J J}

 

 

 

 

 

 

   

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   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0048 16 APR 2019


[OCR of page images]
 

fe100+}

 

 

 

 

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80 X 1006 X 10 wasnert

100 X 12 BAR BOLTED TO
PONTOON FRAME WITH
SS BOLTS

M20

100 X 12 CLEAT

6mm PLATE GUSSET
TO BOTTOM CORNER
BOTH SIDES

COMMERCAIL 8 ROLLER BRACKET

r

t

|
ea "i t
Eo

SECTION A

80 X 100 X 10 WASHER

[’ BEHIND CENTER NUT

 

l-—150—~|

 

 

oe
&

 

an

je---7

 

FIXED WITH 16 Ml2 S.S BOLTS
SIZE TO SUIT PILE DIAMETER

S50 X 6 FLAT BAR FULLY.
WELDED INSIDE FRAME

    
   
   
 

 

o
LL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

as $.S BOLTS SECURING
ILE BRACKET TO
PONTOON FRAME TRACK

 

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

 

400

 

775

 

 

 

 

 

 

sen TREAD PLATE
OLTED ONTO FRAME

 

 

 

 

 

 

 

 

 

WITH [email protected] BOLTS

SP-209 FLAT BAR
SURROUND FRAME

NAP IN FENDER

 

 

 

 

 

 

 

300 ROLLED FRAME CORNERS

 

6mm AL. TREAD PLATE 7 ~
1 oO
~_ 4
,
: om Cc
a SECTION B
— SCALE 1:5
“PILE WALL

 

SIDE VIEW

HDPE. SLEEVE

  

 

 

 

 

 

 

 

 

 

 

 

 

NOTES:

* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.

 

 

OPW19/0048 16 APR 2019

NOOSA COUNCIL
APPROVED PLAN

 

 

* EXTRUDED ALUMINIUM TO BE GRADE 6351-T5 OR 6063.

* PLATE ALUMINIUM TO BE GRADE 5083.

* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS, 1665

* ALL WELDS SHALL BE 4 C.F.W. OR THE THICKNESS OF THE

THINNER MATERIAL.
* ALL BUTT WELOS TO BE FULL PENETRATION.

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

OF DURALAC OR
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 +1°
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

ULTIMATE LOAD CAPACITY = 65kN

Anis 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

 

 

 

 

 

 

 

 

 

 

 

 

THE MARINA SPECIALIST CHEN: BOSY CokP Fog Nos gvAYS] ME: PILE BRACKET CONSTRUCTION TO SUIT )
TRADING AS Gardno co: 051 074 902 ANALY
ON ACN 010633119 2 INDUSTRIAL AVE Carin (te Pt Lor (4) Qui PL 400¢ - 450¢ PILES & 8 ROLLER BRACKET
E hele O/OPEATA ROLLER BRACKET BOLTS. ADDED] ENG QLD, AUSTRALIA 4SS1 | lie 1, 5 rr Cs ton 42 ae NooSA HEADS SCALE: ATE: DRAWING. NO:
D 15/6/08 | WASHER, TO. CENTER BOLT ADDED oe rp PHONE (07)5492 5925 | |P.2- 86x 388, Toowong 4066 Emoii [email protected] | PROJECT: STANDARD DRAWING 110 1:5 26/6/07 _| JSP-SD-142
B 13008 DECK PLATE DETAILS CHANGED uSP FAX (07) 5492 6699 Ee On La R.P-E-Q. DATE: DRAWN | CHEGKED [DIMENSIONS ISSUE
Xno}_ DATE AMENDMENT iSSUE/ SP eo TA LST Cn bln \eez 21-10 ~05 SYSTEM 2006 MA ‘&. MILLIMETRES E A3)

 

 

 

 

 

 

 

 

 

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   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0048 16 APR 2019


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NOOSA COUNCIL
APPROVED PLAN
OPW19/0048 16 APR 2019

 

 

 

6 / N16 BARS

FULL LENGTH—\\

40mm COVER

R6 HELIX

@ 65 PITCH

315¢@ HUMES
UPVC FORMER \

we) .

