Omarosa Pty Ltd - Plans · MCU21/0186

 

 

 

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6mm END #4

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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