22 february 2002 - mackay councilf. window sizes are nominal only, actual sizes will vary with...
TRANSCRIPT
A P P E N D I X C
Proposal Plans
OFFICE USE ONLYAMENDMENTS TO SCHEDULE
REV.STAGED
PLANDATE DESCRIPTION OF CHANGE TO SCHEDULE
28.05.14 A WD'S WORKING DRAWINGS
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
c
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
THIS DESIGN IN PART OR WHOLE IS SUBJECT TO COPYRIGHT MURPHY BUILDERS QLD
BUILDING DESIGNERSJAZZDESIGNS
1 : 100
MURPHY HOMES
LOT 268 FAIRWAY DRIVETHE WATERS OORALEABAKERS CREEK QLD 4740
000-KAL'10.06.14
14 00104
ADH BJC
WORKING DWG'S
600m²
KENSINGTON 29KALBARRIFACADE
Cover Sheet
All material shall be new UNO. Reused items to be checked for soundness etc. prior to use.
- AS PER ENGINEERS DETAILS
b. Walls to have a continuous cavity kept clear of mortar droppings.
a. Brickwork to conform to AS 3700 1998 Masonry in buildings
c. Ceramic tiles or other approved impervious material to walls above showers to 1800mm min above floor.
c. Brick foundation walls under timber floors to have vents at 7500 sq mm per metre length of externalwall. (Approx. 1 brick sized vent every 2 metres.)
a. Floor surfaces to bath & laundry shall be impervious, with junctions between wall and floor flashed to preventmoisture penetration into walls.
Dimensions take preference to scale and are to structure not finish.
Work shall comply with the Building Code of Australia, Building Act Qld, and all relevant current AustralianStandards. Any outdated Standards listed in these notes are to be taken to refer to the current edition.
Check and verify dimensions and confirm any existing dimensions marked.
All dimensions in millimetres.
d. Ground surface to be sloped 1:20 (min) away from building for 900mm (min) and to a pointwhere ponding will not occur near the building.
b. Footings shall be placed as per builders spec or engineers details.
c. Footings to found in non-expansive natural material having a minimum allowable bearing capacity of 100kPa.
e. Dish drains and ag-pipes to be provided as indicated to facilitate drainage of water awayfrom building into drainage system.
It is at the Builders discretion to position bulkheads or service panels underfloor framing to accommodate plumbing services
a. Site to be excavated and or filled to levels shown.
6. UNO = Unless Noted Otherwise.
OMP = Outer Most Point. DPC = Damp Proof Course.
a. All sizes of timber members deduced from AS 1684
c. Sizes of timber members may vary upon ordering requirements but must remain within the guidelinesof the said reference material.
b. All remaining sizes of items deduced from Australian Domestic Construction Manual orrelevant manufacturers specification.
Manufacturers specification means a current approved specification for use under the conditionsapplicable.
STEELWORK
BRICKWORK
REINFORCED CONCRETE
AS APPLICABLE - REFER DWG FOR MATERIALS USED.
WET AREA SURFACES
FRAMING TIMBER
BLOCKWORK
MATERIALS AND CONSTRUCTION
GENERAL NOTES:
SITE WORKS
DESIGN LOADS
c.Any variation at construction stage to comply with Council policy.
b. Position of retaining walls may vary and must be verified by builder prior to commencement.a. All retaining walls are to comply with Council policy on retaining walls and embankments on residential building sites.
RETAINING WALLS
- AS PER ENGINEERS DETAILS
- AS PER ENGINEERS DETAILS
- AS PER AS 1684. 1999 National timber framing code
4.3.
2.1.
5.
7.
d. Provide wall ties at 600mm spacings both vertical and horizontal andwithin 300mm of articulation joints. Brick ties to be stainless steel.
STAIR REQUIREMENTS
Min. tread 240mm, Min.riser 115mm, Max. riser 190mm. Space between open treads Max. 125mm. Treads to be a nonslip surface. Balustrades : min. 1000mm above landings with max. opening of 125mm and in accordanced with BCA3.9.2. For stainless steel ballustrade, refer to table 3.9.2.1 (Wire balustrade construction - required wire tension andmaximum permissible deflection) of the BCA
b. All wet areas to comply with BCA 3.8.1.2 and AS 3740. Splashbacks shall be imperviousfor 150mm above sinks, troughs and hand basins within 75mm of the wall.
TILED DECKS:
Tiled decks over livable areas are to be, in the following order over the floor joists : 19mm compressedFC sheet, with one layer of parchem emerproof 750 with a second layer of sand seed with a DFT of1300 micron, installed to manuf. specifications, and floor tiles over, all corners to have 20mm masticsealant under parchem emerproof 720
SAFTEY GLAZING TO BE USED IN THE FOLLOWING CASES:
a. All rooms - within 500mm vertical of the floorb. Bathrooms within 1500mm vertical of the floorsc. Fully glazed doorsd. Shower screense. Within 300mm of a door and <1200mm above floor levelf. window sizes are nominal only, actual sizes will vary with manufacturer, flashing all round
These plans are to be read in conjuction with any structural and civil engineering computions and drawings
All buildings shall be protected against termite attack in accordance with AS 3660.1 and a durable notice shallbe left in the meter box indicating type of barrier and required periodical inspections
All works shall comply with but not limited to the building code of australia and theaustralian standards listed below.
