Council archive · source document
06/2361 - Response to information request issued 21/11/06 [As Published] · 132006.2361
Council Reference: 2006/2361
Our Reference: 00663 L04 NG
19" December 2006
Chief Executive Officer
Noosa Shire Council
P.O. Box 141
Tewantin Qid 4565
RECE put |
2 1 DEC 2006
NCGSA !
SHIRE COUNCIL
~
o
&
Attention: Planning and Development Department
Dear Sir/Madam
martoo
consulting o
town planners +
urban designers
RE: Application for Development Permit for Material Change of Use of Premises for
Multiple Housing Type 2 Duplex situated at 25 Grant Street, Noosa Heads
described as Lot 7 on RP 179879, Parish of Weyba
| refer to the above application and Councils information response issued 21* November 2006 and
wish to respond to the aspects raised as follows:
Land Use
1. Additional plans prepared by Bennett Architects are submitted that demonstrate site cover
calculations,
2. Additional plans prepared by Bennett Architects are submitted that demonstrate Landscaped
open space calculations.
3. Additional perspective sketches are provided that indicate the form-of the building proposed.
The applicant has not amended the plans as requested and seeks approval for a minor
intrusion into the 8 metre height limit prescribed by the Noosa Plan. The proposal is
considered to comply with Specific Outcomes of the Noosa Plan as detailed below:
O01 Buildings and other structures—
a) present a building height consistent with structures on adjoining and
Surrounding land;
The development it set down from the roadway and provides a single storey
presentation to the street, the development will be consistent with the surrounding area.
The area of intrusion will not be visible to the street. It is noted that there are no other
developments that have been approved on this side of Grant Street and therefore this is
the first development in the area. The area that exceeds the stipulated height
requirement is very minor and relates to the lower portion of the building adjacent to the
surrounding park area.
b) do not exceed a maximum building height of—
iii ...For any other zone— 2 storeys;
The proposal complies with the stipulated height requirements in terms of height in
storeys.
c) do not visually dominate the street or surrounding spaces;
The area of the intrusion is relatively minor and is located at the rear of the site which
adjoins an area of public open space. The development presents a singe storey to the
street. Due to the sloping roof form and the open design of the rear of the building the
building will not impose on the rear open space area. The building is well articulated
SUNSHINE COAST OFFICE GYMPIE OFFICE
1/199 GYMPIE TERRACE, NOOSAVILLE | PO BOX 1684 NOOSA HEADS Q 4567 1/28 REEF STREET GYMPIE | PO BOX 391 GYMPIE Q 4570
TELEPHONE | 0754555425 FACSIMILE | 07 54555725 TELEPHONE | 0754827440 FACSIMILE 1 07 5482 4952
[email protected]
[email protected]
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 15 pages
Page 2
@ Page 2 and well setback from the side boundaries where the area of the building exceeds the stipulated height. Significant landscaping is able to be provided on the southern boundary to further screen the portion of the building that exceeds height. The applicant also notes that the matter of height was discussed in a prelodgement meeting where Council staff indicated that they considered a height relaxation may be warranted. d) preserve the amenity of surrounding land; The proposed encroachment will not be visible from the surrounding areas due to the slope of the site and the design of the building. The infringement is minor and will not affect the amenity of the adjoining public spaces or adjoining residential sites. e) respect the scale of surrounding vegetation; The height of the building will be of a similar level to the surrounding vegetation. f) respond to the topography of the site by minimising cut and fill (eg. stepping down the site or using a suspended pole construction); The design of the building minimises the need to cut and fill on the site through the suspended slab construction. The applicant considered and discussed a number of different options of developing the site with Council staff. These options included: « the provision of carparking underneath the building and the construction of a suspended driveway along the side boundary; * carparking on the roof of the units; « carparking located perpendicular to the road. These options were not considered appropriate due to the impact of a suspended driveway and manoeuvring areas on the amenity of the area. The current design has carefully considered the constraints of the site in terms of the steep fall away from the street. Due to the construction of Grant Street there is a short distance of 1.8 metres from the kerb to the front boundary of the site whereas the normal distance is at least 3.6 metres. This reduced area severely restricts the ability to provide a driveway down the side of the site whilst maintaining required grades. g) maintain a mature vegetated skyline. Due to the location of the existing vegetation in the middle of the site, there is limited opportunity to retain these trees. The applicant is willing to landscape the setback areas to further screen the development. 