Rabtuvi Pty Ltd - Plans · OPW13/0451

 

 

 

 

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

 

fj

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)

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1s 03 |STARTER® Pay DETAILS pa

 

 

 

 

 

 

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