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0714 Noosa VIC Construction Set 12.06.08 · 132004.4078.09
Attached to the e-mail Owners Consent for Application for Minor Change 132004.4078.09.msg.
Attached to the e-mail Changes Application - Tourist Information Centre - 132004.4078.09.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Dwg.No. Drawing Title
CD.01 Site Plan
CD.02 Enabling Works Plan
General CD.03 Setout Floor Plan
Use Figured Dimensions in preference to scaling
CD.04 Ground Floor Plan
All Dimensions & Site Levels are to be verified &
checked on site prior to construction commencing CD.05 Reflected Ceiling Plan
All Works are to comply with all relevant Australian Standards,BCA CD.06 Roof Plan
Regulations, the Building Act 1975 & all other Statutory Provisions
CD.07 Landscape Plan
as required
CD.08 Boardwalk Plan & Sections
Any discrepancies within Contract, Consultancy &/or Scheduling
Documentation & on site conditions are to be referred to Bark Design Queensland Development Code CD.09 3D Views
Method of Termite Protection: 'Termimesh' or similar approved barrier All Works to comply with the following sections
CD.10 North & South Elevations
to be installed to meet AS 3660.1 of the Queensland Development Code:
CD.11 East & West Elevations
Wind Speed: 50m/s Part 25 Water Saving Targets
Soil Classification: Class 'A' Non Reactive A rainwater tank with the minimum storage CD.12 Section A, B, C, D
All Works are to be read in conjunction with the documentation capacity of at least 5000L is to be supplied CD.13 Sections E, F
Refer to Hydraulic Engineering Documentation for further information
as prepared by:
CD.14 Sections G, H
Suitable Building Measures are to be taken to:
Geotechnical Investigation
Prevent contaminants from entering the water storage facility CD.15 Sections I, J
SOIL SURVEYS
(07) 5493 1980 Prevent the entrance &/or breeding of insects & vermin in CD.16 Window Schedule 1
Site Survey the water storage facility
CD.17 Window Schedule 2
HASS SURVEYS Ensure a continuous water supply to internal fixtures
Phil Hass 0421 039 204 CD.18 Door Schedule1 & Notes
Prevent water from an onsite storage facility from
Structural Documentation CD.19 Plan Details 1
contaminating the reticulated town water supply system
Blakeney Munns Consulting Engineers
Refer to Hydraulic Engineering Documentation for further information CD.20 Plan Details 2
Michael Blakeney (07) 5478 4266
Hydraulics Documentation CD.21 Plan Details 3
CONSTRUCTION HYDRAULIC Part 29 Sustainable Buildings CD.22 Plan Details 4
Reinhold Koenning (07) 5444 8645 The Following Is To Be Installed:
CD.23 Section Details1
Mechanical Services Documentation Water Pressure Limiting Devices where mains water
WEBB AUSTRALIA pressure exceeds or could exceed 500kPa CD.24 Section Details2
Steve Johnson (07) 5437 0200 Refer to Hydraulic Engineering Documentation for further information
CD.25 Section Details3
Energy Efficiency Assessment Report Toilet Cisterns with dual flush capabilities that do not CD.26 Section Details 4
By Noosa Building Certifiers exceed 6L full flush & 3L half flush
As required, a roofing aerial for television reception will need to be Refer to Hydraulic Engineering Documentation for further information CD.27 Section Details5
appropriately sited on the roof of the Surf Club. This position is to be Fluorescent Lights &/or compact Fluorescents to CD.28 Section Details6
verified by the Surf Club & the Builder prior to Installation at least 40% of Total Floor Area
CD.29 Signage & Seat Details
All Door Suites to External Areas are to be rebated into the floor structure. Refer to Electric Engineering Documentation for further information
Allow for a 20mm step down between internal/external zones
A Heat Pump, Solar Hot Water System or suitably rated
The Structural Floor Level of all Wet Areas is to be falled to wastes as per Gas Hot Water System
Hydraulics Documentation. Refer to Hydraulic Engineering Documentation for further information
Noosa VIC
61 Hastings Street Noosa Heads
Noosa Council
Tourism Noosa
Construction Issue
June 2008
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Section 2
Existing Boardwalk
General
Use Figured Dimensions in preference to scaling Existing Deck
All Dimensions & Site Levels are to be verified & N o r th e r
n
Bounda 278°00'
checked on site prior to construction commencing ry
2 0 .1 2 0
All Works are to comply with all relevant Australian Standards,BCA
Regulations, the Building Act 1975 & all other Statutory Provisions 4.00
as required
Any discrepancies within Contract, Consultancy &/or Scheduling
Documentation & on site conditions are to be referred to Bark Design
4.50
Method of Termite Protection: 'Termimesh' or similar approved barrier
to be installed to meet AS 3660.1
Existing Boardwalk
Wind Speed: 50m/s
Soil Classification: Class 'A' - Non Reactive
5.00
Building Class
Class 6
All Works are to be read in conjunction with the documentation
as prepared by:
5.50
Geotechnical Investigation
SOIL SURVEYS
(07) 5493 1980 Repair & Paint Existing
5.00
Boardwalk as Required.