4. Amended plans and elevations are provided that indicate the roof form proposed. It is noted that the northern elevation to the roof provides extended glass openings to enable a transparent presentation to the north and maximizing the northem orientation of the site. This transparent elevation enables views to the ceiling and thus creates a sculptural element to the building. 5. A comparison of the proposal against Outcome 36 of the Semi-attached housing zone is detailed below: elem Color es Tes Lele Specific Outcomes Probable solutions (if ete Tey a) code assessable) Buit form Streetscape character 036 Buildings and other structures— $36.1 The main entrance of the | Complies - defined entrance to a) contribute positively to the building faces and is recognisable | the units provided along northem streetscape character by from the street side boundary. addressing the street and adding _| AND
Page 3
@ Page 4 With regard to the roof line and the requirement to provide variation it is noted that the main portion of building is located down the slope of the site and not visible from the Grant Street frontage. As such the roof line is not visible to the street. The applicant indicates that a sweeping roof form is proposed that appropriately reflects the contours of the site. Further that due to the configuration of the units that is one per each floor and on top of each other, a variation in the roof line will not further define the individual units. As indicated previously the northern elevation of the building under the roof line is transparent and provides variation and interest to the roof and northern fagade. Overall the roof line will not be visible and there is sufficient visual interest in the building by means of decks and materials to define and add to the amenity of the area. The proposal is considered to comply with the specific outcome as follows: a) contribute positively to the streetscape character by addressing the street and adding visual interest through stepping the front fagade; As indicated previously the building has been designed with reference to the topographical constraints that being the slope and the width of the footpath. As demonstrated by the additional perspective sketches provided only a minor portion of the building is visible to the street and there is the ability for landscaping to be provided across the frontage of the site. b) have a bulk and architectural scale that does not dominate the streetscape or detract from the visual amenity of adjoining properties; As above. °) present as a small building of a domestic scale within a landscaped setting; The proposal complies with the required scheme provisions with regard to site cover and gross floor area. The building has a residential character that is consistent with development that has occurred in the area. d) present well articulated fagades where garages or carports are not the dominant visual element when viewed from the street; and As indicated previously the applicant considered a number of different options with regard to the location of carparking. The previous options were not considered acceptable by Council staff and the present design has been developed as a result of these initial discussions with staff. The garages are located at the front of the site however due to the slope there is no real alternative location on site given the topography, slope, orientation, depth and area of the site. The garages have been integrated into the design of the building through the use of the same roof form and similar materials. As above Amended plans are submitted that provide a reduction in the height of the northern fence. The applicant proposes a stone feature wall adjacent to the front garages. The proposal complies with the specific outcome as detailed below: OND
Page 4
@ Page 5 Front fences and walls 039 Front fences and walls are $39.1 Front fences or walls are— A screen feature wall is provided to the designed and sited to— @) not forward of the front plane of front of the site for privacy and visual 7 Beetle |) ee any | egies brain any attract Ness of ine si ith? requit r si fal retaining in by be compatve with the | ©) more than 900mm high; or | ee on with the carparking areas at existing streetscape ¢) no more than 1.2m high and of the front of the site. character: open construction (ie. at east ©) _ relate to the architectural OR 50% transparend); The screen wall is an attractive feature period of the building; . to the street and is a well designed d) avoid interference with the eae For praises with frontage to tne solution to the slope of the site enabling moverentofsurece | Ta are no more fen 1am height | ndsoanng tobe proved e) _ allow for casual and are articulated so that a minimum | The screen wail is generally located in surveillance from the street | ‘otal of 2nr° ot planting area is proviied fine with the plane of the front garages or where premises adein peer bow nce and the front and és consistent with the probable part of the major roa nary. solution. network, mitigate traffic noise; f) provide for planting in front of high solid fences and wails; and 9) ensure planting between the front fence and the footpath does not create an impediment for pedestrians using the footpath. 