Body Corp for No. 7 Noosa Parade - Plans · OPW15/0114

Page 2

 

 

STANDARD PIANO PIANO
HINGE BRACKET FIXED TO
FACE OF NEW ABUTMENT

ALIGNED WITH FRONT
FACE OF REVETMENT WALL

R.C LAND ANCHOR
CAST INTO EXISTING
PATH RECESS

PROPER BOUNDARY

 

APPROX. R.L.1.5

 

LAND ANCHOR

FOOTING EXTENDS TO
REVETMENT roe

 

 

 

 

 

 

  

 

 

32@ TUBE HANDRAIL
EXTENSIONS WITH SECURITY
MESH INFILL

f—~1259

 
   

TOP OF WALL
APPROX,
R.L.1.0

REVETMENT WALL

  

3150 B3kNm

R.C. INSITU PILES

 

 

TOP OF PILE R.L 3.0m
QUAY LINE

AT

I

PONTOON

 

 

 

 

PONTOON [email protected]

 

|

 

4m mMIN EMBEDMENT
INTO DENSE SAND
OF STIFF CLAY

 

 

 

HAT R.L 0.68m
MHWS R.L 0.36m

AHD_R.L. 0.0
LEVEL DATUM
MLWS RL. —-0.25m
LAT R.L. -0.42m

 

B 22/6/15 HANDRAIL EXTENSIONS ADDED. CLIEN)
AREY DATE AMENDMENT RE

 

 

 

 

THE MARINA SPECIALIST

TRADING AS ACN 010633119 2 INDUSTRIAL AVE
THE CALOUNDRA

QLD. AUSTRALIA 4551

eplig) PHONE (075492 5925
Fax (07) 5492 6699

s PECGtaALIS T

Gard ne@ ssw. 57 051 074 992

Level 11, North Tower 515 St Pauls Tee, Ph (07) 3100 2199

LOT 0 (7) NOOSA PDE

(CUENT: BODY CORPORATE FOR 7 NOOSA PARADE] TLE: ELEVATION

 

NOOSA HEADS

 

Fax (07) 3369 9722

Fortitude Valley, Qld 4006
Emait: [email protected], Fortitude Vall

 

 

 

 

  

PROJECT: PROPOSED PONTOON & CATWALK :
DRAWN
\ MA

 

 

miners | B {A3)

ORAWING NO:
JSP-SJ-28051

 

 

 

 

 

 

Page 3

 

 

G445A GALV MESH TOP & BOTTOM OF ALUM TUBES.
LAYER G4454 MESH BENT TO SIT UNDER ALUMINIUM TUBE

TYPICAL PIVOT PIN

258 S.S PIN
N12 COG BARS @ 300 CENTRES TIED 70 TOP

mm HOLE !N EACH END OF HINGE PIN

40MPo REINFORCED CONCRETE FOOTING EXTENDS FROM TOP
OF ALUMINIUM ANCHOR FRAME AND CONTINUES TO THE TOE

OF REVETMENT WALL AND THE BACK FACE TO FINISH LEVEL 300mm MIN-Y

WITH INSIDE OF ANCHOR FRAME. MASS CONCRETE FODTING

TO HAVE 2 VERTICLE LAYERS G445A MESH 50mm MIN COVE
WHERE NO REVETMENT TOE, FOOTING DEPTH TO BE 1500 MINIMUM

FOR @kPa CATWALK LIVE LOAD
OR 1700 MINIMUM FOR 4kPo CATWALK LIVE LOAD

JSP—009 ANGLE EACH CORNER

 

 

 

 

 

 

 

 

 

 

 

 

FASTENED TO WALL. Ec
| WITH 2 M12 S.S DYNA OR CHEMSET =
sp CATWALK BOLTS OR JSP 003 LEG TO PATH
lo
2 / 78 X MI2 SS DYNA 7 |

LAYER OF G445A MESH & BACK
VERTICAL LAYER OF G445A MESH

600

 

 

 

  
  
  
  
   
 

PIANO HINGE TO FINISH LEVEL
WITH FRONT OF REVETMENT WALL
(WHEN JSP-CO8 CATWALK FRAME IS USED

 

STARTER JETTY ee
T

usp—208 or!
JSP~008 co 903

 

