Council archive · source document
20180090 - Revised Drawings - Received 06-03-2018 · 51988.2815.02
Attached to the e-mail Change to DA - 51988.2815.02.
Proposed Patio Renovation
U18 The Cove, 24 - 28 Little Cove Road,
Noosa. 4567.
Drawing Schedule
Sheet Current Revision
No. Sheet Name Revision Date
A.00 COVER PAGE C 19/01/2018
A.01 SITE PLAN D 19/01/2018
A.02 PROPOSED FLOOR PLANS D 19/01/2018
A.03 ELEVATIONS D 19/01/2018
A.04 ELEVATIONS D 19/01/2018
A.05 ROOF DRAINAGE & FRAMING PLAN A 19/01/2018
A.06 CONSTRUCTION DETAILS A 19/01/2018
INNOVATIVE CREATIVE VISUAL BUILDING DESIGN Sunshine Coast Studio
Unit 1a/12 Action Street, Noosaville Qld 4566
P| 07 5474 1664
E| [email protected]
W| www.zestbuildingdesign.com.au
ABN: 36 601 151 508 QBCC: 1307012
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Page 2
REAL PROPERTY DESCRIPTION
On: BUP10491
Lot / Site Area (m²): 0 m²
SEA
Local Government: Noosa Shire Council
STATUTORY INFORMATION:
Building Classification: 10 LITTLE COVE BEACH
Storeys: 4
Climate Zone: 2
Wind Category: N3
Bushfire Attack Level (BAL): N/A
AD
RY
ND
OU
RO
TY B
PER
K PRO
PAR
PR
O
PE
RT
Y
BO
UN
LIT
DR
Y
PR
OP
TL
ER
Proposed
TY
Roof
E
BO
UN
CO
DR
Y
VE
RO
AD
PR RY
O ND
PE BOU
RT TY
Y PER
BO PRO
SITE PLAN
UN
DR
Y
Scale 1 : 500
Proposed Patio Renovation SCALE @A3
0 1m 2m 3m 4m 5m
ZEST BUILDING DESIGN STUDIO Project Address Drawing Title 1:100
A.01
Sunshine Coast U18 The Cove, 24 - 28 Little Cove
P | 07 5474 1664
A | Unit 1a/12 Action Street, Noosaville QLD 4566
E | [email protected]
Road, Noosa. 4567.
SITE PLAN
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
D BA Issue 19/01/2018
Q.B.C.C Lic. No: 1307012 Client Name C Body Corp Issue 2 01/02/2017 Phase Bld # Issue
Designer (s)
I. Brundell
Ron Faciani A
B
Issue
Body Corp Issue
Council Issue
Description
12/09/2016
03/02/2016
Date
16012 BA 00 D
BA ISSUE
Original sheet size A3 (297x420) Plot date: 6/03/2018 11:24:55 AM
Page 3
A.04
Rafter to
1 Specification
Timber Battens
2 Polycarbonate Roof
A.02 2.0° Sheeting as specified
EXISTING RAISED Timber Batten Ceiling
Overall height of structure
PARAPET Affixed from Underside @
100 Ctrs HWD Posts to
Specification
U/S of verandah beam
ROOF TOP TERRACE
EXISTING TERRACE TILES HWD Posts to
3100
Specification
Batten Screen to
2500
Replace Louvers
EXISTING LOW HEIGHT Post Fixed to
Galvinised Stirrup w/-
PARAPET WALL Existing Wall with
Waterproof Seals to
2/M16 bolts
SPA BATH engineer's details
Existing Tile Floor - make
Existing Parapet Wall
ad ass
good as required Existing Step
2 A.03
l
e
Bal ing G
2862 2862 2862
ustr
t
Exis
NEW ROOF OVER
600
New Timber Posts w/-
A.04 2 TP1 TP1 TP1 TP1 Galvanised Fittings to 2 Section Detail
engineer's details
NEW COVERED AREA 42m² A.02 Section A 1 : 50
Existing Slip Hazard
4800
Zone
Existing Timber Posts
Existing Pool Gate (Removed in Proposed
Stage - make good as
required)
Existing Roof Line
TP1 TP1 TP1
Existing Pool Gate New Timber Posts w/-
Galvanised Fittings
EXISTING Proposed Timber Batten
STAIRS Screening
EXISTING COVERED AREA 14.5m²
REMOVE EXISTING STRUCTURE AND
MAKE GOOD AS REQUIRED
9400 984
1
ROOF
(INACCESSIBLE) A.03
PROPOSED FLOOR PLAN
Scale 1 : 100
Proposed Patio Renovation SCALE @A3
0 1m 2m 3m 4m 5m
ZEST BUILDING DESIGN STUDIO Project Address Drawing Title 1:100
A.02
Sunshine Coast U18 The Cove, 24 - 28 Little Cove
P | 07 5474 1664
A | Unit 1a/12 Action Street, Noosaville QLD 4566
E | [email protected]
Road, Noosa. 4567.
