General Notes for Residential Works (NCC 2016 …...- BCA Vol 1 Part B1.4 for Class 2 and 9...
15
Transcript of General Notes for Residential Works (NCC 2016 …...- BCA Vol 1 Part B1.4 for Class 2 and 9...
All materials and work practices shall comply with, but not limited to the Building Interim Regulations 2017, National Construction Code Series 2016 Building
Code of Australia Volume 2 and all relevant current Australian Standards (as amended) referred to therein.
Unless otherwise specified, the term BCA shall refer to National Construction Code Series 2016 Building Code of Australia Volume 2.
All materials and construction practice shall meet the Performance Requirements of the BCA. Where a performance solution is proposed then, prior to
implementation or installation, it first must be assessed and approved by the Relevant Building Surveyor as meeting the Performance Requirements of the BCA.
Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with:
- BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of not more than N3; and
- BCA Vol 1 Part B1.4 for Class 2 and 9 Buildings.
- All Glass to conform with AS1288-2006: Glass in Buildings.
Waterproofing of wet areas, being bathrooms, showers, shower rooms, laundries, sanitary compartments and the like shall be provided in accordance with
NCC 3.8.1 and/or AS 3740: Waterproofing of Domestic Wet Areas.
These Drawings shall be read in conjunction with any House Energy Rating (HERS) report and shall be constructed in accordance with the stamped plans
endorsed by the accredited Thermal Performance Assessor without alteration.
Step sizes (other than for spiral stairs) to be:
- Risers (R) 190mm maximum and 115mm minimum
- Going (G) 355mm maximum and 240mm minimum
- 2R + 1G = 700mm maximum and 550mm minimum
- with less than 125mm gap between open treads.
All treads, landings and the like to have a slip-resistance classification of P3 or R10 for dry surface conditions and P4 or R11 for wet surface conditions, or a
nosing strip with a slip-resistance classification of P3 for dry surface conditions and P4 for wet surface conditions.
Provide barriers where change in level exceeds 1000mm above the surface beneath landings, ramps and/or treads. Barriers (other than tensioned wire barriers)
to be:
- 1000mm min. above finished surface level of balconies, landings or the like, and
- 865mm min. above finished surface level of stair nosing or ramp, and
- vertical with less than 125mm gap between, and
- any horizontal element within the balustrade between 150mm and 760mm above the floor must not facilitate climbing where changes in level exceeds
4000mm above the surface beneath landings, ramps and/or treads.
Wire barrier construction to comply with NCC 2016 BCA Part 3.9.2.3 for Class 1 and 10 Buildings and NCC 2016 BCA Volume 1 Part D2.16 for other Classes of
Buildings.
Top of hand rails to be minimum 865mm vertically above stair nosing and floor surface of ramps.
Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Windows to be flashed all around.
Where the building (excludes a detached Class 10) is located in a termite prone area, the building is to be provided with a termite management system.
Concrete stumps:
- up to 1400mm long to be 100mm x 100mm (1 No. H.D. Wire)
- 1401mm to 1800mm long to be 100mm x 100mm (2 No. H.D. Wires)
- 1801mm to 3000mm long to be 125mm x 125mm (2 No. H.D. Wires)
- 100mm x 100mm stumps exceeding 1200mm above ground level to be braced where no perimeter base brickwork provided.
For buildings in marine or other exposure environments shall have masonry units, mortar and all built in components and the like complying with the durability
requirements of Table 4.1 of AS 4773.1-2010 ‘Masonry in small buildings’ Part 1: Design.
All storm water to be taken to the legal point of discharge to the Relevant Authorities approval.
These drawings shall be read in conjunction with all relevant structural and all other consultants’ drawings/ details and with any other written instructions issued
in the course of the contract.
Site plan measurements in metres – all other measurements in millimetres unless noted otherwise.
Figured dimensions take precedence over scaled dimensions.
The Builder shall take all steps necessary to ensure the stability and general water tightness of all new and/or existing structures during all works.
The Builder and Subcontractors shall check and verify all dimensions, setbacks, levels and specifications and all other relevant documentation prior to the
commencement of any works. Report all discrepancies to this office for clarification.
Installation of all services shall comply with the respective supply authority requirements.
The Builder and Subcontractor shall ensure that all stormwater drains, sewer pipes and the like are located at a sufficient distance from any buildings footing
and/ or slab edge beams so as to prevent general moisture penetration, dampness, weakening and undermining of any building and its footing system.
These plans have been prepared for the exclusive use by the Client of (Insert Drafting Service) (‘The Designer’) for the purpose expressly notified to
the Designer. Any other person who uses or relies on these plans without the Designer’s written consent does so at their own risk and no
responsibility is accepted by the Designer for such use and/or reliance.
The Client and/or the Client's Builder shall not modify or amend the plans without the knowledge and consent of (Building Designer's Name) except
where a Registered Building Surveyor makes minor necessary changes to facilitate the Building Permit application and that such changes are
promptly reported back to (Building Designer's Name).
The approval by this office of a substitute material, work practice, variation or the like is not an authorisation for its use or a contract variation. Any said
variations must be accepted by all parties to the agreement and where applicable the Relevant Building Surveyor prior to implementing the said
variation.
