Post on 26-Dec-2021
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
N.T.S.
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
131
GENERAL NOTES
SUSTAINABLE BUILDINGS REQUIREMENTS
SITE NOTES TERMITE PROTECTIONAUSTRALIAN STANDARDS
LEGEND
CONSTRUCTION - REQUIRED WIRE TENSION AND MAX. PERMISSIBLE DEFLECTION)FOR STAINLESS STEEL BALUSTRADING, REFER TABLE 3.9.2.1 (WIRE BALUSTRADING
BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mmAND IN ACCORDANCE WITH BCA 3.9.2.
SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm.
1500mm²/m FOR INTERNAL WALLS BELOW BARRIER.SUB-FLOOR VENTILATION MINIMUM 7500mm²/m FOR EXTERNAL WALLS AND
PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL ANDWITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.
TUBS, AND HAND BASINS WITHIN 75mm OF WALL.
ALL WET AREAS TO COMPLY WITH BCA 3.8.1.1 AND A.S.3470 - 2004.
ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED
RECOMMENDED WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITYFOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT IS
OF BOUNDARIES, A SETOUT SURVEY BE CONDUCTED BY A LICENSED SURVEYOR.
DURING WORK) AND FLOOR TILES OVER ON MORTAR BED AND ADHESIVE.WITH ONE LAYER OF FLEXIBLE SHEET OR LIQUID MEMBRANE (TO BE PROTECTED
TILED DECKS OVER HABITABLE AREAS ARE TO BE WATERPROOFED PER MANUF.RECOMMENDATIONS. TYPICALLY 19mm COMPRESSED FIBRE CEMENT SHEETING
NOTICE IS TO SHOW METHOD OR PROTECTION, DATE INSTALLED AND2 DURABLE NOTICES SHALL BE PLACED (e.g. METER BOX & KITCHEN CBD)
ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN
FOR SOIL CLASSIFICATION REFER TO STRUCTURAL ENGINEERS SOIL REPORT.
THAT ALL BUILDING WORKS CONFORM TO THE BCA, CURRENT
DO NOT SCALE OFF DRAWINGS. USE WRITTEN DIMENSIONS ONLY.
THE OWNER, BUILDER AND ALL SUBCONTRACTORS SHALL CONFIRM ALLDIMENSIONS, LEVELS & SPECIFICATIONS PRIOR TO COMMENCING WORKSOR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING
AUSTRALIAN STANDARDS, BUILDING REGULATIONS AND TOWN PLANNINGREQUIREMENTS, REPORT ANY DISCREPANCIES TO THE DESIGNER.
ALL TIMBER FRAMING TO BE IN ACCORDANCE WITH A.S. 1684.2 - 2010RESIDENTIAL TIMBER FRAMING (NON-CYCLONIC) OR A.S. 1684.3 - 2010RESIDENTIAL TIMBER FRAMING (CYCLONIC)
TIMBER ROOF TRUSSES TO BE FIXED IN ACCORDANCE WITH MANUFACTURERSSPECIFICATION. ALL OTHER FIXINGS TO BE IN ACCORDANCE WITH A.S. 1684.
THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL ANDCIVIL ENGINEERING SPECIFICATIONS AND DRAWINGS.
FOR WIND SPEED (N3) REFER TO STRUCTURAL ENGINEERS REPORT. 4. WATER PRESSURE TO THE RESIDENCE IS NOT TO EXCEED 500kPa3. TOILETS TO HAVE A 4 STAR WELS RATING
2. TAPS TO KITCHEN SINKS, BATHROOM BASINS AND LAUNDRY TUBS3 STAR WATER EFFICIENCY LABELLING AND STANDARDS RATING.1. SHOWER ROSES IN THE RESIDENCE MUST HAVE A MINIMUM OF
MP 4.1 - SUSTAINABLE BUILDINGS - 2010
TO HAVE A 3 STAR RATING UNDER WELS.
TOTAL FIXED ARTIFICIAL LIGHTING5. LIGHTING TO BE ENERGY EFFICIENT FOR A MINIMUM OF 80% OF
6. AIR-CONDITIONERS TO HAVE AN EER OF AT LEAST 2.9
AND GRANULAR BACKFILL BEHIND, TO BE WHOLLY CONTAINEDSLOTTED AG. DRAIN (DISCHARGING TO STORMWATER DRAIN)
EXCEED MAXIMUM SLOPE OF 1:2 FOR MOST SOIL TYPES.
1000mm MAX. HIGH TIMBER SLEEPER RETAINING WALL WITH 90 DIA.
CUT AND FILL BATTERS ARE APPROXIMATE ONLY AND ARE NOT TO
ALL STORMWATER AND DRAINAGE TO COMPLY WITH BCA PARTS3.1.2 & 3.5.2 AND A.S. 3500.
THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDINGIS TO FALL AWAY FROM THE BUILDING AT A SLOPE OF 1:20 MIN.
THE SURFACE DRAINAGE IS TO DISCHARGE EVENLY WITHIN THESITE AND WITHOUT NUISANCE TO ADJOINING PROPERTIES.
WITHIN THE SITE. (REFER TO SITE PLAN FOR LOCATIONS IF ANY)
ROOF AREA MAXIMUM. ALL STORMWATER DRAINAGE TO BEALL DOWNPIPES TO BE 90mm DIA. MIN. AND TO DISPERSE 33m² OF
100mm DIA. MIN. UPVC SEALED SYSTEM TO COMPLY WITHBCA 2010 & A.S. 3500.3 TO DISPERSE 110m² ROOF AREA MAXIMUM.
DIA. UPVC STORMWATER PIPE LAID WITH A MIN. FALL OF 1:80.CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA 100mm
DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY.
WITH A.S. 1926.1 & A.S. 1926.2 - 2007.ALL POOL FENCING SHALL BE MIN. 1200mm HIGH AND IN ACCORDANCE
ON SITE BY THE BUILDER PRIOR TO COMMENCING WORKS.CONTOUR LEVELS SHOWN ON THE DRAWINGS SHALL BE CONFIRMED
OTHER BRANDS ARE USED SIZES TO BE CONFIRMED WITH MANUF. SPEC'NLAMINATED BEAM SIZES ARE BASED ON 'HYNEBEAM' SPAN TABLES, WHERE
WATER CLOSET DOORS OPENING INWARDS TO BE FITTED WITH LIFT OFF HINGESTO ALLOW THE DOOR TO BE REMOVED WHEN IN THE CLOSED POSITION.
PROVIDE EXHAUST FANS WITH ELECTRIC LIGHT AS SHOWN, TO BE DUCTED EXT.AND TO BE LIGHT SWITCH ACTIVATED IN ACCORDANCE WITH A.S. 1668.2 - 2002.
ACCORDANCE WITH A.S. 3660.1 - 2000. TERMITE SYSTEM TO BE INSPECTEDBY COMPETENT PERSONS EVERY 12 MONTHS OR AS ADVISED BY INSTALLERS.
MANUFACTURERS RECOMMENDATION FOR FUTURE INSPECTIONS.
SPLASHBACKS SHALL BE IMPERVIOUS FOR 150mm ABOVE SINKS,
WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVELSHOWER SCREENS AND DOORS
BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASEFULLY GLAZED DOORS, INCLUDING MIRROR ROBE DOORS
ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOORSAFETY GLAZING TO BE USED IN THE FOLLOWING LOCATIONS
WITH MANUFACTURERS, FLASHING ALL AROUNDWINDOWS SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY
NOT LESS THAN 50mm OVER THE FIRST 1000mm FROM THE BUILDING
NO RESPONSIBILITY WILL BE ACCEPTED FOR ERRORS OR OMISSIONSAFTER CONSTRUCTION HAS COMMENCED.
