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CLIENT: PROJECT:
DRAWING NAME:SCALE @ A3
PROPOSED RESIDENCE FOR
PAGE NO:OF 09
PLAN NUMBER:
DRAWN:
CHECKED:
DATE:
M: 0419 786 578M: 0403 508 705E: [email protected]
USE SCALE & RULER AS A GUIDE ONLYAREI DESIGNS AT
NTS BEN DYE
BEN DYELOT 116 AREI CRESCENT
AUGUSTA
AREI DESIGNS
W: areidesigns.com.auABN: 31614195818QBCC LIC: 15040397
C COPYRIGHT AREI DESIGNS ALL RIGHTS RESERVED
AREI PLAN CODE:
COVER
01A001-17
01/01/17
SERIES 3 ASC1
PAGE LIST
PAGE NO PAGE TITLE
01 COVER
02 SITE PLAN
03 FLOOR PLAN
04 3D VIEWS
05 ELEVATIONS
06 CROSS SECTION
07 FOUNDATION PLAN
08 ELECTRICAL & FIXTURES PLAN
09 ROOF DRAINAGE
REV. REVISION DESCRIPTION APPROV. DATE
A CONSTRUCTION ISSUE 01/01/17
GENERAL NOTES:
1. ALL DESIGN, CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH:• THE CURRENT NATIONAL CONSTRUCTION
CODES (NCC)• THE QUEENSLAND DEVELOPMENT CODE
(QDC)• BUILDING REGULATIONS• CURRENT ISSUES OF AUSTRALIAN
STANDARDS & MANUFACTURERS SPECIFICATIONS & INSTALLATION DETAILS FOR MATERIALS USED
2. THESE PLANS ARE TO BE READ IN CONJUNCTION WITH CONTRACT DOCUMENTS AND ENGINEERS DRAWINGS AND SPECIFICATIONS. RESPONSIBLE PARTIES ARE TO BE NOTIFIED OF ANY DISCREPANCIES.
3. SUBSTITUTION OF ANY STRUCTURAL MEMBERS & OR VARIATIONS TO ANY PART OF THE DESIGN WILL VOID ANY RESPONSIBILITIES OF THE BUILDING DESIGNER FOR THE STRUCTURAL INTEGRITY & PERFORMANCE OF THE BUILDING.
4. 3D VIEWS, PERSPECTIVES AND ILLUSTRATIONS ARE INTENDED TO BE A VISUAL AID ONLY, THEY ARE NOT PRESCRIPTIVE BUT INDICATIVE ONLY. THE IMAGES ARE NOT TO BE RELIED UPON IN ANY WAY FOR FINAL CONSTRUCTION FINISHES AND RESULTS.
5. ALL DIMENSIONS IN MILLIMETERS.6. DIMENSIONS TAKE PREFERENCE TO SCALE AND
ARE TO STRUCTURE NOT FINISH ON NEW WORK. EXISTING WALLS MAY BE NOMINALLY DIMENSIONED.
7. ALL DIMENSIONS, DETAILS, SITE LEVELS AND FINISHED FLOOR LEVELS TO BE CONFIRMED BY CONTRACTOR BEFORE COMMENCEMENT OF ANY CONSTRUCTION AND RESPONSIBLE PEOPLE NOTIFIED OF ANY DISCREPANCIES.
8. MANUFACTURER'S SPECIFICATION MEANS A CURRENT APPROVED SPECIFICATION FOR USE UNDER THE CONDITIONS APPLICABLE THESE DRAWINGS ARE AVAILABLE DIGITALLY, IF REQUIRED.
9. ANY DATA SUPPLIED BY OTHERS AND SHOWN ON THESE DRAWINGS ARE NOT THE RESPONSIBILITY OF THIS DESIGNER. ALL USERS OF THESE DRAWINGS ARE ADVISED TO CHECK OTHER SUPPLIED DATA.
10. OWNER REMAINS RESPONSIBLE FOR ONGOING MAINTENANCE OF BUILDING. STRUCTURAL ELEMENTS IN PARTICULAR ARE TO REMAIN PROTECTED BY THE METHODS SHOWN AND LISTED IN THESE DRAWINGS.
ROOF DRAINAGE NOTES:
1. ALL GUTTER AND DOWNPIPE WORKS TO AS/NZS 3500.3 AND CURRENT NCC VOLUME 2 PART 3.5.2.
2. DOWNPIPES (DP) TO BE 100mmØ UPVC.3. TEMPORARY DOWNPIPES TO BE PROVIDED AT DP
LOCATIONS DURING CONSTRUCTION DRAINING ROOFWATER ONTO GROUND, 2M MIN AWAY FROM BUILDING.
4. ALL STORMWATER, DOWN PIPES, RAIN WATER TANKS & SITE DRAINAGE TO BE SIZED & LOCATED BY THE HYDRAULIC CONSULTANT/ PLUMBER IN ACCORDANCE WITH NCC VOL. 2.3.1.2 & 3.5.2 AND QDC MP4.2/ LOCAL PLANNING SCHEME HOUSE CODE AND AS 3500 ALL PARTS.
