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Appendix B Amended Architectural Plans - Response to Information Request - 14-16 Mary Street, Noosaville - Bounce Hostels

Attached to the e-mail Information Response (Amended Architectural Plans) MCU18/0102.

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REAL PROPERTY DESCRIPTION                                                                                                                                                                                                                                                                                                                                                                                                                  22350

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: 36% of site - 816m2
                                                                                                                                                                                                                                                     Down to basement




                                                                                                                                                                                                                                                                                                                                        6380
    TOTAL GFA                                          REFER TO WEBSITE FOR FURTHER                                                                                                                                                                                                                                                                 TV                                                                      TV            TV                            TV                           TV               TV
    PERMITTED: 1,200m2                                 INFORMATION                                                                                                                                                                                   carpark                                                                                                                                                                                                                                                                                                                                               3985
    PROPOSED: 1,084m2                                  http://floodbreak.com/                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      to rear boundary
                                                       FloodBreak represents a revolutionary
    LANDSCAPE AREA                                     change in traditional flood control
                                                       measures. The passive, automatic flood                                                                                                                                                                                                                                                                         ENS                               ENS                      ENS                   ENS                        ENS                     ENS                                                                    FEMALE
    REQUIRED: 10% of site - 229.6m2
    PROPOSED: 28% of site - 665m2                      barrier system provides permanent and
                                                       virtually invisible flood protection without
                                                       human intervention or power.                                                                                                                                                                                                                                                                                                                                                                                                                                                   PAVED PATHWAY

                                                                                                                                                                                                                                                                                                                                                                                                                                                                             line of deck over
General




                                                                                                                                                 Proposed Pedestrian Footpath
Do not scale from these drawings, figured                              7500




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      screen
dimensions take precedence at all times - when in




                                                                                                                                                                                                                                                                                       LOCKERS / LUGGAGE
doubt consult the designer prior to commencing                3500                                      4000
                                                                                                                                                                                                                                                                                                            UNISEX
construction. It is the builders responsibility to:                                                                                                                                                                                                                                                          PWD




                                                                                                                                                                           To engineer's design
                                                            Vehicle                Bike + Parking

•    Verify all dimensions and levels on site.
•    Ensure all boundary setbacks are strictly                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 U7
                                                              MARY STREET


     adhered to.                                                                                                                                                                                                                                                                                            Travel Desk
•    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.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               U8
                                                                                                                           EXISTING KERB LINE



•    Bearings have been corrected by modelling
                                                                                     PARALLEL PARKING




                                                                                                                                                                                                                                                                           RECEPTION
     software to read in a clockwise direction. This
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4285
                                                                                                    To engineer's design




     may cause discrepancies of 180 deg from




                                                                                                                                                                                                                                                                                                                                                                                                   CAFE
                                                                                                                                                                                            18280




     original survey information.                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 to rear boundary




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          30550
•    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                                                                                                     2000
                                                                                                                                                footpath
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      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: 20-Aug-18 10:17:44 AM
                                                                                                                                                                                                                                                                                                                                       6880




 pollution from building sites by local council                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3985
                                                                                                                                                                                                                                                                                                                                                          DRY STORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LOUNGE
                                                                                                                                                                                                                                                           Guest Parking                                                                                                                                                                                                                                                                                                                           To rear boundary
                                                               N




 The builder is responsible to check all existing
 services prior to beginning construction                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      5880




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               3000                    3000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Sewer man            clear of sewer line
                                                                                                                                                                                                                                                                                                                                                                                                    to side boundary



                                                                                                                                                                                                                                                                                                                                                                                                                                         DN                                                                                      hole
                                                                                                                                                                                                                                                                                                                                                                                            3600




                                                                                                                                                                                                       Bunded
                                                                                                                                                                                                                                                                                                                                                                                                                       DRYING COURT                                                             DRYING COURT
                                                       INFORMATION REQUEST 1 & 13                                                                                                                   Bin Enclosure




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Original sheet size A2 (420x594)
                                                                                                                                                                                                                                                                                                                                                                                                                                         21510

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      B          Information Request         31/07/2018
                                                                                                                                                                                                                                                 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                                                                                                                                  A.01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DA ISSUE
                                                                                    ABN: 37 601 151 508
                                                                                    Q.B.C.C Lic. No: 1307012

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Phase Precinct Issue
                                                                                    Designer
                                                                                    I. Brundell
                                                                                                                                                                                                                                                Client Name
                                                                                                                                                                                                                                                Fuqiang Investments Pty Ltd                                                                                                                                                                                                                                                                                                18001                       DA              B
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Appendix B Amended Architectural Plans - Response to Information Request - 14-16 Mary Street, Noosaville - Bounce Hostels.pdf · 13.6 MB (very large file)

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