Approved Plans - MCU20/0151 & OPW20/0241

Page 2

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


[OCR of page images]
 

15000

 

 

me

5830

 

 

 

 

 

CATWALK AT LAT

6000 OVERALL WALKWAY LENGTH
ry PIANO HINGE CONNECTION
mix TO FIXED WALKWAY JOIST
lS ULTRALIFE TIMBER DECKING 12mm END PL USING M16 SS BOLTS
ale 140 x 20 THK FIXED TO JOISTS WITH
zi8 2x 12g S.S SCREWS PER JOIST CROSSING
2 x M16 SS CHEMSET
BOLTS PER JOIST DOUBLE 17B x 76 x 6.35 AL. CHANNEL JOISTS
FIXED TO BEARERS WITH 2 x M8 SS BOLTS
JETTY R.L_1.55m
{3 A
NEW RETAINING _/ | ptt
WALL BY OTHERS” | F-4 =—S
LJ 1:4.8
FO etree titre ttre centre tether bec ice erect ett e een g bette t rte e teeta ere eS
1
BP fetter fore
td

 

 

REVETMENT WALL

 

NOTE: FOR DECKING DETAILS REFER DRG;
“DECKING DETAILS” SHEET 3

 

 

 

 

 

DOUBLE 178 x 76 x 6.35

AL. CHANNEL BEARERS FIXED

TO PILES WITH 2 x M16 SS BOLTS
CAST INTO PILE TOP OR CHEMSET

(PILE RL 1.2m)

9315 46kNm /

R.C INSITU PILES

 

INTO STIFF CLAY

INTO DENSE SAND
OR 3500 MIN EMBEDMENT

3000 MIN EMBEDMENT

 

 

 

ELEVATION DETAILS
SCALE 1:50

    

0315 83kNm
R.C INSITU
PONTOON PILES

TOP OF PILES R.L 3.2m

 

 

a
sszz=J]

I

 

QUAY LINE

 

 

i

++ HAT R.L 0.68m

 

 

PONTOON AT LAT 5

 

 

+ LAT RL 0.42m

 

 

INTO DENSE SAND
INTO STIFF CLAY

4000 MIN EMBEDMENT
OR 4500 MIN EMBEDMENT

 

 

 

++ MHWS RL 0.36m

 

 

 

 

+ AHD R.L 0.0m LEVEL DATUM
}-- MLWS R.L 0.25m

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

* Aluminium bearer & joist extrusions to be grade 6351-15
* Bearers to be double 178 x 76 x 6.35 Aluminium channels fixed back to back
* Decking to be 140 x 20 Thk ULTRALIFE TIMBER DECKING
* Decking fixed to joists with 2 x 12 gauge SS screws at each joist APPROVED PLAN
* Joists at 450 crs from double 178 x 76 x 6.35 Aluminium chonnels fixed back to back welded 12mm end Plates MCU20/0151 & OPW20/0241
* Joists are fixed to Bearers with M8 SS bolts
* Fix bearers to top of insitu Piles with 2 x M16 SS—316 bolts cast or chemset 150mm into concrete NOOSA COUNCIL
* End of Joists fixed to Retaining Wall with 12mm End Plate & with 2 x M16 SS346 chemset bolts 21 JANUARY 2021
* Fascia to be same material os Decking
* — Aluminium in contact with the ground to be coated with Alkali resistant bituminous paint or equivalent
D> Gren Coming eters] ~— THE MARINA SPECIALIST | Survey bata] [**"y price mm ELEVATION

‘a Ox,

Woollongabbo, QLD 4102 TOR fs ACN 010633119 7" pe pee CRES | paTUM 8 LOT 440 (48) MOSSMAN CRT

Ph: +81 7 3367 3570 THE OLD 4551 AUSTRAUA | HORE a NOOSA HEADS TATE UNITS [SCALE: SHEET:

ABH 68 099 S97 905 [email protected] lame a Poa 11/11/2020 | mu |1:50 9 AS

C [REDUCED FIXED WALKWAY LENGTH ~300mm | 106 118711720 EE a PHONE(O7) 5492 5925) Oech [AMD DERRIVED|LP PROPOSED PONTOON / CATWALK  [ppame—cHexen:ABPRDT DRG fe: ae
B {REVISED FIXED WALKWAY DECKING DIRECTION] IDB {17/11/20 “ar SPECIALIST crs :
REV DESCRIPTION BY | DATE 5496 19/11/2020 BOOKS AND FIXED WALKWAY TDB . JSP-SJ-33991 Cc

 

 

