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RFI - 2022.10.18_Lots 12_11 Ventura Drive_Sunrise Beach_DETTORI CARUSO_Change DA_Engineer Amendments
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Note:
DRAWING LIST
- there are no proposed changes to the existing height
of the Lot 1 roof
- there are no proposed changes to the existing exterior
walls or site cover/footprint of Lot 2
Change DA - Material Change of Use Dual Occupancy Sheet Number
01
02
Cover Sheet
Sheet Name
Approved Existing Site Plan + CMS
03 Existing Site Plan
04 Demolition Floor Floor Plans
Sasha Dettori & Tony Caruso
05 Demolition Roof Plan
06 Proposed Site Plan
07 Area Plans
08 Proposed Floor Plans
09 Proposed Roof Plan
10 Adjoining Property Privacy Details
11 Proposed Elevations
12 Proposed Elevations
N3 Sustainability Notes
Proposed Development Information
Total Site Area = 741.8 m2
Unit 1
Site Cover = 145.9 m2
40.9 %
GFA = 176.2 m2
Private Open Space = 186 m2
Soft Landscaping = 86.7 m2
Building Height = 6.797 m
Unit 2
Site Cover = 90 m2
24.3 %
GFA = 123.6 m2
Private Open Space = 224.3 m2
Soft Landscaping = 228.2 m2
Building Height = 6.797 m
Total (Unit 1 & 2 Combined)
Site Cover = 235.9 m2
31.8 %
GFA = 299.8 m2
Private Open Space = 410.3 m2
Soft Landscaping = 314.9 m2
Building Height = 6.797 m
Please refer to Sheet 7 for details.
Legend
BE Boundary East
BN Boundary North
BS Boundary South
BW
OMP
SB
Boundary West
Outer Most Projection
Setback
Lots 1 & 2, 11 Ventura Drive, Sunrise Beach
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Cover Sheet 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 01 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
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Full text of the other 12 pages
Page 2
Site Plan (Approved Plans - 30/04/1993) Community Management Statement
(Executed 30/09/2004)
Note:
- as per the CMS, the exclusive use area for Lot 1 is 216 m2 and for Lot 2 is 215 m2
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Approved Existing Site Plan + CMS 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 02 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 3
BW BE
SITE INFORMATION
R.P.D.:
BN COMMON AREAS Total Site Area = 741.8 m2
Lot No.: 1
Common Area
Existing Residence Lot No.: 1
Area: 370.9 m2
Ventura Drive
Lot 1 Common Area
Area: 256.3 m2
Site Cover: 90 m2 24.3 %
Existing Residence Common Area
Lot No.: 2
Common Area Lot 2 Lot No.: 2
Area: 256.3 m2
Area: 370.9 m2
BS
Site Cover: 90 m2 24.3 %
Common Areas Plan No.: BUP13368
1 1 : 500
BW BE
O/s 9.45
17119 8959
O/s 3.46
SB to Wall 39.228 SB to Wall
36.50
1 8 255°27' 9
8.6
36.75
8.8 8.7
.00
3 3 3
op op op
nt nt nt
37
Fe 37.
25 Fe
Timber Paling Fence
Fe
Property Boundary
75° 27' 00"
BN 37.25 39228
/ /
TP
SB to Wall
Gate
2605
V
V
MB Visitor V
Garden Bed
.90 Parking
38
op
nt
Fe
Garden Bed
Garden Bed
O/s 0.25
Property Boundary
Existing Residence
FG
Lot 1
0
25
8.9
Ventura Drive
14° 33' 00"
3
37.
