Approved Plans · OPW12/0241

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5 STARTER JETTY CATWALK
/ G445A GALV MESH TOP & BOTTOM OF ALUM TUBES, JsP-009 eee oe ‘
ENT TO SIT UNDER ALUMINIUM TU . ;
TYPICAL PIVOT PIN PATER OHOS NESTS ae WITH 2 M12 S.S DYNA OR CHEMSET {= a)
| crit “BOLTS OR JSP 003 LEG TO PATH = | —% JSP-205 OR
258 SS PIN ; 150 : Pan JSP-006 ~~
N12 COG BARS © 300 CENTRES TIED TO ToP 1 "| uSP 205
LAYER OF GAAS MESH 2 Be 2 / 75 X M12 SS DYNA BOL!
6ho
m HOLE IN EACH END OF HINGE PIN Fe eo aaron wu
(WHEN JSP-00B CATWALK FRAME IS’ USED
40MPo. REINFORCED CONCRETE FOOTING EXTENDS FROM TOP Se ee wm CONCRETE PATH a1
OF ALUMINIUM ANCHOR FRAME AND CONTINUES TO THE TOE. FACE: OF REVET WALL FOR
DF REVETMENT WALL AND THE BACK FACE TD FINISH LEVEL 300mm MIN CLEARANCE TO REVETMENT WALL) af REVETMENT WALL
WITH INSIDE DF ANCHOR FRAME. MASS CONCRETE FODTING : 75 X M12 SS DYNA BOLI
TO HAVE 2 VERTICLE LAYERS G445A MESH 50mm MIN CDVE!
10mm COMPRESSIBLE MATERIAL
WHERE NO REVETMENT TOE, FOOTING DEPTH 70 BE 1500 MINIMUM BETWEEN FOOTING AND REVETMENT WALL
FDR @kPa CATWALK LIVE LOAD
OR 1700 MINIMUM FOR 4kPa CATWALK LIVE LOAD Ss
400 TYP aS, 4 : g
| ll 192 TYREE: 00 TYP are NI anes eto JSP-003 OR
| ‘, REVETM —!
To! i 100 x 80 x 10 FB KOSS SSS SA -PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS 3 BPE a0e TEES rt oto purT
146 A 1 {ey Se }
UST el I wl ny ANCHOR FOOTING ELEVATION 100X100 x 10
T WITH M12. SS c
— 1480 200 GAP LE! , DYNA BOLT che ee
2 / 50 x 6 BRANES ween 10_/ us 008 CHANNEL 192 TUBE LEN" “1 50, ay \N ; om F
4 Mi6 SS BOLTS id bd CT Lat Cd Cy} 48s) | os
caer GIDE JSP=206 TUBES 50mm 132 ES {80-206 RAS FRAME UPTO
OR DYNA BOLTS LONG ON ENDS ‘ —O06 RHS FRAME 2000 TO
>" Om Smm PLATE GUSSET, 3000 LONG
1 200 UNDER EACH CORN } LENGTH
6mm END STARTER | | JETTY
GUSSET. Ves Sx] 290 ‘
4 . JSP—002 ANGLE INTERNAL ‘FRAMING
USP-206 TUBES 192mm LONG LENGTH ,T SUI === |__SPACED AT 600mm MAX. CRS
; TYPICA. SICH, WELDED TO SP i ae SUPPORTING 4mm AL. PLATE
3 | OR HWD DECKING
3 / 256 TBES__—-4Y" JSP-206 TUBES 50mm am i su) “
CATWALK WELDED BETWEEN FRAME : 5 LONG ON ENDS
& N, 7: 100 X 6 BRACKET OVER
CATWALK TO CONCRETE’ SLAB OR WALL HINGE Sea as = be a Se

SCALE 1:25
WO

6mm END GUSSET-

JSP 008 Cane

CONCRETE STRUCTURE

 

150 x 50 x 6 ANGLE

 

 

FRAME

 

 

 

SCALE 1:25

40 X 3 TUBE

 

 

 

M16 SS DYNA BOL’

NOTE:

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.

150 x 50 x 6 ALUM as

END GUSSET |

 

 

 

0 X 6 FLAT BAR

 

“SCALE 1:5

 

 

 

CATWALK °

 

CATWALK TO ANCHOR FOOTING HINGE

 
 
  
   

susie OEE REGIONAL Col

 

TYPICAL STITCH WELDED

| | \_JSP-206 TUBES 192mm LONG

   

er \ianiire

 

NC

 

 

 

 

 

 

 

SCALE. 1:25

LIVE DECK LOAD - 2kPa

IL

 

omar.

 

LONG TYPICAL STITCH WELDED

 

I \_JSP-206 TUBES 192mm

a hee 5
CATWALK TO STARTER VETTY BINGE

 
     
    
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ALL BOLTS AND FITTINGS SHALL BE 304 / 316 GRADE STANLESS STEEL SCALE 1:5 . . SCALE 15 ISP—006
THE MARINA SPECIALIST Parndis cum: Losy Cozp Fe@ DUNC [IME STANDARD PIANO HINGE OPTIONS —)
H 12/4/07 HONG CHROMATE NOTE, ADDED psp | TRIAS AN OTD MOUNDRA SEE lake tet 14S (SI) Nose Pre STARTER JETTY & CATWALK LAND ANCHOR DET
F 29/9/06 |UPDATED DETAILS USP - z QLD. AUSTRALIA 4551 Level 1, 5 Gardner Close, Milton 4064 Fox on sare. 9722 NoocsA He Abs, CALE: DATE: " DRAWING NO:
a hy; aps SOOT TD Ree eS ep wise PHONE (07)5492 5925 P.0, Box 388, Toowong 4066. Email: [email protected] | PROJECT: STANDARD — AS SHOWN 12/ 2/ 97 | JSP-SJ-005
B_R7/6/02 |UPDATE LAND ANCHOR DETAILS. - FAX © (07) 5492 6699 CHECKED: Abr R.P.E.Q, DATE: 7 DRAWN CHE®KED |DIMENSIONS ISSUE AR3
(REY DATE “AMENDMENT REQD SPECTALS 7 1667 BJ2-08 DRAWINGS MA MILLIMETERS H yy