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Attachment B -Proposal Plans
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SITE CALCULATIONS - PROPOSED
SITE AREA = 104.5m²
FLOOR SPACE - MAX FSR: 1.12: 1 (104.5m2 x 1.12 = 117.04m2)
NOOSA HEADS LOCALITY PLAN
ZONE: HASTINGS ST MIXED USE
PROPOSED FLOOR AREAS
GROUND FLOOR AREA: = 36.9m²
LEVEL 1 FLOOR AREA: = 53.8m²
LEVEL 2 FLOOR AREA: = 53.8m²
6710 ROOFTOP TERRACE FLOOR AREA: = 33.3m²
3250
LINE OF EXISTING BALCONY PROPOSED FSR: = 177.8m²
SHOWN RED DASHED. = 1.70 : 1
2)
2)
(P
(P
PROPOSED BALCONY
ALTERATIONS NOT TO EXTEND
LINE OF BALCONY OVER SHOWN INTO COMMON PROPERTY.
2360
2360
DASHED. PROPOSED BALCONY W06 BALCONY
ALTERATIONS NOT TO EXTEND
INTO COMMON PROPERTY.
L1
W05
SITE CALCULATIONS - EXISTING
HEKA HOOD BBQ
2)
L1
1)
4170
2)
SITE AREA = 104.5m²
(P
(P
(P
DP DP
W01 3200 SLIDING GLAZED DOOR
BOARD RACKS
A GF A A A FLOOR SPACE - MAX FSR: 1.12: 1 (104.5m2 x 1.12 = 117.04m2)
)
HEKA HOOD (P2
02 W02 02 02 02 NOOSA HEADS LOCALITY PLAN
GF ZONE: HASTINGS ST MIXED USE
W07 W15
STORE
4000
L1
LIVING DINING L1
4470
RL 2.27 EXISTING FLOOR AREAS
5420
SHELVING
FLOOR JOISTS TO BE INPLANE
1)
GROUND FLOOR AREA: = 5.08m²
(P
WITH EXISTING JOISTS. REFER LEVEL 1 FLOOR AREA: = 34.33m²
7155
STRUCT. ENG. PLANS FOR LEVEL 2 FLOOR AREA: = 34.33m²
LINE OF EXISTING FURTHER DETAIL.
6490
2)
DWELLING
(P
EXISTING FSR: = 73.74m²
40
CAR SPACE
9590
W14 = 0.7 : 1
ENTRY ST. ARCHITECTURAL BREAK IN WALL. FR ST. 900
L1
LINE OF EXISTING
SELECTED RL 2.23 DWELLING
SCYON AXON INFILL CLADDING -
1)
1)
(P
ROLLER DOOR
(P
PAINTED AS PER FINISHES SCHEDULE.
2575
1)
2750 COMPOSITE TIMBER BATTEN
1)
(P
W08 KITCHEN
(P
PRIVACY SCREEN OVER WINDOW
LIFT L1 LIFT 40mm NRG GREENBOARD WINDOW SCHEDULE
2100
ST.
2380
CLADDING TO TIMBER
P MARK WIDTH HEIGHT DESCRIPTION
1500 1060 FRAMED WALL TO
OPEN RAIL
SUPPLIERS DETAILS W01 1670mm 1400mm FIXED / LOUVRE
1450
NEW GUTTERS AND DOWNPIPES W09
1)
W04 W13 W02 2300mm 1400mm FIXED / LOUVRE
(P
TO STORMWATER ENG. DETAILS LDY
1)
GF L1 L1
(P
W03
BATH NEW GUTTERS AND DOWNPIPES TO W03 600mm 1500mm LOUVRE
1)
GF
(P
DP DP
STORMWATER ENG. DETAILS W3A 600mm 1500mm LOUVRE
1160
W3A DASHED PURPLE LINE INDICATES W9B W3B 600mm 1500mm FIXED
GF DA APPROVAL 51983.3225.12 L1
PWD
W04 600mm 1800mm FIXED
A/C EXISTING SCREENING ON DASHED PURPLE LINE INDICATES W05 2700mm 2100mm SLIDING GLAZED DOOR
W3B NEIGHBOURING DECK DA APPROVAL 51983.3225.12 W06 1600mm 2100mm FIXED / LOUVRE
GF W12
COURTYARD 100mm NRG GREENBOARD L1 W07 1120mm 1350mm FIXED / LOUVRE
W08 1000mm 1050mm FIXED / LOUVRE
CLADDING TO TIMBER FRAMED
W09 1800mm 600mm FIXED
WALL TO SUPPLIERS DETAILS
W9A 600mm 1500mm LOUVRE
6710
PROPOSED LOCATION W10 500mm 1050mm LOUVRE
OF A/C UNIT W11 500mm 1050mm LOUVRE
W12 1360mm 1100mm FIXED
SITE LOCATION PLAN W13 600mm 1800mm FIXED
1 W14 600mm 2400mm LOUVRE
SCALE 1 : 750 W15 2100mm 600mm FIXED
RED DASHED LINE INDICATES LINE W16 1120mm 2400mm FIXED / LOUVRE
OF PALM TREE TO BE REMOVED AS W17 1600mm 2400mm FIXED / LOUVRE
PER APPROVED PLANS 51983.3225.12 W18 3000mm 600mm FIXED
19 NOV 2020
W19 1000mm 1350mm FIXED / LOUVRE
19 W20 1580mm 600mm FIXED
W21 600mm 600mm LOUVRE
W21A 600mm 1500mm LOUVRE
GROUND FLOOR PLAN LEVEL 1 FLOOR PLAN W22 600mm 600mm LOUVRE
3 4 W23
W24
1360mm
600mm
1300mm
3880mm
FIXED
FIXED
SCALE 1 : 100 SCALE 1 : 100
W25 600mm See the original
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Full text of sections 2 to 5 (of 8)
Section 2
2400mm LOUVRE
W26 2100mm 600mm FIXED
W27 1120mm 2400mm FIXED / LOUVRE
W28 3000mm 2400mm SLIDING GLAZED DOOR
