OPW15/0114 Approved Plans

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW15/0114 14 JUL 2015


[OCR of page images]
 

 

+———70'
G445A GALV MESH TOP & BOTTOM OF ALUM TUBES. e
LAYER G4454 MESH BENT TO SIT UNDER ALUMINIUM TUBE S00-
TYPICAL PIVOT PIN i IN y
258 S.S PIN 150
N12 COG BARS @ 300 CENTRES TIED 70 TOP }

 

 

 

 

 

 

 

 

 

 

 

 

CATWALK

JSP—009 ANGLE EACH CORNER

 

FASTENED TO WALL,
BOLTS OR USP 003 LEG TO PATH

 

usp—208 or!
JSP~008 co 903

STARTER JETTY ee
WITH 2 M12 SS DYNA OR NT] 4

X

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
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

LAYER OF G445A MESH & BACK
VERTICAL LAYER OF G445A MESH

 

600

2 / 75 X MI2 SS DYNA 7 |

  
 
   
 
   
 

PIANO HINGE TO FINISH LEVEL

WITH FRONT OF REVETMENT WALL

(WHEN JSP-CO8 CATWALK FRAME IS USED
NSURE FACE OF FRAME IS LEVEL WITH
FACE OF REVET WALL FOR

CLEARANCE TO REVETMENT WALL)

 

 

MIN—

10mm COMPRESSIBLE MATERIAL
BETWEEN FOOTING AND REVETMENT WALL

 

 

 

 

 

     
 
  

  

 

 

  

ft

 

  

 

 

 

 

 

 

 

CONCRETE PATH

75 X M12 S.S DYNA mee

al

 

REVETMENT WALL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

400 TYP Tr +s
PP epee OER ae vel
_——1 NO SS N REVETMENT WALL JSP-003 OR
41 oo 460 x 10 FE KASS SSS PROFILE OF REVETMENT WALL DOES NOT REFLECT ALL AREAS 4 ta JSP-203 LE My oog Sunt
146
USL TU el el ANCHOR FOOTING ELEVATION Os ic
P-so ‘OOT WITH M12. SS
“| 4480 200 GAP LE DYNA BOLT
2 / 50 ¥ 6 BRCES WELDED To Jf Lge 0s coannen 192 TUBE LEN} “i HS) rp
4 / M16 SS BOLTS Ev SSS 1480+} 7
Qasr, CHEMSET JSP-206 TUBES 50mm = 3000 NG
OR DYNA BOLTS LONG ON ENDS t 0B RHS FRAME 2000 TO
4480 O. mm PLATE GUSSET | 7 08 LONG
| 1 200 L UNDER EACH CORNER J 3000 MAXIMUM LENGTH
mm END r STARTER | | JETTY
GUSSET- “ ‘(pepo JSP-002 ANGLE INTERNAL FRAMING
JSP-206 TUBES 192mm LONG LENGTH TO SUI SI space at 600mm MAX. CRS
TYPICAL STITCH WELDED TO JSP SUPPORTING 4mm AL, PLATE
008 & JSP 205 3 / 20 WES ia 2 ° sp_208 TUBES S0mm ch ep OR HWD DECKING
CATWALK WELDED BETWEEN FRAWE ~~ f. L ‘LONG ON ENDS
“ pe 100 X 6 BRACKET OVER
CATWALK TO CONCRETE SLAB OR WALL FINGE elle ees ets —— — TUBE EACH SIDE
150 x 50 x 6 ANGLE,
SCALE 1:25 x 50+ 6 ANGLE es".
JSP—206 TUBES 192mm LONG 1 a talent Samer Wee
NOOSA COUNCIL ‘ TYPICAL. STITCH WELDED ING TYPICAL STITCH WELDED
ek CATWALK
PROVED PLANS ALK

 
  

6mm END GUSSET
JSP 008 CHANNEL:

15/0114 14 JUL 2015

 

 

CONCRETE STRUCTURE

50 X 6 F.B UNDER Lee
EACH HINGE JUBE———_[
i

  

 

 

 

CATWALK eo Nthor FOOTING HINGE

 

SCALE 1:25

   

 

 

 

150 x 50 x 6 ALUM ANGLEX_ 40 X 3 TUB
>

 

 

 

 

 

 

 

 

 

 

CATWALK TO ST. JETTY HINGE
ee

LIVE'DECK LOAD — 2kPa

   
     

 

   

  
    
     

 

 

 

   

 

 

 

   

 

     

 

END GUSSET | @ hee
M16 SS DYNA BOLT } tt
oo i STARTER JETTY
vote SCAE 15 i
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 SCALE 1:5 SCALE 1:5 JSP-006
. THE MARINA SPECIALIST cardno CENT: Bomy CaeP fee mo 7 NtoSA Mf TILE: STANDARD PIANO HINGE OPTIONS ‘)
1 W3/a/a2 lec crows Note abocD ep | | AOC AS ACN 0106331192 INDUSTRIAL AVE Seo meus AEN: 081 078 982 LoT & (7) NdoSA DRaroe STARTER JETTY & CATWALK LAND ANCHOR DET
G 21/2/07 |DETAILS AS PCR ENGINEER ENG. THE CALOUNDRA 9 (2k) Pry Ph (07) 3369 9822 Noss fe:
F P9/9/06 |UPDATED DETAILS JSP QLD. AUSTRALIA 4551 Level 1. 5 Gardner Close, Milton 4084 Fox (07) 3369 9722 ‘OOS. AOS CALE: WING NO:
D fii/3/05 |UPDATE TO_NEW EXTRUSIONS W/SH P.0. Box 388, Toowong 4066, Email; [email protected] | PROJECT: AS SHOWN JSP-SJ—005
C [13/1/03 |STARTER JETTY DETAILS ALTERED PM Rap PHONE (07)5492 5925 : * STANDARD
B_b7/6/02 JUPDATE_LAND ANCHOR DETAILS FAX (07) 5492 6699 EA wire DATE: _ DRAWN ISSUE A3
(Rey DATE ‘AMENDMENT REQD SPECIALIST ra uN | 667 jo-6-15 DRAWINGS MA MILLIMETERS | ay,