Dennis - Plans · OPW13/0583

Page 2

 

STANDARD PIANO HINGE BRACKET FIXED

TO FACE OF CONCRETE WITH 4 / M16 S.S
BOLTS CAST OR CHEMSET INTO -
NEW CONCRETE FILLING IN STAIR RECESS , PES

 

 

 

 

 

 

 

 

APPROX. FINISHED R.L 2.20m BN ee
PILE 236m)
14100 CaTWary
L ———
r
8 ieee,
y I]
i_ | SE - HAT R.L 0.68m
be BO MHWS R.L 0.36m
se ee AHD RL. 0.0
ee . ee Rae
existing ESE 7 MBMSy ffs 20.25m
REVETMENT LAT R.L. -0.42m
WALL
Z
ao
>
9315 B3kNm_-~ Ba%
R.C INSITU PILES 2u°
Gon
Zi
Zan
Ook
52°
5
THE MARINA SPECIALIST parane CLIENT: FF DENNIS TE: — ELEVATION )
TRADING #S———ACN 010833119 2 INDUSTRIAL AE Gen een ABN: 57’ 051 (0784982, LOT 24 (49) WYUNA DVE -
7 ai als asst | fea ace ge Po yon st a —_ mE
Pepe PHONE (07)5492 5925 Locked fg 05 Forltude Volley Qld 4006, Email: [email protected]) | PROJECT: PROPOSED PONTOON & CATWALK JSP-SJ- 25801
FAX (07) 5492 6699 CHECKED: mA in R.P.E.Q. DATE: Lo DI SSUES a
{REY DATE AMENDMENT REQD) SPECGCTALIST ee Ay Jo6 7 |24 3-13 KG A3)

 

 

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=aS(anl ECERMIACATIOW BY ones )
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Page 3

 

DATE PLOTTED: 15 May 2013 3:03 PM BY : JOSEPH MENKENS (SUNSHINE COAST)

NACADI204161-S001.dwo

 

     
   
  
   

 
   
  
 

  
  
  
    
  
      

   
 
       

eee jeune, \ \ , por \
r 3 roo4 \
f & \
Z \ Concrete Plat \ poof F j +
CaN Zhy Flook oncre: O.iKick } / / ANTI SLIP GROOVES, 40w x 20d AT 150crs.
f ap orachang, 350_thic Cone Wy / 7 CHEVRON PATTEN ABQUT SLAB CENTRELINE.
7 © ‘ Oo / / \ ‘ ‘
fern wa — i ja ,
oh = \ 3 /
Vos = Gon a Wi
NEW DRIVEWAY/PAVING BY

OTHERS.

 

 

 

 

 

  
  
 
 
  

 

 

 

 

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I
—
0d x rte EDGE THCREING \ 1 2.00
4 \
a . ig | \ \ \
PROPOSED BOAT RAMP %
Block Wall
NEW BLOCKWORK PROPERTY _
SITE PLAN BOUNDARY FENCE BY OTHERS. Ink Mark on ny 1 a Ke
——_—_—— DI 2978
SCALE @ A11200
SCALE @ A3 1400 BOAT RAMP PLAN
DANLEY 'RIP-A-STRIP’ CAPPING OR
. SCALE @ At 150
REMOVEABLE BLOCK TYPE CAP!
PROVIDE ADDITIONAL BAR CHAIRS TO SLAB St FO = ee SCALE @ A3 1100
MESH TO PREVENT MOVEMENT OF DOWELS : 8.00 7 8.00 200
CAUSED BY TRAMPLING. ALTERNATIVELY, LONGITUDINAL MESH WIRES oo!
CUT MESH TO CLEAR OOWELS. MUST BE PARALLEL TO JOINT \ EXISTING SURFACE LEVEL.
MESHASSPECFIED. = rststact: ke OO OTT [ 40mm SIKAFLEX JOINT SEALANT, WITH
aa ‘150mm THICK CONCRETE SLAB, WITH 12-450 SS. (316L GRADE] DOWEL BARS,
3 REVETMENT WALL SL92 MESH, PLACED CENTRALLY. 300mm EACH WAY.
* te NEW DRIVEWAY/PAVING RL 0.916 GRADE 60/20 EXPOSURE. (80mm
= | BY OTHERS. —~ SLUMP & 20mm AGG, SIZE.] TYPICAL.
= a 450mm THICK CONCRETE SLAB, WITH con
= SL92 MESH, PLACED CENTRALLY. - 86
GRADE 40/20 EXPOSURE. (80mm : . me MHWST 0.350 y
"DANLEY' 16mm x 400 LONG H.0.G. eae ase AGG. SIZE)TYPICAL, A SSS
PROVIDE 200 LONG ‘DANLEY' SQUARE DOWELS AT 450 CRS ~~ ne =——-
DOWELMASTER RECTANGULAR ay Gaaeeaivervvony EXISTING REVETHET WA een
SLEEVES TO DOWELS. FIX FREE 600d x 150w EDGE
END WITH STAKE & WEDGE. ‘All ‘Danley’ proprietary items to be SECTION LA» THICKENING 150mm THICK PRE-CAST CONCRETE SLAB,

