Original source · versioned page text
Appendix A Architectural Plans + Renderings - 14-16 Mary Street, Noosaville - Bounce Hostels 15.6.2018 - Reduced
Attached to the e-mail Visitor Accommodation Type 4 Conventional - 122 beds (Architectural Plans & Code Assessment Report) MCU18/0102.msg.
Plans and drawings: the text below has words only, no drawings.
Very large file (10.9 MB): may take a few minutes to open.
REAL PROPERTY DESCRIPTION 22340
Lot: 3 & 4 On: 122928
2000mm Accoustic Fence
to side boundary
Lot / Site Area (m²): 2296 m²
Local Government: NOOSA SHIRE COUNCIL
STATUTORY INFORMATION:
3175
Building Classification: 4
Storeys: 2
Climate Zone: 2
Wind Category: N3 Sewer man
hole
FLOOD BARRIER - REFER TO DETAIL
TOTAL SITE COVERAGE U1 U2 U3 U4 U5 U6
PERMITTED: 50% of site - 1148m2
Sewer line
PROPOSED: 39% of site - 896m2
Down to basement
6690
TOTAL GFA REFER TO WEBSITE FOR TV TV TV TV TV TV
PERMITTED: 1,200m2 FURTHER INFORMATION carpark 3985
PROPOSED: 1,118m2 http://floodbreak.com/ to rear boundary
FloodBreak represents a revolutionary change
LANDSCAPE AREA
REQUIRED: 10% of site - 229.6m2
in traditional flood control measures. The ENS ENS ENS ENS ENS ENS FEMALE
passive, automatic flood barrier system
PROPOSED: 36% of site - 809.5m2 provides permanent and virtually invisible
flood protection without human intervention
or power. PAVED PATHWAY
line of deck over
General
Do not scale from these drawings, figured
screen
dimensions take precedence at all times - when in
LOCKERS / LUGGAGE
doubt consult the designer prior to commencing UNISEX
construction. It is the builders responsibility to: MARY STREET PWD
• Verify all dimensions and levels on site.
• Ensure all boundary setbacks are strictly
Travel Desk
U7
adhered to.
• Verify location and levels of all services on
site.
• Verify that floors and finished levels enable
POOL
connection to required services on site.
• Real property information to be confirmed by
licensed surveyor prior to construction.
• Bearings have been corrected by modelling U8
RECEPTION
software to read in a clockwise direction. This
may cause discrepancies of 180 deg from 4285
CAFE
18380
30550
original survey information.
to rear boundary
• Site levels, driveway design & site works to
POOL PUMP AND
STORAGE UNDER
detail by others.
6000 SUN DECK
These drawings have been prepared for MCU
Application only. It is the builder's / proprietor's
To front boundary U9
responsibility to further interpret the design and
drawings to detail the project for construction.
Storm Water SPA
Surface water drainage must be prevented from
entering the building with fgl sloping 50mm over
U10
the first 1m away from the building & the finished
AMBULANT
slab height at a minimum FFL 150mm above FGL or
minimum 100mm above FGL in sandy, well drained
STORE
screen
areas of low rainfall intensity (Q20 125mm), or
50mm above impermeable paved or concreted line of deck over
areas all in accordance with BCA Vol 2 P3.1.2.3 Turn Bay
6390 UNISEX
Changes in grade for straight driveways to prevent
vehicle scraping driveway require grade transitions
PAVED PATHWAY
of 2m in length when:
• Summit changes in grade is over 1 in 8 (12.5%)
1:14.5
• Sag changes in grade is over 1 in 6.7 (15%) PANTRY COLD ROOM COMMUNAL KITCHEN
(AS 2890:2004 Amdt1, S2.5.3(d) MALE
Builder is to follow the best practice LIFT
Wheelchair Ramp Access
guidelines for controlling stormwater
DINING
Plot date: 03-Apr-18 12:31:40 PM
6880
pollution from building sites by local council 3985
DRY STORE
LOUNGE
The builder is responsible to check all existing MRV Delivery Bay To rear boundary
services prior to beginning construction 5880
3000 3000
Sewer man clear of sewer line
to side boundary
DN hole
3600
N
Bunded
DRYING COURT DRYING COURT
Bin Enclosure
Original sheet size A2 (420x594)
21510
LEVEL 1 - MASTER PLAN A DA ISSUE 03/04/2018
BOUNCE NOOSA
ZEST STUDIO
Scale 1 : 130 SCALE @A2 Issue Description Date
Project Address Drawing Title
Sunshine Coast
P | 07 5474 1664
A | Unit 1a/12 Action Street, Noosaville QLD 4566
E | [email protected]
W | www.zestbuildingdesign.com.au
14-16 MARY STREET
NOOSAVILLE QLD 4566
SITE PLAN DA.01
DA ISSUE
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012
Phase Precinct Issue
18001
Client Name
Designer
I. Brundell Fuqiang Investments Pty Ltd DA A
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
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.