Council archive · source document
Development Application Part 2 of 2 - Application Plans - OPW13/0309
Plans and drawings: the text below has words only, no drawings.
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SCC CORRESPONDENCE
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THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
Part d- Of ~
T:\J&AMIBCS IAMlJNFORMATION MANAGEMENT\RECORDS MANAGEMENT\Control o_ffiecordslEDRMSlMulti Part Record Cover Sheet NEXT PART.xls
Deve1f’V" ",:;c’;- t C ’)Unter
1 8 APR 2013 [BOX: Q_ G q 3 lO;;g] 8
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Tewantin
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Page 2
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L/__J ~i-I ....,_l
,,-"’./ r-j r--’ ~ L LJ j--’
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NOTE:
FOR AlL WET AREAS:
SET DOWN FLOOR
CONSTRUCTION TO PROVIDE
TIlED FLOOR FLUSH WITH
ADJOINING FINISHED flOOR.
FAll TO WASTE, DROP SHOWER
NOTE:
-ALL TOILET DOORS TO HA.VE
LIFT OFF HINGES
..pIPE ROOF RUNOFF TO
RA.INW"TERTANK
-RL’S ARE ASSUMED ONtY AND
SI-W.1. BE VERIFIED BY BULQER
PRIOR TO COMMENCEMENT
OF SITE WORKS
~
FLOOR AREAS .
...._--_.__. ..._--_.-...
" ",
~
f,lTERNAL GROUNO NEW: 130.4 rI’I"
GARAGE NEW: 185.1 rI’I"
TOTAL MERNAL.GROUW NEW: 295..5r1’1"
COVERm TERAACfS NEW 82.1 rI’I"
INTERNAL GROUNO EXISTt+G:
COVERED ~RACES EXISTING:
281.2.... ~
6&.0 m’
INTERNAL GROUNO TOTAL: 583.7....
COVERED TERRAces TOTAL: 130.1 .,,’
UPPER LEVa
~PERNew: 152,om’
TERRM:ES NEW: 71"""
Hf!RNAL UPPER EXISTI’fG: 185.&rI’I"
TEARACfS EXISTWG: 31..5""
INTEFtNAl UPPER TOTAL: 317.8....
TERRACES TOTAL: 110.3""
TOTAL INn:RNAL NEW’
TOTALlNn:R~ iOl.Jm’
KEY. TRT TLEDROOF
"’. HOSE’’’’
SW STDRMWAlfR
FG
0 FlOORGlJU’1 oSO SMOKE DETECTOR
1M HOT WATER.HEAT PUMP
0", OOI\1<PPE
F FA"’"
OOOA
’" FLJ,TROOF
W WIiOOW LOT 780 LOT 778
PO PlUMBHGOIJCT
0’" ""’HEAD
~ FALLOIRfCTKlN 24 THE ANCHORAGE 20 THE
S "’lITER
ANCHORAGE
~: :;AlRoCOHUNrT NOOSA WATERS NOOSA WATERS
, NEW F~ISIIED ."’<0( AREA:8DO~
I ~\r lEVELS 1.~ ~GROUNO AREA:800~ AREA: n4 m7
l
PAUL CLOUT DESIGN GENERAL NOTES: a.lENTNAME: McDONALD, Paul & Kaye
IPAUL CLCJU.TI
~ ( J
SITEAOORESS: 22 & 24 ~Anchorage, Noosa Waters
Suite 4, 44 MARY STREET, NOOSAVlLLE Use written dimensions only. 00 NOT scale drawingS. Contractcrs to verify aU
d~.,.-
, PO BOX 152, NOOSAVILLE,
BSA UCENCE: 1066417
QLO 4S66.
@~(Q)UJJ [M[Q) f[L(Q)(Q)~ [p)[Lffi\[M dimensions on site prior to commencing worits. Site location is Category W4f 1 or
to engIneer’s reQuirements. These drawings are to be read In Conjunction wl
engineer’s design and details, the accompanying building specification and
ORAWINGTm..E:
O’V.WING OATE;
~lFitOl~~~ ~r..CJtOllR; [lllI’J[i>l]
21/06112 SCAI..E: 1:100 on Al I DRAWING No:
PH: (07)5440 SJ88 COPYRIGHT lO PAUL a.OUT DESIGN PrY LTD.