9. Probable Solution 37.1 of the Semi Attached housing zone indicates that garages are to be setback 6.0 metres, adopt a roof form and building style similar to the building and present a minimum width to the street. The Residential Uses code however requires that garages are to be stepped back 600mm from each other. This requirement is considered excessive, inappropriate and redundant in enabling development to achieve an appropriate development form. It is noted that if a development provides a double garage then there would be no requirement for the stepping of garages, however when two individual garages are proposed for architectural and aesthetic reasons then they are to be stepped back from each other. The requirement increases the expanse of paved area and further comprises site cover. As previously indicated the site is constrained by means of slope and area and the stepping of the garages will further force the building down the slope and require additional cut and fill. The relocation of the garages would severely compromise the design of the building which has been designed to maximise the assets of the site. The applicant has carefully designed the units such that living areas and outdoor decks are orientated towards the north. The design of the units The garage is integrated into the building through the continuation of the roof line and use of similar building materials. 10. As above Land Development 11. The site is to drain to the stormwater connection located at the rear of the site. Stormwater design aspects can be addressed and considered as part of further operational works applications. 12. The applicant has provided additional information on the specifications of the turntable. 13. Additional plans are provided indicating tuming manoeuvres for vehicles on site if the turn table is not operable. As indicated by these plans vehicles are able to leave the site in a forward direction with a four point turn.
Page 5
@ Page 6 Please find enclosed: « 4copies of Bennett Architects Plans DA 01- 02 B, DA 03-07A. * 1 copy of vehicle tumtables specifications and promotional brochure. This completes our response to the information request. Would you please commence with processing of the application and if you have any queries in relation to the application please contact our Noosa office. Yours faithfully NC a hor Nadine Gorton Senior Planner Martoo Consulting pty. Itd.
Page 6
Minumum 900
clearance
VENICLE TURNTADLES
cone: FLECTHOOD
Electrical outlet
adjacent to motor
Minumum 906
_ clearance
2 +
e SPECIFICATIONS FOR THE
| INSTALLATION OF A
VEHICLE TURNTABLE
TURNTABLE SUPPORT SLAB REQUIREMENTS:
The turntable supporting slab, to be provided by others, 2. The turntable, including the stationary edge
shall including the fotlowing, as detailed: protection angle, drive motor cover, and
controls are supplied, installed and secured in
1. Capacity to support the turntable loadings as position by vehicle turntables.
detailed. 3. The infill concrete to encase the turntable
2. A turntable recess 135mm deep at the turntable edge angle is poured by others, with all
edge with additional falls to the motor pit. reinforcement requirements to the client’s |
The recess shall be oversized beyond the turntable engineering specification. e@ @
perimeter by 290mm minimum all round. The .
recess shape need not be round if preferred. TURNTABLE LOADINGS: 1
Design loadings to be applied to supporting slabs. i
3. Am i includi drainage
otor pit 250mm deep including a nag (Slab design by the client’s structural engineer).
outlet. A three phase power supply and isolation
switch shall be provided to the turntable control . !
location, preferably on a wall face within 5000mm Total Turntable Loan ‘ \
of the turntable. A 25mm diameter conduit and Total turntable self weight: 12.2kN ‘
draw wire shall be provided between the control Maximum applied live load 48.0kN .
location and the motor pit. (including impact allowance)
1 May 1998
The motor pit should be located in an area of low Central Bearing:
traffic movement. Where turntables are to be Turntable self weight: 4.0kN
installed out of tevel the motor pit shal! be located Maximum applied live toad: 24.8kN
on the low side.