op
nt
18910
Fe
37.00
Planter Clothesline
Driveway
165°27'
18.910
Timber Paling Fence
Concrete Aggregate
14° 33' 00"
18910
Letter
Boxes
Existing Residence
Lot 2
Property Boundary
Timber Paling Fence
Turning
Area
75° 27' 00"
BS Timber Paling Fence
39.228 39228 Property Boundary TP
MH
Existing Site Plan
2 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Existing Site Plan 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 03 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
As indicated Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 4
BW BE
BN
Lot 1
Move planter to
different location
UP
Ventura Drive
UP
UP
Note: other than the
existing letter box, there Lot 2
are no structures to be
BS demolished on Lot 2
Structures to be Removed from Lot 1
- side pergola
- front balcony
Demolition Lower Level Floor Plan - front pavers and garden edging
1 1 : 200
- rear alfresco roofing
- rear pavers
- rear garden edging
BW BE
- external concrete slabs where necessary
- all internal linings and fixtures as indicated
BN - window and door joinery as indicated
- front and rear roof ridge capping, and
other roofing where required
- letter box (located on Lot 2)
Lot 1
Ventura Drive
Note: other than the
existing letter box, there Lot 2
are no structures to be
BS demolished on Lot 2
Demolition Upper Level Floor Plan
2 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Demolition Floor Floor Plans 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 04 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
1 : 200 Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 5
BW BE
BN
Structures to be Removed from Lot 1
- side pergola
Lot 1 - front balcony
- front pavers and garden edging
Ventura Drive
- rear alfresco roofing
- rear pavers
- rear garden edging
- external concrete slabs where necessary
- all internal linings and fixtures as indicated
Lot 2 - window and door joinery as indicated
Note: other than the - front and rear roof ridge capping and other
existing letter box, there
are no structures to be roofing where required
demolished on Lot 2 - letter box (located on Lot 2)
BS
Demolition Roof Plan
1 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Demolition Roof Plan 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 05 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
1 : 200 Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 6
Sustainable Design Notes:
1. The proposed dwelling is orientated and constructed such that easterly ocean breezes flow freely from front to back via outdoor and internal living areas with multiple openings for natural airflow; SITE INFORMATION
2. Deep front and rear (east and west facing) outdoor living areas are fully shaded;
3. Front and rear upper and lower level outdoor living areas provide a convenient and practical interconnection between the indoor and outdoor living spaces;
4. Existing vegetation is to be maintained where possible, and if not maintained, then replaced with more vegetation than currently exists on the site, both along the side and rear boundaries
R.P.D.:
5. The dwelling is orientated and constructed such that the main living spaces face both an easterly and northerly direction, and have multiple openings or sections of glazing along these east and north facing walls, thereby providing
access to cool breezes in warmer months and sunshine in cooler months (i.e. good passive building design); Lot No.: 1
6. Low toxic interior and exterior building materials to be used wherever possible;
7. Multiple skylights and wall glazing maximises the use of natural light and minimises the need for artifical light; Area: 370.9 m2
8. All habitable rooms have at least two openings;
9. The floor to ceiling height on both levels of the existing dwelling is 2.4 metres. The is no proposal to change the existing height of the dwelling; and Site Cover: 145.9 m2 39.3 %
10. The proposed dwelling will have front, rear and side access points, internal and external stairs, internal access to the garage, unobstructed movement internally from front to back, as well as external side access to the back yard.
Lot No.: 2
Area: 370.9 m2
Note:
Site Cover: 90 m2 24.3 %
- there are no proposed changes to the existing height
of the Lot 1 roof Plan No.: BUP13368
- there are no proposed changes to the existing exterior
walls or site cover/footprint of Lot 2
STORMWATER:
Sun Path
Roof water to flow to street to join existing
council system via 90 diam. U.P.V.C
stormwater lines at 1:100 minimum fall.
SB to Existing OMP (i.e. gutter)
RETAINING WALLS:
If required all retaining walls shall be
1868
Southeasterly provided in strict accordance with engineer's
BW Additional or Replaced Vegetation
BE Ocean Breezes detailed design and local authority
requirements.
SB to Existing Roofline
BN
1.8 m Timber Paling Fence Property Boundary 75° 27' 00" Wind Classification: N2
Bins 39228
1505
2000
SB to Wall
SB
2005
14° 33' 00"
2605
[Refer to Report]
18910
Proposed SB Line from Boundary
DN Visitor
Flyover Roof
Parking 1
Soil Classification: TBA
Proposed Pool House
Additional or Proposed
Proposed
Replaced Pool [Refer to Soil Report]
1.8 m Timber Paling Fence
Extension
Proposed
Vegetation Extension
Existing Residence Letter
Box
Lot 1
FG Climate Zone: 2
14° 33' 00"
Driveway
Ventura Drive
[Refer to Energy Efficiency Report]
18910
Pool Pump
& Filter 6000
1500 SB to OMP of Front of Dwelling
SB to OMP of Pool House Letter
Property Boundary
Box
Existing Residence
Property Boundary
2000 Lot 2
SB to Pool Pump
10100
Bins
Visitor
Setback to OMP of Dwelling Parking 2
Southeasterly
75° 27' 00"
BS 1.8 m Timber Paling Fence Property Boundary 39228
Ocean Breezes
Proposed Site Plan
1 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Proposed Site Plan 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 06 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
