Approved Plans MCU20-0137 & OPW20-0220 · MCU20/0137

           -

   NOOSA COUNCIL
   APPROVED PLAN
MCU20/0137 & OPW20/0220
      14 JAN 2021


[OCR of page images]
 

RECTANGULAR PONTOONS

 

 

 

 

 

 

 

 

 

U SHAPED PONTOON

r= 8000 TO ak se | TO eke sof To 15000

L SHAPED PONTOON

10

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CAST ALUMINIUM
MOORING CLEAT

2 M12 S.S L BOLTS
WELDED TO 126 S.S

 

 

 

   

 

 

 

 

 

 

 

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

BAR

 

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

  
  

 

  
 

 

 

 

 

  

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RAMP END VIEW

FRONT ELEVATION

MAXIMUM WIND VELOCITY: 41 m/s.

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+ ax ax + os 4 100

25 83 - NOT APPLICABLE 88g 4 8x ! LEFT HAND Ro BS 400 8 i 3-128 FRP REBAR IN BOTTOM =
SSS == = 5 555553 6 B=] 4 ) { 5 OF ALL BEAMS 20 MIN. COVER 4
mi | | NOT APPLICABLE TYP CLEAT DETAIL | | J 9
8000 TO 10000 a | | SCALE 1:20 69 SS UGS [tig IYP BEAM DETAIL 3
/+——_ 300 CRS SCALE 1:20 =
H+{ J 500 LL 500 | L _.| Le | | z
000 To 15000 USP-208 PERIMETER FRAME ENSURE BARS EXTEND FULLY 2
| | I 500 —+{ r— al | s00 TYPICAL TO ALL PONTOONS TO INSIDE EDGE OF FRAME 89 FRP REBAR =
pee ee ee ee eee { S NOTE: ! [ EACH WAY
w A a a a |
NOT APPLICABLE ey BEAMS NOT REQUIRED FOR PONTOONS Sx eu ” T 1 =
- og LESS THAN 8000 IN LENGTH BS 8% RIGHT_HAND 25 : =
OE "T+ m4 Sz 380 - 400 C F
{ boty NOT APPLICABLE BS STANDARD FREEBOARD ey 69 SS LIGS-300 5
l) | FOR FLAT DECK PONTOONS =
/———10100 To 15000 ———— STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS _= fb wster une /] aay >
EQUAL NOT TO SCALE &
Le} pe — THICKENING ALONG Al x
200 pene" 7 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION 2 oe iti go. ERP. REBAR R50 TYP 4
| ¥ SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY z
ee ee LL J { a
ST 3-128 S.S CORNER BARS / 3-126 FRP REBAR | <
NOT APPLICABLE Sg i AT ALL BEAM INTERSECTIONS LAP ANY JOINS 2

“ 800mm MIN.
= SS ae ee CT B PROVIDE 3-128 FRP REBAR CORNER BARS, Ss
t 2° PROVIDE 1 FRP BEAM LIG 500 LEGS, TO ALL BEAM INTERSECTIONS. a
= OVER ANCHOR WEB OF ALL ALTERNATELY 12mm, GRADE 304 S.S BARS NOTES: a
FRAM RNER' . * <|
pe | weve RAVE CORNERS MAYIEE USED All concrete work to comply with AS3600. All concrete to be grade N50 (SOMPa). &
SS Cover to reinforcement to exposed surfaces to be 25mm minimum. Ss
MAX DRY STORED BOAT DISPLACEMENTS T Wy 109 S.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. Ail 86 bar laps to be 320mm. All 12¢ bar laps to be 480mm. ze
PONTOON |PONTOON WIDTH |PONTOON WIDTH PONTOON PERIMETER FRAME 180 | J. ROUND BARS INDIVIDUALLY BENT TO SUIT LOCATION OF RAMP _ a
LENGTH | 3.5m — 4.5m 3m MINIMUM ' Eee ee i — All aluminium work to comply with AS1664. All welds to be Smm CFW. S
mw | — All butt welds to be full penetration. Aluminium to be grade 6351-T5. &
15m 3.5t 2.9t | ; I Surface of aluminium in contact with concrete to be coated with zinc chromate = @
- - primer or equivalent. 2
14m 3.25t 2.75t 150 nEEP Y tp0 | | FLOAT A BOAT; RAMP FORMED INTO PONTOON DECK Fabrication tolerance + 5mm. 3