5. THE ROOF DRAINAGE SYSTEM MUST BE PROVIDED WITH AN OVERFLOW TO PREVENT THE BACKFLOW OF WATER INTO THE BUILDING.
6. THE AREA SPECIFIC RAINFALL INTENSITY MUST BE SELECTED FROM NCC TABLE 3.5.2.1 OR FROM AS/NZ3500.
7. EAVES GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 IN 500 WITH SUPPORT BRACKETS AT 1.2m MAXIMUM CENTRES.
8. BOX GUTTERS MUST BE INSTALLED AT A FALL NOT LESS THAN 1 IN 100 IN ACCORDANCE WITH AS/NZ3500.3.
9. DOWNPIPES MUST SERVE NOT MORE THAN 12 METERS OF GUTTER LENGTH FOR EACH DOWNPIPE WHICH MUST BE LOCATED AS CLOSE AS POSSIBLE TO VALLEY GUTTERS. EAVES GUTTERS MUST BE PROVIDED WITH AN OVERFLOW SYSTEM WHERE DOWNPIPES ARE LOCATED MORE THAN 1.2 METRES FROM A VALLEY GUTTER.
10. DOWNPIPES (DP) TO BE MAX. 12m LINEAL APART.DP Ø GUTTER MAX ROOF AREA 100mm MIN. 7900mm² MIN 35m² CROSS SECT. AREA
SITE WORKS NOTES:
1. POSITION OF DWELLING TO BE CONFIRMED BY SURVEYOR & CLIENT PRIOR TO ANY SITE WORKS.
2. ALL STORMWATER, DOWN PIPES, RAIN WATER TANKS & SITE DRAINAGE TO BE SIZED & LOCATED BY THE HYDRAULIC CONSULTANT/ PLUMBER IN ACCORDANCE WITH NCC VOL. 2.3.1.2 & 3.5.2 AND QDC MP4.2/ LOCAL PLANNING SCHEME HOUSE CODE AND AS 3500 ALL PARTS.
3. BUILDER TO ENSURE THAT ACTUAL SEWER LINE AND MANHOLE POSITIONS MATCH THOSE AS SHOWN AS BASED ON LOCAL AUTHORITY DOCUMENTS. ANY DISCREPANCIES MUST BE BROUGHT TO ATTENTION AND RESOLVED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4. BUILDER TO DETERMINE APPROPRIATE PLATFORMING METHOD ON SITE PRIOR TO COMMENCEMENT OF ANY WORKS. FINISHED FLOOR LEVEL IS TO BE ABOVE THE MINIMUM LEVEL AS PER LOCAL AUTHORITIES REQUIREMENTS & TO COMPLY WITH NCC VOL. 2.3.1.2.3.
5. FALL OF LAND UNKNOWN AND IS TO BE CONFIRMED ON SITE BEFORE COMMENCEMENT OF CONSTRUCTION. ANY REQUIRED EARTHWORKS INCLUDING CUT, FILL, BATTERS AND RETAINING MUST COMPLY WITH THE CURRENT NCC VOLUME 2 3.1.1, AS 3798 & AS 4200.
6. THE FINISHED SURFACE IMMEDIATELY SURROUNDING THE DWELLING, 1000mm WIDE, IS TO FALL AWAY FROM THE DWELLING AT A SLOPE OF 1 IN 20 MINIMUM.
7. STORMWATER MUST BE CONNECTED TO A LEGAL POINT OF DISCHARGE -• STORMWATER KERB ADAPTERS TO STREET (2
MAX.)• ROOFWATER/STORMWATER PIPE• BUBBLERS TO COUNCIL SPECIFICATION.• RAINWATER TANK, OVERFLOW MUST
CONNECT TO STORMWATER SYSTEM.8. SURFACE DRAINAGE IS TO DISCHARGE EVENLY
WITHIN THE SITE AND WITHOUT NUISANCE TO ADJOINING PROPERTIES.
9. ALL SUB-FLOOR AREAS MUST BE GRADED TO AVOID THE PONDING OF WATER.
10. THE HEIGHT OF FENCES, INCLUDING THE HEIGHT OF RETAINING WALLS ARE NOT TO EXCEED 2.0m ABOVE FINISHED GROUND LEVEL ONLY IF INDICATED ON THE PLANS AND TO LOCAL AUTHORITY APPROVAL.
11. WHERE SERVICES / PIPEWORK ARE LOCATED UNDER DRIVEWAYS AND SLABS CONTRACTORS ARE TO ENSURE ADEQUATE COMPACTION TO TRENCH BACKFILL IS ACHIEVED TO SUPPORT CONCRETE.
PATH/DRIVEWAY NOTES:
1. DRIVEWAY SLOPE NOT TO EXCEED 1:4. CHECK WITH LOCAL AUTHORITY REQUIREMENTS PRIOR TO CONSTRUCTING ANY DRIVEWAYS, PATHWAYS OR CROSSOVERS BETWEEN THE PROPERTY BOUNDARY AND ROAD KERB.
2. PROVIDE A LAYER OF SAND A MINIMUM OF 20mm THICK UNDER THE SLAB, COMPACTED AND LEVELED.
3. SLAB THICKNESS, MESH TO ENGINEERS DESIGN.
TERMITE RISK NOTES:
1. TERMITE CONTROL BARRIERS TO BE IN ACCORDANCE WITH AS 3660.1 AND NCC CLAUSE 3.1.3.2. ANY UNTREATED TIMBER POSTS, STAIRS AND THE LIKE SHALL BE SET 75MM MINIMUM CLEAR OF GROUND
FOR VISUAL TERMITE CONTROL.3. TWO APPROVED NOTICES SHALL BE AFFIXED TO THE DWELLING AS REQUIRED ADVISING OWNERS OF THE
METHOD OF TERMITE RISK MANAGEMENT USED, AND THEIR ONGOING RESPONSIBILITY FOR THE MAINTENANCE OF THE SYSTEMS.