installed in strict accordance with WITH SL92 MESH, PLACED CENTRALLY.

manufacturers specifications. GRADE 40/20 EXPOSURE. (80mm SLUNP &

‘Danley’ code: KJ/0N150/16/200 20mm AGG. SIZE.) TYPICAL.

TYPICAL DANLEY 'DOWELMASTER’ &
KEY_JOINT DETAIL ‘DMKJ"

 

 

 

 

 

 

 

    

 

 

 

 

 

 

   
 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

XREF’s: X-204161-SURVEY; X-TITLE BORDER; X-ARCH

CAD FILE: P\204100 misc\204161 49 wyune drive,

 

10 at At 2.06
420 at A
_— 150mm THICK CONCRETE SLAB, WITH SL9Z
@ @ w MESH, PLACED CENTRALLY.
S.: S GRADE 40/20 EXPOSURE. (80mm SLUMP &
5 2g SIDES SHALL BE TAPERED TO PREVENT
258 lt Biche SPALLING ON REMOVAL OF FORMS.
Soa
Sol 4 {30 15x15 FLEXIBLE SEALANT. g =
3
{0mm x 150 SQUARE HOT DIP s
GALVANISED "DANLEY™ DIAMOND SECTION a
WRePAPAie L DOWELS AT 450 CRS. INSTALLED IN erate at - a
\ ACCORDANCE WITH MANUF. SPEC. _
To JOINT. ANTI SLIP GROOVES
v SCALE #40 - Al
—--—-—— = of it] - 2.86 SCALE 120 - AJ
" —— 150mm THICK CONCRETE SLAB, WITH SL9Z
aaa -_ di MESH, PLACED CENTRALLY.
- 3 GRADE 40/20 EXPOSURE. [80mm SLUMP &
20mm AGG. SIZE.} TYPICAL.
NON COMPRESSIBLE "DANLEY™ SLAB AS SPECIFIED. GENERAL NOTES (MARINE EXPOSURE)
DIAMOND DOWEL SLEEVES AT 0.2mm VAPOUR BARRIER OVER IZ 1 CONCRETE N&O/20, 60mm SLUMP.
450 CRS, CENTRALLY LOCATED. COMPACTED CBR&S BASE COURSE. LAPS, SLAB 225mm, WALL & FOOTING SOOMM,
COVER, SLAB S5mm, FOOTINGS 65mm, WALL 65MM.
TYPICAL DIAMOND DOWEL JOINT SECTION
SCALE 120- AI
DETAIL (ODJ Sale aha
SCALE 1:10 - At
SCALE 120 - A3
Primencens [GRANT DENNIS
© Cardno Limited Af Rights Reserved. Cardno’ w= Date
‘This document is produced by Cardino Limited solely Shaping the ‘A. RECKENTIN _|49 WYUNA DRIVE, NOOSAVILLE Status WORK IN PROGRESS
for the benef of aed use by the cet in accordance ey ne vas a = Designed Dae | STRUCTURAL WORKS FOR DESIGN DEVELOPMENT PURPOSES ONLY
‘with the terms of the retainer. Cardno Limited does not ‘Cando (Q) A. RECKENTIN 7
‘and shall not assume any responsibilty or lability ‘Sunshine Coast Office aiken aa PROPOSED BOAT RAMP pa 2 Pe aon igs — haa Fi
‘whatsoever to any third party arising out of any use or Level 1, @ Maud Street, Maroochydore, Qld 4558 6. TAMBLYN 7 Y 05.
74052013 | FORAPPROVAL ISSUE im, | AR_| GGT. fellance by third party on the conters of ia = Email: sega ae fae wore cardinicomaut approved Dare | non an
ao Deamon Bex vere LAped : ; wm SEE FORM 15 ‘JBOAT RAMP LAYOUT, SECTION & DETAILS "304161-S001