A.S. 2870 - 1996 RESIDENTIAL SLABS AND FOOTINGS - CONSTRUCTIONA.S. 2050 - 1995 INSTALLATION OF ROOF TILES
A.S. 1684 - 2010 RESIDENTIAL TIMBER FRAMED CONSTRUCTIONA.S. 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDINGA.S. 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATION
A.S. 2049 - 1992 ROOF TILES
A.S. 3600 - 2001 CONCRETE STRUCTURES
A.S. 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS
A.S. 3700 - 2001 MASONRY STRUCTURESA.S. 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES
A.S. 3786 - 1993 SMOKE ALARMSA.S. 3740 - 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS
A.S. 4100 - 1998 STEEL STRUCTURESA.S. 4055 - 1992 WIND LOADINGS FOR HOUSINGA.S. 3959 - 2009 CONSTRUCTION OF BUILDINGS IN BUSHFIRE-PRONE AREAS
A.S. 3500 STORMWATER DRAINAGE
A.S. 2047 - 1999 WINDOWS IN BUILDINGS
DHCS
AWA.S.AHD
FG
DP
FWFGL
LVRHWS
DW
BCA
A/C
SHSSGD
OHCOBSNGL
SD
TG
SW
WIRUBO
WOWM
TBC
RL
MW
DOUBLE HUNG WINDOWCAVITY SLIDING DOOR
AWNING WINDOWAUSTRALIAN STANDARDSAUSTRALIAN HEIGHT DATUM
FIXED GLASS
DOWNPIPE
FLOOR WASTEFINISHED GROUND LEVEL
LOUVRE WINDOWHOT WATER SYSTEM
DISH WASHER
BUILDING CODE OF AUSTRALIA
AIR CONDITIONING
SQUARE HOLLOW SECTIONSLIDING GLASS DOOR
OVERHEAD CUPBOARDSOBSCURE GLASSNATURAL GROUND LINE
SMOKE DETECTOR
TOUGHENED GLASS
SLIDING WINDOW
WALK IN ROBEUNDER BENCH OVEN
WALL OVENWASHING MACHINE
TO BE CONFIRMED
RELATIVE LEVEL
MICROWAVE
FFL FINISHED FLOOR LEVEL
FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
SHEET LIST
NO. SHEET NAME SCALE
1 COVER SHEET N.T.S.
2 SITE PLAN 1:200
3 FLOOR PLAN 1:100
4 ELEVATIONS 1:100
5 SECTION A-A 1:50
6 SECTION B-B 1:50
7 DETAILS 1:20/1:50
8 SLAB PLAN 1:100
9 BRACING PLAN 1:100
10 BRACING DETAILS N.T.S.
11 ROOF PLAN 1:100
12 ELECTRICAL PLAN 1:100
13 SAFETY NOTES N.T.S.
G
SSW
R
A
F
S
S
Bottom of Bank
Top of Bank
HEADWALL
SEWER LINE
CROSS-OVER
ELECTRIC POWER LINE
WATER TAP/WATER/VALVE
SIGN (AS SHOWN)
STORMWATER LINE
TELSTRA PIT
OP
TBMSTORM WATER PIPE
PERMANENT SURVEY MARK
STORMWATER MANHOLE
GULLY GRATE
GAS SUPPLY
BARRIER KERB LINE
SURVEY CONTROL MARK
ROCK RETAINING WALL
TIMBER RETAINING WALL
FENCE
POWER BOX
ROOFWATER PIT
SEWER MANHOLE
AIR VALVE
FIRE HYDRANT
POWER POLE
TEMPORARY BENCH MARK
ORIGINAL PEG
LIGHT POLE
TOP
TOE
29921109° 40' 55"
N
20831
188° 54' 15"
26312289° 40' 20"
9249
334° 40' 55"
1257
219
° 40
' 55"
1664
344° 15' 40"
MIN
.
1500
MIN.
3000
MIN
.
1500
MINIMUM
6000
MINIMUM60
00
TO OMP
6400
TO WALL
7000
TO POST
7000
TO O
MP
1500
TO O
MP2308
TO POST31
56
TO O
MP
4364
TO OMP
2400
TO W
ALL
1500
1800mm HIGH TIMBER PALING FENCE
1800mm HIGH RENDEREDBLOCK FRONT FENCE
SWIMMING POOL
TO OMP
1643
PROPOSEDRESIDENCEFGL - APPROX. - 7.750FFL APPROX. - 8.050
CONNECT 100mm DIA. STORMWATER PIPETO STORMWATER SYSTEM AS PERLOCAL AUTHORITY REQUIREMENTSLAYOUT IS DIAGRAMMATICAL ONLYAND IS TO BE CONFIRMED ON SITE
DP
DP
DP
DP DP
DP
DP
DP
DPDPDP
POWDERCOATEDALUM. GATE
Light Pole
HH
yd
Orna
Orna
Pram
W
Mete
r
Concrete Driveway
Ap
pro
xim
ate
Sew
er
Lin
e L
ocatio
n (
Se
e n
ote
)
?
? No MkFound
? No MkFound
? No MkFound
E Emt MkNot Found
E Emt MkNot Found
ExistingRenderedBrick & GIHouse W/A
ExistingBrick & GI
HouseWellAway
VACANT
PegDist'd
Tim
be
r Acoustic
Fence
Concrete SleeperRetaining Wall
Concrete SleeperRetaining Wall
Timber Fence onTimber Ret. Wall
(Approx. 0.5m fall)
Timber Fence onTimber Ret. Wall(Approx. 1m fall)
9.00
9.0
0
8.75
8.75
8.50
8.25
8.00
7.75
7.50
7.25
7.006.75
FieldGully
FieldGully
Orna
Orna
1.5
27
1.5
27
20.8
32
RL / mAssumed DatumTBM Nail(in Kerb)
Sewer M/HNot Located
Sewer M/HNot Located
Approximate HouseConnection Plotted
From Statutory RecordsApprox. Invert Level 6.54m
Approx. 0.84 deep
8.628.638.789.089.089.07
8.83
8.77
8.64
8.51
8.41
8.2
58. 0
87.6
97.3
9
8.3
6
8.87
8.75 8.69
8.50
8.72
8.17
7.70
7.427.87
8.42
8.39
8.20
7.56
7.26
7.46
7.707.87
7.91
7.8
7
7.5
8
7.1
2
7.0
1
6.7
0
6.686.797.047.417.40
8.86 8.91 9.01
7.817.818.058.488.528.76
8.71
7. 2
5
7.385
EM
T Q
No MksFound
U/G
Pow
er
# 1322212T
els
tra
Conduit
Gra
nite
Court
100mm DIA. UPVC STORMWATERPIPE LOCATED 1200mm FROMREAR BOUNDARY
700x700 GRATED STORMWATER PITLOCATED 2100 FROM SIDE BOUNDARYAND 1200 FROM REAR BOUNDARYPIPE INLET 1000 FROM TOP OF GRATE
700x700 GRATED STORMWATER PITLOCATED 1400 FROM SIDE BOUNDARYAND 1200 FROM REAR BOUNDARYPIPE INLET 750 FROM TOP OF GRATE
555
POOL PUMP SLABSIZE TBC
BLOCK WALL
3496
BLOCK WALL
9249
BLO
CK
WAL
L
2132
BLOCK WALL
1664
REMOVE FOOTPATHREPLACE TO MATCHDRIVEWAY
BLO
CK
WAL
L
720
720 LONG BLOCKWALL WITH LETTERBOXINSERT
1000
1600
90x90 HWD POST
BLOCK FENCE
2400
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
1:200
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
132
SITE PLAN
FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
SITE PRIOR TO CONSTRUCTION.
CUT & FILL EMBANKMENTS AREAPPROXIMATE ONLY. REFER TO
BE CONFIRMED BY BUILDER ON
P.C. SUM ON CONTRACT.
CONTOUR LEVELS SHOWN SHALL
ALL STORMWATER DRAINAGE TO BE 100mm DIA.
ALL DOWNPIPES TO BE 90mm DIA. AND TODISPERSE 33m² OF ROOF AREA MAXIMUM.