As indicated Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 7
Note: the red line represents the "edge of concrete line"
BW as presented in the CMS which in turn represents the BE
front boundary line of the Lot 1 exclusive use area
BN PRIVATE OPEN SPACE
Visitor Lot No.: 1
Parking 1
Proposed Pool House
Area: 186 m2
Proposed Proposed
Pool Extension 50.1 % of Site
Existing Residence
Proposed Lot No.: 2
Extension
Lot 1
Area: 224.3 m2
Ventura Drive
Driveway
60.5% of Site
Existing Residence
Property Boundary
Lot 2
Visitor
Parking 2
BS
Property Boundary
Proposed Private Open Space Note: the red line represents the "edge of concrete line"
1
as presented in the CMS which in turn represents the
front boundary line of the Lot 2 exclusive use area
1 : 200
BN SOFT LANDSCAPING
Lot No.: 1
DN Visitor
Parking 1 Area: 86.7 m2
Proposed Pool House
Proposed Proposed 23.4% of Site
Pool Extension
Existing Residence Lot No.: 2
Proposed
Extension
Lot 1
FG
Area: 228.2 m2
Ventura Drive
Driveway 61.5% of Site
Total (i.e. for entire site):
Area: 314.9 m2
Existing Residence 42.5% of Site
Property Boundary
Lot 2
Visitor
Parking 2
BS
Property Boundary
Proposed Soft Landscaping
2 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Area Plans 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 07 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
As indicated Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 8
SB to Wall of Lot 1 (No Change)
Note:
- there are no proposed changes to the existing height
BW R 1 2 3 F
of the Lot 1 roof 2000
SB to OMP of Proposed Stair
2600
- there are no proposed changes to the existing exterior
Front SB to Parking Bay
walls or site cover/footprint of Lot 2 1500
SB to OMP of Pool House 6319
10319
1505
Front SB to Posts of Proposed Lot 1 Extension
Rear SB to Wall of Proposed Lot 1 Extension Property Boundary
BN Bins
UP
A
Visitor
Parking 1
Proposed Pool House
Proposed
proposed Extension
Proposed
location for
7000l water tank
1150wx3300lx2020h
Pool
Lot 1
604 Proposed Extension
UP
Ventura Drive
B
2000
SB to Pool Pump
Property Boundary
Property Boundary
No Proposed Changes
to the Existing Exterior
Walls or Site Cover/Footprint
Lot 2
of Lot 2
C
Bins
Visitor
Parking 2
SB to OMP of Proposed Stair
BS
Proposed Lower Level Floor Plan Property Boundary
SB to Wall of Lot 1
1
10319 6319
1505
2605
Rear SB to Wall of Proposed Lot 1 Extension Front SB to Posts of Proposed Lot 1 Extension
1 : 200 BN
Property Boundary
Bins
Proposed
DN
A
Stair & Landing Visitor
Parking 1
Proposed Pool House
Proposed
Proposed Extension
Proposed Extension
Pool
Lot 1
DN
2000
Ventura Drive
PR Front SB to Parking Bay
B
Property Boundary
2000
SB to Pool Pump
Property Boundary
No Proposed Changes
to the Existing Exterior Lot 2
Walls or Site Cover/Footprint
of Lot 2
C
Bins
Visitor
Parking 2
BS
Proposed Upper Level Floor Plan Property Boundary
2 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Proposed Floor Plans 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 08 25/05/2022 Townplanner
Final Issue Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
1 : 200 Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 9
Note:
- there are no proposed changes to the existing height
of the Lot 1 roof
- there are no proposed changes to the existing exterior
walls or site cover/footprint of Lot 2
SB to OMP of Proposed Flyover Roof
1165
BW R 1 2 3 F
10100
Rear SB to OMP of Proposed Lot 1 Extension Property Boundary
BN Bins
Proposed
DN
A
Flyover Roof Visitor
Parking 1
22.5°
Proposed Pool House
22.5°
Extension
Proposed
Proposed
Pool Proposed Extension
Lot 1
22.5°
27°
22.5° 22.5° 15°
Ventura Drive
B 15°
22.5° 22.5°
Property Boundary
22.5°
Lot 2
Property Boundary
No Proposed Changes
to the Existing Exterior
Walls or Site Cover of
22.5°
Lot 2
C
Bins
Visitor
Parking 2
BS Property Boundary
Proposed Roof Plan
1 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Proposed Roof Plan 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 09 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
1 : 200 Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 10
Note:
- there are no proposed changes to the existing height PRIVACY LEGEND
of the Lot 1 roof
- there are no proposed changes to the existing exterior
walls or site cover/footprint of Lot 2
10 metre radius outlook from deck or window
Lot 1, 11 Ventura
Neighbouring dwelling more than 10 metres Sliding door which Existing The neighbouring property
from window in proposed rear Master Bedroom replaces an existing windows has a driveway running along Drive, Sunrise Beach
window. The overlooking the side boundary, thereby
capacity from the internal providing an additional area
living spaces of Lot 1 is of separation. Please refer
Proposed side screening limiting therefore no greater than to image.
overlooking capacity mainly that which currently
towards the immediate rear of exists along the side
the property boundary Proposed privacy screening where
O/s 9.45
10319 there is none in the existing dwelling,
thereby reducing the overlooking
capacity from the Lot 1 deck into
Rear Boundary to Edge of Proposed Balcony
O/s 3.46
39.228 the neighbouring dwelling
36.50
255°27'
.81 .78 .69
36.75
38 38 38
.00
Proposed privacy screening with
op op op
nt nt nt
37
one 1200 mm wide opening. Within
Fe 25 Fe Property Boundary Fe
37. a 10 metre radius, the overlooking / /
TP
37.01 36.96 capacity is either limited to the
neighbouring dwelling's garage or
is less than that which currently V
V
exists in relation to any living spaces
DN V
.90
38
op
nt
Fe
The proposed rear balcony is closer Neighbouring
to rear boundary than the existing O/s 0.25
rear kitchen window. Therefore the Lot 1 dwelling's driveway
outlook over the back yard private
space of the adjoining properties on
either side is reduced, not increased.