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

TOP CHORD / HANDRAILS

UPRIGHTS & DIAGONALS

‘1370
EXTERNAL

1210

| INTERNAL ; |

JSP-203

 

SECTION A STANDARD SIDE PROFILES p= at
TYPICAL ALL CATWALKS'’ . SCALE 1:100 2
SCALE 1:25 a
3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm

 

JSP—202

  
   
  
 

OPTIONAL

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

JSP-201

 

 

 

 

 

 

-+-—_——7(}

OPTIONAL FOR MARINAS.
JSP-202 RHS SERVICES.

BRACKET WELDED UNDER CROSS FOR

840°

L NOTE:
|. FOR 4kPa LOADING TO CATWALK

60 X 40 x 2 RHS LONGITUDINALS
WELDED BETWEEN ALL CROSS MEMBERS

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

lb | 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 . ,

 

USE JSP-006 RHS BOTTOM CHORD / BASE RAILS.

CATWALKS WITH TIMBER DECKING

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

A.

     

000'r

3 UPRIGHT. |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BEAMS © 1800 CRS __ ONLY
3
OES: | “WAXIMUM CATWALK LENGTHS
+ AL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 3 UPRIGHTS 7.5m 6.5m 6.0m 5.0m
Morte aaa 5 UPRIGHTS 11m 10.0m om 8.5m
* AL ALUMNUM SECTIONS TO BE GRADE. 635115. 7_UPRIGHTS 43m 12.2m_|_14.5m 10.5m
Oa CHANG © UP TO tomm $0.1 [9 UPRIGHTS | 15m 13.9m_|_12.5m 5m] |
> 1070 100mm 402 TT UPRIGHTS 17m 16.0m | 14.5m 73.0m_ | 3S
ALL ANGLES 47° .

* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN LOW WATER.
* REMOVE ALL SHARP CORNERS,

BURRS & WELD SPATTER.
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

   
 
  
 

12mm SS P.

 

 

 

 

ROLLER DETAIL

SCALE 1:5

 
  

50 X 2 SHS @ EACH UPRIGHT & AT 1/3 X
(UPRIGHT SPACING), WITH 600 CRS MAX.
OR 400 CRS WITH 3mm OR 4mm PLATE

 
 
   

  
  

 

es

JSP—206 PIANO HINGE TUBES WELDED TO CATWALK END
LENGTH AND SPACING TO SUIT STANDARD PIANOH HING
SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 90 TUBE

“lise

  

PICAL BASE DETAIL

SCALE 1:100

re HINGE TUBES

   

0 X 6 FLAT BAR WELDED TO
HINGE TUBE & CATWALK END

 

 

 

 

 

Ge

  
  
  
   

 

 
  
     
 

 

 

 

 

 

 

 

 

