Approved Plans MCU21 0186 & OPW21 0301 · MCU21/0186

           -
   NOOSA COUNCIL
   APPROVED PLAN
MCU21/0186 & OPW21/0301
      15 NOV 2021


[OCR of page images]
 

 

TYPICAL

250 S.S PIN

 

mm HOLE IN EACH END OF HINGE PIN

400 TYP

PIVOT PIN

G445A GALV MESH TOP & BOTTOM OF ALUM TUBES,

LAYER G445A MESH BENT TO SIT UNDER ALUMINIUM

N12 COG BARS @ 300 CENTRES TIED TO TOP
LAYER OF G445A MESH é& BACK:
VERTICAL LAYER OF G445A MESH

40MPa REINFORCED CONCRETE FOOTING EXTENDS FROM TOP
OF ALUMINIUM ANCHOR FRAME AND CONTINUES TO THE TOE
OF REVETMENT WALL AND THE BACK FACE TO FINISH LEVEL 300mm MIN:
WITH INSIDE OF ANCHOR
TO HAVE @ VERTICLE LAYERS G445A4 MESH SOmm MIN COVER

a

WHERE NO REVETMENT TOE, FOOTING DEPTH TO BE 1500 MINIMUM

FRAME. MASS CONCRETE FOOTING

FOR @kPa CATWALK LIVE LOAD
OR 1700 MINIMUM FOR 4kPa CATWALK LIVE LOAD

ry” TYP
re TYP
_———100 x 80 x 10 FB
le] le] o

 

4

p50

 

 

1480
2 / 50 X 6 BRACES WELDED TO,
EACH HINGE TUBE

 
 
  
  
 
  
  

6mm END
GUSSET-

 

SP 008 CHANNEL

JSP—206 TUBES 50mm
LONG ON ENDS

JSP-206 TUBES 192mm LONG
TYPICAL STITCH WELDED TO JSP
008 & JSP 205

CATWALK TO CONCRETE SLAB OR WALL HINGE

SCALE 1:25

6mm END GUSSET-

JSP 008 CHANNEL

CONCRE STRUCTURE.

 

50 X 6 F.B UNDER re

EACH HINGE TUBE——|

 

4

 

 

M16 SS DYNA BOLTS

 

NOTE:

 

SCALE 1:5

150 x 50 x

      
  

CATWALK

0 X 6 FLAT BAR

ALL ALUMINIUM FABRICATION SHALL COMPLY WITH AS1664.
ALL ALUMINIUM SECTIONS SHALL BE GRADE 6351-15.

ALL ALUMINIUM TO BE IN CONTACT WITH CONCRETE TO BE COATED WITH ZINC CHROMATE.

3 / 250 TUBES__}]
WELDED BETWEEN FRAME

 

 
  

TUBE

{

150

 

t

  
 
 
 
 

 

 

  
 

 

200 GAP LE!

192 TUBE LEN4-—{

JSP—009 ANGLE EACH CORNER
FASTENED TO WALL.

WITH 2 M12 S.S DYNA OR CHEMSET ——~1__ =
BOLTS OR USP 003 LEG TO PATH

2 / 75 X M12 SS DYNA sours |

CATWALK

PIANO HINGE TO FINISH LEVEL

WITH FRONT OF REVETMENT WALL

(WHEN JSP-008 CATWALK FRAME IS USED
ENSURE FACE OF FRAME IS LEVEL WITH
FACE OF REVET WALL FOR

CLEARANCE TO REVETMENT WALL)

10mm COMPRESSIBLE MATERIAL
BETWEEN FOOTING AND REVETMENT WALL

REVETMENT WALL
PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS

ANCHOR FOOTING ELEVATION

la

3

pt Ooo ke
—4 200

6mm PLATE GUSSET
UNDER EACH CORNER

 

 

 

| —“|

0
JSP—206 TUBES 50mm
{LONG ON ENDS

 

 

 

 

 

 

 

 

 

 

6 ANGLE

cS cS a

 

FRAME

 

 

CATWALK TO ANCHOR FOOTING HINGE
1:25

150 x 50 x 6 ALUM ANGLES

 

SCALE

  
  

 

 

 

 

40 X 3 a

END GUSSET |

 

Fe] at tt
\ soa TUBES 192mm LONG

TYPICAL STITCH WELDED

 

I

CATWALK,

 

 

JSP-205 ort
= JSP—-006

X

 

 

 

STARTER JETTY mo

[sp 203

 

 

 

 

 

 

 

 

 

LENGTH TO SUI

 

 

 

 

 

 

 

 

 

 

 

 

CONCRETE. PATH T
REVETMENT WALL
75 X M12 S.S DYNA BOLT
H ——T Le | —
cle JSP-003 OR
4 USP-203 LEGS le
TO SUIT
100 X 100 X 10
‘OOT WITH M12 SS
DYNA BOLT
0
148 JSP-205 RHS FRAME UP TO
2000 LONG
ISP-006 RHS FRAME 2000 TO
a LONG
3000 MAXIMUM LENGTH
STARTER | | JETTY
JSP-002 ANGLE INTERNAL FRAMING
SPACED AT 600mm MAX. CRS
SUPPORTING 4mm AL. PLATE
OR HWD DECKING

 

 

|
NOT APPLICABLE

 

 

 

| | CATWALK,

SCALE 1:25
E DECK LOAD — 2kPa

 

 
  
 
 

OSA COUNCIL

 

TMICU21/018
15 NOV 2021

 

PPROVED PLAN——4
OPW21/93911

 

 

 

 

 

  
 

100 X 6 BRACKET OVER
NO TUBE EACH SIDE

LONG TYPICAL STITCH WELDED

| \_JSP-206 TUBES 192mm

CATWALK TO STARTER JETTY HINGE

   
 
  

 

 

 

 

ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STAINLESS STEEL. SCALE SCALE 1:5 JSP-006
D = Gichon DEB Consulting gine THE MARINA SPECIALIST " OMAROSA PTY LTD ME CTANDARD PIANO HINGE OPTIONS
Woollongabbo, OLD 4102 | TRADING AS ACN 01063311918 RON PARKNSON cRES [3 LOT 229 (18) COORAN CT STARTER JETTY & CATWALK LAND ANCHOR DETAI
Mob +61 447 950 427 s CORBOUND PARK | NOOSA HEADS
eri ry THE QLD 4551 AUSTRALIA |] DATE: UNITS | SCALE: ‘SHEET:
ABN 66 099 997 965 £[email protected] jetty. PROJECT: 12/2/97 ww (AS SHOWN A3
PHONE(07) 5492 5925]U)) ¢
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REV DESCRIPTION BY | DATE {APO aul MA Te_| JSP-SJ-005 J