Perimeter support:
INSTALLATION PROCEDU RE: . Turntable self weight: 8.2kN i The information and drawings contained within this leaflet are copyright and may not be used without
1. The supporting slab, with recesses as detailed shall (uniformly distributed to perimeter) i the prior written consent of Vehicle Turntables
be provided by others, including power supply and Maximum applied live load: 15.0kN :
conduit to the motor pit. to a perimeter support roller ‘
69 Melbourne Street, Riverstone NSW 2765 * PO Box 141 Kellyville NSW 2155
Ive equally spaced t roll
(twelve equally spaced support rollers) Telephone 1800 689 890
NOTE: Concreters should contact Vehicle Turntables prior to commencing work as an aid to good coordination
Page 7
49@@ DIAMETER
TURNTABLE.
PERIMETER SUPPORT.
ROLLERS.
a
RS Yl2 AT 1200
& MAXIMUM CENTRES.
3@ CROSS FALL
IN RECESS
FOR DRAINAGE
BRK
Jsxiit
TO MOTOR PIT ES <5
) ER
&
<
é
ones
S
“%
“5
SxS
SKS
“4
“
5
$55
oS
<So60
<6
6
CxS
SSC
©.
oS
rete
SSS
OS
B05
‘\
INFILL pe deook
CONCRETE. Sw
SOOO
55
SS
oxS
6
vs
2 SESS
<3
SSS
x
oS
SKS
6
cS
“Re. ot
Re. LINE OF MINIMUM
uh» sRECESS.
‘y+ MASONRY ANCHORS
wt , » BY VEHICLE TURNTABLES.
Be ale ‘
‘ ‘
STRUCTURAL SLAB AND REINFORCEMENT
ALL BY OTHERS AND TO THE CLIENT'S
ENGINEERING SPECIFICATION.
DETAIL Ilo
2564 TO ¢ OF TURNTABLE
100 230
(x@QOQ) MINIMUM
Ty
S es : .
can . toa Seca Yt
ae LR ORaInace OUTLET,
e ETAI 10
5 WIRE SUPPLY
3 PHASE POWER AND .
ISOLATION SWITCH . ,
BY OTHERS. TURNTABLE CONTROLS
BY "VEHICLE TURNTABLES”.
25 DIAMETER CONDUIT AND
DRAW WIRE BY OTHERS TO
MOTOR PIT.
TURNTABLE
CONTROLS 120
Page 8
Our unique two-year
full guarantee covers
all moving parts in
addition to structure
and workmanship
VWICLE TUDNTENBLES
Engineered Bs FLEETWOOD
Freecall Australia-wide: 1800 689 890
Tel: (02) 9838 1538 Fax: (02) 9838 1566
71-73 Melbourne St, Riverstone NSW 2765
PO Box 131, Riverstone NSW 2765
Australian service & quality guarantee
Vehicle Turntables™ is a 100% Australian owned
company that has been providing rotating movement
system solutions for over twenty-five years. Our extensive
experience and the backing of Fleetwood's engineering
expertise offer you peace of mind while ongoing
innovation ensures technological development and
outstanding product quality
All our turntables are designed for a lifetime of service
with a minimum of maintenance. Precise construction
means that all castors are aligned within 1mm, resulting
in seamlessly smooth, quiet operation Specialised Italian
motors are integrated with Australian-manufactured parts,
which are installed and serviced to meet all relevant
industry standards
Highly trained, locally-based technicians ensure that
on-site client support is readily available. In addition,
our full two-year guarantee on all parts, structure and
workmanship means you can rest assured that with Vehicle
Turntables™, you are choosing the superior space solution
Freecall 1800 689 890 for a personal quotation or
for further information on a Vehicle Turntables™
solution to suit your need.
Backed by Australian engineering excellence
Fleetwood Engineering Pty Ltd is the parent company
of Vehicle Turntables™. Established in 1970, Fleetwood
specialises in the design, fabrication, supply and
installation of turntables, bridges, wharves, jetties,
boardwalks, roadside sound barriers, handrailing,
balustrading and engineered community structures
That's Australian engineering excellence you can rely on.
