Council archive · source document
Development Application Part 2 of 2 - Application Plans - OPW13/0307
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1~"~~~~[~~~ ~~~E I@ ~
THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
Part ~ Of ~
~ Go. ..:\3q~ .
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Section 2
- - - - -
- - - - - - -
.- 1
REMOVE
REMOVE
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~
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ft~
NOTE:
::#.c!i~:
FOR AU. WET AREAS:
SET COWN FLOOR
CONSTRUCTION TO PROVIDE
TilED FLOOR FlUSH WITH
ADJOINING FINISHED FLOOR.
FAl...L TO WASTE. CROP SHOWER
NOTE:
....u. TOLET DOORS TO HAVE
LfFT OFF HINGES
.pIPE ROOF RUNOFF TO
RAINWATER TANK
~L’S ARE ASSUMED ONLY AND
SHALl. BE VERifiED 8Y 8ULCER
PRIOR TO COMMENCEMENT
OFsrreWORKS ~
- - .- - -
...
- - - - - - - - - -
~ -’"
...--------- ---------". ’"
FLOOR AREAS -
"
"
"
..
~
INTERNAl GROUNO NEW: 130..rrf
GARAGE NEW: 185.1 rrI
TorALI’ITERNALGROUN NEW: 2t5.5m’
COVEREO TERAACS NEW 62.1 ""
INTeRNAL GROUf’fO EXISTING: 2&8.2 m’ ~
COVEReo TtRRACES EXISTING: 68.0 m’
INTERNAl GROUND TOTAL: 5tJ.11T1"
COVEREOTERRACESTOTAL: 130.1""
~
INTERNAl UPPER NEW: 152.0 rn’
TERRACES NEW: 78.1 ""
NTERNAL Uf>PER EXISTING: 165.1 rrI
TERRACESEXISTNG: 31.5""
INTERNAl UPPER TOTAl: 311.1 It!’
ravv.CES TOTAl: 110.3 "’"
TOTAL INTERNAl.NEW: ""’.51T1’
TOTALINlVINAL: IIOl.lm’
KEY TRT Tl.EDROOF
tIT. HOSE TAP SW STORM WATER
of" R,OORGlJU.Y 050 SMOKE DETECTOR
HW HOTWATER.HEATPUW’
0" "",""PF<
,,_ LOT 778
DOOR
FA FlATROOF LOT 780 20 THE
Wr<OOW
PlUM8NG DUCT
ANCHORAGE
PO
24 THE ANCHORAGE
0"" AANHOO
~ FAl..LD CTION NOOSA WATERS
SPrrrER NOOSA WATERS AREAn4m’
~:~:;~-COHUNrr
AREA: 800 rn’
,~NE.WFINISHED )(
I\’G( :IW. GROUNO
~" LEVELS 1.l,j
l aJENfNAHE: McDONALD, Paul &. Kaye
GENERAL NOTES: 22 &. 24 The: Anchorage, Noosa Waters
srreADORESs:
PAUL CLOUT DESIGN
J
to vertfy all
Use written dimensions only. DO NOT scale drawings. Contractors
~ IPAUL cU:Ju.TI ,
d".e<U.,-
Suite 4,44 MARY STREET, NOOSAVILLE
PO sox 152, NOOSAVILLE. QLD ’1566.
BSA UCENCE: 106&417
PH: (07)54’10 5388
oc<<DpaulClOutdesiqn.com,au
COPYRIGHT to PAUL CLOUT DESIGN PTY LTD.
www.paulClOutdeslgn.com.au
[ @~cg(UJ[M[Q) [Flcgcg~ ~l~[M
dimensions on site prior to commencing woocs. Site location
to engineer’s requirements.
is Category W41 or
These drawings are to be read In conjunction witt!
engltleer’s design and details, the accompanving building specifICation
schedule of finishes. If In doubt. please request clarlflc:a n.
and
00 NOT ASSUME.
OIlAWlNGnTlf.:
DRAWING DA-re
AMENDED CATE:
~lFiClQ.J~1Q; ll"f..OO~ 1l’W1M
21/06,112
29/01/13
SCAlE: 1:100 on A1
1P1’lJ:LO~ l’!fo!iJll1f I
ORAl/liNG No:
01.0
Section 3
..
