Omarosa Pty Ltd - Plans · MCU21/0186

Page 2

 

12000

PROPERTY
BOUNDARY

QUAY LINE

LAND ANCHOR & PIANO HINGE
CONNECTION TO EXISTING WALL
GARDEN BED (TOP SURFACE TO BE FLUSH TOP OF PILES R.L 3.2m

WIDTH 508 WITH TOP TILED AREA)

TILED AREA !
| CATWALK AT LAT
200 | SLOPE 1:5.1
| RL_2.09) | ee : J AT HAT
a 09m

 

 

 

 

 

   
   

RETAINING WAL

GARDEN BED WALL

 

 

) '
(022202270 oo

 

PONTOON @ as

 

GARDEN BED GAP 367 HAT R.L 0.68m

   
  
 

  

poche MHS: RL 0.36m
PONTOON @ LAT! AHD R.L 0.0m

yr LEVEL DATUM
MLWS R.L 0.25m

LAT R.L 0.42m

RETAINING WALL 424

GARDEN BED WALL GRASS AREA

   

 

APPROX CANAL erent ete ert t tere ene ee
PROFILE

mat

 

 

 

 

 

 

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5
aso 22> oo
B58 8 oo
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H2Zz5
Za=%
=Sep PN sis 83kNm
8292 R.C INSITU PILES
Oo
oO
ELEVATION DETAILS
SCALE 1:50
> Crichton EDGE Consulting Engineers] THE MARINA SPECIALIST SURVEY DATA | |“ OMAROSA PTY LTO me ELEVATION
= - P.O Box 6146 TRADING AS ACN 010633119 18 RON PARKINSON CRES | DATUM i LOT 229 (18) COORAN CRT
Woollongabba, QLD 4102 CORBOULD PARK o
Ph: ay rel 5070 THE ett QLD 4551 AUSTRALIA pone = NOOSA HEADS DATE: UNITS SCALE: ‘SHEET:
4 [email protected] I Yy PHONE(O7) 5492 5925 |HECH [any oemRwen|va| 19/07/2021 | wa [1:50 2
ROE,» oa SpECIALIOT a QP PROPOSED PONTOON & CATWALK tadan-—ciperca—hrpao Tome ne
OESCRIPTION BY_| DATE [APO] GU 5496 | 03/08/2021 | = BOOKS Ts a JSP=SJ=34991

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

 

 

 

LL

 

146

 

 

 

—

 

 

 

 

 

 

 

 

6mm END #4

NOTE:

 

 

 

 

 

 

 

 

 

 

 

 

  
     

G445A GALV MESH TOP & BOTTOM OF ALUM TUBES.

 

 

 

 

 

 

 

 

 

  

 

   
     

 

 

 

 

 

 

  

    
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

JSP—009 ANGLE EACH CORNER

STARTER JETTY

CATWALK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   

 

 

 

 