YOWICLE TORTTABL
mares FLEETWOOD
["
c
Maximise property potential
with the ultimate space solution
TM
a
Page 9
Vehicle Turntables” — the ultimate space solution
yWcular turt table: ncrease the p ter
your property by creating Innov
turntable solutions which provide lif
financial and architectural benefit
We work with developers, builders
architects and home-owners to ass
e utilising small or difficult to access
e creating extra parking spaces
¢ maximising land use for greater
design freedom
Functionality brings flexibility
™
Vehicle Turntables™ is one of the leading suppliers
of vehicular turntables used for residential, commercial
and industrial applications
We design, manufacture and install turntables in a
range of locations within new or existing developments.
They can be positioned within driveways, garages, parking
areas, basements or even suspended decks. Providing
smart solutions, they can overcome stringent council
restrictions, comply with local building codes and often
add significant value to the property.
Our turntables are virtually silent when in use. When not
in operation, they take up no usable space. And we offer
the convenience of easy-to-use remote control systems
of locatior
access and vehicle manoeuvring are restricted
COVER IMAGE: A Vehicle Turntable systerr
custom-finished with kiln dried hardwood
Selection of sizes & the freedom to custom finish
Choose from our standard sizes or have a system designed to
match your particular requirements. Precise construction allows
for further customisation through application of architectural
finishes which can beautifully integrate your turntable into
its surroundings
RE
4.0m diameter
COMMERCIAL
IMMERCIA NDUSTF existing paving or complement
surrounding architecture
Our turntables provide smart solutions that SURO ded ang iG! se picsvansre steric
to showroom and retail displays
can overcome stringent council restrictions,
comply with local building codes and add
significant value to your propert
Cooperative innovation
We work closely with our clients to custom-build systems for a
wide variety of turntable applications, ranging from exhibitions,
trade shows, signage and shop-fitting to automation for materials
handling. Our breadth of experience gives us the expertise and
creative ability to provide you with a comprehensive solution to
your turntable requirements
Page 10
Baw] 5BO30
a Lova thzRd ARV
WOT EEOT
wore aa
oot as
°N ONC 0809 oN gor
QL1 Ald SOSS¥ $ SLOS.MHOWY LLZN NS
wos
WOARM NSIS / HOU WA ALINOS
Gz9bLtdS £107
SQWIH VSOON “ 133ULS LNVEO “62
LN3WdO713A30 = See a ee tree tnt ceege L
WILL S8 AsYONTIOR
XFIWAGOISOdOUd = asross
SNVTd 31S 2 YOOTd
4133u1LS INVES
BAuaSaAN
sou
mee
buiInn
o92'st “Iu see
Ee a
NBAND 3 LAOH 3871 LO GEO ‘NM BON : ‘ONIN /OMAN
TOW GY G27 Ald GRLYDOOOYY QLOSLEOWY 12288 ’
{SO ALUad0d 3 QNV JORG 61 OND SH