STORMWATER
(Insert stormwater size) mm DIA. Class 6 UPVC stormwater line laid to a minimum grade of 1:100 and connected to the legal point of stormwater
discharge. Provide inspection openings at 9000mm C/C and at each change of direction. Temporary down pipes to be used during the construction
period. All Plumbing works to comply with AS 3500.
The cover to underground stormwater drains shall be not less than:
- 100mm under soil
- 50mm under paved or concrete areas
- 100mm under unreinforced concrete or paved driveways
- 75mm under reinforced concrete driveways
SITE ENVIRONMENT DESIGN INFORMATION
Site Bushfire Attack Assessment (simplified method)
Reference document ‘AS 3959-2009 construction of buildings in bush fire prone areas’
Relevant Fire Danger Index (FDI)-(insert FDI)
Predominate vegetation:-
- Classification-(Insert vegetation classification)
- Type-(Insert Vegetation type)
Distance of site from predominate vegetation-(Insert distance of the site from the classified vegetation)
Effective slope of land-(Insert effective slope of land)
Determination of Bushfire Attack Level (BAL)-(Insert BAL)
Site Classification
Site classification as Class: (Insert soil classification)
Refer to soil report No: (Insert soil report number)
By: (Insert Soil Engineer)
Design Gust Wind Speed / Wind Classification
Building tie-downs to be provided in accordance with AS1684-2010 for an assumed design gust wind speed / wind classification of (Insert wind speed
or wind classification) (subject to confirmation on site by Relevant Building Surveyor at first inspection) refer to AS1684 for construction requirements.
Climate Zone
Climate zone for thermal design / thermal performance assessment : Zone (Insert Climate Zone).
Corrosion protection of built-in structural members
Provide corrosion protection of built-in structural steel members such as steel lintels, shelf angles, connectors, accessories (other than wall ties) in
accordance with Table 4.1 of AS4773.1-2010 Masonry in Small Buildings, Part 1: Design suitable for an Environment Classification of (Insert
environment classification)
Corrosion protection for sheet roofing
Provide corrosion protection for sheet roofing in accordance with BCA Table 3.5.1.1a suitable for an Environment Classification of (Insert environment
classification).
Design events for safety - earthquake actions
For determination of domestic structures of a height less than or equal to 8.50m
Building type importance level – (insert importance level from BCA Table 3.11.3a)
Annual probability of exceedance – (insert probability from BCA Table 3.11.3b)
Probability factor (kp) – (insert probability factor from AS1170.4 Table 3.1)
Hazard factor (Z) for project location – (insert hazard factorfor project location from AS1170.4 Table 3.2)
Hazard at the (kpZ) – (insert kpZ value from AS1170.4 Table A1)
Design required – (insert design required from AS1170.4 Table A1)
AUTHORITIES / CONSULTANTS
Municipality Name: (Insert Municipality Name) Phone Number: (Insert Contact Number)
Sewerage Authority Name: (Insert Sewerage Authority Name) Phone Number: (Insert Contact Number)
Relevant Building Surveyor Name: (Insert Relevant Building Surveyor Name) Phone Number: (Insert Contact Number)
Consulting Structural Engineer Name: (Insert Consulting Structural Engineer Name) Phone Number: (Insert Contact Number)
Geotechnical Engineer Name: (Insert Geotechnical Engineer Name) Phone Number: (Insert Contact Number)
Thermal Performance Assessor Name: (Insert Thermal Performance Assessor Name) Phone Number: (Insert Contact Number)
General Notes for Residential Works (NCC 2016 BCA Vol 2)
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
0
NTS GENERAL NOTES
Ground Floor:
138.69sq.m
14.93
sqrs
Subtotal:
138.69sq.m
14.93
sqrs
Porch:
2.39
sq.m
0.26
sqrs
Garage:
36.28
sq.m
3.91
sqrs
Alfresco:
0.00
sq.m
0.00
sqrs
Total Area: 177.36
sq.m
19.09
sqrs
ELE
VA
TIO
N A
ELE
VA
TIO
N C
ELEVATION B
ELEVATION D
NOTES:
ALL GLASS TO CONFORM WITH AS1288-2006:
GLASS IN BUILDINGS.
ALL WET AREAS TO COMPLY WITH AS 3740.
ALL SANITARY COMPARTMENTS TO COMPLY WITH
PART 3.8.3.3.
CONFIRM LOCATION & NUMBER OF DPs REQUIRED
WITH ENGINEERS DESIGN.
W.C DOOR TO BE REMOVABLE.
ALL INTERNAL DOOR HEIGHTS TO BE 2040mm
THROUGHOUT.
DIMENSIONS FOR WALL SETOUT ARE TO FACE OF
STUDWORK.
WATERPROOFING OF WET AREAS TO BE IN ACC WITH
BCA 2014 VOL.2 PART SA3.8.1.1 & AS3740
KEY:
DENOTES 300MM DEEP BULKHEAD
UNLESS OTHERWISE NOTED.
SMOKE DETECTOR IN ACC WITH BCA
2014 VOL2 PART 3.7.2: MULTIPLE
POINTS TO BE INTERCONNECTED.
