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Development Application - Part 2 of 2 - Plans - OPW13/0066
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Section 2
--._.
HANDRAIL:
RJGIO HNIORM.TO COtoIPLY
NOTES:
WIlli COUNCIL REGUlATIONS e
MAXIMUM RECORDED FlOOO LEVEl RI. 2.00 AHD 1. UNlESS NOT1 OTHERWISE ALl. TIMIIER 8HAI.I. !IE DURASUTY a.ASS 1 OF N’I’ROIIEO SPECIES
N<<J HVE A MINIMUM STRESS GRADE OF F14 MIN.
IJECI( TOPOFWALI.\
R1.1.oAHD
Rl.l.0AHO .
\ 2. UNlESS NOT1 OTHERWISE ALl. ~ !IHAU..COtoIPLY WIlli THE AL PROTECTION
.
JETTY USE: AGENCYS’ OPERAT10NAL POllCY "IIlIIlDING N<<J ENOINEERINQ STN<<lAAD8 FOR TlOAL WORKS.’
.
MINIMUM WATER RLOA4AH1l
SINGLE USER, PRIVATE 3. ALl. STAIII..ElI8 STEEL BOlTS. ROOS,ETC.. 8IW.1.EAPPROIIED IoIMINE 0IWlE 318. ALl. OTHeR
EXIST1NG
NO VEHICULAR ACCESS STEB.WORK INCWOINGNVTS,BOlTS,WASHERS, SCREWS,NAILS, ETC., 8HAI.I.1IE HOT DPPEIl GALVANI88)
~STONEY OR STAH..E8S STEEL.
4. TOP OF PIlES 8HAI.I.1IE IIEALEO AND FUllYeN’FlASHED OR RINOEO WIlli AN ALUMINI\.IM ALl.C1’f
I’1TCIiING
II OR STAH..E8S STEB.BAND.
WM.KWAY DECK VERTlCM. II 8 II 5. DIMEN8lONS N<<J LEVELS 8HAI.I. NOT BE 9CALEO FROM THE ORA_.
DESIGN LIVE LOAD - 2.0 kPa ~ I I lj) II
II ~. u
II
I !8
118
II
I Ilj)
II II u II~ II 125
II
II II ~ II~
MAXIMUM MOORED VESSEL - 5m II II
u II
u II
ONEMI8818
VERTlCAU.Y
rt
BERTHING VELOCITY - 0,5 mlsec II II SIDE ELEVATION II l!!O .15STRINGER
u
u u --’
.--
1:100
~\)’-C~ lIM188/S
150.75
PILES:
AlL PILES SI’IAlL BE APPROVED
I f’lS~\..S . l1M18818
1....18818
..
FRONT ELEVATION "1\Ol" EACH BEARER
HARDWOOD AND-TREATED ’
TO HAZARD 6. REHEADSTOCI( TREATED TREATED
1:100 ,STRINGERS HWOPILE HWOPlL.E
M.L PILES SHM.L BE INSTAlLED 25 NOM INTO PIlE
IN ACCORDANCE WITH AS 2159
PILING CODE
TYPICAL SECTION SPLICE JOINT DETAIL
1:20 1:20
PILE-IT PTY LTO
TRAOINOAS
,r$> .
NOOSAJETTY
~\...
.~ 00NOT FIX .IFTTY
BUILDERS
0;" TO REVElloISiT WN.J. L_No723720
1)500 \,
~511 OIJO 0311 738
1....18
1 1 EXISTING RE\IETVENT PO Bax 2lI8 P!IIFax 07 54743480
’.
.
8IS WALl. LOT 509 ,.. AIle MobIo 0408 137528
1’;"1~ Old 4888 041774G844
818
~ 1022 m2
A & A McFADDEN
-
PIlES:
TREATED
HWO POL.ES
PROPOSED JETTY
i
OECI(JNG:
.140F14 HWO FIXED
WIlli TWO
STEEL
END
~ N
ij & BOAT STORAGE
LOT 509 (No.3)
\"
HANJRAlL:
RIGID
TO COt.IPI.Y WIlli
COC REGUlA
.
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~
~
TOPSAILS PLACE
NOOSA WATERS
.~ RAlllUNK PTY LTO TIA
;~ JJ John Norden
& Associates
~ . .
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-
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N:1f 010 263 871
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-
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11871
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273"08’40’
I LOT 509
RP880345
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Emot:,,_~
DATI
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FRAMING LAYOUT \ ~ ~ PROPOSED
JETTY
I PARISH WEYBA
COUNTY MARCH 8A8HTON
. PROPOSED
@
~
1....18
818
1:100
\ a.
BOAT
StORAGE AS 9HOVo’N
..n!
\ \,
’(
4100 OIA
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DllGNO. 27iC4
13/02-1
Section 3
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PILES SHALL.BE APP~OVED HARDWOOD STONE PfTCH1HO
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10.8N’PROX
50 . 3.0 RHS
50 .
.0 ’PRO:PILE TOP RI. 0.94
SECTION X-X PILE-IT PTY LTO
50 . 3.0 RHS
50 . TRADING AS
:::.--
.
=-- 1: 10
)"PRO :PILE TOP RI_ 0.811
.- ----_
=-----
NOOSAJETTY
,IN. W, TER H OMAHO
100 x 100 .8.0EA XL:l BUILDERS
’--’,’---
WE’ rv:n TO F.RA’F
,
00 x 50 x 3.0 RHS -100 X 100 .0.0PlAll:
uan.....723720
2.flI18 S/8 BOt.TS WElllED TO 100 x 100.8.0 EA
IIJ200 MlN TREATED ~M OlIO D3e 735
HWD PILES TYPtCAI. PO _ 2811 __ 0754143480
....TREATED He :... MollIe 0<<l8 13152e
.’
, ’ HWD PIlES TYPICAl CJd4 04177_
I
:’
A & A McFADDEN
FRAMING ELEVATION PROPOSEDJETIY
1 :20 & BOAT STORAGE
3300
L 1~
L
LOT 509 (No.3)
s
150.50 .3.0RHS
100 .50.3.0_
RHS
~~1 50 .
50 x 3.0 RHS
100 x 50 .
3.0 RHS
1
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BE1WEEN
ROU.ERS
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3OOmmROUER
ON "’8S/8 PIN
1 1
.
TOPSAILS PLACE
NOOSA WATERS
~ TYPICAL
""TREATED . EXl8T1NG CONC: RA8RINI( P’TY LTO T/"
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REfAlN1NG W.AlL
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& Associates
b5 \ .~ ]
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~010 263 tf77
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WOI!8lE
ROLLER
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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
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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 |
Used in these records
Development Application - Part 2 of 2 - Plans - OPW13/0066Related documentApplication case desk ↗
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