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plans
Attached to the e-mail Operational Works Application OPW22/0145 - DA form 1 - Plans - Cover letter - 26 Dayspring St SUNRISE BEACH.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawn Last Published: Monday, 16 May 2022 12:30 PM
SHEET INDEX SUSTAINABILITY COMMITMENTS GENERAL INFORMATION
COVER SHEET 1
SITE PLAN 1:250 2 PRELIMINARY SUSTAINABILITY COMPLIANCE FOR ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCC AND
YOUR HOME REQUIRES FURTHER ASSESSMENT TO
SITE PLAN 1:200 3 APPLICABLE AUSTRALIAN STANDARDS AT TIME OF APPROVAL
DETERMINE COMPLIANCE CRITERIA. THIS
GROUND FLOOR PLAN 4
ASSESSMENT WILL BE FINALISED UPON APPROVAL THESE PLANS FEATURE WORKS REQUIRED BY THE OWNER THAT MAY BE
FIRST FLOOR PLAN 5
OF YOUR EXTERNAL COLOUR SELECTIONS TO EXCLUDED FROM THE SCOPE OF THE CONTRACT WITH THE BUILDER, BUT
WINDOW & DOOR SCHEDULES 6 DETERMINE IF VARIATIONS ARE REQUIRED TO THE
ELEVATIONS / SECTION 7 HAVE BEEN INCLUDED IN THESE DRAWINGS TO ASSIST IN THE OVERALL
PROPOSED DWELLING E.G. ADDITIONAL PLANNING AND ASSESSMENT. SOME REGULARLY EXCLUDED WORKS
ELEVATIONS 8 INSULATION, CHANGES IN WINDOW GLAZING / SIZE /
KITCHEN DETAILS 9 INCLUDE DRIVEWAYS, RETAINING WALLS AND SITE DRAINAGE. PLEASE REFER
ORIENTATION ETC. YOU WILL BE ADVISED OF ANY TO YOUR CONTRACT TENDER AND COLOUR SELECTIONS DOCUMENTATION
BATHROOM DETAILS 10 REQUIREMENTS OR ALTERNATIVES ONCE THE FOR DETAILS.
ENSUITE DETAILS 11 ASSESSMENT HAS BEEN COMPLETED.
POWDER ROOM DETAILS 12
POWDER ROOM 2 DETAILS 13 WATER COMMITMENTS
BUILDING INFORMATION
WC DETAILS 14
GROUND FLOOR PITCHING HEIGHT(S): 2615mm
LAUNDRY DETAILS 15 3 STAR (> 7.5 BUT <= 9L/MIN) SHOWER HEADS
FIRST FLOOR PITCHING HEIGHT(S): 2615mm
FLOOR COVERINGS (GF) 16 4 STAR TOILET SUITES
FRAMES AND TRUSSES: STEEL
FLOOR COVERINGS (FF) 17 3 STAR KITCHEN TAPS
ROOF PITCH (U.N.O.): 22.5°
3 STAR BATHROOM TAPS
ELECTRICITY SUPPLY: 3-PHASE
GAS SUPPLY: BOTTLED LPG
236.28 m² TOTAL ROOF AREA
ROOF MATERIAL: SHEET METAL
NO WATER TANK
ROOF COLOUR: MEDIUM
ROOF INSULATION: R3.0 BATTS
NO RETICULATED RECYCLED WATER SUPPLY
WIND DRIVEN ROOF VENTILATORS: 1
158 m² GARDEN/LAWN AREA
WALL MATERIAL: BRICK VENEER, CLADDING
ENERGY COMMITMENTS
WALL COLOUR: MEDIUM
LOT 57 LOCATION MAP
WALL INSULATION: R1.5 BATTS TO ALL CLADDED AREAS
WALL WRAP TO ENTIRE HOUSE #26 DAYSPRING ST , SUNRISE BEACH
HOT WATER SYSTEM
- ELECTRIC (250L) FLOOR INSULATION: N/A
HEATING SYSTEM
- 3-PHASE REVERSE CYCLE AIR CONDITIONING SITE & ENGINEERING INFORMATION
EER 3.5 - 4.0
DESIGN WIND CLASSIFICATION: N2
COOLING SYSTEM
- 3-PHASE REVERSE CYCLE AIR CONDITIONING SITE CLASSIFICATION: P
EER 3.0 - 3.5 SLAB CLASSIFICATION: M
VENTILATION (EXHAUST FANS) SLAB TO BE 85mm THICK (U.N.O.) WITH REINFORCEMENT TO ENGINEERS
- AT LEAST ONE BATHROOM: SPECIFICATIONS & DETAILS OVER A 200µm WATERPROOF MEMBRANE ON A
DUCTED TO OUTSIDE AIR, INTERLOCKED TO BED OF FREE DRAINING COARSE SAND (WHERE SPECIFIED)
LIGHT
PROVIDE BRICK CONTROL JOINTS IN ACCORDANCE WITH N.C.C.