UPVC SEALED SYSTEM TO COMPLY WITHBCA 2010 A.S. 3500.3. TO DISPERSE 110m²ROOF AREA MAXIMUM
SITE NOTES:
REAL PROPERTY DESCRIPTION
SURVEY SYMBOL LEGEND
1. ALL WORK TO BE CONSTRUCTED IN ACCORDANCEWITH THE CURRENT B.C.A INC. AMENDMENTS,ALSO ANY RELEVANT AUSTRALIAN STANDARDS.2. DRIVEWAY, PATHS CLOTHESLINE & GULLY PITSARE DIAGRAMMATIC ONLY. FOR SHAPE ANDLOCATION REFER TO BUILDERS SPEC FOR DETAILS.3. SITE EXCAVATION SHALL BE SUCH THAT A 1MWIDE BY 1:20 GRADE EXISTS AROUND THEPERIMETER OF THE BUILDING AS PER THECURRENT B.C.A REQUIREMENT'S.4. ALL DRIVEWAYS & PATHS ARE TO BE CONSTRUCTEDTO LOCAL AUTHORITY'S SATISFACTION AND RELEVANTBY-LAWS & AUSTRALIAN STANDARDS.5. ALL GROUND LEVELS ARE APPROXIMATE ONLY.6. BUILDER AND TRADES ARE TO CONFIRM ALLMEASUREMENTS, DETAILS & SPECIFICATIONSPRIOR TO SET-OUT AND ORDERING MATERIALS.
BEAMS / LINTELS:BEAMS / LINTELS HAVE NOT BEEN DESIGNED TOTAKE GIRDER TRUSSES. IF BEAMS ARE REQUIRED TOTAKE GIRDER TRUSSES CONTACT AN ENGINEER FORAPPROPRIATE SIZES.
MAINS WATER PRESSURE:IF MAINS WATER PRESSURE EXCEEDS OR MAYEXCEED 500KPA, A PRESSURE LIMITING DEVICE ISINSTALLED TO ENSURE THAT THE MAX OPERATINGPRESSURE AT ANY OUTLET WITHIN THE BOUNDARIESOF THE PROPERTY DOES NOT EXCEED 500KPA.
STRUCTURAL:1. STRUCTURAL TIMBER:ALL STRUCTURAL TIMBER TO BE STRESS GRADE F14UNLESS OTHERWISE NOTED.ALL FRAMING TO COMPLY WITH AS 1684.22. STEEL WORK:ALL EXPOSED STEEL TO BE PRIMED AND PAINTED.ALL WELDS TO BE 6.0MM CONTINUOUS FILLETS.
INTERNAL LININGS:1. 10MM PLASTERBOARD.2. 6MM VILLABOARD TO WET AREAS.
IF IN DOUBT ASK!
LOT NO:
RP/SP:
PARISH:
COUNTY:
SITE AREA:
LOCAL AUTHORITY:
CONTOURS:
DATUM:
NOOSA COUNCIL
0.25m
ASSUMED
TEWANTIN
MARCH
m²
67
SP261203
624
SITE COVERAGE: 40.6%
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
SD
SD
SD
SD
SD
SD
B
6
B
6
230
3300
7053
070
1000
9024
1070
530
7033
0023
060
015
00
1500
600
1190
0
1400
0
1500
7021
0070
1500
9015
0070
1200
9039
8023
016
00
2340 1000 5460 2270 1690 4730 3140 3530
7000 21820
1000 230 2930 70 2000 070 530 70 1600 230 1690 230 4500 90 2010 70 900 70 3300 230
230 6600 70 1000 70 530 230 1690 230 4500 90 2980 70 1000 70 2230 230
4000 10060 4000 3760
4000 230 7000 2600 230 4000 230 3300 230
4000 2000 230 1670 3030 30070 2530 70 4320 70 1000 70 2230 230
2100
230
4500
7012
0070
1510
9040
0023
0
5060
1880
6460
600
600
230
6000
230
1880
5060
230
4600
230
1880
230
6000
7053
023
0
2100
230
3430
7010
0070
2200
7046
0023
0
820/
2.4
820/2.4
820
820
820
820 820
820 820
8202x820 CSD
820
CS
D
820 CSD
720 CSD
21.21 MIRROR SLD
21.21 MIRROR SLD
24.1
2 P
IVO
T
21.27 VINYL SLD
24.4
8 P
AN
EL-
LIF
T D
OO
R
12.24 SW
12.24 SW
09.0
6 LV
RO
BS12
.06
LVR
TG/O
BS
18.06 LVR 18.06 LVR
TG/CLEAR18.24LVR/FG/LVR
18.30 LVR/FG/LVRW19
18.0
6 D
H
18.3
0 LV
R/F
G/L
VR
24.15 LVR
BUTT JOINTGLASS CORNER
06.24/06.12 FGAT 1500 HEAD HT
2100
4570
230
6870
230
SWIMMING POOL
24.4
4 S
GD
FS
SF
15.24 LVR/FG/LVR03.24 LVR/FG/LVR
DROPPED CEILING OVER
DROPPED CEILING OVER
.
ROBE
.
ROBE
.
STORE
.
LIN
EN
.
CB
D
.
LDRYTILES
.
ENSTILES
.
BATHTILES
.
WCTILES
.
WIRCARPET
.
BUTLERSPANTRY
TILES
.DINING
TILES
2700 CH
.LIVING
TILES
2700 CH
.ALFRESCO
TILES
STAINED PLY CEILING
.
PORCHTILES
.
ENTRYTILES
.
KITCHENTILES
.
DOUBLE GARAGECONCRETE
2700 CH
.
LOUNGECARPET
2700 CH
.
BED 1CARPET
2700 CH
.
BED 2CARPET
2700 CH
.
BED 3CARPET
2700 CH
15.15 NICHEAT 900 ABOVEFFL - 300D
DWSPACE
90mm WALL
90mm WALL
.1200 WIDE HALLWAYTILES
ELEC M/B TAP
TAP
TAP
BIKE RACK
CLOTHESLINE
GAS BOTTLE
MH
SHR
SHR
GLASS SCREENPIVOT DOOR
BASIN BASIN
WC
BA
SIN
BA
SIN
FREESTANDINGBATH TUB 1600L
400Hx500WTILED SHOWER NICHE
400Hx500WTILED SHOWER NICHE
10
00
1160
900
14
00
90mm WALL
90mm WALL
FW
FW
OHC
OH
C
REFSPACE
OH
C
90
0 C
OO
KE
R9
00
RH
SINGLE BOWLUNDERMOUNT SINK
BR
EA
KF
AS
T B
AR MW
UNDER
DROPPED CEILINGOVER KITCHEN
50mmSTEP
LINE OF BEAM OVER
LINE OF BEAM OVER
LIN
E O
F B
EA
M O
VE
R
190x190 RENDERED BLOCK PIERS (4)WITH 1800mm HIGH RENDEREDCONCRETE BLOCK WALL AS SHOWN
.
GATEHOUSECONCRETE
STAINED PLY CEILING
190x190 LAMINATED HWDTIMBER POSTS (2)
WMSPACE
OH
C
ALUM. FRAMEDGLASS DOOR
ALUM. FRAMEDGLASS DOOR
HWS
TANK ONLY
SOLAR HWSPANELS OVER
DRYERSPACE
BRM
CABINETRYDOORS TOLINEN/BRM
4xSHELVES
DROPPED CEILING OVER
GL
AS
S P
OO
L F
EN
CE
140x19 HWD DECKING
1900 4610 400 180018
00
400
4070
400
1755
DP DP DP
DP
DP
DPDP
DP
DP
DPDP
50mmSTEP
N
A
5
A
5
700x700x150 THICKHOT WATER SLABTO BE POURED ATSAME TIME AS MAIN SLAB
AC
500x1000x150 THICKA/C SLABTO BE POURED ATSAME TIME AS MAIN SLAB
POOL PUMP
90x90 HWD POST
GLASS POOL FENCE
GLASS POOL GATE
POWDERCOATEDALUM. GATE
POWDERCOATEDALUM. GATE
140x19 HWD DECKING
BINS
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
1:100
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
133
SMOKE ALARMS
LEGEND
FIXED GLASSFG
LVR
SGD SLIDING DOOR
GLASS LOUVREHWS HOT WATER SYSTEM
AWNING WINDOWAW
PLANS FOR POSITIONS (SD).