 

 

 

NSURE FACE OF FRAME IS LEVEL WITH

CONCRETE PATH al

 

FACE OF REVET WALL FOR
CLEARANCE TO REVETMENT WALL)

10mm COMPRESSIBLE MATERIAL
BETWEEN FOOTING AND REVETMENT WALL

75 X M12 S.S DYNA mee

REVETMENT WALL

 

 

 

 

 

 

     
 
  

  

 

6mm END GUSSET

JSP 008 CHANNEL

CONCRETE STRUCTURE

 

 

 

 

 

 

 

 

  
     
     
   
  

 

 

 

 

    

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CATWALK eo Nthor FOOTING HINGE
SCALE 1:25

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

400 TYP yy = F
194 TYP a <- ; . rr
2 7
wv RASS menor tt | BS Ba cpl
4 | 100 x 80 x ASSO SOS PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS 7 ta ry to Suit
146 e
USL TU el el ANCHOR FOOTING ELEVATION 12M Fo
P-so ‘OOT WITH M12. SS
“| 41480 200 GAP LE DYNA BOLT
rans ae a w/ JSP 08 CHANNEL 192 TUBE LEN|=—| 7 P34 Ll
1 HINGE TU!
4/ MI6 SS BOLTS my oor 1 489+} _
CAST IN, CHEMSET JSP-208 TUBES 50mm = 3000 NG
OR DYNA BOLTS LONG ON ENDS | 008 RHS FRAME 2000 TO
4480 O. mm PLATE GUSSET | 7 08 LONG
4200 | UNDER EACH CORNER y 3000 MAXIMUM LENGTH
6mm END r STARTER | | JETTY
GUSSET v NY] ]290
f USP—002 ANGLE INTERNAL FRAMING
JSP-206 TUBES 192mm LONG LENGTH TO SUI 1] SPACED AT 600mm MAX. CRS
TYPICAL STITCH WELDED TO JSP SUPPORTING 4mm AL. PLATE
008 & JSP 205 L——"| 290 OR HWD DECKING
3 / 256 Tees |_JSP-208 TUBES 50mm or D
CATWALK WELDED BETWEEN FRAME L LONG ON ENDS
~~ we 100 X 6 BRACKET OVER
CATWALK TO CONCRETE SLAB OR WALL HINGE weet es ————————— TUBE EACH SIDE
180 x 50 x 6 ANGLE t
SCALE 1:25 FRAME PN o \_uSP-206 TUBES 192
JSP—206 TUBES 192mm LONG a mo
’ TYPICAL. STITCH WELDED LONG TYPICAL STITCH WELDED
Aa CATWALK

CATWALK TO ST. JETTY HINGE
ee

      
  

   

 

  

 

 

 

  

 

 

50 X 6 FB UNDER LIVE™DECK LOAD — 2kPa
— rl 150 x 50 x 6 ALUM ANGLEX_ 40 X 3 TUB
i x x
> C
END GUSSET | O hee
M16 SS DYNA BOLT: h H STARTER JETTY
ee ES i y
vote SCAE 15 i
ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664,
ALL ALUMINIUM SECTIONS SHALL BE GRADE 6351~T5.
ALL ALUMINIUM TO BE IN CONTACT WITH CONCRETE TO BE COATED WITH ZINC CHROMATE.
ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STAINLESS STEEL. SCALE 1:5 SCALE 1:5 JSP-006
. THE MARINA SPECIALIST cardno CUENT:Bacy CaeP fog Ab 7 Noosa Mj TLE: STANDARD PIANO HINGE OPTIONS )
1 H2/A/o8 lew crow Note abcd ep | | AOC AS ACN 0106331192 INDUSTRIAL AVE Seo meus AEN: 081 078 982 loT © (7) AdoSa Lrerne STARTER JETTY & CATWALK LAND ANCHOR DET
G 21/2/07 |DETAILS AS PCR ENGINEER ENG. THE CALOUNDRA (id) Pry Ph (07) 3369 9822 Nosh HEADS
D R/S/08 UPDATE. To NEW EXTRUSIONS Wise QLD. AUSTRALIA 4551 Level 1. 5 Gardner Close, Milton 4084 Fox (07) 3389 9722 € CALE: WING NO:
© 371/03 |STARTER JETTY DETAILS ALTERED Phi ope PHONE (07)5492 5925 | |. Box 388 Teonong 4066 [email protected] | PROJECT: STANDARD AS_SHOWN JSP=SJ—005
B_b7/6/02 JUPDATE_LAND ANCHOR DETAILS FAX (07) 5492 6699 EA wire DATE: _ DRAWN ISSUE A3
(REY DATE "AMENDMENT REQD SPEC.TALI! ST . . ww 1 667 fo-6-1S DRAWINGS MA MILLIMETERS | J)