0
8.9
Ventura Drive
3 Proposed privacy screening where
The sill height of the proposed op
nt there is none in the existing dwelling,
ensuite window is 1700 mm. Fe thereby increasing the privacy of
165°27'
18.910
The outlook is therefore largely both units
limited to an upward or directly 37.21
rear direction.
O/s 15.52 1700 mm high sill window which
.82 .81
38 38 largely obscures any view into Lot 2 Lot 1
op op
Fire rated party wall from ground nt nt Lot 2 from the outside. Please
level to roof with zero openings. Fe Fe refer to image.
Property Boundary
Property Boundary
Lot 2
0 16 20
75°27'
39.228
Property Boundary TP
The overlooking capacity of the
proposed Lot 1 deck into the
living area of Lot 2 is very minimal MH
and essentially no greater than that
which currently exists
One 1700 mm sill
height window at
front of adjoining
unit
Adjoining Property Privacy Details
1 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Adjoining Property Privacy Details 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 10 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
As indicated Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 11
Note:
- there are no proposed changes to the existing height
of the Lot 1 roof
- there are no proposed changes to the existing exterior
walls or site cover/footprint of Lot 2 BE F 3 2 1 R BW
Top of Roof 6000 10100
43657 Front SB to OMP of Proposed Lot 1 Extension Rear SB to OMP of Proposed Lot 1 Extension
Upper Level Ceiling Ht
Ground Level to Top of Building
Proposed
41985 Proposed
Extension Lot 1 Proposed Flyover
Roof & Stair
Extension
Upper FFL
39585
6797
Lower Level Ceiling Ht
39400
Ventura
Drive
Visitor Parking 1
Lower FFL Bins
37000
Ground Level
36860
Proposed North Elevation
1 1 : 200
BS C A BN
Top of Roof
1868 1868
SB to OMP of Lot 1 (i.e. Gutter - No Change to Existing)
43657 SB to OMP of Lot 2 (i.e. Gutter - No Change to Existing)
Lot 2 Lot 1
Upper Level Ceiling Ht
2605
41985 SB to Wall of Lot 1 (No Change to Existing)
Ground Level to Top of Building
Upper FFL
39585 6797
1165
Lower Level Ceiling Ht SB to OMP of Proposed Flyover Roof
39400
Lower FFL
37000 Letter Box Letter Box
Ground Level
36860
Proposed East Elevation
2 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Proposed Elevations 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 11 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
1 : 200 Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 12
Note:
- there are no proposed changes to the existing height
of the Lot 1 roof
- there are no proposed changes to the existing exterior
walls or site cover/footprint of Lot 2 BW R 1 2 3 F BE
Top of Roof
10100 6000
43657
Rear SB to Proposed Lot 1 Extension Front SB to OMP of Proposed Lot 1 Extension
Upper Level Ceiling Ht
Ground Level to Top of Building
41985 Lot 1
Lot 1
Lot 2
Upper FFL
39585 15547 8624 Ventura
6797
Lower Level Ceiling Ht Drive
Rear SB to OMP of Lot 2 (No Change to Existing) Front SB to OMP of Lot 2 (No Change to Existing)
39400
Visitor Parking 2 Letter Box
Lower FFL
37000
Ground Level
36860
Proposed South Elevation
1 1 : 200
BN A C BS
1868 1868
SB to OMP of Lot 1 (i.e Gutter - No Change to Existing) SB to OMP of Lot 2 (i.e. Gutter - No Change to Existing)
Top of Roof
43657 2005
Side SB to Wall of Lot 1 (no change to existing) Lot 1 Lot 2
Upper Level Ceiling Ht
Ground Level to Top of Building
41985
Upper FFL
39585 1165
6797
Lower Level Ceiling Ht SB to OMP of Proposed Flyover Roof
39400
Lower FFL
37000
Ground Level
36860
Proposed West Elevation
2 1 : 200
JMF DESIGN PTY LTD CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road
Noosa Heads Q 4567
Sasha Dettori & Tony Caruso Ventura 2022 Proposed Elevations 03/03/2022
13/05/2022
Client Amendments
Final Issue
Lots 1 & 2, 11 Ventura
e: [email protected] 12 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach 10/08/2022 Council RFI Amendments
www.jmfdesign.com.au PROJECT: Qld 4567 Date Scale Drawn by JG 17/08/2022 Council RFI Amendments
Drafting: Jessica Fleming Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
1 : 200 Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440
Page 13
REQUIREMENTS FOR SUSTAINABLE BUILDINGS:
TO FULFIL PERFORMANCE CRITERIA OF QUEENSLAND DEVELOPMENT CODE MP 4.1 'SUSTAINABLE RAINWATER TANKS: SIGNAGE ON TANKS:
BUILDINGS' AND ENSURE CLASS 1 BUILDINGS AND SOLE OCCUPANCY UNITS IN CLASS 2 BUILDINGS ACCEPTABLE SOLUTION (A2): ACCEPTABLE SOLUTION (A8): WHERE A TANK IS INSTALLED TO SUPPLY WATER TO THE PLUMBING
ARE DESIGNED AND BUILT TO BE ENERGY AND WATER EFFICIENT (a) HAS A MIN. STORAGE CAPACITY- FIXTURES, THE TANK MUST HAVE:
(i) OF AT LEAST 5,000LTS FOR A DETACHED CLASS 1 BUILDING. (a) ONE NOTICE ON THE FRONT OF THE RAINWATER TANK AND ONE NOTICE ON THE COVER, NOT
WATER CONSERVATION: (ii) AT LEAST 3,000LTS FOR A CLASS 1 BUILDING OTHER THAN A DETACHED CLASS 1 BUILDING; LESS THAN 450MMX250MM IN SIZE.
