Council archive · source document
Approved Plans - 07/1172 [As Published] · 132007.1172
Plans and drawings: the text below has words only, no drawings.
Y
J we 4730 7510 Romaine cmsarscms, [LEGEND
THESE ORANES AT NOT BF RePRoaUCED — | FR.C GRE REAFOREED CEMENT
. COPIED / DEALT WITH IN ANY’ MANNER
230|,|, 1200 t. 3000 | 1230 HCH Hees THE EACLUSWE Ras of | HO: MALL OVEN TOWER
0
i
i DISHWASHER PROVISION
| olL, 1630 [170 247070 3000 | | Sireuoreg a seers” | S08 BATS!
N4 |230 5800 Tol, 1
1 1
30 tHe EXPRESS WRITTEN AUTHORISATION WN, HASHING MACHINE. PROVISION
TH . .
| E CORAL HOMES GROUP. WH. 800 x 600 WAN HOLE
DP. DOWNPIPE
HWD — HAROWOOD TIMBER
08S OBSCURE GLASS
F/G FIXED GLASS TO ALL PANELS
O/H DOUBLE HUNG WINDOW
US. LOWER SECTION SLIDING PANEL
BAY BAY WINDOW
SL_ GLASS SIDEUGHT PANEL
5/0 GLASS SUOING DOOR (EXTERNAL)
SUDING PANEL/ FIXED PANEL
POWDER COATED ALUM, FLASHING
PV PERMANENT VENT PANEL TO WINDOW
FED FEDERATION BARS TO WINDOWS
COL COLONIAL BARS TO WINDOWS
¥S.0 VINYL FACED SUDING ROBE DOORS
(5.0 MIRROR SUDING ROBE DOORS
FS.0. FACE OF WALL SLIDING DOOR (PELMET)
C'S.0,_ INTERNAL CAVITY SLIDING DOOR
ay SO SET 300D SQUARE SET P'BOARD BULKHEAD
= 820 SIZE OF TINBER DOOR (won)
~ 2118 SIZE OF WINDOW (2100H x 1800W)
P.C.J. PLASTERBOARD CEILING CONTROL JOINT
RB.M. REFLECTIVE BUILDING MEMBRANE
© LOCATION OF SMOKE ALARM.
TO COMPLY WITH BCA CLASS 1 &
| 0 PART 3.7-2 & WITH AS 3786,
NOTES
“]WRITTEN DIMENSIONS WILL TAKE PRECEDENCE
OVER SCALE.
ALL INTERNAL DIMENSIONS STATED ARE
FRAME SIZE — EXCLUDING LININGS.
ALL WINDOWS TO 8E SLIDING U.N.O.
&/300mm WIDE PAINTED PYNEBOARD
SHELVES TO PANTRY.
4/320mm WIDE PAINTED PYNEBOARD
SHELVES TO UNEN CUPBOARD.
[830 . R2.5 INSULATION TO CEILING SPACE
(oc PORCH) :
.B.M TO ALL EXT. WALLS
25° ROOF PITCH WITH 500 EAVES.
PROVIDE 1 COAT OF SMOOTH SPONGE
F RENDER ONTO QOUBLE HEIGHT COMMON
BRICKWORKS A SHIRE COUNCIL
PLANS APPROVED
SIGNATURE...
3385
70, 920 yo 1480_{170
390 x 380 CORE.
1
GROUTED BRICK PIERS
LA ‘ , 900. VANITY WITH 950
ON SHEETS 8 6 ti uy SEMI-RECESSED BOWL 4
HOSECOCK. : _ _ _ _ 2ui5
OP 4 2115 S/O DP 1512 085 2412 LS.
od
x
30
30
20, Heat
Purop _H.W.S
0
400x100 HWD POST
MEALS FOR BRACING -
. REFER TO OETAIL
ON SHEET 6
70 Be 230
230
230
200
TUB
LH AUTO CONTROG
! ,
. '
cD)
1200 HIGH PLASTER-
DWARF WALL WI
TIMBER CAPPING.
210 Me PLASTER
BOAR COLUMNS.