PROVIDE SMOKE ALARMS TO THE RESIDENCE
CONNECTED TO MAINS POWER. REFER TOB.C.A 2010 - VOLUME TWO. ALARMS SHALL BEIN ACCORDANCE WITH PART 3.7.2 OF THE
SW SLIDING WINDOW
CS CAVITY SLIDER DOOR
SMOKE ALARMSD
TOUGHENED GLASSTG
OBS OBSCURE GLASS
DOWNPIPEDP
FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
LOWER FLOORISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
CEI
LIN
G H
EIG
HT
2700
PITCH22.5° PITCH22.5°
JOIN
ERY
HEI
GH
T
2400
PITCH27.5° PITCH27.5°
600600
SELECTED COLORBOND ROOF SHEETINGFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED COLORBOND METAL FASCIA & GUTTERFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED RENDERED BRICK VENEERFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED COLORBOND PANEL-LIFT GARAGE DOORFIXED AS PER MANUFACTURERS SPECIFICATION
150mm APPROX. UPSTAND TO FRONT ROOFS ONLYTOP CHORD TO TRUSSES WITH FASCIA AND GUTTERFIXED AS PER MANUFACTURERS SPECIFICATION
PITCH22.5°PITCH22.5°
PITCH27.5°
CEI
LIN
G H
EIG
HT
2700
PITCH22.5°
PITCH22.5°
600
SELECTED COLORBOND ROOF SHEETINGFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED COLORBOND METAL FASCIA & GUTTERFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED RENDERED BRICK VENEERFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED ALUMINIUM FRAMED WINDOWS & DOORSFIXED AS PER MANUFACTURERS SPECIFICATION
PITCH27.5°PITCH27.5°PITCH22.5°
PITCH27.5°
SELECTED PAINTED SCYON 150mm 'LINEA' WALL CLADDINGFIXED AS PER MANUFACTURERS SPECIFICATION
SOLAR HWS PANELS
PITCH22.5°
PITCH22.5°600
SELECTED COLORBOND ROOF SHEETINGFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED COLORBOND METAL FASCIA & GUTTERFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED RENDERED BRICK VENEERFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED ALUMINIUM FRAMED WINDOWS & DOORSFIXED AS PER MANUFACTURERS SPECIFICATION
PITCH27.5°
PITCH27.5° PITCH27.5°PITCH22.5°
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
1:100
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
134FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
WEST ELEVATION EAST ELEVATION
NORTH ELEVATION
SOUTH ELEVATION
TOP
OF
FRAM
E
2750
CEI
LIN
G H
EIG
HT
2700
600
SELECTED COLORBOND ROOF SHEETINGFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED COLORBOND METAL FASCIA & GUTTERFIXED AS PER MANUFACTURERS SPECIFICATION
CONCRETE SLAB AND FOOTING DESIGNAS PER ENGINEERS SPECIFICATION
10mm GYPROCK WALL & CEILING LININGSFIXED AS PER MANUFACTURERS SPECIFICATION
PITCH22.5°PITCH22.5°
PITCH27.5°PITCH27.5°
PITCH22.5°
PITCH27.5°PITCH27.5°
PITCH22.5°
.
DOUBLE GARAGECONCRETE
2700 CH
.
ALFRESCOTILES
STAINED PLY CEILING
JOIN
ERY
HEI
GH
T
2400
F1
7
R2
7
INTE
RN
AL J
OIN
ERY
2400
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
1:50
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
135
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
SECTION A-A
TOP
OF
FRAM
E
2750
CEI
LIN
G H
EIG
HT
2700
600600
.
BED 1CARPET
2700 CH
.
BUTLERSPANTRY
TILES
.
KITCHENTILES
SELECTED COLORBOND ROOF SHEETINGFIXED AS PER MANUFACTURERS SPECIFICATION
SELECTED COLORBOND METAL FASCIA & GUTTERFIXED AS PER MANUFACTURERS SPECIFICATION
CONCRETE SLAB AND FOOTING DESIGNAS PER ENGINEERS SPECIFICATION
10mm GYPROCK WALL & CEILING LININGSFIXED AS PER MANUFACTURERS SPECIFICATION
PITCH22.5°PITCH22.5°R1
7
INTE
RN
AL J
OIN
ERY
2400
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
1:50
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
136FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
SECTION B-B
COLORBOND METAL EAVES GUTTERFIXED TO METAL FASCIA AS PERMANUFACTURERS RECOMMENDATIONS
COLORBOND METAL FASCIA
FINISHED CEILING HEIGHT
10mm PLASTERBOARD CEILINGLINING FIXED TO UNDERSIDEOF METAL BATTENS
40mm METAL ROOF BATTENSAT 900mm MAX CENTRES600mm CENTRES AT EDGES
0.42mm BMT COLORBOND CORRUGATEDMETAL ROOF SHEETING FIXED AS PERMANUFACTURERS RECOMMENDATIONSWTH SUITBALE FIXING SCREWS TOW41 (N3) NAILING PATTTERNENSURE 50mm MINIMUM PROJECTIONINTO GUTTERS AND 150mm COVER MIN.FOR ALL FLASHINGS (ENSURE COMPATIBLE)
PREFABRICATED TIMBER TRUSSESAT 900 MAXIMUM CENTRESFIXED AS PER MANUFACTURERS SPECIFICATION
10mm PLASTERBOARD WALL LININGFIXED AS PER MANUF. SPEC'N
ANCHOR RODS TO BE LOCATED WITHIN100mm OF EACH CORNER & OPENINGSAT 1800mm MAX CENTRES
NOGGINGS AS REQUIRED
PITCH22.5°
GUTTER SUPPORTS FIXED ASPER MANUFACTURERS DETAILS
4.5mm FIBRE CEMENT SOFFITLINING FIXED TO UNDERSIDEOF TIMBER BATTENS
31x12 DAR HWD MOULDING
600
COLORBOND METAL EAVES GUTTERFIXED TO METAL FASCIA AS PERMANUFACTURERS RECOMMENDATIONS
COLORBOND METAL FASCIA
FINISHED CEILING HEIGHT
40mm METAL ROOF BATTENSAT 900mm MAX CENTRES600mm CENTRES AT EDGES
0.42mm BMT COLORBOND CORRUGATEDMETAL ROOF SHEETING FIXED AS PERMANUFACTURERS RECOMMENDATIONSWTH SUITBALE FIXING SCREWS TOW41 (N3) NAILING PATTTERNENSURE 50mm MINIMUM PROJECTIONINTO GUTTERS AND 150mm COVER MIN.FOR ALL FLASHINGS (ENSURE COMPATIBLE)
PREFABRICATED TIMBER TRUSSESAT 900 MAXIMUM CENTRESFIXED AS PER MANUFACTURERS SPECIFICATION
PITCH22.5°
GUTTER SUPPORTS FIXED ASPER MANUFACTURERS DETAILS
PITCH27.5°
COLORBOND METAL FLASHING
SKIRTING AS PERSPECIFICATIONS
200um POLYTHENE MEMBRANE LAPPED200 & SEALED WITH APPROVED TAPE