Page 3

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


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5000
oto
Lo ono ob ot ot ok ot th bh ob on 7
1 tet bt i ot of uot to ud FASCIA BOARDS |
o SS Be tee? NOTE: REFER "DECKING INSTALL GUIDE” FOR
8 eo eee | CORRECT INSTALLATION AND INFORMATION
PAN a | JOISTS AT 450 CRS MAX
Yt wo ot Wy now IN 50 x 25 x 3 AL. RHS CAPPED ENDS
Io oot wid mou ud (NOTE: FASCIA BOARDS FIXED 10 M6 SS CHEMSET BOLTS AT 600 CRS
| itt iy | JOISTS AT 450 CRS JOISTS AND TO ALLOW DRAINAGE) C/BORE #12 HOLE THROUGH JOIST TO
\g3) { 50 x 25x 3RHS | a oe / ALLOW SOCKET CLEARANCE
ULTRALIFE TIMBER DECKING at)
140 x 20 THK |
“DIRECTION OF PLANKS= | i = 7 = 4
z |
S |
ULTRALIFE TIMBER DECKING 8 TYPICAL DECK JOIST DETAILS
140 x 20 THK R | SCALE 1:20
“DIRECTION OF PLANKS= | os :
— PIANO HINGE CONNECTION |
END PLATE FROM 12PL 1370 TO FIXED WALKWAY |
DOUBLE 178 x 76 x 6.35 |
AL. CHANNEL BEARERS
yall |
900 ; 1 TT 1 T ‘|
eu cas pen
Hoi ou |
1500} Fe
iol ou & B es |
458M TT S u 8
DOUBLE 178 x 76 x 6.35 sot! "| Ge SY |
AL. CHANNEL JOISTS 7" Gio %
(THREE SETS) ila 7 = 4 2
oO z= =
ULTRALIFE TIMBER DECKING tt! = = |
140 x 20 THK mom omp 8 S 5 |
“DIRECTION OF PLANKS> Noe) 8B 6
—— | APPROVED PLAN
Wi | MCU20/0151 & OPW20/0241
poo Tl | NOOSA COUNCIL
- RCE = 21 JANUARY 2021
2 x M16 SS CHEMSET |
BOLTS PER JOIST
I
I
> Gichton EDGE Conmlting Engineers] = THE MARINA SPECIALIST — | SURVEY DATA} |" PRICE ee DECKING DETAILS
edna alo 4102 ‘TRADING AS ACN 010633139 18 RON PARKNSON RES [DATUM S] LOT 140 (48) MOSSMAN CRT
ones we we vs oecntberihtonedan som “tetty. OLD 4551 AUSTRALIA | PORZ- ia O08 HEADS spoon Ta TAG
ETREMSES FRED WALKWAY TENG DREGE DDE Tao ee [REE DE Bae PHONE(O7) $482 $9251/Gey AH DERRNED|“2]” PROPOSED PONTOON / CATWALK — | rahe cgcrE:sFPRO [ORG Rar a
REV DESCRIPTION BY [_DATE_{APPO <p l/ 5496 | 19/11/2020 | Wa SPECIALIST sumvey AND FIXED WALKWAY 708 JSP-SJ-33992 C

 

 

