Approved Plans MCU22-0205 & OPW22-0310

   NOOSA COUNCIL
   APPROVED PLAN
MCU22/0205 & OPW22/0310
      19 DEC 2022




                          5496   17/09/2020


[OCR of page images]
 

 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0205 & OPW22/0310

RECTANGULAR PONTOONS

 

U SHAPED PONTOON

 

 

 

 

= TO eSthe ote TO eh

CAST ALUMINIUM
MOORING CLEAT

L SHAPED PONTOON

sof TO 00 500

   

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

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

 

2-80 FRP REBARS IN
TOP OF ALL BEAMS
UNDER DECK MESH

100_THICK CONCRETE DECK
80 FRP REBAR 150mm CRS
25mm COVER TO EXPOSED
SURFACES,

    
 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

2
Z|
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5
1 oP a Lt —F 5
| ole Sy fe Tee E
=z 32 i S28 i LEFT HAND 32 32 rn
= 85 R53, gx ao 8s 3-120 FRP REBAR IN BOTTOM =
Sx Sx =
| NOT APPLICABLE in NOT APPLICABLE TYP CLEAT DETAIL |
SCALE 1:20 60 SS LISS oo TYP BEAM DETAIL 3
300 CRS SCALE 1:20 g
500 | be _.| Le _ he — g
8000 To 15000 JSP-208 PERIMETER FRAME ENSURE BARS EXTEND FULLY a
T 500-7 “L500 TYPICAL TO ALL PONTOONS TO INSIDE EDGE OF FRAME 80 FRP REBAR =
8 NoTE: 1 1 ___ ————_ =e [™ EACH WAY E
7 BEAMS NOT REQUIRED FOR PONTOONS Sy So " t t a
8 LESS THAN 8000 IN. LENGTH 32 38 RIGHT HAND i eu w
8 82 380 - 400 cick FI S|
1 a NOT APPLICABLE BS STANDARD FREEBOARD 69 S.S LIGS-300 5)
| FOR FLAT DECK PONTOONS 2
10100 To 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS i | A WATER LINE__//| >
EQUAL NOT TO SCALE
7 — — 08 SEE SITE & LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION pore WII Oe ERE REBAR a
t SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY 2
e
8 3-126 S,S CORNER BARS _/ 3-120 FRP REBAR q
| 1 AT ALL BEAM INTERSECTIONS LAP ANY JOINS a
8 800mm MIN. a
8 PROVIDE 3-120 FRP REBAR CORNER BARS, a
1 2 PROVIDE 1 FRP BEAM LIG 500 LEGS, TO ALL BEAM INTERSECTIONS. el
= OVER ANCHOR WEB OF ALL ALTERNATELY 12mm, GRADE 304 S.S BARS . 3
WELDED FRAME CORNERS MAY BE USED. NOTES: z
pe All concrete work to comply with AS3600. All concrete to be grade N50 (SOMPo).
See eee Cover to reinforcement to exposed surfaces to be 25mm minimum, g
MAX DRY STORED BOAT DISPLACEMENTS ro hh 100 S.S BARS @ 150 CRS EACH SIDE OF RAM! Reinforcing to be minimum of 8mm FRP bars at 150mm centres in each s|
IsP-208 \ PAST DECK TRANSVERSE BARS & RAMP TRANSVERSE BARS. direction U.N.O. All 86 bar laps to be 320mm. All 126 bar laps to be 480mm. >|
PONTOON )PONTOON WIDTH |PONTOON WIDTH PONTOON PERIMETER FRAME 150 | |/ Roun BARS INDIVIDUALLY BENT TO SUIT LOCATION OF RAMP ox|
LENGTH | 3.5m — 4.5m 3m_ MINIMUM to 1 —— —— All aluminium work to comply with AS1664. All welds to be 5mm CFW. S|
Ss All butt welds to be full penetration. Aluminium to be grade 6351-T5. g
15m 3.5t 2.9t | Surface of aluminium in contact with concrete to be coated with zinc chromate — &
- - | 1 lent. z|
primer or equivalent z
14m 3.25t 2.75t 150 ore soo iid FLOAT A BOAT, RAMP FORMED INTO PONTOON DECK Fabrication tolerance + Smm. a
12m 3.0t 2.5t _ TRANSVERSE ENO BE TT 8 FRP|REBAR 150mm CRS EACH WAY All bolts and fittings to be 316 stainless steel. 3
10m 2.75t 2.3t 5 | | NOT APPLICABLE Flotation to comprise of grade SL expanded polystyrene foam with approved g
Om 2.4t 2.1t protective coating. The approved protective coating for the pontoon will form an
|) I SEXTRA 4 / 80 FRP REBAR impervious barrier to water & marine organisms; and is suitable for the marine
on ae 1 # | PLAN VIEW environment. @
itl 5
m ee rr Pontoons with Float-A-Boat ramps to have dry stored boat fully winched onto
6m 1.5t 1.3t Trp.) pontoon with 1m clear at rear. 3
150 2
Sm 1.00 0.8 This pontoon facility hos been designed to comply with all relevant Australian 2
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 2
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 corer of the pontoon does not emerge from the |
6 rao i 450 STANDARD FREEBOARD : water, and the angle of tilt will not exceed 15° eI
150 FAB PONTOONS i MOORING CLEATS MAXINUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation) 8
c x aot i t se _ sa 1.5 kPa (Stability unrestricted access) x
~— — 2.0 kPa (Stability restricted access) a
WATER LINE NOT APPLICABLE Qa
ATER LIN . - - PONTOONS SUITABLE FOR PROTECTED SITES ONLY. g
FOAM FLOTATION UNIT 150 FOAM FLOTATION UNIT _ MAXIMUM WAVE HEIGHT: 300mm. s
RAMP DEPTH BOAT WAKE: 500mm. s
RAMP END VIEW FRONT ELEVATION MAXIMUM WIND VELOCITY: 41 m/s. a

  

 

  
  
 
        

 

 

 

 

     

 

EE: HOCE Consulting Engineers
st Floor, 28 Balaclava St
Ee: QLD 4102
Mob +61 447 950 427
ABN 68 090 997 985 [email protected]

JGuENT

THE MARINA SPECIALIST

TRADING AS ACN 010633119 18 RON PARKINSON CRES

fiTce:

 

 

CORBOUND PARK
ety.

PHONE(07) 5492 5925

 

 

 

 

 

 

 

 

D ISSUED FOR EDGE ENGNEERS w[ 979770 TC
c BAR SPACING REDUCED TO 150 CRS TT 7
B [BAR DETAILS ALTERED N-RAMP DETAIL (VARY AC a fear

REV DESCRIPTION BY | DATE _|APPO| WM

 

 

5496

DATE:
17/09/2020

AS 1100

QLD 4551 AUSTRALIA
= SPECIALIST

 

 

 

 

 

   

 

 

SE HARLE FRP REINFORCED PONTOON CONSTRUCTION
LOT 221 (34) COORAN CT STANDARD FLAT DECK AND FLOAT A BOAT PONTOONS
NOOSA HEADS ORE TS BRE SHEE

PROVE 28/7/16 | mm JAS SHOWN] 1

STANDARD DRAWING Tran CHEGRERAPPRD> YORE Wo oa
MA JSP-SD-212__D