SELECTED BRICKWORK (FACE OR RENDER GRADE)FIXED AS PER MANUFACTURERS SPECIFICATIONS
WALL TIES IN ACCORDANCE WITHA.S. 3705 - MASONRY CODE
DAMP PROOF COURSE
WEEP HOLES & 900 MAX CENTRES
FOOTINGS AND SLABAS PER ENGINEERS DESIGN
SLAB TIE DOWN AS PERAS 1684 REQUIREMENTS
HOUSE FLOOR LEVEL
TOP OF FRAME
TOP
OF
FRAM
E
2750
1800
FINISHED GROUND LEVEL
190x190 RENDEREDCONCRETE BLOCK PIERS
WITH 1800mm HIGH RENDEREDCONCRETE BLOCK WALL AS SHOWN
ENTRY GATE AS PER SPECIFICATION
PITCH27.5° PITCH27.5°
190 1880 190
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
1:20/1:50
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
137FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
ROOF DETAIL - R1 ROOF DETAIL - R2
FLOOR DETAIL - F1 GATEHOUSE SECTION
4000 10060 4000 3760
21820
1400
0
1500
600
1190
0
1600
2100
4570
2260 2340 1000 5460 2270 1690 4730 3140 3530
24854
25606
6000
4000
160 190 3650
160
190
4360
190
160
5060
1880
6460
600
190
1880
190
190 1880 190
30mm REBATE
20mm REBATEFALL 10mm TOEXTERNAL EDGE
MAIN SLABCONCRETE SLAB
AS PER ENGINEERS DETAILS WC
BASIN
BATH
SHRFW
230mm BRICK VENEER110mm BRICK 50mm CAVITY70mm FRAME
REBATE SHOWERRECESS AS SHOWN
230mm BRICK VENEER110mm BRICK 50mm CAVITY70mm FRAME
EDGE OF FRAME
EDGE OF CONCRETE EDGE OF BRICKWORK
EDGE OF FRAME
SINK
1400
770
900 3600
1160 230
5290
1000
350
700
5060
700
300
4460
300
260
EDGE OF BRICKWORK
EDGE OF FRAME
EDGE OF BRICKWORK
EDGE OF FRAME
ED
GE
OF
BR
ICK
WO
RK
ED
GE
OF
FR
AM
E
EDGE OF BRICKWORK
EDGE OF FRAME
ED
GE
OF
FR
AM
E
ED
GE
OF
BR
ICK
WO
RK
ED
GE
OF
FR
AM
E
ED
GE
OF
BR
ICK
WO
RK
EDGE OF BRICKWORK
EDGE OF FRAME
EDGE OF BRICKWORK
EDGE OF FRAME
EDGE OF CONCRETE
ED
GE
OF
CO
NC
RE
TE
REBATE SHOWERRECESS AS SHOWN
SINK SHR
WC
BASIN
FW
BASIN
BASIN
BASIN
TUB
2000
50mmSTEP
50mmSTEP
190x190 RENDERED BLOCK PIERS (4)WITH 1800mm HIGH RENDEREDCONCRETE BLOCK WALL AS SHOWN
190x190 LAMINATED HWDTIMBER POSTS (2)
ENGINEERING FOR POOL SHELL TOALLOW FOR CONCRETE BLOCK WALLBUILT ON EDGE AS SHOWNON FLOOR PLAN
700
700x700x150 THICKHOT WATER SLABTO BE POURED ATSAME TIME AS MAIN SLAB
500x1000x150 THICKA/C SLABTO BE POURED ATSAME TIME AS MAIN SLAB
500
3530
1000
5100
700
POOL PUMP SLABSIZE TBC
BLO
CK
WAL
L
2132
BLOCK WALL
1664
720
BLOCK WALL
9249
BLOCK WALL
3496
BLOCK WALL
2400
BINS SLABSIZE TBC
190 4610 400
400
4070
400
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
1:100
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
138
THE EXTERNAL FACE OF THE BUILDING OR STEPSALL SETOUT DIMENSIONS ARE SHOWN FROM
DRAWINGS FOR SLAB AND FOOTING DETAILSREFER TO SOIL TEST AND ENGINEERS
SLAB NOTES:
200um POLYTHENE MEMBRANE LAPPED 200mm MIN.AND SEALED AT ALL JOINTS & PENETRATIONSWITH AN APPROVED TAPE 50mm MIN. SAND BED
TERMITE PROTECTION METHODS:
PROVIDE KORDON TO ALL PENETRATIONSAND BARRIER TO EXTERNAL WALLS & COLD JOINTS
PROTECTION OF BUILDING FROM SUBTERRANEAN
FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
SLAB PLAN
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
0.6P
0.6P
0.6P
0.6P
0.9P
1.8P
1.8P
1.8P
1.8P
2.4P
2.4P
2.4P
2.1P
2.7A 2.
7A
2.7A
2.7A
3830
RLW
1960 RLW
2400
TG
2400
TG
1960 RLW
3130
RLW
1960 RLW
2400
TG
1/M12 ROD TO LINTELAT FRAME END WITHIN 100mmWITH BOLT OR STRAPS AT 900mmMAXIMUM CENTRES UNDER LINTELFIXED THROUGH TOP PLATE
2400
TG
1360 RLW
6550
RLW
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
1:100
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
139
TIE-DOWN/BRACING LEGEND
BRACING REQ'S N3 (W41N)
BRACING NOTES
DIRECTION A DIRECTION B
ACHIEVEDREQUIRED
ENSURE THAT MINIMUM OF 40% OF WALLBRACING IS IN PLACE BEFORE ROOF IS
BRACING PANELS, INCLUDING FIXINGS ATTOP & BOTTOM, SHALL BE CONSTRUCTEDIN ACCORDANCE WITH THE MANUF. SPEC'NAND/OR TABLE D1.2-W4 OF THE A.D.C.M.NOMINAL BRACING IS PLASTERBOARD.ALL PLY BRACING TO BE 4.5mm THICK &FIXED IN ACCORDANCE WITH P.A.A. SPEC.MAXIMUM SPACING OF BRACING WALLSSHALL BE 9.0 m.
INSTALLED.
REQUIREDACHIEVED kN
kN73.779.2 55.8
45.5 kNkN
TIMBER FRAMING SCHEDULE TIE-DOWN SCHEDULE
TYPE(h) METHOD 'B'
METAL ANGLE BRACING WALLTYPE(c) PER AS 1684.2-2010RACKING STRENGTH 1.5kN/m.PLYWOOD LINED BRACING WALL
RACKING STRENGTH 6.0kN/m.
NUMBER REFERS TO MINIMUMLENGTH OF BRACING PANEL.
1.2P
1.5ALOOPED STRAP UNDER LINTELM12 H.D. ROD
PER AS 1684.2-2010
TYPE(h) METHOD 'A'
RACKING STRENGTH 6.4kN/m.PER AS 1684.2-2010
BRACING PANELS <0.9m LONG0.6P
TOP PLATENOGGING
BOTTOM PLATE2700 HIGH
BOTTOM PLATE
INTERNAL NON-LOAD-BEARING STUDS
TOP PLATE
EXTERNAL AND INTERNAL LOAD-BEARING STUDS
MEMBER
LOWER FLOOR
2/70x45 MGP12 - TIEDOWN 1200 CTS
70x35 MGP12 AT 450 CENTRES70x35 MGP10
SIZE
NOGGING 70x35 MGP10
70x35 MGP1070x35 MGP10
70x35 MGP102700 HIGH 70x35 MGP10 AT 450 CENTRES
AND BESIDE OPENINGS1/M12 ROD AT 1200 MAX CTS.TOP PLATE TO FLOOR SLAB
GIRDER TRUSS TO TOP PLATE
FIXED AS PER MAN. SPEC.
FIXED AS PER MAN. SPEC.
TRUSSES TO TOP PLATE
MEMBER
ROOF BATTENS TO TRUSSES
FIXING
1. ALL TIMBER FRAMING TO BE IN ACCORDANCEWITH A.S. 1684.2-2010ALL LINTELS TO BE MGP12 U.N.O.THIS STRUCTURE HAS BEEN DESIGNED FOR A
THE STRUCTURE HAS BEEN DESIGNED FOR WIND RATING N32700 HIGH STUD HEIGHT AND A SHEET ROOF
4.
3.2.
NOTES
FIXED AS PER MAN. SPEC.
FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
BRACING PLAN
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
N.T.S.
