Approved Plans - OPW14/0119

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW14/0119 2 APR 2014


[OCR of page images]
 

 

MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD _

 

TOP OF WALL
| | RL 1.0 AHD

 

 

 

 

 

 

MINIMUM WATER RL 0.44 AHD

 

 

PILES:

ALL PILES SHALL BE APPROVED HARDWOOD
AND TREATED TO HAZARD 6.

ALL PILES SHALL BE INSTALLED IN ACCORDANCE
WITH AS 2159 - PILING CODE

 

 

 

 

   

 

 

MAXIMUM TOTAL
BOAT WEIGHT

1500 kg ELEVATION

1:50
8

}~-——— 100 x 60 x 6.0

8 ‘C' SECTION

10mm WINCH
PLATE AT 1:5

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ongte a8 Pm 100 x 50 x6 xn ~~ y
400mm WOBBLE ROLLER 1 2SAPPROX ° Ay
APPROX PILE TOP RL 0.94 | onte ss pin SO x60x3.0RHS. +
50x50 x 3.0 RHS / —4 ; —ssamsne soos 1x00
APPROX PILE TOP RL 0.96 ee — . }-———100 x 100x6.0 PLATE _
_— x WELDED TO 100 x 100x 6.0 EA
MINLWATER RL OAMAHD © a)
100 x 50 x 3.0 RHS L 100 x 100 x 6.0 PLATE
2x 216 S/S BOLTS WELDED TO 100 x 100 x 6.0 EA 4 GaSO aRTEERTES
HWD PILES TYPICAL
-— gesree n
FRAMING ELEVATION
4:20
3900 1300
re + + +
= pas E : L 50x 80 x 3.0 RH8 ———-=-f. + 4
8 100 x 50 x 3.0 __.| 100 x 60 x 3.0 RHS ——= .
g RHS ' — eo eerese 7 eSNG CONCRETE
hada] | ha
Hale -P Le aL] : 1 VE : ——- — SS
& +e [ Ta H 7
= ;
tam > | rh | | | ‘N\ 100 x)60 x6 | \ veoxe X6EA |
é 100 x 100 x 6 EA @40 BRACE

ROLLER

 

 

 

 

 

 

 

8 us WOBBLE ROLLERS

ar | NA
360 He 2180

80x 60x30 RH8 1] "WOBBLE ROLLERS
(NOT SHOWN)

4! ne :

8600 OVERALL

 

 

 

 

+

FRAMING LAYOUT

4:20

1. UNLESS NOTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY
WITH THE AS81664 - “ALUMINIUM STRUCTURES CODE", AS10665 - “ALUMINIUM
WELDING CODE”.

2. ALL ALUMINIUM SECTIONS SHALL BE 6061/T6 ALLOY WITH 6086 OR 5063
ALLOY FOR PLATE.

3. ALL WELDING SHALL USE A FLUXLE8S PROCESS SUCH AS MIG OR TIG.
WHEN WELDING 6061 TO 6061, USE 4043 ALLOY FILLER.
WHEN WELDING 6061 TO 5006/6063, USE 6356 ALLOY FILLER.

4. STAINLESS STEEL, WHERE NOMINATED, SHALL BE ALLOY 304 OR 316.

300mm ROLLER
ON 616 8/8 PIN

   
    

2/816 S/S BOLTS.

 

 

 

 

 

 

 

SECTION X - X

1:10

 

NOOSA COUNCIL
APPROVED PLANS
OPW14/0119 2 APR 2014

 

 

 

——————- 100 x 80 x 6.0
‘C' SECTION

po————. 100 x 100 x 6.0
EA

100 x 100 x 6.0
PLATE WELDED
TO 100 x 100 x 6.0 EA

2200 MIN TREATED
HWO PILES TYPICAL

 

RAEFFER GOVINI
PROPOSED

JETTY & BOATLIFT
LOT 347 (No.22)
SEAHORSE PLACE
NOOSAVILLE

 

Norden
Nw Engineering

a

Structural / Civil Design Engineers

Sulte 16 ‘Tewantin Plaza”
Poinclana Avenue / PO Box 1153
Tewantin Q 4665

Ph: 07 84467137 Fax: 07 54497172
Wwew.nordenengineering.com

 

DRAWN OATE

MARCH 2014

 

 

 

WORKING DRG

 

 

 

“J1079-2 |