Council archive · source document
Development Application - Part 2 of 2 - Plans - OPW13/0066
Plans and drawings: the text below has words only, no drawings.
Original PDF page 3, section 2. The text section number identifies this passage in the reader.
’
_l~ ~~k 100 .8EA
I1J4O BRACE
T_Q4
I’ll: 07544871:57 Fu 07 54487172
l00.100.S EA -=~.IIIiiToOde..,.,""
s WOIIIIlE ROUERS
I
____ .
.
(NOTSHOWN) 150 x 150 x 3.0 RHS
---
WOII8LE ROU.ERS .
DIIA_ DATI!
,
(NOTSHOWN)
50 x 50 x 3.0 RHS SASHTON .IN<<JJRf2013
3!50 50 2150 150 28150 50 .
"
IICALI!
5!500 OVERAll. AS8HOWN
.
,
r t., ISSUE
WORKING DRG
!
FRAMING LAYOUT
.
~NO. ’ww.mMINT
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" !
..~--
1:20 ’.
13/02-2
[OCR of page images]
MINIMUM WATER RL 0.44 AHD
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD |
- TOP OF WALL
RL 1.0 AHD
QUE
\W —KSS
PILES:
AL . PILES SHALL BE APPROVED HARDWOOD
AND TREATED TO HAZARD 6.
AL. PILES SHALL BE INSTALLED IN ACCORDANCE
WITH AS 2159 - PILING CODE
MAXIMUM TOTAL
BOAT WEIGHT
1500 kg
ELEVATION
410mm WINCH
PLATE AT 4:5
1:50
8
L-—— 100 x 50 x 6.0
; ‘ g ‘C SECTION
i i 100mm WOBBLE ROLLER
ONG16 S/S PIN PENNE
100 x 50 x6 xn
: : ‘C' SECTION
1 10.6 APPROX
, 100mm WOBBLE ROLLER 9 1 = 50 x 50 x 3.0 RHS
1 *PRO {PILE TOP Ri. 0.94 ONG16 SIS PIN ak | a
EATS einer at
: ae 100 x 100 x 6.0 EA
50 x 50 x 3.0 RHS —oo 2x16 S/S BOLTS -<— WEED OTN
J =PRO {PILE TOP Ri. 0.66 ee —-———100 x 109 x6.0 PLATE___ ree
ee fl = ae ae —h— ‘ WELDED TO 100 x 100 x6.0 EA
C 400 x 100 x 6.0 EA 100 x 50 x 3.0 RHS xA
FIN. Wi TER FL OA4AHD é WELDED TO FRAME. f 2 : :
“00 x 50 x3. RHS / 2100 x 100 x 8.0 PLATE
fag a WELDED TO 100 x 100 x6.0 EA . 7——— 2200 MIN TREATED
HWD PILES TYPICAL
———— @200 MIN TREATED
HW0D PILES TYPICAL
1:20
3300 L 1300 +
80 x 60 x 3.0 RHS 4|
4 é
“a sa t t ; 50 x 50 x 3.0 RH§ ———=.
8 100 x 50 x 3.0 __.-] 100 x 50 x 3.0 RHS ———e
g RHS : ones PN 200 MIN TREATED af? _ EXISTING CONCRETE
IN ses HWD PILES TYPICAL RETAINING WALL
sh
i ie | | : :
3 i Il i cE E
- —-~>— os i. ~~] caansaks el.
400mm | AL | | one 400 x 100 x 6 EA
8 ROLLER BRACE
st 100 x 100 x 6 EA oe
g 4 — WOBBLE ROLLERS i
_s|_ —3Ro4 Th (NOT SHOWN) 60 x 50x 3.0 RH8 ———=(] ~—— WOBBLE ROLLERS
TS ae (NOT SHOWN)
80 x 680 x 3.0 RHS
360 4.2 2180 We 2860 50
5500 OVERALL
FRAMING LAYOUT
1:20°
1. UNLE3S8 NTED OTHERWISE, ALL CONSTRUCTION SHALL COMPLY
WITH * KE AS 1664 - "ALUMINIUM STRUCTURES CODE", AS16685 - “ALUMINIUM
WELDI 43 CODE”.
2. ALL ALUMINIUM SECTIONS SHALL BE 6061/T6 ALLOY WITH 6086 OR 5063
ALLOY FOR FLATE.
3. ALL WELDING SHALL USE A FLUXLE8S PROCESS 8UCH AS MIG OR TIG.
WHEN WELDING 6061 TO 6061, USE 4043 ALLOY FILLER.
WHEN WELDING 6081 TO 6086/6083, USE 6356 ALLOY FILLER.
4. STAINLESS STEEL, WHERE NOMINATED, SHALL BE ALLOY 304 OR 316.
ON G16 S/S PIN
100 x 50 x 6.0
‘C' SECTION
100 x 100 x 6.0
EA
2/@6SSBOLTS_j_| 2.0 |
N
bal
2) Ne
100 x 100 x 6.0
PLATE WELDED
TO 100 x 100 x 6.0 EA
200 MIN TREATED
HWD PILES TYPICAL
SECTION X - X
1:10
PILE-IT PTY LTD
TRADING AS
NOOSA JETTY
BUILDERS
Uesnoe No 723720
ABN 55 099 036 736
PO Box 299 PivFax 07 54743480
Noosevilie Mobile 0408 137526
Cid 4568 0417 740844
A & A McFADDEN
PROPOSED JETTY
& BOAT STORAGE
LOT 509 (No.3)
TOPSAILS PLACE
NOOSA WATERS
RABRINK PTY LTD T/A
John Norden
& Associates
INT cn 010 263 877
-—I } Structural / Civil Design Engineers
Suite 16 'Tewentn Plaza”
Poinciena Avenue / PO Box 206
Tewantin Q 4665
A.
Ph: 07 54497137 Fexc 07 54497172
Emalt: [email protected]
DRAWN DATE
8 ASHTON JANUARY 2013
ro
SCALE
es
WORKING DRG
“43/02-2 |
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