WoO) GAY BOON VV B LNVATU VILE 30
3000 DAT Wd BL HEM 414400 OL NORLONRLONOD TE
NOUYOREVS CNONSANOD 340-531
ALI NO G3URN OW 403-0 NO! OWNING TW Z
SeeMOVRNGTNOS LON
on
Y
7
|__O1 soi 3ed NINDIVA 22 OL DEN INKL GTEC |
ANGNONAY
ET)
‘vavareanwn | seers
VEATIOIMACH TM AON ZMH 4d] AONE | LE
A
str
‘SIS
TN HKD
{ Cc
\
BaANaSSY
A33ui1S INVUS
2
=
=
7
Se
ae
”
we
oy
{mss arvana
Page 11
HINON gor
oN TSS
NBNGO 3HUL_LNCL C390 WO G3'e00 ‘CEN! 30108
{NW OW C15 Ald QLUVOORSY 0.22, FOW LENGE
WoO Taw BOUVONES V6 LAY WTR 3
"3000 ONATTING BAL HIM ANAND OL NOONAN TW
NOUYORIYS ENNIO 340-50
LOND GaREAA Chl GEDOIKD BCL SNOKNAND TW 7
01 SONA RI HINDI 301 HORNE GINO |
ANaNONGHY
‘atva
nara
we
CAMO EAT OC 04613 Dm ANENCN KL
=|<| 2
war
00%
Wi 10M ee Ww
0h
WopeAe(3 159M
(ie "
did
B
=
ie
we @)
UoReAaTa 998 WEIS (@)
sun] GsoaD
g@ zovra Ly
SOOTY awa
oot} a
avone 2520 on gor ma
QL1 Ald OOSSY 8 SLOALIHOWW L3H 'y WoRoeg ©
0d
VeAaM USta¥e HOW ALN 00 4 \ teey
-—-;---
SOWIH VOOON' L3ZHLE LNWED “62 se
LN3Wd013A30 praia,
XF1dNd G3s0dOud sosroud pops oar | aAMSSaY
mug coe ee “ToT eae j rong
_o : 8 suosest
NOILO3S ONY SNOLLWA37A
Te 7 " ‘ nae Time
| toes os me vou ‘. %, ue ova
osrdh Ww. a / . wacent *
| of--—. +t : : mj i
‘ HH _J: ee sos es
2 ; N meer Taye
Aas x ( ; , “war
ANVO . : “ a . ie
Am -—-—-- Te — —- THOELOE oy
ry
wanes
Te
_ wo
| amuses
OOS BIN | wos,
TT ot re re _ teat [ Paden @
ee i eee ESS ee wastes
aay
f =
One st N
oe |
i a | uo oo en
— = 4-—-.- ta ORO) oy
wows joo
L3aULS Bape onan |
— CY wesree
i —-—- 4 —— =P - —-— ee
i =
+ -~- 7
! wee _—
| -7
: -
1 “— -
_
--
out
| ome Top OND
wauasay |
wector a
St rity
oftm ls Tipe - ee ee —
Reg ane) wo
gsi «_minnion —
been i - a ee ee eee CO SSS ~~
I my =—_ = we wos
| soars To pet adr
arity (OMe GOTEs >
cen i ee > | wasn am WOORL
Lrieees - aaaWs
pute j_ een tt i INVEO
ma i = a |
{ an] = it
i —™ |
+ ~~.L om” |
i ~e. wre !
~S i
~~ |
Page 12
a
y ova aie
S|
cos [ aes
mwoual wif oes
11 Ald SOSSY 9 SLOALHOUY LEASE
=
VOAZM HSIMYd / HOW ALENOD
GENS 2107
01 -
‘SOVAH VSOON 133415 LIVED * St
‘IN3WdOTSA30 answers
YEIGNGQ3S0dO¥d eros
smumsaaot
agi boat
. . w 79"
%O0'OP %bE'EE WZ9ELZ —NBAOT ALS ee a
aadvosaNv?) ve
zwz™el —%Eb'ar 2 €p'7SZ Al await
. yOOTd SOND)
%00'Sh + %00'SP 2 SE°YbZ vid enw sors
all am
%00°0 2WOO'EPS LIS 4O VaNY curnbouseog
valine
panbsy = Y3A00 pepo eaiy onze ._f -—= _——— et
BOVE ALIS% i
_ANGQNOD 344. INDHLIM 960 YO 19 ‘OBNIV BY 38 LON * ‘
monurummnn tans 4 i
2 ARON LOW LORD Sosa By SNOWY INTO 318 :
Nooraw eavvarwis v8 INATIIS WILE | BAL ARS
anda Sea UEDO ETUDES Te | oven aes
WORSENED nwt aoNoe)
WuiGnea) wan]
—— rnin © Pann aaceann ©
Vy (2409 puna) oh x iy
ix
‘x
alor ix
+x
0
en2ak
mo mat
5aGx5S
eh alee tahlonabintnen- tong tomatoe
a pl es PE Hm PS UDB
rx
(Polen Tog none a a-~a TTF
ag pe 8 ee poe mR 8 ZH pt at He =
Creme! Ou wee Aes wn mH Some a oe ee seems.