File Location: G:\Queensland\Drafting\Job Files\Job Files 500000\502700 files\502746 - Crawford\Plans\502746 Crawford_AC21.pln
- KITCHEN RANGEHOOD:
DUCTED TO OUTSIDE AIR, MANUAL SWITCH
ON/OFF ALL STEEL FRAMING TO BE DESIGNED TO AS 4100-2020 OR AS/NZS 4600-2018
- NO MECHANICAL VENTILATION TO LAUNDRY
PORCH AREA (TO EAVE)
PRIMARY FLUORESCENT/LED LIGHTING INCLUDING
PORCH (UNDER EAVE) 9.14 COVER
9.14 m² - N/A
NATURAL LIGHTING TO
TOTAL FLOOR AREAS - KITCHEN
- 3 BATHROOM/TOILET
BALCONY 15.83
GARAGE 39.48 ALTERNATIVE ENERGY
LIVING (FIRST FLOOR) 142.75 - PHOTOVOLTAIC SYSTEM - MINIMUM 6.60KW PEAK
LIVING (GROUND FLOOR) 143.72
THIS PLAN ACCEPTED BY:
OUTDOOR LIVING 14.65 OTHER PRELODGEMENT CHECKED AND ACKNOWLEDGED
PORCH 7.26 - GAS COOKTOP, ELECTRIC OVEN
363.69 m² - NO FIXED OUTDOOR CLOTHESLINE CLAUSES APPLY
- PLANNING SCHEME APPLIES PLEASE NOTE: NO VARIATIONS WILL BE
ACCEPTED ON THIS PLAN AFTER SIGNING
- RELAXATION REQUIRED
SIGNATURE:
DATE:
© 2022 BRIGHTON HOMES PTY LTD (ABN 59 089 524 050 / ABN 82 003 687 232). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH). BRIGHTON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND
UNDERTAKE THAT YOU WILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF BRIGHTON HOMES PTY LTD.
SPECIFICATION: REVISION DRAWN CLIENT: HOUSE DESIGN: HOUSE CODE: DO NOT SCALE DRAWINGS, USE
FIGURED DIMENSIONS ONLY. CHECK
GALLERY MR JOSEPH MICHAEL CRAWFORD & MS KAREN JAYNE CRAWFORD ARIA 37 H-BBRARA10DA
Template Version: 21.029
1 CONSOLIDATED TENDER PLANS RLA 2022.05.16 AND VERIFY DIMENSIONS AND
LEVELS PRIOR TO THE
COPYRIGHT: ADDRESS: FACADE DESIGN: FACADE CODE: COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES TO BE REPORTED
© 2022 26 DAYSPRING STREET, SUNRISE BEACH QLD 4567 EMERSON F-BBRARA10EMSNA TO THE DRAFTING OFFICE.
502746
LOT / SECTION / SP/RP: COUNCIL: SHEET TITLE: SHEET No.: SCALES:
57 / NA / CP N21851 NOOSA SHIRE COUNCIL COVER SHEET 1 / 17
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Full text of sections 2 to 4 (of 9)
Section 2
Last Published: Monday, 16 May 2022 12:30 PM
REFER TO SHEET 1 (COVER SHEET) FOR +/- 100mm TOLERANCE TO NOMINATED FINISHED FLOOR LEVELS. SETOUT EXTRA FEES ALERT (Designer/Builder Etc.)
