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Development Application Part 2 of 2 - Application Plans - OPW13/0308
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T:\I&AMIBCS IAM\lNFORMATION MANAGEMENnRECORDS MANAGEMENTIControl of RecordslEDRMSIMulti Part Record Cover Sheet NEXT PART.x1s
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Page 2
- - - - - - - - - - -
-
1
:
REMOVE
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........_......... < ’_ ......_....-.... : _E~~,w>___-_- .:..;/
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....__._.........
_.....
.._-_.... ...._...-.------.
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-’~ --........~- _..... ....-....._1 .-1_.....
...._.__._-_....
, ....---GANAL ......_--
..-._.._.......
-_.......
CANAL
-’
~...
,-"- -------.......
......._....... ......
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I 1:-1..--,
il
~L./ Ii~I ,_._-,
11_"’)’-’" L__j~
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~
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NOTE:
FOR AU WET AREAS:
SET DOWN FLOOR
CDNSmUCTION TO PROVIDE
TILED FLOOR FLUSH WITH
ADJOINING FINISHED FLOOR,
FALL TO WASTE. DROP SHOWER
NOTE:
-AU TOILET DOORS TO HAVE
LIFT OFF HINGES
-PIPE ROOF RUNOFF TO
RAINWATER TANK
-RL’S ARE ASSUMED ONLY AND
SHALL BE VERIFIED BY SULDER
PRIOR TO COMMENCEMEI’(f
OF SrTEWORKS ~
- - - - _.. - - - - - - - -
-!- -...
FLOOR AREAS- ~:
_..’ - - - --
~~
~
INTERNAl.GROUND NEW: 130Am’
GAAAGENEW: 185.1m’
TQTA.L.lHnRNAl GROUND NEW: :li5.Sm’
COVERED TERRACES NEW G2.lm’
INTERNAL GROVNO E.KISTNG; 2&8.2m’ l!
COVERED TERRACES EXISTING: ae.om’
INTERNAL GROUND TOT-’L: saJ.lm’
COVERED TERAACES TOTAL: 130.1""
UPPER lEVEL
~
INTERNAl. UPf>ER NEW:
TERRAces HEW:
152.om’
78.811’1’
16Mm’
~ .f;:
INTERNAl. uPPER eXISTING:
TERRAces EXISTING: 31.5m’
...:::;
INTERHA.L. UPPER TOT-’L:
TRACES TOTAL:
317.6m’
110,3""
~ r::
""’{"
TOT~ INTER~ NEW:
TOT.-\LiHTERNAL:
....T,5""
gol.3m’
-
C:t) ~
KEY
KT. ~ET
TRT
SW
TLEO ROOF
STORM WA.TER
~
o’G FLOORGUUY 050 SMOKE DETECTOR
1M HOTWATER.HEATPUMf!
0.. 00\\’"’’
F FRIDGE LOT 778
DOOR
FR FLATROOf LOT 780 20 THE
wt<X:ffl
PLUMBNG DUCT
ANCHORAGE
PO
24 THE ANCHORAGE
0’" ""’HEAD
---7 FALL DIRECTION NOOSA WATERS
SPrTTER NOOSA WATERS AREA n4 m’
~:~:~ AR.coNu~rr
AREA: 800 m"
...#NEWFINISHED )I
-\<G( ~RAI.. GROUNO
q...... LEVElS ’.It-
l WENT NAME: McDONALD, Paul & Kaye
GENERAL NOTES:
I SITEAOORESS: 22 & 2"1 The Anchorage, Noosa Waters
J
PAUL CLOUT DESIGN to verify ail
Use written dimensions only. DO NOT sca6e drawings. Contractors
w IPAUL CLOU.TI
d~.,-
..
Suite 4, 44 MARY STREET, NOOSAVILLE
PO sox 152, NOOSAVlLLf,
BSA UCENCE: l066417
PH: (07)5440 5388
<tDpaulClolJtdeslgn.com.au
QLO 4566.