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

UPRIGHTS & DIAGONALS 7]

OPTIONAL

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

JSP-201"

f

 

1370 Ar .
EXTERNAL SECTION A
JSP-203 1210 mr i um
TOP CHORD / HANDRAILS INTERNAL ‘
USP—202 a 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm

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

NOTE:

 

 

 

 

BOTTOM CHORD / BASERAILS “J
LL

 

—— FOR 4kPa LOADING TO CATWALK

 

150

 

t

NOTES:

* REMOVE ALL SHARP CORNERS,
BURRS é& WELD SPATTER.
* ANY CHANGES TO BE NOTED AND

lémm SS P

OPTIONAL FOR MARINAS,
JSP—202 RHS SERVICES
BRACKET WELDED UNDER CROSS
BEAMS @ 1800 CRS

* ALL FRAMING MATERIAL TO BE ALUMINIUM
* AL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL S.S STEEL WELDING IN ACCORDANCE WITH AS. 1554
* All WELDS SHALL BE 4mm C.F.W.
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-75.
* DIMENSION TOLERANCES U.N.O. SHALL BE:

FABRICATION ~ + 2.0 MACHINING ~ UP TO 10mm +0.1

 

 

 

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
ONLY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

| “WAXIMUM, CATWALK LENGTHS
LIVE DECK LOAD] 1.5 kPa 2kPa 3kPa Aa
3 UPRIGHTS [7.5m 6.5m | 6.0m 5.0m
on 5 UPRIGHTS | Tim 10.0m_ [9m 8.5m
7 UPRIGHTS [13m 12.2m [115m 10.5m
J UPRIGHTS | 15m 13.9m_[_12.5m 1.5m"
> 1970 toomm 202 FT UPRIGHTS | 17m 16.0m [145m 13.0m
ALL ANGLES 1°
RETURNED TO DRAWING OFFICE FOR REVISION .
ROLLER DETAIL
SCALE 1:5

   

 
 
 
   

LL BAR
0 CHANNEL

    
 

970 NYLON ROLLER TO
SIDE OF CATWALK.

 

STANDARD SIDE PROFILES.

SCALE 1:100

  
 
  
    

 

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Seen st ot

  
   
  

 

 

 

 

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

/ fi TUBE

| ps0 GAP

 

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

PICAL BASE DETAIL

SCALE 1:100

 

fr HINGE TUBES

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

 

 

 

SL
PIANO HINGE DETAIL

SCALE 1:5

 

 

 

 

 

oe

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

THE MARINA. SPECIALIST (CuENT: Bop'y Ca2P fC NO.7 NoosA Ps&] Tm STANDARD CATWALK CONSTRUCTION
TRADING AS ACH 010633119 2 INDUSTRIAL AVE Sardno xcs om 2 iat (2) NoosA Boe
N/10/07 how twa.e enc ae OD AUSTRALA 4551 Oe saee Pe (Or) 3589 9822 Noosa fens SCALE: TE: DRAWING NO: °
0. & NOTES ALTERED , f a : 7
Bo arod MORE OESAINE, Si GRANCED Nee Para PHONE (07)5492 S005 | [Po8 88 Tonag te” ‘En tearnocomad | PROVEGT: STANDARD DRAWING AS SHOWN | 12/3/03 _| JSP-GW-006
Ye ERA GED SP FAX (07) 5492 6899 wae DATE: DRAWN | CHI DIMENSIONS issue A3
DATE AMENDMENT E SPEGTALITS T S067 |24gs07 J\_ NHW a MILLIMETERS E 3)

 

 

