Approved Plans · OPW13/0583

Page 2

SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW       13/0583   20 Nov 2013


[OCR of page images]
 

STANDARD PIANO HINGE BRACKET FIXED

TO FACE OF CONCRETE WITH 4 / M16 S.S ee een
BOLTS CAST OR CHEMSET INTO - — — oe "\
NEW CONCRETE FILLING IN STAIR RECESS » RESIGN GB CERMIACATION BY OM Es
APPROX. FINISHED R.L 2.20m eatin

“Nee

 

 

PILE 236m)

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LL, ————— .
r
nn |
16
| tS
2 | Soe oe . _ ae os . : “HAT R.L 0.68m
/-—1 150: bee MHWS R.L 0.36m
AHD R.L. 0.0
~ “LEVEL DATUM
EXISTING » -MLWS R.L. -0.25m
REVETMENT LAT R.L. —0.42m
WALL
&
go,
9315 B3kNm_-~ Ba%
R.C INSITU PILES Qy°
Bou
zl
Zan
ou
§2°
"
SUNSHINE COAST REGIONAL COUNCIL |
APPROVED
OPW 13/0583 20 Nov 2012
THE MARINA SPECIALIST CUENT: FF DENNIS TME: — ELEVATION
— ACN 010833119 2, NOUSTRL INE Cc erd FO ssn: 57 051 074 992 LOT 24 (49) WYUNA DVE =. )
wr cub. AIST 4551 | ine Jam eg SFG ee 12 = WG
Pepe PHONE (07)5492 5925 | [lacked Boy 4006, Fortitude Volley Old 4006. Email: [email protected] | PROJECT: PROPOSED PONTOON & CATWALK JSP—SJ- 25801
Fax (07) 482 oan | [CHECKED: a= RPE, DATE: D se
(REV DATE AMENDMENT my SPEGrRAtLItS T en Ce 4A—| 166 7S 24-15 AS A3)

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

                         3.6




SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW       13/0583   20 Nov 2013


[OCR of page images]
 

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

NACADI204161-S001.dwo

 

     
   
  
   

 
   
  
 

  
  
  
    
  
      

   
 
       

st jeuvey \ , , por :
vr 3 3 tof \
| \ > £ i \
\ ; s
ZN ZhY Flook Concrete ae ; / / ANTI SLIP GROOVES, 40w x 20d AT 150crs.
ap orachang, 350. thic Cone Wy / 7 CHEVRON PATTEN ABQUT SLAB CENTRELINE.
7 v ‘ O / 7 1 1 \
fern wa — i ja ,
ma ac \ sg f
od = Gon a Lio
NEW DRIVEWAY/PAVING BY

OTHERS.

 

 

 

 

 

 

 

 

  
  
 
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
   
   
 
 
 

 

   
  
  
 

    
 

 

 

    
  
   
  

      
  

  
  

 

 
  
  
   
  

 

 

 

 

 

ie We
"
'
ut -
- —
+
0d x rte EOGE THCREING \ 1 2.00
1 \
a . ig | \ \ \
PROPOSED BOAT RAMP o
Block Wall
NEW BLOCKWORK PROPERTY __
SITE PLAN BOUNDARY FENCE BY OTHERS. Ink Mark on ny 1 i Ke
——_—_—— DI 2978
SCALE @ A1 1200
SCALE @ A3 1400 BOAT RAMP PLAN
DANLEY ‘RIP-A-STRIP" CAPPING OR
- SCALE @ At 150
REMOVEABLE BLOCK TYPI
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.
MESHASSPECRIED. = rststact: ke OO OTT [ 40mm SIKAFLEX JOINT SEALANT, WITH
SLAB RL. Lite 450mm THICK CONCRETE SLAB, WITH 12-450 §S, (3161, 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 Te
"=n 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 180w 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"

 

 

 

 

 

 

 

    

 

 

 

 

‘E10 at AT 2.06
4:20 at AZ
-— 150mm THICK CONCRETE SLAB, WITH SL9Z
= @ w MESH, PLACED CENTRALLY.
= = . (801

= gS ° eA mm SLUMP & SIDES SHALL BE TAPERED TO PREVENT
282 ~ SPALLING ON REMOVAL OF FORMS.
SoS
Sol 4 {30 15x15 FLEXIBLE SEALANT. a

 

 

 

SUNSHINE COAST REGIONAL COUNCIL

 

| 0.60
—

 