COPYRIGHT to PAUL CLOUT DESIGN PTY LTO.
www.paulClOutdeslgn.com.au
[ @[R1(Q)(UJ ~lQ) ~LL(Q)(Q)[R1 [p)LL~~
dimensions on site prior to commencing wor1<s. Site lOcation
to engineer’s requirements. These drawings are to
engineer’s
is Category W41 or
design and details, the accompanying building specifICation
schedule of fln(Shes. If In doubt, please request clarification. 00
and
be read in conjunction with
NOT ASSUME.
DRAWING mt.E:
DRAWING DATE:
AMENDED OAT!:
~IRIIQ)QJ~II! [l’r..lOltO~ ~U\,INJ
21/06/12
29/01/13
SCAlf: 1:100 on Al
IPlFlIEU~OIMj\iJl;W I
DRAWING No:
01.0
Page 3
,
125
-fi-
150 x 75 STRINGER
1/M16 S/S
1/M16S/S
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
--_-------
DECK
RL 1.0AHD
RECESS HEADSTOCK 200 TREATED
&STRlNGERS HWDPILE
MINIMUM WATER RL 0.44 AHD
25 NOM INTO PILE
I-- r----
-EXISTING
\I REVETMENT
~ STONE WALL
PITCHING TYPICAL SECTION SPLICE JOINT DETAIL
1:20 1:20
l~ ~II
" " THE ANCHORAGE
~ " "
" " 20000
" " 227.3725"
--’.... U U SIDE ELEVATION
FRONT ELEVATION 1:100
1:100
NOTES:
1. UNLESS NOTED OTHERWISE ALL nMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
SOLID BLOCKING
AGENCYS’ OPERAnONAL POLICY."BUILDING AND ENGINEERING STANDARDS FOR nDAL WORKS,"
ALONG CURVED EDGES
ONE S/S FRAMING ANCHOR
3. ALL STAINLESS STEEL BOLTS, RODS,ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
EACH END (NOTSHOWN PILE-IT PTY LTO
STEELWORK INCLUDING NUTS, BOLTS,WASHERS, SCREWS, NAILS, ETC.. SHALL BE HOT DIPPED GALVANISED
ON FRAMING LAYOUT)
OR STAINLESS STEEL.
TRADING AS
4. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
NOOSAJETTY
BUILDERS
DO NOT FIX JETTY
Llconce No 723720
TO REVETMENT WALL
V5000/A k ASN 55 099 036 736
1 1 LOT 780 PO Box 299 Ph/Fax 0754743480
NooaaviIIe Mobile 0408137526
JETTY USE: QId 4586 0417749644
SINGLE USER, PRIVATE ~
800m2
NO VEHICULAR ACCESS f.,.
""’" "" McDONALD
i~ i
PROPOSED JETTY
WALKVVAY DECK VERTICAL
LOT 780
DESIGN LIVE LOAD - 2.0 kPa
(No.24)
THE ANCHORAGE
MAXIMUM MOORED VESSEL -
5m
BERTHING VELOCITY - 0.5 mlsec NOOSA WATERS
RABRINK PlY LTC T/A
PILES:
ALL PILES SHALL BE APPROVED
J & Associates John Norden
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED
15500
1500
O/A
3000
. ACN 010 263 877
structural I Civil o-Ign Engl......
IN ACCORDANCE WITH AS 2159
Suila 16 T_ntin Plaza.
PILING CODE
3800
20000
47.37’ 15. .A
=a=a
Poinciana Avenue I PO Box 205
T_Q4565
Ph: 07 54497137 Fax: 07 54497172
Ema :[email protected]
4100O/A
I REAL PROPERTY DRAWN DATE
DESCRIPTION
FRAMING LAYOUT I LOT 780 SCALE
SASHTON MARCH 2013
DESIGNED
1:100 RP 910420
12900 41000/A 3000
I PARISH WEYBA
COUNTY MARCH ISSUE
AS SHOWN
CPEng, MIEAust. RPEQ.
SOLID BLOCKING ~ k k k WORKING DRG
ALONG CURVED EDGES
1 ’I ’I 1
ONE SlS FRAMING ANCHOR
EACH END (NOTSHOWN DRGNO. AMENDMENT
ON FRAMING LAYOUT)
SITE PLAN 1:200
13/40-1
Page 4
-------------1
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REMOVE
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’_<-::~_:__’~~~~.