ALL BUILDING INFORMATION REGARDING: SUBJECT TO MAXIMUM DRIVEWAY PROFILE AND/OR ANY FLOOD RELATED LEVELS LOT 57 on N21851
- SUSTAINABILITY REQUIREMENTS This Contour and Feature Survey as prepared by Axis Surveys does not
- SITE CLASSIFICATION CLIENT TO REMOVE TREES, STUMPS, ROOTS AND SLASH/SCRAPE LONG GRASS address the location of boundaries. Because of the age of the subject plan /
# 26 Dayspring St Cnr Wollomia Way
Line
- GENERAL BUILDING INFORMATION AND UNDERGROWTH FROM BUILDING AREA. WHERE STUMPS HAVE BEEN and / or missing boundary pegs, Axis Surveys will require additional fees for
REMOVED THE GROUND IS TO BE FILLED AND COMPACTED. extra control work to enable us to setout any proposed building work. Please
Suburb Sunrise Beach
Sewer
REFER TO WATER MANAGEMENT PLAN
)
contact this office for further advice.
e note
FOR ALL ROOF COLLECTION, SURFACE OWNER SHALL INSTALL AND MAINTAIN AN ALL-WEATHER ACCESS ROAD TO &
WITHIN THE PROPERTY BOUNDARIES AND UP TO THE BUILDING SITE, SUITABLE
DRAINAGE CONNECTIONS AND
Local Auth Noosa Shire Council
ximate
FOR ARTICULATED VEHICLES FOR CONSTRUCTION PURPOSES TO THE
on (Se
DISCHARGE SYSTEMS.
SATISFACTION OF THE BUILDER
WIND CLASSIFICATION N2 Lat:-26.4219 Area 603m²
Appro
SITE CLASSIFICATION P SOIL SURFACE AS PER STA CONSULTING ENGINEERS ES
Locati
WITHIN 1 KM. OF 216018 DATED 4TH MARCH 2022.
BREAKING SALT WATER
YES
NO EVIDENCE OF FILL ON SITE. Long:153.1041
NO ROCK ENCOUNTERED AT TIME OF SITE INVESTIGATION.
WITHIN 100 M. OF SALT WERE TREES IDENTIFIED WITHIN THE ZONE OF INFLUENCE OF THE PROPOSED
NO
WATER BUILDING FOOTPRINT - NO Tree Legend
MINIMUM AHD FLOOR IS THE SITE SUBJECT TO MARINE/COASTAL FALLOUT - YES
NO
LEVEL APPLICABLE
SURVEY AREA NEW
RETAINING WALLS MUST BE PROVIDED IMMEDIATELY AFTER EARTHWORKS AND S
PRIOR TO ANY OTHER SITE WORKS COMMENCING. RESPONSIBILITY FOR
ASCONS
KDRB
LPG MOUNTING BRACKET EXISTING BLOCK RETAINING WALL
RETAINING WALLS INCLUDING REPAIRS OR MAINTENANCE, AS WELL AS REMOVAL AND CONCRETE PAD SHOWN DASHED
LATITUDE 0° 00' 00" S Ø=Trunk Dia
H
SEWER OR REPLACEMENT OF EXISTING FENCING REMAINS WITH THE OWNER. EXISTING TREES TO BE REMOVED
(EXCHANGE BOTTLES ONLY, NO TO BE REMOVED BY OWNER PRIOR
H=Tree Height
N
ALLOWANCE FOR BOTTLES) TO COMMENCEMENT OF WORKS
LONGITUDE 0° 00' 00" E BY OWNER PRIOR TO S=Tree
SL:31.9 EXISTING HOUSE SHOWN DASHED
Existing
COMMENCEMENT OF WORKS
Highset
Spread
House
TO BE REMOVED BY OWNER PRIOR SPOON DRAIN / GULLY GRATE
IL:31.2 TO COMMENCEMENT OF WORKS BY OWNER TO BE CONNECTED TO
STORMWATER OVEFRLOW
(Total Canopy)
DEPTH: 0.7 Ø
4,035mm58°42'40" 33.3433.4g7Brick Wall
APPROX. LOCATION OF RETAINING WALL
WALL / OMP
3,450 WALL
3,000 EAVE
(APPROX.HEIGHT 800mm) BY OWNER AFTER
33.44
2
EARTHWORKS BUT PRIOR TO COMMENCEMENT
33.3
AIR CONDITIONING UNIT
1,500
DRIVEWAY AND RETAINING WALLS BY OF SLAB WORKS. CLIENT TO LIAISE WITH SITE TREE SCHEDULE
.4
6
MANAGER PRIOR TO COMMENCEMENT.
