10/0342 - Approved Plans [As Published] · 142010.342

 

 

RECTANGULAR PONTOONS

U SHAPED PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK
- 1 LAYER G445A MESH 40mm

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
          

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

     
    

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

“4 2-N12 BARS IN TOP g
soo-fp— °°? Td 15000——">"1_590 i ; OF ALL BEAMS COVER TO EXPOSED SURFACES a
r $000 7 500-1 f-- UNDER DECK nest | a
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GO MEN = * ~ Sx aah go B= ft : ze
BS SS SSeS Sete y | 1 oops seeiee = ge =] SES SSS SSS SSey | 2 2-Nié BARS IN BOTTOM ul
i L y t | L7 |_-OF ALL BEAMS 25 COVER =O
¥ oO
+8000 TO 1000 : 8
S00] fj <. |-s00 — | 120} =
. — tor t TYP BEAM DETAIL a
: Ss ey -
5 NOTE: ! Ab Laas CALE 1:20 i fi
5 HES Am SRURLERIOOM ge ge | LO? RE PNET aN :
B : ao ] Sx TYPICAL TO ALL PONTOONS =
Ge) 3
TT! n=
_t i I ‘| =a [G4858 MESH 5
STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS | L360 canna EREEBOARD :
NOT TO SCALE
300-4 ‘ FOR FLAT DECK PONTOONS
500 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION _ =
4 SEE PILE BRACKET ORAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS _.. . SWARRUNE fj}... -. l a rr ree SS a
q o [ an | — — _— —
pa 0 I-20 . <
ae og FO Te eNO ALONG On 50 TYP, TO ALL BOTTOM CORNERS 2
FT B MESH STRIP UNDER ANCHOR. WEB Z|
4 e f 670 STANDARD OVERALL | &
TT FOR FLAT DECK PONTOONS g
pT NOTES: . . : i 4
MAX DRY STORED BOAT DISPLACEMENTS fy I X 120 TRANSVERSE END All concrete. work to comply with AS3600. All concrete to be 50 MPo. S
= 7 | INCLUDED IN ALL FLOAT Cover to reinforcement to exposed surfaces to be 40mm ‘minimum. 2
PONTOON |PONTOON WIDTH |PONTOON WIDTH { IsP—208 piso I TOONS ZL Reinforcing to be minimum of 5mm bars at 100mm centres in each a
LENGTH | 3.5m — 4.5m 3m, MINIMUM FOR PONTOON SIDES-WHERE ANY PILE j| ~/ -—~--| ~~~ ~~ ~~ 7 > = eee -f - - direction U.N.O. Ss
. Ske BRACKETS, ACCESSORIES AND OR PONTOON Se ee ne ens oT TP qT oT be
4 . . . All aluminium work to comply with AS1664. All welds to be Smm CFW.
15m CONNECTIONS ARE REQUIRED ' RAMP FORMED INTO PONTOON DECK All butt welds to be full penetration. Aluminium to be grade 6351-T5. 5]
=
14m I . Surface of cluminium in contact with concrete to be coated with zinc (|
12m ( cromate primer or equivalent. ws
3 wy . Fabrication tolerance + Smm. 2
10m. 5 Tht & All bolts and fittings to be 504 or 316 stainless steel. &
$m —=| = | i Flotation to comprise of grade SL expanded polystyrene foam with =
8m | approved protective coating. The approved protective coating for the 3
7m i | pontoon will form on impervious borrier to water & marine orgonisms; 5
6 + and js suitable for the marine environment. Z
™ 7 ee :
5m ISP-207 150 ; Pontoons with Floct-A-Boat romps to have dry stored boat fully winched |
- ae BE USED FOR NG TO 8 SIDES ONLY ; ‘ onto pontoon with 1m clear at rear. 2
QUIRING ING TO BE ATTACHED : .
. | | This pontoon facility has been designed to comply with all relevant 5
od -~ ~~ IL ~The ee ee Australian Stonderds. The pontoon will be stable at a times. The =
_t ; pontoon has been designed so that when the specified five load is ‘a
-740 STANDARD OVERALL FLOAT A BOAT RAMP OPTION distributed over half the width of the pontoon and over the _wolkway: So
S50 STANDARD F! : there is not less thon 75mm of resdrve ci, We Mm -Famae of 2
50 0 STANDARD FREEBDARD SCALE 1:50 \ OORING. CLEATS the pontoon does not emerge from the SONS eae etl BI.
nL -f = ; : not exceed 15’. zl
WAXIMUM DESIGN UVE DECK LOADING AYANS APPROVED
= = = rt. +
WATER ine] E. - \ = " ° Y , sana 5 2
we we fee ee ee ee KH fe ee tf et tr rT E . Mi LTD en ecereeee ey or
‘OAM FLOTATION UNIT 150 FOAM FLOTATION UNIT oy FONTOONS SUE SOOM TES ONY s
- ~ ; Ne One S eeeseeeceee s
RAMP DEPTH FRONT FLEVATION BOAT WAKE: 500
RAMP END VIEW MAXIMUM WIND VELOCITY: 41. m/s. LE 72-2
THE MARINA SPECIALIST ) (CUENT: JURIET OT LID TE PONTOON CONSTRUCTION DETALS —)
TRADING AS ACN 010633119 2 WOR ANE Cardno {Oks Pry Ls ACN: O51 074 992 Lot 257 (SZ) NOPSA foe
TH .
E QLD. AUSTRALA 4551 | tLe 1, § corner se, io Pn er sm eet NOOSA. MEADE SHE BATES 76/08 Rave NO:
week PHONE (07)5492 5925 P.O. Box 388, foowong SERS - Emoit:_cordnoOcardno.com.cu) | PROJECT: ARD DRAWING AS SHOWN 31/8, SP-SD-100
B 17/6/06 | EACH NIG BEAM EARS REPLACED WITH 2-HI2|_uSP Pepys FAX aw 492 6699 | | CHECKED: Z La RPEQ DATE: STANDARD DRAWIN : DRAWN | CHECKED JOMENSONS ISSUE" A3)
uo] DATE AMENDMENT iSSUE/ Ws pecrtaAtist r SE6? 72-70-06) . MA MILUMETERS B }
: 7 - 4