Approved Plans OPW18-0056 · OPW18/0056

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   NOOSA COUNCIL
   APPROVED PLAN
OPW18/0056 20 APR 2018


[OCR of page images]
 

1370
EXTERNAL SECTION A
TYPICAL ALL CATWALKS
JSP—203 1210 125

TOP CHORD / HANDRAILS | INTERNAL

USP-202
UPRIGHTS & DIAGONALS |

  
    

JSP—-205
BOTTOM CHORDS

NOTES:

* ALL FRAMING MATERIAL TO BE ALUMINIUM
* ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665
* ALL S.S STEEL WELDING {N ACCORDANCE WITH AS. 1554
* ALL WELDS SHALL BE 4mm C.F.W. U.N.O.
* ALL ALUMINIUM SECTIONS TO BE GRADE 6351-T5.
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION = + 2.0 MACHINING - UP TO 10mm 40.1
> 10 10 100mm +0.2
> 100mm + 0,5
ALL ANGLES +1°

 

3mm ALUMINIUM PLATE FIXED TO FRAMING AT 250mm
CRS WITH 4mm AL. RIVETS & COVERED WITH
COMMERCIAL OUTDOOR CARPET. OR 125 X 25mm CCA
oe TREATED & DRESSED F17 HARDWOOD PLANKS FIXED

WITH 6 / 50 X 10 GAUGE STAINLESS STEEL SCREWS
EACH PLANK.

240?

STANDARD SIDE PROFILES [Ps {|

SCALE 1:100 2

 

 

91

NOTE: BENT END OPTION CAN BE
USED ON ALL SIZED CATWALKS

 

3 UPRIGHT
6

 

 

 

 

 

 

 

CATWALKS WITH TIMBER DECKING.

NOOSA COUNCIL
APPROVED PLAN
WELDED BETWEEN aL cross ueusers ror | OPW18/0056 20 APR 2018

 

 

 

 

 

 

 

 

 

(1.5kPa & 2kPa LIVE LOAD ONLY)

 

 

4

 

 

 

 

 

 

“
s\r |
4kPa <F ae

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MAXIMUM CATWALK LENGTHS .

[IVE DECK LOAD HS. kPa 21 Sis Pa 2 |

rs UPRIGHTS | 7.5m "im “Om ‘Om t_

5 UPRIGHTS 11.0m 10.0m 9.0m 8.5m —+| 1000 7 UPRIGHT 4 |
7_UPRIGHTS 13.0m 12.2m_|_11.5m 10.5m EQUAL ;

9 UPRIGHTS 15.7m 13.9m | 12.5m 11.0m UPRIGHT ott 965
nT UPRIGHTS | _16.8m 14.7m | 12.5m 110m “1 spacing [= ye t

 

 

 

* CATWALK TO BE NO LESS THAN 5COQmm ONTO PONTOON AT MEAN LOW WATER,

* REMOVE ALL SHARP CORNERS,
BURRS é& WELD SPATIER.

* ANY CHANGES TO BE NOTEO AND RETURNED TO DRAWING OFFICE FOR REVISION

   
   
 
  
     

  

   
   
      
 
 
   

 
  

 

 

 

 

ROLLER DETAIL

 

fp |

  
 

 

 

| 9 UPRIGHT |

 

JSP-206 PIANO HINGE TUBES WELDED TO CATWALK END
LENGTH AND SPACING TO SUIT STANDARD PIANOH HING!
SEE STANDARD PIANO HINGE & LAND ANCHOR DRAWINGS

{i TUBE

 

 

 

 

 

 

 

 
     
  

 

 

 

 

 

 

 

 

 

 

 

SCALE 1:5 =
200 GAP
SL
|
JSP—002 ANGLE CROSS BEAMS (1.5kPa & 2kPo LIVE LOAD ONLY)
oe eee @ 600 CRS WITH CENTRAL LONGITUDINAL FOR TIMBER DECK OR TYPICAL BASE DETAIL
== 50 X 2 SHS CROSS BEAMS @ 400 CRS SCALE 1:100
WITH 3mm AL PLATE DECK
‘ poem HINGE TUBES
enol
ao eee= iO OX 6 FLAT BAR WELDED TO
HINGE TUBE & CATWALK END
ULL BAR
$70 NYLON ROLLER 10 CHANNEL _
SIDE OF CATWALK. 70 — PIANO HINGE DETAIL
SCALE 1:5
T PAS. WAX LENGTHS TABLE CHANGED THE MARINA SPECIALIST CUNT NT 4 be MULeTY TILE: STANDARD CATWALK CONSTRUCTION
H AB/o/1s LOADNGS ALTERED TRADING AS neh 0106331192 INDUSTRIAL AVE Gardne ex.s: 074 002 iri
§ P2/12/i3DECKING NOTES coca noi LOT Yo( 17) WieSizy
E 8/8/13 BONGTUDDALS & CROSS AALS - JSP-002 Tue CALOUNDRA Ph (07) 3369 9822 NOOSA pte ans - TE
E 11/30/07 (LOAD TABLE & NOTES ALTERED QLD, AUSTRALIA 4551 Lovel 1, 5 Gorcnar Close, Milton AG64 Fox (07) 3369 972 G NG:
D B/5/05_ [TIMBER DECKING SIZE CHANGED 0, Bor 388, Toowong 4086. Emok cordno@cordao coma | PROJECT: STANDARD DRAWING S SHOWN 12/3/03. | JSP—GW-006
© Ba AA0/04 ” 4kPa LOADING ADDED eA PHONE (07)5492 5925 : :
B_ 2277/04 JBASE RAIL & HINGE FAX (07) 5492 6699 | | CHECKED: 6 RPO. DATE: DRAWN | CH DIMENSIONS ISSUE A3
DATE SPEGTALTS T a nr TGF |27-1-il NHW MILLIMETERS J 3)