GRADE N32
MASS CONCRETE |
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM |
BOTTOM OF PILES

 

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315@ DECK PILE
46kNm

6 / Ned BARS
FULL LENGTH
40mm COVER

R6 HELIX
@ 65 PITCH

315@ HUMES
UPVC FORMER \

wt

GRADE N32
MASS CONERE TESS
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM |
BOTTOM OF PILES

 

 

 

 

1 44
Jodha a

 

 

R6 HELIX. |

@ 65 PITCH “wi

R6 HELIX j |

@ 65 PITCH | ae

, 4000 HUMES a

3156 HUMES aa UPVC FORMER) “3 a

UPVC FORMER \ ji To

ao 6 / NeO BARS |i

wt FULL LENGTH | {jy i+4-

6 / N20 BARS [itt & 3 _/ N20 BARS jt

FULL LENGTH [ftEH TO 3m OF TOP \

& 3 / N20 BARS |i 40mm COVER |X--++7

t TO 2m OF TOP \iTt rh
eh 40mm COVER fiti pert anee
cee ie
wos a

GRADE N32. [HF GRADE N32 | ++tT7

MASS CONCRETE (7/71 MASS CONCRETE} i177)

TO BASE OF PILE “iti TO BASE OF PILE Wo7T!

Ht Lee

Heh coe

a ec

core c TE

qty] Le

REINFURCING TO EXTEND = |i REINFORCING TO EXTEND [i771}
TO WITHIN 300 FROM Ji TO WITHIN 300 FROM) ) 1)
BOTTOM OF PILES = ‘\Vyi BOTTOM OF PILES Nii

 

 

315¢@ PONTOON PILE

61kNm

 

 

 

 

 

 

 

 

 

 

 

315¢ PONTOON PILE
83kNm

400¢ PONTOON PILE

130kNm

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TRADING AS

THE MARINA SPECIALIST

ACN 010633119 2 INDUSTRIAL AVE

 

lat o (4) QUAMAZ PL

“ fooy Copp FoR Nooka tHEacd IME

315 & 400 DIAMETER REINFORCED
CONCRETE INSITU PILE CONSTRUCTION

>

 

 

 

 

 

 

ee QLD, AUSTRALIA 4551 NOOSA HEAOS a os PA 0/4/99 DRAWING NG:
PHONE (07)549: PROJECT: 7 JSP-SD-045 __-
is Jeet FAX & 2 0800 veiw’ DRAWN | CHECKED [DIMENSIONS ISSUE
RF SPE eT ACS T wa [AA | wauuerers C IAS)

 

 

 

 

 

 

 

 

Page 7

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   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0048 16 APR 2019


[OCR of page images]
 

RECTANGULAR PONTOONS

U SHAPED PONTOON

 

 