sat mg nea i oe, Pe ma Fa,
0 8 ws ad Mp a § 7
meni 8 EH 1 OA
5 Com SF Rpt Cg Re BA A NG NaH OY,
Unt 9 Do po PO, DOR pep ea WLP
(as ea yee pad omy f
Cc
t
am
/
aAugSay
nm, {
L | sesatinemmiha la shaiarsalaehennyed Labpapanlersinephpalnsg eons hd
‘pr epee gmp
031100 Nous
sutpanmuspssaian sages ID
rem orate ears e ©)
LlaramLenanie! \
: 2 am ime mewn 1] 2
me pleat amet teammate A >
tk RK tly eee mien 2
[C = =e oa ame 3
+ mw oem ty see ety Oy —
6 me) oom a oremOE ft
th nae mom wt i wo
' x aM helen hed mega meaty Ww a
[oat cena hae mee 2
GC ee —_ meen 1
re m
8 cept ta tae m
temo), wom D 4
Cost me
1 0 em ey Ie
+ hh mma
ae ey
6 ete ee namen A
oe) Ky mem 0
6 ~~ = —_ ee
C2 em Yk aia ON
= Gm ig ey meg Of
t zz Se eso
‘ 2 ee Nin ee a
t = w= aia Coie Meena
' 2 om heoleeaed nes
6 Ree, wm a
‘woem enn
= - — ase
' 2m = Tue nat ey
+ Mw ake =o wa
eT aoe
on a
EN ey mirrors
regen
UxK 4x88 6107
Page 13
HLWON Bor
UW ST
[ENBINDO;3HL LOH 39N WO Ga00 TENN 34 LO
TOW ONY GL Ald G2VOORGY 9 BOR HOY LN
WOOT ONY EVOL VS VATED VILE 3D
‘3000 ONKTTING BAL HLLIM A #900 OL NOLONRLSNOD THE
NOUV NONIANOO 30438
WW NO GRLRLOA ONY CEXOSHD BOL SOMA TW Z
Sexvarai ares BION
{Ok JOGA aad MND 39 04 ENDED City
anangrany | avo] oN
‘bias MUTI CTR | war]
ca] a3030
wae) awe . . .
vy vrovda weir %000P *be'Ge 2Weg'eie = BBAOS ELIS
Sedat suv . d3dvOSONV1)
cot ms (oreyZ) zwz6t %Er'9P ell €h'ZSZ (vat
ON OMT E90 oNsOr
/ ; yOoTs SsOxD)
11 Ald DOss¥ # sLoaLiHoUWLaNIa %00'Sh = —%00'SP ell SE'bbZ vid
Bod
VOAAMA HSRUVd # ROW ALWGOD %00°0 2WOOEPS ILIS 40 VAYV —saaraa®
¢0621d8 £107 Wau d3d¥OsdNyt
SOVIH VSOON “ L33ULELAVED “Sz pajnbeay waA0D papinoid eay He
AN3Wd013A30 BLIS% ot e
XEINGGSSOdOHd sarees Yorum 101
SNOLLWINO TWO Wauy
AaauisS INVES
9101
BAO BUS
|
|
|
|
|
|
|
| .
