Price - Plans

Page 2

 

15000

 

 

5830

me

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

QUAY LINE

 

 

 

 

  

 

 

 
 

 

 

 

 

 

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

6000 OVERALL WALKWAY LENGTH
PIANO HINGE CONNECTION
aie TO FIXED WALKWAY JOIST
ele ULTRALIFE TIMBER DECKING 12mm END PL USING M16 SS BOLTS TOP OF PILES R.L 3.2m
ale 140 x 20 THK FIXED TO JOISTS WITH
zi8 2 x 12g S.S SCREWS PER JOIST CROSSING
2 x M16 SS CHEMSET CATWALK AT LAT
BOLTS PER JOIST DOUBLE 178 x 76 x 6.35 AL. CHANNEL JOISTS CATWALK AT HAT
FIXED TO BEARERS WITH 2 x M8 SS BOLTS FE /-
i
I
i
JETTY R.L_1.55m ut
? |
Pm)
NEW RETAINING _/ | ptt —
WALL BY OTHERS 1 SS
pi 1:48
| PER ee re ee ee ee eee ee ee ew et Ra be REE Ee ee ee aN Se ee eb eb Me QL eee ee eee eee tee eee nee neal a HAT RL 0.68m
I
{ tect eee Pawnee de a Be eee ee ene ee ed ae ae ee RAE E eee heen ng ee eee nel Rae ee — W.-Y -------------------+-------- . ++ MHWS R.L 0.36m
DOUBLE 178 x 76 x 6.35 eeteee de ee me ee eee eee ee ee ee OEE eR TREE eee ee te ae ECHTCON af aT : . AHD RL 0.0m LEVEL DATUM
AL CHANNEL BEARERS FIXED | ee cy Pe nee eee eee eee e eee ennee nee MLWS RL 0.25m
To PILES WITH 2 x M16 ss BOLTS et ee ee eee ree eee eee eee eee ee eee Pe eed ce Gee ee cee eee eter eee eee eee eee ae LAT RL 0.42m
CAST INTO PILE TOP OR CHEMSET
(PILE RL 1.2m)
&
REVETMENT WALL Bo —
220%
Bog°
o 2 z E
9315 46kNm = a= o
R.C INSITU PILES e
gfe
am
S & =
NOTE: FOR DECKING DETAILS REFER DRG; 228%
“DECKING DETAILS" SHEET 3 Holo
Sy oie
#315 83kNm a 225
RC INSITU Z8S5
PONTOON PILES =e3e
8222
Fx
oOo
* Aluminium bearer & joist extrusions to be grade 6351-15 SCALE 1:50
* Bearers to be double 178 x 76 x 6.35 Aluminium chonnels 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
* Joists at 450 crs from double 178 x 76 x 6.35 Aluminium chonnels fixed back to back welded 12mm end Plates
* 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
* End of Joists fixed to Retaining Wall with 12mm End Plate & with 2 x M16 SS346 chemset bolts
* 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
Weollongabbo, mip ie TRADING AS ACN 010633119 8 on PARSON cRES |paTEN = LOT 140 (48) MOSSMAN CRT
Ph: +81 7 3367 3570 e ij TOR i NOOSA HEADS : ; :
la eheat THE QLD 4551 AUSTRALIA _ ‘OATE: UNITS [SCALE: SHEET:
A 68 tna st bos [email protected] Y_~ Set PRONE 11/11/2020 | mu |1:50 2 A3
C [REDUCED FIKED WALKWAY LENGTH —300mm | TOE 116711720 = ae PHONE(O7) 5482 5925]"Gefay [AHD DERRVED|O!” PROPOSED PONTOON / CATWALK tama amen: eine ;
B {REVISED FIXED WALKWAY DECKING DIRECTION| 10B {17/11/20 ° ‘ “ar SPECIALIST oe HN KED: APPRD: |DRG No: Rev:
REV DESCRIPTION BY | DATE 5496 19/11/2020 BOOKS AND FIXED WALKWAY TDB . JSP-SJ-33991 Cc

 

 