MANHOLE
MH
SELECTED TILES
AREAS:
INSULATION:
R2.0 GLASSWOOL BATTS TO EXTERNAL WALLS
R3.5 GLASSWOOL BATTS TO ROOF SPACE
NOTE:
PROVIDE INSULATION TO: EXTERNAL DWELLING
WALLS, WALL BETWEEN GARAGE AND HOUSE
AND CEILING DIRECTLY UNDER ROOF SPACE.
EXCLUDES INSULATION TO GARAGE CEILING
SPACE, GARAGE EXTERNAL WALLS AND
GROUND FLOOR CEILING UNDER 1ST FLOOR OF
DOUBLE STOREY HOMES.
RTN
AIR
A
IN
FIL
L A
BO
VE
2.1
M H
IG
H x 4
.8
1M
W
ID
E
OP
EN
IN
G
GARAGE
CONCRETE FLOOR.
PAINTED PLASTERBOARD
CEILING & CORNICE
POR
CONC
KIT
CH
EN
MEALS
BED 3
BED 4
L'DRY
LIVING
BATH
W.C
BED 2
BED 1
WIR
ENS
ENT
MH
8
2
0
W01
BEAM BY
TRUSS
BRICK PIER WITH
90x90 TIMBER
POST WITHIN
14
85
CL P
OS
TS
19
5
885
CL POSTS
195
DP
DP
DP
DP
DP
DP
DP
SL
/D
RS
L/D
R
8
2
0
W03 W04 W05 W06
W07
W08
W09W10W11
W12
8
2
0
8
2
0
8
2
0
8
2
0
8
2
0
8
2
0
8
2
0
8
2
0
7
2
0
7
2
0
7
2
0
2/620
2/720
2/620
2/720
WC
VB
SHR
WC
SHR
VB
BATH
ROBE
ROBE
PANTRY
BROOM
RO
BE
LIN
EN
WT
WT
MB
GM
130MM DEEP
BULKHEAD TO
KITCHEN ONLY
WM
SOLAR
HWS TANK
WALL MOUNTED
CLOTHESLINE
CT
/U
BO
MW
FR
1190
407014301670
3710
59
0
59
0
7.0Kw REVERSE CYCLE
SPLIT SYSTEM - MOUNTED
2200mm ABOVE FFL.
15
50
14
30
107019102150
600900
80
05
30
A
DW
24
0
35
30
BE
D 3
90
51
0
R
90
12
90
90
51
0
R
90
32
20
BE
D 2
24
0
35
20
BE
D 2
24
09
0
14
10
90
55
10
GA
RA
GE
24
0
12
00
18
0
30
0
19
00
EN
S
90
12
30
WIR
90
51
0
90
11
10
24
0
18
30
WIR
34
20
BE
D 1
90
15
10
EN
TR
Y
59
90
24
0
39
00
24
0
12
10
PO
RC
H
47
0
PIE
R
16
80
PO
RC
H
11
10
0
OV
ER
ALL
48
04
70
PIE
R
20
00
12
00
24
0
35
30
BE
D 3
90
51
0
PT
Y
90
16
50
90
10
50
FR
90
23
20
KIT
CH
EN
24
0
36
0
19
50
BA
TH
90
96
0
90
10
40
W.C
90
52
00
KIT
CH
EN
/M
EA
LS
24
0
16
20
RO
BE
90
24
0
90
96
0
LIN
90
30
00
BE
D 4
90
10
40
90
51
0
BR
90
46
00
LIV
IN
G
24
0
16
40
L'D
RY
99
00
24
0
24
0
24
0
1560
PORCH240
1670
ENT 90
1510
WIR90
500
90
1000
90
1420
ROBE 90
400
90
240
3230
BED 1
90
2100
WIR/ENS90
3000
BED 2
90
650
FR
7830
240
8480
KITCHEN/MEALS/LIVING
240
17560450
18010
OVERALL
470
PIER
610
480
240
5610
1080
230
6010
GARAGE 90
1620
ROBE 90
1490
PTY 90
1550
W.C 90
2820
90
2070
L'DRY240
6610
90
1050
BR
180
90
3200
90
2790
90
510
90
3140
240
10000
240
6480
90
90
90
590
590
W02
SCYON AXON 133
HORIZONTAL
CLADDING
47
0
PIE
R
48
04
70
PIE
R
48
0
W02A
48
04
70
PIE
R
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
2
1:100 FLOOR PLAN
DENOTES
DECOR SATIN GLAZING
DENOTES
LOW-E GLAZING
DS
LE
KEY:
NOTES:
ALL WINDOWS TO BE SET AT 2100MM
HEAD HEIGHT UNLESS NOMINATED
OTHERWISE.
CONTROL JOINTS AS PER ENGINEERS
RECOMMENDATIONS.
ALL GLASS TO CONFORM WITH
AS1288-2006: GLASS IN BUILDINGS.
IN ACCORDANCE WITH AS 4773.2-2010
PROVIDE DAMPCOURSE, CAVITY
FLASHING & WEEPHOLES EVERY 4th
PERPEND & ABOVE WINDOWS AND
DOORS. AT BRICK SILLS - DIRECTLY
BELOW THE SILL BRICK OR 1 BRICK
BELOW THE SILL BRICK. WEEPHOLES
MAY BE OMITTED AT SILL FLASHINGS.
