Approved Plans - MCU20/0151 & OPW20/0241

           -
   APPROVED PLAN
MCU20/0151 & OPW20/0241
   NOOSA COUNCIL
   21 JANUARY 2021
           -


[OCR of page images]
 

RECTANGULAR PONTOONS

 

 

 

 

 

 

 

 

 

 

 

U SHAPED PONTOON

= 8000 TO eas ote TO 15000 ap 800
>}

L SHAPED PONTOON

To 15000
soo 0 ae 500

CAST ALUMINIUM

MOORING CLEAT 2 M12 S.S L BOLTS

WELDED TO 12 S.S BAR

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2-8@ FRP REBARS IN
TOP OF ALL BEAMS
UNDER DECK MESH

      

 

 

 

 

 

100 THICK CONCRETE DECK
8¢ FRP REBAR 150mm CRS
25mm COVER TO EXPOSED

SURFACES

 

 

 

 

 

 

 

 

  

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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= as 5 5522 aes fo P Pepa SSSSSSTS SS} 1"; 1 — EI
SeS8x 8x gy So 8x ql F-100 ; wl
S5 BS 8 NOT APPLICABLE ROg Bx M LEFT HAND g6 8s 400 8 I i |g FRP REBAR IN BOTTOM =
= o= #n=]4 mM i OF ALL BEAMS 20 MIN. COVER |
tt = 4 [ NOT APPLICABLE |+—+ yp cugar peralL | [ Aw 5
| | | SCALE 1:20 6¢ SS LIGS TYP BEAM DETAIL $
rom To 10000 ———~ a L a L _| L 300 CRS -Hi20 sane 1:20 3
cc 500 gaao 10 15000 JSP—208 PERIMETER FRAME ENSURE BARS EXTEND FULLY
| t 500 —+{ L500 TYPICAL TO ALL PONTOONS TO INSIDE EDGE OF FRAME 88 FRP REBAR =
pore ae eee eS = 3 NOTE: | [* EACH WAY
re) : i fot ees eee ee ees =
NOT APPLICABLE [% 7 BEAMS NOT REQUIRED FOR PONTOONS Sy Qu 1 | | =
ae ° 8 LESS THAN 8000 IN LENGTH 32 35 RIGHT HAND es Zl
SSS + 8 / = 380 - 400 bee coud
t + 7—-UNOT APPLICABLE 3 STANDARD FREEBOARD ae 6¢ S.S LIGS—300 S|
| | FOR FLAT DECK PONTOONS =
10100 TO 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS a L 4 water UNE /) |= a = >
EQUAL NOT TO SCALE SO - =
meen | —— aS
500 peor ar SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION SUES Wi be ERP EGR -
| | | SEE PILE BRACKET ORAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY &
SDD ee aaa Qo
Sy 8 - 3-126 SS CORNER BARS _/ 3-120 FRP REBAR <
NOT ae ABLE sei AT ALL BEAM INTERSECTIONS LAP ANY JOINS el
_ — _ “ Ss 800mm MIN.
= Se eee CT 5S PROVIDE 3-128 FRP REBAR CORNER BARS, S
{ g PROVIDE 1 FRP BEAM LIG 500 LEGS, TO ALL BEAM INTERSECTIONS. o
_ OVER ANCHOR WEB OF ALL ALTERNATELY 12mm, GRADE 304 S.S BARS NOTES: B
WELDED FRAME CORNERS MAY BE USED. OTES: , x
ps All concrete work to comply with AS3600. All concrete to be grade N50 (5OMPa).
eee Cover to reinforcement to exposed surfaces to be 25mm minimum. Ss
MAX DRY STORED BOAT DISPLACEMENTS T ot TK 10¢ $.S BARS @ 150 CRS EACH SIDE OF RAMP! LAPPING 400mm Reinforcing to be minimum of 8mm FRP bars at 150mm centres in each 4
JSP-208 | PAST DECK TRANSVERSE BARS & RAMP TRANSVERSE BARS. direction U.N.O. All 89 bar laps to be 320mm. All 12¢ bar laps to be 480mm. 2
PONTOON ;PONTOON WIDTH |PONTOON WIDTH PONTOON PERIMETER FRAME p 150] ROUND BARS INDIVIDUALLY BENT TO SUIT LOCATION OF RAMP ee
LENGTH | 3.5m — 4.5m 3m MINIMUM byes See eT TT All aluminium work to comply with AS1664. All welds to be Smm CFW. 9
Weft i “| — All butt welds to be full penetration. Aluminium to be grade 6351-15. &
15m 3.5t 2.9t j Surface of aluminium in contact with concrete to be coated with zinc chromate a
| I i ivalent. z
YN primer or equivalen z
14m 3.25t 2.75t 150 DEEP YO | | FLOAT A BOAT| RAMP FORMED INTO PONTOON DECK Fabrication tolerance + Smm. a
12m 3.0t 25t TRANSVERSE END BEAM i i 80 FRPIREBAR 150 CRS EACH WAY All bolts and fittings to be 316 stainless steel. 8
- - 2 betel a} mm | a
10m 2.75 2.3t CAST UNDER RAMP DECK gS aN] NOT APPLICABLE Flotation to comprise of grade SL expanded polystyrene foam with approved &
am 2.4t 2.1t / protective coating. The approved protective coating for the pontoon will form an =
- - XTRA 4 / 86 FRP REBAR impervious barrier to water & marine organisms; and is suitable for the marine
8m 2.0t 1.8t APPROVED PLAN il ; PLAN VIEW environment. ®
7m 1.8t 1. C ty Ss
ot MCU20/0151 & OPW20/0241 ft | (tes — 84 Pontoons with Float-A-Boat ramps to have dry stored boat fully winched onto S
6m 1.5t 1st NOOSA COUNCIL i po TT TT pontoon with 1m clear at rear. Sg
150 | So
5m 1.0t 0.9t 21 JANUARY 2021 Ln This pontoon facility has been designed to comply with all relevant Australian =
Kee —- eee eee LE LL LL LLL Standards. 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 al
2080 SCALE 1:50 reserve frechoors: we momen poner of tne ponteon does not emerge from the §&
450 STANDARD FREEBOARD water, an fe angie of Ult will not exceer . 2
150 1780 150 F.A.B PONTOONS
150 MOORING CLEATS WAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo. (Structural & floatation) 8
DAM 1 { I aot Pn Sar 1.5 kPa (Stability unrestricted access) x
NOT APPLICABLE — a NOT APPLICABLE SSS SSS 2.0 kPa (Stability restricted access) a
tlt ee eee eS Sl ______.------- 2
- cos fl cps co ss Some spe = I PONTOONS SUITABLE FOR PROTECTED SITES ONLY. g
ONS S 2
FOAM FLOTATION UNIT BAP GEE FOAM FLOTATION UNIT MAXIMUM WAVE HEIGHT: 300mm. =
BOAT WAKE: 500mm. a
FRONT ELEVATION MAXIMUM WIND VELOCITY: 41 m/ 5
RAMP END VIEW “mt mj 2
=