Page 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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
Coa td eH eH SH
Lo oho ok nt ot bow tt ho ob toy a
fo tet te tf ot ot ob tm ton | FASCIA BOARDS |
} ae ee ! \ f i : ALE TURD NOTE: REFER "DECKING INSTALL GUIDE” FOR
8 oa | CORRECT INSTALLATION AND INFORMATION
1A od mom hey | JOISTS AT 450 CRS MAX
IY it oi ot tau nod IN 50 x 25 x 3 AL. RHS CAPPED ENDS
Foo wy ono | | (NOTE: FASCIA BOARDS FIXED TO 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 25 x 3 RHS | "as f : ALLOW SOCKET CLEARANCE
ULTRALIFE TIMBER DECKING vy
140 x 20 THK
“DIRECTION OF PLANKS+ | pi = = = =
, 8 :
é |
ULTRALIFE TIMBER DECKING 8 TYPICAL DECK JOIST DETAILS
140 x 20 THK R | SCALE. 1:20
“DIRECTION OF PLANKS= | —__ .
— PIANO HINGE CONNECTION |
END PLATE FROM 12PL 1370 JO FIXED WALKWAY |
DOUBLE 178 x 76 x 6.35 |
AL. CHANNEL BEARERS
yall |
900 ; | tt 1 T ‘|
aus ces prt
Hoi ou |
1500} Fe
owt mo & G&G a |
458 S 4 8
DOUBLE 178 x 76 x 6.35 sot! "| Ge SY |
AL. CHANNEL JOISTS oy Go s
(THREE se18) fi fe ml = 7 2
o =x =
ULTRALIFE TIMBER DECKING tt! = = |
140 x 20 THK mom omp 8 S 5 |
“DIRECTION OF PLAS? =i eR
—— |
i
Poa23-so0 sono WR |
— ——<— J T Peon Sean een —...
2.x M16. SS CHEMSET (mete |
BOLTS PER JOIST
I
I
> Gichton EDGE Conmlting Engineers] = THE MARINA SPECIALIST — | SURVEY DATA} |" PRICE ee DECKING DETAILS
edna aio 4102 TRADING AS_——ACN 070535119 18 RON PARKISON CRES DATUM S| LOT 140 (48) MOSSMAN CRT
Ph: +61 7 3367 3570 HORIZ. bm NOOSA HEADS : ; :
smn os om wr ws Sdmin@erichtonedaecom | THE letty_": ‘Sol AUSTRALA Lc PRO 41/11/2020 | ww {1:75 1:20 (3
E|REVRED FORD WALKWAY OAERNE-DRECTONT TE [PT aaT-s6 OR DHE = ae NO?) S42 225 cre PHD OERRVEHZ] PROPOSED PONTOON / CATWALK yee sPID: [OE We
REV DESCRIPTION BY | DATE {APPD| <itl? 5496 19/11/2020 SPECIALIS ooo AND FIXED WALKWAY moa JSP-SJ—33992