OR (b) TEXT IN CAPITAL LETTERS OF NOT LESS THAN 25MM IN HEIGHT WITH THE FOLLOWING
PERFORMANCE CRITERIA (P1): (iii) GREATER THAN (a) (i) OR (a) (ii) AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL IDENTIFICATION: WARNING RAINWATER
IN A WATER SERVICE AREA, WATER SAVING SHOWER ROSES ARE INSTALLED IN: PLANNING INSTRUMENT; AND
(i) NEW CLASS 1 BUILDINGS AND SOLE OCCUPANCY UNITS OF NEW CLASS 2 BUILDINGS; AND (b) IS INSTALLED TO RECEIVE RAINFALL FROM - A TANK HAS:
(ii) EXISTING CLASS 1 BUILDINGS AND SOLE-OCCUPANCY UNITS IN EXISTING CLASS 2 BUILDINGS (i) A MINIMUM ROOF CATCHMENT AREA THAT IS AT LEAST ONE HALF OF THE TOTAL ROOF AREA (a) ONE NOTICE ON THE FRONT OF THE TANK AND ONE NOTICE ON THE COVER, NOT LESS THAN
AT TIME OF BATHROOM RENOVATION AND/OR OTHER RENOVATION. OR 100M2, WHICHEVER IS THE LESSER; OR 450MMX250MM IN SIZE.
(ii) A MINIMUM ROOF CATCHMENT AREA THAT IS GREATER THAN (b) (i), AS SPECIFIED BY THE (b) TEXT IN CAPITAL LETTERS OF NOT LESS THAN 25MM IN HEIGHT WITH THE FOLLOWING
ACCEPTABLE SOLUTION (A1): LOCAL GOVERNMENT IN A LOCAL PLANNING INSTRUMENT; AND IDENTIFICATION: WARNING: RECYCLED WATER - DO NOT DRINK.
WATER SAVING SHOWER ROSES HAVE: (c) IS CONNECTED TO - (c) ALL OUTLET POINTS CLEARLY MARKED "WARNING: NOT FOR DRINKING" WITH SAFETY SIGNS TO
(a) A AAA OR HIGHER RATING WHEN ASSESSED AGAINST AS/NZS 6400:2004; OR (i) TOILET CISTERNS AND WASHING MACHINE COLD WATER TAPS (OTHER THAN THOSE COMPLY WITH AS 1319 AND AS1345;
(b) A THREE STAR OR HIGHER RATING UNDER THE WATER EFFICIENCY LABELLING SCHEME (WELS). CONNECTED TO A GREYWATER TREATMENT PLANT OR ALTERNATIVE WATER SUBSTITUTION
MEASURE); AND RAINWATER TANK STANDS:
PERFORMANCE CRITERIA (P2): (ii) AN EXTERNAL USE; AND
IN A WATER SERVICE AREA, THE PRESSURE LEVEL OF WATER SUPPLIED TO NEW CLASS 1 BUILDING (iii) OTHER FIXTURES AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING ACCEPTABLE SOLUTION (A9):
DOES NOT EXCEED THE LEVELS NECESSARY FOR THE PROPER FUNCTIONING AND OPERATION OF A INSTRUMENT. ALL RAINWATER TANK STANDS TO COMPLY WITH AS/NZS1170.1:2002 PERMANENT, IMPOSED AND
FIXTURE OR FITTING. OTHER ACTION AND AS/NZS1170.2:2002 WIND ACTIONS.