DOUBLE. 536"
1890
3030
3030
70 2030
pe
930
70
@
5800
7 ,
oe? 0
70\53
>
=
om
nm
Vv
=
2124 XOX
1800
5800
6260
AL) O'HEAD SECTI
ITH AUTO CONTR
FAMILY -
BEAM TYPE AS PER TIMBER
SCHEDULE - SHEET No. 8
)
|. 7a, 920
7o{|, 920 70
. Lo
ioon00 8 POST
FOR BRACING ~
REFER TO DETAIL
ON SHEET 6
3300
; LASTER-
2109 F/6 0: 2109 F/G 2375 i} bine Waa it
AL 218 TNBER CAPPING.
j= AL
210 x 210 PLASTER
i [FES INQ DT tessecTIOn BOARD COLUMNS.
PO © RY
:
Ps
‘\
2355
DWARF WALL
90
2124 S/0
230.
230.
\ cn
RANGEHOOO
102630
1
1310 _|
|, 900 [690 |, 1230
10
L
suB
3600
6870
8
a
nN
REFER TO PORTICO
DETAIL SHEET 6A
a
1620
1620
2200 po }
210
LOUNGE
[1074 | 1500 | 1074
ok }sso0 ore ty OK nce v8 ed +4
Nae op yO : i
tM lee 1 OS : FP
SHELF e/ No 3540 t \
70
3
vi
4
| _|,1008 |
WNT, ROBE “J |
|. 900 | 1300
i
S5p
|
|
|
|p60)1]551| 979 | .210
ty
STEEL SHS (GROUT FILL}.
REINF. CONC:
PORTICO SLAB
8830
@.,
3300
2112
2535,
2
3
70 140
19)
1651
!
0
3040
[830 |
70
1
3600
2118 LS.
2940
2
= 1200 x $00
™“ NOM. SHOWER:
‘i m on
BED s | WASONRY TIES BOTH SIDES SPONGE FOAM ” Co
\ b DP, OF JOINT ~ EVERY 3rd COURSE. COMPOUND | ae £
p : Homes
"Built On Trust”
‘ Coral Homes
36 Laver Drive, Robina 4226
f P.O, Box 4627, Robina Town Centre 4230
BL B36 id NE azoece Way
S ELEVATIONS |
. D. & G. JENKINS
BRAMPTON 232 | LOT 206 FLOODED GUM PLACE
FINAL SIGNED COPY au MOUNTAINS
|70 3385250} | ete amis ae Sete Pu YW OS MAY 2007
|
720°F$.D
1310] |
1190 _|
|
\
| | 1000H x 150QW x 1400: !
I
|
|
2 FEATURE RECESS AT
8 1200 ABOVE FLL
silk
ad
sy . V4
wo 5 ui
Q
3 |
oP
("TS
230
230)
= - = - ea]
: 750 vay wt \__ 600 WIDE SHELF AT 1700 , 5-l0n DEP, {10g GAP BETWEEN
F L. O O R . P L A N _.__ SEMI-RECESSED BOL WITH GP RANGING RAL UNDER. —— AJ — ARTICULATED JOINT AS PER FLOOR PLAN. >
. = —~ Ad ~ ARTICULATED JONNT AS PER ELEVATION, \
L A Y O U T . , , ; SPACED AT CENTRES RECOMENDED IN SOIL REPORT
‘ . MASONARY ARTICULATION
AREA:- . JOINT DETAIL, |
LIVING:— 192.05m2 | a 9800 * 70 3140 70 10 i .
GARAGE:- 37.75m?
8
PORTICO:- 647m? 900 (230 2310 00/760 |,, 970 |, 1730 50 70 3385 T° | alin, Or 200 AE” SHOWN, DRAWING REFERENCE No,
CA i
= . i
Oe Ani ae elm 230 " 3140 Tol), 920 10 i : . . Pst Buns AS) FW eR OF OUR FLOOR PLAN LAYOUT | 14326
‘= 80.23m . AR
ROOF AREA: 276.94m? 350, |. 1200 [4230 2560 70\|, 1500170 4200 30 ft -- ee tA FED =
PER LENGTH:- 84.98m T {| : PROPRIO SGMTURE PROPRETOR SHARE | SHEET” 4 Qe g =
5870 8860 9420 Af k ? THESE, PLANS, REMAN [=
Le
>
PLANS & I/WE HAVE CHECKED THAT ANY ALTER-
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Page 2
Existing; NO 1 SITE COST OPTION:- 10-04-07
Existing Brick & * SETBACK DISTANCES ARE
Rendered GI FROM THE OUTSIDE OF THE AREAS we
Brick & House — FASCIA 10 THE BOUNDARY. LAND 2430
, GI. és way EAE MDM To OUTSIDE OF Peg {SHE COVERAGE 9.7%
ouse mm » Found.