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

1370 EXTERNAL
REINFORCING STANDARD SIDE PROFILES
FRAME JSP-203 >10 INTERNA SECTION A SCALE 1:100 2
FOR 165m - 1%m I eS ' . SCALE 1:25 ”
.5m - 17m LONG HANDRAILS NOTE: BENT ENO OPTION CAN BE
1210 INT. CATWALKS ONLY USED ON ALL SIZED CATWALKS 3 UPRIGHT
SCALE 1:25 r 7.5m vax——___—+]
JSP—202 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
4
5 REINFORCED FRAMES TO BE vers i CONMERCAL OUIDOOR CARPET, OR 125 X 25mm CCA ano: NOT APPLICABLE
LOCATED AT APPROXIMATELY 5 lb TREATED & DRESSED F17 HARDWOOD PLANKS FIXED { ~~ T =
COUT CE AGING ALONG 171m 840 WITH 6 / 50 X 10 CAUCE STAINLESS STEEL SCREWS — 5 UPRIGHT
EACH PLANK. | Jim MAX |
iT . 1
¥SP=208 aN | oN (BENT END OPTIONAL ON ALL CATWALKS)
CHORDS - he t = t | t |
=! l - of \ NOT APPLICABLE
A par poe? PRE 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) k 13m MAX:
EQUAL
MAXIMUM CATWALK LENGTHS a UPRIGHT , 965
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa SPACING NOT APPLICABLE
Oo
3 UPRIGHTS 7.5m 6.7m 6.0m 5.0m st <> 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: 1_UPRIGHTS 17.0m 14.7m_[ 12.5m 11.0m - ; ; . ; ; po
* 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. 1554 I MD I
* ALL WELDS SHALL BE 4mm C.FW. U.N.O.
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15. | 11 UPRIGHT (BASE BRACING REQUIRED) |
* DIMENSION TOLERANCES U.N.O. SHALL BE: I 17m MAX: 1
FABRICATI - A - .
ON 200 MACHINING * % toon £02 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
5 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH  HING|
> AL Nes CATWALKS REQUIRING 11 UPRIGHTS SEE STANDARD PIANO HINGE && LAND ANCHOR DRAWINGS 190 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN cee ft
LOW WATER. So V L I >
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. RS ah 200 GAP
SS
|| ROLLER DETAIL PLL A I
' ' SCALE 1:5 TIMBER DECK
——— — TYPICAL BASE DETAIL JSP—002 ANGLE CROSS BEAMS © 600 CRS WITH CENTRAL LONGITUDINAL
messeg) [a a SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)
od ids i ALUMINIUM DECK
oY SS JSP-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
———— — [ (NO LONGITUDINAL REQUIRED)
c ~ a
po 64 tik ‘| Jy
12mm SS PIN Up Ce as ” ( ®; 3 sse= {0 0 X 6 FLAT BAR WELDED TO
sds i | HINGE TUBE é& CATWALK END
/ Ls BULL BAR od
100 |\670 NYLON ROLLER TO me, CHANNEL PIANO HINGE DETAIL
127 EACH SIDE OF CATWALK. 70 SCALE 1:5
D all Cchon CE Coming teen] THE, MARINA SPECIALIST CuENT: |) PRICE ME STANDARD CATWALK CONSTRUCTION
- a al Woollongabba, OLD i102 | TRADING AS ACN 010633119 18 RON PARKINSON creS |S] LOT 140 (48) MOSSMAN CT
Mob 61 447 950 427 BS CORBOUND PARK = NOOSA HEADS |
a Aan e6 wp ovr sas [email protected] | THE etty QLD 4851 AUSTRALIA J] DATE: UNITS SCALE: SHEET: AB
- — - #" pHoNe(o7) 5492 5925|0] cTANDARD DRAWING 12/3/03 mm {AS _SHOWN i
c Sep FOR EDGER RL SPS TT HEOHED: RPEQ: sie 99/7000 = SPECIALIST xt mee CHECKED: ~APPRO: — ow_-008 ~
REV DESCRIPTION BY | DATE /APPO ‘ — ! ~GW-
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

 

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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
| neo 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)

 

 

 

p—~ 4 OVERLAPPED BOLTED
| —__CCONNECTION 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

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

SECTION B

100 X 70@ NYLON ROLLER

IN 128 X 63 X 8/6 CHANNEL

lee SS PIN

  

 

Tt

 

OL.

 

a
|
TTT
i

i

I
yt

 

 

 

 

 

 

> 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

R300 ROLLED FRAME CORNERS

ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES

BERTHING SMALL, LIGHT WEIGHT VESSELS

Tit
ToT

 

PILE WALL

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

 

 

 

 

 

 

 

 

 

PLAN VIEW
J sy pp Fey Be ieee) THE MARINA SPECIALIST
T st Floor, jalaclava Oo
ull Woollongabba, QLD 4102 TRADING AS ACN 010633119 7 fon ee ces |S)
J —— Mob +61 447 950 427 = aa
— ineering@eri THE QLD 4551 AUSTRALIA |
ABN 68 099 997 935 £[email protected] ;
= = CHECKED: RPEQ: DATE: aid PHONE(O7) 5492 5825 2
E ISSUED _FOR EDGE ENGINEERS WA | 9/9720 | TC . : : == SPECIALIST ‘* (07) 5492 6699
REV DESCRIPTION BY [DATE [APD 5496 17/09/2020 | =

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CN) PRICE mm" PILE BRACKET CONSTRUCTION
LOT 140 (48) MOSSMAN CT TO SUIT 3156 - 3500 PILES
NOOSA HEADS DATE ONTS |SCAE: SHEET
PROJECT: 1/9/05 MM } 1:5 1 OF 1 [A3
STANDARD DRAWING DRAWN: CHECKED: APPRO: |DRG No: RE
MA pc | JSP—SD-102-1 E

 

 

 

 

Page 6

 

 

 

6 / N16 BARS whet
FULL LENGTH The
40mm COVER \- --4
T4

~ _-4

~ a4

R6 HELIX 11

@ 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

  
 

 

 