4. BUILDER TO CONFIRM WITH OWNER THE CHOSEN METHOD OF TIMBER PROTECTION.5. OWNER REMAINS RESPONSIBLE FOR ONGOING INSPECTION OF STRUCTURAL TIMBER ELEMENTS, AND THAT
BARRIERS ARE NOT COMPROMISED.6. WHERE CONCRETE SLAB FORMS BARRIER, SLAB TO BE CONSTRUCTED AS PER AS2870. SLAB & FOOTINGS TO
BE "MONOLITHIC". TERMIMESH FLANGE TO BE CLAMPED TO PIPES AND SET IN SLAB. 75MM MIN OF EXPOSED SLAB EDGE TO REMAIN ABOVE FINISHED PERIMETER LEVEL. EXPOSED EDGE NOT TO BE COVERED BY SOIL, RENDERED OR TILED, BUT MAY BE PAINTED. WHERE BRICKWORK CONCEALS EDGE OF SLAB, IN ADDITION TO ABOVE, PROVIDE TERMIMESH BARRIER BELOW D.P.C. FIXED TO SLAB EDGE.
7. INSTALL ANT CAPPING TO ALL BRICK PIERS, TIMBER OR CONC STUMPS. KEEP TIMBER CLEAR OF GROUND WHEN ON STEEL ANCHORS. NON-TIMBER ELEMENTS (EG STEEL POSTS) NEED NO PROTECTION FROM TERMITES.
8. ALL TIMBER IN DIRECT CONTACT WITH CONC TO BE SEPARATED BY G.I. FLASHING.
FLOOR PLAN NOTES:
1. SMOKE ALARMS TO BE INSTALLED IN ACCORDANCE WITH THE NCC PART 3.7.2 - SMOKE ALARMS. SMOKE ALARMS MUST COMPLY WITH AS3786.• ONLY USE PHOTOELECTRIC TYPE SMOKE
ALARMS• ALL SMOKE ALARMS TO BE
INTERCONNECTED• INSTALL LOCATIONS:
1. ON EACH LEVEL OF LIVING SPACE2. OUTSIDE EACH BEDROOM AREA3. IN EVERY BEDROOM
2. WALL FINISHES AND WINDOW TYPES ON 3D VIEWS ARE INDICATIVE ONLY AND ARE NOT PRESCRIPTIVE.
3. BUILDER TO CONFIRM ALL DIMENSIONS PRIOR TO CONSTRUCTION. DIMENSIONS ARE TO FRAME ONLY AND DO NOT INCLUDE CLADDING/LININGS (UNO).
4. S.S. BALUSTRADING TO COMPLY WITH CURRENT NCC VOLUME 2 SECTION 3.9.2.3 'WIRE BALUSTRADING CONSTRUCTION'
5. DOORS TO W.C.'S TO HAVE LIFT OFF HINGES (ONLY IF THE DOORS SWING IN TOWARDS THE W.C).
6. MASONRY CONSTRUCTION TO AS 3700.7. REFER ENGINEERS DRAWINGS & SPECIFICATIONS
FOR ALL STRUCTURAL DETAILS, FRAMING, BRACING, TIE DOWN AND SLAB/FOOTING DETAILS.
8. SEAL WET AREAS IN ACCORDANCE WITH AS3740 & NCC REQUIREMENTS.
9. PROVIDE FLOOR WASTE TO ALL WET AREAS.
3D VIEW NOTES:
1. GROUND LINE OR SLOPE OF SITE IS NOT REPRESENTED ON 3D VIEWS.
2. FURNITURE AND FIXTURES ARE INDICATIVE ONLY AND ARE NOT PRESCRIPTIVE.
3. 3D VIEWS, PERSPECTIVES AND ILLUSTRATIONS ARE INTENDED TO BE A VISUAL AID ONLY, THEY ARE NOT PRESCRIPTIVE BUT INDICATIVE ONLY. THE IMAGES ARE NOT TO BE RELIED UPON IN ANY WAY FOR FINAL CONSTRUCTION FINISHES AND RESULTS.
ELEVATION NOTES:
1. WALL FINISHES AND WINDOW TYPES ARE INDICATIVE ONLY AND ARE NOT PRESCRIPTIVE. REFER TO BUILDERS SPECIFICATIONS FOR DETAILS.
2. GROUND LINE SHOWN ON ELEVATIONS DOES NOT RELATE TO ACTUAL SLOPE OF SITE.
3. FURNITURE AND FIXTURES ARE INDICATIVE ONLY AND ARE NOT PRESCRIPTIVE.
4. ELEVATIONS ARE INTENDED TO BE A VISUAL AID ONLY, THEY ARE NOT PRESCRIPTIVE BUT INDICATIVE ONLY. THE IMAGES ARE NOT TO BE RELIED UPON IN ANY WAY FOR FINAL CONSTRUCTION FINISHES AND RESULTS.
SECTION NOTES:
1. TRUSS DESIGN IS INDICATIVE ONLY AND IS NOT PRESCRIPTIVE. FINAL DESIGN TO TRUSS MANUFACTURER SPECIFICATIONS.
2. ALL PINE TO BE JD4 MIN.3. ALL HWD. TO BE F14 MIN.4. GROUND LINE SHOWN DOES NOT RELATE TO
ACTUAL SLOPE OF SITE.5. FURNITURE AND FIXTURES ARE INDICATIVE ONLY
AND ARE NOT PRESCRIPTIVE.6. SECTIONS ARE INTENDED TO BE A VISUAL AID
ONLY, THEY ARE NOT PRESCRIPTIVE BUT INDICATIVE ONLY. THE IMAGES ARE NOT TO BE RELIED UPON IN ANY WAY FOR FINAL CONSTRUCTION FINISHES AND RESULTS.