Site Survey
HASS SURVEYS
Existing Trees
Phil Hass - 0421 039 204
Structural Documentation 4.50 New Boardwalk to Match
Blakeney Munns Consulting Engineers
Michael Blakeney - (07) 5478 4266 SLSC Existing Boardwalk Level.
Make Good Existing Boardwalk.
Hydraulics Documentation Existing Surf Club (to be extended) 4.00
CONSTRUCTION HYDRAULIC Line of Existing Boardwalk
Reinhold Koenning - (07) 5444 8645 Extent of New Boardwalk
Water Harvesting Tanks
Mechanical Services Documentation as per Hydraulic Engineer's
Documentation 3.50
WEBB AUSTRALIA Refer Landscape Drawing
Re a CD.07 for Extent of
Steve Johnson - (07) 5437 0200 r Co
urty Para
pet Landscaping Required.
ard
Energy Efficiency Assessment Report Line
Ame ublic
of Bu
s
ildin 3,640Setback
Handrail to New Section
nitie
g
By Noosa Building Certifiers of Boardwalk (to be in
P
accordance with
As required, a roofing aerial for television reception will need to be Fall AS 1170.1)
03
appropriately sited on the roof of the Surf Club. This position is to be
Fall
Roof
f 06
Fall
verified by the Surf Club & the Builder prior to Installation
Roo
Fall
All Door Suites to External Areas are to be rebated into the floor structure.
f 05
Allow for a 20mm step down between internal/external zones
Line of Building
Roo
°
4
Fall 5
f0
The Structural Floor Level of all Wet Areas is to be falled to wastes as per VIC Staff Parking SLSC Refer Landscape Drawing CD.07
Roo
refuse vehicle turnaround for extent of landscaping required
Hydraulics Documentation.
Fall
Netanya
Real Property Description Visitor Resort
2,100Setback
Boundary
S o u th e Information
Fall
Fall
Eastern
rn
Lot 03 on CP862568 Bounda
ry
6 9 .9 4 5 Line of B
uilding
Parish of Weyba 98° 00' Centre
Roof 01
3,420Roof 2
County of March Protect Neighbouring Property.
Roof 02
50.795
0°00'
Fall
Fall
Site Data for Visitor Information Centre
Overall Site Area: 5340.00m²
MH
Total Gross Floor Area: 123.02m² Public Footpath
VIC Rear Courtyard: 36.32
E T
Public Amenities: 12.03m²
Public Beach Access Boardwalk: 92.49m²
Hastings
Street
Electricity and Telecommunication Supply to Site
is to be connected to SLSC: a separate Meter Pedestrian Crossing
Power Pole to be
(for the use of the VIC) is to be installed within the SLSC removed by others
with a sub board at the VIC for further information please (SLSC)
refer to Electrical Engineer Documentation
Site Plan
Scale 1:200
For Construction
www.barkdesign.com.au
07 5471 0340
07 5471 0343
0418 876 394
0412 127 904
Email [email protected]
Australia 4567
Use figured dimensions
Noosa Heads
Bark Design Architects
Notes Rev. Date Description Rev. Date Description Project Drawing Title Project No.
in preference to scale. All
E Existing Energy Pillar A 12.06.08 Issue for Construction dimensions to be verified
and checked on site. Noosa VIC Site Plan 0714
T Existing Telstra PIT These designs,drawings,
SLSC Surf Live Saving Club specifications and the Drawing No.
copyright thereof are the
VIC Visitor Information Centre property of Bark Design
RAIA Member
28409
Noosa Heads CD.01
Steve Guthrie
Pty Ltd and must not be Noosa Council
PO Box 1355
Queensland
Lindy Atkin
Tourism Noosa
Telephone
New Tree used, retained or copied Architects
R
Revision
Facsimile
without the written Registration No.