All bolts and fittings to be 316 stainl teel.
12m 3.0t 2.51 CN ERS END EW 86 FRP{REBAR 150mm CRS EACH WAY | ee oO NOE NO SINE SE 2
10m 2.75t 2.3t s ' "y NOT APPLICABLE Flotation to comprise of grade SL expanded polystyrene foam with approved &
9m 2.4t 2 1t | protective coating. The approved protective coating for the pontoon will form an =
3 Ot 7 8t NOOSA COUNCIL | ! | XTRA 4 / 8¢ FRP REBAR impervious barrier to water & marine organisms; and is suitable for the marine ,,
m : : I I PLAN VIEW environment. a
APPROVED PLAN 5
im 18 1st ft ; ry eee EE }- —! Pontoons with Float-A-Boat ramps to have dry stored boat fully winched onto Ss
6m 1.5t 1.3t MCU20/01 37 & oPw20/0224 | Pp pontoon with 1m clear at rear. gS
=)
on 1.0t 0.9 14 JAN 2021 | 5 This pontoon facility has been designed to comply with all relevant Australian 2
yee 4 Standards. The pontoon will be stable at all times. The pontoon has been eI
& designed so that when the specified stability live load is distributed over haif the ZI
770 STANDARD OVERALL FLOAT A BOAT RAMP OPTION width of the pontoon and over the walkway; there is not less than 75mm of a
: reserve freeboard; the bottom corner of the pontoon does not emerge from the §&
2080 450 STANDARD FREEBOARD SCALE 1:50 water, and the angle of tilt will not exceed 15°. Q
150 1780 150

p30 FAB “ { ae MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPo. (Structural & floatation) S
A o — oe 1.5 kPa (Stobility unrestricted access) a
DAME. _ -]| — are . >
2.0 kPa (Stability restricted access a“
WATER LINE NOT APPLICABLE NOT APPLICABLE [UO Senily a]
po a OO PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 3
FOAM FLOTATION UNIT 150 FOAM FLOTATION UNIT MAXIMUM WAVE HEIGHT: 300mm. =
RAMP DEPTH BOAT WAKE: SOOmm. x
oI
x

 

 

 

GE: EDGE Consulting Engineers}

 

ist Floor, 28 Balaclava St

 

Ee QLD 4102

 

Mob +61 447 950 427

 

(SSUED_FOR EDGE ENGINEERS

 

BAR SPACING REDUCED TO_150_CRS.

 

 

 

BAR DETAILS ALTERED IN RAMP DETAIL

 

 

 

 

D209

DESCRIPTION

 

 

 

MA_[ 979720 [TC ABN 66.099 997 985 [email protected]
poe rat {oor PEG -_
BY | DATE |APPD| 5496 17/09/2020

 

 

 

 

 

THE MARINA SPECIALIST

CUEN: DAKL PTY LTD

™® ERP REINFORCED PONTOON CONSTRUCTION

 

 

 

 

 

 

 

 

 

 

 

TRADING AS ACN 010633119 18 RON PARKINSON CRES i Lot 29 (59) WYUNA DR STANDARD FLAT DECK AND FLOAT A BOAT PONTOONS

THE | ett co FALSTRALI i NOOSAVILE DATE: UNITS SCALE: SHEET: A3
i PROJECT: 28/7/16 AS SHOWN |

SPECIAL or " PHONE(O7) 5492 59251 STANDARD DRAWING ef aL TPP RG Fo me

= MA JSP-SD-212 D