Council archive · source document
Approved Plans 51988.2815.02
Plans and drawings: the text below has words only, no drawings.
-
REAL PROPERTY DESCRIPTION
NOOSA COUNCIL
On: BUP10491
Lot / Site Area (m²): 0 m²
APPROVED PLAN
SEA
51988.2815.02 19 MAR 2018
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
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Page 2
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 8m maximum
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 4m maximum A.02 Section A 1 : 50
7.99 m
Existing Slip Hazard
4800
Zone
Existing Timber Posts
4m
Existing Pool Gate (Removed in Proposed
Stage - make good as
required) maximum size of the roof area
Existing Roof Line
TP1 TP1 TP1 is 8m x 4m.
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
NOOSA COUNCIL
APPROVED PLAN
51988.2815.02 19 MAR 2018
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 3
-
NOOSA COUNCIL
APPROVED PLAN
PolyCarbonate Roofing
51988.2815.02 19 MAR 2018
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 4
-
NOOSA COUNCIL
APPROVED PLAN
51988.2815.02 19 MAR 2018
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 5
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
NOOSA COUNCIL
ROOF FRAMING PLAN APPROVED PLAN
Scale 1 : 100
51988.2815.02 19 MAR 2018
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
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