EXISTING W29 600mm 1350mm LOUVRE
SITE ACCESS 6710 2980 3730 W30 600mm 600mm LOUVRE
W31 1360mm 1500mm FIXED
W32 600mm 2400mm LOUVRE
W33 2100mm 600mm FIXED
NEW ROOF OVER EXISTING LINE OF ROOF
Y
W17 W16 BALCONY. PROPOSED ROOF OVER SHOWN W27
L2 L2 IS NOT TO EXTEND INTO DASHED L3
HEKA HOOD HEKA HOOD COMMON PROPERTY. HEKA HOOD
A
3)
DP DP
(P
3180 3220 2860
2)
(P
A A A W28 3550 A
W
2)
(P
L3
SLIDING PRVIACY SCREENS
02 02 02 02
HEKA HOOD
3000
SLIDING GLAZED DOOR
HIGHLIGHT WINDOW HEKA HOOD BED 2 W26 W33
SLIDING PRIVACY
K
WITH HEKA HOOD L2 L3
4590
W18
4690
SCREENS ON TRACK TERRACE
4760
BED 1 40mm NRG GREENBOARD
30 HASTINGS ST, L2
CLADDING TO TIMBER FRAMED
TO FUTURE DETAIL
NOOSA HEADS WALL TO SUPPLIERS DETAILS
L
ROBE
7155
LOT 17 MIN 1.2m HIGH FAMILY ROOM
TIMBER FRAMED ROOF WITH
2)
BALUSTRADE TO RL 10.58
(P
SELECTED METAL DECK NEW STRUCTURAL FLOOR
RL 7.28 COMPLY WITH BCA
A
ROOFING- PITCH 5°
9630
W25 OVER EXISTING FLOORING IN REQUIREMENTS W32
ROBE LINEN L2 ACCORDANCE WITH STRUCT. BAR L3
2)
3)
2)
ENG. DETAILS
(P
(P
(P
FALL 40mm NRG GREENBOARD
PROPOSED NEW PREFAB
W
W19 2850 1500 1060 900 CLADDING TO TIMBER FRAMED
SPA. REFER STRUCTURAL SPA LIFT
1595
L2
PROPOSED NEW PREFAB SPA SPA TIMBER BATTEN PRIVACY ENS LIFT 90
LINE OF EXISTING DWELLING ENGINEER'S DETAILS 1500 1060 900
WALL TO SUPPLIERS DETAILS
TO STRUCTURAL ENGINEER'S SCREEN OVER WINDOW
90
DETAILS
SKYLIGHT OVER STAIRWELL
SKY W21 W24 W24
LIGHT L2 L2-L3 L2-L3
NEW GUTTERS AND DOWNPIPES TO NEW GUTTERS AND DOWNPIPES TO
DP DP
STORMWATER ENG. DETAILS STORMWATER ENG. DETAILS
W21A
BATH W29 BATH
L2 1500 L3 DASHED PURPLE LINE INDICATES
DASHED PURPLE LINE INDICATES
DA APPROVAL 51983.3225.12 DA APPROVAL 51983.3225.12
W31
EXISTING SCREENING ON L3
NEIGHBOURING DECK W23
L2
2900 3810 2930 3730
EXISTING TREES TO BE
REMOVED SHOWN RED DASHED
LEVEL 2 FLOOR PLAN ROOFTOP TERRACE
5 6 COLOUR LEGEND WALL LEGEND
SCALE 1 : 100 SCALE 1 : 100
NOTE: ALL NEW WORKS ARE SHOWN COLOURED
EXISTING WALLS TO REMAIN
STEEL, GALVANISED IRON - BLUE
PROPOSED NEW TIMBER WALLS
TILE - MAROON
PROPOSED NEW 40mm NRG GREENBOARD
CONCRETE - OLIVE GREEN
PROPOSED NEW 100mm NRG GREENBOARD
SITE PLAN GLASS - LIGHT BLUE
2 EXISTING WALLS/STRUCTURES TO BE
REMOVED - TYPICAL
SCALE 1 : 100 TIMBER - YELLOW
Client Address Drawn Scale
NOTE: GENERAL NOTES: NOTE: AS SHOWN
WADLAND - AMENDED DA
All work to be carried out in accordance with the Building Code of Australia, all Local and Do not scale off the drawings unless otherwise stated and use figured DM
All existing & overall dimensions are nominal & subject to verification on
site. where any discrepancy occurs between new work & existing State Government Ordinances, relevant Australian Standards, Local Electricity and Water dimensions in preference. All dimensions are to be checked and verified on site WADLAND 'THE HASTINGS' - LOT 17, 30 Check Issue
@A1
dimensions - existing dimensions/work should take preference where Authorities Regulations and all other relevant Authorities concerned. before the commencement of any work, all dimensions and levels are subject to
necessary - otherwise notify Innovate Architects Pty Ltd. All structural work and site drainage to be subject to Engineer's details or certification final survey and set-out. No responsibility will be accepted by this firm for any
variations in design, builder's method of construction or materials used,
HASTINGS ST, NOOSA HEADS CJ
Selected termite protection to be used on site in accordance with local
council's requirements, B.C.A and all relevant Australian Standards.