LAYER G445A MESH BENT TO SIT UNDER ALUMINIUM TUBE 300 FASTENED TO WALL. 1
TYPICAL PIVOT PIN | WITH 2 M12 S.S DYNA OR CHENSET J fT
CATWALK BOLTS OR USP 003 LEG TO PATH JSP—205 OR
250 SS PIN 150 es = JSP-006 q
N12 COG BARS @ 300 CENTRES TIED TO TOP T ~ I~ | usp 203
LAYER OF G445A MESH & BACK || NS 2 / 75 X M12 SS DYNA sous“ |
VERTICAL LAYER OF G445A MESH éb0 L PIANO HINGE TO FINISH LEVEL
mm HOLE IN EACH END OF HINGE PIN b WITH FRONT OF. REVETWENT WALL
fs P— T FI
40MPo REINFORCED CONCRETE FOOTING EXTENDS FROM TOP PSS (NEN USP 008 CATWALK FRAME IS. USED CONCRETE PATO t
OF ALUMINIUM ANCHOR FRAME AND CONTINUES TO THE TOE NS FACE OF REVET WALL FOR 4 REVETMENT. WALL
OF REVETMENT WALL AND THE BACK FACE TO FINISH LEVEL 300mm MIN
WITH INSIDE OF ANCHOR FRAME, MASS CONCRETE FOOTING CLEARANCE TO REVETMENT WALL) 75 X M12 SS DYNA BOLT.
TO HAVE 2 VERTICLE LAYERS G4454 MESH 50mm MIN COVER
10mm COMPRESSIBLE MATERIAL
WHERE NO REVETMENT TOE, FOOTING DEPTH TO BE 1500 MINIMUM BETWEEN FOOTING AND REVETMENT WALL
FOR 2kPa CATWALK LIVE LOAD
400 TYP OR 1700 MINIMUM FOR 4kPa CATWALK LIVE LOAD H A
194 TYP ° e
coo TYP REVETMENT WALL epo JSP-003 OR
100 x 80 x 10 FB PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS ° JSP-203 LEGS °
HEE Toe ol TO SUIT
ANCHOR FOOTING ELEVATION J 100 x 100 X 10
b —4 }-50 OOT WITH M12 SS
1480 200 GAP LE DYNA BOLT
2 / 50 X 6 BRACES WELDED TO icp 908 CHANNEL 192 TUBE LEN{-—~| > So — tT
EACH HINGE TUBE
—y~ —T cc — “Cy ee _—— |
N T APPLI ABLE JSP-206 TUBES 50 132 148 JSP—205 RHS FRAME UP TO
O C x mm 2000 LONG
LONG ON ENDS SP—006 RHS FRAME 2000 TO
p80 Q 6mm PLATE GUSSET | o00 LONG
—+1 200 UNDER EACH CORNER STARTER | | JETTY } 3000 MAXIMUM LENGTH
cuss c= =4 “ ‘<] J200
“ . LENGTH TO SUIT JSP—002 ANGLE INTERNAL FRAMING
JSP-206 TUBES 192mm LONG =| Sbacey At Soomm MAX CRS
TYPICAL STITCH WELDED TO JSP SUPPORTING 4mm AL. PLATE
008 ae ASF 208 3 / 250 recs | 77° s5p-208 TUBES. 50mm LOR HAD DECKER”
CATWALK WELDED BETWEEN FRAME LONG ON ENDS NOT APPLICABLE
‘ v 100 X 6 BRACKET OVER
CATWALK TO CONCRETE SLAB OR WALL HINGE ase —— SSS ND TUBE EAGH ‘SIDE
150 x 50 x 6 ANGLE. c==4 c==7 c= c=
SCALE 1:25 FRAME p== c= =— =
JSP-206 TUBES 192mm LONG JSP—206 TUBES 192mm
TYPICAL STITCH WELDED LONG TYPICAL STITCH WELDED
CATWALK CATWALK
6mm END GUSSET: T T T
1 008 CAL CATWALK TO ANCHOR FOOTING HINGE CATWALK TO STARTER JETTY HINGE
CONCRETE STRUCTURE SCALE 1:25 SCALE 1:25
50 X 6 EB UNDER LIVE DECK LOAD — 2kPa
EACH HINGE TUBE——_|| CATWALK
] 150 x 50 x 6 ALUM ANGLES 40 X 3 TUBE
END GUSSET
M16 SS DYNA BOLT! oN
| STARTER JETTY
SCALE 15500, 2
ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664.
ALL ALUMINIUM SECTIONS SHALL BE GRADE 6351-5.
ALL ALUMINIUM TO BE IN CONTACT WITH CONCRETE TO BE COATED WITH ZINC CHROMATE.
ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STAINLESS STEEL. SCALE 1:5 SCALE. 1:5 ‘SP-006
: . . CLIENT: TITLE:
B =~ Crichton HDGE Consulting Baines THE MARINA SPECIALIST OMAROSA PTY LTD STANDARD PIANO HINGE OPTIONS
al Woollongabba, QLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON cRES |S LOT 229 (18) COORAN CT STARTER JETTY & CATWALK LAND ANCHOR DETAIL
Mob +61 447 950 427 THE CORBOUND PARK = NOOSA HEADS - - -
‘neerina@eri QLD 4551 AUSTRALIA |— DATE: UNTS | SCALE: SHEET:
‘ABN 66 099 997 985 €[email protected] PROJECT: 12/2/97 wa (AS. SHOWN A3
- : : PHONE(O7) 5492 5925|U) :
J ISSUED FOR EDGE ENGINEERS WA _| 9/9720 | TC _|CHECKED: goa | RPEO: 5496 709 2020 | SE SPECIALIST (07) 5492 8699 < STANDARD DRAWING DRAWN: CHECKED: ~APPRD: DRG No: REV:
REV’ DESCRIPTION BY | DATE |APPD| ~ MA Te | JSP—SJ-005 J