AS 1288 - 1994 GLASS IN BUILDINGS SELECTION AND INSTALLATION
AS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING
AS 1684 - 1999 NATIONAL TIMBER FRAMING CODEAS 2049 - 1992 ROOF TILES
AS 2050 - 1995 INSTALLATION OF ROOF TILES
AS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION
AS /NZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS
AS 3600 - 1994 CONCRETE STRUCTURESAS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES
AS 3700 - 1998 MASONRY IN BUILDINGSAS 3786 - 1993 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS
AS 4055 - 1992 WIND LOADING FOR HOUSESAS 4100 - 1996 STEEL STUCTURES
Smoke detectors to be hard wired with emergency back-up and comply with AS3786
Wind speed as nominated on bracing plan or soil test
Provide lift-off hinges to WC or open out door or min. 1200mm clearance from door to pan.
All construction materials supplied must take into account proximity to coastal or industrial environments, in accordance with manuf. specifications
These plans are protected by copy right and are the property of the author.
DRAWING LIST -KALBARRI FACADE
000-KAL' Cover Sheet
001-KAL' 3D Perspectives
100-KAL' Site Plan
200-KAL' Ground Floor
201-KAL' Roof Plan
300-KAL' Elevations
301-KAL' Elevations
302-KAL' Sections
400 Slab Plan
500 Electrical Plan
700 Kitchen Details
701 Wet Area Details
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
c
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
THIS DESIGN IN PART OR WHOLE IS SUBJECT TO COPYRIGHT MURPHY BUILDERS QLD
BUILDING DESIGNERSJAZZDESIGNS
MURPHY HOMES
LOT 268 FAIRWAY DRIVETHE WATERS OORALEABAKERS CREEK QLD 4740
001-KAL'10.06.14
14 00104
ADH BJC
WORKING DWG'S
600m²
KENSINGTON 29KALBARRIFACADE
3D Perspectives
V
V
V
KK
T
E H
TBM
HCB
10.3
00
10.2
00
10.3
50
10.0
00
10.2
52
10.2
16
9.9
41
10.1
91
10.2
69
10.2
61
10.2
42
10.3
49
10.3
07
10.2
63
10.3
52
10.3
97
10.3
99
10.3
81
10.3
89
10.3
83
CROSS OVERTo Local Shire CouncilRequirements.23m²
UNIT 1
UNIT 2
PROPOSED RESIDENCEGROUND FFL = 10.600
PAD RL = 10.290
PROPOSED DRIVEWAY43m²
FENCE MOUNTEDCLOTHES LINE
FENCE MOUNTEDCLOTHES LINE
GASBOTTLES
GASBOTTLES
MBTAP
DP
DP
DPTAP
DPTAP
DP DP
TAP MB
DP-C
DP-C
F A
I R
W A
Y
D
R I
V EG-HWS
G-HWS
6150 OMP
6600 WALL
4500 OMP
6000 OMP
6450 WALL
1865 O
MP
2315
WA
LL
1865 O
MP
2315
WA
LL
4950 WALL
PRIVATE OPENSPACE -
85m² TOTAL
PRIVATEOPEN SPACE- 85m² TOTAL
PRINCIPAL PRIVATEOPEN SPACE4x4m - 16m²
PRINCIPAL PRIVATEOPEN SPACE4x4m - 16m²
BIN STORAGEUnit 1
BIN STORAGEUnit 2
TANDEM PARKING
LETTERBOX
SE
WE
R
SIT
E S
CR
AP
E
TO
P O
F B
AT
TE
R
TO
E O
F B
AT
TE
R
TOP OF BATTER
TOE OF BATTER
TOP OF BATTER
TOE OF BATTER
TO
P O
F B
AT
TE
R
TO
E O
F B
AT
TE
R
TO
P O
F B
AT
TE
R
TO
E O
F B
AT
TE
R
CU
T 10
CUT 70APPROX'
FILL 70APPROX'
EXISTING TREERelocate
5000 M
AX
IMU
M
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
c
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
THIS DESIGN IN PART OR WHOLE IS SUBJECT TO COPYRIGHT MURPHY BUILDERS QLD
BUILDING DESIGNERSJAZZDESIGNS
1 : 150
MURPHY HOMES
LOT 268 FAIRWAY DRIVETHE WATERS OORALEABAKERS CREEK QLD 4740
100-KAL'10.06.14
14 00104
ADH BJC
WORKING DWG'S
600m²
KENSINGTON 29KALBARRIFACADE
Site PlanNOTE: STORMWATER DRAINAGE CALCULATED FOR BUILDING ROOF AREAS AND ORPAVED AREAS SHOWN ON THIS PROPOSED DEVELOPMENT ONLY, AND MAY NOT BEADEQUATE FOR ANY SUBSEQUENT ROOF OR PAVED AREAS.MIN 100x75 DOWNPIPES ( EACH TO DRAIN MAX 40.00m SQU ROOF AREA) DISCHARINGINTO 100mm S/W DRAINAGE PIPEWORK (EACH RUN CARRYING MAX CAPACITY OF 8litres/sec) MIN GRADE TO RUBBLE PITS ON SITE TO BE 1%. ALL STORMWATER & DRAINAGETO BE IN COMPLIANCE WITH BCA PARTS 3.1.2 & 3.5.2 AS WELL AS ASNZS3500
NOTE : FINAL POSITIONS OF DOWNPIPES,METERBOX, TAPS, AC ODU, WATERTANK, GASBOTTLES AND HOT WATER SYSTEM, MAYDIFFER TO PLAN DUE TO SITE CONDITIONS.