PROPOSED FLOOR
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 Client Name
PLANS D BA Issue 19/01/2018
C Body Corp Issue 2 01/02/2017 Phase Bld # Issue
Designer (s)
I. Brundell
Ron Faciani A
B
Issue
Body Corp Issue
Council Issue
Description
12/09/2016
03/02/2016
Date
16012 BA 00 D
BA ISSUE
Original sheet size A3 (297x420) Plot date: 6/03/2018 11:24:56 AM
Page 4
PolyCarbonate Roofing
Proposed Roof Structure
New HWD Post as Specified
3082
Existing Stair
Shaft
1200
Existing Glass Balustrade
FFL TERRACE PLAN
RL 6.200 m
Existing Rendered Parapet Wall
New Timber Batten Privacy
UNIT BELOW
Screen to Replace Lattice
SOUTH ELEVATION
Scale 1 : 100
Polycarbonate W/- Battens
Below Between Rafters
Timber Exposed Roof 2.0°
Structure
Existing Stair
Structure
Timber Posts
Timber Batten
Privacy Wall to Existing Parapet
2400
Replace Lattice
1200
Existing Parapet
FFL TERRACE PLAN
RL 6.200 m
UNITS BELOW
EAST ELEVATION Existing Glass Balustrade
Scale 1 : 100
Proposed Patio Renovation SCALE @A3
0 1m 2m 3m 4m 5m
ZEST BUILDING DESIGN STUDIO Project Address Drawing Title 1:100
A.03
Sunshine Coast U18 The Cove, 24 - 28 Little Cove
P | 07 5474 1664
A | Unit 1a/12 Action Street, Noosaville QLD 4566
E | [email protected]
Road, Noosa. 4567.
ELEVATIONS
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
D BA Issue 19/01/2018
Q.B.C.C Lic. No: 1307012 Client Name C Body Corp Issue 2 01/02/2017 Phase Bld # Issue
Designer (s)
I. Brundell
Ron Faciani A
B
Issue
Body Corp Issue
Council Issue
Description
12/09/2016
03/02/2016
Date
16012 BA 00 D
BA ISSUE
Original sheet size A3 (297x420) Plot date: 6/03/2018 11:24:58 AM
Page 5
Polycarbonate Roofing
2.0°
Half-round Eaves Gutter
Downpipe
Existing Parapet
HWD Post as Specified
3100
FFL TERRACE PLAN
RL 6.200 m
UNITS BELOW
Existing Stair Structure
WEST ELEVATION
Scale 1 : 100
Polycarbonate w/- Battens
Below Between Rafters
Timber Exposed
Roof Structure
Timber Posts
Stair Structure
Timber Batten Privacy
Wall to Replace Lattice
Existing Parapet
Existing Parapet
TERRACE PLAN
RL 6.200 m
UNITS BELOW
NORTH ELEVATION
Scale 1 : 100
Proposed Patio Renovation SCALE @A3
0 1m 2m 3m 4m 5m
ZEST BUILDING DESIGN STUDIO Project Address Drawing Title 1:100
A.04
Sunshine Coast U18 The Cove, 24 - 28 Little Cove
P | 07 5474 1664
A | Unit 1a/12 Action Street, Noosaville QLD 4566
E | [email protected]
Road, Noosa. 4567.
ELEVATIONS
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
D BA Issue 19/01/2018
Q.B.C.C Lic. No: 1307012 Client Name C Body Corp Issue 2 01/02/2017 Phase Bld # Issue
Designer (s)
I. Brundell
Ron Faciani A
B
Issue
Body Corp Issue
Council Issue
Description
12/09/2016
03/02/2016
Date
16012 BA 00 D
BA ISSUE
Original sheet size A3 (297x420) Plot date: 6/03/2018 11:24:59 AM
Page 6
NOTES:
All work to conform with Part MP 4.2 of the NOTES
Queensland Development Code (QDC) (Water 1. Materials and workmanship shall be in
46m²
Saving Targets). RL 2.414 m accordance with A.S.1684.2-2010 and
DP relevant codes and by-laws.