where required by Council. This shall include r.c. slabs and footings, r.c. and steel beams
and columns, wind bracing to AS 1170 and AS4055, anchor rods or bolts, tie downs, fixings
etc., driveway slabs and drainage to Council's satisfaction.
deviation from specification without permission or accepted work practices
resulting in inferior construction. Locate and protect all services prior to G MINOR CHANGE APPPLICATION APR 2022 BC
Project
Suite 9b, 32 Frederick Street
Oatley NSW 2223
T
F
02 9585 1855
02 9585 1844
M E M B E R Date
AUG 2020
G
All timbers to be in accordance with SAA Timber Structure Code AS1720 and SAA Timber construction. Drawing Title E [email protected]
F SKETCH OPTION FOR REVIEW MAR 2022 DM PO BOX 214 Oatley NSW
S Smoke detectors to comply with requirements of specification e1.7 (NSW) Framing Code AS 1684. All work to be carried out in a professional and workmanship like W www.innovate.com.au
Job Number Sheet
fire and smoke alarms shall comply with AS 3786 and be connected to the
main power supply.
manner according to the plans and specification. COPYRIGHT CLAUSE:
E
D
AMENDED DEVELOPMENT APPLICATION
AMENDED DEVELOPMENT APPLICATION
FEB 2022
OCT 2020
DM
DM ALTERATIONS AND SITE LOCATION, SITE PLAN & REGIST ERED ARCHIT ECT S
This drawing and design is the property of Innovate Architects Pty Ltd and C AMENDED DEVELOPMENT APPLICATION SEP 2020 DM
ADDITIONS TO EXISTING FLOOR PLANS Nominated Architect
01
ISSUE
should not be reproduced either in part or whole without the written consent of Cameron Jones
B AMENDED DEVELOPMENT APPLICATION AUG 2020 DM 7143
this firm. 0 1 2 3 4 5
A
ISSUE
DEVELOPMENT APPLICATION
AMENDMENT
MAY 2020
DATE
DM
INT.
DWELLING
Section 3
15m HEIGHT LINE 15m HEIGHT LINE 15m HEIGHT LINE
BOUNDARY
BOUNDARY
BOUNDARY
BOUNDARY
BOUNDARY
BOUNDARY
DASHED PURPLE LINE INDICATES
LINE OF APPROVED DA APPROVAL
51983.3225.12
TIMBER FRAMED ROOFING WITH SLIDING PRIVACY SCREENS ON TIMBER FRAMED ROOFING WITH
SELECTED METAL DECK ROOFING- TRACK TO FUTURE DETAIL SELECTED METAL DECK ROOFING-
RL 13.95 PITCH - 5° RL 13.95 PITCH - 5° RL 13.95
TIMBER FRAMED ROOFING WITH
ROOF LEVEL ROOF LEVEL ROOF LEVEL
SELECTED METAL DECK ROOFING-
PITCH - 5°
OUTLINE OF EXISTING
DWELLING SHOWN DASHED RED
HEKA HOODS TO
3370
3370
OUTLINE OF EXISTING
TIMBER FRAMED WALLS WITH MANUFACTURERS DETAILS
2550
DWELLING SHOWN DASHED RED
SCYON AXON CLADDING, TIMBER FRAMED WALLS WITH TERRACE
PAINT FINISH AS SELECTED SCYON AXON CLADDING, FAMILY
PAINT FINISH AS SELECTED
RL 10.58
MIN 1.2m HIGH BALUSTRADE WITH
TOP RAIL TO COMPLY WITH BCA RL 10.58 RL 10.58
ROOM OUTLINE OF EXISTING
ROOFTOP TERRACE REQUIREMENTS ROOFTOP TERRACE ROOFTOP TERRACE DWELLING SHOWN DASHED RED
COMPOSITE TIMBER BATTEN
3000
3000
PRIVACY SCREEN OVER WINDOW 40mm NRG GREENBOARD
2700
HEKA HOODS TO CLADDING TO TIMBER FRAMED
POWDERCOATED ALUMINIUM
MANUFACTURERS DETAILS
FRAMED WINDOWS AND DOORS BED 1 BED 2 WALL TO SUPPLIERS DETAILS
11720
11720
HEKA HOODS TO
(ANOTEC - SILVER GREY) MANUFACTURERS DETAILS NEW STRUCTURAL FLOOR OVER
RL 7.58 RL 7.58 RL 7.58
EXISTING FLOORING IN ACCORDANCE
LEVEL 2 LEVEL 2 LEVEL 2 WITH STRUCT. ENG. DETAILS
COMPOSITE TIMBER 100mm NRG GREENBOARD
2860
2860
PROPOSED BALCONY
ALTERATIONS NOT TO EXTEND
POSTS TO BALCONY CLADDING TO TIMBER FRAMED LIVING DINING EXISTING FLOOR FRAME
INTO COMMON PROPERTY. WALL TO SUPPLIERS DETAILS
RL 4.72 RL 4.72 RL 4.72
LEVEL 1 LEVEL 1 LEVEL 1
CEMENT RENDERED WALL,
PAINT FINISH AS SELECTED
CAR SPACE STORE
2490
2490
EXISTING SHS STRUTS TO
REMAIN. REFER ENG. DETAILS.