| . . wu Zg'etz
j nn . ,
|
|
I
l
|
|
|
Page 14
VIEW FROM GRANT ST ® VIEW FROM GRANT ST RAST LED FOR EVELOPMENT APPROWAL SCALED READINGS IALLOIMENSION® 70 BE CHECKED AND VERIFIED ON TE BEFORE COMMENDING FABRICATION LAL CONSTRUCTION TO COFLY WITH THE BULDING CODE ‘CE ASTRAL PELEVANT BAA STAMOS ANDLOCAL, ‘ASTHORTY RROUPEMENTS 4TH DRAWINGS COPYRIGHT AND THE PROPERTY OF ‘ARCHITECTS & ABCOOATED PTY. LTD MO MAST [NOT BE RETAINED, COPED O8 UaCD ITHOUT THE CONSENT 1 OF THE AUTHCA, JOB NORTH aoe nog Wf & ARCHITECTS & ASSOCIATES PTY LTD The Beard et Architects Queansland Regiatcetion No 3593 p Suite $2 ¢ L091 5/220 Waitt Siteol, Uliime NSW 2007 PH 102) 0281 $493 Fax (07) 9281 $494 eral bennatiaenitoc neg orem ORANG TLE com ay VIEWS | *exect PROPOSED DUPLEX DEVELOPMENT 25. GRANT STREET. ROOSA HEADS LOT? SPI7ME79 COUNTY MARCH / PARISH WEYBA FOR BENNETT ARCHITECTS & ASSOC PTY LTD
Page 15
Ge There v 90vd [rer OGLE Ot ON oad owe G11 Ald SOSSY @ SLOAUHOUY LL3K IGS dos WEAR HSINYd / HOUWW ALENOD GiMibdS 2101 SOVBH YSOON ‘132018 LNVUD “62 LNSWdO13A30 XF1dNd GzsodOud SWVHOVIO ONINUAL HYD WHITH -2NE0N0O BH LNOHL IM CBO) UO Ado LENNY 38 LOH STW CNY QL Ald GALOOBGY 8 01041 HOW LLNS “2D ALSED HE BAL ONY LHDRAGOO 5 DMV BLY SINTERS ALICHIOW NOONONY BIVONYLG VV B LWVATLEN VITVELSEW 20 BODO EANTING JHU KLUM A Td100 OL NOUWI/ELLSNOD TH C NOUIVORENSENORGAVNIO SHO 3WW0 NO GAKAMEIA Gy G3D93'0 30 OL ONOKNANN TH Z ou [01 NOE: id LNGNONIY JASYLS LINVYD ATISVINUNL MVS SHL 40 3SN LNOHLIM NOLWLOSuIG CYVMUOS ¥ NI SUIS LIX3 OL OSYINOIY SUBANSONYW ONINYNL YV9 ONIMOHS LNOAYT SILVIA é LINN ADVeVS LASYLS LNVYS BIGVLINUNL YO SHL AO 38 LNOHLIM NOILOSHIG CuYMUOd ¥ NI ALIS LIXA OL GaxINDAY SYSANZONVN ONINUNL HVS ONIMOHS LNOAVT OLLVWINVEOVIC bL LINN ADVYVD
Page 16
SKYLIGHT OVER DECK
COLORBOND METAL >
DECK ROOF SHEETING
ROOF FALL SDEG
DETACHABLE
SUNSHADES
BUILDING BELOW
DOTTED
.
'
1
1
|
'
!
5
‘
'
®
oe ree nae oe oe oe cee ec eae ee OO eS SS ne SE oS ne SN mR mw
Leese cee sisson ome tet es
@
NOT BE RETAINED, COPED OR USED WATHOUT THE CONVENT
ARCHITECTS & ASSOCIATES PTY LTO
The Board ot Architects Queunaland Regleiraiion No 3809
Suite 92 / Lave) $4220 Weisle Sirent, Utiime NSW 2007
» Pi ad
(03) O28) sea FAX 02) 201 840
cai) DenpatiereniiectsQezemeil cao ao
ORAWING TTL
ROOF PLAN
mot PROPOSED DUPLEX
DEVELOPMENT
2. GRANT STREET. ROOSA HEADS
LOTT SP170079
COUNTY MARCH / PARISH WEYBA
FOR
BENSET? ARCHITECTS & ASSOC PTY LTD.
Used in these records
06/2361 - Response to information request issued 21/11/06 [As Published]Related documentApplication case desk ↗
About this file
- File size
- 2.5 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.