10mm x 150 SQUARE HOT DIP SECTION (B lI a
GALVANISED "DANLEY™ DIAMOND a
LONGITUDINAL “\ DOWELS AT 650 CRS, INSTALLED IN 0.15 Sac AS Ye

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

WIRE PARALLEL ACCORDANCE WITH MANUF. SPEC. H
Ta Ja. ANTI SLIP GROOVES APPROVED
v SCALE 110 - At
aL SSS = of it] - 2.86 SCALE 1:20 ~ A
" _—— 150mm THICK CONCRETE SLAB, WITH SL9Z OPW 13/0583 20 Nov 2012
—" = a MESH, PLACED CENTRALLY.
s 3 GRADE 60/20 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 IE 1 CONCRETE N&0/20, 80mm SLUMP.
450 CRS, CENTRALLY LOCATED. COMPACTED CBR4S BASE COURSE. 2 LAPS, SLAB 225mm, WALL & FOOTING 500MM.
COVER, SLAB S5mm, FOOTINGS 65mm, WALL 65MM.

 

 

 

 

TYPICAL DIAMOND DOWEL JOINT SECTION
ET AEC ©

SCALE 1:10 - At

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

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

 

 

 

 

 

 

 

 

 

 

SCALE 1:20 - AZ
PPimenkens "GRANT DENNIS
© Carino Limited At Rights Reserved. Cardno’ j= Date
‘This document is produced by Cardino Limited solely Shaping the ‘A. RECKENTIN _|49 WYUNA DRIVE, NOOSAVILLE Status WORK IN PROGRESS
for the benefit of and use by the cfert in accordance ey area a Designed, Date] STRUCTURAL WORKS FOR DESIGN DEVELOPMENT PURPOSES ONLY
‘with the terms of the retainer. Cardno Limited does not ‘Carino (Qh A. RE( IN d
ase atatnetaseune ry reoponedzMy or lnbiy ‘Sunshine Coast Office aiken {CKENTI 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, Old 4558 6. TAMBLYN 7 Y .05.
14.05.2013 | FORAPPROVAL ISSUE JM | AR_| GGT. penance by ted pas cathe SS ace ecame Email: as ike warwscandteccomau rapproved Date 4: non an
ao Deamon Bex vere LAped : ; ; SEE FORM 15 ‘JBOAT RAMP LAYOUT, SECTION & DETAILS "304161-S001

 

 

 

 

Page 4

SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW       13/0583   20 Nov 2013


[OCR of page images]
 

1370
: EXTERNAL
“  JSP--203 1210
TOP CHORD / HANDRAILS | INTERNAL |

 

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
UPRIGHTS & DIAGONALS

  
   
  
 

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

9 lb | EACH PLANK.
840 * FOR UNRESTRICTED ACCESS.(ALL SITUATIONS OTHER

L NOTE:
|. FOR 4kPa LOADING TO CATWALK

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

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

     

A.
\

000'r

THAN PRIVATE MARINA FACILITIES FOR 1 OR 2 BOATS)

AWE TIE=™®

3 UPRIGHT. |

 

USE 125 X 35 F17 CCA TREATED HARDWOOD PLANKS
OR 4mm AL PLATE . ,

 

USE JSP-006 RHS BOTTOM CHORD / BASE RAILS.

 

60 X 40 x 2 RHS LONGITUDINALS
WELDED BETWEEN ALL CROSS MEMBERS
FOR CATWALKS WITH TIMBER DECKING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BEAMS @ 1800 CRS _ ONLY
3

ORES: | “MAXIMUM CATWALK LENGTHS 3
yo. Fea MATERAL TO BE ALAND LIVE DECK LOAD{1.5 kPa 2kPa kPa 4kPa
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 3 UPRIGHTS 7.5m 6.5m 6.0m 5.0m
eee 5 UPRIGHTS 11m 10.0m am 8.5m EO ns
* ALL ALUMINUM SECTONS TO BE GRADE 6361—T5. Z_UPRIGHTS __| -13m 12.2m | 115m 10.5m

PHEREAVON ~ #20 MAGHANG ~ UP T0 10mm 20.1 [9 UPRIGHTS | 15m 13.9m_[-_12.5m ae Tj space

> 10.70 100nm 402 TT UPRIGHTS |_17m 16.0m_|_14.5m 13.0m_| &

 

 

 

 

ALL ANGLES 7°
* 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.