RL 2.23 RL 2.23 RL 2.23
GROUND GROUND COMPOSITE TIMBER BATTEN GROUND
PRIVACY SCREEN TO BALCONY
PROPOSED BALCONY ALTERATIONS NOT
TO EXTEND INTO COMMON PROPERTY.
NORTH ELEVATION WEST ELEVATION SECTION A-A
1 2 A
SCALE 1 : 100 SCALE 1 : 100 SCALE 1 : 100
15m HEIGHT LINE 15m HEIGHT LINE
BOUNDARY
BOUNDARY
BOUNDARY
BOUNDARY
SKYLIGHT OVER COMPOSITE TIMBER TIMBER FRAMED ROOFING WITH
TIMBER FRAMED ROOFING WITH STAIRWELL BATTEN PRIVACY SCREEN SELECTED METAL DECK ROOFING-
SELECTED METAL DECK ROOFING- OVER WINDOWS PITCH - 5°
RL 13.95 RL 13.95
PITCH - 5°
ROOF LEVEL ROOF LEVEL
OUTLINE OF EXISTING
DWELLING SHOWN DASHED RED
3370
POWDERCOATED ALUMINIUM
FRAMED WINDOWS AND DOORS
(ANOTEC - SILVER GREY) POWDERCOATED ALUMINIUM
FRAMED WINDOWS AND DOORS
RL 10.58 OUTLINE OF EXISTING RL 10.58 (ANOTEC - SILVER GREY)
ROOFTOP TERRACE DWELLING SHOWN DASHED RED ROOFTOP TERRACE
40mm NRG GREENBOARD
CLADDING TO TIMBER FRAMED
WALL TO SUPPLIERS DETAILS
3000
TIMBER FRAMED WALLS WITH COMPOSITE TIMBER BATTEN
SCYON AXON CLADDING, PRIVACY SCREEN OVER WINDOW
PAINT FINISH AS SELECTED PROPOSED BALCONY
ALTERATIONS NOT TO EXTEND
RL 7.58 RL 7.58 INTO COMMON PROPERTY.
LEVEL 2 40mm NRG GREENBOARD LEVEL 2
CLADDING TO TIMBER FRAMED
WALL TO SUPPLIERS DETAILS
COMPOSITE TIMBER BATTEN
2860
PRIVACY SCREEN TO BALCONY
RL 4.72 RL 4.72
LEVEL 1 LEVEL 1
TIMBER FRAMED WALLS WITH
SCYON AXON CLADDING,
2490
PAINT FINISH AS SELECTED
ENTRY DOOR FROM
COURTYARD CEMENT RENDERED WALL,
PAINT FINISH AS SELECTED
RL 2.23 RL 2.23
GROUND GROUND
ARCHITECTURAL BREAK IN WALL. VIEW OF NEIGHBOURING DECK ENCROACHMENT WITH NEIGHBOURING PHOTO OF NEIGHBOURING DECK WITH
SCYON AXON INFILL CLADDING -
PAINTED AS PER FINISHES SCHEDULE. PRIVACY SCREEN INDICATIVELY SHOWN EXISTING PRIVACY SCREENING
SOUTH ELEVATION EAST ELEVATION
3 4
SCALE 1 : 100 SCALE 1 : 100
MATERIAL LEGEND
WINDOW SHROUDS WINDOWS - NATURAL NATURAL TIMBER SCREENING RENDER - 'DULUX' RAKU SCYON AXON CLADDING CLADDING COLOUR - 'DULUX' FRAMELESS GLASS BALUSTRADES
ANODISED ALUMINIUM SNOWY MOUNTAINS
Client Address Drawn Scale
NOTE: GENERAL NOTES: NOTE:
WADLAND - AMENDED DA
All work to be carried out in accordance with the Building Code of Australia, all Local and Do not scale off the drawings unless otherwise stated and use figured DM 1 : 100@A1
All existing & overall dimensions are nominal & subject to verification on
site. where any discrepancy occurs between new work & existing State Government Ordinances, relevant Australian Standards, Local Electricity and Water dimensions in preference. All dimensions are to be checked and verified on site WADLAND 'THE HASTINGS' - LOT 17, 30 Check Issue
dimensions - existing dimensions/work should take preference where Authorities Regulations and all other relevant Authorities concerned. before the commencement of any work, all dimensions and levels are subject to
necessary - otherwise notify Innovate Architects Pty Ltd. All structural work and site drainage to be subject to Engineer's details or certification final survey and set-out. No responsibility will be accepted by this firm for any
variations in design, builder's method of construction or materials used,
HASTINGS ST, NOOSA HEADS CJ
Selected termite protection to be used on site in accordance with local
council's requirements, B.C.A and all relevant Australian Standards.
