Approved Plans - OPW14/0034

      -
 NOOSA COUNCIL
APPROVED PLANS
   OPW14/0034
   1 APR 2014


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RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON 2-N12_ BARS IN TOP arcane

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
   
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OF ALL
so | ceo 3 sco} = amo 9 18000 — 120 = 8000 TO 15000 ————=+1_ 59 UNDER DECK MESH \ PEE To) Boose) SUES
- —t L
ry = 2 “hee, LQ J. Spa =a= =a alana il TR = === Agee. ol ~f
gs BaD 83 tL ew i. 28 2 Bz 5 Ler anys ¢ ~ 28 B33
Gee ee = bu - RY 83|/-2---s0b=-=--=--] 1-N24 BAR IN BOTTOM
mt | {1 7 —~ i Tt [ : =k Au [~~ OF ALL BEAMS 25 COVER
TYP BEAM DETAIL
| = | LL —| io! eSk= E00 SCALE 1:20
soo = a TO 15000 |--soo -—-JSP-208 PERIMETER FRAME
NOTE: an ~ TYPICAL TO ALL oh MESH fan bs
BEAMS NOT REQUIRED FOR PONTOONS ! FESEEaaaaaa | | Sac J smn i
LESS THAN 8000 IN LENGTH 82 28 racer Han «SD , |
Pen - = <p tyes - 4 - (88
: 6 v] TY aeates ms
STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS
_| L. . . . L_WATER UNE
500—~! Eze 1 500 NOT TO SCALE
Cc PACING | SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 25mm THICKENING ALONG ALL
{ Ny T SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS SIDES WITH 200 WIDE SLB
pene oe =5| g : MESH STRIP UNDER ANCHOR WEB
" 4 45 Q 28 i
ba = a = aS 3 960mm MIN.
i I NOTES:
= | All concrete work to comply with AS3600. All concrete to be 50 MPa.
a a Cover to reinforcement to exposed surfaces to be 40mm minimum.
ae nT SR i | TYPICAL X 120 TRANSVERSE END re a minimum of 5mm bors at 100mm centres in each
7 _ | A Al INCLUDED IN ALL FLOAT All joins in mesh to have min. lap of 1 mesh square + 25mm.
PONTOON |PONTOON WIDTH |PONTOON WIDTH =m 150 |!
LENGTH | 3.5m — 4.5m |. 3m MINIMUM FOR PONTOON SIDES WHERE AW PuE LLL ff ST ee Sey cn Muntiion bo grote s351Te-
BRACKETS, ACCESSORIES AND OR PONTOON + 7 a ! ~
15m 3.5t 2.9 CONNECTIONS ARE. REQUIRED ‘| | / FLOAT A BOAT] RAMP FORMED INTO PONTOON DECK See terme eT Sl Sacre tp yp comed wre
14m 3.25t 2.75t ty oy 2 : Fobrcetic tolerance tt 5mm.
lam 13. 25 i} 3 \S All bolts ond fittings to be 304 or 316 stainless steel.
10m 275t A NAw3t 2 Heit} — pe — Flotation to compris cof grade SL expanded polystyrene foom with
9m 2.4.00 2.1 2 \ / Y12-50 = W approved protective coating approved protective coating for the p
j ~ toon will form barrier to water & marin nd
am aoe ust pw Woy ~ PLAN NOOSA COUNCIL Peis fate cite extranet. marine organisms; and, |
7m 1.8t 1.5t ota APPROVED PLANS Pontoons with Float-A-Boat to have dry stored boat fully winched 3
om Lt it T ISP-207 1sot SSS OPW14/0034 Vf onto pontoon with tm clear at rear. 7 pat fly win a
Sm 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY | This pontoon facifty has been designed to ith all relevant
REQUIRING FENDERING TO BE ATTACHED I 1 APR 2014 Australian Storch The eaaiion wil be sible a times, the pontoon
| has been designed so that when the specified stability live load is 5
Ju — ~~ ~~ - |. -- ~~~ ---- -- -- ~~~. -- ~~~ eerietied vee pal thelial of the ports ond os ie ee
s reserve
‘ = 770 STANDARD OVERALL us BOAT RAMP OPTION prion dee not emerge from the water, and the angle of tt wil not
L150, 450 STANDARD FREEBOARD 1:50 creed 15:
aay JOORING CLEATS
mk ~ [ ! ak = MAXIMUM DESIGN LIVE DECK LOADING: 3.0 - (Structural & floatation) =
ams === : =e SS — 1.5 kPa (Stability unrestricted access) 7
| WATER JUNE | se] 5 - > ee we - 2 fe | - = = es ewe ee | i~ = = af e =e = ae “i” 2 ee Pa. a---rld----2------2-2--<-=- = i 20 kPa (Stability restricted access) |
FOAM FLOTATION UN. 150 QO Foun rlotanon unt o PONTOONS SUITABLE FOR PROTECTED SITES ONLY.
RAMP DEPTH a STATON WAXMUM WAVE HEGHE: 300mm.
RAMP END VIEW WAXIMUM WIND VELOCTY: 41. m/s.
THE MARINA SPECIALIST Gerdn CUNT: NAA BY TE: PONTOON CONSTRUCTION DETAILS _—)
TRADING AS ACN 010633119 2 INDUSTRIAL AVE a © Aen: 051 074 992 jen (ss) WYyune Se
THE CALOUNDRA (Cardino (Qid) Pty Lid Ph (07) 3369 ~

  
  

 

 

 

 

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Level 1, 5 Gardner Close, Mitton 4064 Fax (07) 3369 9722 MWS AVILAK SCALE: DATE: 7
P.O. Box 388, Toowong 4088. PROJECT: AS SHOWN 31/8/05 | JSP—SD-100
; 238 Fr é STANDARD DRAWING ch
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4/13) STABILITY NOTES ADDED ENG oA “sl
ORE seed 2 || Jered as
DATE i AMENDMENT SPECTALIST