 
   

970 NYLON ROLLER TO
SIDE OF CATWALK.

 

SUNSHINE COAST REGIONAL COUNCIL
APPROVED

13/0583

ROLLER DETAIL

SCALE 1:5

oPpw 20 Nov 2012

 

 

 

(UPRIGHT SPACING), WITH 600 CRS MAX.
OR 400 CRS WITH 3mm OR 4mm PLATE

 

0 CHANNEL

 

 

  
  

es
/

BAR ey
PIANO HINGE DETAIL

  
 

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

/ fi TUBE
“lise
PICAL BASE DETAIL

SCALE 1:100

re HINGE TUBES

   

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

SCALE 1:5 |

 

 

 

 

 

THE MARINA. SPECIALIST

  
  

  
  
 

CLIENT: SAN
Gardno ww: o51 07 992 ( FF DENNIS

rms: STANDARD CATWALK CONSTRUCTION

 

 

     

    
 

 

mobs ACN 010833119 2 INDUSTRIAL AYE cesarean (st 24.( 4) bunt bn
E T/ TABLE & NOTES ALTERED ENG : QLD, AUSTRALA 4551 | |evel 1, 5 cardner Close, Miton 4054 Fox (07) 3369 9722 NGOS OVC SCALE: DATE: DRAWING NO: °
ep is ikea LODNG ADDED gp Ppa PHONE. (07)5492 5905 | |P2- Bo 58, Teorre AoE Eno cape@cardnocomad |-PROJECT: STANDARD DRAWING AS SHOWN | 12/3/03 _| JSP—GW-006
B RAIL_& HINGE SECTIONS CHANGED. NSP FAX (07) 5492 6699 Ree DATE: DRAWN | CHEGKED |OIMENSIONS ISSUE —_ A3
\Rey|_DA AMENDMENT cE Ss PpeECTALIST 1067 [email protected] NHW MILLIMETERS E J

 

 

 

 

 

 

 

 

 

 

Page 5

SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW       13/0583   20 Nov 2013


[OCR of page images]
 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

FRAME CORNER +t
ale

PLAN VIEW

B

Fe

es &

wy

=a uJ

3 ar. =|

Se lt tee SEI me e

5 | SECTION B =

"20 SS BOLTS SECURED\ s

INTO PONTOON FRAME TRCK 2

SECTION a

TION A JSP-208 PONTOON 100 X 706 NYLON ROLLER =

FRAME SIDE VIEW IN 128 X 63 X Oe ts oN =

" ez

=)

LJ

=

100 X 12 BAR BOLTED TD SUNSHINE COAST REGIO ; Z

M20 $.$ THREADED BAR NAL COUNCIL - ane =

PONTOON FRAME WITH 2 TAPPED & FULLY WELDED INTO = =

M20 S.S BOLTS 40 X 10 REINFORCING PLATE ILE WALL zB

780 : APPROVED é

a

|

. OPW 13/0583 20 Nov 2012 fA

2

- 3g

_ OF TS” e ort AY TH a
\ eu Se! — (a7 OVERLAPPED BOLTED O( B

193 NO, CONNECTION WITH Mitel gi

é ry 4 M20 S.S BOLT Th mI

! I L THROUGH BOTH BARS iy | &

i i 3 8 & INTO PONTOON FRAME nl t 3

>

6mm PLATE GUSSET \ 4 s | ° H 7
TO BOTTOM CORNERY |! | a S A 4 SINGLE ROLLER BRACKETS tH s
BOTH SIDES | J! 1 MY FIXED WITH 2 Ml2 ‘SS BOLTS z
1 | el e q|

f + 3

ca 20mm g / NN 50 X 6 PLATE LUGS WELDED 70 NOTES: g
CLEARAN TOP EDGE OF FRAME TO FIX + ALD 3
TO PILE ‘ \ Z 1 6mm AL. TREAD PLATE INFILL WITH ‘ AAT no BE CRADE peal ASIBEA. Ss
x X “ty y [email protected] BOLTS TO EACH LUG * ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 8

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

' 7 ’ _ * ALL BUTT WELDS TO BE FULL PENETRATION. BI

: ~_ {Oe ‘ Pe SURD FRAME * ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL. 5

PROJECTED Se + BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR Z
oO}

Zz

&

gS

ol

q

oO}

oO

2

8

3

a

w

g

=

2

ao

wn

x

~

ib

300

 

NAP IN FENDER

ROLLED FRAME CORNERS

 

 

 

 

 

 

 

 

 

 

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

 

 

    

 

 

 

 

 

 

 