_..~.....~~_. _..... ...-....._1.... ....;_....
,_.~"...,
"-.---GANAL ....~_...-
.._._--_....
..__.._...... ........ ......._.....
""’--’ ._
CANAL
,
~.. ..__.....
.--." ......._....... ........_""-_._.. ........_...........’ ......_--
-_......_._._.......
...-...----_._-.....__._....... ...-..__....... ....._.._...
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--’
’--_J ~,
;--1
L_?-I~Q c
.___:
~
~ -
----------4IIit1-"-’
=:=-;:
..
~
;
NOTE:
FOR ALL WET AREAS:
SET DOWN FLOOR
CONSTRUCTION TO PROVIDE
riLED FLOOR FLUSH WITH
ADJOINING FINISHED FLOOR,
FAlL TO WASTE. DROP SHOWER
NOTE:
"’-U TOILET DOORS TO HAVE
LIFT OFF HINGES
..pIPE ROOF RUNOFF TO
RAINWATER TANK
-Rl,’S ARE ASSUMED ONLY AND
SHAll. BE VERIFIED BY BULDER
~RIOR TO COMMENCEMENT
OF SITE WORKS ~
...--------- ---------’"
’.
FLOOR AREAS. ,
. ,
- ’!
INTERNAL GROUNO NEW: 130.. m’
GARAGe NEW: 105.1""
TOTAl,IHTERNAL GROUND New: 2V5.5,.,’
COVERED TERRACES NEW 62.111’1’
INTERNAl. GROUNO EXISTNG: 268.2,.,’ ~
coveReo TERRACes EXISTING: 615.0 m’
INTERNAL GROUND TOTAL: S8J.7 m’
COVERED TERRAces TOTAL: 130.1 m’
I
~
INTERNAL Uf’PER NEW: 152.0 m’
TERRAces NEW: 78.8 m’
tHERNAL uppeR eXISTING: 165.611’1’
TERRAces EXISTING; J1.S""
tlTERNALUppeRTOTAL: 317.8’"’
TalAACeS TOTAi.: 110.3 m’
TOTAL INTERNAl.NEW; 447.5 m’
TOTAL1KreRNAL: 901.]m’
I
KEY TOT TlEOROOF
HT. I-1QSETAP ’W STORM WATER
FG SMOKEOmCTOR
0
flOOR GUlLY oSO
... HOTWATER.HEATPlIMP
0", ""’"’FE
OOO!I
FRDGE LOT 778
FR FLAT ROOf LOT 780 20 THE
W _OW
PO PLUMBHGOUCT
24 THE ANCHORAGE
ANCHORAGE
0’" AAINHEAD
---7 FALLOIRfCTIQN NOOSA WATERS
, ,,,",, NOOSA WATERS
~:~:~ AIR.coNUNIT AAEA:n4m’
AREA: 800 m"
,#NEWFINISHED )(
"’a.: ~~RAL
GROUNO
~’- LEVElS ’.z.,
l QlENlNAME: McDONALD, Paul & Kaye
I GENERAL NOTES: SITEADORfSS: 22 & 24 The Arlchorage, Noosa Waters
J
PAUL CLOUT DESIGN Use written dimensions only. DO NOT scale drawl11gs.
Contractors to verify all
~ IPAUL cLCJu;r1 ~
d’~.,.-
Suite 4, 44 MARY STREET, NOOSAVILLE
PO BOX 152. NOOSAVlLLE, QLO ~S66.
BSA UCENCE: 106&417
PH: (07)5440 SJ88
oc~pauk:lOvtdeslgn.com.au
COPYRIGHT to PAUL CLOIJT DESIGN PTY LTD.
www. ulClOvtdeslgn.com.au
[ @[R1(Q)(UJ~lQ) [F[L(Q)(Q)[R1 [p)[L~~
dimensions on site prior to commencing wor1ls. Site lOcation is category
to engineer’s requirements.
engineer’s design and details, the accompanying building specifICation
schedule of flntshes. I~ in doubt, please request clarification.