PROPOSED RESIDENCELOT 268SITE AREA = 600m²SITE COVERAGE = 41%
LEGEND
DP DOWNPIPE
DP-C DOWNPIPE-COLORBOND.Colour to match abutting post/wall
G-HWS GAS HOT WATER SYSTEM
MB METER BOX
TAP 12mm HOSE COCK - EXTERNAL
Areas
Name Area
UNIT 1 LIVING 103.37 m²
UNIT 1 PATIO 12.17 m²
UNIT 1 PORCH 2.04 m²
UNIT 1 GARAGE 19.75 m²
UNIT 2 LIVING 103.37 m²
UNIT 2 GARAGE 19.75 m²
UNIT 2 PORCH 2.04 m²
UNIT 2 PATIO 12.17 m²
Grand total 274.65 m²
Areas Unit 1
Name Area
UNIT 1 GARAGE 19.75 m²
UNIT 1 LIVING 103.37 m²
UNIT 1 PATIO 12.17 m²
UNIT 1 PORCH 2.04 m²
Grand total 137.33 m²
Areas Unit 2
Name Area
UNIT 2 GARAGE 19.75 m²
UNIT 2 LIVING 103.37 m²
UNIT 2 PATIO 12.17 m²
UNIT 2 PORCH 2.04 m²
Grand total 137.33 m²
AREA SCHEDULE - (Excludingun-enclosed external spaces)
UNIT 1 GARAGE 19.75 m²
UNIT 1 LIVING 103.37 m²
UNIT 2 GARAGE 19.75 m²
UNIT 2 LIVING 103.37 m²
Grand total 246.22 m²1 : 150
SITE PLAN1
820
2124
Pan
el82
0
820
2124
SG
D
BED 2
DININGGARAGE
PORCH
PATIO
ENTRY
820
720
BED 1
EN'S
SW1818
2700
LIVING
820
1100
1100
BED 3
KIT
CH
EN
WC
820
2124
Pan
el82
0
820
2124
SG
D BED 2
DININGGARAGE
PORCH
PATIO
ENTRY
820
720
BED 1
EN'S
SW1818
2700
LIVING
820
1100
1100
BED 3BATH
WC
SW1218SW1515SW0906820GLSW1806
820GL SW0906 SW1515 SW1218
SW1806
SW1806SW1806
820
CS
D
720
LOH
770
770
720
LOH
820
CS
D
UNIT 1
UNIT 2
FIRE RATED PARTY WALLREFER DETAIL
OBS
OBS
WM
LT
900x900
LTW
M
900x900
15370
15370
4470
90
150
5950
150
90
4470
4490
220
220
10440
220
1465
70
1465
70
1200
70
3023
205
3023
70
1200
70
1465
70
1465
220
150
90
3360
8170
3360
90
150
3600
220
3163
705
30 2
055
30 7
03163
220
3600
220
4550
70
2743
205
2743
70
4550
220
220
3000
70
53070
3693
205
3693
7053070
3000
220
220
3000
70
4293
205
4293
70
3000
220
150 90 2930 15280
150 90 2930 15280
3170 220 3800 90 1610 70 2530 70 3000 70530
70 3000 220
90 1610 70 1520 70 940 70
3170 220 3800 90 1610 70 2530 70 3000 70530
70 3000 220
90 1610 70 1520 70 940 70
220 3100 70 1530 70 5670 70 6000 220 1260 90 150
220 3100 70 1530 70 5670 70 6000 220 1260 90 150
SH
R
DP TAPGAS BOTTLES
900
VA
N
SH
R
MB
MB
TAP
TAP
TAP
GAS BOTTLES
900
VA
N
900
VA
N90
0 V
AN
DP
DP
DPDP
DP
DP-C
DP-C
SD
SD
SD
SD
FW
FW
FW
FW
BATH
FW
FW
FW
FW
200
OV
ER
HA
NG
PT
YO
HC
RE
F
HP
+RH
UB
O
SK
DW
KIT
CH
EN
200
OV
ER
HA
NG
PT
YO
HC
RE
F
HP
+RH
UB
O
SK
DW
220
1975
70
955
70
70
955
70
1975
220
1500
900x1500
900x1500
126090
150
1400
GA
RA
GE
DO
OR
2460
770
GA
RA
GE
DO
OR
2460
1400
MH 560
G-HWS
G-HWS
MH 560
COL-T1
COL-T1
COL-T1
COL-T1
AC
-MA
C-M
AC-L
AC-L
1302-KAL'
2302-KAL'
SW
1806
SW
1806
SW
1806
SW
1806
18450
18450
LINEN
L'DRY
LINEN
L'DRY
MECH'EXHAUSTTO WC
MECH'EXHAUSTTO EN'S
MECH'EXHAUSTTO WC
MECH'EXHAUSTTO EN'S
STORE6m³
STORE6m³
2 x 720
2 x 720