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

REINFORCING 1970 OXTERNAS STANDARD SIDE PROFILES r= _

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FRAME von rt |p —teto reset — SECTION A SCAR 1100 2{_JNOT APPLICABLE
FOR 16.0m - 17m LONG HANDRAILS SCALE 1:25 NOTE: BENT END OPTION CAN BE t ——— s
1210 INT. CATWALKS ONLY I USED ON ALL SIZED CATWALKS 3 UPRIGHT
SCALE 1:25 | 7.5m wax__>|
JSP-202 3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
CRS WITH 4mm AL. RIVETS & COVERED WITH
3 REINFORCED FRAMES TO BE iit [Noa 4 COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA 4°-10° NOT APPLICABLE
LOCATED AT APPROXIMATELY 9 lo TREATED & DRESSED F17 HARDWOOD PLANKS FIXED {
EQUAL SPACING ALONG 17m 840 WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS — 5 UPRIGHT
CATWALK EACH PLANK. tr iim MAX.
S206 q | aN (BENT END OPTIONAL ON ALL CATWALKS)
CHORDS x he t t t t t >
S
ScIRA JSP-200 FRAME JSP—002 ANGLE CROSS BEAMS AND LONGITUDINALS >
— WELDED BETWEEN ALL CROSS MEMBERS FOR
STITCH WELDED TO CATWALKS WITH TIMBER DECKING. | 1000 be 7 UPRIGHT
OUTSIDE OF UPRIGHT (1.5kPa & 2kPa LIVE LOAD ONLY) 13m MAX:
EQUAL 965
MAXIMUM CATWALK LENGTHS UPRIGHT
—_ i
LIVE DECK LOAD 1.5 kPa 2kPa 3kPa 4kPa . —j seacng =“ TINOT APPLICABLE |
3 UPRIGHTS 7.5m 6.7m 6.0m 5.0m ef
5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m | 9 UPRIGHT "J |
7_UPRIGHTS 13.0m 12.2m 11.5m 10.5m | 15.7m MAX: |
9 UPRIGHTS 15,7m 13,9m 12.5m 11.0m
965
NOTES: 11_UPRIGHTS {7.1m 76.0m__[) 12.7m 11.0m ~ ,; 205,
* ALL FRAMING MATERIAL TO BE ALUMINIUM na NOT APPLICABLE r
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665
* ALL S.S STEEL WELDING IN ACCORDANCE WITH A.S. 1554
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O.
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-15. | 11 UPRIGHT (BASE BRACING REQUIRED)
* DIMENSION TOLERANCES U.N.O. SHALL BE: I 17.7m MAX: 1
FABRICATION — + 2.0 MACHINING — UP TO 10: 0.1
5 100 100mm 40.2 PROVIDE 50 X 6 FB DIAGONAL BRACING UNDER JSP—206 PIANO HINGE TUBES WELDED TO CATWALK END
> 100mm + 0.5 BASE AT 3500 LONG MAX SECTIONS FOR LENGTH AND SPACING TO SUIT STANDARD PIANOH HING|
ALL ANGLES 1° CATWALKS REQUIRING 11 uPRIHTS\ SEE STANDARD PIANO HINGE é& LAND ANCHOR DRAWINGS 490 TUBE
* CATWALK TO BE NO LESS THAN 500mm ONTO PONTOON AT MEAN = {
LOW WATER. zi SI
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. SS > “Pa ¥ S| } Fp GAP.
P| Pela - tT
| ROLLER DETAIL Pil M aL) £ !
SCALE 1:5 TIMBER DECK
T ¢ TYPICAL BASE DETAIL JSP-002 ANGLE CROSS BEAMS @ 600 CRS WITH CENTRAL LONGITUDINAL

en SCALE 1:100 (1.5kPa & 2kPa LIVE LOAD ONLY)

ALUMINIUM DECK

| 145
i | | JSP-206 HINGE TUBES 50 X 2 SHS CROSS BEAMS @ 400 CRS WITH 3mm AL. PLATE DECK
fone — / (NO LONGITUDINAL REQUIRED)

a MN

64 t / \ i
oh o) 1
12mm SS PI \ a 19 . © . ee | 0 X 6 FLAT BAR WELDED TO

i
|
|
|
f |
t << i HINGE TUBE & CATWALK END
|
|
|

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5
, he BULL BAR I
eas \ 970 nro GOULER 0 an CHANNEL PIANO HINGE DETAIL
‘ . SCALE 1:5
EE: HAGE Coneting ogee] §=—= THE MARINA SPECIALIST “ OMAROSA PTY LTD MME STANDARD CATWALK CONSTRUCTION
Ee: ba, OLD 4102 TRADING AS ACN 010633119 18 RON PARKINSON crES |S LOT 229 (18) COORAN CT
Sea CORBOUND PARK = NOOSA HEADS
IBN 68.099 997 985 enpneeringderichtonedge. com “iletty. QLD 4551 AUSTRALIA |— DATE: UNITS | SCALE: SHEET: A3
M MAX_LENGTHS_AMENDED MA_| 14/1/21 | TC_teecKep: RPEQ: DATE: PHONE(O7) 5492 5925]¢0 ree STANDARD DRAWING 12/3/03 mm {AS SHOWN !
L ISSUED FOR EDGE ENGINEERS WA_| 9/9/20 | TC / i : => SPECIALIST <x DRAWN: CHECKED: APPRD: |DRG No: REV:
REV DESCRIPTION BY | DATE |APPD| 5496 14/01/2021 MA JSP—GW-006 M

 

 

 

 

 

 

 

 

 

 

 

 

 

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

 

Page 5

 

 

 

 

 
 

 

  

 

 

 

 
 
 

 

 

 

 

 

 

  
      
    
 
  

 

 

 

-— | -—" 20-—~| [80 90
25¢ S.S
~--~----------~----E[_--------}--------------------—-------------~- 2-2 nnn nnn 70% X 10 LOCKING PLATE — PIVOT PIN PILE FACE—
42
sean ae :
cua Diiresnccsecnssaceaeed
BOTTOM | Tt
» N
(. l
4 / M8 CS SS BOLTS |
JSP—206 TUBE JSP—206 WELDED
WELDED INTO INTO JSP-—308 ANGLE
ROLLER BRACKET PLAN VIEW
SCALE 1:5 S.S PIVOT PIN JSP—209 SECTION (A
: SCALE 1:2\—/

 
     
    

315

JSP—209

FRAME CHANNEL * ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
6 H.D.P.E ROLLERS * DIMENSION TOLERANCE ~ + 2.0mm
WITH 12¢ S.S PINS * REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.

6 ROLLER

GUIDE BRACKET

S.S PIVOT PIN
FIXED TO JSP—209 WITH
4 / M8 CS S.S BOLTS

i

| b 577
t 700

 

 

 

 

 

PILE
NOTES:
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664,
* ALUMINIUM TO BE GRADE 6351-15,
10mm CHEEK * ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
PLATES FULLY * ALL WELDS SHALL BE 8 CF.W. U.N.O.

