Council archive · source document
250722 Proposal Plans · 132004.240022.3
Plans and drawings: the text below has words only, no drawings.
10 9 8 7 6 5 4 3 2 1 No. Description Date
1 FOR INFORMATION 27.05.25
2 FOR INFORMATION 04.06.25
3 FOR INFORMATION 10.06.25
6 FOR INFORMATION 13.06.25
F NOTES: 7 FOR INFORMATION 16.06.25
'HEAD CONTRACTOR IS TO ENSURE THAT FITOUT IS DESIGNED TO AND COMPLIES WITH AS1170.4
STRUCTURAL DESIGN ACTIONS. EARTHQUAKE DESIGN CATEGORY AND SEISMIC RESTRAINT ARE TO
BE DETERMINED IN ACCORDANCE WITH AS1170.4. ARCHITECTURAL DRAWINGS TO BE READ IN
CONJUNCTION WITH SERVICES ENGINEERS DRAWINGS AND STRUCTURAL ENGINEER DRAWINGS.'
ALL DIMENSIONS ARE TO BE CONFIRMED ON-SITE. ANY DISCREPANCIES BETWEEN DRAWINGS AND
ON-SITE CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.
AUST. COMPLIANCE NOTES:
Terrace Coffee Bar 1. This drawing is to be read in conjunction with all of the project consultant drawings, specifications and LEGEND
schedules in reference to the scope of all services works to the ceilings, including fire, mechanical,
lighting, and electrical works.
2. All works are to comply with relevant building codes and standards.
3. The fitout shall have:
E - AS2293.1 compliant emergency lighting.
- AS2293.1 compliant emergency signage.
- Lighting shall be part J6 compliant.
4. The contractor is to install all fixtures and fittings in compliance with the latest
Australian Standards. Standards are to take precedence over Architectural setouts.
Non-complaint setouts are to be brought to the attention of the architect immediately.
GENERAL ARRANGEMENT NOTES:
SS
RE
1. All dimensions to be verified on site before the commencement of work, including the setout of existing
stair and internal structural columns.
G
2. All loose furniture illustrated on drawings is for visual purposes only and is supplied by others unless
O
BOH Kitchen FOH Kitchen
PR
otherwise stated.
D 3. Refer to the furniture schedule for all furniture code specifications.
.N
4. Existing furniture to remain unless otherwise specified.
Not part of this applicationI
Out of scope 5. Ensure security of tenancy and materials at close of work each day.
K R
6. Refer to joinery drawings (if applicable) for joinery details.
C
O
7. Any work not illustrated/specified but which is obviously necessary as part of proper construction is to
be completed.
T W
8. Materials that are not fit for purpose should be brought to the attention of the architect immediately.
F
4010
A
Lower Lounge Bar
R
2300
D
CLEAR
1720 430
LHS WC site legend
CLEAR
true
1900
2152
PWD north
920
DETAILED
530 920110
1560
920
B DESIGN
920
650 900 780 1000
CLIENT:
Shape Australia for
FHR Arkadia Hospitality
1 Restaurant Floor Plan
SCALE 1 : 150 @A1
WD.04.10
ADDRESS:
16 Hastings Street, Noosa Heads,
QLD, 4567
PROJECT:
Sofitel Noosa
existing fire stairs
D
2700
DRAWING DESCRIPTION :
C
General
MIN. 1000
1708
900
existing beam 2000 AFFL to u/side
Arrangement Plan
existing beam 2000 AFFL to u/side
M Amb.
920
1400
8650
920
F Amb. 900
WALL LEGEND:
B
1540 1030 1810 EXISTING WALL TYPE
Existing carparks 5x spaces to be
demolished shown red dashed
180/180/180
WC Lobby A NEW WALL TYPE
-/180/30
DOOR
WD.05.10
180/180/180
OUT OF SCOPE
Door hardware compliant with
AS1428.1
free lever D shaped handle
900mm - 1100mm AFFL.
BASEMENT LEVEL SHOWN AS
PART PLAN INDICATING AREAS ce architects
OF PROPOSED WORKS ONLY 40 deshon street, woolloongabba, QLD, 4102
0m 3m 6m 9m 12m 15m www.cearchitects.com.au
[email protected]
0411 017 327
6200 6200 6200 6200 6200 6200 6200 6200 10100 VISUAL SCALE 1:150 @ A1
drawn date
Author 16.06.25
check scale
16/06/2025 9:20:10 AM
Checker 1:150 at A1
check scale
2 02.11 Basement Level job no.