“> L|SITEWORKS | LEGEND
4 ws : Pe
“2, & Qo “a, Qp Qs % e es Qs a, g CUT: 170 DENOTES, $0/105mm
peg oD ‘® ‘SH "GD wSp 1934S" yD Go PA ADE 133.20 WATER PPE oe
(Lees, fs. x SON goo N SK] SLAB AHO:—133.50{? ~ {Gcnton.
25 . s, ~ \ Peg \ \ . 7 uy DRNEWAY ceanENT DENOTES 250
Df ONO BN Ne ROR. Bice sete
? SN Ss, Ny NN », N , ‘ {wort ; puarronu yeicut | CONNECTED. 10,
oa oN ». nN “\ ‘ \ Pe fue to sie EON wee pe
yo LON NN X ti RICATES TREES MRED FR ‘HE NOTE : ALL BUILDING WORKS ARE To
ec) ms, Sf MAL SN, SS S . cs OMPLY WITH THE BUILDING
“0 N N s s. N s CODE OF AUSTRALIA.
oO |} s s s NS \. SOS WRITTEN DIMENSIONS SHALL TAKE
~, N s. N \ \ S PRECEDENCE OVER SCALE.
Z S s NOTE Trees un der Nb . . | {SURVEYOR No. - 07-0640
W SN ", ~ Sy N O33 Di QO \ \ % 7 N \ \ e
‘O gis “NOT LHCATEQ N IRRIGATION DISROSAL AREA.— 235.2ni2 Be. “
25 . . ne a OE aR) SS, . Covel
So,| PRReremep SNK NK AG OD - Homes
"Built On Trust”
Coral Homes
36 Laver Drive, Robina 4226
P.0. Box 4627, Robina Town Centre 4230
B.S.A LIC. No. 1014053 (OLD)
B.5.C LIC. No, 62084C (NSW)
CLIENTS
D. & G. JENKINS
LOTY206 FLOODED GUM PLACE
K MOUNTAINS
| CHECKED TENDER LETTER
03 MAY 2007
“DRAWING 7 REFERENCE No.
SITE .PLAN LAYOUT 314326
rT SCALE: 1-200 _| DATE: 26-04-07 CP
N\ DRAW] GVI a
. TEAM: 1 SC a=
N N. SHEET 3 0F 8 ==
TORMWATER LINES TOs, NN
731,500 WIRES
75 a0? SONCRETE IN“GROUND
Vo P| INWATER TANK,
N,
\,
— POSITIONNOF REINF, EXT.
RINISH CONC: PATIO Wi
va
a
ae ------- Sat N ..
APPROX. POSITION OF \. \
! -
\ .
J OS | ‘ | "© THE CORAL HOMES GROUP
| FUTURE POOL BY OWNERS. SE NTT ON ALL RIGHTS RESERVED.
' KEEP AU. PIPES ON, ‘Es | Ye | FINAL SIGNED COPY
‘ \ ao Ne .
MIN. 3m FROM FOUNQATIONS. \. 3 Ih . Ye ACCEL TAAL THESE PLAS ARETE ONAL
an Ne BR LT \ | FREE PRR ear ee
} : 3 L
~ aon . | eae nme =x = { THESE PLANS ALSO FORM PART OF QUR uw | ene
ea : . 9 3 goatiact BENEEN THE PROPRIETOR
‘, ‘
\ . \ ois
. O85 ’ \sle{o 2
\ i Xo | GY) [PROPRIETOR SIGKATURE PROPRIETOR SiCHATURE
‘ as \ , THESE PUNS REVAN
\ \, \ o, or COPYRIGHT OF THE
STEN \ TURE CORAL ‘OWES GROUP
\ NJ \ Mo. eet
‘ - \ ml
\ k
\ ‘ \ Gi
Zv 5 F EN CE XS
‘O p Ql AHO 13590 \ \ ‘ ' ‘.
o 0 : .\ \ L_\ 4] \ xe
‘
YN ar
a
Pa .