WELDED INTO * ALL BUTT WELDS TO BE FULL PENETRATION.

* BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF
OURALAC APPLIED TO ALL CONTACTING SURFACES.

ULTIMATE LOAD CAPACITY = 15 kN
ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES
BERTHING SMALL, LIGHT WEIGHT VESSELS UP TO {0m

 

ROLLERS SHOWN WITHOUT
CHEEK PLATES FOR CLARITY

 

s,

 

 

 

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a

 

 

[ --------4

 

r

 

 

 

 

 

 

   
 

FRONT VIEW SIDE VIEW

 

PONTOON

 

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

 

THE MARINA SPECIALIST sunshine coast office (CUENT: OMAROSA PTY LTD
TRADING AS ACN 010633119 2 NOUSTRIAL AYE F M Pp R Fo 45 Bribene Road Mostoclsba QM LOT 229 (18) COORAN CT
Ser QLD. AUSTRALIA 4551 ENGINEERING 76 Bor LOD Veelosaba (id 4587 NOOSA HEADS

TME:

PIVOTING PILE BRACKET CONSTRUCTION
315 DIA PILE

 

 

 

CH 112761510 ABN 2111276 [email protected] sit
PHONE (07)8492. 5925 | | AON N2761510 ABH 2112761510 [email protected] ee CT:

B_[10/7/15 MOUNTING PLATES INCREASED 10_20mm|CARDHO| ETE FAX (07) 5402 6609 Cee BE RPE. STANDARD DRAWING

DATE AMENDMENT REQ SPEGTALIS T 6792 "12 og

 

 

 

 

 

SCALE: DATE:
AS SHOWN | 4/3/14 JSP-SD-187

DRAWING NO:

 

 

 

DRAWN
MA

 

 

 

 

 

ICKED {DIMENSIONS ISSUE
ae MILLIMETERS B A3)

 

t

 

Page 6

 

 

 

6 / N16 BARS 4-1
FULL LENGTH --4
40mm COVER N. --4

R6 HELIX ——t

@ 65 PITCH = -\_| +4
Ms J

315¢ HUMES ~

UPVC FORMER ONG “v4

 

 

6 / N20 BARS
FULL LENGTH
40mm cover \

R6& HELIX

@ 65 PITCH _w

315% HUMES

UPVC FORMER oN

 

 

 

 

 

 

R6 HELIX

@ 65 PITCH

315@ HUMES

UPVC FORMER ON “4

6 / N20 BARS 4-1
FULL LENGTH 4-

& 3 7 N20 BARS 4-4
TO 2m OF TOP 4-4
40mm COVER

 

 

 

NOT APPLICABLE

 

 

 

 

 

GRADE N32 <1" 4
MASS CONCRETE den
TO BASE OF PILE --4

REINFORCING TO EXTEND ~
TO WITHIN 300 FROM —
BOTTOM OF PILES at

 

 

 

 

 

 

315 DECK PILE

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

  

 

 

 

3158 PONTOON PILE

 

GRADE N32
MASS CONCRETE TT
TO BASE OF PILE 4-

REINFORCING TO EXTEND i:
TO WITHIN 300 FROM ~
BOTTOM OF PILES qo

 

 

 

 

 

 

pen ue: tn Wel: ee ween: Suen Wiue:Se vle vWueue:Suiu:Siel: e eeuiueWuies uieh Weie een wee Oie

 

 

 

315¢ PONTOON PILE
83kNm

 

 

R6 HELIX
@ 65 PITCH oN

400% HUMES

UPVC FORMER Ny |

 

6 / N20 BARS
FULL LENGTH

& 3 / N20 BARS
TO 3m OF TOP
40mm COVER

 

 

 

L--1

L--1

R6 HELIX
@ 65 PITCH Ng

L-—T

KR L--T

 

400% HUMES

UPVC FORMER Ny | ft

6 / N24 BARS
FULL LENGTH Peo

& 3 / N24 BARS fd
TO 3m OF TOP 4

40mm COVER er
NT

 

 

 

 

NOT APPLICABLE

 

 

 

 

Lp
| !