Landscape under this contract, authority of Bark Design 3664 (LA)
Date June 2008 Scale 1:200 @ A2
A
Web
refer to TD.07 for extent and detail Pty Ltd. 3668 (SG)
Section 3
ardwalk
Refer Landscape
Drawing CD.07
for extent of
landscaping required
Public Beach
Access
Existing Bo
Boardwalk
Repair & Paint Existing Existing Boardwalk
4 Boardwalk as Required.
New Boardwalk to Match
Existing Boardwalk Level.
5
4,50 Make Good Existing Boardwalk.
0 No rth er
n
Bo un da
ry
27 8°00'
Line of Existing Boardwalk 20 .1 20 RL 3.84
Extent of New Boardwalk
190mm external wall core VIC Rear Courtyard
filled concrete blockwork Footprint
to be constructed
by SLSC contractor RL 2.2
A
Existing Boardwalk
0
4,50
Public Beach
RLR3L
. 533 . 5 3 Access
Boardwalk
Shared Wall to be
Constructed by SLSC
B 3 Contractor
RL 2.6
+2.88
Existing
Finish to Internal Face is Tree
Over Roof
the Responsibility of VIC
head
Asphalting and linework Contractor
of
A
is the responsibility of
Line
VIC contractor
of
of Ro
rdwalk
Refer Landscape
Drawing CD.07
4,660
for extent of
Line
landscaping required
Public Beach
Existing Boa
Access
VIC Staff Parking Boardwalk
Repair & Paint Existing
4 Boardwalk as Required.
New Boardwalk to Match
Existing Boardwalk Level.
5
Make Good Existing Boardwalk.
1 2
+2.83 Existing Fig/
Bribie Island Pine
4,50
0
Line of Existing Boardwalk
Extent of New Boardwalk
+2.79 Existing
1,250
Moreton Bay Ash
B 190mm external wall core
filled concrete blockwork
VIC Rear Courtyard
Footprint
to be constructed
by SLSC contractor RL 2.2
C C
A
ad
erhe
+2.83 Existing Fig/
Visitor Information
of Ov
Bribie Island Pine
4
0
4,50
Centre RLR3.L
of Ro
533 .5 3
+2.73 Existing
Moreton Bay Ash
Footprint Shared Wall to be
Constructed by SLSC
Line 3 RL 2.6
Boundary
Contractor +2.88
RL 2.2 B
Finish to Internal Face is
Existing
Tree
Eastern
Overh Roof
the Responsibility of VIC
ead
ad
Contractor
D Asphalting and linework
of
A
is the responsibility of
erhe
Line
7,540
VIC contractor
f
of Roo
of Ov
4,660
Line
VIC Staff Parking
of Ro
1 2
+2.83 Existing Fig/
Bribie Island Pine
Line
50.795
+2.79 Existing
1,250
Moreton Bay Ash
+2.25 Existing Fig B
0°00'
C C
+2.52 Existing
d
rhea
Moreton Bay Ash +2.83 Existing Fig/
of Ove
Visitor Information 4 Bribie Island Pine
Centre
of Ro
+2.73 Existing
Moreton Bay Ash
Footprint
4,800
Line
Boundary
RL 2.2
D
Eastern
D
d
rhea
5,495
7,540
4,800
e
of Ov
2,070
of Ro
Line Of Roof Overhead 4,800 4,800
Line
50.795
+2.25 Existing Fig
0°00'
Line Of Roof Overhead 4,540 +2.52 Existing
Moreton Bay Ash
6 9 .9 4 5 4,800
D
98°00' S o u th e 5,495
4,800
1 2 3 5 rn
2,070
12,950 Bounda Line Of Roof Overhead 4,800 4,800
ry Line Of Roof Overhead 4,540
69.945
98 °00' So ut he rn
1 2 3 5 12,950 Bo un da
ry
Enabling Works Plan Enabling Works Plan
Scale 1:100 Scale 1:200
For Construction
www.barkdesign.com.au
07 5471 0340
07 5471 0343
0418 876 394
0412 127 904
Email [email protected]
Australia 4567
Use figured dimensions
Noosa Heads
Bark Design Architects
Notes Rev. Date Description Rev. Date Description Project Drawing Title Project No.
in preference to scale. All
Extent of works boundary A 12.06.08 Issue for Construction dimensions to be verified
and checked on site. Noosa VIC Enabling Works 0714
BR Public bicycle racks These designs,drawings,
specifications and the
Plan Drawing No.
copyright thereof are the
property of Bark Design
RAIA Member
28409
Noosa Heads CD.02
Steve Guthrie
Pty Ltd and must not be Noosa Council
PO Box 1355
Queensland
Lindy Atkin
Tourism Noosa
Telephone
used, retained or copied Architects
R
Revision
Facsimile
without the written Registration No.