BAR
970 NYLON ROLLER TO CHANNEL
SIDE OF CATWALK. ° PIANO HINGE DETAIL
- . SCALE 1:5 :
THE MARINA. SPECIALIST Gardno CUE: FE DEANS rms: STANDARD CATWALK CONSTRUCTION
THM 6 AON 010855119 2, NDUSTRAL AVE pe eerie fo ost oe (st 24.(¥a) Mune on
| TABLE & NOTES ALTERED ENG . QLD, AUSTRALIA 4551 Level 1, 5 Gordner Close, Miton 4064 Fax (07) 3369 9722 NQOSeviTie SCALE: DATE: DRAWING NO:
o MBER DECKING SIZE GHANGED se ae PHONE (07)5492 8925 | {P0. Bo 588, Toowong 4065 Ema: [email protected] |-PROJECT: STANDARD DRAWING AS SHOWN 12/3/03 | JSP—GW-006
& S_CHANGED NSP. FAX (07) 5492 6699 Ree DATE: DRAWN | CHEGKED |OIMENSIONS ISSUE —_ A3
AMENDMENT E SP ECTALIST 1067 — |24J9.907 NHW MILLIMETERS E J}

 

 

 

Page 5

 

 

P25

 

 

 

 

 

 

 

 

 

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

  

F ‘
- M20 S.S BOLTS SECURED\ |
INTO PONTOON FRAME TRCK

a
I

= ald

 

 

 

 

 

 

 

SECTION A
JSP-208 PONTOON
FRAME

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

 

 

 

750

 

 

 

 

 

 

6mm PLATE GUSSET X
TO BOTTOM CORNER
\

 

BOTH SIDES
@
20mm
CLEARANCE: \
TO PILE \
Kx

 
 

t
PROJECTED Ye—

FRAME CORNER +t
ale

 

 

(CY
X=? CONNECTION WITH
4 M20 SS BOLT

 

36
00

7 00-

 

 

 

50 X 6 PLATE LUGS WELDED
/ TOP EDGE OF FRAME 70 FIX

 

Mi2 S.S BOLTS TO EACH LUG

[-—~~_JSP-209 FLAT BAR
SURRBUND FRAME

 

|
ib

NAP IN FENDER

300 ROLLED FRAME CORNERS
PLAN VIEW

 

 

SIDE VIEW

DVERLAPPED BOLTED

THROUGH BOTH BARS
& INTO PONTGON FRAME

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

TO

6mm AL. TREAD PLATE INFILL WITH

SECTION B

100 X 70¢ NYLON ROLLER
IN 128 X 63 X 8/6 CHANNEL
1e¢ SS PI

 

 

 

 

 

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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 é& 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

 

 

Doo

 

    

 

THE MARINA SPECIALIST

Cardne@ xn: 05: 074 992

cuENT: FE HENNIS JME: PILE BRACKET CONSTRUCTION

TO SUIT 3156 — 3500 PILES

 

 

 

 

 

 

 

 

 

 

TRADING AS ACN 010633119 2-INBUSTRIAL AVE cot 24 (49) WYUNE df
oa GL AUSTRALA 4551 ne ruins Ph (07) 8369 922 a) " ; : :
6/6/08 | BLOCKS REPLACED BY ROLLERS JSP “. uh ee at ae ieee Fox (07) 3369 9722 - SCALE: aa wi DRAWING NO:
3474/00] BOLTED CONNECTIONS ADDED “BP Ee PHONE (07)5492 5925 } [Po Pox Se ence at curdnobeoene.comed | PROVECT: STANDARD DRAWING 1:5 /9/05__| JSP=SD-102
18/1 706|FRAME STRETCHED & PILE MOVED 75mm | JSP FAX. (07) 5492 6699 HOD AE oF . DATE: DRAIN] CHECKED TomnSions a AD
DATE AMENDMENT 1SSU speectAti st N67  \2F- 6-8 SYSTEM 2006 MA MILLIMETRES D AJ)

 

 

 

 

 

 

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R6 HELIX. |i

6 / N20 BARS _ —— @ 65 PITCH “Wi

FULL LENGTH mr R6 HELIX ae td |

FULL LENGTH fo 40mm COVER NIC @ 65 PITCH i a

40mm COVER No Ty ime 4008 HUMES |i

ae ht 1 UPVC FORMER «| fi

eI R6 HELIX itd 315¢ HUMES i “

R6 HELIX my @ 65 PITCH Nit) UPVC FORMER” \jE-4~-j ao

@ 65 PITCH er cc ae 6 / Neo BARS |i

ri 44 +4 FULL LENGTH [iv it.