 

THE MARINA SPECIALIST cuENT: FF DENNIS MME: — PILE BRACKET CONSTRUCTION
TRADING 010633: INDUSTRIAL AVE CSardn@ vw: 051 07 992 ‘ : Muy
‘S ACN 010633119 sesara take Pept Lot 24 (44) WYUNE 2 TO SUIT 3156 - 350¢ PILES
THE CALOUNDRA. (Qi) Py Ph (07) 3369 9822 NEO AVE LE.
Jp QLD. AUSTRAUIA 4551 | revel 1, 5 Gardner Close, Miton 4064 Fox (07) 3369 9722 = SCALE: DATE: DRAWING NO:
€ 1847 7 BLOCKS CONNECTIONS. ADDED JSP Ee PHONE (07)5492 5925 | [P:0-_Box 388, Toowong, OES. Email [email protected]) | PROVECT: STANDARD DRAWING 1:5 1/9/05 __| JSP-SD-102
8 118/1/06\FRAME STRETCHED é& PILE MOVED 75mm | JSP FAX (07) 5492 6699 OY Eb ee DATE: DRAWN | CHECKED [DIMENSIONS ISSUE A3
DATE AMENDMENT 1SSU Spe cCTALIS T 467  |2¢-6-A, SYSTEM 2006 MA MILLIMETRES D LJ)

 

 

 

 

 

 

 

 

 

 

Page 6

SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW       13/0583   20 Nov 2013


[OCR of page images]
 

 

 

SUNSHINE COAST REGIONAL COUNCIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

APPROVED
OPW 13/0583 20 Nov 2013 to
R6 HELIX |i 4
6 / N20 BARS _ —— @ 65 PITCH “WoL
FULL LENGTH mr R6 HELIX ae td |
SOLE LENGTH ae 40mm COVER | @ 65 PITCH J re a
40mm COVER ty et] 4008 HUMES |i
ae ht 1 UPVC FORMER «| fi
bert R6 HELIX Pte 315@ HUMES ae a
R6 HELIX | @ 65 PITCH NY UPVC FORMER Nj) ed
@ 65 PITCH er eo ae 6 / N20 BARS |i
ri 44 +4 FULL LENGTH [iv it.
re 3158 HUMES 1 6 / N20 BARS [iti & 3 / N20_BARS-| hed
315¢ HUMES 4 UPVC FORMER N\Q|iv 4 FULL LENGTH = [ith TO 3m OF TOP \ti
UPVC FORMER” \C mio am & 3 / N20 BARS ith 40mm COVER [3417
tor ae 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 CONCRETE | 17 ; MASS CONCRETE | F111
TO BASE OF PILE \-)7 TO BASE OF PILE ‘ivi TO BASE OF PILE “Nitti TO BASE OF PILE = WiTh!
oe <4 ant +01
co ae sae HT
Laden 4 4444 +h 4
ie Laden at Ltt
ao +] +t aot
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

SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW       13/0583   20 Nov 2013


[OCR of page images]
 

RECTANGULAR PONTOONS

U SHAPED PONTOON

 

L SHAPED PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK

2-N12_BARS IN TOP

 

 

 

 

 

 

 

 

 