OWNER UNLESS NOTED OTHERWISE IN 33 Proposed Crossover
THE TENDER AND/OR COLOUR RL 32.200 RL 32.716 RL 33.067 No. Name T 'Ø' Spr 'Ø' 'H'
in
Exist
No Mk
Found
SELECTIONS DOCUMENTATION. FILL 0.125 CUT 0.391 CUT 0.742 1 TREE 0.60 m 7.0 m 10.0 m
Timber Fence 32.28 157°30' Timber Fence .2
33
33.11
PROPOSED TREES BY OWNER AFTER 32.14 32.80 32.695 32.91 33.13 33.29
2 TREE 0.50 m 5.0 m 5.0 m
11
32.97
32.58
ing Wall
32
13
10
8
12
7
9
14
No Mk
Garden 32.6432.34
32
Found
.2
32.49 32.54 32.72 32.97
HANDOVER UNLESS NOTED OTHERWISE
6
2.61
32.37
Existing Timber Sleeper Retain 33.18
32.46
3 TREE 0.40 m 6.0 m 5.0 m
.2
32.25 32.34 32.34
Existing Timber Sleeper Retaining Wall
IN THE TENDER DOCUMENTATION.
32.24 HOT WATER SERVICE 8,806 4 TREE 0.30 m 2.0 m 4.0 m
32.31
GARAGE
Floor Level
33.162
15
32
32
THE OWNER(S) SHALL OBTAIN DEMOLITION APPROVAL PRIOR TO THE BUILDER
DAYSPRING STREET
RL 32.23
.3
.3
EXISTING SHED SHOWN DASHED .0
32.4
5 TREE 0.30 m 4.0 m 7.0 m
2
2
33
33
SUBMITTING FOR NEW HOME BUILDING APPROVAL. THE OWNER(S) ARE FULLY APPROX. DRIVEWAY
4,000
TO BE REMOVED BY OWNER EV CAR CHARGER
.2
9
RESPONSIBLE FOR ENSURING THEY HAVE REMOVED ALL EXISTING STRUCTURES AND AS PART OF DEMOLITION (G-FRAM-EV001) BY OWNER 6 TREE 0.60 m 10.0 m 10.0 m
32.18
32.39
32.88
UTILITY SERVICES FROM THE PROPOSED CONSTRUCTION SITE I.E.
PAD RL 62m² TOTAL
32.88
32.03 32.12
- EXISTING HOUSE, CARPORT, SHED, PAVING, PATHS, GARDEN BEDS, DRIVEWAYS, (47m² TO BDY) 7 TREE 0.60 m 10.0 m 10.0 m
Existing
Highset
32.325
House
SWIMMING POOL OR UNDERGROUND TANKS AND ALL BELOW GROUND FOOTING
Existing
8 TREE 0.30 m 4.0 m 7.0 m
CUT RL 32.706
Shed
247°30' 32.94
1
APPROX LOCATION OF SEWER CONNECTION
STRUCTURES.
- REMOVAL OF ANY TREES, STUMPS, BARK OR EXCESSIVE GROWTH WHICH MAY IMPACT
AS PER PRELODGEMENT TO BE CONFIRMED 4,982 32.40 32.29 CUT 0.381 9 TREE 0.30 m 4.0 m 5.0 m
ON SITE BY SITE SUPERVISOR PRIOR TO
WALL .8
Patio
6,686
10.439
32
32.66
ON CONSTRUCTION SITE ACCESS.
32.28
32.28
COMMENCEMENT OF WORKS.
10 TREE 0.40 m 4.0 m 5.0 m
32.07
- ALL BUILDING MATERIALS OR WASTE ON SITE IS TO BE FULLY REMOVED. .33
PORCH / FF
Approx. Invert Level 31.2m
32 70
5
Timber Fence
- ANY DEPRESSIONS TO NATURAL GROUND LEVEL WILL REQUIRE TO BE ADEQUATELY 32.27 . 11 TREE 0.50 m 4.0 m 5.0 m
4,532
32
LOCATION OF SOLAR PANELS .33 32
16
.6
Approximate House
32
.3
Approx. 0.7m deep
Connection Plotted
Supplied Records
From Statutory or
FILLED. .42
32
9
Patio
OMP PROPOSED 32
6,506 12 TREE 0.30 m 6.0 m 7.0 m
31.79
- ANY EXCESS FILL IS REMOVED WHICH MAY IMPACT ON CONSTRUCTION SITE ACCESS.
4 32.2432.11
FILL
32
17
UTILITIES / SERVICES: I.E. OMP 13 TREE 0.30 m 6.0 m 7.0 m
Timber Fence 67°30'
.2
32
RESIDENCE
4
32.24
32.24
.7
2.3532.41
19.0
- GAS METER AND ASSOCIATED PIPE WORK ARE REMOVED BACK TO SITE BOUNDARY.
