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Approved Plans MCU22-0205 & OPW22-0310

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   NOOSA COUNCIL
   APPROVED PLAN
MCU22/0205 & OPW22/0310
      19 DEC 2022


[OCR of page images]
 

 

NOOSA COUNCIL
APPROVED PLAN
MCU22/0205 & OPW22/0310

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ENCLOSED 6 ROLLER
CAGE BRACKET

  

 

6mm ALUMINIUM TREAD PLATE

 

 

 

 

 

 

 

 

 

 

 

19 DEC 2022
ENCLOSED 6 ROLLER
CAGE BRACKET
100-p—s pp 09
p50 100
{ .
— SS a =
Or {o] ay
105
M20 SS BOLTS SECURING
PILE BRACKET TO
PONTOON FRAME TRACK a <a)
SBCTION=A vost
SCALE 1:10 SIDE VIEW
100 x 12 FLAT BAR
100 x 12 FLAT BAR BOLTED
TO PONTOON FRAME WITH 2 N20 SS THREADED BAR
x M20 SS BOLTS TAPPED & FULLY WELDED INTO
CueAT FROM 8 40 x 10 REINFORCING PLATE
100 x 12 FLAT BAR 100 JsP-208 OVERLAPPED BOLTED CONNECTION WITH
7 i” PONTOON FRAME M20 SS BOLT THROUGH BOTH BARS &
S90 == INTO PONTOON FRAME
Y= t
\ Te” ° ‘ery a A
aba, ms ey
‘ev No! j =
\ 100 a 7 Nal |
V \ 0315 “A |
\ 8, 2, 2 3
Vy 9 oO I 5 ¥
6mm PLATE GUSSSET ' 5 |
b TO BOTTOM CORNER Vy . j
s BOTH SIDES \o W¢& © |
3 f at
2 oe 50 x 6 PL_LUGS WELDED TO TOP
e } EDGE OF FRAME TO FIX 6mm AL.
20mm CRANE , NX) fy TREAD PLATE INFILL WITH M12 SS
u <OVA IN. oF BOLTS TO EACH LUG
v Y,
\ o © Z

 

PROJECTED FRAME cower YO

6 ROLLER BRACKET
FIXED WITH 12 x M12 SS BOLTS

ggg

PLAN VIEW

 

GS

 

 

 

REV. DESCRIPTION

HECKED: his

 

 

By | DATE _|APPO|

 

ABN 6 099 997 965, [email protected]

RPEQ:

JSP=209 FLAT BAR
SURROUND FRAME

SNAP IN. FENDER

R300 ROLLED FRAME CORNERS

 

 

 

  

 

SECTION-B > = WALL

SCALE 1:5

NOTES:
ALL ALUMINIUM WORK TO COMPLY WITH AS1664
ALUMINIUM TO BE GRADE 6351-T5
ALL ALUMINIUM WELDING IN ACCORDANCE WITH AS1665
ALL WELDS SHALL BE 8 CFW UNO
ALL BUTT WELDS TO BE FULL PENETRATION
ALL BOLTS & FITTINGS TO BE 304 OR 316 STAINLESS STEEL
BOLT INSULATION SHALL BE ACHIEVED WITH A LIBERAL COATING OF DURALAC OR
LANOCOTE APPLIED TO ALL CONTACTING SURFACES
* DIMENSION TOLERANCES U.N.O. SHALL BE:
FABRICATION - + 2.0 MACHINING - UP TO 10mm £0.1
> 10 TO 100mm +0.2
> 100mm + 0.5
ALL ANGLES +.05°

* REMOVE ALL SHARP CORNERS, BURRS & WELD SPATTER
* ANY CHANGES TO BE NOTED AND RETURNED TO DRAWING OFFICE FOR REVISION

ULTIMATE LOAD CAPACITY = 26kN

 

THIS DRAWING IS SUBJECT TO COPYRIGHT AND CANNOT BE REPRODUCED IN PART OR FULL OR PASSED ON TO A THIRD PARTY WITHOUT THE WRITTEN PERMISSION OF THE JETTY SPECIALIST

 

Crichton EDGE Consulting Engineers
‘st Floor, 28 Balaclava St
Woollongabba, QLD 4102
Mob +61 447 950 427

THE MARINA SPECIALIST
TRADING AS ‘ACN 010833119 18 RON PARKINSON CRES
CORBOUND PARK
THE ett QLD 4551 AUSTRALIA
WE A PHONE(Q7) 5492 5925
17/09/2020 | “=” SPECIALIST ** (07) 5492 6699

 

5496

 

 

(CLENT:

PRC

NILE BRACKET CONSTRUCTION TO SUIT

SE HARLE
LOT 221 (34) COORAN CT 0315 PILES & 6 ROLLER BRACKET
NOOSA HEADS DATE: UNITS | SCALE: ‘SHEET: A3
OVECT. 23/09/2019 | mM 1:10 1:5 1 OF 1
STANDARD DRAWING ah fers ‘APPRO: ORG Nei Rev:
TOB Pc__JSP-SD-102-1 A

 

 
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