1 LAYER G445A MESH 40mm

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OF ALL BEAM
8000 To 15000 8000 TO 15000 sco 00 10 15000 Res Ie es COVER TO EXPOSED SURFACES
waa aceseeene}l | 8) PT fepoass=---- tf SSS SSS See Co
~~ —-——_-.——~CS~— ol. Q ol, --F wT TT . p
2882" 82] | 0 | 38 gy) 1 eT HW 28 83
eseeee===5=2+5 19) tit «boner e=en=- 4-15 88 Bz ef ===5==-==2=2f5 I ee A oan
i i LL iA
1 8000 TO 10000 ————~| TYP BEAM DETAIL
500-4 f- —| 1-500 | _ Le —| La 70 ts000 R6 UGS ~ 300 ORS" top |_| SCALE 1:20
1 500—| 1 JSP—208 PERIMETER FRAME
prweeeeesapl 3 NOTE: T 4 Pd TYPICAL TO ALL PONTOONS “sn LAP ANY JOWNS
i mn 28 ‘ BEAMS NOT REQUIRED FOR PONTOONS , wT | =o 450mm MIN.
Lee ee g LESS THAN 8000 IN LENGTH gz 28 RIGHT HAND i , |
= ze [ede eee eee eee ea4t = 32 sab = a
u | POR FUT K PONTOONS LL. qT
10100 To 15000 —-——— STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS | WATER UNE 25
EQUAL NOT TO SCALE + j—  --. - LWRINME /}--- ee -L mee se ep
500-1 [- [7 space “| 50 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION a5mm THICKENING ALONG ALL Ligs-300
] | ] | fn T SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB VP
Fossa g . MESH STRIP UNDER ANCHOR WEB
I I 4 n| 28 UP melee
Le eet tt --id TF g 950mm MIN.
ait I NOTES:
= | ‘All concrete work to comply with AS3600. All concrete to be 50 MPa.
eK =| SS Ss rover to —— to oe oe Ho be 40mm nom
| TYPICAL X 120 TRANSVERSE END eit fon UNO. minimum mr im centres in eacl
MAX DRY STORED BOAT DISPLA : i | eat 8 —— IN ALL FLOAT All joins in mesh to have min. lap of 1 mesh square + 25mm.
PONTOON |PONTOON WIDTH |PONTOON WIDTH | ssP-208 450 |! oe
LENGTH | 3.5m - 4.5m | 3m MINIMUM FOR PONTOON pce WHERE ANY PLE LLP po ae A FA a een ion abe grade 63511,
BRACKETS, ACCESSORIES AND OR PONTOON + ee PT oN oi ot, 1a
15m 35t 2.9 CONNECTIONS ARE REQUIRED i| | /°  Fuoat A Boat] RAP FORMED INTO PONTOON DECK Succ te —_
14m 3.25t 2.75t ty yl e Fabrication tolerance + Smm.
12m 3.0t 2.5t | 1! 3 3 All bolts and fittings to be 304 or 316 stainless steel.
10m 2,75t 2.3 zg oe xf | rsp { Flotation to poseiine of ‘grade | SL expanded polystyrene f foam vt
! pproved . gq
gm 2.4t 2.1t T | A vi2-50 7 ~S pontoon orem ae Set to eater ‘& rmorine’ organisms; and |
8m 2.0t 1.8t ' ; n SUR a Mew CAST REGIONAE COUNCIL is suitable for the marine environment. a
im 4.8t 1.5t i a ee ee |W Pontoons with Floct-A-Boat ramps to have dry stored boat fully winched
6m 1.5t 1.3t — 7 === ===> FPPROVTED + --- 7-7 onto pontoon with im clear at rear.
so] ie ts eens Pa Ns a a
QUIRIN ING TO BE ATTACH! i s. ontoon wil all times. jontoon
{ oPpw 13/0583 20 Nov 2012 has been designed so that when the specified stability lve load is
Ca rs SS 3 SS Ss 2 ler L distributed over half the width of the pontoon and over the walkway; there 5

WATER UNE

 

 

 

 

 

 

 

FOAM FLOTATION UNIT

 

 

 

 

RAMP END VIEW

 

Bh
5,

DATE

  
      

STABILITY NOTES ADDED

AMENDMENT

1 eae REPLACING N6 BEAM BARS

ENG
ISP
JSP.

en

 

770 STANDARD OVERALL
450 STANDARD FREEBOARD

THE MARINA SPECIALIST

TRADING AS ACN 010633119
THE

Jerri

FAX

2 INDUSTRIAL AVE
CALOUNDRA

QLD. AUSTRALIA 4551
PHONE (07)549;

2 5925
(07) 5492 6699

 

 

FLOAT A BOAT RAMP OPTION
SCALE 1:50

FOAM FLOTATION UNIT

FRONT ELEVATION

  
  
  
    

   
   

Sardne@ vn 0s1 074 002

Ph (07) 3369 9622
Level 1, 5 Gardner Close, Milton 4064 Fox (07) 3369 9722
P.0. Box 388, Toowong 4068. Email: [email protected]

 
    

 

 

CLIENT:
Lot 24°49) YUNA AK
NGOS6 V (LL €

= STANDARD DRAWING

exceed 15°.

2.0 kPa (Stability

PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
MAXIMUM WAVE HEIGHT: 300mm.

BOAT WAKE: 500mm.

MAXIMUM WIND VELOCITY: 41_m/s.

 

F DEANS

 

TME: PONTOON CONSTRUCTION DETAILS

is not less than 75mm of reserve freeboard; the bottom comer of the
pontoon does not emerge from the water, and the angle of tilt will not

MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation)
1.5 kPa (Stobility unrestricted access)

restricted access)