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Murray - Plans · OPW18/0056

Attached to the e-mail Operational Works Appliction – Prescribed Tidal Works - 17 Wesley Ct Noosa Heads.

of 6

Check the original when the exact wording matters.

Plans and drawings: the text below has words only, no drawings.

Log in to see the plans as drawn
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
  

 

 

   
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    

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125-4 ples} &
50 z
3 Ho cea =
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= |! L
4 SECTION B S
M20 S.S BOLTS SECURED\ 5
INTO PONTOON FRAME TRCK g
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SECTION A JSP-208 PONTOON 100 X 70@ NYLON ROLLER -
FRAME SIDE VIEW IN i28 XK 63 X 81 SK E|
=|
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x
om S|
f oO
100 X 12 BAR BOLTED 10 M20 S.S THREADED BAR fT =
pPONTOON FRAME WITH 2 TAPPED & FULLY WELDED INTO =
Meo SS BOLTS 40 X 10 REINFORCING PLATE ILE WALL zz
750 <
/ [10 JSP-208 PONTOON 2
F —550 — | fo -— . e
1 :
a = —ooy ete = Z|
| F 7 Te! Se fy a
A we 8, i i — OVERLAPPED BOLTED oO; B
2) Ne | PS CONNECTION WITH Wift =
r ! y 1 M20 SS BOLT With | i
db THROUGH BOTH BARS in 3
! s & INTO PONTOON FRAME a
if} {@ © ttl Z|
6mm PLATE GUSSET Ht + { ol
TO BOTTOM CORNER4 4 SINGLE ROLLER BRACKETS te S|
BOTH SIDES [FIXED WITH 2 M12 ‘SS BOLTS I
> 7
20mm 50 X 6 PLATE LUGS WELDED TO NOTES: a
ELEARANEE TOP EDGE OF FRAME TO FIX * ALL ALUMINIUM WORK TO COMPLY WITH AS1664. a
TO PILE 6mm AL. TREAD PLATE INFILL WITH * ALUMINIUM TO BE GRADE 6351-15. 2
Mie SS BOLTS TO EACH LUG * ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS. 1665 oi
* ALL WELDS SHALL BE 8 C.F.W. U.N.O. el
_ * ALL BUTT WELDS TO BE FULL PENETRATION. a
: | Sea roe * ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL, 5
cTED t + BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR 2
eau CheNES” & LANOCOTE APPLIED TO ALL CONTACTING SURFACES. z
an * DIMENSION TOLERANCES U.N.O. SHALL BE: al
alll NAP IN FENDER FABRICATION — + 2.0 MACHINING — UP TO 10mm +0.1 z
> 10 TO 100mm +0.2 &
> 100mm + 0.5 SI
ALL ANGLES +.05°
200 REEEED FRAME EDENERS * REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER. &
*
PLAN VIEW ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION 2
ULTIMATE LOAD CAPACITY = 8kN S
ONLY SUITABLE FOR SMALL PONTOONS IN SHELTERED SITES Z
BERTHING SMALL, LIGHT WEIGHT VESSELS 2
Q
2
z
8
4
F
THE MARINA SPECIALIST Cardno CUENT: NT BE Mueen7 TME: PILE BRACKET CONSTRUCTION
TRADING AS AON 10635119 2 AGUITRAL AVE Cee (ee i ACN: 051 074 992 tot (19) WESLEY CT TO SUIT 315¢ — 350¢ PILES
THE Ph (07) 3369 9822 Ngo: He Ab: : .
0 |6/6/08 | BLOCKS REPLACED BY ROLLERS JSP QLD. AUSTRALIA 4551 | ev 1, 8, Sodner Close itn 4084 Fox on 3369 9722 SA HEADS a 5 pare /9/05 ee 102
B 18/5408,| BLOGs RET ACeD BY FOtle ise PHONE (07)8492 5925 oe foowong . = oat cone seins PROJECT: STANDARD DRAWING aA : qe a
B 118/17 /06|FRAME STRETCHED & PILE MOVED 75mm {| JSP FAX (07} 5492 6699 C OT EO . lee . 2. z) SYSTEM 2006 DRAWN A3
ol DATE AMENDMENT Issu “| 467 - §-oSf, MA MILLIMETRES D sy,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

7

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