Te
SB .
ae
Je
>
<x
5
et
. fen
a
ro
{
.
Lig oo te st | ee a ees moet =
\ | { \ | w
“/ PROX. POSITION OF REINF, EXPOSED , | | e
AGGREGATE FINISH CONC, DRIVEWAY, i J | oom
& PATH WITH TERMITE BARRIER. | | ( & 8
ALL WQRKS TO SUI | { i | | 3”
COUNGIL REQUIRMENTS. i i I ‘| | \ $
REFER] DETAILS SH if, i i po |
i 1
| 40.0 | Photo 3} 2 i | | \ Q
PF t
eparaee ae] we
io Iss} / vi] } y & las Rowen
_ a f f / / / Hz eS \ elstr
TBM Nail Gin kerb) / f / / / Hi So 4
AHD RL 134.715m _” / / f / {/ 9 g Ba \
(Derived from PSM “ f / / / i o to? \
#154353 RL _ / / / / \ i, ge \
‘118.692m) | A a a “ : LZ f =~ ‘( “I a * [OWNERS RESPONSIBLITY:
= aah a 2 = Z / FARK anh © 130.05, TReraning WALLS GREATER THAN 1m HIGH
wa F = = *\(cur OR FLL) ARE REQUIRED TO BE ENGINEER
Y %e ROAD EDGE Qs . - iO: 5 2 129-93 lipseneo a CERIFED PRIOR 70 BULDNG
: x Hl: zZ BUILDING APPROVAL AND, iF CLOSER THAN
oO SS» Flooded Gum Place io: <0 L 1500mm FROM BOUNDARY, WILL ALSO
ph a 1 . - 3 : o ooh > REQUIRE A RELAXATION (FILL SIDE ONLY}.
oto i : oto ENGINEERS DESIGN TO ADDRESS ISSUES IF
JN CLOSE PROXIMITY TO SEWER, STORMWATER,
S$ iT E P L A N EASEMENTS OR EXISTING STRUCTURES. SEPERATE
a COUNCIL APPLICATION AND FEES MAY APPLY.
Page 3
ms
i
is
& GUTTERING.
Energy Efficiency Schedule}
Room Nome
5
jz.
25° PICK : -——--— /0x35mm PAINTED TIMBER : A] External moterial Brick veneer
TO PORTICO— LADDER’ BETWEEN PIERS. i Element Specification * |? insulation foil to all external wall
\ Glazing & Air | shading _ SG0 eave 4 5
$60) Movement glazing clear s Roofin roofing material tile
FIBRE CEMENT SHEET__ AN ! —— frome —— alumicium £ 9 none
rampten pening size] E] Ee: [Sa 5 7
OVER GARAGE. DOOR, CONCRETE ROOF TILES g @ R25 balls
n/a| % room area n/a
S B weatherstripping to doors and windows | yes
i = Seating exhaust fons seoloble
(eS eS) 9) GS FS) skylights “Limpertorate: ceiling diffuser
CS} CS) ES) SS) ES) i ‘ :
~-4_l. | GOO ©) Ge)
"7S Gd FC) Gs rq
CC) CS) Ga) TES tES-+ - J. Al] = } OT, DOR AREA
on _-—-r -4-- — ~--4 : max. 37% 600 eave, max . 28% fo eave™
re : SWesliding_ window, FW=fxd_ window, SD=sliding door, HO=hinged door
350 x 350 BRICK PIER Wir ,
Corel BASE. REFER SHEET 6A FLUSH FIBRE CEMENT SHEET
—OVER GARAGE WINDOWS | fy
|. CONCRETE ROOF TILES
“ SMOOTH SPONGE RENDER
‘ ONTO DOUBLE HEIGHT 4 4
i BRICKWORK WITH R.B.M.