where required by Council. This shall include r.c. slabs and footings, r.c. and steel beams
and columns, wind bracing to AS 1170 and AS4055, anchor rods or bolts, tie downs, fixings
etc., driveway slabs and drainage to Council's satisfaction.
deviation from specification without permission or accepted work practices
resulting in inferior construction. Locate and protect all services prior to G MINOR CHANGE APPPLICATION APR 2022 BC
Project
Suite 9b, 32 Frederick Street
Oatley NSW 2223
T
F
02 9585 1855
02 9585 1844
M E M B E R Date
AUG 2020
G
All timbers to be in accordance with SAA Timber Structure Code AS1720 and SAA Timber construction. Drawing Title E [email protected]
F SKETCH OPTION FOR REVIEW MAR 2022 DM PO BOX 214 Oatley NSW
S Smoke detectors to comply with requirements of specification e1.7 (NSW) Framing Code AS 1684. All work to be carried out in a professional and workmanship like W www.innovate.com.au
Job Number Sheet
fire and smoke alarms shall comply with AS 3786 and be connected to the
main power supply.
manner according to the plans and specification. COPYRIGHT CLAUSE:
E
D
AMENDED DEVELOPMENT APPLICATION
AMENDED DEVELOPMENT APPLICATION
FEB 2022
OCT 2020
DM
DM ALTERATIONS AND ELEVATIONS, SECTION & REGIST ERED ARCHIT ECT S
This drawing and design is the property of Innovate Architects Pty Ltd and C AMENDED DEVELOPMENT APPLICATION SEP 2020 DM
ADDITIONS TO EXISTING EXTERNAL FINISHES Nominated Architect
02
ISSUE
should not be reproduced either in part or whole without the written consent of Cameron Jones
B AMENDED DEVELOPMENT APPLICATION AUG 2020 DM 7143
this firm. 0 1 2 3 4 5
A
ISSUE
DEVELOPMENT APPLICATION
AMENDMENT
MAY 2020
DATE
DM
INT.
DWELLING SCHEDULE
Section 4
SITE CALCULATIONS - PROPOSED
SITE AREA = 104.5m²
FLOOR SPACE - MAX FSR: 1.12: 1 (104.5m2 x 1.12 = 117.04m2)
NOOSA HEADS LOCALITY PLAN
ZONE: HASTINGS ST MIXED USE
PROPOSED FLOOR AREAS
GROUND FLOOR AREA: = 36.9m²
LEVEL 1 FLOOR AREA: = 53.8m²
LEVEL 2 FLOOR AREA: = 53.8m²
ROOFTOP TERRACE FLOOR AREA: = 33.3m²
PROPOSED FSR: = 177.8m²
= 1.70 : 1
SITE CALCULATIONS - EXISTING
SITE AREA = 104.5m²
FLOOR SPACE - MAX FSR: 1.12: 1 (104.5m2 x 1.12 = 117.04m2)
NOOSA HEADS LOCALITY PLAN
ZONE: HASTINGS ST MIXED USE
EXISTING FLOOR AREAS
GROUND FLOOR AREA: = 5.08m²
LEVEL 1 FLOOR AREA: = 34.33m²
LEVEL 2 FLOOR AREA: = 34.33m²
EXISTING FSR: = 73.74m²
= 0.7 : 1
PROPOSED CALCS - GF PROPOSED CALCS - LEVEL 1 EXIST CALCS - GF EXIST CALCS - LEVEL 2
1 2 5 7
SCALE 1 : 100 SCALE 1 : 100 SCALE 1 : 100 SCALE 1 : 100
PROPOSED CALCS - LEVEL 2 PROPOSED CALCS - ROOFTOP EXIST CALCS - LEVEL 1
3 4 6
SCALE 1 : 100 SCALE 1 : 100
SCALE 1 : 100
PROPOSED EXISTING
Client Address Drawn Scale
NOTE: GENERAL NOTES: NOTE:
WADLAND - AMENDED DA
All work to be carried out in accordance with the Building Code of Australia, all Local and Do not scale off the drawings unless otherwise stated and use figured DM 1 : 100@A1
All existing & overall dimensions are nominal & subject to verification on
site. where any discrepancy occurs between new work & existing State Government Ordinances, relevant Australian Standards, Local Electricity and Water dimensions in preference. All dimensions are to be checked and verified on site WADLAND 'THE HASTINGS' - LOT 17, 30 Check Issue
dimensions - existing dimensions/work should take preference where Authorities Regulations and all other relevant Authorities concerned. before the commencement of any work, all dimensions and levels are subject to
necessary - otherwise notify Innovate Architects Pty Ltd. All structural work and site drainage to be subject to Engineer's details or certification final survey and set-out. No responsibility will be accepted by this firm for any
variations in design, builder's method of construction or materials used,
HASTINGS ST, NOOSA HEADS CJ
Selected termite protection to be used on site in accordance with local
council's requirements, B.C.A and all relevant Australian Standards.