Page 5

 

 

ry

fles-

 

 

 

 

 

 

 

 

 

 

 

 

 

- M20 SS BOLTS SECURED\
INTO PONTOON FRAME TRCK

SECTION A

100 X 12 BAR BOLTED 70
rPONTOON FRAME WITH 2
M20 S.S BOLTS

 

 

 

 

JSP-208 PONTOON
FRAME

SIDE VIEW

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

 

750

JSP-208 .PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

1 ' — —& DVERLAPPED BOLTED
| 9! N@ | pa CONNECTION WITH
r ny 4 M20 S,S BOLT
1 ' THROUGH BOTH BARS
\ ' 3 8 & INTO PONTOON FRAME
1 oO 7
6mm PLATE GUSSET | G N !
TO BOTTOM CORNERY W! \ % S oI 4 SINGLE ROLLER BRACKETS

BOTH SIDES | |) rh Pens WITH 2 Mi2 ‘SS BOLTS
'@) Le!
f 4 4

20mm } 50 X 6 PLATE LUGS WELDED TO
CLEARANCE: ) TOP EDGE OF FRAME TO FIX
TO PILE ) émm AL, TREAD PLATE INFILL WITH
SS WG, 5 Mi2 SS BOLTS TO EACH LUG
1, ~ 4 ,
= h——_JSP-209 FLAT BAR
, ~_ 18, _- , SURROUND FRAME
PROJECTED Sy— -- L
FRAME CORNER” F 665 {

ae

PLAN VIEW

NAP IN FENDER

 

100 X 70% NYLON ROLLER
IN 128 X 63 X 8/6 CHANNEL

SECTION B

126 SS PI

NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
* ALUMINIUM TO BE GRADE 6351-T5.

 

 

 

 

 

ILE WALL

 

 

OF] ii,

OL,

 

 

 

iy
i
ty

 

 

 

 

 

 

* 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

tt
i

eo

 

10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +.05°

300 ROLLED FRAME CORNERS

* REMOVE ALL SHARP CORNERS, BURRS & 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

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

 

 

 

 

 

  

 

 

 

 

 

 

 

THE MARINA SPECIALIST Card CLIENT: Ge Core fea NO.7 poosA Poe | TMLE: PILE BRACKET CONSTRUCTION )
TRADING AS AON 010633119 METAL AE ware ne ACN: 051 074 992 tot 0(7) Noch Pre TO SUIT 315 — 350¢ PILES
oe QLD. AUSTRALIA 4551 | Tevet 1, 5 Gardner Close, Nlton 4064 Pee (oy S309 a2 Noose KEAbs SCALE: DATE: DRAWING NO:
2 |8/ 6/6, OR Blocks REPLACED BY RO ROLLERS se PHONE (07)5492 5925 | [P:0- Bex 388, Teowong 4056, Email: cureoterth comau} | PROJECT: STANDARD DRAWING 1:5 1/9/05 | JSP—SD-102
5 [sei /06lRNNE SIREHED & PLE MOVED 75mm | JSP FAX (07) 5492 6699 EO Et Mee DRAWN | CHECKED [DMENSIONS ISSUE A3
\wo[_ Date AMENDMENT ISSUE) SsSPEC?HaALIST 467 24. g-of SYSTEM 2006 MA MILLIMETRES D 3)

 

 

 

 

 

 

 

 

Page 6

 

 

6 / N20 BARS — “=

FULL LENGTH +4 nT La

6 / N16 BARS [4 aa he
FULL LENGTH 27) 40mm cover \ [5 @ 65 PITCH [4
40mm COVER (K-47 pote fied

til R6 HELIX a4 3156 HUMES ir -

R6 HELIX aH @ 65 PITCH Nat) UPVC FORMER NE -i3

@ 65 PITCH {nr “i Lit
am 315@ HUMES [+] 6 / N20 BARS [ity

315@ HUMES am UPVC FORMER \|[7 1-4 FULL LENGTH = |/f 7H
UPVC FORMER) Ni) ae & 3 / N20 BARS |i+47)
+74 Ty TO 2m OF TOP eae!