GRADE N32
MASS CONCRETE
TO BASE OF PILE

REINFORCING TO EXTEND
TO WITHIN 300 FROM
BOTTOM OF PILES

 

 

 

 

 

 

 

 

400% PONTOON PILE

130kNm

GRADE N32
MASS CONCRETE rrr t
TO BASE OF PILE

7

REINFORCING TO EXTEND 44
TO WITHIN 300 FROM
BOTTOM OF PILES ATT

 

 

 

 

 

 

 

400% PONTOON PILE
172kNm

 

 

 

 

 

Mob +61 447 950 427

ABN 66 099 997 985 [email protected] THE

B fa Crichton EDGE Consulting Engineers|
1st Floor, 28 Balaclava St
wl Woollongabba, QLD 4102 TRADING ett

 

 

 

 

 

 

46kNm 61kNm
E ISSUED FOR EDGE ENGINEERS WA | 9/9/20 | TC _|CHECKED:
REV DESCRIPTION BY | DATE |APPD

 

 

/ RPEQ: DATE:
5496 17/09/2020

 

 

 

ACN 010633119

=> SPECIALIST ™

THE MARINA SPECIALIST

cuENT: QMAROSA PTY LTD

18 RON PARKINSON cRES |S LOT 229 (18) COORAN CT
CORBOUND PARK ° NOOSA HEADS 315 & 400 DIAMETER REINFORCED
QLD 4551 AUSTRALIA |— DATE: /4/ UNITS | SCALE: SHEET:
PROJECT: 20/4/99 | MM |1:25
Pa on oe ree 2 STANDARD DRAWING DRAWN: CHECKED: APPRD: |DRG No:
MA Tc | JSP-SD—045

TITLE:

CONCRETE INSITU PILE CONSTRUCTION

 

 

 

 

 

 

 

A3
.

 

 

Page 7

 

 

 

 

 

 

 

 

 

 

    
 
   
       

 

 

 

     
    
    
 
 

 

 

 

 

 

- a a Ne
ALM a COMMERCIAL OUTDOOR CARPET fe
ADHERED TO 4mm ALUMINIUM DECKING siren Wel [TEER / ——
H.D.P.E STRAPS: H.D.P.E STRAPS: & JSP—303 “STITCH WELD DECK PLATE
SECURING FLOTATION SECURING FLOTATION “wf ll + OR'RNET © 300 CRS
it {
PVC SNAP IN tC
Se = pe FENDER AE hey
SDS 4 Ss, : ll
Ee) <  }
te? mp |
= i — Ks)
7100 X 75 X 2 AL. RHS 100 XIE X 2 AL RHS
LOGITUDINAL sa JSP-203 RHS LOGITUDINAL BEAMS 7
i FULLY WELD WELDED BETWEEN PILE BRACKET:
JSP—205 |S | LONGITUDINAL BEAMS MOUNTED TO
PONTOON FRAME Jsp-—305 TO
SECTION A JSP-—-400. RHS JSP—400 RHS BACK SIDE
SCALE 1:5 fel SECTION B PERIMETER FRAME ed SECTION C
SCALE 1:5 PILE BRACKETS SCALE 1:5
/-—PILE
oo ~< 100 X 75 X 2 AL. RHS
FIT FLOTATION BLOCK TO FRAMEWORK LONGITUDINALS
BACK VIEW PRIOR TO FITTING AL. SHEET DECK
veeneitmuses [ 375 FOAM THICKNESS
wo a a —
o
Woe lB ow. De we cocoa re Meco ot ee eS GRMN eee wR Eee es os ge wha ae ee mow Mls = Bboll on ow ee ee eg
, OT Yap iel
I [ 7880 a
GRADE SL POLYSYRENE FLOTATION BLOCK FULLY
ENCASED WITH 1.5mm H.D.P.E SHEETING. SIDE VIEW (~
ALL SEAMS TO BE FULLY WELDED TO SEAL POLYSTYRENE
ae AGAINST WATER, MARINE ORGANISMS OR CHEMICAL ATTACK eo womes
* ALL ALUMINIUM WORK TO COMPLY WITH AS1664,
fmm ALUMINIUM DECKING * EXTRUDED ALUMINIUM TO BE GRADE 6351-15 OR 6063.
* PLATE ALUMINIUM 10 BE GRADE 5083.
oR Ree aH * ALL ALUMINIUM WELDING IN ACCORDANCE WITH A.S. 1665 \REV|_DATE AMENDMENT QD
* -
JSP-400 RHS PONTOON FRAME CAST ALUMINIUM MOORING CLEATS COMMERCIAL OUTDOOR CARPET ALL WELDS SHALL BE 4 C-F-W. UNO, iy