32
RL 32.444
0
.1
32.2 14 TREE 0.30 m 6.0 m 7.0 m
3
- ELECTRICAL METER AND ASSOCIATED SERVICES ARE REMOVED TO AGREED SAFE
FFL 32.635
32.52
CUT 0.119
No Mk
Found
.4
32.14 Gate 32.07
32.13
DISTANCE (BOUNDARY/POLE).
32
32 15 TREE 0.50 m 4.0 m 6.0 m
.1
Section 3
32.313
Gully
7
- WATER METER REMAINS CONNECTED AND ASSOCIATED PIPE WORK ARE REMOVED 32.16 RL 32.156 16 TREE 0.40 m 8.0 m 9.0 m
19
BACK TO THE WATER METER.
6
Found 262°30'
32
18
FILL 0.169
53.10
.4 5,925
- TELEPHONE & DATA CABLES ARE REMOVED BACK TO SITE BOUNDARY.
5
Concrete Driveway
17 TREE 0.40 m 5.0 m 6.0 m
32.23
- OWNERS TO LOCATE, CUT AND CAP OFF THE EXISTING SEWER AND STORMWATER
31.63
WALL
.2
32.3
31.84
WALL
31.91
31
18 TREE 0.40 m 4.0 m 6.0 m
5,650
32
Timber Fence
CONNECTION POINT TO PREVENT INCIDENCE OF BUILDING MATERIALS ENTERING THOSE
25
5,200
.9
5,432.1202
OMP
9
OMP
No Mk
32
SYSTEMS AND LEAVING YOUR SITE. THESE WORKS ARE TO BE COMPLETED IN 6 19 TREE 0.40 m 4.0 m 5.0 m
.0
10 0'
SEDIMENT
4
5
ACCORDANCE WITH AS 3500 REGULATIONS AND ARE TO CLEAR THE PROPOSED RL 31.904 3.
32.0
20
CONTROL FENCE 3
21
2° 20 TREE 0.30 m 3.0 m 4.0 m
File Location: G:\Queensland\Drafting\Job Files\Job Files 500000\502700 files\502746 - Crawford\Plans\502746 Crawford_AC21.pln
3
DWELLING BY A MINIMUM OF 1.2M, OTHERWISE FURTHER CHARGES MAY APPLY. PLEASE
22
FILL 0.421
.1
29
24
No Mk
Found
32
23
NOTE IF THIS CANNOT BE ACHIEVED THE OWNER WILL NEED TO APPLY TO THE LOCAL 6 32.0
31.24
3.10 ' 21 TREE 0.40 m 4.0 m 4.0 m
3
26.187
No Mk
Found
AUTHORITIES FOR A NEW SEWER CONNECTION POINT, THESE WORKS WILL NEED TO BE
3
.9
30
31
31.52
322° V ve
31
.2
31.41
COMPLETED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 22 TREE 0.40 m 6.0 m 7.0 m
5
W 31.46 337°30' 31.64 Timber Fence 31.90 31.93 l
Va
Meter
No Mk
Found
U/G Power
- OWNER TO HAVE A PLUMBER SUBMIT A FORM 1 TO COUNCIL AND PROVIDE THE BUILDER
23 TREE 0.40 m 4.0 m 8.0 m
WITH A COPY OF THE FINAL INSPECTION CERTIFICATE, ISSUED BY COUNCIL FOR THE CAP 31.8 74
Hyd
SOLAR INVERTER .
