1 SHERRIN COURT,WERRIBEE, VIC 3025CLIENT:
CONTENTS:A01 GENERAL NOTESA02 SITE PLANA03 GROUND AND FIRST FLOOR PLAN - UNIT ONEA04 GROUND AND FIRST FLOOR PLAN - UNIT TWOA05 GROUND AND FIRST FLOOR PLAN - UNIT THREEA06 ELEVATIONSA07 ELEVATIONS
A08 SECTIONA09 DETAILSA10 DETAILSA11GROUND FLOOR ELECTRICAL PLANA12 FIRST FLOOR ELECTRICAL PLAN
All materials and work practices shall comply with, but not limited to the BuildingRegulations 2006, National Construction Code Series 2015 Building Code ofAustralia Vol 2 and all relevant current Australian Standards (as amended)referred to therein.
Unless otherwise specified, the term BCA shall refer to National ConstructionCode Series 2015 Building Code of Australia Volume 2.
All materials and construction practice shall meet the Performance Requirementsof the BCA. Where an alternative solution is proposed then, prior toimplementation or installation, it first must be assessed and approved by theRelevant Building Surveyor as meeting the Performance Requirements of theBCA.
Glazing, including safety glazing, shall be installed to a size, type and thickness soas to comply with:–BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed of notmore than N3; and–NCC 2015 BCA Vol 1 Part B1.4 for Class 2 and 9 Buildings.
Waterproofing of wet areas, being bathrooms, showers, shower rooms,laundries, sanitary compartments and the like shall be provided in accordancewith AS 3740-2010: 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 plansendorsed 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 orR10 for dry surface conditions and P3 or R11 for wet surface conditions, or anosing strip with a slip-resistance classification of P3 for dry surface conditionsand P4 for wet surface conditions.
Provide barriers where change in level exceeds 1000mm above the surfacebeneath landings, ramps and/or Barriers (other than tensioned wire barriers) tobe:–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 barrier between 150mm and 760mm abovethe floor must not facilitate climbing where changes in level exceeds 4000mmabove the surface beneath landings, ramps and/or treads.
Wire barrier construction to comply with NCC 2015 BCA Part 3.9.2.3 for Class 1and 10 Buildings and NCC 2015 BCA Volume 1 Part D2.16 for other Classes ofBuildings.
Top of hand rails to be minimum 865mm vertically above stair nosing and floorsurface of ramps.
Window sizes nominated are nominal only. Actual size may vary according tomanufacturer. Windows to be flashed all around.
Where the building (excludes a detached Class 10) is located in a termite pronearea 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 bracedwhere no perimeter base brickwork provided.
Buildings in marine or other exposure environments shall have masonry units,mortar and all built in components and the like complying with the durabilityrequirements of Table 4.1 of AS 4773.1-2010 ‘Masonry in small buildings’ Part 1:Design.
All stormwater to be taken to the legal point of discharge to the RelevantAuthorities approval.
These drawings shall be read in conjunction with all relevant structural andall other consultants’ drawings/details and with any other written instructionsissued in the course of the contract.
Site plan measurements in metres – all other measurements in millimetresunless noted otherwise.
Figured dimensions take precedence over scaled dimensions.
The Builder shall take all steps necessary to ensure the stability and generalwater 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 thecommencement of any works. Report all discrepancies to this office forclarification.
Installation of all services shall comply with the respective supply authorityrequirements
The Builder and Subcontractor shall ensure that all stormwater drains, sewerpipes and the like are located at a sufficient distance from any buildings footingand/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 [InsertDrafting Service] (‘The Designer’) for the purpose expressly notified to theDesigner. Any other person who uses or relies on these plans without theDesigner’s written consent does so at their own risk and no responsibility isaccepted by the Designer for such use and/or reliance.
The Client and/or the Client’s Builder shall not modify or amend the planswithout the knowledge and consent of [building designer’s name] except wherea Registered Building Surveyor makes minor necessary changes to facilitate theBuilding 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 orthe like is not an authorisation for its use or a contract variation. All variationsmust be accepted by all parties to the agreement and where applicable theRelevant Building Surveyor prior to implementing any variation.