FOUNDATION NOTES:
1. THESE PLANS ARE TO BE READ IN CONJUNCTION WITH CONTRACT DOCUMENTS AND ENGINEERS DRAWINGS AND SPECIFICATIONS. RESPONSIBLE PARTIES ARE TO BE NOTIFIED OF ANY DISCREPANCIES. SITE CLASSIFICATION IS TO BE CONFIRMED BY INSPECTION OF FOOTING EXCAVATIONS.
2. PLUMBER RESPONSIBLE TO LOCATE AND CONFIRM SEWER HOUSE CONNECTION LOCATION ACCURATELY PRIOR TO COMMENCEMENT. PLUMBER IS TO VERIFY WITH SITE SUPERVISOR PRIOR TO SETTING OUT FIXTURE DRAINAGE POINTS. NO AMENDMENTS OR SPECIAL FIXTURES HAVE BEEN NOMINATED.
3. WHERE SERVICES / PIPEWORK ARE LOCATED UNDER DRIVEWAYS AND SLABS CONTRACTORS ARE TO ENSURE ADEQUATE COMPACTION TO TRENCH BACKFILL ACHIEVED TO SUPPORT CONCRETE.
4. REBATE GARAGE DOORS & SLIDING GLASS DOORS 20mm, AND SHOWER RECESSES 50mm IN LOCATIONS SHOWN.
5. ACCORDING TO MANUF' SPEC. OR BUILDERS DIRECTIONS.
6. MINIMUM COVER TO GROUND - 50mm.7. TOP COVER TO SLAB REINFORCEMENT - 30mm.8. GRADE FINISHED GROUND SURFACE TO DIVERT
WATER AWAY FROM BUILDING.9. WATERPROOF MEMBRANE IS 0.2mm
POLYETHYLENE. JOINTS ARE TO BE LAPPED 300mm AND TAPED.
10. REINFORCEMENT TO BE SUPPORTED ON PLASTIC CHAIRS AT 1000mm CRS.
11. ALL CONCRETE IS TO BE MECHANICALLY VIBRATED DURING PLACING.
12. FILL MATERIAL AND SAND UNDER SLABS IS TO BE COMPACTED TO 95% OF MAX. DRY DENSITY.
13. FLOORS TO ALL WET AREAS TO HAVE A FALL TO A FLOOR WASTE.
ELECTRICAL NOTES:
1. SMOKE ALARMS TO BE INSTALLED IN ACCORDANCE WITH THE NCC PART 3.7.2 - SMOKE ALARMS. SMOKE ALARMS MUST COMPLY WITH AS 3786.• ONLY USE PHOTOELECTRIC TYPE SMOKE
ALARMS• ALL SMOKE ALARMS TO BE
INTERCONNECTED• INSTALL LOCATIONS:
1. ON EACH LEVEL OF LIVING SPACE2. OUTSIDE EACH BEDROOM AREA3. IN EVERY BEDROOM
2. THIS PLAN IS INDICATIVE ONLY AND IS TO BE USED ONLY AS AN EXAMPLE. OWNERS TO NOMINATE FINAL POSITIONS OF ELECTRICAL APPLIANCES, LIGHTING AND ELECTRICAL FITTINGS.
PROPOSED RESIDENCE FOR
AREI DESIGNS
CONSTRUCTION DRAWINGS
ADDRESS
LOT 116 AREI CRESCENT AUGUSTA
EXAMP
LE PLA
N ONLY
1500
6000
1500
3820
AREI CRESCENT
27° 24' 00"
34.092 m
117° 24' 25"
19.400 m
207° 24' 00"
34.092 m
297° 24' 25"
19.400 m
LOT 116
SP 250657
LOT 117SP 250657
LOT 115SP 250657
LINE OF WALL
6452
6450
KERB
DRIVEWAY
CLIENT: PROJECT:
DRAWING NAME:SCALE @ A3
PROPOSED RESIDENCE FOR
PAGE NO:OF 09
PLAN NUMBER:
DRAWN:
CHECKED:
DATE:
M: 0419 786 578M: 0403 508 705E: [email protected]
USE SCALE & RULER AS A GUIDE ONLY
1:200
AREI DESIGNS AT
BEN DYE
BEN DYELOT 116 AREI CRESCENT
AUGUSTA
AREI DESIGNS
W: areidesigns.com.auABN: 31614195818QBCC LIC: 15040397
C COPYRIGHT AREI DESIGNS ALL RIGHTS RESERVED
AREI PLAN CODE:1 3 5 7 9
0m 2m 4m 6m 8m 10m
SITE PLAN
02A001-17
01/01/17
SERIES 3 ASC1
PROPERTY DESCRIPTION
LOT: 116 SP250657SUBURB: KIRKWOODLOCALITY: GLEN EDENLOCAL AUTHORITY: GRCZONING: LD RESIDENTIAL AREA OF LOT - 661m²AREA OF RESIDENCE - 208.1m²SITE COVERAGE - 31.48%
AREA OF DRIVEWAY - 60m²
COUNCIL ONLINE MAPPING AERIAL VIEW
PP
DP
LEGEND
W
H
GM
WATER CONNECTION
TELSTRA PIT
ELECTRICAL TURRET
MAN HOLE
SEWER LINE
STREET LIGHT