UPVC FORMER ON

6 / Ned BARS 4
FULL LENGTH 4

& 3 7 N2eO BARS
TO em OF TOP \
40mm COVER

 

 

ICABLE

 

 

GRADE N32
MASS CONCRETE —
TO BASE OF PILE —~

REINFORCING TO EXTEND ~
TO WITHIN 300 FROM a

 

 

4 GRADE N32
MASS CONCRETE
“4 TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM

 

 

 

 

to
R6 HELIX 71-4
@65 pircH “heed
Seto

3158 HUMES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

R6 HELIX
@ 65 PITCH ™

400% HUMES

UPVC FURMER ~~\a |

 

6 / N20 BARS
FULL LENGTH

& 3 / N20 BARS
TO 3m OF TOP
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 \

  

 

 

 

 

 

 

 

NOT APPLICABLE

 

 

    

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM

 

 

 

 

 

 

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RECTANGULAR PONTOONS U SHAPED PONTOON L SHAPED PONTOON Toone cre 2 M12 SS L BOLTS 2-84 FRP REBARS IN 100 THICK CONCRETE DECK &
e000 10 15000 WELDED 70 120 SS BAR TOP OF ALL BEAMS 86 FRP REBAR 150mm CRS 3
Lf fe = b s00 oof ON TO ee ap so sof TO 18000 "1.500 ee UNDER DECK MESH 25mm COVER TO EXPOSED 5
— —L; 7 SURFACES a
ceesesssea=-Ht fT 7 opessss = ef Tr a 4 endl EI
= ia Ll
RSBS #3 NOT APPLIC BLE Rogy gy] | a ag82 7 on 1 Vals t00 RP REBAR IN BOTTOM |
es252555522+5 L A S82 3 INOT APPLICABLE 8 ia
} | YF } t i OF ALL BEAMS 20 MIN. COVER |
TYP CLEAT DETAIL i 4 2
T 1 L T | Ale zg
~~. 8000 TO 10000 ————+4 | _] SCALE 1:20 6¢ S.S LIGS Lo TYP BEAM DETAIL 2
= s00 sen _l L_ | L | L_ 300 CRS 120 SCALE 1:20 =
8000 To 15000 JSP-208 PERIMETER FRAME ENSURE BARS EXTEND FULLY a
ee | | b 500+ rT 7 L500 TYPICAL TO ALL PONTOONS TO INSIDE EDGE OF FRAME 8¢ FRP REBAR Z
Ip = Sy 3 NOTE: t oS: 150 EACH WAY |
NOT APPLICABLE 2 yt BEAMS NOT REQUIRED FOR PONTOONS a -o, |. = _ | [ | g
er 3 LESS THAN 8000 IN LENGTH Be 3s RIGHT HAND Oo; uw
SS 2 Sx a I
! os 380 — 400 “ne A Fy
t + 7—-UNOT APPLICABLE n= STANDARD FREEBOARD ae 68 S.S LIGS-300 5
| | FOR FLAT DECK PONTOONS =
10100 TO 15000 STANDARD PONTOON SHAPES & BEAM CONFIGURATIONS 4 water UNE /) |= a = =
|| EQUAL NOT TO SCALE —| L rn a &
(7 500 peor “| /=— 500 25mm THICKENING ALONG ALL z=
SEE SITE é& LAYOUT PLAN FOR RELEVANT PILING POSITIONS, PONTOON DESIGN & ORIENTATION SIDES WITH 80 FRP REBAR R50 TYP a
| | t SEE PILE BRACKET DRAWING FOR PILE BRACKET TO PONTOON CONNECTION DETAILS 150 CRS EACH WAY ey
=== Jot =S=5] S =
NOT APPLICABLE ay & - 3-120 S.S CORNER BARS | 3-126 FRP REBAR a
Qs 2 AT ALL BEAM INTERSECTIONS LAP ANY JOINS 2
Oe Tt 8 PROVIDE 3-124 FRP REBAR CORNER BARS, an * FS
{ g PROVIDE 1 FRP BEAM LIG 500 LEGS, TO ALL BEAM INTERSECTIONS. a)
= OVER ANCHOR WEB OF ALL ALTERNATELY 12mm, GRADE 304 S.S BARS a
1s WELDED FRAME CORNERS MAY BE USED. NOTES: z
fh . concrete work to comply with AS3600. All concrete to be grade N50 (50MPa). &
| ‘aver to reinforcement to exposed surfaces to be 25mm minimum. S
