Rabtuvi Pty Ltd - Plans · OPW13/0451

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480 THICK SLAB

WITH”

PROVIDE N12 DOWELS AT 300 CRS

{ CHEMSET 125mm INTO BOTH WALLS

Cost Rare agare NSO.

a
ee

G445A MESH CAGE, SO covert.

  
 

FINISH AT HEIGHT OF WALL

 

 

 

 

 

STANDARD PIANO HINGE BRACKET TO EXISTING WALL

    

 

 

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HIS 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 |

 

 

 

 

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THE MARINA SPECIALIST CUENT: RABTUVI P/L THLE: ELEVATION |
| eine ACN 010633119 2 NOUSTRAL AE c ar d F1O© sen: 57 051 074 992 LOT 34 (69) WYUNA DVE \
THE ower Ph (07) 3100 2199 —
| QLD. AUSTRALIA 4555 | [Level 11. Nosh ‘evel O° Silko ies Fox oO 3369 9722 NOOSAVILLE SCALE: DATE: DRAWING NO:
| pea PHONE (07)5492 5925 | [Locked Bog_ 4008, Fortitude Volley Qis 4006. Email: cordnoGeardno.com.ou) | PROJECT: PROPOSED PONTOON & CATWALK 1:50 14/3/12 JSP—SJ-25771
FAX (07) 5492 6699 | (CHECKED: EnaLZ, RPEQ. DATE: DRAWN i DIMENSIONS ISSUE
DATE AMENDMENT my specratistT ee RAT EOF /6-F-13 MA °* | MILLIMETERS AB A3)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

 

 

FIT FLOTATION BLOCK

 

TO FRAMEWORK

PRIOR TO FITTING AL. SHEET DECK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

— m~ 100 X 75 X 2 AL, RKS
LONGITUDINALS
400
FREEBOARD {
at Oo Oo ¢c; ti Li Li it Li
w
* \
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345 FOAM t 4840 ’
THICKNESS |.___ 9340
FRONT VIEW SIDE VIEW
oJ <>
GRADE SL POLYSYRENE FLOTATION BLOCK FULLY
ENCASED WITH 1.5mm H.D.P.E SHEETING.
ALL SEAMS TO BE FULLY WELDED TO SEAL POLYSTYRENE
AGAINST WATER, MARINE ORGANISMS OR CHEMICAL ATTACK
4mm ALUMINIUM DECKING
JSP-305 RHS PLUG WELDED OR RIVETED TO
PONTOON FRAME FRAMEWORK & COVERED WITH
ERCIAL 0}
OFA § SIDES: COMMERCIAL OUTDOOR CARPET cacr ai MINIUM MOORING CLEATS
JED TO DECK
1500-——-| |
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ae HHI __|_- HDPE STRAPS OVER USP-203 RHS NOGGINS
1 = AND WELDED TO TOP OF FLOTATION CASING
wh Hl 2
F
STANDARD JSP PILE BRACKETS
400 X 75 X 2 AL. RHS
LONGITUDINAL BEAMS @ 400 CRS FIXED TO PONTOON FRAME
& TRANSVERSE BEAMS @ 2000 CRS WITH 2/ M20 S.S BOLTS
PLAN VIEW -
4 ROLLERS BOLTED TO
DECK PLATE
THE MARINA SPECIALIST Cardn CUENT: RABTUV P/L TME: PONTOON CONSTRUCTION )
TRADING AS _ACN 010633119 2 INDUSTRAL AE Gama Nolen © ssn: 57 051 074 992 LOT 34 (69) WYUNA DVE 7
THE OUN Pouls Ph (07) 3100 2199
QLD. AUSTRALA 4551 | Level 12. North Tove, 65 St Pous Tes Fax on 3369 9722 NOOSAVILLE SCALE: DATE: DRAWING NO:
Rey PHONE (07)5492 5925 | [backed Boq_40D6, Forte Valley O18 4006. Email: cordnoBcardno.com.ou) | PROJECT: PROPOSED PONTOON & CATWALK 1:50 14/3/12 JSP—SJ-25773
FAX (07) 5492 6699 | CHECKED: Ga R.P.E.O. DATE: . DRAWN | CHECKED [DIMENSIONS ISSUE
{REV_DATE AMENDMENT REQD/ sepeectALts T awk /Eb7 hb- F-13 MA MILLIMETERS A__|A3/

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

 

 