GENERAL NOTES
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
1
Internal General NotesAll materials and work practices shall comply with, but not limited to theBuilding Regulations 2006, National Construction Code Series 2015Building Code of Australia Vol 2 and all relevant current AustralianStandards (as amended) referred to therein
Unless otherwise specified, the term BCA shall refer to NationalConstruction Code Series 2015 Building Code of Australia Volume 2.
All materials and construction practice shall meet the PerformanceRequirements of the BCA. Where an alternative solution is proposed then,prior to implementation or installation, it first must be assessed andapproved by the Relevant Building Surveyor as meeting the PerformanceRequirements of the BCA.
Glazing, including safety glazing, shall be installed to a size, type andthickness so as to comply with:–BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed ofnot more than N3; and–NCC 2015 BCA Vol 1 Part B1.4 for Class 2 and 9 Buildings.
Waterproofing of wet areas, being bathrooms, showers, shower rooms,laundries, sanitary compartments and the like shall be provided inaccordance with AS 3740-2010: 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 stampedplans endorsed by the accredited Thermal Performance Assessor withoutalteration.
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 P3or R10 for dry surface conditions and P3 or R11 for wet surface conditions,or a nosing strip with a slip-resistance classification of P3 for dry surfaceconditions and P4 for wet surface conditions.
Provide barriers where change in level exceeds 1000mm above the surfacebeneath landings, ramps and/ortreads. Barriers (other than tensioned wire barriers) to be:–1000mm min. above finished surface level of balconies, landings or thelike, 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 barrier between 150mm and 760mmabove the floor must not facilitate climbing where changes in levelexceeds 4000mm above the surface beneath landings, ramps and/ortreads.
Wire balustrade construction to comply with NCC 2015 BCA Part 3.9.2.3for Class 1 and 10 Buildings and NCC 2015 BCA Volume 1 Part D2.16 forother Classes of Buildings.
Top of hand rails to be minimum 865mm vertically above stair nosing andfloor surface of ramps.
Window sizes nominated are nominal only. Actual size may vary accordingto manufacturer. Windows to be flashed all around.
These drawings shall be read in conjunction with all relevant structural andall other consultants’ drawings/details and with any other writteninstructions issued in the course of the contract.
Site plan measurements in metres – all other measurements in millimetresunless noted otherwise.
Figured dimensions take precedence over scaled dimensions.
The Builder shall take all steps necessary to ensure the stability andgeneral water tightness of all new and/or existing structures during allworks.
The Builder and Subcontractors shall check and verify all dimensions,setbacks, levels and specifications and all other relevant documentationprior to the commencement of any works. Report all discrepancies to thisoffice for clarification
Installation of all services shall comply with the respective supply authorityrequirements.
These plans have been prepared for the exclusive use by the Client of[Insert Drafting Service] (‘The Designer’) for the purpose expressly notifiedto the Designer. Any other person who uses or relies on these planswithout the Designer’s written consent does so at their own risk and noresponsibility 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 planswithout the knowledge and consent of [building designer’s name] exceptwhere a Registered Building Surveyor makes minor necessary changes tofacilitate the Building Permit application and that such changes arepromptly 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 contractvariation. All variations must be accepted by all parties to the agreementand where applicable the Relevant Building Surveyor prior toimplementing any variation.
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
2
SITE NOTESSTORM WATER AND SEWER TO BE CONNECTED TOLEGAL POINT OF DISCHARGE IN ACCORDANCE WITHLOCAL AUTHORITIES REQUIREMENTS
PROVIDE CUT - OFF (AGI) DRAIN AS REQUIRED TO BASEOF ANY EXCAVATION AND CONNECT INTO STORMWATER VIA SILT PITS
PROPERTY LAYOUT IS BASED UPON INFORMATIONPROVIDED BY BUILDER OR OWNER AND THEREFOREALL DIMENSIONS, OFFSETS AND DETAILS MUST BEVERIFIED ONSITE PRIOR TO COMMENCING ANYSETOUTS AND OR BUILDING WORKS
LEVELS MUST BE VERIFIED ON SITE TO DETERMINEDEPTH OF EXCAVATIONS AND AFFECTED WALLHEIGHTS PRIOR TO COMMENCING ANY BUILDINGWORKS
BUILDER TO VERIFY ALL DIMENSIONS ON SITE PRIORTO THE COMMENCEMENT OF CONSTRUCTION. ANYDISCREPANCIES TO BE REPORTED TO BUILDINGDESIGNER PRIOR TO SET-OUT FOR RECTIFICATION.