NOTES:
1. UNLESS NOTED OTHERWISE ALl TIMBER SHALl. BE DURABILITY Cl.I\SS 1 OF APPROVED SPECIES JETTY USE:
AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
SINGLE USER, PRIVATE
2. UNLESS NOTED OTHERWISE ALl CONSTRUCTION SHALl. COMPLY WITH THE ENVIRONMENTAL PROTECTION NO VEHICULAR ACCESS
AGENCYS’ OPERATIONAL POLICY "BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS..
-
3. ALl STAINLESS STEa BOLTS, RODS,ETC., SHALl. BE APPROVED MARINE GRADE 316. ALL OTHER
STEELWORK INCLUDING NLlTS, BOLTS,WASHERS, SCREWS,NAILS, ETC., SHALl. BE HOT DIPPED GALVANISED
OR STAINLESS STEEL. WALKWAY DECK VERTICAL
DESIGN LIVE LOAD -
2.0 kPa
4. DIMENSIONS AND LEVELS SHALl. NOT BE SCALED FROM THE DRAWINGS.
125
MAXIMUM MOORED VESSEL -
5m
-A BERTHING VELOCITY -
0.5 m/sec
150 X 75 STRINGER
11M16S/S PILES:
ALL PILES SHALL BE APPROVED
11M16S/S
HARDWOOD AND TREATED THE ANCHORAGE
TO HAZARD 6.
20000
RECESS HEADSTOCK 200TREATED ALL PILES SHALL BE INSTALLED 227’ 37’ 25"
& STRINGERS HWDPILE
25 NOM INTO PILE
IN ACCORDANCE WITH AS 2159
PILING CODE
TYPICAL SECTION SPLICE JOINT DETAIL
1:20 1:20
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
--------------- PILE-IT PTY LTO
TRADING AS
NOOSAJETTY
MINIMUM WATER RL 0.44 AHD
BUILDERS
EXISTING
\I REVETMENT
LIcenoe No 723720
"’- STONE WALl
ASN 55 099 036 736
PITCHING LOT 779
PO Box 299 Ph/Fax 0754743480
II II II II
_ Mobile 0408137526
II II II II QId 45116 041774_
~ II II II II 800m2
II II II II Ie
II II II II ! i McDONALD
u u u u
PROPOSED JETTY
FRONT ELEVATION 1:100 SIDE ELEVATION 1:100
LOT 779
(No.22)
1500
THE ANCHORAGE
NOOSA WATERS
=INGREVETMENTl 15OR5O RABRINK PTY LTD T/A
~
~r
NO:
it< ,
J1I,llt
,S. ’ ,
.".~
HANDRAIL:
JJ & Associates John Norden
8
-’.-- DO
TO
REVETMENTW~~
Foe JETTY RIGID HANDRAIL
TO COMPLY WITH 1500 REAL PROPERTY
!il
~
COUNCIL REGULATIONS
DECKING:
9350
1
~O/AL
1
9350
I;)ESCRIPTION . ACN 010 263 877
8tnIctu..11 Civil Deelgn Engl_
~ 25 X 140 F14 HWD FIXED 20000
LOT 779 SUite 16 ’TN8I1tin Plaza.
TO BEARERS WITH TWO
~ ~
-’!-
STAINLESS STEEL
SCREWS EACH SUPPORT
I 147" 37’ 15"
E
E ~
RP 910420 .A
=a=a
Poinciana AWlnue I PO Box 205
TN8I1tin Q 4555
I I
PARISH WEYBA
...,,-- ~ Ph: 0754497137 Fax: 07 54497172
~
2230 2240
EXISTING J
TOBEDEM
f ISHED, I ~~ Ir-
I
COUNTY MARCH
DRAWN
Emai:jn_ac;ntemode.on,net
DATE
sJ ~
~ ~
’~r 1 70000lA
1
1
l
L;J
L,>
7000 OIA
L
1
6500
l
1 SCALE
SASHTON MARCH 2013
DESIGNED
AS SHOWN
FRAMING LAYOUT 1:100
U.N,O. ALL FRAMING SHALL
BE 150 x 75 F14 HWD
I SITE PLAN I ISSUE
WORKING DRG
CPEng, MIEAuet, RPEQ.