NG.L i ( | / Yee
Be . _ NOOSA SHIRE COUNCIL,
COLOURBOND FASCA—; CONCRETE ROOF TILES 4 | -PLANS APPROVED
e La SIGNATURE:.....cab Drie seseeesueses
|
kK 3S ro = ke h 1
a ey hut Te CL 7 sa
| Coral
NGL,
EL EVATION____.3 (NORTH/EAST)---- BRAMPTON 232 _ fhomes
~oo aaa == uilt On Trust”
‘ NOTE Ss Coral Homes
= ROOF {PITCHED AT 25° UNLESS 20. Box 4627, Robina Town Oonve 3200
é NOTED OTHERWISE. B.S.A LIC. No. 1014083 (LD)
CONCRETE ROOF TILES : N.C.L.}= NATURAL GROUND. LINE B.8. LIC, No, 620846 (NSW)
a AJ. = ARTICULATION JOINT CLIENTS
t R.B.Mj = REFLECTIVE BUILDING LD. & G. JENKINS
fo — MEMBRANE LOT 206 FLOODED GUM PLACE
_ FINAL SIGNED copy [BAM UNIAN
<— <—
oom Sa fae - se Gara aesne| 7_| ee eilnn
BRICKWORK WITH ROM. AHS BACON AE SOM “Toraatig REFERENCE No.
| Pe Woo THESE\ELANS ASD FORM, PAR OF OUR ELEVATIONS 314326
& CORAL HOMES. SCALE: 1-100 DATE: 26-04-07 CP
i 4 DRAWN] _GVI oe
Pe Le Ts¢ =
-f& -T--+-@)- Ab---_-. 4/1 PROPRITGR SGRATURE PROPRETOR SIGNATURE | SHEET =
ELE VAT +-O-N-----4-(NORTH/WEST) oC HR ION Sa FSET oe g _—
Page 4
}
40°1'35"
Rendered
Brick &
GI
House 129°3245"
\ VARIES.
“an
iN
1500]
2000 § | -reange wa —t~ NGL,
K a ee PM
q
\kpotons | [poorer -~ SI
REL 2000
SINGLE] S10
ami fs 1500
— IF RETANNG EXCEEDS 1000mm HIGH,
wet | TO BE ENGINEER DESIGN & INSPECTED.
RETAINING HEIGHT WILL VARY IF SITE
WORKS VARY FROM SHOWN.
TYPICAL RETAINING DETAIL.
Tree Legend
220°1'30"
TBM Nair Gnt Kern? .
AH.D:RL 134, 7iSm 310°15'25" 2
(Derived! fripm PSM
#154353! RL! sy
\
pfs 692m}
r LO
NORTH
OWNERS RESPONSIBILITY:
RETAINING WALLS GREATER THAN 1m HIGH
(CUT OR FILL) ARE REQUIRED TO BE ENGINEER
DESIGNED & CERTIMED PRIOR TO SUiLOING
BUILDING APPROVAL AND, IF CLOSER THAN
1$00mm FROM BOUNDARY, WILL ALSO
REQUIRE A RELAXATION (FILL SIDE ONLY).
ENGINEERS DESIGN TO ADDRESS ISSUES IF
IN CLOSE PROXIMITY 70 SEWER, STORMWATER,
EASEMENTS OR EXISTING STRUCTURES. SEPERATE
oded Gum-Place
DESIGN IRRIGATION —25mm/week
RATE C DIR. :
SOI Were Cley Looms
DISPOSAL METHOD? Home Seweroge Treatment System
. in accordence with a Noosa
Shire Council approved technique
HYPRALLIC LOADING No. of People Residing = 6& max.
Hydraulic Loading = 6 x 140L/person/day
= B40 Gitres/doy
Ow = Ox 7 doys = S880 litras/week
Ai (Irrigation Areo required) = Ow / OIR
= 235.2 m2
MINIMUM AREA TO BE 235.2m2
A cinimum of 235.2m2 of tondscoped area is to be provided for
surtace irrigotion’ of the effluent. irrigation disposo! cred" setbock
requirements ore :—
2) not closer then 4.0m from building or boundary onthe
downhal side of the disposo! oreo .
0) not closer than 2.0m from building or boundary on the
Q=Trunk vio] | SUBURB BLACK MOUNTAIN
B=Tree Height] LOCAL AUTH. NOOSA S.C.
Spread PARISH TUCHEKOI
Canopy? COUNTY MARCH
UBD REF. SC14 KI
AREAS we
LAND 2430
SITE COVERAGE 9.1%
NOTES
SITE COST OPTION:- 10-04-07]
PROPERTY DESCRIPTION
LOT 206 ONSP 157049
FLOODED GUM PLACE
SETBACK DISTANCES ARE
FROM THE OUTSIDE OF THE
FASCIA TO THE BOUNDARY.