W411 or
These drawings are to be read In conjunction wfttl
and
DO NOT ASSUME,
OAAWlNGTTTl.E:
OAAWING DATE:
AMENOED OAT!:;
~~OQ,.’)~1!l’ Fr..OlO~ 1F’~1Nl
21/06/12
29/01/13
SCAL.f: 1:100 on AI
~1Fl1:!.a~U~.i\iPl11 I
DRAWING No:
01.0
Page 5
., I
. ,
,.
~
125
-A-
150 x 75 STRINGER
1/M16 SIS
1/M16 SIS
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
---------
DECK
RL 1.0AHD
RECESS HEADSTOCK 200 TREATED
& STRINGERS HWDPILE
MINIMUM WATER RL 0.44 AHD
25 NOM INTO PILE
-EXISTING
\I REVETMENT
\_ STONE WALL
PITCHING TYPICAL SECTION SPLICE JOINT DETAIL
1:20 1:20
l II
II II THE ANCHORAGE
~ II II
II II 20000
II II 227"37’25"
u u SIDE ELEVATION
FRONT ELEVATION 1:100
1:100
NOTES:
1. UNLESS NOTED OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION
SOLID BLOCKING
AGENCYS’ OPERATIONAL POLICY - "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS.-
ALONG CURVED EDGES
ONE SIS FRAMING ANCHOR
3. ALL STAINLESS STEEL BOLTS, RODS,ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
EACH END (NOTSHOWN
STEELWORK INCLUDING NUTS,BOLTS,WASHERS,SCREWS,NAILS, ETC., SHALL BE HOT DIPPED GALVANISED PILE-IT PTY LTO
ON FRAMING LAYOUT)
OR STAINLESS STEEL.
TRADING AS
4. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
NOOSAJETTY
BUILDERS
DO NOT FIX JETTY
Llcanoa No 723720
TO REVETMENT WALL
V5000/A k ABN 55 099 036 736
1 1 LOT 780 PO Box 299 PhlFax 07547_
- Mobile 0406137526
JETIY USE: QId4566 0417749&14
SINGLE USER, PRIVATE [Q
NO VEHICULAR ACCESS F-
800m2
.,.., McDONALD
i i
PROPOSED JETTY
WALKWAY DECK VERTICAL
LOT 780
DESIGN LIVE LOAD -
2.0 kPa
(No.24)
THE ANCHORAGE
MAXIMUM MOORED VESSEL - 5m
BERTHING VELOCITY -
0.5 mlsec NOOSA WATERS
RABRlNK PrY LTC T/A
PILES:
ALL PILES SHALL BE APPROVED
JJ & Associates John Norden
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED
IN ACCORDANCE WITH AS 2159
15500
1500
OIA
3000
. ACN 010 263 877
8tructu..11 Civil Deelgn Engl.-.
Sulta 16 ’T_ntin _.
PILING CODE
3600
20000
47" 37’ 15" A
=a=-
Poinciana AY8flUe I PO Box 205
T-.ntIn Q 4555
r
__
41000lA
1 REAL PROPERTY DRAWN
Ph: 07 _7137 Fax: 07 544971n
EmaI:jn_aCinf.on.net
DATE
DESCRIPTION
FRAMING LAYOUT 1 LOT 780 SCALE
SASHTON MARCH 2013
DESIGNED
1:100 RP 910420
30001
AS SHOWN
PARISH WEYBA CPEng, MIEAuot, RPEQ.
12900 4100 O/A COUNTY MARCH I88UE
SOLID BLOCKING I.l k k k WORKING DRG
ALONG CURVED EDGES
1 ’I ’I 1
ONE SIS FRAMING ANCHOR
EACH END (NOTSHOWN DRGNO. AMENDMENT
ON FRAMING LAYOUT)
SITE PLAN 1:200
13/40-1
Used in these records
Development Application Part 2 of 2 - Application Plans - OPW13/0308Related documentApplication case desk ↗
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