HEAD FLASHINGS NOT MORE THAN
300mm ABOVE THE OPENING WITH
WEEPHOLES AT MAX. 1200mm CRS FOR
OPENINGS MORE THAN 1200mm WIDE.
ELEVATION A
CL
FL
2440
O/A
LL
P
LA
TE
S
2155
WIN
DO
W H
EA
D
50x19mm L.O.S.P TIMBER
INFILL UP TO LINTEL OF NEXT
BRICK COURSE OVER
PROVIDE CAVITY FLASHING AND
WEEPHOLES AT 1000 MAX. CRS.
INFILL ABOVE GARAGE
DOOR (SEE DETAIL)
PANEL-LIFT DOOR
DP
450
EAVES
ELEVATION C
CL
FL
2440
O/A
LL
P
LA
TE
S
DP
CORINTHIAN
820mm WIDE
WEATHERPROOF
FLUSH PANEL
ELEVATION B
CL
FL
2440
O/A
LL
P
LA
TE
S
2100
WIN
DO
W H
EA
D
450
EAVES
3000
EAVE RETURN
MB
DP DP
DS
ELEVATION D
CL
FL
2440
O/A
LL
P
LA
TE
S
2100
WIN
DO
W H
EA
D
DP
7.0KW REVERSE CYCLE SPLIT
SYSTEM - MOUNTED 2000MM
ABOVE FFL.
PROVIDE CAVITY FLASHING AND
WEEPHOLES AT 1000 MAX. CRS.
DS
DPDP
2100
WIN
DO
W H
EA
D
CORINTHIAN
820mm WIDE
MADINF4G DOOR
DS0906
DS1206
DS1818
DS1212
SELECTED CONCRETE
TILED ROOF
@ 22.5° PITCH
INDICATIVE LOCATION
OF SOLAR HOT WATER
PANEL
SELECTED CONCRETE
TILED ROOF
@ 22.5° PITCH
SELECTED CONCRETE
TILED ROOF
@ 22.5° PITCH
SELECTED FEATURE
BRICKWORK WHERE
SHOWN
SELECTED FEATURE
BRICKWORK WHERE
SHOWN
SELECTED CONCRETE
TILED ROOF
@ 22.5° PITCH
DSD2121-2
BRICK ABOVE
SLIDING DOOR
DSD2115-2
ALUMINIUM
FRAMED SLIDING
DOOR
ALUMINIUM
FRAMED SLIDING
DOOR
DS1215
DS1215 DS1215
SCYON AXON 133
HORIZONTAL CLADDING
SELECTED FACE
BRICKWORK
ALUMINIUM
FRAMED
WINDOWS
EA1806EA1806
BRICK ON EDGE
CAPPING
1740
AP
PX
H
EIG
HT
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
3
1:100 ELEVATIONS 1
SECTION A
DENOTES
DECOR SATIN GLAZING
DENOTES
LOW-E GLAZING
DS
LE
KEY:
NOTES:
ALL WINDOWS TO BE SET AT 2100MM
HEAD HEIGHT UNLESS NOMINATED
OTHERWISE.
CONTROL JOINTS AS PER ENGINEERS
RECOMMENDATIONS.
ALL GLASS TO CONFORM WITH
AS1288-2006: GLASS IN BUILDINGS.
IN ACCORDANCE WITH AS 4773.2-2010
PROVIDE DAMPCOURSE, CAVITY
FLASHING & WEEPHOLES EVERY 4th
PERPEND & ABOVE WINDOWS AND
DOORS. AT BRICK SILLS - DIRECTLY
BELOW THE SILL BRICK OR 1 BRICK
BELOW THE SILL BRICK. WEEPHOLES
MAY BE OMITTED AT SILL FLASHINGS.
HEAD FLASHINGS NOT MORE THAN
300mm ABOVE THE OPENING WITH
WEEPHOLES AT MAX. 1200mm CRS FOR
OPENINGS MORE THAN 1200mm WIDE.
CL
FL
2440
O/A
LL P
LA
TE
S
BED 2BED 3
SEE ENGINEERS DETAIL FOR FLOOR SLAB CONSTRUCTION
SELECTED CONCRETE
TILED ROOF
@ 22.5° PITCH
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
4
1:100 ELEVATIONS 2
OV
SPP
UNDERBENCH
FOR COOKTOP
SPP TO CEILING
FOR P-LIFT
DOOR MOTOR
TEL
A
SPP & TEL @
2000 A.F.L FOR
ALARM UNIT
7.0KW REVERSE CYCLE SPLIT
SYSTEM - MOUNTED 2200mm
ABOVE FFL.