 

 

 

 

 

 

 

 

ist Floor, 28 Balaclava St
Ee QLD 4102
Mob +61 447 950 427

 

ISSUED FOR EDGE ENGINEERS

WA_| 979720 { Tc

 

ABN 66 099 997 98) €[email protected]

 

 

 

 

 

 

D

c BAR SPACING REDUCED TO 150 CRS TT? CHECKED:
B BAR DETAILS ALTERED iN RAMP DETAIL 2/11/16) .
REV) DESCRIPTION BY | DATE |APPD

 

 

 

 

 

_ |RPEQ:

 

 

 

 

 

E= RDCE Consulting Engineers) = THE MARINA SPECIALIST cu: J PRICE = RP REINFORCED PONTOON CONSTRUCTION
TRADING AS ACN 010635119 18 RON PARKINSON CRES i LOT 140 (48) MOSSMAN CT STANDARD FLAT DECK AND FLOAT A BOAT PONTOONS
CORBOUND PARK — NOOSA HEADS
THE iett QLD 4551 AUSTRALIA |— DATE: UNITS SCALE: SHEET:
222 puowetor) 5492 5025 [= 28/7/16 [mm las shown) 1 JAS
[DaTe: SPECI <x STANDARD DRAWING DRAWN: CHECKED: APPRD: [DRG No: REV:
1109/2000 | ALIST MA JSP-SD-212 OD

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