PClpaulCJolJtd~lgn.com.au www.paulClolItd~ign.com.au
schedule of f1nlshes. If in ooubt. please request d rlflcatlon. DO NOT ASSUME, AMENDED CATE: 29/01/13 lF~r ~~Ill’iAAW I 01.0
Page 3
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125
rt
150 x 75 STRINGER
11M16 S/S
11M16 S/S
_ _ _
_~RECORDEDFLOODLEVELRL2.oo~_
DECK
RL 1.0AHD
RECESS HEADSTOCK 200 TREATI:D
& STRINGERS HWDPILE
MINIMUM WATI:R RL 0.44 AHD
25 NOM INTO PILE
-EXISTING
\I REVEnAENT
\_ STONE WALL
PITCHING
TYPICAL SECTION SPLICE JOINT DETAIL
1:20 1:20
I II
II II
~ II II THE ANCHORAGE
II II
II II 12952
23 3389
u u SIDE ELEVATION 227" 3725
FRONT ELEVATION 1:100
NOTI:S:
1:100
1. UNLESS NOTI:D OTHERWISE ALL TIMBER SHALL BE DURABILITY CLASS 1 OF APPROVED SPECIES
AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
2. UNLESS NOTI:D OTHERWISE ALL CONSTRUCTION SHALL COMPLY WITH THE ENVIRONMENTAL PROTI:CTION
AGENCYS’ OPERATIONAL POLICY."BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS."
3. ALL STAINLESS S1EEL BOLTS, RODS, ETC., SHALL BE APPROVED MARINE GRADE 316. ALL OTHER
STEELWORK INCLUDING NUTS, BOLTS, WASHERS, SCREWS, NAILS, ETC., SHALL BE HOT DIPPED GALVANISED
OR STAINLESS STI:EL.
PILE-IT PTY LTO
4. DIMENSIONS AND LEVELS SHALL NOT BE SCALED FROM THE DRAWINGS. TRADING AS
NOOSAJETTY
BUILDERS
DO NOT FIX JETTY
TO RElfETh4ENT WALL Llce No 723720
VSOOOfA k ASN 55 099 036 736
1 1 PO Box 299 Pl\lFax 0754743480
NOOIIIIIIiIIe Mabile 0408 137526
JETIYUSE: LOT 778 QJd 4566 0417 749644
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS
774m2 McDONALD
’"
SOUD BLOCKING
ALONG CURVED EDGES i PROPOSED JETTY
ONE S/S FRAMING ANCHOR
WALKWAY DECK VERTICAL
EACH END (NOTSHOWN LOT 778
ON FRAMING LAYOUT) DESIGN LIVE LOAD -
2.0 kPa
<(
(No.20)
a
THE ANCHORAGE
~ MAXIMUM MOORED VESSEL -
5m
BERTHING VELOCITY -
0,5 m/sec NOOSA WATERS
RABRlNK PlY LTC T/A
PILES:
ALL PILES SHALL BE APPROVED
JJ & Associates John Norden
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED 17491
., ACN 010 263 877
Structul’8l f ClvllllaIgn Enlll.....
IN ACCORDANCE WITH AS 2159
Suite 16 ’T_ntin Plaza’
:i! PILING CODE
3800 15243 .A Poinciana Avenue I PO Box 205
TewantIn Q 4565
’Mf
:.=-
tf
47"3715’
REAL PROPERTY Ph: 0754497137 Fax: 07 54497172
4100 OfA Ema :[email protected]
DESCRIPTION
EXISTING JETTY
TO BE
I’ LOT 778
DRAWN DATI:
DEMOLISHED__’
FRAMING LAYOUT
, RP 910420 SASHTON MARCH 2013
1:100
_J, PARISH WEYBA
COUNTY MARCH
8CALE DESIGNED
SOLID BLOCKING
C__j ISSUE
AS SHOWN
CPEng, MIEAust, RPEQ.