AND SEAL INSPECTION TO ALL SERVICES. IF THIS IS NOT PROVIDED THEN FURTHER 31 24 TREE 0.40 m 5.0 m 5.0 m
H
# 22
3-PHASE SOLAR METER BOX
Outlet IL 30.64
CHARGES MAY BE APPLIED BY VARIATION FOR ADDITIONAL WORKS REQUIRED. 30.8 31.6
2
- THE OWNER(S) ARE TO INSTALL A CONDUIT FROM THE CAPPED OFF SEWER POINT TO 31.0 31.2 31.4 31.61 25 TREE 0.50 m 4.0 m 5.0 m
30.77 30.82 30.91 31.06 31.33 31.51
Roofwater
THE SURFACE AND THEN PROVIDE A DETAILED PLAN SHOWING TWO 90 DEGREE 30.67
30.62 Outlet IL 30.98
MEASUREMENTS FROM BOUNDARIES PLUS AND AN INVERT DEPTH LEVEL. THIS SHOULD EXISTING TREES TO BE REMOVED
CUT/FILL CALCULATIONS
Sewer M/H
AHD RL / m 31.076
BE PROVIDED AT THE COMPLETION OF DEMOLITION PRIOR TO BRIGHTON HOMES BY OWNER PRIOR TO
Roofwater
RL 30.84
COMMENCING ON SITE. COMMENCEMENT OF WORKS CUT VOLUME (m³) FILL VOLUME (m³)
TBM Nail in Kerb
ASBESTOS: PROVIE 1x NEW ROOFWATER OUTLET
- A SITE CLEARANCE CERTIFICATE IS REQUIRED TO BE SUPPLIED TO BRIGHTON HOMES TO BE INSTALLED BY PLUMBER 31.70 31.71
BY THE OWNER(S) PRIOR TO BRIGHTON HOMES COMMENCING WORK ON YOUR SITE.
Existing crossover which is
EXISTING DRIVEWAY SHOWN
WOLLOMIA WAY
YOUR DEMOLITION COMPANY SHOULD BE ABLE ARRANGE THIS FOR YOU. DASHED TO BE REMOVED BY
PLEASE NOTE:- OWNER PRIOR TO COMMENCEMENT
RELEVANT DOCUMENTED REPORT EVIDENCE & PICTURES FROM PARTIES CARRYING OUT to remain OF WORKS
THESE SERVICES WILL BE REQUIRED TO ENSURE THE FOLLOWING ASPECTS HAVE BEEN
COMPLETED EFFECTIVELY TO MEET BOTH OF BRIGHTON HOMES LEGAL & CONTRACT
REQUIREMENTS.
GF TOTAL AREA = 205.11m² THIS PLAN ACCEPTED BY:
GF SITE COVERAGE = 34.01%
BERM (0.3m
50 x 25 x 1000 MIN. L SANDBAGS OVERLAP
MEMBRANE TO BE BIDIM U24 ENG TH 15m MIN. HEIGHT)
STAKE OR CONSTRUCTION SITE ONTO KERB
STAR PICKET OR APPROVED EQUIVALENT
0.2m EXISTING
FF TOTAL AREA = 158.58m² PLEASE NOTE: NO VARIATIONS WILL BE
FF SITE COVERGAGE = 26.30%
600
ROADWAY
150
ACCEPTED ON THIS PLAN AFTER SIGNING
GEOTEXTILE GAP BETWEEN SANDBAGS THREE LAYERS OF
BURY APPROXIMATELY 150mm
OF MEMBRANE AND TEMPORARILY
FABRIC
NO
FF
ACTS AS SPILLWAY SANDBAGS WITH SIGNATURE:
RU
50-70mm ENDS OVERLAPPED
NATURAL SURFACE BACKFILL TO RESTORE PRIOR RUNOF
F
DOWNHILL OF MEMBRANE NATURAL SURFACE LEVEL GRAVEL
NOT TO BE DISTURBED RUNOFF FROM PAD
DIRECTED TO SEDIMENTATION TRAP SANDBAG KERB INLET DATE:
SILT FENCING DETAIL TEMPORARY CONSTRUCTION EXIT SEDIMENTATION TRAP
© 2022 BRIGHTON HOMES PTY LTD (ABN 59 089 524 050 / ABN 82 003 687 232). THIS DRAWING IS AN ORIGINAL ARTISTIC WORK WITHIN THE MEANING OF THE COPYRIGHT ACT 1968 (CTH). BRIGHTON HOMES PTY LTD IS THE OWNER OF COPYRIGHT IN THIS DRAWING. YOU HEREBY AGREE AND
UNDERTAKE THAT YOU WILL NOT IN ANY WAY REPRODUCE, COPY, MODIFY, USE OR TAKE ADVANTAGE OF THE DRAWING TO BUILD A HOUSE BASED ON THIS PLAN (WHETHER IN WHOLE OR IN PART) WITHOUT THE PRIOR WRITTEN CONSENT OF BRIGHTON HOMES PTY LTD.