POWER POLE
CONTOUR LINE
EXISTING RETAINING
NEW RETAINING
ROOF LINE
STORM WATER PIT
STORM WATER LINE
FENCE
ELECTRICAL
HYDRANT
TELSTRA COMMUNICATIONS
UNDERGROUND GAS MARKER
WATER LINE
100mm DOWN PIPE
T
REV. REVISION DESCRIPTION APPROV. DATE
A CONSTRUCTION ISSUE 01/01/17
EXAMP
LE PLA
N ONLY
PATIOCONCRETE
DININGTILE
KITCHENTILE
LIVINGTILE
ENTRYTILE
PORCHCONCRETE
GARAGECONCRETE
STUDYTILE
WIPTILE
LDRYTILE
W.CTILE
BATHTILE
BED 2CARPET
BED 3CARPET
MASTERCARPET
WIRCARPET
WIRCARPET
ENSTILE
LINEN
LINEN
CUP'D
ROBEROBE
18/21 S.WW17
18/06 LU
W12
18/075 CNR F.GW11
18/06 LUW13
21/045 LU
W14
18/09 LU
W8
21/06 F.GW10
21/06 F.GW9
12/15 S.WW1
21/15 SL.G.DW2
09/06 S.WW3
12/15 S.WW4
18/12 S.WW5
18/12 S.WW6
18/06 D.HUW18
12/18 LU
W15
06/18 S.WW16
21/36 SL.G.D STACKER
W7
820
D10
210/75
OPENING
21/075
OPENING
820D4
820D3
720
D6
720D5
820
D2
820
D1
21/48 PANEL LIFT
D7
920
D8
720
D11
820
D9
21/10OPENING
15/078
NICHE
21/095
OPENING
BATH
VANITY
SHWR
W/M
TUB
SHWRVANITY
W.C.
SINK
FRIDGE
W.C.
D/W
ASH
U/B OVENH/PLATE
2.400m CEILING HEIGHTCONCRETE CONSTRUCTION
450 O/H FROM O/S BRICK 20° COLORBOND
450 O/H FROM O/S BRICK 20° COLORBOND
OHC
OHC
1140 4680 8830 4700
3940
1500
1500
6240
450
1590 1550 3410 12800
480
3250
3430
2420
4050
1400 5970
2670
4504230
150 1903890
150
190
3710
1270
930190 150
1130
1870
150
190
1530
19350
19350
13630
13630
220
2990
220
220
2990
70
2350
220
220
3210
70
5410
220
220
530
70
3060
70
950
70
4390
220
220
530
70
3060
70
950
70
2160
70
2160
220
220
5800
220
220
1570
70
1570
70
4020
220
220
3500
220
220
3210
7095070
530
70
2400
70
1800
70
3500
220
220
2190
70
1970
70
530
70
2400
7078070
950
70
3500
220
220
3210
70
950
70
8440
220
220
3210
70
950
70
8440
220
2201450
701450
220
2201480
701450
701450
701480
701900
70950
701620
70530
705900
220
2208390
220
2204050
2101460
220
2203240
701300
704050
2101460
220
2203000
703000
701900
70950
701620
70530
705900
220
2201500
901800
709480
705900
220
2201500
902790
701300
704050
901330
701580
220
2201500
902790
701300
704050
901330
701580
705900
220
750
2890
750
1000 3050
950
70
780
1300 900 1250 600
4520
3920
1040
960
1270
600 ENS
ENS
ENS
ENS
BED 3
BED 3
BED 3
BED 3
BED 2
BATH
BATH
BATH
BED 2
BED 2
ROBE
ROBE
ROBE
ROBE
ROBE
ROBE
MASTERMASTER
MASTER
MASTER
MASTER
MASTER
MASTERENS WIR
WIR
WIR
WIR
WIR
HALL
HALL
HALL
HALL
HALL
HALL
KIT/DIN
HALL
KITCHEN
KITCHEN
KITCHEN
KITCHEN
KITCHEN
OPENING
KITCHEN
KITCHEN
KITCHEN
KITCHEN
ENTRY
ENTRY
ENTRY
WIP
WIP
WIP
WIP
STUDY
STUDY
STUDY
LIV/DIN
LIV/DIN
LIV/DIN
LIV/DIN
OPENING
NICHE
KIT/DIN
OPENING
NICHE
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
CUP'D
CUP'D
LINEN
LINEN
LINEN
LINEN
LDRY
LDRY
LDRY
W.C
W.C
HALL
KITCHEN
BATH
190x190 F14 HWD POST,DURABILITY 1 OR 2
220mm BRICK VENEER
OPENING
OPENING
CLIENT: PROJECT:
DRAWING NAME:SCALE @ A3
PROPOSED RESIDENCE FOR
PAGE NO:OF 09
PLAN NUMBER:
DRAWN:
CHECKED:
DATE:
M: 0419 786 578M: 0403 508 705E: [email protected]
USE SCALE & RULER AS A GUIDE ONLY
1:100
AREI DESIGNS AT
BEN DYE
BEN DYELOT 116 AREI CRESCENT