Approver
dwg no.
1:300 at A3
issue
SCALE 1 : 150 @A1
WD.05.10
DETAILED DESIGN 241424 WD.02.10 7
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Page 2
EXISTING HASTINGS STREET - GOOGLE STREET VIEW ' Hove 2 Restaurant PLEO 840 sting Intermeciate Mezzanine Level TWH Level 2 Lounge Bar 500.720, (1) Hastings Street Elevation 2 ST SCALE 1:50 @At u Exstng window alazng to bs removed and pled with new Exstogloas be renoved andrea "ath ow Sted eng ‘yng eet Contato bldg ater Aw now mt tashogs wr ogeate. TOTAL th vernadbays ein os wf fas. REFER DW TIND.DES0 ——foetng wow rerin J 4 en wrows win wan ding ‘xt Concer orn buldng atghnas Mn aa mel }_-_.-----] eset opeate. nl bart, shew se rage nel eutan a fash PoeNE cosesaton mcos ‘ish Inrlsomd F sae ining +Sedancora DETAILED DESIGN 16 [FORINFORWATION- KASTRGS| 21.07.25 qe (eS ® to logon tue project porty Ranh DETAILED DESIGN cuENT Shape Australia for Arkadia Hospitality ADDRESS: 16 Hastings Street, Noosa Heads, LD, 4567 PROMECT: Sofitel Noosa Building Elevations - Hastings Street SHAPE ce architects coareitocts 40 deshon street, wacleongasta, LD, 4102 wn searehtest,com au Phogicearchtects. com au barranr 327 we thor 21.07.25 on 7 Chockor "AS SHOWN, hes wale Aeprover "AS SHOWN, pore dupe ae 241424 WD.04.06 (16) ZiT ESS PME
Page 3
ABN 34 001 485 436
SUITE
1ST FLO2.02
O R, 38 W1ILLO
CHANDOS
UGH BY ROSTREET
AD
STCRO
LEONARDS
W S N EST N.S.W. NSW 2065 2065
PH:
PH(02)
: (02)9490 9600 FAX:
9438 3988 (02)
FX: (02) 9438
9438 1224 1224
EMAIL
EM AIL: [email protected]
[email protected]
Relevant Authority 3rd July 2025
c/o Mostyn Copper Pty Ltd Ref No: 25-0137
via Email
AS2890.1 CONSISTENCY CERTIFICATE
For
Additional Car Parking Bays Sofitel Noosa
We, Richmond + Ross Pty Ltd, Consulting Engineers, confirm that we have reviewed the provided
information for the above site, these reviews were conducted by suitably qualified and experienced
professional engineers from our office.
Based on these reviews we certify that the additional car parks as noted on our sketch plan Additonal park
Plan -L1
• Loading and service areas have sufficient access for an MRV as per Table 3.1 of AS2890.2
• Bay sizes proposed comply with AS2890.1 Fig 2.5 requirements,
• Aisle widths proposed exceed the widths required by AS2890.1 Fig 2.5 requirements,
This certification and advice shall not be construed as relieving any other party of their responsibilities,
liabilities or contractual obligations.
Yours faithfully
Nick Mitchell BSc BE(Hons) FIEAust CPEng NER (Structural and Civil) 2040073 RPEQ 5124
APEC NSW DEP 0001470 (Approved Classes: Drainage, Façade, Civil and Structural)
for
Richmond + Ross Pty Ltd
PRINCIPALS: MAGDA WEGNER BSc(Eng) MSc(Eng)
NICK MITCHELL, BSc, BE (Hons), FIEAust, CPEng
STUART PIPER, B.Arch (Hons), Grad Dip Prop (Hons)
COMMERCIAL * RESIDENTIAL * INDUSTRIAL * RETAIL * INSTITUTIONAL * TILT-UP * LEISURE * TOURISM
Page 4
2400mm x5400mm
car park bay size
typical all
5
AS2890.1 Compliance 4
notes for
6.2
REPLACEMENT CAR
0m
PARKS 1 TO 5 INC
within site boundary
4.0
3 m
Fig 2.5 with
4m one way lane >3.6m
unobstructed end spaces
so size is 3
5.4m length
0m
2.4m width to wall 4.7
0m
2.4 2
One way circulation
5.2
only
7m
1
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