Page 4

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


[OCR of page images]
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1370 EXTERNAL
REINFORCING STANDARD SIDE PROFILES
FRAME JSP-203 SECTION A SCALE 1:100 2
TOP CHORD / 1210 INTERNAL——— SCALE 1:05 =
FOR 16.5m - 17m LONG HANDRAILS ‘ NOTE: BENT ENO OPTION CAN BE
1210 INT. CATWALKS ONLY = USED ON ALL SIZED CATWALKS 3 UPRIGHT
SCALE 1:25 JsP—202 \ 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm 7am ae
UPRIGH CRS WITH 4mm AL. RIVETS & COVERED WITH
cAI nob RONaTeLy DACONALS 4 COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°-10° NOT APPLICABLE
Se epee we aon 5 lo TREATED & DRESSED F17 HARDWOOD PLANKS FIXED { Jo = i: —S=
CATWALK 840 WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS Tr — 5 UPRIGHT
EACH PLANK, | itm MAX |
iT . 1
ssp 205 aN | oN (BENT END OPTIONAL ON ALL CATWALKS)
CHORDS - he t = : | t ~|
= - of \ NOT APPLICABLE
\ ox JSP-202 FRAME JSP-002 ANGLE CROSS BEAMS AND LONGITUDINALS > I ™/-" I
7 WELDED BETWEEN ALL CROSS MEMBERS FOR
STITCH WELDED TO CATWALKS WITH TIMBER DECKING. | 1000 Ke 7 UPRIGHT
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) -QUAL 13m MAX:
APPROVED PLAN t
MCU20/0151 & OPW20/0241 MAXIMUM CATWALK LENGTHS mal SPACING ho L
NOOSA COUNCIL ee 13 fo | oe eee ° [ NOT APPLICABLE
21 JANUARY 2021 - - : - 2 SL l na a I
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m 9 UPRIGHT "]
7 UPRIGHTS 13.0m 12.2m 11.5m 10.5m | 15.7m MAX: |
9 UPRIGHTS 15.7m 13.9m 12.5m 11.0m
NOTES: 141 UPRIGHTS 17.0m 14.7m 12.5m 11.0m i : ; ; , , , 965
* ALL FRAMING MATERIAL TO BE ALUMINIUM
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 NOT APPLICABLE |
* ALL S.S STEEL WELDING IN ACCORDANCE WITH AS. 1854
* ALL WELDS SHALL BE 4mm C.FW. U.N.O. —L-
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15. | 11 UPRIGHT (BASE BRACING REQUIRED) |
* DIMENSION TOLERANCES U.N.O. SHALL BE: I 17m MAX: 1
FABRICATION - + 2.0 MACHINING - UP TO 10mm +0.1
> 10 TO 100mm +0.2 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
5 100mm + 05 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HINGI
ALL ANGLES £1 CATWALKS REQUIRING 11 UPRIGHTS SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS 190 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN ; i
LOW WATER. nm So ri V L I >
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER, is ah 200 GAP
iS —_t
|_| ROLLER DETAIL PLL £ I
' ' SCALE 1:5 TIMBER DECK
——— — TYPICAL BASE DETAIL JSP—002 ANGLE CROSS BEAMS © 600 CRS WITH CENTRAL LONGITUDINAL
seed | Poo bee peas SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
pt ids _ ALUMINIUM DECK
a a JSP-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
—<<<—<— —— [ (NO LONGITUDINAL REQUIRED)
o _~ a
SA t Li , |
12mm SS at PT sO ° === ie 0 X 6 FLAT BAR WELDED TO
NI 5 { x | | HINGE TUBE & CATWALK END
100 hes BULL BAR —_
1 970 NYLON ROLLER 10 | -75_-| gq CHANNEL PIANO HINGE DETAIL
127. EACH SIDE OF CATWALK. SCALE 45
> = Crichton ENE Consulting Bogner} = TH MARINA SPECIALIST st J PRICE ME STANDARD CATWALK CONSTRUCTION
- || al Woollongabba, OLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON cRES |S LOT 140 (48) MOSSMAN CT
Mob +61 447 950 427 THe COREOUND PARK NOOSA HEADS ONE: TNs [SCE SHEET: al
a ABN 66 099 997 935 [email protected] QLD 4551 AUSTRALIA |x— - : : E A3
- #7 prone(o7) 5492 5925]0) Era apn DRAWING 12/3/03 mm {AS _SHOWN i
T SSUED FOR EDGE ENGINEERS wa_[9/97a0 [Te |SHECKED: REE: DATES a < DRAWN: " CHECKED: “APPRO: /DRG No: REV:
REV DESCRIPTION BY | DATE [APPD 3496 11/09/2020 | ==" SPECIALIST MA JSP—GW-006 L
THIS DRAWING IS SUBJECT 10 COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

 

 

Page 5

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


[OCR of page images]
 

 

fr ts]

 

 

 

    

 

 

iy

II

 

 

 

 

 

 

 

 

 

 

 

 

=
{ = -Qay- = =f ===55
Wl—- ——--b—-=-4+----=-- =
+66
+68

 

 

 

105
Me0 S.S BOLTS SECURED
INTO PONTOON FRAME TRCK

SECTION A

100 X 12 BAR BOLTED TO
PONTOON FRAME WITH 2
Me0 SS BOLTS

750

  
  
 

 

 

 

JSP-208 PONTOON
FRAME

SIDE VIEW

M20 S.S THREADED BAR
TAPPED & FULLY WELDED INTO
40 X 10 REINFORCING PLATE

  
 

JSP-208 PONTOON

 

 

 

 

6mm PLATE GUSSET
TO BOTTOM CORNER
BOTH SIDES

20mm
CLEARANCE
TO PILE

PROJECTED Yy—

FRAME CORNER)

 

 

 

 

 

 

 

   
 
  
   
 

OVERLAPPED BOLTED
CONNECTION WITH

1 MeO SS BOLT
THROUGH BOTH BARS

& INTO PONTOON FRAME

4 SINGLE ROLLER BRACKETS

[FIXED WITH 2 Ml2 SS BOLTS

 

SO X 6 PLATE LUGS WELDED TO
TOP EDGE OF FRAME TO FIX

6mm AL. TREAD PLATE INFILL WITH
Mle S.S BOLTS TO EACH LUG

| ~~. JSP-209 FLAT BAR
SURROUND FRAME

 

SNAP IN FENDER

 

SECTION B

100 X 70@ NYLON ROLLER
IN 128 X 63 X 8/6 CHANNEL
lee SS PIN

  

PILE WALL

 

Tt

 

 

Tit
ToT

I]