1:200
DRGNO. AMENDMENT
13/39-1
Section 4
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----,
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NOTE:
!lr.
~ G~1 ill.p:- ,::~::<:}::7::’ r~;;;.._{ i}MtD~"’i]~:~8;--@2
-
~Q ! /
f,
~~V
."
-
D -nr
_’u’
D~ i[J
- ",-’
FOR ALl WET AREAS:
SET DOWN FLOOR
CONSmUCTlON TO PROVIDE
TILED FLOOR FLUSH WITH
~ ~~,’:.,:’:t I ~_RE I...Is ~~lu.,o,:r’ T
-i ~-i" I
-1 _1! ,l~,’R~" L~;~::
ADJOINING FINISHED FLOOR,
FALL TO WASTE. DROP SHOWER
,_
1:- ’
’
~~_l--!--jl Llle.J
\_
J~~ \_
-
I~~~ ,\I I~__._ <’iT
TSTORE-. h’:’EN
------
\_’r~---
,u.......-c_
NOTE:
-All TOILET OOORS TO HAve
LIFT OFF HINGES
4>>IPE ROOF RUNOFF TO
ENllU’=
RAINWATERTNlK
-RL’S ARE ASSUMED ONLY AND
SHALL SE VERIFIED BY SULDER
-~~------, GARAGE
,- - - -GT-
PRIOR TO COMMENCEMENT
’- _:
~
OFsrreWORKS
..,---------
\~,’ ! ’
-
- ~ - .- .- - - .- - - .- -
....
r’
FLOORAAEAS- ’
~ I : ’..,
..... ,,’:
~
"
:
,
I ,w’’’i.I.
-1-,_- C__
, ’.
:
[~
INTERNAL GROUND NEW: 130...."..
GARAGE NEW: les.1 rrI "t I
.... ,,’ JTE!~CE
TOTAL IHTERNAL GROUNO NEW:
COI(ERED TERRACES NEW
liS.s ",’
Q.’ m’
Lf-
!
:
, ",
"G02’
"
,.
:
,
"
.__1_ - - - - -
,- - .- ..J.
:~
INT~NAl.GROUNO EX$TING:
COVEREO TERRACES EXISTING:
"’,--
5111.01"11’
...~"’I!II!-,
.’ :::: ~:::-:. :.;:::;:F- ’::<:;.::. .:-_::":.:,::.: _.
INTERNAl.GROUND TOTAL:
COVERED TERRACES TOTAL:
~
5&3.1",’
’30.’’’’’
I-
’.:1"":::-.
I :....,
--:~-~[~’:
-:’-.~.l.."-"’__’
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INTERNAL UPPER NEW:
TERRACES NEW:
\52.0""
1e.lm’
..
.
....a’..
’. "
~~~
, .’1
.
O.IIVEVM’I’" .
===.Cl,-
.
\ .5m’ 2t’600 ’
NTERNAI.. UPPER EXlSTflG:
TERRACES EXISTNG: 3Uno’ .ruot_ .
LAWN .PR ’0(
INTERNAL UPPER TOTAL: 311.5rn’
TERRACES TOTAL:
TOTAL INTERN:$ New:
TOT 1tfTERNAI..:
"0.:3m’
447.5rn’
901.3111"’
t’:/<’f:t..,,. UIIIIU:....
’.
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-
HT. HOSETAP STORM WATER
.
227’3T2S" "
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/
oFG SMOKE OETECTOR
227"3T25"
j
FLOORGUlLV
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0,.
DODO
F
FR
Fl!1lGE
FLATROOF
.._0...,"_
LOT 780
~ .~-
rv_l"tMu.n-c:
LOT 779
LOT 778
20 THE
wr<X1II
PO PWMBNGOLICT
24 THE ANCHORAGE 22 THE ANCHORAG
ANCHORAGE
0 RI1 RA~""’"
~ FALLOlRECTION NOOSA WATERS
I S SPrrn:R
~:~:~ AIl-coHUNIf
NOOSA WATERS
AREA: 800 mil
NOOSA WATERS
AREA:800 m’
AREA n4 m’
i ~-,#NEWFtlISHED
~
)(.....Gt , =,RAL GROUND
-If
I
l GROUND FLOOR PLAN
OJENTNAME: McDONALD, Paul &. Kaye
GENERAL NOTES: 5lTEADDRESS: 22 &. 2-4 The Anchorage, Noosa Waters
J
PAUL CLOUT DESIGN Use written dimensions only. DO NOT scale drawings. Contractors to vertfy
all
w IPAUL CLCJU.TI
d~.,.-
,
Suite 4, 44 MARY STREET, NOOSAVILLE
PO BOX 152, NOOSAVlLLf. QLD 4566.
