Original source · versioned page text
Appendix A - Proposal Plans
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn GENERAL INFORMATION Proposed Unit A Pool
Minimum Design Standards Location and size to be verified on site.
Construction of this building to be in Pool Fence to QDC/NCC.
NORT
accordance with the following Australian (By Others)
governing bodies.
♦ National Construction Code (NCC) Proposed Landscaping
♦ Queensland Development Code Soft Landscaping - 85.5m2 - Green hatch
H
♦ Standard Building Regulation 2006 Hard Landscaping - 141.6m2 - Diagonal hatch
♦ Local government planning policies
Site Plan Notes Real Property Description
Total Landscaping : 227.2m2
Surface water drainage must be prevented Lot 02 on R.P 69150
from entering the building with FGL sloping Parish of Weyba
away from the building & finished slab levels.
Proposed Duplex Development County of March
The builder is responsible to check all existing Approximate Garage FFL 2.45m Area : 586 m²
services prior to beginning construction. Approximate Living FFL 2.8m Site Cover : 35.1%
(Flood Certificate Cer??/????) Local Authority :
Stabilised cut and fill batters to be a 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 proposed 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.
Wall Construction Easement Splashproof Fence Splashproof Fence Pool Fence to QDC/NCC.
Wall framing to be constructed in (By Others)
OMP
1400
Bin
Bin
Clothesline Clothesline
Bin
feature
U. Wall
U. Wall
1810
accordance with engineering specification 2000
2000
and must not differ from certification Proposed Unit B Bin Storage
covered by the Form 15. Cladding Screened from view.
Landscaping
systems to be fixed in accordance with Location and size to be verified.
5.0°
manufactures specification.
ANN STREET
5.0°
Wet Areas
Floors in "Wet Areas" to be impervious in
14484 - 270°0'0"
Letterbox
accordance with Australian Standards.
Visitor Park
Finish and fall gradients to floor wastes. 6526 - Upper Wall 5.0°
1.0°
Verify
1.0°
Glazing Construction
Powdercoated Aluminum Frame 7846 - Garage Wall
5500
Electric sliding gate
Windows in accordance with AS 4055 5926 - O.M.P. Feature Awning
Verify
"wind loads for residential" & AS 1288
"Glass in Buildings selection and Verify 6000
4266 - Wall
installation"
Verify
Wall/Deck
3000
U. Wall
Soffit Construction
2016
Bin
Bin
L. Wall
Bin
1516
4.5mm F.C Sheeting and Painted
Landscaping
(Raked)
W aterproofing & Water Resistant Easement Proposed Driveway and Footpath
Location and size to be verified on site.
Materials
40485 - 0°0'0" Driveway construction to be in accordance with
All wet area waterproofing is to Climate Code Requirements
SEQ R0-050 and local council regulations.
comply with AS3740, waterproofing Energy efficiency assessor to confirm
(Exposed aggregate)
wet areas in residential buildings. adequacy of proposed construction.
NCC Vol2 P3.8.1.0 Refer to civil engineers
Design for footpath design. Provide insulation to N.C.C. code requirements
All waterproofing material systems or to BERS certification requirements.
components to be installed to
manufacturers specification. 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.
Termite Risk Management Proposed Unit A P.O.S All stormwater drainage shall be in accordance
Method to be in accordance with the with N.S.C. guidelines to minimise erosion
Approximately 134m2 private
NCC Part 3.1.3 and other relevant and scouring. Stormwater flow other than
open space to be verified onsite.
manufacturer specification. All new natural overland flow shall not be discharged
work shall be protected from termite onto neighbouring property.
attack in accordance with AS 3600.1 PROPOSED DUPLEX SITE PLAN
"Protection of the Building from Scale 1:200 @ A3 All stormwater drainage design is preliminary
Subterranean Termites AS2870 Part and shall be confirmed by a licenced hydraulics
1 New Building Slabs. designer.
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only.
Revision Schedule Client Name: The Property Clinic - Sunanda Ghosh
Sheet Number: 02 Project Number:19-001
Revision Number Revision Description Revision Date Issued by Project Address: No. 14 Ann Street, Noosaville
1 PCD 7 27/02/2019 BJH
Climate Zone: 2
2 PCD 8 10/04/2019 BJH
Wind Category: To engineers spec.
Site Plan
Email: [email protected] 3 PCD 9 11/04/2019 BJH
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
Phone: 07 54932790 Checked/Signed By Director: Bradley Hunt Drawn By: BJH QBCC LIC# 1262211
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.