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
1310
MAX50mm
LENGTH OF PANELAS SHOWN ON PLAN
MAX50mm
LENGTH OF PANEL (AS SHOWN ON PLAN)
150mmMAX
150mmMAX
AS SHOWN ON PLANLENGTH OF PANEL
MAX50mm
MAX50mm
BRACE TYPE - PLYWOOD
WALL TO FLOOR JOIST WALL TO BEARER
FIXING BOTTOM OF BRACING WALLSTIMBER FLOOR
BRACE TYPE - ANGLE BRACE TYPE - 'HARDIES'
ROOF FRAME ACROSS WALL ROOF FRAME ALONG WALL
FIXING TOP OF BRACING WALLS
TO EXTERNAL WALLS
6.0kN/m1.5kN/m 6.0kN/m
NAILS TO BE 50mmMIN. FROM CORNERS
BOLTSM12 ANCHOR
BOTTOM PLATEBOLTSM12 ANCHOR
NAILS 50mmCTS BOTTOM
CTS. EDGENAILS 150mm
STU
D
PLYBRACE SHEET FIXED WITH2.8Ø GALV CLOUTS x 30 LONGMIN. EDGE DISTANCE 12mm FORVERTICAL JOINTS & 20mm FORHORIZONTAL JOINTS
NAILS 150mmCTS. EDGE
CTS. TOPNAILS 50mm
FIX TOP PLATE TO ROOF FRAME
LENGTH OF WALL SEE DETAIL1 FIXING FOR EACH 1.0m OR PART
TOP PLATE
NAILS 150mm CTS.INTERMEDIATE
100x50 F.14 BRIDGE
FLOOR JOIST
ON EDGE
BEARER OR UNDERBATTEN
M12 BOLTS
2 FRAMING ANCHORS EACH ENDOF BRIDGE WITH 6/2.8mmØNAILS TO EACH LEG
M12 BOLTS 2/3.1mmØ NAILS
SOLID NOGGING
NOMINAL FIXING TO FLOORREFER CLAUSE 2.5 'TRADAC'
NOMINAL FIXING TO FLOORREFER CLAUSE 2.5 'TRADAC'
BOTTOM PLATE
1 FIXING FOR EACH 4.0m OR PARTLENGTH OF WALL SEE DETAIL
FIX TOP PLATE TO ROOF FRAME
STU
D
75x15 F.11 OR
ANGLE BRACEPROPRIETARY METAL
NO END SPLITS ALLOWEDDRILL IF NECESSARY
3 NAILS EACH END30x0.8 GI STRAP
2/50x2.8Ø NAILS TOEACH STUD & PLATES
TOP PLATE
M12 ANCHORM12 ANCHOR
CTS. BOTTOM
BOTTOM PLATEBOLTS
NAILS 50mm
BOLTS
NAILS 100mmCTS. EDGE
STU
D
LENGTH OF WALL SEE DETAIL1 FIXING FOR EACH 1.0m OR PARTFIX TOP PLATE TO ROOF FRAME
NAILS TO BE 50mmMIN. FROM CORNERS
TOP PLATE
AT 100mm CTS.)ALL SHEET EDGES TO BE NAILED(WHERE MULTIPLE SHEETS USEDHORIZONTAL JOINTSVERTICAL JOINTS & 20mm FORMIN. EDGE DISTANCE 12mm FOR2.8Ø GALV CLOUTS x 30 LONG'HARDIBRACE' SHEET FIXED WITH
CTS. EDGENAILS 100mm
INTERMEDIATENAILS 150mm CTS.
IF NO ANCHOR RODSNAILS 50mm CTS.
50x75 F.11 BLOCKING PIECESEACH SIDE NAILED TO TOP PLATE5/3.75Ø NAILS EACH FOR HWD7/3.75Ø NAILS EACH FOR SWD
WALLBRACING
SPECIFICATION TO BE MAINTAINED
NOTE FOR TRUSSES GAP BETWEENTRUSS AND TOP PLATE TO TRUSS
TRUSS OR CEILING JOIST
BRACING
WALLBRACING
TRUSS ORCEILING JOIST
WALL
EXTERNALWALL
150x50 F.11 NOGGING BETWEEN TRUSSESOR CEILING JOISTS FIXED WITH2 FRAMING ANCHORS EACH END
5 NAILS EACH END FOR SWD4 NAILS EACH END FOR HWD2/30x0.8 GALV STRAPS
FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
SOLAR HWSPANELS OVER
27.5
°22
.5°
27.5°22.5°
27.5
°22
.5°
22.5
°
27.5°
22.5°
22.5
°
22.5°
22.5
°
22.5
°
22.5°
22.5
°
27.5
°27
.5°
27.5°22.5°
27.5
°
27.5°
27.5
°
27.5°
DRAG DOWN GUTTER
DRAG DOWN GUTTER
600
600
600
600
600
600
60060
0
600
SELECTED COLORBOND ROOF SHEETINGFIXED AS PER MANUFACTURERS SPECIFICATION
COLORBOND METAL FASCIA & GUTTER
CO
LO
RB
ON
D M
ET
AL
FA
SC
IA &
GU
TT
ER
CO
LO
RB
ON
D M
ET
AL
FA
SC
IA &
GU
TT
ER
COLORBOND METAL FASCIA & GUTTER
CO
LO
RB
ON
D M
ET
AL
FA
SC
IA &
GU
TT
ER
CO
LO
RB
ON
D M
ET
AL
FA
SC
IA &
GU
TT
ER
COLORBOND METAL FASCIA & GUTTER
COLORBOND METAL FASCIA & GUTTER
COLORBOND METAL FASCIA & GUTTER
COLORBOND METAL FASCIA & GUTTER
CO
LO
RB
ON
D M
ET
AL
FA
SC
IA &
GU
TT
ER
CO
LO
RB
ON
D M
ET
AL
FA
SC
IA &
GU
TT
ER
COLORBOND METAL FASCIA & GUTTER
COLORBOND METAL FASCIA & GUTTER
CO
LO
RB
ON
D M
ET
AL
FA
SC
IA &
GU
TT
ER
COLORBOND METAL FASCIA & GUTTER
COLORBOND METAL FASCIA & GUTTER
DP
DPDPDP
DP
DP DP
DP
DP
DP DP
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
1:100
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
1311
SPREADER
WALL OUTLINE
ROOF OUTLINE
DOWN PIPES (90Ø PVC)DP
TO U/SIDE SOFFIT BATTENS
RW GUTTER - COLORBOND EAVES GUTTER
FASCIA - COLORBOND METAL FASCIA
EAVES - PAINTED FIBRECEMENT SHEETING FIXED
NOTES:
PROPOSED GROSS ROOF AREA:
ROOF PITCH :
EAVES GUTTER SIZE:
(USING SIZES RECOMMENDED BY STRAMIT)NUMBER OF DOWNPIPES REQUIRED
334.9m²
22.5°
DOWNPIPE SIZE:
150mm QUAD GUTTER - 8600mm² @ 1:500 SLOPE
90mm DIA. PVC PIPE
SLOPE FACTOR
EFFECTIVE ROOF AREA:334.9m² x 1.23 - 412.0m²
AREA OF CATCHMENT PER DOWNPIPE(BASED ON RAINFALL INTENSITY FOR NOOSA 253mm)38sqm CATCHMENT AREA - GUTTER SIZE 8600mm²
NUMBER OF DOWNPIPES REQUIREDROOF AREA 412.0m²/38m²= 11 (MINIMUM NUMBER OF DOWNPIPES REQUIRED)
LEGEND:
ALL SUB-SURFACE DRAINSTO BE MINIMUM 100mm DIA. PVC
1.23
FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
GUTTER OVERFLOW REQUIREMENTS TO COMPLYWITH BCA PERFORMANCE SOLUTION P2.2.1USING HIGH-FRONT QUAD GUTTER WITH 90mm DPSGUTTER TO HAVE SLOTS ALLOWING FOR 1.4 L/S/MINSTALLED AS PER MANUFACTURERS REQUIREMENTS
BCA GUTTER OVERFLOW REQUIREMENTS
ROOF PLAN
SD
SD
SD
SD
SD
SD
2-WAY
2-WAY
WP/2 WP/2
WP
/2
WP/2
WP
/2
2 2
2
2
2
2
2
22
22
22
22
2
2
22
2
2
2
2 2
2
2
22
2
2
2
DW
MW
1
1
RH
1800
1800
PH
PH
TVTV
TV
2-WAY
2-WAY 2-WAY 2-WAY
SWIMMING POOL(BY OTHERS)
ELEC M/B
GAS BOTTLE
MH
CT
RH
OV
HWS
TANK ONLY
SOLAR HWSPANELS OVER
WATERFEATURE
SWITCHINGFOR POOL LIGHT
POOL PUMP
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
1:100
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
1312FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
ELECTRICAL NOTES:1. ALL WORK TO BE CONSTRUCTED IN ACCORDANCEWITH THE CURRENT B.C.A INC. AMENDMENTS,ALSO ANY RELEVANT AUSTRALIAN STANDARDS.2. ALL WET AREAS ARE TO BE IN ACCORDANCE WITHTHE AUSTRALIAN DOMESTIC CONSTRUCTIONMANUAL AND THE CURRENT B.C.A REQUIREMENT'S.