CONTAMINANTS:
ACCEPTABLE SOLUTION (A2):
NEW CLASS 1 BUILDINGS IN A WATER SERVICE AREA EITHER: ACCEPTABLE SOLUTION (A4):
RAINWATER TANK OPENINGS:
(a) HAVE A MAINS WATER SUPPLY THAT DOES NOT EXCEED PRESSURE LEVELS SET OUT IN AS/NZS A RAINWATER TANK MUST HAVE: ACCEPTABLE SOLUTION (A10):
3500.1:2003; OR (a) A SCREENED DOWNPIPE RAINHEAD, HAVING SCREEN MESH 4-6MM AND DESIGNED TO PREVENT (a) ALL RAINWATER TANKS ARE SEALED TO PREVENT SURFACE STROMWATER AND GROUNDWATER
(b) ARE IN A PRESSURE MANAGEMENT ZONE: LEAVES, FROM ENTERING EACH DOWNPIPE' AND ENTERING THE RAINWATER TANK.
OR (b) A MINIMUM OF 20 LTS OF THE FIRST FLUSH OF ROOF CATCHMENT RAINWATER (b) NON WATER-TIGHT ACCESS LIDS ARE SEALED , OR TERMINATE A MINIMUM 150 MM ABOVE
(c) ARE LOCATED ON PREMISES WITH A WATER PRESSURE LIMITING DEVICE INSTALLED TO ENSURE DIVERTED/DISCARDED BEFORE ENTERING THE RAINWATER TANK WHERE: FINISHED GROUND LEVEL STORMWATE FLOWS WITH THE GROUND SLOPED AWAY FROM THE TANK
THE MAXIMUM OPERATING PRESSURE AT ANY OUTLET WITHIN THE BOUNDARIES OF THE PREMISES (i) CONNECTED TO SHOWERS, WASH BASINS, KITCHEN OR HOT WATER SERVICES; OR AND ACCESS LID.
DOES NOT EXCEED 500kPa. (ii) REQUIRED BY A LOCAL GOVERNMENT IN A LOCAL PLANNING INSTRUMENT. (c) WATER TIGHT ACCESS LIDS ARE PERMITTED TO FINISH FLUSH WITH FINISHED SURFACE LEVEL.
PERFORMANCE CRITERIA (P3):
IN A WATER SERVICE AREA, THE VOLUME OF WATER USED IN TOILET FLUSHING DOES NOT EXCEED RAINWATER TANK OVERFLOW:
THE VOLUME NECESSARY FOR EFFICIENT OPERATION OF TOILETS IN: MOSQUITOS/ VERMIN:
PREVENTION OF PONDING
(i) NEW CLASS 1 BUILDINGS AND SOLE-OCCUPANCY UNITS OF A NEW CLASS 2 BUILDINGS; ACCEPTABLE SOLUTION (A5): ACCEPTABLE SOLUTION (A11):
(ii) EXISTING CLASS 1 BUILDINGS AND SOLE OCCUPANCY IN EXISTING CLASS 2 BUILDINGS AT A RAINWATER TANK IS PROVIDED WITH - (a) THE RAINWATER TANK OVERFLOW IS CONNECTED TO THE EXISTING STORMWATER SYSTEM OR
TIME OF BATHROOM RENOVATION AND OTHER RENOVATION; AND (a) EITHER- KERB AND CHANNEL, OR INTER-ALLOTMENT STORMWATER PIT.
(iii) EXISTING CLASS 1 BUILDINGS AND SOLE OCCUPANCY UNITS IN EXISTING CLASS 2 BUILDINGS (i) MOSQUITO-PROOF SCREENS OF BRASS, COPPER, ALUMINUM OR STAINLESS STEEL GAUZE (b) IF NO STORMWATER SYSTEM EXISTS AND THE PROPERTY FALLS AWAY FROM THE STREET THE
WHEN TOILETS REPLACED. NOT COARSER THAN 1MM APERTURE MESH; OR RAINWATER TANK OVERFLOW MAY HAVE TO BE DRAINED TO AN ONSITE STROMWATER DISPERSION
(ii) FLAP VALVES AT EVERY OPENING OF THE RAINWATER TANK; AND SYSTEM. THE LOCAL GOVERNMENT MUST APPROVE ON-SITE STORMWATER DISPERSION SYSTEMS
ACCEPTABLE SOLUTION (A3): (b) A VERMIN TRAP; OR BEFORE INSTALLATION.
TOILET CISTERNS: (c) WHERE A WET SYSTEM IS USED TO HARVEST RAINWATER, MOSQUITO-PROOFING IN (c) THE WATER FROM THE OVERFLOW IS CONSIDERED TO BE STORMWATER AND THE
(a) HAVE DUAL FLUSH FUNCTION THAT DOES NOT EXCEED 6 LITRES ON FULL FLUSH AND 3 LITRES ON ACCORDANCE WITH HB230. REQUIREMENTS OF AS/NZS 3500:2003 APPLY.