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
c
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
THIS DESIGN IN PART OR WHOLE IS SUBJECT TO COPYRIGHT MURPHY BUILDERS QLD
BUILDING DESIGNERSJAZZDESIGNS
1 : 100
MURPHY HOMES
LOT 268 FAIRWAY DRIVETHE WATERS OORALEABAKERS CREEK QLD 4740
200-KAL'10.06.14
14 00104
ADH BJC
WORKING DWG'S
600m²
KENSINGTON 29KALBARRIFACADE
Ground Floor
LEGEND
900 VAN VANITY UNIT - 900 LONG
900x900 SHOWER - 900x900
900x1500 SHOWER - 900x1500
AC-L AIR-CONDITIONER, Living
AC-M AIR-CONDITIONER, Master Bed
COL-T1 COLUMN - 90x90 HWD. REFERENG'S DWG'S
DP DOWNPIPE
DP-C DOWNPIPE-COLORBOND.Colour to match abutting post/wall
DW DISHWASHER
FW FLOOR WASTE
G-HWS GAS HOT WATER SYSTEM
HP+RH HOT PLATE AND RANGEHOOD
LT LAUNDRY TUB
MB METER BOX
MH 560 MANHOLE - 560x560
OBS OBSCURE GLAZING
OHC CUPBOARD - OVERHEAD
PTY PANTRY FITOUT
REF REFRIGERATOR
SD SMOKE ALARM - IONISATION
SHR SHOWER
SK SINK
TAP 12mm HOSE COCK - EXTERNAL
UBO OVEN - UNDER BENCH
WM WASHING MACHINE
Areas
Name Area
UNIT 1 LIVING 103.37 m²
UNIT 1 PATIO 12.17 m²
UNIT 1 PORCH 2.04 m²
UNIT 1 GARAGE 19.75 m²
UNIT 2 LIVING 103.37 m²
UNIT 2 GARAGE 19.75 m²
UNIT 2 PORCH 2.04 m²
UNIT 2 PATIO 12.17 m²
Grand total 274.65 m²
1 : 100
GROUND FLOOR PLAN1
NOTES :- FINAL POSITIONS OF DOWNPIPES, METERBOX, TAPS, AC ODU, WATERTANK, GAS BOTTLES AND HOT WATER SYSTEM, MAY DIFFER TO PLAN DUE TO SITE CONDITIONS.- LIFT OFF HINGES TO WC DOOR- SARKING TO ROOF- R1.5 INSULATION TO CEILINGS- ALL SHOWER ROSES TO BE AAA RATED- WATER PRESSURE LIMITED TO 500 KPA AT THE METER- ROOMS WITH NO NATURAL VENTILATION TO HAVE MECHANICAL VENTILATION INSTALLED- PROVIDE WATER AND POWER PROVISION TO DISHWASHER SPACE- WINDOW, SGD & INTERNAL DOOR SIZES ARE NOMINAL ONLY & TO BE CONFIRMED WITH MANUFACTURER- ARTICULATION JOINTS TO ENGINEER'S DETAIL
DPDP
DP
DP
DP DP
DP-C
DP-C
6150 OMP
6600 WALL
1865 O
MP
2315
WA
LL
1865 O
MP
2315
WA
LL
4500 OMP
22.5º PITCH
22.5º PITCH
22.5
º P
ITC
H
22.5
º P
ITC
H
22.5
º P
ITC
H22
.5º
PIT
CH
4950 WALL
6450 WALL
6000 OMP
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
c
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
THIS DESIGN IN PART OR WHOLE IS SUBJECT TO COPYRIGHT MURPHY BUILDERS QLD
BUILDING DESIGNERSJAZZDESIGNS
1 : 100
MURPHY HOMES
LOT 268 FAIRWAY DRIVETHE WATERS OORALEABAKERS CREEK QLD 4740
201-KAL'10.06.14
14 00104
ADH BJC
WORKING DWG'S
600m²
KENSINGTON 29KALBARRIFACADE
Roof Plan
LEGEND
22.5º PITCH TRUSSES @ 900CTRS MAX,To Manufacturers Specifications
DP DOWNPIPE
DP-C DOWNPIPE-COLORBOND.Colour to match abuttingpost/wall
1 : 100
ROOF PLAN1
RLGround Floor
10.600
SFLGF Ceiling
13.040
CE
ILIN
G
2440
600 POST
820 8202124 Panel 2124 Panel