4100 OfA
ALONG CURVED EDGES k
ONE S/S FRAMING ANCHOR
EACH END (NOTSHOWN
’I WORKING DRG
ON FRAMING LAYOUT)
DRGNO. AMENDMENT
SITE PLAN 1:200
13/38-1
Page 4
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NOTE:
FOR AU. WET AREAS: ~o;!;~~:
SET DOWN FLOOR
CONSTRUCTION TO PROVIDE
TILED FLOOR FLUSH WITH
ADJOINING FINISHED FLOOR,
FAlL TO WASTE, DROP SHOWER
NOTE:
-ALl TOLET DOORS TO HAVE
lFT OFF HINGES
..pIPE ROOF RUNOFF TO
RAWl!w....TERTANK
~L’S ARE ASSUMED ONLV AND
SI-W..L BE VERIFIED BY BULDER
PRIOR TO COMMENCEMENT
OF SITE WORKS
~
FLOOR AREAS .
,,--------- ,,--------- -,
- - ,,
, ,
~
MERNAL GROUND NEW: 13Oo4m’
GAAAGENEW: 185.1m’ "
TOTAL ffTERNAL GROUND NEW: ""m’ "
COVERED TEUV.C(S NEW 52.1m>
NTERNALGROUNDEXJSTNG: 218.2m’ Ii!
COIIEREO TERRACES EXISTNG: seA m’
tflERNAI... GROUND TOTAL: 583.1 rrf
COVERmnRRACESTOTAL: 130.1 rrf
~
I’fTERHAL UPPER HEW: 152J)rrf
TERRACeS NEW:
NTERNAL UPf"ER EXIS’ftoIG; 1e6.6 rrf
TERRACES EXISTNG: 31.5m’
NTERHAlUPPERTOTAL: 311.6rrf
TERRACES TOTAL: 110.3rrf
TOTALffTERNALNEW: "106rrf
TOTAlIHTER.NAl: to1.3m’
KEY TRT TlfDROOF
Hr. HOSETAP SW $TORMWATER
’G
0 FlOORGWY 0’" SMOKE DETECTOR
D<lI’<<PPE HW HOT WATER.HEAT PlIMf’
0",
, ’"DOE
DOOR
FR FLAT ROOF
W WNXlW LOT 780 LOT 778
PO PLUMBNGOUCT
24 THE ANCHORAGE 20 THE
0"" ....""’"
~ FALLORECTk)N ANCHORAGE
S SPmE"
~:lt:;...-coNUN. NOOSA WATERS NOOSA WATERS
,~NEWF~1St x....Gt AREA:800~ AREA: n4 m’
I~" LEVElS ’..1, ~GROUt AREA:800~
l GROUND FLOOR PLAN
PAUL CLOUT DESIGN GENERAL NOTES: QJEHTrcAME: McDONALD, Paul &. Kaye
IPAUL CLDU.TI
[ ]
SITE ADORf55: 22 8r. 21 The Anchorage, Noosa W~rs
~ d~-
~
Suite 4, 44 MARY STREET, NOOSAVILLE
PO BOX 152, NOOSAVlUE. QLD 4566.
BSA UCENCE: 106&’17 @~(Q)lUJ[M[ rF[L(Q)(Q)~ ~[L~~
Use written dimensions only. 00 NOT scale drawilgs. Contractors to vertfy all
dimensions on site prior to commencing works. Site location is category W41 or
to englneer’s requirements. These drawings are to be read il conjunction wI:h
engineer’s design and details, the accompanyilg bulldng spectrlCation and
ORAWlNGTTTl.E:
DRAWING DATE:
~IRII())I!.DINJ~ IFILOOlR !P’I!.J,!NI
21/06/12 SCALE: 1:100 on 41 DRAWING No:
PH: (07)S+4O 5388
pcClpaulcloutdeslgn.com.au
COPYRIGHT to PAUL CLOlIT DESIGN PrY LID.