BSA UCENCE: 1056417
PH: (07)5+40 5388
PC(Dpauk:lOutdeslgn.com.au
COPYRIGHT to PAUL CLOUT DESIGN PTY lTO.
www.pauldOutdesign.com.au
[ @~(Q)(LJJ [M[Q) [f[L(Q)(Q)~ ~[Lffi\[M
dimensions on site prior to commencing wor1(S. Site location is Category
to engineer’s requirements. These drawings are to be read In conjunction
engIneer’s design and details, the accompanying building sDeciflCation
schedule of flntshes. If In doubt, please request C2rlflcatlon. DO
and
NOT ASSUME.
W~l or
with
QAAWlNGTTT\.E:
O~WINGDA~:
AMENDED DATI::
~IR1IOQJi>IIlll Fr..OOIR ~~IM
21/06/12
29/01/13
SCALE: 1:100 onAl
~lFleU~ON.\1I[!:ll1 I
DRAWING No:
01.0
[OCR of page images]
ADJOINING FINISHED FLOOR,
R
“RUS ARE ASSUMED ONLY AND
‘SHALL BE VERIFIED BY BUILDER
| PRIOR TO COMMENCEMENT
(OF SITE WORKS
INTERNAL GROUND EXISTING: 288.2
| COVERED TERRACES EXISTING: 8.0m
|
| INTERNAL GROUND TOTAL: 583.7 me |
| Seca Gemences Tora: Suara?
UPPER LEVEL
FE en new: wom |
Tewmaces neve asm
NTERNAL UPPEREXSTNG: 1888.0!
| Teamacesoastme: Sm
WTERWAL UPPERTOTA: 3178 |
TearAces TOTAL eh |
TOTAL INTERNAL NEW: ars |
| TOTAL INTERNAL: 901.3"
| KEY RT TREDROOF
| le nose HP sw STORM WATER |
af FOORGULY —g§D._—_-SMOKE DETECTOR
| compe *MMOTWATER NEAT PUP
fFROGE
° FR FLATROOF
| waoon ro PuUMaNGoucT |
FALL DIRECTION
|
1319
18365,
T
a
LOT 780
24 THE ANCHORAGE
NOOSA WATERS
AREA: 800 m*
| PAUL CLOUT DESIGN (
Suite 4, 44 MARY STREET, NOOSAVILLE |
PO BOX 152, NOOSAVILLE, QLD 4566.
sass
crmarenaconmacimm. | |
| PH: (07) 5440 $368
wow paulcoutdesign.com.au
[email protected]
GROUND FLOOR PLAN
GROUND FLOOR PLAN
LOT 779
22 THE ANC!
NOOSA WATERS
AREA: 800 m*
REMOVE
__-EXISTING
JETTY
|
eyrmooer aes /
LOT 778
20 THE ANCHORAGE
NOOSA WATERS
AREA: 774 m?
GENERAL NOTES:
written dimensions only. DO NOT scale drawings. Contractors to verify all
|
|
|
!
‘CUENT NAME: MCDONALD, Paul & Kaye
SITE ADDRESS: 22 & 24 The Anchorage, Noosa Waters
Use
dimensions on site prior to commencing works. Site location is Category W41 or
oamncrme: GROUME FLOOR PLAN
to engineers requirements. These drawings are to be read in conjunction with
engineer's design and details, the accompanying building specification and
schedule of finishes. If in doubt, please request clarfication. DO NOT ASSUME,
DD (_averoeo ose 29/01/13
‘DRAWING DATE: 21/06/12 __| SCALE: 12200 on At
PRELIMINARY
DRAWING No:
01.0
Section 6
I
,f
..