Cs
Cbr
Cs
Cs
Cfg Cfg
172
172
600 POST
O/H
450
COL-T1 COL-T1
22.5º PITCH
NGL
O/H
450
Cbr Fca CbrFca
JO
INE
RY
2100
RLGround Floor
10.600
SFLGF Ceiling
13.040
CE
ILIN
G
2440
JO
INE
RY
2100
SW1515
SW
1218
SW
0906
820GLSW
1806
SW
1806
SW1818
O/H
450
600 POST
OBS
CfgCfgCbr
Cs
Cbr Cbr
86
NGL
COL-T1
22.5º PITCH
O/H
450
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
c
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
THIS DESIGN IN PART OR WHOLE IS SUBJECT TO COPYRIGHT MURPHY BUILDERS QLD
BUILDING DESIGNERSJAZZDESIGNS
1 : 100
MURPHY HOMES
LOT 268 FAIRWAY DRIVETHE WATERS OORALEABAKERS CREEK QLD 4740
300-KAL'10.06.14
14 00104
ADH BJC
WORKING DWG'S
600m²
KENSINGTON 29KALBARRIFACADE
Elevations
LEGEND
22.5º PITCH TRUSSES @ 900CTRS MAX,To Manufacturers Specifications
Cbr Common Brick, Render Finish
Cfg Colorbond Fascia & Gutter
COL-T1 COLUMN - 90x90 HWD. REFERENG'S DWG'S
Cs Colorbond Steel Roofing
Fca Scyon Axon Cladding
NGL NATURAL GROUND LEVEL,Depicted By Dashed Line
OBS OBSCURE GLAZING
1 : 100
ELEVATION1
1 : 100
ELEVATION2
RLGround Floor
10.600
SFLGF Ceiling
13.040
OBS
SW
1218
SW
0906
820GL SW
1806
SW
1806
SW1818
SW1515
CE
ILIN
G
2440
JO
INE
RY
2100
O/H
450
600 POST
CfgCfgCbr
Cs
CbrCbr
86
NGL
22.5º PITCH
COL-T1
O/H
450
RLGround Floor
10.600
SFLGF Ceiling
13.040
2124
SG
D
2124
SG
D
CE
ILIN
G
2440
Cs
Cbr Cbr Cbr CbrCfg Cfg
86
86
POST
600
O/H
450
O/H
450POST
600
22.5º PITCH
COL-T1COL-T1
NGL
JO
INE
RY
2100
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
c
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
THIS DESIGN IN PART OR WHOLE IS SUBJECT TO COPYRIGHT MURPHY BUILDERS QLD
BUILDING DESIGNERSJAZZDESIGNS
1 : 100
MURPHY HOMES
LOT 268 FAIRWAY DRIVETHE WATERS OORALEABAKERS CREEK QLD 4740
301-KAL'10.06.14
14 00104
ADH BJC
WORKING DWG'S
600m²
KENSINGTON 29KALBARRIFACADE
Elevations
LEGEND
22.5º PITCH TRUSSES @ 900CTRS MAX,To Manufacturers Specifications
Cbr Common Brick, Render Finish
Cfg Colorbond Fascia & Gutter
COL-T1 COLUMN - 90x90 HWD.REFER ENG'S DWG'S
Cs Colorbond Steel Roofing
NGL NATURAL GROUND LEVEL,Depicted By Dashed Line
OBS OBSCURE GLAZING
1 : 100
ELEVATION4
1 : 100
ELEVATION3
RLGround Floor
10.600
SFLGF Ceiling
13.040
2440
172
BED 1 ENTRY PORCHDINING KITCHEN
POST
600450
22.5º PITCH
WPS RCS
NGL
RLGround Floor
10.600
SFLGF Ceiling
13.040
2440 GARAGE ENTRY BED 2GARAGEENTRYBED 2
PARTY WALL BETWEEN EACH UNITTO COMPLY WITH THE FIRE &ACOUSTICS SECTIONS OF THE BCA& MANUFACTURERS SPECIFICATIONSREFER DETAIL
22.5º PITCH
WPS
NGL
DWG NO:
SCALE:
DATE:
JOB NO:
ISSUE:
JOB ADDRESS:
CHECKED:DRAWN:CLIENT:
c
S.P:
PARISH:
COUNTY:
LAND AREA:
PROPERTY DETAILS
USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.