{
oeT
|

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I

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NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664.
* ALUMINIUM TO BE GRADE 6351-T5.
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665
* ALL WELDS SHALL BE 8 C.F.W. U.N.O.
* 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 = 8kN

 

 

 

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

 

 

 

 

 

 

 

 

 

R300 ROLLED FRAME CORNERS ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES
PLAN VIEW BERTHING SMALL, LIGHT WEIGHT VESSELS APPROVED PLAN
MCU20/0151 & OPW20/0241
NOOSA COUNCIL
21 JANUARY 2021
— D = Grehten XDGE Consulting Eainery THE MARINA SPECIALIST SUNT: J PRICE = PILE BRACKET CONSTRUCTION
| ull Pee iE TRADING AS ACN 010633119 18 RON PARKINSON cRes |S LOT 140 (48) MOSSMAN CT TO SUIT 3150 — 350% PILES
an -——}— Mob +61 447 950 427 Se CORBOUND PARK = NOOSA HEADS
ee ABN 68 099 997 935 eNgineering@crichtonedge,com THE i ett QLD 4551 AUSTRALIA |=— ier ae /9/05 UNITS “ | | AR
eee : MM | 1:
= = CHECKED: RPEQ: DATE: wen PHONE(O7) $492 5925 2 STANDARD DRAWING DRAWN: CHECKED: APPRD: |DRG No: REV:
E ISSUED FOR EDGE ENGINEERS. MA | 9/9/20 | TC 54,96 17/09/2020 —= SPECIALIST FAX (07) 5492 6699
REV| DESCRIPTION BY [| DATE [APPD = MA PC |JSP—SD-102-1 E

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 6

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


[OCR of page images]
 

 

 

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

 

 

 

6 # NIG BARS
FULL LENGTH
40mm COVER

R6 HELIX

@ 65 PITCH SLi]
b 4--1

315% HUMES

UPVC FORMER oN

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

 

 

REINFORCING TO EXTEND
TO WITHIN 300 FROM

 

 

 

 

 

 

 

 

 

6 / N20 BARS
FULL LENGTH
40mm COVER

R6 HELIX

@ 65 PITCH oN

3156 HUMES

UPVC FORMER NG

  
 

 

 

 

ICABLE

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM

 

 

TO

 

 

 

 

@ 65 pircH
pa
UPVC FORMER ON

& 3 / N20 BARS

MASS CONCRETE

REINFORCING TO EXTEND
TO WITHIN 300 FROM

 

 

R6& HELIX

315% HUMES

 

 

6 / Ned BARS 4-17
FULL LENGTH A-4eT4

\

TO em OF TOP
40mm COVER

GRADE N32

 

BASE OF PILE

 

 

 

 

 

 

 

 

 

400% HUMES

UPVC FURMER ~~\a |

6 / N20 BARS

ai & 3 / N20 BARS
TO 3m OF TOP

MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM

 

 

R6 HELIX
@ 65 PITCH ™

 

FULL LENGTH

40mm COVER

   

1

 

 

R& HELIX
@ 65 PITCH ™

400¢ HUMES

UPVC FORMER” Sy |

 

6 / N24 BARS
FULL LENGTH

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

  

 

N

 

 

 

 

 

 

NOT APPLICABLE

 

 

    

GRADE N32

 

 

 

 

 

 

 

 

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM

 

 

 

 

 

 

 

 

 

NOT APPLICABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

BOTTOM OF PILES BOTTOM OF PILES “Tf BOTTOM OF PILES BOTTOM OF PILES BOTTOM OF PILES
315¢ PONTOON PILE
S159 DECK PLE 515@ PONTOON PILE 4009 PONTOON PILE 4008 PONTOON PILE
46kNm 61kNm B3kN
m 130kNm 172kNm
> = Crichlon EDGE Consulting Engines THE MARINA SPECIALIST SUN J PRICE NE” CONCRETE INSITU PILE CONSTRUCTION
ul Woolongabbe, QLD 4102 | TRADING aS ACN 010655119 18 ROW PARKNSON ORES JS} LOT 140 (48) MOSSMAN CT 1515 & 400 DIAMETER REINFORCED
| Mcp tet a7 eat a2? THE § QLD 4551 AUSTRALIA |— NOOSA HEADS DATE: UNITS SCALE: SHEET:
ABN 66 099 997 995 [email protected] e 7 | PROJECT . A3
He} Se FOR EDGE ENGINEERS WA] 979720 | To_| HEC: ~[RPEQ: DATE: Tm wh 5492 2899 < STANDARD DRAWING sim fa ee = .
Rev} DESCRIPTION _—_—_~(| ‘BY | DATE |APPO 7 | 5496 | 17/09/2020 = SPECIALIST MA Te | JSP-SD-045 E

 

 

Page 7

           -
   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

 

 

 

 

 

 

 

 

  

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

-
a
zx
ol
Lo
a
ie)

1
= 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

5496