PROVIDE 20A ISOLATOR TO
EXTERNAL WALL
@ 700 A.F.L
RSPP
UNDERBENCH
FOR DW
i
SPP
UNDERBENCH
FOR MW
H
ALLOW FOR LIGHT
POINT & SPP IN ROOF
SPACE ADJACENT
HEATING UNIT
MH
EXT DPP FOR
SOLAR HWS
TANK
S
S
S
TV
TV
DPP ADJACENT
VANITY UNIT @
1300 A.F.L
DPP ADJACENT VANITY
UNIT @ 1300 A.F.L
DPP FOR W.M @
1300 A.F.L
DPP'S & TEL TO
KITCHEN BENCH @
1100 A.F.L
TEL
2WAY
2WAY
2WAY
S
A
KEY:
LIGHT POINT
DOWNLIGHT POINT
WALL MOUNTED EXTERNAL LIGHT
POINT
WALL MOUNTED INTERNAL LIGHT
POINT
SINGLE POWER POINT (SPP)
DOUBLE POWER POINT (DPP)
OVEN ISOLATION SWITCH
DPP WITH RANGEHOOD ISOLATION
POINT
EXTERNAL WEATHERPROOF 15AMP
ISOLATOR SWITCH
EXTERNAL WEATHERPROOF SINGLE
POWER POINT
EXTERNAL WEATHERPROOF DOUBLE
POWER POINT
SMOKE DETECTOR -
INTERCONNECTED
IN ACC WITH BCA 2014 VOL2 PART 3.7.2
EXHAUST FAN
TELEVISION POINT
TELEPHONE POINT
ALARM UNIT
ALARM LED KEYPAD
ALARM SENSOR
DUCTED HEATING POINT
DUCTED HEATING UNIT
OV
R
TV
TEL
NOTES:
ALL EXHAUST FANS INCLUDING RANGEHOOD
TO BE DUCTED TO ROOF SPACE
LIGHT SWITCHES TO BE POSITIONED @ 1300
A.F.L UNLESS OTHER WISE NOTED
OUTLET/SWITCH/LIGHT POINT POSITIONS
ARE APROXIMATE AND MAY BE ADJUSTED
TO SUIT SITE CONDITIONS
i
H
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
5
1:100 ELECTRICAL PLAN
WATTS/m2 CALCULATOR
HOUSE AREA
(5 WATTS/m2)
138.48
PORCH AREA
(4 WATTS/m2)
2.39
GARAGE AREA
(3 WATTS/m2)
36.28
ALFRESCO AREA
(4 WATTS/m2)
0.00
TOTAL FLOOR
AREA m2
177.15
MAX. HOUSE
WATTS
692.40
MAX. PORCH
WATTS
9.56
MAX. GARAGE
WATTS
108.84
MAX. ALFRESCO
WATTS
0.00
TOTAL MAX.
INTERNAL WATTS
801.24
NO. OF HOUSE
LIGHTS
21
NO. OF PORCH
LIGHTS
1
NO. OF GARAGE
LIGHTS
1
NO. OF ALFRESCO
LIGHTS
0
TOTAL INTERNAL
WATTS
343.00
WATTAGE OF
LIGHT FITTING
15
WATTAGE OF
LIGHT FITTING
15
WATTAGE OF
LIGHT FITTING
28
WATTAGE OF
LIGHT FITTING
0
TOTAL MAX.
EXTERNAL WATTS
9.56
TOTAL HOUSE
WATTS
315.00
TOTAL PORCH
WATTS
15.00
TOTAL GARAGE
WATTS
28.00
TOTAL ALFRESCO
WATTS
0.00
TOTAL EXTERNAL
WATTS
15.00
REFER TO STRUCTURAL ENGINEERS
DETAILS FOR CONCRETE SLAB
CONSTRUCTION.
INSTALL EARTHING
ROD
55
80
55
20
11
10
0
135mm STEP
DOWN TO
PORCH
135mm DEEP REBATE TO DWELLING
135mm DEEP REBATE TO GARAGE
SEE DETAIL
15
10
1560150
1080
48
02
00
04
70
450
17560450
18010
150
15
0
36
00
15
0
240
5065 650
65
0
32
0
RO
LL
F
IN
IS
H T
RO
WE
LL
JO
IN
T T
O G
AR
AG
E D
OO
R
OP
EN
IN
G
370mm MIN EDGE
BEAM WITH
220mm DEEP
REBATE TO
GARAGE
FRONTAGE
SOLAR HWS 50mm
STEPDOWN TO
BASE FROM F.L.
135mm DEEP REBATE TO DWELLING
240
6480 10000
99
00
12
00
2
0
1
5
8
21
60
47
0
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
6
1:100 SLAB PLAN
10
90 230
TOP OF GARAGE FLOOR SLAB
0
FRONT VEHICLE OPENING CLASS 'M'
400
240
REBATE FOR BRICKWORK
TO CONTINUE FULL LENGTH
OF GARAGE FRONTAGE &
RETURN INTO SINGLE SKIN
BRICK REBATE TROWELLED
SMOOTH WITH EDGING
TOOL.
22
0
37
0
(DRIVEWAY PAVING TO BACK OF FRONT WALL)
Scale 1:20
15
0
MIN
.
SETDOWN/REBATE TO
GARAGE DOOR WITH ROLL
FINISH TROWEL JOINT
20
10mm THICK
'ABLEFLEX'
DRIVEWAY & FRONT PATH
PAVING
30
POLYSTYRENE
WAFFLE POD
(REFER TO ENG'S
DETAILS FOR
SLAB DESIGN)
20mm CRUSH
ROCK
HWS PLATFORM
Scale 1:20
CLASS 'M'
13
5
RE
BA
TE
85
FR
OM
R
EB
AT
E
F.L.