ed RN : 40mm COVER Ni)

ae ant

GRADE N32 WY GRADE N32 [+4 GRADE N32 |

MASS CONCRETE |i)-| MASS CONCRETE |i MASS CONCRETE }1/7
TO BASE OF PILE \- TO BASE OF PILE ‘ici TO BASE OF PILE “itr
bod a Her

ae cs ae

ae a tru

ae Pa rH

am ae een

REINFORCING TO EXTEND Tet REINFORCING TO EXTEND Lei] REINFORCING TO EXTEND ae
TO WITHIN 300 FROM | TO WITHIN 300 FROM | TO WITHIN 300 FROM Jiccd
BOTTOM OF PILES NCI) BOTTOM OF PILES ‘jl BOTTOM OF PILES “itr

 

 

 

 

 

 

 

 

 

 

 

 

 

 

315@ DECK PILE
46kNm

315¢ PONTOON PILE
61kNm

 

 

 

 

 

 

 

 

315¢ PONTOON PILE
83kNm

 

 

 
   

 

 

    
 

  
 

 

 

R6 HELIX |i
@ 65 PITCH “WO
400% HUMES an
UPVC FORMER «| fi
6 / N20 BARS [71-4
FULL LENGTH |i, bed.
& 3 / N20 BARS ih
TO 3m OF TOP \oeH
40mm COVER er
Lia
NOU
GRADE N32. FHT
MASS CONCRETE | +17!
TO BASE OF PILE Wttt
REINFORCING TO EXTEND |i ttt]
TO WITHIN 300 FROM) i711)
BOTTOM OF PILES Wii

 

 

 

 

400¢ PONTOON PILE
130kNm

 

  

mc

 

 

 

AMENDMENT

TRADING AS ACN 010533119 2 INDUSTRIAL AVE
CALOUM.

THE Cardna (Qld) Pty Ltd

‘Level 1, 5 Gardner Close, Mitton 4084

THE MARINA SPECIALIST

P.0, Box 368, Toowong 4068.

Cardnea sex os: 074 002

c
' tot a (7) Noosa Foe

LENT: Bony Co@P ND .7? Nossa Fok.

TITLE:

315 & 400 DIAMETER REINFORCED
CONCRETE INSITU PILE CONSTRUCTION

 

 

 

DRA
OLD. AUSTRALIA 4851
Rap PHONE (orate, 6025
FAX (07) 5402 6608
S PE C!lA LIS F

eee Mis

 

 

 

 

 

 

 

 

Ph (07) 3360 9822 Nano HEstss SCALE: DATE: DRAWING NO:

Fox (07) 3369 9722 3 :

En DATE: PRONECT STANDARD DRAWING ame CHECKED mile SP =o 045 —
24/4/06 MA MILLIMETERS C_ IAS)

 

 

Page 7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

G2 == O =] 7 == 1.5 kPa (Stability unrestricted access)
WATER LUNE ] f == eee | 2.0 kPa (Stobility restricted access) 7
pe). RR cob ee ge feof: Hesrnres reg Ratner :
150 ‘OAM FLOTATION UNIT PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
FOAM FLOTATION UNIT RAMP. DEPTH wx Wave HEH: 300mm. z
7 im.
RAMP END VIEW nit Beers ARMM WIND VELOCTY: 41 n/'s a
THE MARINA SPECIALIST CUENT: Rary CazP N©.7 NeeSA e< [IME PONTOON CONSTRUCTION DETAILS ‘
TRADING AS ACN 010633119 2 INDUSTRIAL AVE lot c (7) NoaSA POE
THE CALOUNDRA .
D yd su, NOTES ADDED ENG “sr ae — AS SHOWN 31/8/05 D—
rg PHONE ; JSP-SD--100
5 ae bat MLAS I BS REMIND it 2M Jem FAX Gh saan 00 CHECKED: STANDARD DRAWING DRAWN | CHECKED [OMENSIONS
\NOf DATE " AMENDMENT I SPECIALIST a MA {MILLIMETERS D A3)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

770 STANDARD OVERALL
450 STANDARD FREEBOARD

 

 

 

 

RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON 2-N12 BARS IN TOP — 4 LAYER G445A MESH 40mm
8000 TO 15000 . OF ALT IGE COVER TO EXPOSED SURFACES
s0—| = So05 = 00 sof 8000 TO 15000 er aH» sof BO00 TO 15000 = 00 UNDER DECK MESH
e==eeeeeeee5+1 a8 J. SPH B TSK PR =Fye tt t 7 == =SeeesaEt al.
gegzi gz| 1 ge) tf oe HAND 28 82
e===--==-==5] i” L|-#-2= $3 33/-4 ) ee | L J-N24 BAR IN BOTTOM
yt r Tt S ||| or ALL BEAMS 25 COVER
i [L A | LA
I+ 8000 To 10000 ———~ TYP BEAM DETAIL
500-~| K- —~ /-s00 —| = —| RG UGS — 300 CRS~“" ton |_| SCALE 1:20
T 50 JSP—208 PERIMETER FRAME. MESH 2-N12
poses ae == =aeq {tl ore: TYPICAL TO ALL. PONTOONS ae
<i a
i i we i 2g ‘ BEAMS NOT REQUIRED FOR PONTOONS . =a" 450mm MIN.
i. aL “4 8 LESS THAN 8000 IN LENGTH 82 28
sees Be = od
i f 380 son FREEBOARD
& FOR FLAT PONTOONS
0100 To 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS WATERLINE
wo she 00 NOT TO SCALE to
Cc C 1 =| SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 25mm THICKENING ALONG ALL
{ | | | | 1 SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB
Fe =4re05> or TFET 3 MESH STRIP UNDER ANCHOR WEB
i fT ' ei! ge . eae
bn a hE 3 950mm MIN.
< i NOTES:
wy = - anaes ei to comply ne. All onerte to be 50 MPa.
=... ————————— et ‘aver to reinforcement to ex surfaces e im minimum.
s L 1 TYPICAL X 120 TRANSVERSE END 7 Reinforcing ted minimum of Sem bars at 100mm centres in each
MAX DRY STORED BOAT DISPLACEMENTS m a INCLUDED IN ALL FLOAT postion illN0; .
PONTOON PONTOON WIDTH [PONTOON WIDTH ] sepa rs [tee ZL All joins in mesh to have min. lop of 1 mesh square + 25mm.
- 7 — /———_ | LL A All aluminium work to comply with AS1664. Alt welds to be Smm CFW.
LENGTH | 5.5m 4.5m 3m MINIMUM FR Apes me On ROGOH ; — er -rvmwmonT Se =——--Faorcc ocd All butt ‘welds to be full ia. ‘Aluminium to be grade 6351-15.
15m 3.5t 2.9t CONNECTIONS ARE. REQUIRED i 1 ‘ P FORMED INT Surface of aluminium in contact with concrete to be coated with zinc
14 3.25 275t ‘| 4 Swe Fabrication tolerance Sram
m : . | ° , ‘abric jerance + Smm. ;
12m 3.0t 25t b ; \ ; = oh g All bolts and fittings to be 304 or 316 stainless steel.
10m 2.75t 23 5 rh ae ay } a? 1 Flotation to comprise of grade SL expanded polystyrene foam with
9 2A i J 12-80 = = protective coating. The approved protective coating for the E
i : — aa 1 ~ ~s pontoon will form an impervious barrier to water & marine organisms; and |
a ia 3 wa 1st L ; | 5 PLAN VIEW + is suitable for the marine environment. =|
m UN : ' ! fe PF Jo LL Pontoons with Float-A—Boat ramps to have dry stored boat fully winched J
6m 1.5t> 1.3t j wp_207 sol SST onto pontoon with 1m clear at rear.
om 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY | | This pontoon facility has been designed to comply with all relevant
REQUIRING FENDERING TO BE ATTACHED | Australian Standards. The pontoon will be stable at all times. The pontoon
| has been designed so that when the specified stability live load is c
te) ses wet tom oe eet — = — a — — ~~ IL distributed over half the width of the pontoon and over the walkway; there>
— fs not less than 75mm of reserve freeboard; the bottom comer of the ¢

 

FLOAT A BOAT RAMP OPTION
SCALE 1:50

 

 

 

 

 
   

 

 

 

 

 

 

 

    

pontoon dees not emerge from the water, and the angle of tilt will not
exceed 15°,

MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation)