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2021-09-07 Planning & Environment Committee Meeting Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 7 SEPTEMBER 2021
ATTACHMENT 1
Page 118 of 143
GENERAL INFORMATION Proposed Unit A Pool
Minimum Design Standards Location and size to be verified on site, ee
Construction of this building to be in Pool Fence to QDC/NCC. fo\ ~
accordance with the following Australian (By Others) Zz é a
governing bodies. g Ber’
¢ National Construction Code (NCC) Pri Lan in \ 4
+ Queensland Develapment Gade posed 2 iscapl 9 A Thee 4 /
¢ Standard Building Regulation 2006 Soft Landscaping -85.5m2_- Green hatch x '
. ‘4 Hard Landscaping - 141.Sm2 - Diagonal hatch
Local government planning policies
Site Plan Notes Total L ing : 227.2m2 Real Property Description
Surface water drainage must be prevented oxa Lendecaghng am Lot 02 on RP 69150
from entering the building with FGL sloping Parish of Weyba
away from the building & finished slab levels. Pro po sed Duplex Devel lopment County of March
The builder is responsible to check all existing Approximate Garage FFL 2.45m Area : 586 m?
services prior ta beginning construction, Approximate Living FFL 2.8m Site Caver: 35.1%
(Flood Certificate Cer?9/2299) Lacal Authority :
Stabilised cut and fill batters to be @ Location and size to be verified on site. Noosa Shire Council.
minimum of 1000mm away from footings Builder to ensure surface water is to fall
and are to have 1 in 1 max. gradient. away from the propased building and
Grade finished surface level prevent pooling in excavated locations.
from slab and footings. :
Proposed Unit B P.O.S
Position of proposed building to Approximately 59.4 m2 private
be verified by builder on site. open space to be verified onsite.
Location of existing services to be ?
verified by builder prior to construction, —_———————— Proposed Unit B Pool
Location and size to be verified on site,
vas a meen sehiucted In x Easement Splashproot Fence % ‘Splashproot Fence io fetes to QDC:NCC.
mit ucted it Soe = T * —— =I (By Others}
SSN ee a Rbk Re ARN Sef 3S \ eae) (By
accordance with engineering specification RSE SAAB Pe Ne onesies DoS costnestine: SIPS a.Eosls oo
and must nat differ from certification SAND NACE PSE ss Se +58 Proposed Unit B Bin Storage
covered by the Form 15. Cladding Re NN J ae SoS in in Sh hh Ss aS Screened from view.
systems to be fixed in accordance with SS on J —— —-n S = Soa 6 Location and size to be veriied.
manufactures specification. at | : KAKA 5 BS ig KE
Wet Areas N SS = | B | E Is I a = wi
BON : ‘ 1 ae Pts
Florsin"Wet Areas tobeimpervousin =| fam 1 BSN I
accordance with Australian Standards B Ran SN 4 2 ee 8 Lu
Finish and fall gradients to floor wastes. 5 SNOT Lover Wal IPS 5.0" hin= i 2 Se a wr
: Sy (= N Ll | Rati
3 SQW he ail ; Pa
Glazing Construction = SN I < TUS { 3 Pai a
Windows in accordance with AS 4055 [Se8h05 one. “YL — = 580g «oO
Powdercoated Aluminum Frame a els ‘ \ 2H
“wind loads for residential & AS 1288 RSE NE | i Ble [Sassy Nde
“Glass in Buildings selection and SO Yatti's SNS | 6) 8 a - 6003. = s Pt
Installation" sso) NS 5 By 7 as
installation SS EN Ve qf Lo —\ = . =) = WallDack g g z=
Soffit Construction a SESE NE ETE SS g\> t a
4.5mm F.C Sheeting and Painted RX SBERACELEA CERES] 2 . . q <<
(Raked) : ~ Bs SSS Sh LP SESS ESS
Waterproofing & Water Resistant Easement Proposed Driveway and Footpath
Materials Lacation and size to be verified on site.
k 45485 0°00" Driveway construction fo be in accardance with
Sie wth Recargetanin eo ry SEQ RO-050 and local council regulations, Climate Code Requirements
All wet it fi ir
wet areas in residential buildings. (Exposed aggregate} Energy efficiency assessor to confinn
NGC Vol2 P3.8.1.0 Refer to civil engineers adequacy of proposed construction. .
All waterproofing material systems Design for footpath design. Lee oN oo ce alee
components to be installed to . . X eS SANE:
manufacturers specification, A §£<£.£€£_ Proposed Unit A Bin Storage Stormwater Note
Instructions and material capability to Screened from view. All stormwater drainage shall be in accordance
be checked prior to construction. Location and size to be verified. with A.S. 3500.3.
Tar Paces tens with the Proposed Unit A P.O.S All stormwater drainage shall be in accordance
NCC Pert 8.12 and other relevant Approximately 134m? private with N.S.C. guidelines to minimise erosion
manufacturer specification. All new ‘open space to be verified onsite, and scouring. Stormwater flow other than
work shall be protected from termite natural overland flow shall not be discharged
attack in accordance with AS 3600.1 PROPOSED DUPLEX SITE PLAN onta neighbouring property.
“Protection of the Building from Scale 1:200 @ A3 All stormwater draina ie et
age design is preliminary
te a eos, acon att and shall be confirmed by a licenced hydraulics
{©} GOPYAICHT Ts Srewing ard the datign dogicled on th «sk ze maine ‘ha propery aficoyB ing des gr Rearzduction in pertor ole is proritited uiless urar ae TVsioriscblsirsc fom [son Building Design, Pane are desir ‘or ute sr {ne job acdraee spe>‘edir bell o><or y. sesione:
Revision Schedule Client Name: The Property Clinic - Sunanda Ghosh Sh Number:02 Proj Number:19-004
Revision Number Project Address: No. 14 Ann Street, Noosaville eet Number: roject umber-lJ-
1 PCD7 27/02/2019 Climate Zone: 9
BUILDING DESIGN 2 PODS ‘oo42018 [BIH a Site Plan
Email: bradley. [email protected] > PcDs 11/04/2019 BUH Wind Category: To engineers spec.
Website: www.iconbuildingdesign.com.au 4 PCD 10 03/05/2019 BJH Project Issue Date: 03/05/2019 Project Status: PCD 10 Scale: As indicated
DockbRMe A H4IS32720s 10 Checked/Signed By Director: Bradley Hunt Drawn By: BUH QBCC LIC# 1262211
Version: 1, Version Date: 15/04/2021See the original
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