WWW.Puldoutdeslgn.com.au
schedule of finishes. If In doubt, please request darlflcatlon. DO NOT ASSUME. AMENDED "’rE, 29/01/13 Il"IliIIELYJ[NM’t’ I 01.0
Page 5
~ I
"
125
-Ft
150 x 75 STRINGER
lIM16 S/S
lIM16 S/S
MAXIMUM RECORDED FLOOD LEVEL RL 2.00 AHD
-----------
DECK
RL 1.0AHD
RECESS HEADSTOCK 200 TREAlED
& STRINGERS HWDPILE
MINIMUM WAlER RL 0.44 AHD
25 NOM INTO PILE
-EXISTING
\I REVETMENT
\._ STONE WALL
PITCHING TYPICAL SECTION SPLICE JOINT DETAIL
1:20 1:20
I II
II II
~ II II THE ANCHORAGE
II II
II II 3389
u u SIDE ELEVATION 227.3725
FRONT ELEVATION 1:100
NOTES:
1:100
1. UNLESS NOlED OTHERWISE ALL TIMBER SHAll. BE DURABILITY CLASS 1 OF APPROVED SPECIES
AND HAVE A MINIMUM STRESS GRADE OF F14 MIN.
2. UNLESS NOlED OTHERWISE ALL CONSTRUCTION SHAll. COMPLY WITH THE ENVIRONMENTAL PROlECTION
AGENCYS’OPERATIONAL POLICY -
’BUILDING AND ENGINEERING STANDARDS FOR TIDAL WORKS..
3. ALL STAINLESS SlEEL BOLTS, RODS, ETC., SHAll. BE APPROVED MARINE GRADE 316. ALL OTHER
SlEELWORK INCLUDING NUTS, BOLTS,WASHERS, SCREWS,NAILS, ETC., SHAll.BE HOT DIPPED GALVANISED
OR STAINLESS SlEEL.
PILE-IT PTY LTD
4. DIMENSIONS AND LEVELS SHAll. NOT BE SCALED FROM THE DRAWINGS. TRADING AS
NOOSAJETTY
BUILDERS
00NOT FIX JETTY
l.Icen No 723720
TO REVETMENT WALL
V5000/A k ABN 55 099 036 736
1 1 PO Box 299 PhlFax 0754743480
_ Mobile 0408 137526
JETTY USE: LOT 778 QId 4566 0417 749644
SINGLE USER, PRIVATE
NO VEHICULAR ACCESS
774m2 McDONALD
SOLID BLOCKING
ALONG CURVED EDGES
i PROPOSED JETTY
ONE S/S FRAMING ANCHOR
EACH END (NOTSHOWN
WALt<JNAY DECK VERTICAL LOT 778
ON FRAMING LAYOUT) DESIGN LIVE LOAD -
2.0 kPa
(No.20)
~
o
THE ANCHORAGE
~ MAXIMUM MOORED VESSEL -
5m
BERTHING VELOCITY - 0.5 m/sec NOOSA WATERS
RABRlNK PTY LTD TjA
PILES:
ALL PILES SHALL BE APPROVED
JJ & Associates John Norden
HARDWOOD AND TREATED
TO HAZARD 6.
ALL PILES SHALL BE INSTALLED 17491
. ACN 010 263 877
Stnrall CMI Deelgn Engl.....
IN ACCORDANCE WITH AS 2159
Sull 16 ’1’_Plaza.
3600
PILING CODE
15243
4.,.3715.
A Poinciana A_ue I PO Box 205
TewantIn Q 4565
REAL PROPERTY Ph: 07 54497137 Fax: 07 54497172
4100O/A Emal:jn_aQintemode.on.net
DESCRIPTION
EXISTING JETTY
I DRAWN DAlE
I
TO BE
DEMOLISHED__" LOT 778
I RP 910420 S ASHTON MARCH 2013
FRAMING LAYOUT
_JI PARISH WEYBA
COUNTY MARCH
SCALE DESIGNED
1:100
SOLID BLOCKING
C__j ISSUE
AS SHOWN
CPEng, MIEAuet. RPEQ.
41000/A
ALONG CURVED EDGES k
ONE S/S FRAMING ANCHOR ’I WORKING DRG
EACH END (NOTSHOWN
ON FRAMING LAYOUT)
DRGNO. AMENDMENT
SITE PLAN 1:200
13/38-1
Used in these records
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