31
0
'M
' C
LA
SS
SLA
B
650
WAFFLE POD SLAB TO
ENGINEERS DESIGN
REINFORCED
CONCRETE PLATFORM
FOR
HWS UNIT
RO
LL
F
IN
IS
H T
RO
WE
L JO
IN
T
330
240
90
DIM
EN
SIO
N T
O
SU
IT
B
RIC
KW
OR
K
25
0
20MM SET-DOWN
GARAGE
DOOR
(DASHED)
SCALE 1:20
TO DOOR OPENING
DO
OR
O
PE
NIN
G
BR
IC
KW
OR
K
TO
S
ET
-D
OW
N
GARAGE DOOR REBATE
PLAN
4235
39
0
5540
6410
1555
6710
67104010
5495
5510
69
0
16
85
38
50
47
17
17
33
73
5
16
90
39
0
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
7
1:100 PLUMBING PLAN
DENOTES
DECOR SATIN GLAZING
DENOTES
LOW-E GLAZING
DS
LE
KEY:
NOTES:
ALL WINDOWS TO BE SET AT 2100MM
HEAD HEIGHT UNLESS NOMINATED
OTHERWISE.
ALL GLASS TO CONFORM WITH
AS1288-2006: GLASS IN BUILDINGS.
CL
FL
2440
O/A
LL
P
LA
TE
S
2155
WIN
DO
W H
EA
D
W1
CL
FL
2440
O/A
LL
P
LA
TE
S
W12
21
05
900
CORINTHIAN
820mm WIDE
WEATHERPROOF
FLUSH PANEL
CL
FL
2440
O/A
LL
P
LA
TE
S
2100
WIN
DO
W H
EA
D
W03
DS
CL
FL
2440
O/A
LL
P
LA
TE
S
2100
WIN
DO
W H
EA
D
DS
2100
WIN
DO
W H
EA
D
W04
21
05
1210
CORINTHIAN
820mm WIDE
MADINF4G DOOR
DS0906
610
85
7
W05
DS1206
610
12
00
W06
DS1818
1810
18
00
W09
DS1212
1210
12
00
DSD2121-2
21
00
2050
W07
DSD2115-2
21
00
1450
W08
DS1215
1450
12
00
W10 W11
DS1215
1450
12
00
DS1215
1450
12
00
W2 W2A
EA1806
610
EA1806
610
18
00
18
00
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
8
1:100 WINDOW SCHEDULE
SELECTED CARPET (56sqm)
SELECTED TILES
KEY:
SELECTED TILES (49sqm)
-excluding wet areas
MH
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
9
1:100 FLOOR COVERINGS
NOTES:
ALL INTERNAL ELEVATIONS & DIMENSIONS ARE DRAWN TO PLASTER FACE & ARE SUBJECT TO SITE CONDITIONS
ALL TILING HEIGHTS ARE SUBJECT TO SITE CONDITIONS
DESIGN & POSITION OF HANDLES ARE INDICATIVE ONLY AND ARE SUBJECT TO SELECTIONS AND SITE CONDITIONS
ALL INTERNAL ELEVATIONS ARE TO BE READ IN CONJUNCTION WITH SPECIFICATION & FLOOR PLANS
CL
FL
2440
O/A
LL
P
LA
TE
S
CL
FL
2440
O/A
LL
P
LA
TE
S
CL
FL
2440
O/A
LL
P
LA
TE
S
450 WIDE
MELAMINE
SHELVING
51
03
80
38
03
80
16
50
HANGING
RAIL
450 WIDE
MELAMINE
SHELVING
130mm DEEP BULKHEAD
FRIDGE
SPACE
65
09
05
13
0
24
30
72
0
90
56
50
90
56
50
800
O/ALL BENCH
580 1130 580
200
650
20mm
O'HANG
1690
CL SINK TO STUD
20mm
O'HANG
915
CL TOWEL RAIL
600mm TOWEL RAIL
PROVIDE NOGGING
FOR FIXING
10
05
500
TOILET ROLL
HOLDER
PROVIDE
NOGGING FOR
FIXING
70
0
25
0
260
520
C.L. WC TO
STUD WALL
910
O/A TILES
460
630
CL TAP
CL ROSE
11
00
18
50
C
.L
. R
OS
E
Min
. 2
10
0 O
/A
T
IL
ES
600
OVEN
600MM C'TOP
60080050
450 WIDE MELAMINE
SHELVING
51
03
80
38
03
80
90
5DW
SPACE
S.STEEL
SINK
900 610
4 No DRAWERS
45016 600 20
MW
SPACE
KITCHEN
LAUNDRY
STAINLESS
STEEL
TROUGH
& CABINET
120
C.L. W.M.
STOPS
42
5
C.L
. W
M
ST
OP
S
1315
C.L. TROUGH &
TAPS TO STUD
11
00
C.L
. T
HR
OU
GH
T
AP
S
PIVOT DOOR
910
O'ALL TILES
495
C.L. VB TO
STUD WALL
700
MIRROR
700
CABINET
550
CABINET
11
80
MIR
RO
R
82
0
V.B
.