L SHAPED PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OF ALL BEAM
i= 8000 TO 15000 —s UNDER DECK MESH 25mm COVER TO EXPOSED SURFACES
500: fr F000 | 500 s00—f = 8000 TO 15000 = 500 sof 8000 TO 15000 ham "\
easseeeee--2;1 a8 J foros 22772 2="7-fS T Pua RB TS T I Ac
32335 83] 1 ¢| 28 fou 28 32
RS B30 8 i NS R°gz gu] ov gS 8 b 1-208 FRP REBAR IN BOTTOM
ceases seeesey ys | { Aaa ae rT 8 = 4b = SSS SSS | | iA | OF KL BEAMS 20 MIN, COVER
: A : L ; TYP BEAM DETAIL
So $000 TO 10000 4 LL we J L “| L 68 FRP UGS - 300 CRS-~ 120-1--| SCALE 1:20
500 500 000 To 15000 JSP-208 PERIMETER FRAME 89 FRP REBAR o_o FRE REBARS
| i a 500+] + L+-s00 TYPICAL TO ALL ‘PONTOONS 200 EACH WAY ANY JOINS
i hae | ge : BEAMS NOT REQURED FOR PONTOONS | oa wanes = =~ ae | ao, [sien
bane dLe? § USS WAY EDO LENGTH 83 £8 cat eR CRO | at | 3 aT
=== Se Bee APT ET aL. 380 - 400 i
pF § r STANDARD. FREEBOARD TH LT FRP US-300 |
| FOR FLAT me PONTOONS . _
->—— iron vo 15000 Shean STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS _ _ — .- . JWATER LINE LS Se eS
NOT TO SCALE
500-1 f spa “Lc? SEE SITE é& LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION re ee ea 50 TYP
| yer yh Tt SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY
anal ry == 3 1-208 FRP CORNER BAR] 1-208 FRP REBAR
4 1 Sa iJ 32 7 AT ANY BEAM INTERSECTIONS LAP ANY JOIN
bee ee te tte ep LS 3 TYPICAL 300 X 120 TRANSVERSE END 800mm NIN.
EE EE EES YF " FO BE INCLUDED IN ALL FLOAT PROVIDE 500 X 500 X 20¢ FRP CORNER NOTES:
A BOAT PONTOONS BARS TO ALL BEAM INTERSECTIONS All concrete work to comply with AS3600. All concrete to be 50 MPo.
i c
Cover to reinforcement to exposed surfaces to be 25mm minimum. a
Se SSS SS posse Reinforein My be minimum of 8mm FRP bars at ¢50mm centres in each
direction U.N.O. a
' 108 S.S BARS @ 200 CRS EACH SIDE OF RAMP LAPPING 400mm All 8¢ bar faps to be 320mm.
MAX DRY STORED BOAT DISPLACEMENTS \ PAST bec CPANSTERSE BARS aa ee ae All 209 bar laps to be 800mm.
PONTOON }PONTOON WIDTH |PONTOON WIDTH T 150 4! Zo
_~ 45, | 2mwnatiws . . “Ssit Fra t\ 47.2 ffs 2 2 LLU LL -lipo7 ee Le £4 All aluminium werk to comply with AST664. All welds to be Smm CFW.
LENGTH | 3.5m — 4.5m Sm MINIMUM L E t ———— SSeS PT{L LILI” All butt welds to be full poretraton. Aluminium to be grade 6351-15.
15m 3.5t at \ \ Surface Promise a with concrete to be coated with zinc
14m 3.25t 2,75t IsP~208 { | FLOAT A BOAT! RAMP FORMED INTO PONTOON DECK gt Fabrication tolerance + Smm.
FOR PONTOON SIDES WHERE ANY PILE | M oN rch All bolts and fittings to be 304 or 316 stainless steel,
{2m 3.0 2.5t____¢ | BRACKETS, ACCESSORIES AND OR PONTOON «= by | ty 89 FRE|REBAR 200mm CRS Rt pr
10m 2,75t 2.34 KOE” CONNECTIONS ARE REQUIRED x rect Flotation to comprise of grade SL expanded polystyrene feam with
¥ r approved protective coating. The approved protective coating for the 2
9m 2.4t ee? | | PA 4 / 86 FRP REBAR pontoon will form an impervious barrier to water & marine organisms; and
8m 2.0t_ nl 1.8t NOOSA COUNCIL 1) aft = PLAN VIEW is suitable for the marine environment. *
l \
7m 18t_* 1.5t APPROVED PLAN i Pontoons vith Float-A~Boat ramps to have dry stored boat fully winched
6m 1,5t 1.3t ©PW19/0048 16 APR 2019 |i! (CO ee SE SS Pe onto pontoon with 1m clear at rear,
Sm 1.0t 0.9t v | j bit pontoon facility has been —o to comply = = inl :
l Australian Standards. The pontoon will be stable at all times. The pontoon
has beer designed so that when the specified stobility live load is
7 u ee St 8 = distributed pees half the width of the pantoon and over the walkway; there
2080 7-770 STANDARD OVERALL FLOAT A BOAT RAMP OPTION is not less than 75mm of reserve a ae =a fn of the
pontoon does not emerge from the water, and the angle o will not
450 STANDARD FREEBOARD exceed 15.
“1 1780 ral FAB PONTOONS SCALE 1:50 OORING C E
150 \Ghee MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo. (Structural & floatation
1 L 4 sae sae
E RAMP. - I F ; = es =i = — —— 1.5 kPa Sue unrestricted access) s
ei 2.0 kPa (Stability restricted access)
WATER LINE | ede ee ek fe ee ee tl. TSS TR oan owing ol
FOAM FLOTATION. UNI PONTOONS SUITABLE FOR PROTECTED SITES ONLY, Zz
FOAM FLOTATION. UNIT pao DEPTH Tt T MAXIMUM. WAVE. HEIGHT: 300mm: 2
RAMP END VIEW FRONT ELEVATION WAXIMU YN VELOCITY: 41. m/s 2
THE MARINA SPECIALIST sunshine coast office) (CUENT: Zoo Co2P Fae NooSA Hf 40S] MME PONTOON CONSTRUCTION DETAILS ¥
Tone ASN OIOSSSIIS 2 NOUSTRA. AE FMPLRE eet wot o (4) QUAMEY PL FRP CONCRETE. REINFORCING
tae QLO. AUSTRALIA 4551 ENGINEERING PO Bor OL Movlacabe Oh 4357 Noosa — HeAdS SCALE: DATE: DRAWING
ee PHONE 5492 5925 AGH 112761510 ABR 21112761810 a EZ 7 PROJECT: STANDARD DRAWING AS SHOWN 28/7/16 JSP—SD~212
B [2i/t1/1 ML Us FAX & 5492 6699 | |C OTF XZ Peo, lap) DRAWN | CHECKED [DMENSIONS E A3
0] DATE AMENDMENT Issu sPEcTrALI Ss T MA B J)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2-89 FRP REBARS IN TOP

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK
8 FRP REBAR 200mm CRS EACH WAY