re 315¢ HUMES 1 6 / N20 BARS [iti & 3 / N20 BARS fit

315¢ HUMES 4 UPVC FORMER N\Q|iv 4 FULL LENGTH = [ith TO 3m OF TOP \ti

UPVC FORMER’ Nicf- + & 3 / N20 BARS |ie+i 40mm COVER NH

tor a TO 2m OF Top \ +h tT

<d ae 40mm COVER iri) Koo

ro 4 ce cee

it +7 oat Let

GRADE N32 [fv GRADE N32. f-47 GRADE N32 | H+ GRADE N32. | HIT

MASS CONCRETE J (+ MASS CONCRETE ||"! MASS CUNCRETE [i171 MASS CONCRETE | F111

TO BASE OF PILE \-)7 TO BASE OF PILE ‘ivi TO BASE OF PILE “Nitti TO BASE OF PILE Witt

oe <4 ant +01

a etd baedety EET |

Laden 4 4444 +h 4

a4 oo ot 4-4-44 1 ba Tt

I I at ai

ae oI ch Hit

REINFORCING TO EXTEND |i--- REINFORCING TO EXTEND |f-+-]] REINFORCING TO EXTEND [it+47) REINFORCING TO EXTEND {fT 1}

TO WITHIN 300 FROM “TI TO WITHIN 300 FROM jf TO WITHIN 300 FROM Vity i TO WITHIN 300 FROM) VL

BOTTOM OF PILES NIG BOTTOM OF PILES ‘i_i-4 BOTTOM OF PILES “ELH BOTTOM OF PILES Nii
315@ DECK PILE 3156 PONTOON PILE 3156 PONTOON PILE 400¢ PONTOON PILE

46kNm 61kNm 83kNm 130kNm

 

 

 

THE MARINA SPECIALIST CLENT: FF Deaipl\s TE 315 & 400 DIAMETER REINFORCED
Tone 9s ACN OTDESSTT 2, MAST. AE wT 2¥ (yd) WIANH 2e CONCRETE INSITU PILE CONSTRUCTION
Neos 4 reg SCALE: DRAWING NO:

 

 

 

 

 

 

 

DATE:
QUECT: 1:25 20/4/99 | JSP-SD-045_ -
PROMEC STANDARD DRAWING DRAWN CH ED mee L NSSUE
WA ‘aah MILLIMETERS C IA3/

 

 

 

 

 

 

 

 

 

Page 7

 

RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON 2-N12_ BARS IN TOP = eal sign

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 
   
 
 

 
 

 

   
     

 

 

        
 

 