Roof stormwater is to discharge to local
O/H
600
government requirements and approval. Tank/s 2. Sizes of lintels by others & may require revision
overflow and downpipes not connected to if truss layout is altered.
rainwater tank/s to discharge to interallotment
drainage system/ to nominated discharge points 3. All steelwork including nuts, bolts, rods
via bubbler system/ to discharge to street channel to be hot dip galvanised or equivalent.
system.
2.0°
4800
4. All laminated timber to be installed in
Based on assumed 5 minute rainfall intensity - accordance with manufacturers
258mm/h 20 years recurrence interval. Skillion Roof specification and treated to appropriate
46m²
Gutters & downpipes shall be in accordance with exposure conditions.
AS/NZS3500.5 domestic & Part 3.5.2, Vol 2 of the
NCC.
VB1 200 x 50 F14 Hardwood
All downpipes to be 90mm/100mm U-PVC. LINE OF
50
WALL BELOW R1 150 x 50 F14 Hardwood
All gutters to be 150 Quad Gutters (8600mm² Cross
section area). TP1 Timber post 100x100 F14
Falls to be in accordance with clause 3.5.2.4, Vol 2 Lysaght Trimdek
of the NCC. Polycarbonate roof
NOMINAL MINIMUM FIXINGS
sheeting
• Effective roof catchment area 46m² (AS 1684.3)
• Roof catchment per downpipe 60m²
• Downpipes must not serve more than 12m of Existing Stair Roof Use hot dipped galvanised, stainless steels or
gutter length for each downpipe monel metal nails in damp or weather exposed
• Total rainfall intensity 46m² X 258mm/60 = 198L/min 9404 joints unless specified otherwise, use nominal fixings.
• Stormwater pipes - 100 dia. Laid at 1 in 100
minimum grade. Machine driven nails:
* 3.05ømm min for hardwood & cypress framing
Downpipes are to be located where they will not
create a hazard to building users nor impede window
& door openings and the like. They are to be installed
ROOF DRAINAGE PLAN *
*
3.33ømm min for softwood framing
Pastic polymer (glue) coated or annular or
helical deformed shank nails.
as close as practicable to the supporting structure
Scale 1 : 100
* When not specified in following table, nail
while maintaining termite inspection clearances of length is to be 10 x nailø when driven into side
25mm. Downpipes are to be protected from potential grain
mechanical damage, be installed no less than 100mm * When not specified, nail length is to be 15 x
from electrical cables & gas pipes & no less than 50mm nailø when driven into end grain
from other services (AS3500.3.2 S4.11) * Minimum 2 nails per joint UNO
Downpipes are to service 12m maximum Hand driven nails:
gutter length & be within 1.2m from each VB1 * 3.15ømm min for hardwood & cypress
valley unless overflow is provided for (NCC * 3.75ømm min for softwood & lower density
Vol2 P3.5.2.5) TP1 TP1 TP1 TP1 timbers
R1
Rafters @
900 crs
TP1 VB1 TP1 TP1
Roof extender bracket to manufacturer's
details - waterproof flashing required
ROOF FRAMING PLAN
Scale 1 : 100
Proposed Patio Renovation SCALE @A3
0 1m 2m 3m 4m 5m
ZEST BUILDING DESIGN STUDIO Project Address Drawing Title 1:100
A.05
Sunshine Coast U18 The Cove, 24 - 28 Little Cove
P | 07 5474 1664
A | Unit 1a/12 Action Street, Noosaville QLD 4566
E | [email protected]
Road, Noosa. 4567.
ROOF DRAINAGE &
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 Client Name
FRAMING PLAN
Phase Bld # Issue
Designer (s)
I. Brundell
Ron Faciani A
Issue
BA Issue
Description
19/01/2018
Date
16012 BA 00 A
BA ISSUE
Original sheet size A3 (297x420) Plot date: 6/03/2018 11:25:01 AM
Page 7
Selected Colorbond roof
sheeting
Roof structure design by
engineer
Roof beam to eng spec.
Roof extender bracket and weather seal
Dektite waterproofing flashing to be to be installed to manufacturer's details
Lysaght Trimdek
installed to manufacturer's requirements. Brace to existing roof structure to
Polycorbonate Roofing
Timber Rafters @ manufacturer's details
900 ctrs max.
600 Overhang Timber roof battens @
450 ctrs max.
