Approved Plans OPW19-0048 · OPW19/0048

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   NOOSA COUNCIL
   APPROVED PLAN
OPW19/0048 16 APR 2019


[OCR of page images]
 

RECTANGULAR PONTOONS

U SHAPED PONTOON

 

 

L SHAPED PONTOON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OF ALL BEAM
i= 8000 TO 15000 —s UNDER DECK MESH 25mm COVER TO EXPOSED SURFACES
500: fr F000 | 500 s00—f = 8000 TO 15000 = 500 sof 8000 TO 15000 ham "\
easseeeee--2;1 a8 J foros 22772 2="7-fS T Pua RB TS T I Ac
32335 83] 1 ¢| 28 fou 28 32
RS B30 8 i NS R°gz gu] ov gS 8 b 1-208 FRP REBAR IN BOTTOM
ceases seeesey ys | { Aaa ae rT 8 = 4b = SSS SSS | | iA | OF KL BEAMS 20 MIN, COVER
: A : L ; TYP BEAM DETAIL
So $000 TO 10000 4 LL we J L “| L 68 FRP UGS - 300 CRS-~ 120-1--| SCALE 1:20
500 500 000 To 15000 JSP-208 PERIMETER FRAME 89 FRP REBAR o_o FRE REBARS
| i a 500+] + L+-s00 TYPICAL TO ALL ‘PONTOONS 200 EACH WAY ANY JOINS
i hae | ge : BEAMS NOT REQURED FOR PONTOONS | oa wanes = =~ ae | ao, [sien
bane dLe? § USS WAY EDO LENGTH 83 £8 cat eR CRO | at | 3 aT
=== Se Bee APT ET aL. 380 - 400 i
pF § r STANDARD. FREEBOARD TH LT FRP US-300 |
| FOR FLAT me PONTOONS . _
->—— iron vo 15000 Shean STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS _ _ — .- . JWATER LINE LS Se eS
NOT TO SCALE
500-1 f spa “Lc? SEE SITE é& LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION re ee ea 50 TYP
| yer yh Tt SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY
anal ry == 3 1-208 FRP CORNER BAR] 1-208 FRP REBAR
4 1 Sa iJ 32 7 AT ANY BEAM INTERSECTIONS LAP ANY JOIN
bee ee te tte ep LS 3 TYPICAL 300 X 120 TRANSVERSE END 800mm NIN.
EE EE EES YF " FO BE INCLUDED IN ALL FLOAT PROVIDE 500 X 500 X 20¢ FRP CORNER NOTES:
A BOAT PONTOONS BARS TO ALL BEAM INTERSECTIONS All concrete work to comply with AS3600. All concrete to be 50 MPo.
i c
Cover to reinforcement to exposed surfaces to be 25mm minimum. a
Se SSS SS posse Reinforein My be minimum of 8mm FRP bars at ¢50mm centres in each
direction U.N.O. a
' 108 S.S BARS @ 200 CRS EACH SIDE OF RAMP LAPPING 400mm All 8¢ bar faps to be 320mm.
MAX DRY STORED BOAT DISPLACEMENTS \ PAST bec CPANSTERSE BARS aa ee ae All 209 bar laps to be 800mm.
PONTOON }PONTOON WIDTH |PONTOON WIDTH T 150 4! Zo
_~ 45, | 2mwnatiws . . “Ssit Fra t\ 47.2 ffs 2 2 LLU LL -lipo7 ee Le £4 All aluminium werk to comply with AST664. All welds to be Smm CFW.
LENGTH | 3.5m — 4.5m Sm MINIMUM L E t ———— SSeS PT{L LILI” All butt welds to be full poretraton. Aluminium to be grade 6351-15.
15m 3.5t at \ \ Surface Promise a with concrete to be coated with zinc
14m 3.25t 2,75t IsP~208 { | FLOAT A BOAT! RAMP FORMED INTO PONTOON DECK gt Fabrication tolerance + Smm.
FOR PONTOON SIDES WHERE ANY PILE | M oN rch All bolts and fittings to be 304 or 316 stainless steel,
{2m 3.0 2.5t____¢ | BRACKETS, ACCESSORIES AND OR PONTOON «= by | ty 89 FRE|REBAR 200mm CRS Rt pr
10m 2,75t 2.34 KOE” CONNECTIONS ARE REQUIRED x rect Flotation to comprise of grade SL expanded polystyrene feam with
¥ r approved protective coating. The approved protective coating for the 2
9m 2.4t ee? | | PA 4 / 86 FRP REBAR pontoon will form an impervious barrier to water & marine organisms; and
8m 2.0t_ nl 1.8t NOOSA COUNCIL 1) aft = PLAN VIEW is suitable for the marine environment. *
l \
7m 18t_* 1.5t APPROVED PLAN i Pontoons vith Float-A~Boat ramps to have dry stored boat fully winched
6m 1,5t 1.3t ©PW19/0048 16 APR 2019 |i! (CO ee SE SS Pe onto pontoon with 1m clear at rear,
Sm 1.0t 0.9t v | j bit pontoon facility has been —o to comply = = inl :
l Australian Standards. The pontoon will be stable at all times. The pontoon
has beer designed so that when the specified stobility live load is
7 u ee St 8 = distributed pees half the width of the pantoon and over the walkway; there
2080 7-770 STANDARD OVERALL FLOAT A BOAT RAMP OPTION is not less than 75mm of reserve a ae =a fn of the
pontoon does not emerge from the water, and the angle o will not
450 STANDARD FREEBOARD exceed 15.
“1 1780 ral FAB PONTOONS SCALE 1:50 OORING C E
150 \Ghee MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo. (Structural & floatation
1 L 4 sae sae
E RAMP. - I F ; = es =i = — —— 1.5 kPa Sue unrestricted access) s
ei 2.0 kPa (Stability restricted access)
WATER LINE | ede ee ek fe ee ee tl. TSS TR oan owing ol
FOAM FLOTATION. UNI PONTOONS SUITABLE FOR PROTECTED SITES ONLY, Zz
FOAM FLOTATION. UNIT pao DEPTH Tt T MAXIMUM. WAVE. HEIGHT: 300mm: 2
RAMP END VIEW FRONT ELEVATION WAXIMU YN VELOCITY: 41. m/s 2
THE MARINA SPECIALIST sunshine coast office) (CUENT: Zoo Co2P Fae NooSA Hf 40S] MME PONTOON CONSTRUCTION DETAILS ¥
Tone ASN OIOSSSIIS 2 NOUSTRA. AE FMPLRE eet wot o (4) QUAMEY PL FRP CONCRETE. REINFORCING
tae QLO. AUSTRALIA 4551 ENGINEERING PO Bor OL Movlacabe Oh 4357 Noosa — HeAdS SCALE: DATE: DRAWING
ee PHONE 5492 5925 AGH 112761510 ABR 21112761810 a EZ 7 PROJECT: STANDARD DRAWING AS SHOWN 28/7/16 JSP—SD~212
B [2i/t1/1 ML Us FAX & 5492 6699 | |C OTF XZ Peo, lap) DRAWN | CHECKED [DMENSIONS E A3
0] DATE AMENDMENT Issu sPEcTrALI Ss T MA B J)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2-89 FRP REBARS IN TOP

 

 

 

 

 

 

 

 

 

100 THICK CONCRETE DECK
8 FRP REBAR 200mm CRS EACH WAY