Approved Plans · OPW12/0241

 

RECTANGULAR PONTOONS

 

U SHAPED PONTOON

L SHAPED

PONTOON

2-Ni2 BARS IN TOP

 

 

 

 

 

 

100 THICK CONCRETE DECK
p_1 LAYER G445A MESH 40mm
COVER TO EXPOSED SURFACES

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 
 
 
 
  
 
  
 

 

 

 

 

 

 

a
—a
=|
000 TO 15000 ar les OF ALL BEAMS a
S001. S006 7 F500 500-f gp8, 70: 16008 = Lsoo soo Fé 6000. TB 45000 +-s00 UNDER DECK esi | 5
; 3 i
Tw Ge ee oekilet | iz qoeepot poss SSS oF Lies E
Oy oy & Sy We Ir ly a 2y Sy Lf S|
Se¢peq pe 1 Tel. : il Te Be Ww
BOGE OF ho LOSS Sok te wut aig s | 2-Ni BARS IN BOTTOM e
Be Sees ee esas sf eS = eS Eero > « as “Ne A wl
TI be 1 f oF | 7 “ f ] a | OF ALL BEAMS 25 COVER =O
, S|
4k yk a ie >| Z
: 12 5
000 TO 1500 TYP BEAM DETAIL a
d S001 Ro yas SCALE 1:20 7 #6
B NOTE: cesses = 00 Ie E
x BEAMS NOT REQUIRED FOR PONTOONS 9; o ww -3 JSP-208 PERIMETER FRAME =
S THAN N Bz xe I Hl ud
3 LESS THAN 8000 IN LENGTH BE of | 82 TYPICAL TO ALL PONTOONS =
8 1 eeseeeeets|og
i ] TP 1% =a /S445A MESH 5
i | 2
STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS z
9 = 380 STANDARD FREEBOARD Pa
na NOT TO SCALE FOR FLAT DECK PONTOONS &
SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION a
] ai SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS - - . - WATER LINE _ Z|
q oOo
gu ¢ “, 25mm THICKENING ALONG ALL <
oh } SIDES WITH 200 WIDE SL8 2
7 “6B MESH STRIP UNDER ANCHOR. WEB z
9
i Al 670 STANDARD OVERALL | §
= FOR FLAT DECK PONTOONS x
| tthe: | ; om 7 5
MAX DRY STORED BOAT DISPLACEMENTS _ he FAM’ TO” BH INCLUDED IN ALL FLOAT Se ed Ges sitacers be eme.meeuie. 3
PONTOON |PONTOON WIDTH |PONTOON WIDTH | ieeiga 150 ||! A BOAT PONTOONS Lo einer Rss minimum of 5mm bars at 100mm centres in each eu
LENGTH 3.5m - 4.5m 3m_ MINIMUM FOR PONTOON SIDES: WHERE ANY PILE C | Rae SS Sts ao i ee ire NO. e
BRACKETS, ACCESSORIES AND OR PONTOON + 1h All aluminium work to comply with AS1664. All welds to be 5mm (FW. = =
15m 3.5t 2.9t CONNECTIONS ARE REQUIRED | | FLOAT A BOAT} RAMP FORMED INTO PONTOON DECK All butt welds to be full penetration. Aluminium to be grade 6351-15. =I
14m 3.25t 2.75t I \ 8 Surface of aluminium in contact with concrete to be coated with zinc
= | 2 cromate primer or equivalent. w
12m SiOte 29 # ZLOt 4 | Fabrication tolerance + 5mm. 2
10m 2.75. 2.3t 5 : -| + ae | All bolts ond fittings to be 304 or 316 stainless steel. 2
9m 2.4t 2.1t mS | q Flotation to comprise of grade SL expanded polystyrene foam with &
: | + approved protective coating. The approved protective coating for the a
8m 2.04 1.8t I pontoon will form an impervious barrier to water & marine organisms; 5
7m 1.8 1.5t du + and is suitable for the marine environment. 2
fim 1.5t ua JSP-207 I SUNSHINE COAST i DIL. Pon ‘oons with Float-A-Boat ramps to have dry stored boat fully winched e
5m 1.0t 0.9t MAY BE USED FOR PONTOON SIDES ONLY | A , ontd pontoon with 1m clear at rear. Z
REQUIRING FENDERING TO BE ATTACHED | APPRO : _ ; t=
1 This| pontoon facility has been designed to comply with all relevant 2
pee ast ay ey spe Ei ia ae Bh er etd 49-02 pe —le — preqie on Australion Stondards. The pontoon will be stable at all times. The
= a =e pontoon has been designed so that when the specified live load is a
-740 STANDARD OVERALL FLOAT A BOAT RAMP OPTION distfibuted over half the width of the pontoon and over the walkway; =
# Lene etree eee there is not less than 75mm of reserve freeboard; the bottom corner of F|
15 [" STANDARD FREEBOARD SCALE 1:50 OORING CLEATS the pontoon does not emerge from the water, and the angle of tilt will - t5
d 15° S|
1. { Sad spl = not exceed 15° a
- >I
Leas fF = a MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo. a
MATER LINES my Te oe Ye med gees jt es) se ma am fest eile PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 2
FOAM FLOTATION UNIT 150 FOAM: FLOTATION. UNIT MAXIMUM WAVE. HEIGHT: 300mm, ‘ 5
weil FRONT ELEVATION Teint Wat eee 2
RAMP END VIEW MAXIMUM WIND VELOCITY: 41 m/s. :
THE MARINA SPECIALIST Gard CUENT: Zomyy cogp FOC FPN | IME PONTOON CONSTRUCTION DETAILS .
TRADING AS ACN 010633119 2 INDUSTRIAL AVE a FYE ton: 051 074 992 27 AweEsa ADE
THE CALOUNDRA Gagne (Ge) Fry, Ph (07) 3369 9822 MeosaA CEAKS
QLD. AUSTRALIA 4551 Level 1, 5 Gordner Close, Witon 4064 Fox (07) 3369 9722 pees oS SCALE: DATE: DRAWING NO:
PHONE (07)5492 5925 | [P:0- Bex 386, Toocna 1066. Email: [email protected] | PROJECT: STANDARD DRAWING AS SHOWN 31/8/05 | JSP—SD-100
B 17/6/06 | EACH N16 BEAM BARS REPLACED WITH 2-Ni2|_ JSP FAX (07) 5492 6699 | | CHECKED: Leo tr— R.P.E.Q. DATE: DRAWN =| CHECKED [DIMENSIONS ISSUE A3
\NO|_ DATE AMENDMENT ISSUE/ Sb67 [2-10-06 MA MILLIMETERS B J)