SPECIFICATION: REVISION DRAWN CLIENT: HOUSE DESIGN: HOUSE CODE: DO NOT SCALE DRAWINGS, USE
FIGURED DIMENSIONS ONLY. CHECK
GALLERY MR JOSEPH MICHAEL CRAWFORD & MS KAREN JAYNE CRAWFORD ARIA 37 H-BBRARA10DA
Template Version: 21.029
1 CONSOLIDATED TENDER PLANS RLA 2022.05.16 AND VERIFY DIMENSIONS AND
LEVELS PRIOR TO THE
COPYRIGHT: ADDRESS: FACADE DESIGN: FACADE CODE: COMMENCEMENT OF ANY WORK. ALL
DISCREPANCIES TO BE REPORTED
© 2022 26 DAYSPRING STREET, SUNRISE BEACH QLD 4567 EMERSON F-BBRARA10EMSNA TO THE DRAFTING OFFICE.
502746
LOT / SECTION / SP/RP: COUNCIL: SHEET TITLE: SHEET No.: SCALES:
57 / NA / CP N21851 NOOSA SHIRE COUNCIL SITE PLAN 1:250 2 / 17 1:250
Section 4
Last Published: Monday, 16 May 2022 12:30 PM
1,790
REFER TO SHEET 1 (COVER SHEET) FOR PROVIDE AND INSTALL 3 PHASE REVERSE CYCLE AIR
ALL BUILDING INFORMATION REGARDING: 1,750 40 CONDITIONING SYSTEM. NUMBER AND POSITIONING OF
- SUSTAINABILITY REQUIREMENTS OUTLETS AND THE FINAL LOCATION OF THE RETURN AIR
- SITE CLASSIFICATION 11,945 6,455 1,000 1,120 GRILLE WILL BE DETERMINED ON SITE BY THE AIR
- GENERAL BUILDING INFORMATION CONDITIONING CONTRACTOR AND IS SUBJECT TO TRUSS
200
4,075 3,010 3,383 887 590 LAYOUT AND ANY OTHER CONSTRUCTION CONSTRAINTS.
40
CDP CHARGED DOWNPIPE DIRECTED
TO TANK 225 6,000 Garage 230 FRAME MANUFACTURER TO PROVIDE CLEARANCE FOR
SDP STANDARD DOWNPIPE DIRECTED 90 110 PASSAGE OF FAN COIL UNIT FROM RETURN AIR OPENING TO
TO STORMWATER DISCHARGE 225 3,315 Dining 150 3,780 Kitchen 150 2,350 WIP 75 180 75 1,180 75 540 75 6,000 Garage 75 FINAL FAN COIL LOCATION.
PS Ldry Linen
225 7,245 Dining / Kitchen 150 1,130 REF 75 1,400 75 1,795 Ldry 75
3,120
ALL GROUND
FIRE RESISTANT
FLOOR
PLASTERBOARD
INTERNAL DOORS
TO BETO ANY PART OF THE FASCIA, GUTTERING OR DOWNPIPE THAT
3,040
INSTALLED
BE 2340 HIGH
BEHIND
UNLESS
COOKTOP
NOTED OTHERWISE.
T-BAR DETAIL (PORCH) Pantry IS WITHIN 450mm OF ANY BOUNDARY IS TO BE NON-
225 7,395 Dining / Kitchen 4,475 Store 75
SCALE 1:100 COMBUSTIBLE IN ACCORDANCE WITH THE NCC.
ALL EXTERIOR STEPS AND LANDINGS BY
75 475 75 2,940 Recess 75 470 75
OWNER UNLESS NOTED OTHERWISE ALL EXTERIOR SLABS TO BE GRADED BY CONCRETER TO
V V
ALL GROUND FLOOR BULKHEAD AND
225 8,495 Dining / Kitchen / Hallway 640 2,940 Hallway 620 4,545 Entry 225 710 ACHIEVE APPROX. 1:100 FALL TO OUTSIDE EDGE WITH
BH BH MAXIMUM CROSSFALL OF 30mm OVER ENTIRE SLAB.