ELECTRICAL OUTLETLOCATIONS IN WET AREAS:FINAL LOCATION OF POWER OUTLETS IN WETAREAS MAY NEED TO BE ADJUSTED ON SITE BYTHE ELECTRICIAN TO COMPLY WITH RELEVANTWIRING AND B.C.A REGULATIONS.
ENERGY EFFICIENT LIGHTING:FLUORESCENT LIGHTS OR COMPACT FLUORESCENTLIGHTS (CFLS) ARE USED IN AT LEAST 80% OF THETOTAL AMOUNT OF LIGHT FITTINGS. TOTAL AREA ISTO INCLUDE THE FLOOR AREAS OF THE GARAGE,IF IT IS WITHIN THE CLASS 1 BUILDING.SUGGESTED MIN REQUIREMENT'S:PROVIDE ENERGY EFFICIENT LIGHTING AS MAINLIGHTING TO THE GARAGE, BEDROOMS & WET AREAS.
ELECTRICAL LEGEND:
LIGHTING
POWER
SYMBOL DESCRIPTION SPEC. EXTRA
*EEF (DENOTES ENERGY EFFICIENT LIGHT FITTINGS)
SYMBOL DESCRIPTION SPEC. EXTRA
CEILING LIGHT *EEF
DOWN LIGHT *EEF
WALL LIGHT *EEF (APPROX. HT)
PENDANT/TRACK LIGHT *EEF
IXL TASTIC (OR SIMILAR)
TOTAL LIGHT POINTS
- -
-
-
- -
2 -
-BATTEN FLUORO *EEF
ROUND FLUORO *EEF
SENSOR FLOOD/SPOT LIGHT *EEF
1 -
1 -
- -
- -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
QUAD POWER POINT
SINGLE POWER POINT(GARAGE DOOR & FRIDGE)
DOUBLE POWER POINT
DOUBLE W/PROOF POWER POINT
SINGLE W/PROOF POWER POINT
TELEVISION POINT
PHONE DATA POINT
T.V. ANTENNA & BOOSTER(INC. SGPO IN ROOF SPACE)
DISHWASHER POINT
RANGEHOOD POINT
MICROWAVE POINT
OVEN POINT
COOKTOP ISOLATION SWITCH
MISCELLANEOUS
-
-
-
-
-
EXHAUST FAN
CEILING FAN(AS PER BUILDERS SPEC.)
CEILING FAN & LIGHT(AS PER BUILDERS SPEC.)
METER BOX
HOT WATER SYSTEM
SMOKE DETECTORS
DIMMER SWITCH
TWO WAY SWITCH
A/C CONDENSOR ISO SWITCH
-NBN LEAD IN & DRAW WIRE
-NBN COMPLETE (REFER SPEC.)
HWS
SD
DIM
2-WAY
1800
4
1
2
WP/2
WP/1
TV
PH
DW
RH
MW
OV
CT
NBN LEAD IN
NBN COMP
A/C
L
SYMBOL DESCRIPTION SPEC. EXTRA
50
2
2
2
30
5
-
2
2
1
1
1
1
1
1
-
6
-
1
1
6
-
3
-
-
-
-DOUBLE POWER POINT/USBUSB
-
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18
ELECTRICAL PLAN
OF
ISSUE
CHECKED
DRAWN
DESIGN
SCALE
DWG NUMBER
STANDARD BUILDING REGULATIONS and TIMBER FRAMING CODE AS 1684THE BUILDING CODE OF AUSTRALIA and QUEENSLAND DEVELOPMENT CODEALL CONSTRUCTION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH
DATE
SHEET
CLIENT
PROJECT
C COPYRIGHT THIS DRAWING REMAINS THE PROPERTY OF KIERON JAMES DESIGN & IS PROVIDED FOR THE USE AS DESCRIBED AND MAYNOT BE USED OR REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION.
MEMBER BDAQ : QBCC LICENCE No. 81726
BUILDING DESIGN & DRAFTINGPH: 0417 633 275 FAX: 07 5448 3998
EMAIL: info@thebuildingdesigner.com
KIERON JAMES DESIGN
P.O. BOX 483 COOLUM BEACH QLD 4573
BUILDER M. & J. DAVIDSON
PROPOSED RESIDENCELOT 67
01.03.201817-165
N.T.S.
D
GRANITE COURTNOOSAVILLE
A3
KJKJ
KJ
1313
DURING CONSTRUCTION
Wherever possible, components for this building should be
prefabricated off-site or at ground level to minimise the risk of
workers falling more than two metres. However, construction of this
building will require workers to be working at heights where a fall in
excess of two metres is possible and injury is likely to result from such
a fall. The builder should provide a suitable barrier wherever a
person is required to work in a situation where falling more than
two metres is a possibility.
a) WORKING AT HEIGHTS
1. FALLS, SLIPS, TRIPS
FLOOR FINISHES Specified
If finishes have been specified by designer, these have been
selected to minimise the risk of floors and paved areas becoming
slippery when wet or when walked on with wet shoes/feet. Any
changes to the specified finish should be made in consultation with
the designer or, if this is not practical, surfaces with an equivalent or
better slip resistance should be chosen.
FLOOR FINISHES By Owner
If designer has not not been involved in the selection of surface
finishes, the owner is responsible for the selection of surface finishes
in the pedestrian trafficable areas of this building. Surfaces should
be selected in accordance with AS HB 197:1999 and AS/NZ
4586:2004.
STEPS, LOOSE OBJECTS AND UNEVEN SURFACES
Due to design restrictions for this building, steps and/or ramps are
included in the building which may be a hazard to workers carrying
objects or otherwise occupied. Steps should be clearly marked with
both visual and tactile warning during construction, maintenance,
demolition and at all times when the building operates as a
workplace.
Building owners and occupiers should monitor the pedestrian
access ways and in particular access to areas where maintenance
is routinely carried out to ensure that surfaces have not moved or
cracked so that they become uneven and present a trip hazard.
Spills, loose material, stray objects or any other matter that may
cause a slip or trip hazard should be cleaned or removed from
access ways.
Contractors should be required to maintain a tidy work site during
construction, maintenance or demolition to reduce the risk of trips
and falls in the workplace. Materials for construction or
maintenance should be stored in designated areas away from
access ways and work areas.
DURING OPERATION OR MAINTENANCE
For houses or other low-rise buildings where scaffolding is
appropriate:
Cleaning and maintenance of windows, walls, roof or other
components of this building will require persons to be situated
where a fall from a height in excess of two metres is possible. Where
this type of activity is required, scaffolding, ladders or trestles should
be used in accordance with relevant codes of practice,
regulations or legislation.
For buildings where scaffold, ladders, trestles are not appropriate:
Cleaning and maintenance of windows, walls, roof or other
components of this building will require persons to be situated
where a fall from a height in excess of two metres is possible. Where
this type of activity is required, scaffolding, fall barriers or Personal
Protective Equipment (PPE) should be used in accordance with
relevant codes of practice, regulations or legislation.
b) SLIPPERY OR UNEVEN SURFACES
Construction, maintenance or demolition work on or around thisbuilding is likely to involve persons working above ground level or
above floor levels. Where this occurs one or more of the followingmeasures should be taken to avoid objects falling from the areawhere the work is being carried out onto persons below.
1. Prevent or restrict access to areas below where the work is being carried out.2. Provide toeboards to scaffolding or work platforms.3. Provide protective structure below the work area.4. Ensure that all persons below the work area have Personal Protective Equipment (PPE).