MAX DRY STORED BOAT DISPLACEMENTS Tsp 08 a NS 10¢ S.S BARS @ 150 CRS EACH SIDE OF RAMP! LAPPING 400mm Reinforcing to be minimum of 8mm FRP bars at 150mm centres in each “|
| PAST DECK TRANSVERSE BARS & RAMP TRANSVERSE BARS. direction U.N.O. All 8% bar laps to be 320mm. All 12¢ bar laps to be 480mm. 2
PONTOON ;PONTOON WIDTH |PONTOON WIDTH PONTOON PERIMETER FRAME p19} ROUND BARS INDIVIDUALLY BENT TO SUIT LOCATION OF RAMP L ° w
LENGTH | 3.5m — 4.5m 3m MINIMUM ; Se ee OO OO All aluminium work to comply with AS1664. All welds to be Smm CFW. 3
en “| All butt welds to be full penetration. Aluminium to be grade 6351-5. &
15m 3.5t 2.9t | I Surface of aluminium in contact with concrete to be coated with zinc chromate =
14m 3.25t 275k 150 eee eat || pil FLOAT A BOAT) RAMP FORMED INTO PONTOON DECK primer or equivalent am =
12m 3.0t 2.5t TRANSVERSE END BEAM i 1 | All bolts and fittings to be 316 stainless steel. 8
a 2 75h 7 3t CAST UNDER RAMP DECK 8 1. I 89 FRP/REBAR 150mm CRS EACH WAY | a
: : S Flotation to comprise of grade SL expanded polystyrene foam with approved e
am 2.4t 21t ; IRA 4 EHP NOT APPLICABLE protective coating. The approved protective coating for the pontoon will form an g
8m 20k 78t il / 80 REBAR Pian VIEW impervious parer to water & marine organisms; and is suitable for the marine |
environment. a
7m 1.8¢ 15t hol 5
: (tes | _ 4s Pontoons with Float-A-Boat ramps to have dry stored boat fully winched onto 2
6m 1.5t 1st ” ,
: ia aa 150 ; PS pontoon with 1m clear at rear. gS
m . . Ss
Uy This pontoon facility has been designed to comply with all relevant Australian =
ke —- eee eee LE LL LL LLL sands. 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 =
2080 SCALE 1:50 reserve freeboard; the bottom corner of the pontoon does not emerge from the §&
150 +780 ‘0 450 STANDARD FREEBOARD water, and the angle of tilt will not exceed 15°. o
F.A.B PONTOONS MOORING CLEATS -
150 MAXIMUM DESIGN LIVE DECK LOADING: 3.0 kPa. (Structural & floatation) 8
SAUD — 1 { Se — as = Se = 1.5 kPa (Stability unrestricted access) a
NOT APPLICABLE | == rt === NOT APPLICABLE 2.0 kPa (Stability restricted access) a
Sou PEN UT 10 FOAM FLOTATION UN tti(i‘ts=‘Cs~t*~S~*s™ PONTOONS SUITABLE FOR PROTECTED SITES ONLY. 2
MAXIMUM WAVE HEIGHT: 300mm.
RAMP DEPTH BOAT WAKE: 500mm. : z
RAMP END VIEW FRONT ELEVATION MAXIMUM WIND VELOCITY: 41 m/s. |
=
e
Esso . THE MARINA SPECIALIST | ; PRICE = RP REINFORCED PONTOON CONSTRUCTION
DING AS i 1
ES. auD 4102 010655119 16 RON PARKIN RES fe NOOGS, ie) MOSSMAN cT STANDARD FLAT DECK AND FLOAT A BOAT PONTCONS
D ISSUED FOR EDGE ENGINEERS MA_| 979720 ABN 66 099 997 98) [email protected] THE jetty eet Se | PROJECT: 38 /7 /1 6 us AS SH oer A83
Cc BAR SPACING REDUCED TO 150 CRS TI/17 - REF PHONE(O7 : AS SHOWN i
B [BAR DETAILS ALTERFO IN RAMP DETAIL VAFARVALS ae _ | RPE: DATE: SPECIAL (07) S492 S925 2 STANDARD DRAWING DRAWN: CHECKED: a DRG Nar REV:
REV DESCRIPTION BY | DATE [APPD 5496 1709/2020 | = IST MA JSP-SD-212__D