G445A GALV MESH TOP & BOTTOM OF ALUM TUBES, 7 JSP-009 ANGLE EACH CORNER —TF ae JETTY eo

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

: LAYER GA4SA MESH BENT TO SIT UNDER ALUMINIUM TUBE FASTENED TO WALL: '
M12 S.S DYNA OR CHEMSET ——~{_ =
TYPICAL P|VOT PIN { PY CATWALK aa OR USP 003 LEG TO PATH | JSP—205 op! . |
256 SS PIN . , 150 : - JSP-006 .
N12 COG BARS © 300 CENTRES TIED TO TOP r Ae : h—Jsp 203
: eee oF cues ar ab 2 / 75 X M12 SS DYNA BOL
mm HOLE (N EACH END OF HINGE PIN ET eet LL
: (WHEN USP—008 CATWALK FRAME IS’ USED :
40MPa REINFORCED CONCRETE FOOTING EXTENDS FROM TOP
OF ALUMINIUM ANCHOR FRAME AND CONTINUES TO THE TOE- SU EOF Fae ea CONCRETE PATH
OF REVETMENT WALL AND THE BACK FACE TO FINISH LEVEL 300mm MIN— CLEARANCE TO REVETMENT WALL) Sy REVETMENT WALL
WITH INSIDE OF ANCHOR FRAME. MASS CONCRETE FOOTING " : 75 X M12. S.S DYNA BOLT
TO HAVE 2 VERTICLE LAYERS G445A MESH SOmm MIN COVE ye tom COMPRESSBLE MNTERAL
im
WHERE NO REVETMENT TOE, FOOTING DEPTH 70 BE 1500 MINIMUM ;
" “FDR 2kPa CATWALK LIVE LOAD BETWEEN FOOTING AND REVETMENT Walt
OR 1700 MINIMUM FOR 4kPa CATWALK LIVE LOAD a
‘ . .
“air rp TYP 00 TYP cS aN WAL zn
Le. a ipo) 80% 10 FB Rs SS PROFLE OF REVETWENT WALL DOES NOT REFLECT ALL AREAS Waa S5P-208 LES ro Sur
146 [e] [e sire = sd . . ANCHOR FOOTING ELEVATION 4 100 X 100 X 10
| = 1480 oo 200 GAP LE! : . / Ln eed M12 5S
2 / 50 X 6 BRACES pene To_/ icp 908 CHANNEL 192 TUBE LEN =~] ° —~ 50, / ——_—L
: a ——— =a b=—$_$ $9 4}
Ooh GEST JSP~208 TUBES 50mm 132 sea aS FRA UP TO
OR OYMA BOLTS : LONG ON ENDS / : RHS FRAME 2000 TO
rt 480 0 SRDER PACH CORNER at LENGTH
— 200
oe 8 rT STARTER | | JETTY f
GUSSET" , : 7 ST eto / | . ;
{ = JSP=206 TUBES 192mm LONG ‘ : LENGTH TO SUI 1 P00 ANGLE Ea esa
, TYPICAL STITCH WELDED TO JSP IT] SUPPORTING 4mm AL. PLATE
ee 3 / 28 rwees__-H I , 70° sp-208 TUBES SOmm : rp fy OR HNP Pesan
CATWALK ; WELDED BETWEEN FRAME f. LONG ON ENDS ‘ :
| j MS aa 2 : 100 X 6 BRACKET OVER
CATWALK TO CONCRETE SLAB OR WALL HINGE lees ets SS D TUBE EACH SE
SCALE 1:25 150 x 50 x 6 ANGLE Fa=2 fea __taaa ERSe eS TCO:
, ™ uSP-208 TUBES 192mm LONG U JSP-206 TUBES 192mm
. . - | TYPICAL STITCH WELDED LONG TYPICAL STITCH WELDED
6mm END GUSSET : .
ASP 006 CHANNEL\ CATWALK TO ANCHOR FOOTING HINGE CATWALK TO STARTER JETTY HINGE
SCALE 1:25 SCALE 1:25

CONCRETE STRUCTURE

LIVE DECK LOAD - 2kPa

 

150 x 50 x 6 ALUM ANGLEN. 40 X 3, TUR

 

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Mi6 SS DYNA saul

. . : 4
ian: SCALE 13550 a a

ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664.
ALL ALUMINIUM SECTIONS SHALL BE GRADE 6351~T5.
ALL ALUMINIUM TO BE IN CONTACT WITH CONCRETE TO BE COATED WITH ZINC CHROMATE.