AUGUSTA
AREI DESIGNS
W: areidesigns.com.auABN: 31614195818QBCC LIC: 15040397
C COPYRIGHT AREI DESIGNS ALL RIGHTS RESERVED
AREI PLAN CODE:.5 .5 .5 .5 .5
0m 1m 2m 3m 4m 5m
FLOOR PLAN
03A001-17
01/01/17
SERIES 3 ASC1
A
B
C
D
WINDOW SCHEDULE
MARK SIZE DESCRIPTION
W1 1200 x 1500 ALUM. FRAMED SLIDING WINDOW
W2 2100 x 1500 ALUM. FRAMED SLIDING GLASS DOOR
W3 900 x 600 ALUM. FRAMED SLIDING WINDOW
W4 1200 x 1500 ALUM. FRAMED SLIDING WINDOW
W5 1800 x 1200 ALUM. FRAMED SLIDING WINDOW
W6 1800 x 1200 ALUM. FRAMED SLIDING WINDOW
W7 2100 x 3600 ALUM. FRAMED SLIDING GLASS DOOR
W8 1800 x 900 ALUM. FRAMED LOUVERS
W9 2100 x 300 ALUM. FRAMED FIXED GLASS
W10 2100 x 300 ALUM. FRAMED FIXED GLASS
W11 1800 x 750 x 750 ALUM. FRAMED CORNER FIXED GLASS
W12 1800 x 600 ALUM. FRAMED LOUVERS
W13 1800 x 600 ALUM. FRAMED LOUVERS
W14 2100 x 450 ALUM. FRAMED LOUVERS
W15 1200 x 1800 ALUM. FRAMED LOUVERS
W16 600 x 1800 ALUM. FRAMED SLIDING WINDOW
W17 1800 x 2100 ALUM. FRAMED SLIDING WINDOW
W18 1800 x 600 ALUM. FRAMED DOUBLE HUNG
DOOR SCHEDULE
MARK SIZE DOOR TYPE
D1 2100 x 820 HOLLOW CORE SWING
D2 2100 x 820 HOLLOW CORE SWING
D3 2100 x 820 HOLLOW CORE SWING
D4 2100 x 820 HOLLOW CORE SWING
D5 2100 x 720 HOLLOW CORE SWING
D6 2100 x 720 HOLLOW CORE SWING
D7 2100 x 4800 PANEL LIFT DOOR
D8 2040 x920 SOLID CORE SWING
D9 2100 x 820 HOLLOW CORE CAVITY SLIDER
D10 2100 x 820 HOLLOW CORE SWING
D11 2100 x 720 HOLLOW CORE CAVITY SLIDER
FLOOR AREAS
GARAGE 38.2 m²
LIVING 148.3 m²
PATIO 17.1 m²
PORCH 4.5 m²
TOTAL 208.1 m²
C CASEMENT WINDOWSL.G.D SLIDING GLASS DOORS.W SLIDING WINDOWA AWNING WINDOWD.HU DOUBLE HUNG WINDOWB.D. BIFOLD DOORSLU LOUVERSSL SIDELIGHTM.V. MECHANICAL VENTSKL SKYLIGHTF.G. FIXED GLASS WINDOW
REV. REVISION DESCRIPTION APPROV. DATE
A CONSTRUCTION ISSUE 01/01/17
LEGEND
EXAMP
LE PLA
N ONLY
CLIENT: PROJECT:
DRAWING NAME:SCALE @ A3
PROPOSED RESIDENCE FOR
PAGE NO:OF 09
PLAN NUMBER:
DRAWN:
CHECKED:
DATE:
M: 0419 786 578M: 0403 508 705E: [email protected]
USE SCALE & RULER AS A GUIDE ONLY
1:150
AREI DESIGNS AT
BEN DYE
BEN DYELOT 116 AREI CRESCENT
AUGUSTA
AREI DESIGNS
W: areidesigns.com.auABN: 31614195818QBCC LIC: 15040397
C COPYRIGHT AREI DESIGNS ALL RIGHTS RESERVED
AREI PLAN CODE: 0m 1.5m 3m 4.5m 6m 7.5m
3D VIEWS
04A001-17
01/01/17
SERIES 3 ASC1
REV. REVISION DESCRIPTION APPROV. DATE
A CONSTRUCTION ISSUE 01/01/17
EXAMP
LE PLA
N ONLY
2100 W
INDOW HT
2400 CEILING HT
5227 OVERALL HT
PITCH20.0°
450
COLORBOND ROOF
EXTERNAL BRICK
2100 W
INDOW HT
2400 CEILING HT
5227 OVERALL HT
PITCH20.0°
450
COLORBOND ROOF
190x190 F14 HWD. POSTDURABILITY 1 OR 2
EXTERNAL BRICK
2100 W
INDOW HT
2400 CEILING HT
5227 OVERALL HT
COLORBOND ROOF
190x190 F14 HWD. POSTDURABILITY 1 OR 2
450
PITCH20.0°
EXTERNAL BRICK
2100 W
INDOW HT
2400 CEILING HT
5227 OVERALL HT
450
PITCH20.0°
COLORBOND ROOF
21/48 PANEL LIFT DOOR EXTERNAL BRICK190x190 F14 HWD. POSTDURABILITY 1 OR 2
CLIENT: PROJECT:
DRAWING NAME:SCALE @ A3
PROPOSED RESIDENCE FOR
PAGE NO:OF 09
PLAN NUMBER:
DRAWN:
CHECKED:
DATE:
M: 0419 786 578M: 0403 508 705E: [email protected]
USE SCALE & RULER AS A GUIDE ONLY
1:100
AREI DESIGNS AT
BEN DYE
BEN DYELOT 116 AREI CRESCENT
AUGUSTA
AREI DESIGNS
W: areidesigns.com.auABN: 31614195818QBCC LIC: 15040397
C COPYRIGHT AREI DESIGNS ALL RIGHTS RESERVED
AREI PLAN CODE:.5 .5 .5 .5 .5
0m 1m 2m 3m 4m 5m
ELEVATIONS
05A001-17
01/01/17
SERIES 3 ASC1
A
B
C
D
ELEVATION A
ELEVATION B
ELEVATION C
ELEVATION D
REV. REVISION DESCRIPTION APPROV. DATE
A CONSTRUCTION ISSUE 01/01/17
EXAMP
LE PLA
N ONLY
BATHKITCHENDINING
CONCRETE SLAB/FOOTING TO ENGINEERS DESIGN
PREFABRICATED ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS
PITCH20.0°
REFER TO TYPICAL SECTION
2100 W
INDOW HT
2400 CEILING HT
5227 OVERALL HT
ROOF BATTENS @ 900 CRS MAX. INTERMITTENT SAFETY BATTENS AS REQUIRED
FOIL WRAP & INSULATION TO MEET CURRENT NCC REQUIREMENTS
SELECT EXTERNAL BRICK WITH WALL TIES TO AS 3700
WEEPHOLES @ 1.2m MAX.INSTALL DAMP PROOF COURSE AS PER NCC REQUIREMENTS
TERMITE MONITORING SYSTEM TO AS 3660. METHOD TO BUILDERS & OWNERS DISCRETION
90/70x35 PINE EXTERNAL TIMBER FRAME MGP1290/70x35 PINE INTERNAL TIMBER FRAME MGP10
SELECTED INSULATION IN ACCORDANCE WITH ENERGY EFFICIENCY AND CURRENT NCC REQUIREMENTS
CONCRETE FLOOR
10mm PLASTERBOARD INTERNAL SHEETINGWET AREA PLASTERBOARD IN COMMON WET AREAS
RIBBON PLATE
35x45 PINE CEILING BATTENSOR METAL FURRING CHANNELS @ 450 CRS MAX
COLORBOND FASCIA AND GUTTER
F.C. SHEET SOFFITS AND INFILLS
COLORBOND ROOF OVER FOIL SARKING
CONCRETE SLAB/FOOTING TO ENGINEERS DESIGN
PREFABRICATED ROOF TRUSSES TO MANUFACTURERS SPECIFICATIONS
LINTEL AS PER ENGINEERS DESIGN
NOTES:• BRACING, CONNECTIONS AND TIE-DOWN TO ENGINEERS DESIGN
• ROOF PITCH AS NOTED ON PLANS AND ELEVATIONS
• OVERHANG AS NOTED ON PLANS AND ELEVATIONS
• PIPE PENETRATIONS TO NCC REQUIREMENTS
CEILING HEIGHT AS PER PLA
NS AND ELEVATIONS
BRICK SILL WITH FLASHING AND WEEP HOLES
WINDOW AND FLASHINGS INSTALLED TO MANUFACTURERS REQUIREMENTS
CLIENT: PROJECT:
DRAWING NAME:SCALE @ A3
PROPOSED RESIDENCE FOR
PAGE NO:OF 09
PLAN NUMBER:
DRAWN:
CHECKED:
DATE:
M: 0419 786 578M: 0403 508 705E: [email protected]
USE SCALE & RULER AS A GUIDE ONLY
1:100
AREI DESIGNS AT
BEN DYE
BEN DYELOT 116 AREI CRESCENT
AUGUSTA
AREI DESIGNS
W: areidesigns.com.auABN: 31614195818QBCC LIC: 15040397
C COPYRIGHT AREI DESIGNS ALL RIGHTS RESERVED
AREI PLAN CODE:.5 .5 .5 .5 .5
0m 1m 2m 3m 4m 5m
CROSS SECTION
06A001-17
01/01/17
SERIES 3 ASC1
1 : 20TYPICAL SECTION
REV. REVISION DESCRIPTION APPROV. DATE
A CONSTRUCTION ISSUE 01/01/17
EXAMP
LE PLA
N ONLY
75mm STEP
1140 4680 8830 4700
3940
1500
1500
6240
450
1370 1550 3410 12800
3430
2420
4050
1400 5970
2670
4504230
150 1903890
150
190
3710
1270
930190 150
1130
1870
150
190
1530
19130
19350
13630
13630
380
540
1470
1735
2930
380
465
970 6800
6450
720
18652760
8140
8955
10470
10900
11155
75mm STEP
RE-ENTRANT BARS
APPROX. FIXTURE POSITION
450
3280
DIMENSIONS TO ALL WASTEPIPES ARE APPROX ONLY.ALTERNATE FIXTURES MAYCAUSE PIPE VARIATION.