LOOSE MATERIALS OR SMALL OBJECTS
2. FALLING OBJECTS
During construction, renovation or demolition of this building, parts of
the structure including fabricated steelwork, heavy panels and many
other components will remain standing prior to or after supporting
parts are in place. Contractors should ensure that temporary bracing
or other required support is in place at all times when collapse which
may injure persons in the area is a possibility.
Mechanical lifting of materials and components during construction,
maintenance or demolition presents a risk of falling objects.
Contractors should ensure that appropriate lifting devices are used,
that loads are properly secured and that access to areas below the
load is prevented or restricted.
BUILDING COMPONENTS
3. TRAFFIC MANAGEMENTFor building on a major road, narrow road or steeply sloping road:
Parking of vehicles or loading/unloading of vehicles on this roadway
may cause a traffic hazard. During construction, maintenance or
demolition of this building designated parking for workers and loading
areas should be provided. Trained traffic management personnel
should be responsible for the supervision of these areas.
For building where on-site loading/unloading is restricted:
Construction of this building will require loading and unloading of
materials on the roadway. Deliveries should be well planned to avoid
congestion of loading areas and trained traffic management
personnel should be used to supervise loading/unloading areas.
For all buildings:
Busy construction and demolition sites present a risk of collision where
deliveries and other traffic are moving within the site. A traffic
management plan supervised by trained traffic management
personnel should be adopted for the work site.
4. SERVICESGENERAL
Rupture of services during excavation or other activity creates a
variety of risks including release of hazardous material. Existing
services are located on or around this site. Where known, these are
identified on the plans but the exact location and extent of
services may vary from that indicated. Services should be located
using an appropriate service (such as Dial Before You Dig),
appropriate excavation practice should be used and, where
necessary, specialist contractors should be used.
Locations with underground power:
Underground power lines MAY be located in or around this site. All
underground power lines must be disconnected or carefully
located and adequate warning signs used prior to any
construction, maintenance or demolition commencing.
Locations with overhead power lines:
Overhead power lines MAY be near or on this site. These pose a risk
of electrocution if struck or approached by lifting devices or other
plant and persons working above ground level. Where there is a
danger of this occurring, power lines should be, where practical,
disconnected or relocated. Where this is not practical adequate
warning in the form of bright coloured tape or signage should be
used or a protective barrier provided.
5. MANUAL TASKSComponents within this design with a mass in excess of 25kgshould be lifted by two or more workers or by mechanical liftingdevice. Where this is not practical, suppliers or fabricators shouldbe required to limit the component mass.All material packaging, building and maintenance componentsshould clearly show the total mass of packages and wherepractical all items should be stored on site in a way whichminimises bending before lifting. Advice should be provided onsafe lifting methods in all areas where lifting may occur.Construction, maintenance and demolition of this building willrequire the use of portable tools and equipment. These should befully maintained in accordance with manufacturer’sspecifications and not used where faulty or (in the case ofelectrical equipment) not carrying a current electrical safety tag.All safety guards or devices should be regularly checked andPersonal Protective Equipment should be used in accordancewith manufacturer’s specification.
6. HAZARDOUS SUBSTANCESASBESTOSFor alterations to a building constructed prior to 1990:
If this existing building was constructed prior to:
1990 - it therefore may contain asbestos
1986 - it therefore is likely to contain asbestos
either in cladding material or in fire retardant insulation material. In
either case, the builder should check and, if necessary, take
appropriate action before demolishing, cutting, sanding, drilling or
otherwise disturbing the existing structure.
POWDERED MATERIALSMany materials used in the construction of this building can causeharm if inhaled in powdered form. Persons working on or in thebuilding during construction, operational maintenance or demolitionshould ensure good ventilation and wear Personal ProtectiveEquipment including protection against inhalation while usingpowdered material or when sanding, drilling, cutting or otherwisedisturbing or creating powdered material.
TREATED TIMBERThe design of this building may include provision for the inclusion oftreated timber within the structure. Dust or fumes from this materialcan be harmful. Persons working on or in the building duringconstruction, operational maintenance or demolition should ensuregood ventilation and wear Personal Protective Equipment includingprotection against inhalation of harmful material when sanding,drilling, cutting or using treated timber in any way that may causeharmful material to be released. Do not burn treated timber.
VOLATILE ORGANIC COMPOUNDSMany types of glue, solvents, spray packs, paints, varnishes andsome cleaning materials and disinfectants have dangerousemissions. Areas where these are used should be kept wellventilated while the material is being used and for a period afterinstallation. Personal Protective Equipment may also be required.The manufacturer’s recommendations for use must be carefullyconsidered at all times.
SYNTHETIC MINERAL FIBREFibreglass, rockwool, ceramic and other material used for thermal orsound insulation may contain synthetic mineral fibre which may beharmful if inhaled or if it comes in contact with the skin, eyes or othersensitive parts or the body. Personal Protective Equipment includingprotection against inhalation of harmful material should be used wheninstalling, removing or working near bulk insulation material.
TIMBER FLOORSThis building may contain timber floors which have an applied finish.Areas where finishes are applied should be kept well ventilated duringsanding and application and for a period after installation. PersonalProtective Equipment may also be required. The manufacturer’srecommendations for use must be carefully considered at all times.
7. CONFINED SPACES
Construction of this building and some maintenance on thebuilding will require excavation and installation of items withinexcavations. Where practical, installation should be carried outusing methods which do not require workers to enter theexcavation. Where this is not practical, adequate support for theexcavated area should be provided to prevent collapse. Warningsigns and barriers to prevent accidental or unauthorised access toall excavations should be provided.
EXCAVATION
For buildings with enclosed spaces where maintenance or other
access may be required:
Enclosed spaces within this building may present a risk to persons
entering for construction, maintenance or any other purpose. The
design documentation calls for warning signs and barriers to
unauthorised access. These should be maintained throughout the
life of the building. Where workers are required to enter enclosed
spaces, air testing equipment and Personal Protective Equipment
should be provided.
ENCLOSED SPACES
For buildings with small spaces where maintenance or other access
may be required:
Some small spaces within this building will require access by
construction or maintenance workers. The design documentation
calls for warning signs and barriers to unauthorised access. These
should be maintained throughout the life of the building. Where
workers are required to enter small spaces they should be
scheduled so that access is for short periods. Manual lifting and
other manual activity should be restricted in small spaces.
SMALL SPACES
8. PUBLIC ACCESSPublic access to construction and demolition sites and to areasunder maintenance causes risk to workers and public. Warningsigns and secure barriers to unauthorised access should beprovided. Where electrical installations, excavations, plant or loosematerials are present they should be secured when not fullysupervised.
9. OPERATIONAL USE OF BUILDING
This building has been designed as a residential building. If it, at alater date, it is used or intended to be used as a workplace, theprovisions of the Work Health and Safety Act 2011 or subsequentreplacement Act should be applied to the new use.
RESIDENTIAL BUILDINGS
10.OTHER HIGH RISK ACTIVITYAll electrical work should be carried out in accordance with Code
of Practice: Managing Electrical Risks at the Workplace, AS/NZ
3012 and all licensing requirements.
All work using Plant should be carried out in accordance with
Code of Practice: Managing Risks of Plant at the Workplace.
All work should be carried out in accordance with Code of
Practice: Managing Noise and Preventing Hearing Loss at Work.
Due to the history of serious incidents it is recommended that
particular care be exercised when undertaking work involving steel
construction and concrete placement. All the above applies.
THESE NOTES MUST BE READ AND UNDERSTOOD BY ALL INVOLVED IN THE PROJECT.
THIS INCLUDES (but is not excluded to): OWNER, BUILDER, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS, MAINTAINERS, DEMOLISHERS.
FLOOR AREAS
LIVING 184.5 m²
ALFRESCO 20.2 m²
PORCH 3.8 m²
GARAGE 44.4 m²
Grand total 252.9 m²
ISSUE DESCRIPTION DATE
A PRELIMINARY DRAWINGS 28.11.17
B BUILDING APPROVAL 07.12.17
C MINOR CHANGES 01.03.18