authority of Bark Design 3664 (LA)
Date June 2008 Scale 1:100,
as shown1:200 @ A2
A
Web
Pty Ltd. 3668 (SG)
Section 4
SLSC
by others 4
5
4,50
0
isting
To Match Ex
2,980 Bo ar dw al k Line of Existing Boardwalk
Extent of New Boardwalk
75°
105° 6,98
200 0
190mm External Wall
Over
to be Constructed S t a f f 4,270
by SLSC Contractor 1,22 Roo
m
200
0
Roof
2,40 D.0 200 4,24
0
0
0 7
4,15
SLSC
850 W.07 1970 WC 4,05
0
150 190
e Of
1,91 Wa
A 0 sh 9 1,950 B.Walk
20 0
Outlin
100 190 Wall
Boundary
eq
130
200 Wall
70
Eastern
100
10,0
0 c. WC
70
800
200
2,30 Ac
500
rid
200
0
0 G
4,50
2,67 To
100
ry
50.795
0 e
18
1,80 Join
0°00'
5
Room
900
2,78
900 18
2,070Wall
0
Staff
600
5,96
0
5,98
B 3 1,550
eq
300 1,250Rack
100
900 8
1
800Rack 110
0 3
0
1,60 D.1
eq
0
2,44
6,38
3,71
0
900 18
1,200
0
1,64
A
200
Outline Of Roof Overhead
1.300
860 Wall
460
75°
300 100
300
790
5
On Eastern Boundary
300 00 560
20
200
1,57
900D.03
200
4,660
420 W.08
0
30
1
0 c. WC
100
5,500
200
2.80 Off
2,30 Ac
0 ice
70
100
8,180 100 1,335 1,35 Cle
0 ar
3.300
1
200
2
700
7° to Gridline 3 to Gridline C
00
50
C1 C1 15°
ining ,100
C1
head
3,490 4,850
17,2
75° 75°
1,250
83
B
21,3
Wall
150
k
6
Over
0
2500 Des
to Gridline C
3,59
C C
900
Roof
Reta
to G ri d lin
150
290
500
eD 117° 97° 170 120
e Of
100To Wall 960 80
d
Gri
8° 9,450
Outlin
00
100
00
37 To
1,9
4
4.1
4,2
10
90
10,8
2,400 Wall
3,900
100
2,345
00
200
1,3
90 k
110 2,2 Des
On Eastern Boundary
610
D
7,540
0 1
3,55 W.0
0 sk
1,40 De
2100 Setback
C1 3,150 Desk 97°
ll
Wa
ining 0
4,800
4,52
6 9 .9 4 5
98°00' S o u th e C1
rn
260
Bounda 4,800
Reta
ry 100 WH1
300
C1 Set Out Point
880 W.02
7,200 D.01 4,800
C1
18° to Gridline 2 100
2,250 W.05 400 200 Wall
100
100 1,480 20 Wa
2,250 W.04 0 ll
4,800 On 100 685
Grid 12,645 1,88
5,450 Bench 0 200 Wall D
2100Setback
5,495 4,800 On
On Boun G ri d
d a ry to G
2,070
ri d 1
4,800 4,800 On
G ri d
Outline Of Roof Overhead
4,540 7° to Gridline 3 12,105
On Boun On Boun
d a ry to G d a ry to S
ri d 5 et Out P
o in t
1 2 3 5 12,950
On Boun
d a ry to G
ri d 5
Setout Floor Plan
Scale 1:100 For Construction
www.barkdesign.com.au
07 5471 0340
07 5471 0343
0418 876 394
0412 127 904
Email [email protected]
Australia 4567
Use figured dimensions
Noosa Heads
Bark Design Architects
Notes Rev. Date Description Rev. Date Description Project Drawing Title Project No.
in preference to scale. All
Retaining Wall A 12.06.08 Issue for Construction dimensions to be Section 5
verified
and checked on site. Noosa VIC Setout Floor 0714
These designs,drawings,
specifications and the
Plan Drawing No.
copyright thereof are the
property of Bark Design
RAIA Member
28409
Noosa Heads CD.03
Steve Guthrie
Pty Ltd and must not be Noosa Council
PO Box 1355
Queensland
Lindy Atkin
Tourism Noosa
Telephone
used, retained or copied Architects
R
Revision
Facsimile
without the written Registration No.
authority of Bark Design 3664 (LA)
Date June 2008 Scale 1:100 @ A2
A
Web
Pty Ltd. 3668 (SG)
The text continues on section 6.
Used in these records
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