Body Corp for No. 7 Noosa Parade - Plans · OPW15/0114

 

 

G445A GALV MESH TOP & BOTTOM OF ALUM TUBES.
LAYER G4454 MESH BENT TO SIT UNDER ALUMINIUM TUBE

TYPICAL PIVOT PIN

258 S.S PIN
N12 COG BARS @ 300 CENTRES TIED 70 TOP

mm HOLE !N EACH END OF HINGE PIN

40MPo 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-Y

WITH INSIDE OF ANCHOR FRAME. MASS CONCRETE FODTING

TO HAVE 2 VERTICLE LAYERS G445A MESH 50mm MIN COVE
WHERE NO REVETMENT TOE, FOOTING DEPTH TO BE 1500 MINIMUM

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

JSP—009 ANGLE EACH CORNER

 

 

 

 

 

 

 

 

 

 

 

 

FASTENED TO WALL. Ec
| WITH 2 M12 S.S DYNA OR CHEMSET =
sp CATWALK BOLTS OR JSP 003 LEG TO PATH
lo
2 / 78 X MI2 SS DYNA 7 |

LAYER OF G445A MESH & BACK
VERTICAL LAYER OF G445A MESH

600

 

 

 

  
  
  
  
   
 

PIANO HINGE TO FINISH LEVEL
WITH FRONT OF REVETMENT WALL
(WHEN JSP-CO8 CATWALK FRAME IS USED

 

STARTER JETTY ee
T

usp—208 or!
JSP~008 co 903

 

 

 

 

NSURE FACE OF FRAME IS LEVEL WITH

CONCRETE PATH al

 

FACE OF REVET WALL FOR
CLEARANCE TO REVETMENT WALL)

10mm COMPRESSIBLE MATERIAL
BETWEEN FOOTING AND REVETMENT WALL

75 X M12 S.S DYNA mee

REVETMENT WALL

 

 

 

 

 

 

     
 
  

  

 

6mm END GUSSET

JSP 008 CHANNEL

CONCRETE STRUCTURE

 

 

 

 

 

 

 

 

  
     
     
   
  

 

 

 

 

    

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CATWALK eo Nthor FOOTING HINGE
SCALE 1:25

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

400 TYP yy = F
194 TYP a <- ; . rr
2 7
wv RASS menor tt | BS Ba cpl
4 | 100 x 80 x ASSO SOS PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS 7 ta ry to Suit
146 e
USL TU el el ANCHOR FOOTING ELEVATION 12M Fo
P-so ‘OOT WITH M12. SS
“| 41480 200 GAP LE DYNA BOLT
rans ae a w/ JSP 08 CHANNEL 192 TUBE LEN|=—| 7 P34 Ll
1 HINGE TU!
4/ MI6 SS BOLTS my oor 1 489+} _
CAST IN, CHEMSET JSP-208 TUBES 50mm = 3000 NG
OR DYNA BOLTS LONG ON ENDS | 008 RHS FRAME 2000 TO
4480 O. mm PLATE GUSSET | 7 08 LONG
4200 | UNDER EACH CORNER y 3000 MAXIMUM LENGTH
6mm END r STARTER | | JETTY
GUSSET v NY] ]290
f USP—002 ANGLE INTERNAL FRAMING
JSP-206 TUBES 192mm LONG LENGTH TO SUI 1] SPACED AT 600mm MAX. CRS
TYPICAL STITCH WELDED TO JSP SUPPORTING 4mm AL. PLATE
008 & JSP 205 L——"| 290 OR HWD DECKING
3 / 256 Tees |_JSP-208 TUBES 50mm or D
CATWALK WELDED BETWEEN FRAME L LONG ON ENDS
~~ we 100 X 6 BRACKET OVER
CATWALK TO CONCRETE SLAB OR WALL HINGE weet es ————————— TUBE EACH SIDE
180 x 50 x 6 ANGLE t
SCALE 1:25 FRAME PN o \_uSP-206 TUBES 192
JSP—206 TUBES 192mm LONG a mo
’ TYPICAL. STITCH WELDED LONG TYPICAL STITCH WELDED
Aa CATWALK

CATWALK TO ST. JETTY HINGE
ee

      
  

   

 

  

 

 

 

  

 

 

50 X 6 FB UNDER LIVE™DECK LOAD — 2kPa
— rl 150 x 50 x 6 ALUM ANGLEX_ 40 X 3 TUB
i x x
> C
END GUSSET | O hee
M16 SS DYNA BOLT: h H STARTER JETTY
ee ES i y
vote SCAE 15 i
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 STAINLESS STEEL. SCALE 1:5 SCALE 1:5 JSP-006
. THE MARINA SPECIALIST cardno CUENT:Bacy CaeP fog Ab 7 Noosa Mj TLE: STANDARD PIANO HINGE OPTIONS )
1 H2/A/o8 lew crow Note abcd ep | | AOC AS ACN 0106331192 INDUSTRIAL AVE Seo meus AEN: 081 078 982 loT © (7) AdoSa Lrerne STARTER JETTY & CATWALK LAND ANCHOR DET
G 21/2/07 |DETAILS AS PCR ENGINEER ENG. THE CALOUNDRA (id) Pry Ph (07) 3369 9822 Nosh HEADS
D R/S/08 UPDATE. To NEW EXTRUSIONS Wise QLD. AUSTRALIA 4551 Level 1. 5 Gardner Close, Milton 4084 Fox (07) 3389 9722 € CALE: WING NO:
© 371/03 |STARTER JETTY DETAILS ALTERED Phi ope PHONE (07)5492 5925 | |. Box 388 Teonong 4066 [email protected] | PROJECT: STANDARD AS_SHOWN JSP=SJ—005
B_b7/6/02 JUPDATE_LAND ANCHOR DETAILS FAX (07) 5492 6699 EA wire DATE: _ DRAWN ISSUE A3
(REY DATE "AMENDMENT REQD SPEC.TALI! ST . . ww 1 667 fo-6-1S DRAWINGS MA MILLIMETERS | J)