25
0
190
450
C.L. WC TO
STUD WALL
500
TOILET ROLL
HOLDER
PROVIDE
NOGGING FOR
FIXING
70
0
11
00
910
460
630
CL TAP
18
50
C
.L
. R
OS
E
Min
. 2
10
0 O
/A
T
IL
ES
CL ROSE
PIVOT DOOR
910
O'ALL TILES
55
0
955
ROSE TO STUD
70
0
CL
R
OS
E
HO
B
BATH HOB
76
0
C.L
. M
IX
ER
710
MIXER
900
505
C.L. VB TO
STUD WALL
700
MIRROR
700
CABINET
BATH
1210
CL TOWEL RAIL
600mm TOWEL RAIL
PROVIDE NOGGING
FOR FIXING
10
05
550
CABINET
11
80
MIR
RO
R
82
0
V.B
.
600 SLIDE
OUT R'HOOD
600800
50
25
72
0
25
13
0
980
25
40
01
87
5
25
900x900 POLYMARBLE
SHOWER BASE
900x900 POLYMARBLE
SHOWER BASE
800 50
800
50
BROOM
450 WIDE
MELAMINE
SHELVING
16
50
ROBE(TYP)
LINENPANTRY
WC ENSUITE
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
10
1:50 INTERNAL ELEVATIONS
CEILING
LEVEL
GROUND
FLOOR LEVEL
90x45 MGP10 STUD FRAME -
PLASTERBOARD FINISH
WALL INSULATION
& SISALATION FOIL
NOGGING
CONCRETE ROOF TILES
@ 22.5° PITCH
PREFABRICATED TIMBER ROOF TRUSSES
AS PER MANUFACTURER'S SPEC'N
6
0
CLASS 'M' WAFFLE POD
SLAB TO ENG'S DESIGN
135
600
BACK OF FASCIA TO TOP PLATE/
PITCHING POINT
150
FACE OF BRICKWORK
TO BEAM
90X18 LOSP TRIM CUT
TO SUIT 340mm HEAD
CLEARANCE FOR
GARAGE DOOR & 5mm
CHAMFER DRIP
70X35 TIMBER
PACKING.
4.5mm FC EAVE LINING
FIXED TO 70x35 BATTEN
FIXED TO PACKING.
BEAM AS PER
MANUFACTURERS
SPECIFICATIONS.
PLASTER LINING
LOSP TRIM - 125X18 CUT FROM 138X18
5.4m LENGTH.
FIT WITH CUT EDGE TO 90x18 TRIM.
PACKING TO FACE OF BEAM IF REQUIRED
FOR PLASTER TO FINISH FLUSH WITH
BRICKWORK. PROVIDE SOLID PACKING
BEHIND DOOR TRACK FIXING POINTS.
340
MIN
. R
EQ
UIR
EM
EN
T F
OR
GA
RA
GE
D
OO
R M
OT
OR
21
00
mm
H
IG
H D
OO
R O
PE
NIN
G
CHAMFER FOR
DRIP LINE
5
MAKE THICKNESS OF PACKING TO
ACHIEVE 340mm MIN. CLEARANCE
FOR BEAM/BULKHEAD
GARAGE
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
11
1:20 & 1:10 SECTIONS
SCALE 1:20
STANDARD WALL SECTION
SCALE 1:10
GARAGE BEAM SECTION
CLASS "M" WAFFLE POD SLAB TO
ENG'S DESIGN
13
5
CL
AS
S 'M
'
RE
BA
TE
PORCH
6
0
CEILING
LEVEL
GROUND
FLOOR LEVEL
24
40
O/A
P
LA
TE
S
21
05
DO
OR
H
EA
D H
EIG
HT
(D
OW
ELL T
IM
BE
R E
NT
RY
D
OO
R)
ROOF TRUSSES TO
MANUFACTURERS DESIGN
& SPECIFICATIONS
450
BACK OF
FASCIA
TO BRICK
600
BACK OF FASCIA
TO POST & FACE
OF BEAM
TIMBER LINTEL AS PER
MANUF. SPEC'S
MS ANGLE
BEAM AS PER MANU.
DETAILS - REFER TO
TRUSS COMPS.
CONCRETE ROOF TILES
@ 22.5° PITCH
BRICK PIER WITH INTERNAL
90x90 TIMBER POST ON GALV.
BRACKET
4.5mm F.C. LINING FIXED
TO 90x35 F5 FRAMING
116x18 L.O.S.P. TRIM
FIXED OVER 4.5mm F.C.