HALF FLUSH; AND (d) A PHYSICAL AIR BREAK OR NON-RETURN VALVE ON THE OUTLET FROM THE RAINWATER TANK
(b) ARE COMPATIBLE WITH THE SIZE OF THE TOILET BOWL TO ALLOW FOR PROPER FUNCTION OF THE OVERFLOW IS PROVIDED BEFOR3 CONNECTION TO THE STORMWATER DRAINAGE SYSTEM.
TOILET. INTERNAL FIXTURES:
(e) ALL PLUMBING AND STORMWATER CONNECTIONS COMPLY WITH LOCAL GOVERNMENT
REQUIREMENTS.
- SUPPLIED FROM A RAINWATER TANK MUST HAVE A CONTINUOUS SUPPLY OF WATER.
ACCEPTABLE SOLUTION (A5):
A RAINWATER TANK MUST HAVE: GREYWATER TREATMENT PLANT:
ENERGY EFFICIENCY LIGHTING: (a) AN AUTOMATIC SWITCHING DEVICE PROVIDING SUPPLEMENTARY WATER FROM THE A GREYWATER TREATMENT PLANT MUST HAVE SUFFICIENT STORAGE CAPACITY TO PROVIDE AN
PERFORMANCE CRITERIA (P4): RETICULATED TOWN WATER SUPPLY, OR ACCEPTABLE CONTRIBUTION TO MEET WATER SAVINGS TARGETS WITH REGARD TO
A SIGNIFICANT PROPORTION OF LIGHTING MUST BE ENERGY EFFICIENT IN NEW CLASS 1 BUILDINGS (b) A TRICKLE TOP UP SYSTEM, PROVIDING SUPPLEMENTARY WATER FORM THE RETICULATED (a) THE AMOUNT OF AVAILABLE GREYWATER; AND
AND THE SOLE-OCCUPANCY UNITS OF NEW CLASS 2 BUILDINGS. TOWN WATER SUPPLY WITH - (b) THE REQUIRED DEMAND FOR GREYWATER.
(i) A MIN. FLOW RATE OF 2 LITRES PER MINUTE AND A MAX. FLOW RATE OF 4 LITRES PER
ACCEPTABLE SOLUTION (A4): MINUTE; AND ACCEPTABLE SOLUTION (A12):
FLUORESCENT LIGHTS OR COMPACT FLUORESCENT LIGHTS (CFLs) MUST BE THE ONLY FIXED (ii) TOP UP VALVES INSTALLED IN AN ACCESSIBLE LOCATION; AND A GREYWATER TREATMENT PLANT-
ARTIFICIAL LIGHT SOURCE USED IN ROOMS THAT ACCOUNT FOR AT LEAST 40% OF THE TOTAL (iii) A MIN. STORAGE VOLUME OF THE RETICULATED TOWN WATER SUPPLY TOP UP NOT (a) IS INSTALLED TO RECEIVE GREYWATER FROM ALL BATHROOM SANITARY OUTLETS IN THE
FLOOR AREA. EXCEEDING 1,000 LITRES OR AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING BUILDING;
INSTRUMENT. (b) HAS A MINIMUM PROCESSING CAPACITY TO TREAT TOTAL GREYWATER INPUT VESSEL VOLUME IN
24 HOURS;
HOT WATER SUPPLY: BACKFLOW PREVENTION: (c) HAS A STORAGE CAPACITY NOT EXCEEDING 2,000L;
PERFORMANCE CRITERIA (P5): (d) IS CONNECTED TO SUPPLY TREATED WATER TO -
ACCEPTABLE SOLUTION (A6): (i) TO ALL TOILET CISTERNS;
HOT WATER SYSTEMS THAT HAVE A LOW GREENHOUSE GAS EMISSIONS IMPACT MUST BE INSTALLED A BACKFLOW PREVENTION DEVICE IS INSTALLED TO PROTECT THE DRINKING WATER WITHIN THE
IN NEW CLASS 1 BUILDINGS. (ii) WASHING MACHINE COLD WATER TAPS;
RETICULATED TOWN WATER SUPPLY SYSTEM IN ACCORDANCE WITH AS/NZS 3500:2003 PLUMBING (iii) AN EXTERNAL USE; AND
AND DRAINAGE. (iv) OTHER FIXTURES AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING
ACCEPTABLE SOLUTION (A5):
HOT WATER IS SUPPLIED BY: INSTRUMENT
(a) A HEAT PUMP OR A SOLAR HOT WATER SYSTEM THAT IS ELIGIBLE TO RECEIVE: SYSTEM MATERIALS: (e) SUPPLIES TREATED WATER SEPARATE TO THE RETICULATED TOWN WATER SUPPLY SYSTEM:
(i) TO ALL TOILET CISTERNS; AND
ACCEPTABLE SOLUTION (A7): (ii) FOR COLD WATER WASHING MACHINES USING A SEPARATE TAP DIRECTLY CONNECTED