where required by Council. This shall include r.c. slabs and footings, r.c. and steel beams
and columns, wind bracing to AS 1170 and AS4055, anchor rods or bolts, tie downs, fixings
etc., driveway slabs and drainage to Council's satisfaction.
deviation from specification without permission or accepted work practices
resulting in inferior construction. Locate and protect all services prior to G MINOR CHANGE APPPLICATION APR 2022 BC
Project
Suite 9b, 32 Frederick Street
Oatley NSW 2223
T
F
02 9585 1855
02 9585 1844
M E M B E R Date
AUG 2020
G
All timbers to be in accordance with SAA Timber Structure Code AS1720 and SAA Timber construction. Drawing Title E [email protected]
F SKETCH OPTION FOR REVIEW MAR 2022 DM PO BOX 214 Oatley NSW
S Smoke detectors to comply with requirements of specification e1.7 (NSW) Framing Code AS 1684. All work to be carried out in a professional and workmanship like W www.innovate.com.au
Job Number Sheet
fire and smoke alarms shall comply with AS 3786 and be connected to the
main power supply.
manner according to the plans and specification. COPYRIGHT CLAUSE:
E
D
AMENDED DEVELOPMENT APPLICATION
AMENDED DEVELOPMENT APPLICATION
FEB 2022
OCT 2020
DM
DM ALTERATIONS AND CALCULATIONS REGIST ERED ARCHIT ECT S
This drawing and design is the property of Innovate Architects Pty Ltd and C AMENDED DEVELOPMENT APPLICATION SEP 2020 DM
ADDITIONS TO EXISTING Nominated Architect
03
ISSUE
should not be reproduced either in part or whole without the written consent of Cameron Jones
B AMENDED DEVELOPMENT APPLICATION AUG 2020 DM 7143
this firm. 0 1 2 3 4 5
A
ISSUE
DEVELOPMENT APPLICATION
AMENDMENT
MAY 2020
DATE
DM
INT.
DWELLING
Section 5
SITE WORKS - ACCESS & SAFETY
LEGEND 19 1. ALL WORKS ARE TO BE UNDERTAKEN IN A SAFE MANNER
IN ACCORDANCE WITH ALL STATUTORY AND INDUSTRIAL
RELATION REQUIREMENTS.
2. ACCESS TO ADJACENT BUILDINGS AND PROPERTIES
SHALL BE MAINTAINED AT ALL TIMES.
LINE OF EXISTING DWELLING 3. WHERE NECESSARY SAFE PASSAGE SHALL BE PROVIDED
FOR VEHICLES AND PEDESTRIANS THROUGH OR
ADJACENT TO THE SITE.
ACCESS TO NOOSA PARADE
OUTLINE OF PROPOSED
BUILDING SHAKER GRID MAINTENANCE
• THE TEMPORARY ACCESS SHALL BE MAINTAINED IN A
CONDITION THAT PREVENTS TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS OF WAY.
• THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADJOINING DWELLINGS / ADDITIONAL GRAVEL AS CONDITIONS DEMAND AND REPAIR
CONTEXT AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT.
• ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED
SITE ACCESS ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED
IMMEDIATELY.
• INSTALL BARRIER ON EITHER SIDE OF SHAKER GRID TO
SEDIMENT & EROSION CONTROL LEGEND ENSURE VEHICLES ARE GUIDED ON TO THE PAD.
• INVERT OF SHAKER PAD TO BE DRAINED VIA AGRICULTURAL
1 SEDIMENT BARRIER FENCE PIPE WRAPPED IN GEOTEXTILE.
Refer to Detail
2 LITTER AND WASTE CONTROL PEDESTRIAN SAFETY MEASURES
All hard waste and litter must be stored on site to prevent any materials from LW
entering the stormwater system and adjacent areas by wind or water action. SITE FENCING TO BE PERMANENT AROUND THE CONSTRUCTION SITE
SKIP CHAINWIRE PERIMETRE FENCING.
WHILST TRUCKS ARE REVERSING INTO THE WORK ZONE,
3 SINGLE GRAVELLED ENTRY / EXIT BIN LW ALL GATES TO BE LOCKED AT THE
TRAFFIC MANAGEMENT PERSONNEL WILL MANAGE
Restrict vehicle access to one entry/ exit point. adding gravel to the access END OF EACH DAY.
point to allow all weather entry / exit, to reduce the amount of soil carried of
PEDESTRIANS IN THE VICINITY OF THE SURROUNDING
the site by vehicels, and to provide a perminent base for the driveway. RESORT DWELLINGS.