OF ALL BEAM
so0-—[ == 8000 10.1500 ——=-1_ sop soo [= 8000 TO 15000 soo [a= 8000 T0 15000 UNDER DECK MESH COVER TO EXPOSED SURFACES
ps C= i cE =[b+00
waa see2552=2 ae 8 [ores = fe opeenenee be a |
2853" 22) | 1 | 882 gy] y Ne 28 83
esesee===5=2f7 | it bo pssssees FT i ho paeeeasesost Gt | Peantkorein
T 8000 TO 10000 i | LL _ L “| LL R6 LCS - 300 RS” , TYP a DETAIL
8000 TO 15000
| ! 500—-{ JSP-208 PERIMETER FRAME,
paw } 3 NOTE: TH Po xl TYPICAL TO ALL PONTOONS =a fae sms
i i! 28 ‘ BEAMS NOT REQUIRED FOR PONTOONS ; ee T | =o 450mm MIN.
bLo----sL--~=—4] 8 LESS THAN 8000 IN LENGTH 33 28 RIGHT HANG l é A |
rT { poe Hecate ea= f? 82 sab a — == =
t 380 STANDARD FREEBOARD ‘ip
u | FOR FLAT DECK PONTOONS LL.
10100 To 15000 —————~} STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS | one 25
EQUAL NOT TO SCALE | j-  - -- - LORE ye a= =
500-1 [FsPacine 7 = 80 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 25mm THICKENING AL UGS-300
ALONG
T | ] | ly t SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB TP
rosea == 8 ; MESH STRIP UNDER ANCHOR WEB
i 1 4 n| 28 4 UP anyone
Le eet tt --id TF 3 950mm MIN.
NOTES:
= | aot, work to comply ane ee Mi coneres | to be 50 MPa.
eee Sh pe rt forceme! expt faces e im minimum.
r Reinforeing to be minimum of Smm bors ct 100mm centres in each
| TYPICAL 300 X 120 TRANSVERSE END Girection UNO,
MAX DRY STORED BOAT DISPLACEMENTS i I EAM TO BE INCLUDED IN ALL FLOAT All joins in mesh to have min. lap of 1 mesh square + 25mm.
CoE ee ae oe aaa iP-20e cy, aa . ze All oluminium work to comply with AS1664, All welds to be Smm CFW
= i] ~/_ ~~~ lL —~-~-— —- ~~ ===>, === -|- -----4 aluminium wot comply wi . All welds .
LENGTH | 3.5m - 4.5m 3m MINIMUM FOR em ste ee it PILE \ eS SS IL LLL All butt welds to be full penetration. Aluminium to. be on 6351-15.
15m 3.5t 2.9t CONNECTIONS ARE REQUIRED | ; FLOAT A BOAT) RAMP FORMED INTO PONTOON DECK orotate ¢ eaten ct with concrele to be wih ane
tm oe zis if! 8 3 Ai hatte and fetngs to be 304 or 316 stcinless steel
12m 3.0t 25t 1 an ings or stainless .
itp
10m 2.75t 2.3t 2 i + 1 xf me { Flotation to comprise of grade SL expanded polystyrene foam with
9m 2.At 241t \ 4 12-50 + = approved protective coating. The approved protective coating for the
7 OO ise v \ t | ~ ~ pontoon rio the an impervious rm to water & marine organisms; and
~ 2 pontor mperviou wl
in 20 gt L | PLAN VIEW is suitabl marine environmen
mm u cl § {_———__ Le Pitot LL Le Pontoons with Floct-A—Boat ramps to have dry stored boat fully winched
6m 1.5t 1.3t — 7 eS SaaS SY onto pontoon with im clear at rear.
om 41.0t 0.9 VAY BE USED FOR PONTOON SIDES ONY | |! This pontoon facility has been designed to comply with all relevant
REQUIRING FENDERING TO BE ATTACHED | Australian Stondards. The pontoon will be stable at all times. The pontoon
{ has been designed so that when the specified stability five load is
 _ __ — — - — ~|_ - ~-- - > ~~ 5 = 5 eee 4 a a of the pontoon and over the seg there
is ni an m teserve freeboard; bottom comer
- 770 STANDARD OVERALL FLOAT A BOAT RAMP OPTION pontoon a not emerge from the water, and the angle of tit will not
450 STANDARD FREEBOARD SCALE 1:50 exceed 15.
[ \ —e MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation)
= EES 1.5 kPa (Stobility unrestricted access)
waTeR UNE} 0 | | DRESS Pde - | 2 a ee 7 2.0 kPa (Stability restricted access)
FOAM FLOTATION UNIT pau FOAM FLOTATION UNIT SE an SITES ONLY.
DEPTH Vl : 300mm.
RAMP END VIEW FRONT ELEVATION WANMAA Wi WELOGTY: 41 oe
THE MARINA SPECIALIST cue: FF DEANS MME: PONTOON CONSTRUCTION DETAILS
TRADING AS ACN 010633119 2 INDUSTRIAL AVE Lot 24049) WYUNA aK
CALOUNDRA
ji ; a OLD. AUSTRALA 4551 Fox (0) 3060 9722 Mesa ee SCALE Te :
Q en STABLITY NOTES, ADDED aca cans ag baa PHONE (07)5492 5925 Emma [email protected] | PROVECT: STANDARD DRAWING AS SHOWN 31/8/05_| JSP-SD-100
1 Ea BS use. FAX (07) 5492 6699 DRAWN | CHECKED [OMENSIONS
DATE ‘AMENDMENT SPEGTALIST MA D A3)