 

 

 

 

 

 

 

 

 

 

 

 

 

        
       
   

  

 

 

 

   

 

 

ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STANLESS STEEL SCALE 1:5 SCALE 1:5 JSP-006
THE MARINA SPECIALIST Cea rd no cut: LAST UV) PTY US” TM STANDARD PIANO HINGE OPTIONS
BY 7 (DEMLS AS PER ENGINEER TMS MN 0106359 EOIN Caran fe) Py Ut mu ON tet 3¢ (67) Wren BR STARTER JETTY & CATWALK LAND ANCHOR DET
FL KEP Fay oma | Fee a)

QCnN}exr

1s 03 |STARTER® Pay DETAILS pa

 

 

 

 

 

 

:

! QLD. AUSTRALIA 4551] Tiel 1, Mitton 4064 . NadoSa vViLce SCALE: AE WING NO:

A - PHONE (07}5492 5925 ] [PO Bat 8 owen 108 Emi ardnecadn.com.c4 PROJECT: STANDARD © “1 AS SHOWN 12/2/97 _| JSP—SJ-005

d FAX | (02) 5492 6699 s . . . DRAWN ED [DIMENSIONS
SPECTIHrALIUts tT 7 DRAWINGS MA “fe MILLIMETERS H A3)

 

 

Page 5

 

 

uSP-203
JOP CHORD / HANDRAILS

JSP—202
UPRIGHTS & DIAGONALS

  
 
 
 
  

OPTIONAL

50 X 4 TUBE TOE RAIL
TO 6mm PLATE TO EACH
UPRIGHT

JSP-201°

INTERNAL |

[| :
" NOTE:
| FOR 4kPa LOADING TO CATWALK

1370
EXTERNAL

_—\—-

1210

SECTION A

TYPICAL ALL CATWALKS’

SCALE 1:25
3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm

 

 

 

CRS WITH 4mm AL RIVETS & COVERED WITH
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
TREATED & DRESSED F17 HARDWOOD PLANKS FIXED
WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
EACH PLANK.

* FOR UNRESTRICTED ACCESS. (ALL SITUATIONS OTHER
THAN PRIVATE MARINA FACILITIES FOR 1 OR 2 BOATS)
USE 125 X 35 F17 CCA TREATED’ HARDWOOD PLANKS
OR 4mm AL PLATE

 

 

 

 

 

 

 

OPTIONAL FOR MARINAS

JSP-202 RHS SERVICES |

BRACKET WELDED UNDER CROSS
BEAMS @ 1800 CRS

NOTES:

 

 

60 X

 

* ALL FRAMING MATERIAL TO BE ALUMINIUM

* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL S.S STEEL WELDING IN ACCORDANCE WITH AS. 1554

* ALL WELDS SHALL BE 4mm C.F.W. U.N.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

USE JSP—006 RHS BOTTOM CHORD / BASE RAILS.
40 x 2 RHS LONGITUDINALS

WELDED BETWEEN ALL CROSS MEMBERS

FOR CATWALKS WITH TIMBER DECKING

STANDARD SIDE PROFILES

SCALE 1:100

oN
\

NOTE: BENT END OPTION CAN BE
USED ON ALL SIZED CATWALKS

000°

 

 

 

 

 

 

 

 

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ONLY 4y

. oN ' ' \ \

3 < Po Ted rT
| “PRN COR TERT 2 NZS
LIVE DECK LOAD| 1.5 kPa 2kPa 3kPa 4kPa - Oo 7 UPRIGHT
3 UPRIGHTS | 7.5m a 5.0m —~|1000 - |
5 UPRIGHTS 11m 10.0m 9m 8.5m EQUAL a
7_UPRIGHTS 13m 12.2m 11.5m 10.5m UPRIGHT , ’ ‘ ' ‘ :
‘9 UPRIGHTS _|_15m 13.9m_|_12.5m 5m | | =) Spacing

> 1070 100mm 402 HT UPRIGHTS 17m 16.0m | 14.5m 13.0m_ | 5

an AS et , 9 UPRIGHT

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

* REMOVE ALL SHARP CORNERS,
BURRS & WELD SPATTER.

* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

 

 

 

 

 

 

 

 

 

ROLLER DETAIL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

  
 
 
 

 

JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
LENGTH AND SPACING TO SUIT STANDARD PIANOH HING
SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS

  

 

 

 

 

 