(i) IN A BUILDING WITH 3 OR MORE BEDROOMS, AT LEAST 22 RENEWABLE ENERGY (a) POLYTHENE TANKS TO COMPLY WITH AS/NZS4766:2006 POLYTHENE STORAGE TANKS FOR
CERTIFICATES; OR FROM THE GREYWATER TREATMENT PLANT' AND
WATER AND CHEMICALS. (iii) AND EXTERNAL USE; AND
(ii) OTHERWISE, AT LEAST 14 RENEWABLE ENERGY CERTIFICATES; OR (b) GALVANISE STEEL SHEET TANKS TO COMPLY WITH AS1397:2001 STEEL SHEET AND STRIP - HOT-
(iii) A GAS HOT WATER SYSTEM WITH A FIVE STAR ENERGY RATING. (iv) OTHER FIXTURES AS SPECIFIED BY THE LOCAL GOVERNMENT IN A LOCAL PLANNING
DIPPED ZINC-COATED OR ALUMINIUM/ZINC-COATED, AND HAVE A MINIMUM COATING OF 550 g/m2. INSTRUMENT;
(c) STAINLESS STEEL SHEET TO COMPLY WITH ASTM A240/M-05 STANDARD SPECIFICATION FOR (f) HAS AN APPROPRIATE LOW HAZARD BACKFLOW PREVENTION DEVICE INSTALLED TO PROTECT THE
NOTE: RENEWABLE ENERGY CERTIFICATES ARE ISSUED UNDER THE COMMONWEALTH CHROMIUM AND CHROMIUM-NICKEL STAINLESS STEEL PLATE, SHEET, AND STRIP FOR PRESSURE
GOVERNMENT'S MANDATORY RENEWABLE ENERGY TARGET. RETICULATED TOWN WATER SUPPLY SYSTEM;
VESSELS AND FOR GENERAL APPLICATIONS. (g) COMPLIES WITH TABLE T1A OF THE QUEENSLAND PLUMBING AND WASTEWATER CODE FOR THE
(d) CONCRETE TANKS TO COMPLY WITH AS3735:2001 CONCRETE STRUCTURES CONTAINING EFFLUENT COMPLIANCE VALUE FOR END USES WITH A HIGH LEVEL OF HUMAN CONTACT;
LIQUIDS. (h) HAS AN AUTOMATIC SWITCHING DEVICE PROVIDING SUPPLEMENTARY WATER FROM THE
WATER SAVING TARGETS: (e) COLLECTION WELL/UNDERGROUND WATER CELL (NON POTABLE), OR BLADDER TANK TO RETICULATED TOWN WATER SUPPLY SYSTEM; AND
CHECK WITH LOCAL COUNCIL FOR SPECIFIC WATER SAVING TARGETS AND REQUIREMENTS. COMPLY WITH VERTICAL AXIS TYPE SECTION 10 OF AS/NZS 1546.1:1998 ON-SITE DOMESTIC (i) DISPOSES OF UNTREATED GREYWATER TO THE SEWER.
WASTEWATER TREATMENT UNITS - SEPTIC TANKS.
ACCEPTABLE SOLUTION (A1):
CLASS 1 BUILDINGS CONNECTED TO A RETICULATED TOWN WATER SUPPLY SYSTEM PROVIDED BE A
WATER SERVICE PROVIDER REGISTERED UNDER THE WATER ACT 2000 USE -
(a) A RAINWATER TANK; OR
(b) A GREYWATER TREATMENT PLANT; OR
(c) ALTERNATIVE WATER SUBSTITUTION MEASURE; OR
(d) A COMBINATION OF (a) AND /OR (b) AND /OR (c) AS SPECIFIED IN A LOCAL PLANNING INSTRUMENT,
NOTE: AS OF FEBRUARY 1, 2013; THE SUSTAINABILITY REQUIREMENTS REGARDING RAINWATER
STATE CODE OR STATE PLANNING POLICY. TANKS & HOT WATER SUPPLY ARE NO LONGER MANDATORY, THOUGH STILL PROVIDE FOR A
MORE SUSTAINABLE BUILDING SHOULD THEY BE ADOPTED.
JMF DESIGN CLIENT: LOCATION: Project number NO: DATE: AMENDMENTS:
27 Sunhine Beach Road Sasha Dettori & Tony Caruso Ventura 2022 Sustainability Notes 03/03/2022
13/05/2022
Client Amendments
Final Issue
Noosa Heads Q 4567 Lots 1 & 2, 11 Ventura
N3 25/05/2022 Townplanner Amendments
Drive, Sunrise Beach
e: [email protected] PROJECT: Date Scale Drawn by JG
10/08/2022 Council RFI Amendments
Qld 4567
www.jmfdesign.com.au 17/08/2022 Council RFI Amendments
Townhouse Renovation October 2022 20/09/2022 Townplanner Amendments
Checked by JMF 18/10/2022 Engineer amendments -water tank
QBCC 15200440