EAVE WIDTH TO OUTSIDE OF
FASCIA IS 550mm MAX.
NOTE : ALL BUILDING WORKS ARE TO
COMPLY WITH THE BUILDING
CODE OF AUSTRALIA.
WRITTEN DIMENSIONS SHALL TAKE
PRECEDENCE OVER SCALE.
SURVEYOR No. - 07-00640°
Covad
"Built On Trust”
Coral Homes
36 Laver Drive, Robina 4226
P.0. Box 4627, Robina Town Centre 4230
B.S.A LIC. No. 1014053 (QLD)
B.S.C LIC. No. 62084 (NSW)
CLIENTS
D. & G. JENKINS
LOT 206 FLOODED GUM PLACE
BLACK MOUNTAINS
no Gf TENDER LETTER
3 MAY 2007
DRAWING REFERENCE No.
SITE PLAN LAYOUT 314326
SCALE: 1:200 DATE: 26-04-67 CP
DRAWN:[ ~~ GVL vere
TEAM: t SC ---
SHEET 3 OF 8 =
© THE CORAL HOMES GROUP
ALL RIGHTS RESERVED.
FINAL SIGNED COPY
ioe ACCEPT THAT THESE PLANS ARE THE FINAL
RANG DRAWINGS THAT SUPERSEDE PRELIM.
& 4/WE HAVE CHECKED THAT ANY ALTER-
AON OR ADDITIONS ARE SHOWN.
THESE PLANS ALSO FORM PART OF OUR
CONTRACT BETWEEN THE PROPRIETOR
& CORAL HOMES.
= Hromes” “|
WW
rol
uphill side of the crea : _— =
COUNCIL APPLICATION. AND_EEES.-MAY_APPLY.. .,-} = —ases= St.
“a Lvd
“SQM ALVNDIS
rae
GaAOWddW SNV 1d
TIONNOOD AUIHS VSOON
PLAN
c) not focoted in on rea subject to vehicular traffic
4) not closer thon 5.0m from swimming pool
2) not closer then 2.0m to any woler supply pipe, gos pips.
underground power ine, telstra coble, stormwater drain or
ony other pipeline not being port of an cpprovad system.
1) nat closer thon 30m from any bore, well, surfoce water
storage or woter course used for domeatic water supply
or o wotercourse within o proctoimed catchment orée.
g) not closer than 15m from any source of water supply
(inetuding inground woter tanks)
SITE PREPARATION
Site preparation should be carried out in accordance with
AS1547—2000, percoistion test ond Nooso Shire Council
requirements.
The areo to be irrigoted should be ripped to 0. depth of
ro leas thon 200mm and then rotory hoad te break up
clods with o dimension greater thon 25mm.
BY OWNERS
{f the soit is friable, infertile or both then the soit structure
should be improved by odding gypsum, humus orgenic material
and sond as required. The site should be planted with oppropriste
vegetation which is suited to the crea. Refer to Noasc
Shire Council Guidelines for a Est of suitable vegetation.
Where the naturol surfoce siops of the sile is grester than
5.0% the site should be terraced and filled or retained and
filled. Diversion drains should be constructed on the upstream:
side of the irrigation orec to divert roinwater runoff sround |
the sile.
ty
LN of ony non-visible sérvice
the Local Authority's definition of Nolurat
/\ ALERT
does not guarantee the tacotion
/\; Axis Surveys hos not completed
SERVICES ALERT
NATURAL GROUND LEVEL ALERT
Ground Level. Please contact this office
This contour end feature survey,
of boundory pegs or fences. Please contoct
© flood search on this property.
TITLE SEARCH ALERT
PROP site FRGPRETOR SAUTE
RESE PLANS REWAIN
SK me COPYRIGHT OF THE
BURDERS/ AGNATURE CORAL HOMES GROUP
Ayis Surveys lake no
responsibifty ter the location
The levels shown were token ot the
surveyed dale and moy nol represent
for a quote or further advice.
- IDENTIFICATION SURVEY
os prepored by Axis Surv
this office for o quote or for further advice,
FLOOD SEARCH ALERT .
Check council for fload information.
‘Axis Surveys hos nol cared out
a litle seorch for this survey
_ Check NRMAW for easements
gnd_encumbronces.
Used in these records
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