SEDIMENT & EROSION CONTROL
STAR PICKETS AT 1. THE CONTRACTOR SHALL INSTIGATE ALL SEDIMENT AND
3.0 METRE CENTRES EROSION CONTROL MEASURES IN ACCORDANCE WITH
APPROVED GEOTECHNICAL
RELEVANT REGULATORY REQUIREMENTS.
FILTER FABRIC 2. THE SEDIMENT & EROSION CONTROL PLAN PRESENTS
DELIVERY DROP CONCEPTS ONLY, THE CONTRACTOR SHALL AT ALL TIMES BE
OFF ZONE RESPONSIBLE FOR THE ESTABLISHMENT & MANAGEMENT OF
500 MIN.
FILTER AGGREGATE
A DETAILED SCHEME MEETING COUNCIL'S DESIGN, AND ALL
OTHER REGULATORY AUTHORITY REQUIREMENTS.
3. WHERE PRACTICAL, THE SOIL EROSION HAZARD ON THE
200
SITE SHALL BE KEPT AS LOW AS POSSIBLE. TO THIS END,
WORKS SHOULD BE UNDERTAKEN IN THE FOLLOWING
100
SEQUENCE:
a. INSTALL ALL TEMPORARY SEDIMENT FENCES AND
BARRIER FENCES. WHERE FENCES ARE ADJACENT TO EACH
SILT FENCE BARRIER DETAIL CONSTRUCTION OTHER THE SEDIMENT FENCE CAN BE INCORPORATED INTO
NOT TO SCALE THE BARRIER FENCE.
MATERIAL b. CONSTRUCT TEMPORARY STABILISED SITE ACCESS.
STORE INCLUDING SHAKE DOWN AND WASH PAD.
LINE OF EXISTING DWELLING c. INSTALL SEDIMENT CONTROL MEASURES AS OUTLINED ON
CONSTRUCTION MANAGEMENT NOTES ON GROUND FLOOR THESE SEDIMENT AND CONTROL PLANS (ONCE APPROVED).
4. THE CONTRACTOR SHALL UNDERTAKE SITE DEVELOPMENT
1. NO VEGETATION OR GRASS COVER IS TO BE REMOVED EXCEPT WITHIN WORKS SO THAT LAND DISTURBANCE IS CONFINED TO
AREAS OF NEW CONSTRUCTION
AREAS OF MINIMUM WORKABLE SIZE.
2. INSTALL HAY BALES OR SEDIMENT CONTROL FENCING AS NECESSARY TO 5. AT ALL TIMES AND IN PARTICULAR DURING WINDY AND DRY
ENSURE THAT SILT FROM ANY DISTURBED AREAS IS TRAPPED ON-SITE
WEATHER, LARGE, UNPROTECTED AREAS WILL BE KEPT
3. PROVIDE BARRIERS AROUND ALL CONSTRUCTION WORK ON THE FOOTPATH MOIST (NOT WET) BY SPRINKLING WITH WATER TO KEEP
AREA TO PROVIDE SAFE EXTERNAL ACCESS FOR PEDESTRIANS
DUST UNDER CONTROL. TACIFIERS MAY BE USED TO
4. ALL WASTE MATERIALS ARE TO BE REMOVED FROM SITE OR STOCKPILED CONTROL DUST DURING EXTENDED PERIODS OF DRY
WITHIN THE SITE PRIOR TO REMOVAL. WEATHER.
5. ALL CONSTRUCTION MATERIALS & SITE SHEDS ARE TO BE KEPT 6. ANY SAND USED IN THE CONCRETE CURING PROCESS
WITHIN THE SITE AT ALL TIMES.
(SPREAD OVER THE SURFACE) SHALL BE REMOVED AS SOON
AS POSSIBLE AND WITHIN 10 WORKING DAYS FROM
SOIL & WATER MANAGEMENT NOTES PLACEMENT.
7. WATER SHALL BE PREVENTED FROM ENTERING THE
1. WHEREVER POSSIBLE, EXISTING VEGETATION & GRASS COVER IS PERMANENT DRAINAGE SYSTEM UNLESS THE CATCHMENT
TO BE LEFT UNDISTURBED AREA HAS BEEN STABILISED AND/OR ANY LIKELY SEDIMENT
2. REMOVAL OR DISTURBANCE OF VEGETATION & TOP SOIL SHALL BE HAS BEEN FILTERED OUT.
CONFINED TO WITHIN 3m OF THE APPROVED BUILDING AREA. 8. TEMPORARY SOIL AND WATER MANAGEMENT STRUCTURES
3. TEMPORARY SILT FENCE ( AS SHOWN ) TO BE INSTALLED PRIOR TO THE SHALL BE REMOVED ONLY AFTER THE LANDS THEY ARE
COMMENCEMENT OF ANY EARTHWORKS AND MAINTAINED THROUGHOUT PROTECTING ARE STABILISED / REHABILITATED.
