Approved Plans MCU22-0205 & OPW22-0310

Page 2

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




                          5496   22/11/2022


[OCR of page images]
 

NOOSA COUNCIL
APPROVED PLAN

MCU22/0205 & OPW22/0310

19 DEC 2022

 

 

 

PIANO HINGE Ct

CONCRETE VERANDA EDGE

PROPE

—<7_______ PROPERTY.
BOUNDARY

ONNECTION TO

~RL_1.95m

   
      
  

   

12000

APPROX. CANAL

ELEVATION DETAILS
SCALE 1:50

x
PROFILE a

   

 

MIN EMBEDMENT INTO

   

TOP OF PILES R.L 3.2m

PN 83 kNm R.C INSITU PILES

 

 

QUAY LINE

sHAT RL 0.68m,

+ MLW. RL 0.25m
“LAT RL 0.42m

 

 

FOR CONSTRUCTION

 

 
 

 

|4>5

 

 

 

 

Woollongobbo,
Ph: +61 7
[email protected]

‘A__ [FIRST ISSUE TOB 14/10/2022 R pe PEE WE

REV DESCRIPTION DRN_BY DATE ‘APPD WH 5496 2esiv202

 

 

 

=jetty_

 

 

= SPECIALIST

18 RON PARKINSON CR BELLS CREEK QLO 4551
1300 260 878 wnwtismarine.com.au = hone@smarine com.au

 

FUT SE HARLE a nN
LOT 221 (34) COORAN CRT ELEVATION
NOOSA HEADS
OS" BROPOSED PONTOON & CATWALK DRAW a
TIS-04772-02 A

 

 

Page 3

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




                          5496   22/11/2022


[OCR of page images]
 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0205 & OPW22/0310

 

19 DEC 2022

 

 

-

3000

-

rp $000 +

JOISTS AT 550 CRS

 

 

 

 

 

50 x 25 x 3 RHS
TTT
ee ae
ee
Pa cc
a \
lo lo) DECKING 120 x 32 HWD

DIRECTION OF PLANKS
REFER DETAILS

ATWALK 10000—-—-—-—-—-—--—-]

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LAYOUT. PLAN
SCALE 1:100

LOT 221
CP N21857

50 x 25x 3A

(NOTE: FASCIA BOARDS FIXED TO
JOISTS AND TO ALLOW DRAINAGE) \

550 CRS

 
   
 

AT 550 CRS
PED ENDS

/

MAX:

M6 SS CHEMSET BOLTS AT 600 CRS

  

HOLE THROUGH JOIST TO

Bi

 

 

 

 

DECK JOIST DETAILS
SIDE VIEW
SCALE 1:20

 

 

 

 

 

 

 

   

 

 

 

FOR CONSTRUCTION
PRR RM oc crating tiers = uN SE HARLE TE DECKING DETAILS Sey Se
D E , ‘I THE etty. LOT 221 (34) COORAN CRT AS
SPECIALIST. NOOSA HEADS 03
[email protected] —= |PROVECT: DRAWING No: REV:
‘A__|FIRST ISSUE 0B 14/10/2022 LR ere PEN, OAT: 18 RON PARKINSON CR BELLS CREEK QLD 4551 PROPOSED PONTOON & CATWALK TIS-04772-03 A
a DESCRIPTION ORN BVT DATE WPPD hic ee Dar no2n_| _‘t00s80 8 wmaprnesoras © fae ginnarne con

 

 

 

 

 

 

 

 

Page 4

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


[OCR of page images]
 

 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0205 & OPW22/0310

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL SS STEEL WELDING IN ACCORDANCE WITH AS. 1554
* ALL WELDS SHALL BE 4mm C.F.W. UN.O.
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15.
* DIMENSION TOLERANCES U.N.O. SHALL BE:

FABRICATION - + 2.0 MACHINING - UP TO 10mm +0.1

> 100mm + 0.5
ALL ANGLES 21°

LOW WATER,
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER,

> 10 10 100mm +0.2

* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN

ROLLER DETAIL

SCALE 1:5

 

 

 

 