LINING FIXED TO 90x35
F5 FRAMING
4.5mm THICK F.C. LINING TO
CEILING & BULKHEAD, FIXED
TO 70x35 F5 BATTENS @
600cts, TIMBER QUAD TO
PERIMETER
SCALE 1:20
PORCH SECTION (INDICATIVE)
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
11.1
1:20 & 1:10 SECTIONS
LIGHTWEIGHT CLADDING:
JH `SCYON AXON' CLADDING ON
70x35 BATTENS
FIXED TO STUD (REFER TO
DETAIL)
L.O.S.P. TRIMS:
* EXTERNAL CORNER BUTT JOINT
TRIM - JH ALUMINIUM SNAP ON CNR
TRIM
* INTERNAL CORNER BUTT JOINT
TRIM - JH ALUMINIUM SNAP ON CNR
TRIM
* LIGHTWEIGHT TO BRICKWORK END
TRIM - 30x30
* ALUMINIUM WINDOW TRIM - 42x30
* ALUMINIUM WINDOW HEADER TRIM
(IF REQUIRED) - 42x30
* ALUMINIUM WINDOW SILL TRIM (IF
REQUIRED) - 42x30
* TIMBER WINDOW TRIM - 42x30
* TIMBER WINDOW HEADER TRIM (IF
REQUIRED) - 42x30
* TIMBER WINDOW SILL TRIM (IF
REQUIRED) - 42x30
INTERNAL PLASTER
LINING
MGP10 FRAMING
TIMBER BATTEN
SCYON AXON PANEL
(HORIXZONTAL
GROOVE)
VAPOUR PERMEABLE
MEMBRANE
JAMES HARDIES
ALUMINIUM
SNAP ON
CORNER TRIM
EXTERNAL CORNER BUTT JOINT
18
FIX
P
T'
BEFORE INSERTING OUTER
PIECE USE PLIERS TO
BREAK OFF TEETH ALONG
SCORE LINE
DO NOT SNAP OUTER PIECE
FULLY HOME UNTIL HEIGHT OF
THE SHEET IS FIXED
INTO POSITION
SNAP ON CNR' FIX'
INTERNAL CNR' BUTT JOINT
INTERNAL PLASTER
LINING
TIMBER BATTEN
SCYON AXON PANEL
(HORIXZONTAL GROOVE)
VAPOUR PERMEABLE
MEMBRANE
JAMES HARDIES
ALUMINIUM SNAP ON
CORNER TRIM
MGP10 FRAMING
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
12
1:5 JH AXON DETAILS
SCALE 1:5
JAMES HARDIES
SCYON AXON DETAILS
ALUMINIUM WINDOW: PLAN
INTERNAL PLASTER LINING
MGP10 FRAMING
TIMBER BATTEN
42x30 TRIM (TO RETURN)
NAILED THROUGH BATTEN
FLASHING
25
60
1
6
2
0
°
5
°
1
0
SILL FLASHING
HORIZONTAL BATTEN
VERTICAL SECTION BRICK SILL
VAPOUR PERMEABLE
MEMBRANE
VERTICAL F5 OR EQUIV'
TIMBER BATTENS
10
5MM CHAMFER TO
BASE OF L.O.S.P.
ALUMINIUM WINDOW: HEADER
ALUMINIUM WINDOW: SILL
NOTE:
APPLY APPROVED POLYURETHANE
SEALANT BETWEEN TRIM AND
WINDOW FRAME
80
27
15
30
M
IN
JAMES HARDIES SCYON
AXON (HORIZONTAL) ON
TIMBER BATTENS
SILL FLASHING BEHIND
AXON PANEL
VAPOUR BARRIER
VAPOUR PERMEABLE
MEMBRANE
30
M
IN
TIMBER BATTEN
DOWELL: ALUMINIUM
FRAMED WINDOW
135MM REVEAL
FLASHING BEHIND TRIM &
AXON PANEL
DOWELL:
ALUMINIUM
FRAMED
WINDOW
135MM REVEAL
5
42x30 TRIM
TIMBER BATTEN
FOAM BACKING ROD &
CAULKING
5
FOAM BACKING ROD &
CAULKING
42x30 TRIM
LIGHTWEIGHT CLADDING:
JH `SCYON AXON' CLADDING ON
70x35 BATTENS
FIXED TO STUD (REFER TO
DETAIL)
L.O.S.P. TRIMS:
* EXTERNAL CORNER BUTT JOINT
TRIM - JH ALUMINIUM SNAP ON CNR
TRIM
* INTERNAL CORNER BUTT JOINT
TRIM - JH ALUMINIUM SNAP ON CNR
TRIM
* LIGHTWEIGHT TO BRICKWORK END
TRIM - 30x30
* ALUMINIUM WINDOW TRIM - 42x30
* ALUMINIUM WINDOW HEADER TRIM
(IF REQUIRED) - 42x30
* ALUMINIUM WINDOW SILL TRIM (IF
REQUIRED) - 42x30
* TIMBER WINDOW TRIM - 42x30
* TIMBER WINDOW HEADER TRIM (IF
REQUIRED) - 42x30
* TIMBER WINDOW SILL TRIM (IF
REQUIRED) - 42x30
-
THESE DRAWINGS ARE THE PROPERTY OF
MAYBACH SA PTY LTD AND MAY NOT BE USED OR COPIED
WITHOUT WRITTEN CONSENT
CLIENT:SHEET No.
CHECKED:
DRAWN:
FACADE:
DESIGN:
VIEW:SCALE:DATE:REV:
C COPYRIGHT 2016
MR & MRS XXXX
K.M.
CHARLOTTE 12.519
K.M.
VERMONT
27/02/18
ADDRESS:
XXX
JOB No:
XXX
12.1
1:5 JH AXON DETAILS
SCALE 1:5
JAMES HARDIES
SCYON AXON DETAILS
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
