Approved Plans OPW18-0056 · OPW18/0056

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   NOOSA COUNCIL
   APPROVED PLAN
OPW18/0056 20 APR 2018


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RECTANGULAR PONTOONS

 

 

 

 

 

U SHAPED PONTOON

L SHAPED PONTOON

2-89 FRP REBARS IN TOP

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

   
  

 

 

   
   

 

 

OF ALL BEAM 84 FRP REBAR 200mm CRS EACH WAY
500 od 00 sao--f f= 900019 18000 4599 gqgcef Fa 8? TO 15000 74. sop UNDER DECK ies \ 25mm COVER TO EXPOSED SURFACES
' T t oS i
waeseeeseees/t | | fapeee=---]5-97-/0 |r F Nps
gpoguS gx] | » , | ge 22 82 j
gS Bs } BS RSs 4 go 48 1-208 FRP REBAR IN BOTTOM
waeecrener=-f5 | mE of osssesta-=$-[7 83 | | , 4 | OF ALL BEAMS 20 MIN. COVER
T 5
: : TYP BEAM DETAIL
os a g000 TO 10000 he | L 4 L 6s FRP UGS ~ 300 CRS" oq |_| SCALE 1:20
~ JSP—208 PERIMETER FRAME, 86 FRP REBAR
| im i 8000 To 15000 ah 00 Peete 900 EACH WAY eo tee Res
Po == SP Se 3 NOTE: ) eer =a 520mm HIN.
4 H i) 22 7 BEAMS NOT REQUIRED FOR PONTOONS eu San vv fl \
iL ol 4aL8° 8 LESS THAN 8000 IN LENGTH B82 3 RIGHT HAND oto. ae nb |
eeeechecee dt BO ee BBO 7 t F
Tt i 4 _— — T° 33 STANDARD FREEBOARD
Vay be i | FOR FLAT DECK PONTOONS }
-+————— 10100 To 1500¢ —————+ STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS 7 IL a WATER LINE Se
EQUAL NOT TO SCALE
500-1 [= c SPACING _ a SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION ae Lye 50 TYP
] ] | ] | ft SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY
FO Ae ee 8 1-208 FRP CORNER BAR / 1-206 FRP REBAR
tl a q W] 22 AT ANY BEAM INTERSECTIONS LAP ANY JOl
be ee tee tle ee 3 TYPICAL 300 X 120 TRANSVERSE END 800mm NIN.
See t a TO BE INCLUDED IN ALL FLOAT PROVIDE 500 X 500 X 208 FRP CORNER NOTES:
§ A BOAT PONTOONS BARS TO ALL BEAM | All concrete work to comply with AS3600. Ail concrete to be 50 MPa.
Cover to reinforcement to exposed surfaces to be 25mm minimum. Al
SS —————SSSEEEES =| ere te be minimum of 8mm FRP bars at 150mm centres in each
direction U.N.O. -
iN 109 S.S BARS @ 200 CRS EACH SIDE OF RAMP LAPPING 400mm AN Bé bar laps to be 320mm.
MAX DRY STORED BOAT DISPLACEMENTS ! AST Le aa aes _ Ue pcthed cm ° Alt 200 bor laps to be 800mm.
> { ROUND INDIVIDUALLY BENT TO S' 4
fe aoe ee ee Gee pets Al aluminium work to comply with AS1684, Al welds to be 5mm CFW.
. ‘ t . C - All butt welds to be fulf penetration Atuminium & Pe grade B55 -15.
. hon | ; =
15m 3.5t Dat ; t . eae : — —— ct with concrete to coated with zinc
14m 3.25t 2.75 ISP-208 i il! FLOAT A BOAT] RAMP FORMED INTO PONTOON DECK Fabrication tolerance £ 5mm.
t FOR PONTOON SIDES WHERE ANY PILE { | Bevan All bolts and fittings to be 304 or 316 stoinless steel.
12m 3.0 25 BRACKETS, ACCESSORIES AND OR PONTOON = df |) | 89 FRE|REBAR 200mm:CRS EACH WAY ' .
10m 2.75t 2,3t CONNECTIONS ARE REQUIRED & i t t Flotation to comprise of grade SL expanded polyslyrene foam with
T approved protective coating. The approved protective ceating for the
gm 2.4t 2.1t | t XTRA 4 / 8@ FAP REBAR pentoon wil form an impervious barrier to woter & marine organisms; and®
&m 2.0t 1.8 , if! \ PLAN VIEW is suitable for the marine environment. 7
i
7m 1.8t 1.5t rh ‘ AM! i
Sm 1.5t 1.3 NOOSA COUNCIL J SS Se =} 4------ a fete pontoon ane ‘ = ramps to have dry stored boot fully winched
om 1,0 0.9t APPROVED PLAN* This pontoon facility has been designed to comply with all relevant S
Australian Standards. The pontoon will be stable at all times. The pontoon
OPW18/0056 20 APR 2018 has been designed so that when the specified stability live foad is
—770 STANDARD OVERALL (<éwsé‘<iéd I ee ee ~~ ~~ ~~ ~~ ~~ = = ~~ > distributed over half the width of the pontoon and over the walkway, there
\ = is not tess than 75mm of reserve freeboard; the bottom corner of the
2080 450 STANDARD FREEBOARD FLOAT A BOAT RAMP OPTION pontoon does not emerge from the water, and the angle of tilt will not
. exceed 15°,
a 1780 150 FAB PONTOONS SCALE 1:50 OORING. CLEATS
7 pis 1 | oe wut? —_ MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation)
“RAMP, — i a = 1.5 kPa (Stability unrestricted access) 7
WATER LINE [ | ol 2.0 kPa (Stability restricted access) en
eee - - o ape ew Pe STU I TT ro)
150 FOAM FLOTATION UNIT Sf PONTOONS SUITABLE FOR PROTECTED SITES ONLY. z
FOAM FLOTATION UNIT piue Teer MAXIMUM WAVE HEIGHT: 300mm. z
BOAT WAKE: 500mm, 5
RAMP END VIEW FRONT ELEVATION MAXIMUM WIND VELOCITY: 41 m/s. 2
THE MARINA SPECIALIST sunshine coast office) (CEN: NT + 5< wwekiy MME: PONTOON CONSTRUCTION DETAILS ——)
THONG AS ACN OLOBISI19 2 INDUSTRIAL AVE EM PER E. cststanetont tects Ut yo() Wiley & FRP CONCRETE REINFORCING
THE CALOUNDRA TOT $477 6437 F:.07 5444 4216
QLO. AUSTRALIA 4551 ENGINEERING PO Box 102 Mouluciaba Qh 4557 Nose He ans SCALE: DATE: RAWING NO:
Gene PHONE (07)5492 5925 AGH F12761G10 ABH 21112741910 sininsGenrleercnetnccomay PROJECT: STANDARD DRAWING AS SHOWN 28/7/16 _| JSP-SD-212
B 21/81/16) DETAILS. WS. FAX (07) 5492 6699 DRAWN CHECKED |DIMENSIONS A3
XNO]_ DATE AMENDMENT 1SSU ope GTALIS T MA MILLIMETERS B y