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RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON Toone cre 2 M12 SS L BOLTS 2-84 FRP REBARS IN 100 THICK CONCRETE DECK &
e000 10 15000 WELDED 70 120 SS BAR TOP OF ALL BEAMS 86 FRP REBAR 150mm CRS 3
Lf fe = b s00 oof ON TO ee ap so sof TO 18000 "1.500 ee UNDER DECK MESH 25mm COVER TO EXPOSED 5
— —L; 7 SURFACES a
ceesesssea=-Ht fT 7 opessss = ef Tr a 4 endl EI
= ia Ll
RSBS #3 NOT APPLIC BLE Rogy gy] | a ag82 7 on 1 Vals t00 RP REBAR IN BOTTOM |
es252555522+5 L A S82 3 INOT APPLICABLE 8 ia
} | YF } t i OF ALL BEAMS 20 MIN. COVER |
TYP CLEAT DETAIL i 4 2
T 1 L T | Ale zg
~~. 8000 TO 10000 ————+4 | _] SCALE 1:20 6¢ S.S LIGS Lo TYP BEAM DETAIL 2
= s00 sen _l L_ | L | L_ 300 CRS 120 SCALE 1:20 =
8000 To 15000 JSP-208 PERIMETER FRAME ENSURE BARS EXTEND FULLY a
ee | | b 500+ rT 7 L500 TYPICAL TO ALL PONTOONS TO INSIDE EDGE OF FRAME 8¢ FRP REBAR Z
Ip = Sy 3 NOTE: t oS: 150 EACH WAY |
NOT APPLICABLE 2 yt BEAMS NOT REQUIRED FOR PONTOONS a -o, |. = _ | [ | g
er 3 LESS THAN 8000 IN LENGTH Be 3s RIGHT HAND Oo; uw
SS 2 Sx a I
! os 380 — 400 “ne A Fy
t + 7—-UNOT APPLICABLE n= STANDARD FREEBOARD ae 68 S.S LIGS-300 5
| | FOR FLAT DECK PONTOONS =
10100 TO 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS 4 water UNE /) |= a = =
|| EQUAL NOT TO SCALE —| L rn a &
(7 500 peor “| /=— 500 25mm THICKENING ALONG ALL z=
SEE SITE é& LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION SIDES WITH 80 FRP REBAR R50 TYP a
| | t SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY ey
=== Jot =S=5] S =
NOT APPLICABLE ay & - 3-120 S.S CORNER BARS | 3-126 FRP REBAR a
Qs 2 AT ALL BEAM INTERSECTIONS LAP ANY JOINS 2
Oe Tt 8 PROVIDE 3-124 FRP REBAR CORNER BARS, an * FS
{ g PROVIDE 1 FRP BEAM LIG 500 LEGS, TO ALL BEAM INTERSECTIONS. a)
= OVER ANCHOR WEB OF ALL ALTERNATELY 12mm, GRADE 304 S.S BARS a
1s WELDED FRAME CORNERS MAY BE USED. NOTES: z
fh . concrete work to comply with AS3600. All concrete to be grade N50 (50MPa). &
| ‘aver to reinforcement to exposed surfaces to be 25mm minimum. S
MAX DRY STORED BOAT DISPLACEMENTS Tsp 08 a NS 10¢ S.S BARS @ 150 CRS EACH SIDE OF RAMP! LAPPING 400mm Reinforcing to be minimum of 8mm FRP bars at 150mm centres in each “|
| PAST DECK TRANSVERSE BARS & RAMP TRANSVERSE BARS. direction U.N.O. All 8% bar laps to be 320mm. All 12¢ bar laps to be 480mm. 2
PONTOON ;PONTOON WIDTH |PONTOON WIDTH PONTOON PERIMETER FRAME p19} ROUND BARS INDIVIDUALLY BENT TO SUIT LOCATION OF RAMP L ° w
LENGTH | 3.5m — 4.5m 3m MINIMUM ; Se ee OO OO All aluminium work to comply with AS1664. All welds to be Smm CFW. 3
en “| All butt welds to be full penetration. Aluminium to be grade 6351-5. &
15m 3.5t 2.9t | I Surface of aluminium in contact with concrete to be coated with zinc chromate =
14m 3.25t 275k 150 eee eat || pil FLOAT A BOAT) RAMP FORMED INTO PONTOON DECK primer or equivalent am =
12m 3.0t 2.5t TRANSVERSE END BEAM i 1 | All bolts and fittings to be 316 stainless steel. 8
a 2 75h 7 3t CAST UNDER RAMP DECK 8 1. I 89 FRP/REBAR 150mm CRS EACH WAY | a
: : S Flotation to comprise of grade SL expanded polystyrene foam with approved e
am 2.4t 21t ; IRA 4 EHP NOT APPLICABLE protective coating. The approved protective coating for the pontoon will form an g
8m 20k 78t il / 80 REBAR Pian VIEW impervious parer to water & marine organisms; and is suitable for the marine |
environment. a
7m 1.8¢ 15t hol 5
: (tes | _ 4s Pontoons with Float-A-Boat ramps to have dry stored boat fully winched onto 2
6m 1.5t 1st ” ,
: ia aa 150 ; PS pontoon with 1m clear at rear. gS
m . . Ss
Uy This pontoon facility has been designed to comply with all relevant Australian =
ke —- eee eee LE LL LL LLL sands. The pontoon will be stable at all times. The pontoon has been =
designed so that when the specified stability live load is distributed over half the &
770 STANDARD OVERALL FLOAT A BOAT RAMP OPTION width of the pontoon and over the walkway; there is not less than 75mm of =
2080 SCALE 1:50 reserve freeboard; the bottom corner of the pontoon does not emerge from the §&
150 +780 ‘0 450 STANDARD FREEBOARD water, and the angle of tilt will not exceed 15°. o
F.A.B PONTOONS MOORING CLEATS -
150 MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation) 8
SAUD — 1 { Se — as = Se = 1.5 kPa (Stability unrestricted access) a
NOT APPLICABLE | == rt === NOT APPLICABLE 2.0 kPa (Stability restricted access) a
Sou PEN UT 10 FOAM FLOTATION UN tti(i‘ts=‘Cs~t*~S~*s™ PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 2
MAXIMUM WAVE HEIGHT: 300mm.
RAMP DEPTH BOAT WAKE: 500mm. : z
RAMP END VIEW FRONT ELEVATION MAXIMUM WIND VELOCITY: 41 m/s. |
=
e
Esso . THE MARINA SPECIALIST | ; PRICE = RP REINFORCED PONTOON CONSTRUCTION
DING AS i 1
ES. auD 4102 010655119 16 RON PARKIN RES fe NOOGS, ie) MOSSMAN cT STANDARD FLAT DECK AND FLOAT A BOAT PONTCONS
D ISSUED FOR EDGE ENGINEERS MA_| 979720 ABN 66 099 997 98) [email protected] THE jetty eet Se | PROJECT: 38 /7 /1 6 us AS SH oer A83
Cc BAR SPACING REDUCED TO 150 CRS TI/17 - REF PHONE(O7 : AS SHOWN i
B [BAR DETAILS ALTERFO IN RAMP DETAIL VAFARVALS ae _ | RPE: DATE: SPECIAL (07) S492 S925 2 STANDARD DRAWING DRAWN: CHECKED: a DRG Nar REV:
REV DESCRIPTION BY | DATE [APPD 5496 1709/2020 | = IST MA JSP-SD-212__D