SLABMESH TO ENGINEERS SPECIFICATIONS
1900 9500
220
3210
220
2990
220
2201500
BATH
BATH
ENS
ENS
CLIENT: PROJECT:
DRAWING NAME:SCALE @ A3
PROPOSED RESIDENCE FOR
PAGE NO:OF 09
PLAN NUMBER:
DRAWN:
CHECKED:
DATE:
M: 0419 786 578M: 0403 508 705E: [email protected]
USE SCALE & RULER AS A GUIDE ONLY
1:100
AREI DESIGNS AT
BEN DYE
BEN DYELOT 116 AREI CRESCENT
AUGUSTA
AREI DESIGNS
W: areidesigns.com.auABN: 31614195818QBCC LIC: 15040397
C COPYRIGHT AREI DESIGNS ALL RIGHTS RESERVED
AREI PLAN CODE:.5 .5 .5 .5 .5
0m 1m 2m 3m 4m 5m
FOUNDATION PLAN
07A001-17
01/01/17
SERIES 3 ASC1
REV. REVISION DESCRIPTION APPROV. DATE
A CONSTRUCTION ISSUE 01/01/17
EXAMP
LE PLA
N ONLY
ELECTRICAL & FIXTURES LEGEND
DOWN LIGHT RECESSED
FLOOD LIGHT EXTERNAL
FLUORO SINGLE 900mm
TELEVISION POINT
PHONE/DATA POINT
GPO DOUBLE
GPO SINGLE
GPO SINGLE WATERPROOF
METER BOX
CEILING FAN
SMOKE DETECTOR
SYMBOL DESCRIPTION
DISTRIBUTION BOX
FLUORO DOUBLE 900mm
GPO DOUBLE WATERPROOF
OYSTER FLUORO LIGHT
TRACK LIGHT
HEAT LAMP LIGHT
HEAT EXHAUST LIGHT (3in1)
UP/DOWN LIGHT
EXHAUST LIGHT
LED STRIP LIGHTING
EXTERIOR SENSOR LIGHT
ANTENNA
FLOOD LIGHT EXTERNAL (2)
EXHAUST CEILING FAN
EXHAUST WALL FAN
AIR CON HEAD (SPLIT)
AIR CON UNIT (SPLIT)
HOT WATER SYSTEM
DINING
?
ENTRY
LIVING
KITCHEN
MASTER
WIR
WIR
ENS
BED 3 BED 2
BATH
W.C
LDRY
GARAGE
STUDY
WIP
PATIO
PORCH
CLOTHES LINE
LIGHT SWITCHESWALL MOUNTED LIGHTSPOWER OUTLETS (STANDARD)
POWER OUTLETS OTHER
M/WAVE OVEN ROWERM/WAVE UNDER BENCHKITCHEN BENCHREFRIGERATORRANGEHOODD/WASHVANITY BASINSLAUNDRY BENCHW/MACHINE
1150mm AFL2000mm AFL300mm AFL
1800mm AFL300mm AFL1000mm AFL1500mm AFL1800mm AFL300mm AFL1000mm AFL1000mm AFL1500mm AFL
ELECTRICAL LINE
POWER POINT HEIGHTS AFL
2WAY 2WAY
2WAY
2WAY
HOSE COCK
GAS BOTTLES
FLOOR WASTE
PENDANT
CLIENT: PROJECT:
DRAWING NAME:SCALE @ A3
PROPOSED RESIDENCE FOR
PAGE NO:OF 09
PLAN NUMBER:
DRAWN:
CHECKED:
DATE:
M: 0419 786 578M: 0403 508 705E: [email protected]
USE SCALE & RULER AS A GUIDE ONLY
1:100
AREI DESIGNS AT
BEN DYE
BEN DYELOT 116 AREI CRESCENT
AUGUSTA
AREI DESIGNS
W: areidesigns.com.auABN: 31614195818QBCC LIC: 15040397
C COPYRIGHT AREI DESIGNS ALL RIGHTS RESERVED
AREI PLAN CODE:.5 .5 .5 .5 .5
0m 1m 2m 3m 4m 5m
ELECTRICAL & FIXTURES PLAN
08A001-17
01/01/17
SERIES 3 ASC1
REV. REVISION DESCRIPTION APPROV. DATE
A CONSTRUCTION ISSUE 01/01/17
EXAMP
LE PLA
N ONLY
TOTAL ROOF AREA = 252.2m²
450mm ROOF OVERHANG TYP
20° FALL
20° FALL
20° FALL
20° FALL
20° FALL
20° FALL
20° FALL
20° FALL
20° FALL
DP
DP
DP DP
DP
DP DP DP
DP
450mm ROOF OVERHANG TYP
COLORBOND CUSTOM ORB ROOF SHEETINGCOLORBOND FASCIA & GUTTER
CONNECT TO LPOD
CONNECT TO LPOD
KE
RB
KE
RB
CLIENT: PROJECT:
DRAWING NAME:SCALE @ A3
PROPOSED RESIDENCE FOR
PAGE NO:OF 09
PLAN NUMBER:
DRAWN:
CHECKED:
DATE:
M: 0419 786 578M: 0403 508 705E: [email protected]
USE SCALE & RULER AS A GUIDE ONLY
1:100
AREI DESIGNS AT
BEN DYE
BEN DYELOT 116 AREI CRESCENT
AUGUSTA
AREI DESIGNS
W: areidesigns.com.auABN: 31614195818QBCC LIC: 15040397
C COPYRIGHT AREI DESIGNS ALL RIGHTS RESERVED
AREI PLAN CODE:.5 .5 .5 .5 .5
0m 1m 2m 3m 4m 5m
ROOF DRAINAGE
09A001-17
01/01/17
SERIES 3 ASC1
REV. REVISION DESCRIPTION APPROV. DATE
A CONSTRUCTION ISSUE 01/01/17
EXAMP
LE PLA
N ONLY
Sheets01 - COVER02 - SITE PLAN03 - FLOOR PLAN04 - 3D VIEWS05 - ELEVATIONS06 - CROSS SECTION07 - FOUNDATION PLAN08 - ELECTRICAL & FIXTURES PLAN09 - ROOF DRAINAGE