     
  

1200 545
PLATE 1 PLATE

3000;

1200
PLATE

|-¢00-|

 

 

 

 

 

TO FRONT & BOTH ENDS

PLATE
Heya
silt
PLAN VIEW | hl Hi hil!
SCALE 1:50 RR

CEE ea
TNR TT ttt

eT dE eT tH tn
titutil

100 X 75 X 2 AL. RHS
BEAMS @ 400 CRS
& TRANSVERSE BEAMS @ 2000 CRS
JSP-305 RHS PONTOON FRAME
TO BACK SIDE ONLY

a

PIVOTING GUIDE ROLLER BRACKET

f°

7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

* ALL BUTT WELDS TO BE FULL PENETRATION.

* PLUG WELDS SPACED @ 300mm CRS & AVOIDING H.D.P.E STRAPS.

* ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL.
* ALL STAINLESS STEEL INCLUDING BOLTS, NUTS WASHERS SHALL BE
GRADE 316.
* ALL WELDING SHALL BE IN ACCORDANCE WITH 1554.
* 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
* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
* MAX, WAVE HEIGHT - 0.5m
*PONTOON LIVE LOAD - 3kPa
*CONCENTRATED LOAD — 4.5kN OVER 300mm DIAMETER DECK
SURFACE AREA

242

FLOTATION FIXED TO DECK STRUCTURE WITH
H.D.P.E STRAPS OVER JSP—203 RHS MEMBERS
AND WELDED TO TOP OF FLOTATION CASING

—| 402
400 LL

PILE GUIDE BRACKETS
FIXED TO PONTOON FRAME
WITH 4 / M20 S.S BOLTS

 

 

 

 

 

 

 

 

Level 11, North Tower 515 St Pouls Tce,
Fortitude Valley, Qld 4006
Locked Bog 4006, Fortitude Volley Qld 4006.

Ph (07) 3100 2199
Fox (07) 3369 9722
Email: cordno®cardno.com.cu

 

DATE:

CHECKED: --7,7 , RPEO.

1667

 

 

(3~)-{U)

 

 

   

FAX

 

sPEcit

ALI

s T

(- THE MARINA SPECIALIST ‘)
TRADING AS ACN 010833119 2 INDUSTRIAL AVE
THE CALOUNDRA

QLD. AUSTRALIA 4551

PHONE (07)5492 5925
(07) 5492 6699

 

(mE: PONTOON CONSTRUCTION

s

 

PROJECT: PROPOSED PONTOON, CATWALK
& DECK

 

CUENT: OMAROSA PTY LTD
LOT 229 (18) COORAN CT

 

 

 

 

 

 

NOOSA HEADS
DATE: [DRAWING NO:
AS SHOWN 2/6/09 _| JSP—SJ-25394
DRAWN] CHECKED |ONERSIONS —___JBSUE A
\ wa | fs _|_ MILLIMETERS KP Ay

 

 

 

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