NOTES:
1. UNLESS NOTED OTHERWISE ALL nMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES JETrYUSE:
AND HAVE A MINIMUM STRESS GRADE OF F1. MIN.
SINGLE USER, PRIVATE
2. UNLESS NOTED OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTECTION NO VEHICULAR ACCESS
AGENCYS’ OPERAnONAL POLICY "BUILDING AND ENGINEERING STANDARDS FOR nDAL WORKS..
-
3. ALL STAINLESS STEEL BOLTS, RODS,ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
STEELWORK INCLUDING NLlTS, SOLTS, WASHERS, SCREWS,NAlLS, ETC., SHALL BE HOT DIPPED GALVANISED
OR STAINLESS STEEL WALKWAY DECK VERTICAL
DESIGN LIVE LOAD - 2.0 kPa
4. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS.
125
MAXIMUM MOORED VESSEL -
5m
ff BERTHING VELOCITY - 0.5 m/sec
150 x 75 STRINGER
11M16 SIS
PILES:
ALL PILES SHALL BE APPROVED
11M16S1S
HARDWOOD AND TREATED THE ANCHORAGE
TO HAZARD 6.
20000
RECESS HEADSTOCK 200 TREATED ALL PILES SHALL BE INSTALLED 227" 37’ 25’
& STRINGERS HWDPILE IN ACCORDANCE WITH AS 2159
25 NOM INTO PILE
PILING CODE
TYPICAL SECTION SPLICE JOINT DETAIL
1:20 1:20
_ _ _ _ _ _ _
MAXIMUMRECORDEDFLOODLEVELRL2.~ PILE-IT PTY LTO
TRADING AS
NOOSAJETTY
MINIMUM WATER RL 0."AHD
BUILDERS
EXISTING
\I REVETMENT
Licence No 723720
\_ STONE WALL
ABN 55 099 036 736
PITCHING LOT 779
PO Box 299 PhlFax 075470430480
II II II II _ Mobile 0408137526
II II II II QId 4566 0417749644
~ II II II II
.,
800m2
.,
II II II II .... ....
8l 8l McDONALD
II II II II ’" .,
u u u u PROPOSED JETTY
FRONT ELEVATION 1:100
SIDE ELEVATION 1:100
LOT 779
(No.22)
THE ANCHORAGE
1500
NOOSA WATERS
;:’~ING
REVETMENT1 15O~5O RABRINK PTY LTD TjA
NO:
~n
.llt
.>S. ,<..,. .....
’’’t Jf & Associates John Norden
~...lk- REVETh4ENTW~
DO ~ FIX JETTY
HANDRAIL:
RIGID HANDRAIL
8 TO COMPLY WITH 1500 REAL PROPERTY
~
~
TO
COUNCIL REGULAnONS
DECKING:
9350
1
,O/A,
1
9350
DESCRIPTION .. ACN 010 263 877
SInIctu,.11 Civil Den Engl......
~ 25 x 140 F14 HWD FIXED 20000
LOT 779 Suitlo 16 "Tewantin Plaza.
TO BEARERS WITH TWO
~ ~
"’I<-
STAINLESS STEEL
SCREWS EACH SUPPORT
I 147’ 37’ 15’
I
~
F=
RP 910420
PARISH WEYBA
A Poinciana Avenue I PO Box 205
Tewantln Q 4565
.."""=
~
2230 2240
EXlsnNG JErrY
g
TO BE OEM
I LISHEDi
I
I ~
~~
_0
k-
I
COUNTY MARCH
DRAWN
Ph:07 54497137 Fax: 07 54497172
Ema :[email protected]
DATE
sJ ~
I. I.
SASHTON MARCH 2013
1 1 l
7ooo0/A l L,>
7000 OIA
L
6500
SCALE DESIGNED
1 1 1
[:J AS SHOWN
FRAMING LAYOUT CPEng, MIEAust, RPEQ.
U.N.O. ALL FRAMING SHALL
BE 150 x 75 F14 HWD
1:100
I SITE PLAN ISSUE
WORKING DRG
1:200
DRGNO. AMENDMENT
13/39-1
Used in these records
Development Application Part 2 of 2 - Application Plans - OPW13/0307Related documentApplication case desk ↗
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