200
SQUARE SET OPENING FRAMES TO BE
40
2340 ABOVE FFL UNLESS NOTED
OTHERWISE 1,600 900
MAINS WATER
750 40 LPG MOUNTING BRACKET YARD TAP
REFER TO WINDOW & DOOR SCHEDULES AND CONCRETE PAD
BRICKWORK. REFER TO DETAIL
450
225
FOR FULL DETAILS OF ALL WINDOWS AND (EXCHANGE BOTTLES ONLY, NO AJ
DOORS 1,500 1,800
ALLOWANCE FOR BOTTLES)
PACKED OUT FLUSH WITH
650
RENDERED BLUEBOARD
800 2,000
FINAL WINDOW AND EXTERIOR DOOR EV CAR CHARGER (G-FRAM-EV001)
1,950
AIR CONDITIONING UNIT
SDP
SDP
A
7
1,950
LOCATIONS MAY BE ADJUSTED ON SITE HOT WATER SERVICE
W03
2125 MAX HEIGHT SECTIONAL OVERHEAD DOOR WITH
TO SUIT BRICKWORK GAUGE HWS
120mm HIGH REBATE + AUTO DOOR CONTROLLER
F759x3010 HEAD D02
ALL STAIR TREADS TO PROVIDE A
800
750
AC PAD 1629 OFF FFL 820 (887)
225
225
225
225
225
225
225
MINIMUM SLIP RESISTANCE TO MEET NCC SDP SDP
AJ AJ
590 x 590mm BRICK PIER WITH RENDERED
FINISH AND STRUCTURAL POST TO CORE
REQUIREMENTS
75 555
600
PS
450
510
PROVIDE EXPOSURE GRADE BRICKS AND
75 1,000
LINEN
Linen
FRAMED BULKHEAD TO
630
630
1,290
B-SHEL-PAN001
WIP / Recess
6,030 Garage
2,905 REF / WIP / Recess
820
MORTAR TO ALL EXTERIOR WALLS KITCHEN CUPBOARDS 2340
2,005
OFF FFL AND 630 FROM DUCTED
6,480
PLUMBING STACK
5,000
PROVIDE ENERGY EFFICIENT LIGHTING TO WALL (D-FRAM-BULK008) RANGEHOOD
LDRY GARAGE
1300 SS
1,150
1330 SS
KITCHEN 900900COOKTOP
2,905 Ldry
BULKHEAD
B'PTY
A MINIMUM 80% OF TOTAL FIXED
1,375
ARTIFICIAL LIGHTING AS REQUIRED BY OVEN
AC
TO WIP DIRECT
PROVIDE ADDITIONAL WALL
820
1,830 Ldry
SQUARE SET FRIDGE 700
MP4.1 - (A3) SUSTAINABLE BUILDING STICK
FRAME FOR WALL HUNG DRYER
SFS/FFF2080x3010
75
CORNICE SPACE (FC1000)
2 x 620 (D-FRAM-ELEC006)
825 75
UNLESS NOTED OTHERWISE
5,140 Dining
A
PANTRY
1,100
5,590
DINING
Pantry
Pantry
ALL ROOMS ARE REFERENCED REF WM
900
3,010
825
W04
D B B-SHEL-PAN001
600
AS FOLLOWS:
450
BREAKFAST BAR DRY
75
C AC 1110WP
11,850 Overall
2,680 1,030
75
75
75
75
PROVIDE NON CORROSIVE BRICK TIES IN PROVIDE CONDUIT 4,460 STORE
75 1,100
Store
1,530 590
820
LIEU OF STANDARD DUE TO PROXIMITY TO TO ISLAND BENCH
UP
1,340
Stairs
1,325
27 830
SALTWATER.
550
2R+G = 612 (OK)
225
9,450 Family / Kitchen
1,220 75125 75
1,220 75125 75
75
RISERS = 16 @ 186mm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
590
PROVIDE R4 RATING TO STRUCTURAL AJ (BROOM FINISH)
Hallway / Recess
GOINGS = 15 @ 240mm
V
V
MAINS WATER
STEEL DUE TO PROXIMITY TO STRUCTURAL POST BULKHEAD OVER
ENTRY
AJ
PORCH
225 180 75 1,500 Robe 75 1,770 Guest Bed 75 1,620 Entry
OVER 200
YARD TAP
1200 (1267)
1,290
BULKHEAD
BULKHEAD
1,100 710
Porch
1,320
1,320
SALTWATER. (PB)
1,267
1,420
TO SUPPORT BEAM
2400H
OVER
SQUARE SET
D01
SQUARE SET 70mm
BH
BH
CORNICE
200mm T-BARS (SEE DETAIL)
230mm BRICKWORK SUPPORTED ON
CORNICE SETDOWN
STEEL BEAM OVER TO ENGINEERS DETAILS 625 620 1,710
2940 SS DIRECT STICK
590 27
225
AJ
4,000
75
75
1000 SS
132
FSS2427
The text continues on section 5.