12mm SS PII

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

19 DEC 2022 370
REINFORCING P1970 EXTERNAL STANDARD SIDE PROFILES
FRAME wd | p88 mea — SECTION A seal 1:10 NOT APPLICABLE
FOR 16.0m - 17m LONG LS * NOTE: BENT END OPTION CAN BE e =
1210 INT. CATWALKS ONLY panna aq USED ON ALL SIZED CATWALKS 3 UPRIGH
SCALE 1:25 JSP-202 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm 7.5m MAX:
7 Py ro CRS WITH 4mm AL. RIVETS & COVERED WITH
3 REINFORCED FRAMES TO BE aa 4 COWMERCIAL OUTDOOR CARPET. O8 125 X 25mm CCA 4*-10°
COON orACING Ronee tn eho? 0 _-— TREATED & DRESSED F17 HARDWOOD PLANKS FIXED. t
8 erm 5 Gi ESS $ SCREWS —=
CATWALK nee 8 so X 10 GAUGE STAINLESS STEEL SCREWS T | 5 (UPRIGHT
SP208 aN | m\ (BENT END OPTIONAL ON ALL CATWALKS)
CHORDS + x meme
°
ex 202 a pe ee INOT APPLICABLE _}
‘STITCH WELDED TO CATWALKS WITH TIMBER DECKING. —+{1000 Le ° |
OUTSIDE OF UPRIGHT (1.5kPo & 2kPa LIVE LOAD ONLY) 13m MAX,
EQUAL =
MAXIMUM CATWALK LENGTHS UPRIGHT “NOT APPLICABLE 1 2 82
iT - sy
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa s spacing NOT APPLICABLE __| =
3_UPRIGHTS 75m 6.7m | 6.0m 5.0m 2 MEY
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m 9 UPRIGHT J
7_UPRIGHTS 13.0m 12.2m 11.5m 10.5m L 15.7m MAX: -|
9_ UPRIGHTS 152m _|_13,9m _| 12.5m 11.0m
NOTES: 1 UPRIGHTS (| Tam 6.0m |) 12.7m 11.0m _ 965
«RNG AMERAL To SE ALN TLL eee NOT APPLICABLE ae |

 

 

 

 

 

 

PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER

BASE AT 3500 LONG MAX SECTIONS FOR:
CATWALKS REQUIRING 11 UPRIGHTS
Rg

11 UPRIGHT (BASE BRACING REQUIRED) |

17.7m MAX:

JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
LENGTH AND SPACING TO SUIT STANDARD PIANOH HINGE —
7 TUBE

SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS.

 

JE

[¥ A

200 GAP

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BL M

 

 

 

 

 

 

 

 

 

 

 

 

 

Al

 

 

 

 

 

a’
Bs
——100——

 

 

 

 

 

 

 

 

 

 

 

TYPICAL BASE DETAIL

  

SCALE 1:100

|

TIMBER DECK
JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL
(1.5kPa & 2kPa LIVE LOAD ONLY)

ALUMINIUM DECK

50 X 6 FLAT BAR WELDED TO
HINGE TUBE é& CATWALK END

50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
(NO LONGITUDINAL REQUIRED)

 

 

 

obs BULL BAR
970 NYLON ROLLER 10 rN CHANNEL
107-1 “EACH SIDE OF CATWALK. 70 PIANO HINGE DETAIL
Ie Grkon toe cosaig gare] ~— THE MARINA SPECIALIST PSE HARLE "ME STANDARD CATWALK CONSTRUCTION
Woollongebba, QLD 4102 TRADING 4S ACN 010633119 ConbouND Pane CRES Ss LOT 221 (34) COORAN CT
Mob +61 “ar 350 ar |THE QLD 4551 AUSTRALIA || NOOSA HEADS DATE: UNITS SCALE ‘SHEET:
ABN 6609 997 sas [email protected] PROUECT: 12/3/03 mm AS SHOWN \ A3
iW WAX LENGTHS ANENDED WATT T hopes: re -_ ‘SSS PHONE(OT) 5492 592509)" STANDARD DRAWING x or [ORS Ne
L TSSUED FOR EDGE ENGINEERS Wa 9/9/90 1|* z — SPECIALIST < RAIN: CHECKED, APPRO: ORE No a
Rev DESCRIPTION BY___ DATE _APPO| Hy 5496 14/01/2021 MA JSP-GW-006 M

 

 

THIS DRAWING IS SUBJECT TO COPYRIGH

 

T AND CANNOT BE REPRODUCED IN PART OR FULL OR PAS!

 

ED_ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

Page 5

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


[OCR of page images]
 

 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0205 & OPW22/0310

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ENCLOSED 6 ROLLER
CAGE BRACKET

  

 

6mm ALUMINIUM TREAD PLATE

 

 

 

 

 

 

 

 

 

 

 

19 DEC 2022
ENCLOSED 6 ROLLER
CAGE BRACKET
100-p—s pp 09
p50 100
{ .
— SS a =
Or {o] ay
105
M20 SS BOLTS SECURING
PILE BRACKET TO
PONTOON FRAME TRACK a <a)
SBCTION=A vost
SCALE 1:10 SIDE VIEW
100 x 12 FLAT BAR
100 x 12 FLAT BAR BOLTED
TO PONTOON FRAME WITH 2 N20 SS THREADED BAR
x M20 SS BOLTS TAPPED & FULLY WELDED INTO
CueAT FROM 8 40 x 10 REINFORCING PLATE
100 x 12 FLAT BAR 100 JsP-208 OVERLAPPED BOLTED CONNECTION WITH
7 i” PONTOON FRAME M20 SS BOLT THROUGH BOTH BARS &
S90 == INTO PONTOON FRAME
Y= t
\ Te” ° ‘ery a A
aba, ms ey
‘ev No! j =
\ 100 a 7 Nal |
V \ 0315 “A |
\ 8, 2, 2 3
Vy 9 oO I 5 ¥
6mm PLATE GUSSSET ' 5 |
b TO BOTTOM CORNER Vy . j
s BOTH SIDES \o W¢& © |
3 f at
2 oe 50 x 6 PL_LUGS WELDED TO TOP
e } EDGE OF FRAME TO FIX 6mm AL.
20mm CRANE , NX) fy TREAD PLATE INFILL WITH M12 SS
u <OVA IN. oF BOLTS TO EACH LUG
v Y,
\ o © Z