STAGED PLAN:DESIGN:
CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________
THIS DESIGN IN PART OR WHOLE IS SUBJECT TO COPYRIGHT MURPHY BUILDERS QLD
BUILDING DESIGNERSJAZZDESIGNS
1 : 100
MURPHY HOMES
LOT 268 FAIRWAY DRIVETHE WATERS OORALEABAKERS CREEK QLD 4740
302-KAL'10.06.14
14 00104
ADH BJC
WORKING DWG'S
600m²
KENSINGTON 29KALBARRIFACADE
SectionsNOTES:- SELECTED ROOF FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ROOF BATTENS FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ROOF TRUSSES TO MANUFACTURERS SPECIFICATION- BRACING OF TRUSSES TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ALL TIMBER SIZES TO CONFORM WITH BCA STANDARDS- SLAB & FOOTINGS TO ENGINEERS DETAIL- FLOORING MEMBERS TO ENGINEERS DETAIL
LEGEND
22.5º PITCH TRUSSES @ 900CTRS MAX,To Manufacturers Specifications
NGL NATURAL GROUND LEVEL,Depicted By Dashed Line
RCS REINFORCED CONC. SLAB,To Eng's Details
WPS WAFFLE POD SLAB, To Eng'sDetails
1 : 100
SECTION1
1 : 100
SECTION2
MECH'
EXHAUST
TO EN'S
MECH'
EXHAUST
TO WC
MECH'
EXHAUST
TO EN'S
MECH'
EXHAUST
TO WC
20
0
OV
ER
HA
NG
20
0
OV
ER
HA
NG
GAS
BOTTLES
GAS
BOTTLES
FIRE RATED PARTY
WALL
REFER DETAIL
10.200
10.00
0
10.25
210.
216
9.941
10.19110.
269
10.26
1
10.24
2
10.34
910.
307
10.26
3
10.35
2
10.38
3
V
VV
E HTBM
HCB
CROSS OVER
To Local Shire
Council
Requirements.
21m²
PROPOSED
DRIVEWAY
42m²
FENCE
MOUNTED
CLOTHES LINE
FENCE
MOUNTED
CLOTHES LINE
GAS
BOTTLES
PRINCIPAL
PRIVATE
OPEN SPACE
4x4m - 16m²
PRINCIPAL
PRIVATE
OPEN SPACE
4x4m - 16m²
BIN
STORAGE
Unit 1
BIN
STORAGE
Unit 2
LETTERBOX
SE
WE
R
SIT
E
SC
RA
PE
TO
P O
F
BA
TT
ER
TO
E O
F
BA
TT
ER
TO
P O
F
BA
TT
ER
TO
E O
F
BA
TT
ER
TO
P O
F
BA
TT
ER
TO
E O
F
BA
TT
ER
C
U
T
1
0
CUT 70
APPROX'
FILL 70
APPROX'
EXISTING
TREE
Relocate
ED 14188 OPW - 01 B
issue
Date 30 MAY 2014
Scale 1: 150 @ A3Design DrawnSheet 01 OF 03
JV
CLIENT
DWGTITLE
JV
LANDSCAPE PLAN - OPERATIONAL WORKS
DIAL BEFORE
YOU DIG
WWW. 1100.com.au
LANDSCAPE DESIGN INTENT BY MURPHY HOMES PTY LTD
1800 HIGH TIMBER
PALING FENCE
1800 HIGH TIMBER
PALING FENCE
1800 HIGH
RETURN
TIMBER PALING
FENCE & GATE
1800 HIGH TIMBER
PALING FENCE
1800 HIGH
RETURN
TIMBER PALING
FENCE & GATE
1800 HIGH TIMBER
PALING FENCE
EXISTING
1800 HIGH TIMBER
PALING FENCE
TURF
TURF
TURF
SELECT
EXPOSED
AGGREGATE
DRIVEWAY
EXISTING
1800 HIGH TIMBER
PALING FENCE
2 x PHI xan
2 x DIE bic
2 x DIE bic
5 x TRA Tri
5 x TRA Tri
TURF
2 x PHI xan
TE
TE
TE
TE
TE
TE
TE
TE
TURF
TURF
TURF
1 x GRE HG
45 litre
(1.2m high at planting)
2 x GRE HG
45 litre
(1.2m high at planting)
1 x GRE HG
45 litre
(1.2m high at planting)
3 x MET tho
1.0m high at planting
3 x MET tho
1.0m high at planting
SELECT NATIVE TREES
WITHIN SEWER EASEMENT
MAXIMUM 3M HIGH AT
MATURITY WITH
NON-INVASIVE ROOT
SYSTEMS
DETAILS PLAN - OPERATIONAL WORKS
DIAL BEFORE
YOU DIG
WWW. 1100.com.au
c
ed
MIN 1500mm
c
ed
c
ed
Tree Planting Distances from Services
ED 14188 OPW - 02 B
issue
Date 15 MAY 2014Scale
Design DrawnSheet 02 OF 03
JV
CLIENT
DWGTITLE
JV
SPECIFICATION AND PLANT SCHEDULE PLAN - OPERATIONAL WORKS
DIAL BEFORE
YOU DIG
WWW. 1100.com.au
SPECIFICATION FOR LANDSCAPE WORKS
GENERAL CONDITIONS
SITE PREPARATION /
EARTHWORKS
MATERIALS / SERVICES
HARDSCAPE
PLANT MANAGEMENT
SOFTSCAPE
IRRIGATION
SCOPE PERFORMANCE
TURF
LANDSCAPE
ESTABLISHMENT PERIOD
ALL LANDSCAPE CONSTRUCTION WORK IS TO BE CARRIED OUT IN COMPLIANCE WITH RELEVENT COUNCIL APPROVALS AND TO
INDUSTRY BEST PRACTICE. ANY CHANGES FROM DESIGN DOCUMENTATION MUST BE APPROVED BY PROJECT LANDSCAPE ARCHITECT
PRIOR TO CONSTRUCTION ON SITE.
EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE UNDERTAKEN WHERE NECESSARY TO ENSURE NO DETRIMENTAL EFFECT
TO DOWNSTREAM WATERWAYS OR NEIGHBOURING SITES.
PRIOR TO COMMENCEMENT OF WORKS, EXISTING SITE CONDITION IS TO BE DOCUMENTED BY CONTRACTOR. ALL EXISTING AND
PROPOSED SERVICES ON SITE ARE TO BE LOCATED AND CLEARLY IDENTIFIED. ALL BUILDING RUBBISH AND DELETERIOUS MATERIALS
ARE TO BE REMOVED FROM SITE TO APPROVED WASTE LOCATION.
LANDSCAPE AREAS SHALL BE SCARIFIED TO A DEPTH OF 150mm TO PROMOTE GOOD GROWTH FOR TURF AND PLANTING.
ALL MATERIALS TO BE USED IN THE CONSTRUCTION OF THE DESIGNED LANDSCAPE ARE TO BE OF AND INDUSTRY STANDARD QUALITY
AND FROM A SUSTAINABLE SOURCE WHERE POSSIBLE. NO MATERIALS USED ON SITE SHALL BE TOXIC TO HUMANS, ANIMALS OR
PLANTS.
ALL SELECT ITEM MATERIALS ARE TO BE APPROVED BY CLIENT PRIOR TO CONSTRUCTION ON SITE.
PROVIDE SERVICE CONDUITS TO ALL GARDEN BEDS FOR IRRIGATION AND DRAINAGE PURPOSE. PROVIDE CONDUITS FOR LIGHTING
WHERE REQUIRED.
ENSURE ADEQUATE DRAINAGE TO PLANTING AREAS FOR SPECIFIC SITE SOIL CONDITIONS VIA THE USE OF SLOTTED AGRICULTURAL
DRAIN (SELECT TYPE FOR APPLICATION ), OVERLAND FLOW PATHS WITHIN GARDENS ( SELECT RIVER GRAVEL ON GEOFABRIC
MATERIAL) AND SURFACE STORMWATER PITS ( LOCATED IN GENERALLY CONCEALED POSITIONS ).
PROPOSED HARDSCAPE ITEMS ARE TO BE CONSTRUCTED TO AUSTRALIAN STANDARDS AND RELEVENT COUNCIL CODES BY A
SUITABLY LICENCED CONTRACTOR. WORKPLACE HEALTH AND SAFETY REGULATIONS MUST BE IMPLEMENTED DURING CONSTRUCTION
PHASE.
SETOUT OF ALL SOFTSCAPE AREAS TO BE IN ACCORDANCE WITH APPROVED PLANS. PLANTING AREAS TO BE MOUNDED TO ACHIEVE
ADEQUATE DRAINAGE AND AESTHETIC PRESENTATION.
SOIL: A GOOD QUALITY FRIABLE, MODERATELY DRAINING, ORGANIC ENRICHED LANDSCAPING SOIL MIX SHALL BE IMPORTED FROM AN
APPROVED SOURCE. THE SOIL SHOULD NOT CONTAIN ANY CLAY AND BE FREE FROM CONTAMINENTS SUCH AS WEEDS, STICKS AND
ROCKS. IMPLEMENTATION WITHIN GARDEN AREAS TO A MIN. OF 300mm DEPTH.
ORGANIC MULCH: HOOP PINE MULCH IN ITS VARIETY OF FORMS IS TO BE SUPPLIED AND INSTALLED TO A MIN. DEPTH OF 100mm. MULCH
IS TO BE FREE OF FOREIGN MATTER INCLUDING WEEDS, SOIL, STICKS AND ROCKS. AVOID PLACEMENT OF MULCH AGAINST STEM OR
TRUNK OF PLANTS. GRADE MULCH TO BE SELF RETAINED WITHIN GARDEN EDGING.
GRAVEL MULCH: SELECTED WASHED RIVER MULCH GRADED IN SIZE AND COLOUR. USE IN AREAS AS SPECIFIED ON PLANS. TO BE USED
TO SEPERATE ORGANIC MULCH FROM THE WALLS OF BUILDINGS, ADJACENT PATHS AND TOO FACILITATE DRAINAGE WITHIN GARDEN
BEDS. MIN. DEPTH TO BE TWICE THE DIAMETER OF THE LARGEST PEBBLE.
ALL PLANT SPECIES ARE DETAILED WITHIN THE PLANT SCHEDULE . NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR ACCEPTANCE BY
COUNCIL AND PROJECT LANDSCAPE ARCHITECT.
