Bakaric - Full construction plans · MCU23/0134

 

 

TYPICAL PIVOT PIN

250 S.S PIN

 

mm HOLE IN EACH END OF HINGE PIN

40MPo REINFORCED CONCRETE FOUTING 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 FRAME.

TO HAVE 2@ VERTICLE LAYERS G445A MESH SOmm MIN COVER
WHERE NO REVETMENT TOE, FOOTING DEPTH TO BE 1500 cu

400 TYP GR 1700 MINIMUM FOR 4kPo CATWALK LIVE LOAD
ae TYP
100 x 80 x 10 FB

G445A GALV MESH TOP & BOTTOM OF ALUM TUBES.
LAYER G445A MESH BENT TO SIT UNDER ALUMINIUM TUBE

k

 

 

 

 

 

 

 

150
N12 COG BARS @ 300 CENTRES TIED TO TOP }
LAYER OF G445A MESH & BACK
VERTICAL LAYER OF G445A MESH 600

 

 

 
 
 
 
  
  
 
 
 

JSP-009 ANGLE EACH CORNER

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

WITH 2 M12 S.S DYNA OR CHEMSET ~~
BOLTS OR JSP 003 LEG TO PATH

2 / 75 X M12 S.S DYNA pours“ |

STARTER

JETTY

 

FASTENED TO WALL.

 

X

 

JSP-20

5 ort

JSP—006 Tsp 508

 

 

 

FACE OF REVET WALL FOR

 

  

MASS CONCRETE FOOTING
10mm COMPRESSIBLE MATERIAL
FOR 2kPa CATWALK LIVE LOAD

 

 

200 TYP
REVETMENT WALL

 

1

fer

 

felt

 

 

 

STE ote ty

|

ANCHOR FOOTING

f=-50

 

k 1480

2 / 50 X 6 BRACES WELDED TO.
EACH HINGE TUBE

 

JSP 008 CHANNEL

 

200 GAP LE

TUBE LEN }=—*

CT Cc CT TY

192 > 50,

 

 

 

NOT APPLICABLE

JSP—206 TUBES 50mm 13e

LONG ON ENDS

 

 

 

oF

 

 
 

6mm END
GUSSET-

CATWALK TQ CONCRETE SLAB OR WALL HINGE

JSP 008 CHANNEL

50
EA

M1

NOTE:

   

 

 

 

 

Eas

 

U fot LI
CATWALK

SCALE 1:25

6mm END GUSSET-

CONCRETE STRUCTURE

X 6 F.B UNDER Lom
CH HINGE TUBE _|

4

 

 

 

 

6 SS DYNA BOLTS

 

0 X

SCALE 1:5

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.
ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STAINLESS STEEL. S

UNDER

 

700

 

pO OR oon ke
—1 200
7 N

Z \

JSP-206 TUBES 192mm LONG

TYPICAL STITCH WELDED TO JSP
008 & JSP 205

3 / 250 TUBES__—-[]

WELDED BETWEEN FRAME

 

 

 

 

 

 

 

 

 

 

 

150 x 50 x 6 ANGLE
FRAME

| CATWALK |

CATWALK TQ ANCHOR FOOTING HINGE
SCALE 1:25

 

 

 

 

 

     
  

CATWALK
_meeeeres

6 FLAT BAR

 

 

 

ALE 1:5

 

CLEARANCE TO REVETMENT WALL)

PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS

6mm _ PLATE GUSSET

JSP-206 TUBES 50mm
{LONG ON ENDS

JSP-206 TUBES 192mm LONG
TYPICAL STITCH WELDED

BETWEEN FOOTING AND REVETMENT WALL.

 

CONCRETE PATH

vl

 

75 X M12 S.S DYNA BOLT-

 

a Cc CT H

 

cto

CLEVATION J

JSP-003 OR

se LEGS

100 X 100 X 10
OOT WITH M12 SS
YYNA BOLT

re

+1 480 ———__—+

TO SUIT

 

7 —

 

 

2000 LONG

 

EACH CORNER

LENGTH TO SUI]

STARTER | | J

4

EITY

 

 

 

 

 

 

 

 

i OR HWD DECKING

 

 

NOT APPLICABLE

 

 

 

 

 

 

|

a

eee

 

 

 

 

 

CATWALK ;

CATWALK TO STARTER JETTY HINGE
SCALE 1:25

        
   

STARTER JETTY

LIVE DECK LOAD — 2kPa

SCALE 1:5

CATWALK

REVETMENT WALL

J 100 X 6 BRACKET OVER
ND TUBE EACH SIDE

JSP-205 RHS FRAME UP TO
ISP-006 RHS FRAME 2000 TO
3000 LONG
3000 MAXIMUM LENGTH

JSP—002 ANGLE INTERNAL FRAMING
HH SPACED AT 600mm MAX. CRS
SUPPORTING 4mm AL. PLATE

\_JSP-206 TUBES 192mm

LONG TYPICAL STITCH WELDED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THE MARINA SPECIALIST

CUNT B & C BRYAN

TITLE:

STANDARD PIANO HINGE OPTIONS

 

 

 

 

 

 

 

 

 

D ~~ Crichton EDGE Consulting Engineers|
al Weollongabba OLD 4402 TRADING AS ACN 010633119 18 RON PARKINSON cRES |S LOT 3114 (137) QUAY CCT STARTER JETTY & CATWALK LAND ANCHOR DETAIL!
Mob +61 447 950 427 THE CORBOUND PARK — NEWPORT SHE WS SHE T=
ABN 66 099 997 985 [email protected] QLD 4551 AUSTRALIA |=— PROJECT: i : . re
PHONE(07) 5492 5925|U) see STANDARD DRAWING 12/2/97 | wM_|AS SHOWN
J ISSUED FOR EDGE ENGINEERS MA 9/9/20 TC CHECKED: _ |RPEQ: 5496 7/09/2020 — SPECIALIST FAX (07) 5492 6699 f DRAWN: CHECKED: APPRD: DRG No: REV:
REV DESCRIPTION BY | DATE |APPD MA TC JSP—SJ—005 J