 

PROJECTED FRAME cower YO

6 ROLLER BRACKET
FIXED WITH 12 x M12 SS BOLTS

ggg

PLAN VIEW

 

GS

 

 

 

REV. DESCRIPTION

HECKED: his

 

 

By | DATE _|APPO|

 

ABN 6 099 997 965, [email protected]

RPEQ:

JSP=209 FLAT BAR
SURROUND FRAME

SNAP IN. FENDER

R300 ROLLED FRAME CORNERS

 

 

 

  

 

SECTION-B > = WALL

SCALE 1:5

NOTES:
ALL ALUMINIUM WORK TO COMPLY WITH AS1664
ALUMINIUM TO BE GRADE 6351-T5
ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665
ALL WELDS SHALL BE 8 CFW UNO
ALL BUTT WELDS TO BE FULL PENETRATION
ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL
BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR
LANOCOTE APPLIED TO ALL CONTACTING SURFACES
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION - + 2.0 MACHINING - UP TO 10mm £0.1
> 10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +.05°

* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

ULTIMATE LOAD CAPACITY = 26kN

 

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

Crichton EDGE Consulting Engineers
‘st Floor, 28 Balaclava St
Woollongabba, QLD 4102
Mob +61 447 950 427

THE MARINA SPECIALIST
TRADING AS ‘ACN 010833119 18 RON PARKINSON CRES
CORBOUND PARK
THE ett QLD 4551 AUSTRALIA
WE A PHONE(Q7) 5492 5925
17/09/2020 | “=” SPECIALIST ** (07) 5492 6699

 

5496

 

 

(CLENT:

PRC

NILE BRACKET CONSTRUCTION TO SUIT

SE HARLE
LOT 221 (34) COORAN CT 0315 PILES & 6 ROLLER BRACKET
NOOSA HEADS DATE: UNITS | SCALE: ‘SHEET: A3
OVECT. 23/09/2019 | mM 1:10 1:5 1 OF 1
STANDARD DRAWING ah fers ‘APPRO: ORG Nei Rev:
TOB Pc__JSP-SD-102-1 A

 

 

Page 6

   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

19 DEC 2022

 

 

 

 

 

6 / NI6 BARS
FULL LENGTH
40mm COVER

R6 HELIX

@ 65 PITCH |

3150 HUMES

uPVC FORMER

6 / N20 BARS
FULL LENGTH
40mm caver \ |

Ré HELIX

@65 PITCH |

315 HUMES

UPVC FORMER

 

 

 

 

 

 

 

 

R6 HELIX

@ 65 PTH

315 HUMES

UPVC FORMER

6 / Ne0 BARS
FULL LENGTH

& 3 / N20 BARS --
TO 2m OF TOP \
40mm COVER A

 

 

INOTA

ICABLE |

[NOT APPLICABLE |

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

 

315% DECK PILE

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

3156 PONTOON PILE

 

 

 

 

 

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

 

 

 

 

 

3156 PONTOON PILE

4006 HUMES

UPVC FORMER” Sy |

6 / N20 BARS

& 3 / N20 BARS
TO 3m OF TOP

MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM L.
BOTTOM OF PILES

 

 

R6 HELIX
@ 65 PITCH Ny

 

FULL LENGTH

40mm COVER

 

 

 

R6 HELIX
@ 65 PITCH NY

4008 HUMES

UPVC FORMER Sy |

6 / N24 BARS
FULL LENGTH

& 3 / N24 BARS
TO 3m OF TOP
40mm COVER

 

 

 

 

 

CABLE |

NOT APP

 

 

 

 

  

GRADE N32 L.

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

400¢ PONTOON PILE

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

 

4006 PONTOON PILE

 

 

 

 

 

 

 

 

 

61kNm
46KNm 83kNm 130kNm 172kNm
> =~ Grit Mee Conating agnees] THE MARINA SPECIALIST | [°"" se HARLE TM CONCRETE INSITU PILE CONSTRUCTION
aw Weallongobbo, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON cRES |S) LOT 221 (34) COORAN CT 315 & 400 DIAMETER REINFORCED
Nob +61 447 950 427 THE CORBOUND PARK = NOOSA HEADS =

BN 68 090 87 995 [email protected] jetty. ai 4501 AUsiRALA |=} me 0/4/98 ws ome SHEET: A3
© pee Fow Foor Evoneees — wr} 3yaya0 re EERE ce OnE SPECIALIST fo (0) sie2 com] STANDARD DRAWING DRA CHECKED APPRD Wo *
REV DESCRIPTION BY | DATE _|APPO| Te 5496 1709/2020 | —" MA qe_| JSP-SD-045 E

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 7

   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|
g
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