SCALE 1:5
| Ti
00 GAP
| _
| | 50 X 2 SHS @ EACH UPRIGHT & AT 1/3 X D
fi (UPRIGHT SPACING), WITH 600 CRS MAX. ICAL BASE DETAIL
SSeS Se SS SS er SS SS SE SS SS SS OR 400 CRS WITH 3mm OR 4mm PLATE SCALE 1:100
145 pes HINGE TUBES
A oe 1 WW oN cones
tT sit I\ 3a =S== 0 X 6 FLAT BAR WELDED TO
12mm SS PL MJ Lis x HINGE. TUBE & CATWALK END
lls
, ies \ ut BAR SJ]
160 \_#70 NYLON ROLLER T0 |75— op CHANNEL —
127 EACH SIDE OF CATWALK. PIANO HINGE DETAIL
SCALE 1:5
THE MARINA. SPECIALIST c CLENT: LABTVVI PTY LW ‘ame: STANDARD CATWALK CONSTRUCTION
TRADING AS ACN 010835119 2 INDUSTRIAL AVE Brdng vx: os 074 92 Let 2¥-( 69) WYUNeKe
E 19 97 TABLE & NOTES TERED ENG oe QLD. AUSTRALIA 4551 hewisil 5650 ain Ph (07) 3369 9822 Noosavinx SCALE: Te: "PRAHING No:
: 1 ner 3389 97: — *, f
& BHO fis MEET EAING MDE eg Pepe PHONE (07)5492 5925 | |P2- Bor 38, Toowong S066. eegine sme comaul |-PROJECT: STANDARD DRAWING AS SHOWN 12/3/03 | JSP-GW-006
8 aL ow ANGE Seto NS_ CHANGED SP. FAX (07) 5492 6699 a ee DATE: DRAWN | CHEGKED [DIMENSIONS IssuE A3
AMENDMENT SPECTALIST S0G7 — |24./9.07 NHW MILLIMETERS E Ad)

 

 

 

  
  
  
    
 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

Page 6

 

 

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lat

t
- M20 S.S BOLTS SECURED\
INTO PONTOON FRAME TRCK

SECTION A

100 X 12 BAR BOLTED TO
rPONTOON FRAME WITH 2
Meo S.S BOLTS

750

 

 

 

 

 

 

 

 

 

 

JSP-208 PONTOON

SIDE VIEW

FRAME

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

JSP-208 .PONTOON
FRAME

 

 
 
   
 
 
 
  
 

 

6mm PLATE GUSSET
TO BOTTOM CORNER“
BOTH SIDES

7

 

 

TO PILE

 

\
PROJECTED. w’—

k

FRAME CORNER —665.

--4 Y
7
i

DVERLAPPED BOLTED

CY
PN connection WITH
1 M20 S.S BOLT

THROUGH BOTH BARS
& INTO PONTOON FRAME

4 SINGLE ROLLER BRACKETS

gS IXED WITH 2 Ml2 S.S BOLTS
oO

50 x 6 PLATE LUGS WELDED 70
TOP EDGE OF FRAME TO FIX

émm AL. TREAD PLATE INFILL WITH
Mi2 S.S BOLTS TO EACH LUG

| —~_JSP-209 FLAT BAR

SURROUND FRAME

 

SECTION B

100 X 70 NYLON ROLLER
IN 128 X 63 X 8/6 CHANNEL
12¢ SS PI

 

 

 

 

 

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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 B 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

HIS 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

 

  
      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

call NAP IN FENDER
> 10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +.05°
300 ROLLED FRAME CORNERS + REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER.
PLAN VIEW + ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION
. ULTIMATE LOAD CAPACITY = 8kN
ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES
BERTHING SMALL, LIGHT WEIGHT VESSELS
=
THE MARINA SPECIALIST Card CUNT: LAST! PTY Corp TE: PILE BRACKET CONSTRUCTION )
TRADING AS ACN 010633119 2 AGUETRIL ANE aon ACN: 051 074 992 (oT 34 (ET) WYUNR AR To SUIT 315@ — 350¢ PILES
THE . Co —
D 16/6/08 | BLOCKS REPLACED BY ROLLERS USP ’ QLD. AUSTRALIA 4551 Level 1, 5 Gardner Close, Miten 4064 Fax oO “3300 9722 NoosA VIULE , pares /9/05 peat E a
PHONE (07)5492 5925 | [P.0. Box 386, Toowong, TOP. Email: [email protected] | PROJECT: STANDARD DRAWING : JSP_SD—1
Cee ae ore ONE NPLE MOVED 75mm | JSP ep FAX (07) 5492 6699 COD Rae DATE: DRAWN | CHECKED JOMENSIONS ISSUE AB
iol DATE. ‘AMENDMENT ISSUI SP bECG?TALIS T 4o67 24_- §-of SYSTEM 2006 MA MILLIMETRES D

 

 

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NSSUE C

 

DATE:

20/4/99 | JSP-SD-045 _-

MILLIMETERS

 

315 & 400 DIAMETER REINFORCED
CONCRETE INSITU PILE CONSTRUCTION

 

TITLE:
SCALE:

ED [DIMENSIONS

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1:25

DRAWN
MA

 

 

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boT 24 (67) NYUNA DR

NOOGAULTR

 

LENT: ZA-STUVI

=

ACN 010633118 2 INDUSTRIAL AVE

THE MARINA SPECIALIST

TRADING AS
THE

 

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in STANDARD DRAWING

24/4/06

 

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