THE CONSTRUCTION PERIOD. AND PARTICULARLY AFTER STORM EVENTS. 9. THE CONTRACTOR SHALL ALLOW FOR THE ESTABLISHMENT
PROPOSED TREES TO BE
REMOVED SHOWN RED DASHED OF ANY OTHER EROSION PROTECTION MEASURES. (IF
APPLICABLE).
10. THE CONTRACTOR SHALL REGULARLY INSPECT (MINIMUM
TWICE PER WEEK) ALL EROSION AND SEDIMENT CONTROL
MEASURES TO ENSURE THEY ARE OPERATING EFFECTIVELY.
REPAIRS AND/OR MAINTENANCE SHALL BE UNDERTAKEN
REGULARLY AND AS REQUIRED, PARTICULARLY FOLLOWING
STORM EVENTS.
11. ACCEPTABLE RECEPTORS SHALL BE USED FOR CONCRETE
AND MORTAR SLURRIES, PAINTS, ACID WASHINGS, LIGHT-
WEIGHT WASTE MATERIALS AND LITTER. WASTE FROM
THESE RECEPTORS SHALL BE DISPOSED OF IN
ACCORDANCE WITH REGULATORY AUTHORITY
REQUIREMENTS. PAY ALL FEES AND PROVIDE EVIDENCE OF
PROPOSED TREES TO BE SAFE DISPOSAL.
RETAINED TYPICALLY SHOWN
PARKING AND HOURS OF OPERATION
• CONTRACTORS MUST PARK INSIDE THE BOUNDARIES OF
LOT 17. NO CAR SHALL BLOCK OR INTERFERE WITH THE
ACCESS PATH OF ANY NEIGHBOURING DWELLING.
• ALL HOURS OF WORK ARE TO BE IN ACCORDANCE WITH
THOSE PRESCRIBED IN COUNCILS CONDITIONS..
Client Address Drawn Scale
NOTE: GENERAL NOTES: NOTE:
WADLAND - AMENDED DA
All work to be carried out in accordance with the Building Code of Australia, all Local and Do not scale off the drawings unless otherwise stated and use figured DM 1 : 50@A1
All existing & overall dimensions are nominal & subject to verification on
site. where any discrepancy occurs between new work & existing State Government Ordinances, relevant Australian Standards, Local Electricity and Water dimensions in preference. All dimensions are to be checked and verified on site WADLAND 'THE HASTINGS' - LOT 17, 30 Check Issue
dimensions - existing dimensions/work should take preference where Authorities Regulations and all other relevant Authorities concerned. before the commencement of any work, all dimensions and levels are subject to
necessary - otherwise notify Innovate Architects Pty Ltd. All structural work and site drainage to be subject to Engineer's details or certification final survey and set-out. No responsibility will be accepted by this firm for any
variations in design, builder's method of construction or materials used,
HASTINGS ST, NOOSA HEADS GJ
Selected termite protection to be used on site in accordance with local
council's requirements, B.C.A and all relevant Australian Standards.
where required by Council. This shall include r.c. slabs and footings, r.c. and steel beams
and columns, wind bracing to AS 1170 and AS4055, anchor rods or bolts, tie downs, fixings
etc., driveway slabs and drainage to Council's satisfaction.
deviation from specification without permission or accepted work practices
resulting in inferior construction. Locate and protect all services prior to G MINOR CHANGE APPPLICATION APR 2022 BC
Project
Suite 9b, 32 Frederick Street
Oatley NSW 2223
T
F
02 9585 1855
02 9585 1844
M E M B E R Date
AUG 2020
G
All timbers to be in accordance with SAA Timber Structure Code AS1720 and SAA Timber construction. Drawing Title E [email protected]
F SKETCH OPTION FOR REVIEW MAR 2022 DM PO BOX 214 Oatley NSW
S Smoke detectors to comply with requirements of specification e1.7 (NSW) Framing Code AS 1684. All work to be carried out in a professional and workmanship like W www.innovate.com.au
Job Number Sheet
fire and smoke alarms shall comply with AS 3786 and be connected to the
main power supply.
manner according to the plans and specification. COPYRIGHT CLAUSE:
E
D
AMENDED DEVELOPMENT APPLICATION
AMENDED DEVELOPMENT APPLICATION
FEB 2022
OCT 2020
DM
DM ALTERATIONS AND CONSTRUCTION REGIST ERED ARCHIT ECT S
This drawing and design is the property of Innovate Architects Pty Ltd and C AMENDED DEVELOPMENT APPLICATION SEP 2020 DM
ADDITIONS TO EXISTING MANAGEMENT PLAN Nominated Architect
04
ISSUE
should not be reproduced either in part or whole without the written consent of Cameron Jones
B AMENDED DEVELOPMENT APPLICATION AUG 2020 DM 7143
this firm. 0 0.5 1 1.5 2 2.5
A
ISSUE
DEVELOPMENT APPLICATION
AMENDMENT
MAY 2020
DATE
DM
INT.
DWELLING
The text continues on section 6.