2° pitch
Existing roof and soffit Existing roof structure to remain
to remain unchanged unchanged, appropriate waterproofing
to be applied as required
20°
Fix Strut to existing block wall to
manufacturer's details
2 / M12 bolts 25 x 30mm Spotted Gum Timber
Batten Ceiling affixed to 2 Section Detail
Timber Beam as underside of rafters @ 100 ctrs Roof Strut Detail 1 : 100
Half round specified fixed to post
eaves gutter with M12 bolts
HWD Timber post
to specification
100mm HWD timber post
2 / M12 fixings through post
Provide water proof membrane boot
over base of post and weld to
existing water proofing membrane
40 MPa non-shrink grout pad, 10mm galvanised T-plate
cut tiles to suit
1 Section Detail
Sikaflex where chemsets
Rafter To Post Connection 1 : 100
penetrate membrane
2 / M12 Chemset fixing with leveling
Existing suspended slab
nuts 120 embedment
3 Section Detail
Post to Floor Connection 1 : 50
Proposed Patio Renovation SCALE @A3
0 1m 2m 3m 4m 5m
ZEST BUILDING DESIGN STUDIO Project Address Drawing Title 1:100
A.06
Sunshine Coast U18 The Cove, 24 - 28 Little Cove
P | 07 5474 1664
A | Unit 1a/12 Action Street, Noosaville QLD 4566
E | [email protected]
Road, Noosa. 4567.
CONSTRUCTION DETAILS
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 Client Name
Phase Bld # Issue
Designer (s)
I. Brundell
Ron Faciani A
Issue
BA Issue
Description
19/01/2018
Date
16012 BA 00 A
BA ISSUE
Original sheet size A3 (297x420) Plot date: 6/03/2018 11:25:02 AM
Page 8
ELECTRICAL PLAN SYMBOLS
NOTES
Electrical Meter Box This proposed electrical and lighting plan is to be
completed by building owner in collaboration with the
Single Power Outlet, 10A builder using symbols provided.
2 The builder and electrical sub-contractor must confirm
Double Power Outlet, 10A
the proposed meets the requirements of Part 3.12.5, Vol 2
WP 2 of the NCC - in particular energy efficiency of artificial
RW 2 10A Outdoor Socket
lighting - and consult with the building owner where
changes may be required. The illumination power density
Switch of artificial lighting must not exceed the allowance of:
2 A. 5W/m² in a Class 1 building; and,
Switch, 2 B. 4W/m² on a verandah, balcony or the like attached to a
Class 1 building; and,
3 Switch, 3 C. 3W/m² in a Class 10a building associated with a Class 1
4 building.
Switch, 4 The above allowances may vary for lighting with a
control device per Part 3.12.5.5 (b), Vol 2 of th NCC.
5 Switch, 5
6 All plumbing fixtures and installations including pressure
Switch, 6 limiting devices, hot water systems and dual flush toilet
d suites to be WELS rated in accordance with AS/NZ6400 -
Switch with Dimmer 2005, AS3500, and meet compliance with part MP 4.1 of
the Queensland Development Code (QDC).
2 Switch, WET 2
w
• Shower rose and tapware - to be 3 Star WELS rated;
acu Wall Mounted Air Conditioner • Toilet suites - to be 4 Star WELS rated.
Provision of Power to Shed - by Builder
Two-Way Switch
sp White Ceiling Speaker
Light, Wall Twin Halogen SS (no Lamp)
12W LED Sensor Floodlight White
22 22W Circular Flourescent T9 Indoor
32 32W Circular Flourescent T9 Indoor
8W/55 degrees, warm white, 3000K
70mm white fixed downlight
P Feature pendant light
12V LED Marker Lights Chrome
ex Exhaust CEF40 Ducted
3-in1 (4 lamps) Ducted
Smoke Detector Photo/E F/Mount
tp
Telephone Socket
tv
TV Socket
D
Data Socket
gas Gas Outlet
Gas Cylinders
WH 4Blade 1200mm Ceiling Fan
f Wire and Install Light Fitting
Proposed Patio Renovation SCALE @A3
0 1m 2m 3m 4m 5m
ZEST BUILDING DESIGN STUDIO Project Address Drawing Title 1:100
E.01
Sunshine Coast U18 The Cove, 24 - 28 Little Cove
P | 07 5474 1664
A | Unit 1a/12 Action Street, Noosaville QLD 4566
E | [email protected]
Road, Noosa. 4567.
ELECTRICAL & LIGHTING
W | www.zestbuildingdesign.com.au
ABN: 37 601 151 508
Q.B.C.C Lic. No: 1307012 Client Name
PLAN
Phase Bld # Issue
Designer (s)
I. Brundell
Ron Faciani A
Issue
BA Issue
Description
19/01/2018
Date
16012 BA 00 A
BA ISSUE
Original sheet size A3 (297x420) Plot date: 6/03/2018 11:25:04 AM
Used in these records
20180090 - Revised Drawings - Received 06-03-2018.pdfRelated documentApplication case desk ↗
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