THE CONTRACTOR SHALL OBTAIN ALL PLANTS AS SPECIFIED FROM AN ACCREDITED NURSERY OR OTHER APPROVED SOURCE. PLANTS
SHALL BE PRE-WATERED PRIOR TO ARRIVING ON SITE.
PLANTS SHALL BE HEALTHY, HARDY AND OF GOOD FORM. THE ROOT SYSTEM OF EACH PLANT SHOULD NOT BE ROOTBOUND AND BE
CONDUCIVE TO SUCCESSFUL TRANSPLANTATION. ALL PLANTS TO BE PEST AND DISEASE FREE WITH CONTAINERS FREE FROM WEEDS.
STREET TREE SPECIES ARE TO COMPLY WITH NATSPEC AND RELEVENT COUNCIL CONDITIONS.
STAKE TREES WITH A MIN. OF TWO 50x50 HWD STAKES AND HESSION STRAP OR SIMILAR AS NOT TO DAMAGE TREE. FIGURE '8' DETAIL
RECOMMENDED.
NO TYPE OF STAKE TO BE PLACED THROUGH ROOTBALL OF PLANT AT ANY TIME.
EACH PLANT TO HAVE ADDED WATER CRYSTALS TO PLANTING HOLE AND WATERED IN AFTER PLANTING AS REQUIRED.
PLANT STOCK MAY BE REJECTED IF NOT CONFORMING WITH ABOVE SPECIFICATIONS.
TURF SHALL CONSIST OF A DENSE, WELL ROOTED, VIGOROUS GRASS GROWTH WITH MIN. 25mm OF TOPSOIL. TURF IS TO BE
DELIVERED TO SITE WITHIN 24 HOURS OF BEING CUT. TURF SHOULD BE FREE FROM DELETERIOUS MATERIAL INCLUDING WEEDS,
SEEDS OR ROOTS INCLUDING NUT GRASS AND OXALIS. TURF SHALL BE SUPPLIED IN UNIFORM SIZE IN UNBROKEN CONDITION.
MOISTURE LEVEL OF TURF TO REMAIN CONSISTANT DURING LAYING. TURF TO BE LAID ALONG CONTOUR AND PINNED IF GREATER
THAN 1:4 SLOPE.
PREPARE SUBGRADE TO A LEVEL BASE WITH AN APPROVED TOPSOIL AND SPREAD UNDER TURF FERTILIZER AT RECCOMMENDED
RATE. TURF TO FINISH LEVEL WITH PATHS, EDGES AND KERBS AFTER ROLLING AND SETTLEMENT.
IRRIGATION TO BE INSTALLED BY A SUITABLY QUALIFIED CONTRACTOR AND BE INSTALLED IN ACCORDANCE WITH ALL COUNCIL WATER
REGULATIONS.
THE MOST WATER EFFICIENT METHOD OF IRRIGATION IS TO BE USED, CONNECTED TO TANK SUPPLY WHERE POSSIBLE.
CONDUITS TO BE LAID TO ALL GARDEN AREAS TO PROVIDE A REGULATED COVERAGE. FLUSH AND PRESSURE TEST PRIOR TO
COMMISSIONING.
PROVIDE AS CONSTRUCTED DRAWINGS CLEARLY SHOWING LOCATION OF ALL IRRIGATION COMPONENTRY.
THE CONTRACTOR SHALL BE RESONSIBLE FOR THE CARE AND MAINTENANCE OF ALL LANDSCAPE WORKS FOR A PERIOD OF 13 WEEKS
AFTER COMPLETION.
MAINTENANCE IS TO INCLUDE MOWING OF TURF, REMOVAL AND SPRAYING OF WEEDS, PRUNING AND TRIMMING OF SHRUBS WHERE
REQUIRED, REPLACEMENT OF DEAD OR DISEASED PLANT STOCK AND CORRECT WORKING OF IRRIGATION SYSTEM.
WATER IS TO BE PROVIDED TO ALL SOFT LANDSCAPING AT A REQUIRED RATE DURING THE ESTABLISHMENT PERIOD TO ENSURE
HEALTHY AND VIGOROUS GROWTH.
element design
TM
(REFER ADDITIONAL NOTE)
Tree Planting Distances from Services
ED 14188 OPW - 03 B
issue
Date 30 MAY 2014Scale
Design DrawnSheet 03 OF 03
JV
CLIENT
DWGTITLE
JV
PLANT SCHEDULE
TREE SPECIES
Code Botanical Name Common Name
GROUNDCOVER SPECIES
QuantitySize
Code Botanical Name Common Name QuantitySize
Code Botanical Name Common Name QuantitySize
element design
SHRUB SPECIES
TM
Contractor to confirm plant quantities prior to ordering
GRE HG Grevillea 'Honey Gem' Honey Gem4
45 litre
PHI xan Philodendron "Xanadu" Xanadu
4200 pot
DIE bic Dietes bicolor Wild Iris
4200 pot
TRA tri Trachelospermum 'Tricolour' Tricolour Jasmine 140 pot10
MET tho Meterosideros thompsonii NZ Christmas Tree
6300 pot