DOWNPIPES (DP) TO APPROX. LOCATION MAX 12MCTS CONNECT TO S/WATER SYS. IN ACCORDANCEWITH LOCAL COUNCIL REQUIREMENTS. ALL S/WATERDRAINS THAT PASS UNDER CONC. SLABS ANDTRAFFICABLE AREAS TO BE LAID IN HEAVY DUTYSEWER PIPE.
BUILDER TO PROVIDE AGI DRAIN TO BASE OF BATTERS/ RETAINING WALLS & WHERE EVER DEEMEDNECESSARY CONNECT TO S/WATER SYSTEM. TYPICAL
SITE SETOUT NOTESREESTABLISHMENT SURVEY & TOWNPLANNING TO BECHECKED PRIOR TO SETTING OUT
RAIN WATER TANK FORSANITARY PLUMBING (RWT)THE RAIN WATER TANK TO HAVE A MINIMUMCAPACITY OF 2000 LITRES AND A MINIMUM ROOFCATCHEMENT AREA OF 50SQM
THE TANK TO BE CONNECTED TO HE SANITARYFLUSHING SYSTEM
THE TANK TO SPECIALIST'S DETAIL AND SPECIFICATIONTHE LOCATION OF THE TANK TO BE SELECTED AT THESITE.
FOR LANDSCAPE DETAIL(PLANTING SCHEDULE,REMOVAL OF TREES ETC) REFER TO THE LANDSCAPEDRAWINGS APPROVED BY COUNCIL
FOR LOCATION OF DOWN PIPES THE LEGAL POINT OFDISCHARGE REFER TO THE DRAINAGE DRAWINGSPREPARED BY THE CONSULTING ENGINEER.
TOWN PLANNING NOTES:
TREE PROTECTION ZONEA SUITABLE TREE PROTECTION ZONE OF 1.0 METERRADIUS WITH BARRIER FENCE MUST BEESTABLISHED AROUND THE STREET TREE ONFOURTH AVE FRONTAGE
THE PROTECTION ZONE MUST BE ENCLOSED USINGA 2 METER HIGH TEMPORARY CYCLONE FENCE ORSIMILAR, WHICH MUST REMAIN IN PLACETHROUGH ALL STAGES OF THE DEVELOPMENT.THISFENCE MUST NOT ENCLOSE THE FOOTPATHWHICH MUST BE KEPT CLEAR FOR PEDESTRIANACCESS AND A SIGN MUST BE ERECTED ON THEFENCE INFORMING THAT THE FENCE IS A 'TREEPROTECTION ZONE'.
THE AREA WITHIN THE TREE PROTECTION ZONEMUST NOT BE DISTURBED BY ANY MEANS(INCLUDING PARKING OF VEHICLES OR STORAGEOF PLANT & EQUIPMENT,MATERIALS,SOIL ORWASTE).
NO EXCAVATION IS ALLOWED WITHIN THE TREEPROTECTION ZONE EXCEPT WITH THE CONSENT OFCOUNCIL'S TOWN PLANNING DEPARTMENT &UNDER THE SUPERVISION OF A QUALIFIEDARBORIST.
OTHER NOTESTHE RIGHT OF WAY TO THE REAR OF THE SITE(CUNNINGHAM LANE) IS TO BE CONSTRUCTED FORA LENGTH OF NO LESS THAN 25 METRES FROM THEOXFORD STREET FOOTPATH, AT THE FULL COST OFTHE OWNER, TO THE SATISFACTION OF THERESPONSIBLE AUTHORITY.
THE DEVELOPMENT AS SHOWN ON THE ENDORSEDPLANS MUST NOT BE ALTERED WITHOUT THEWRITTEN CONSENT OF THE RESPONSIBLEAUTHORITY.
ALL BASIC SERVICES, INCLUDING WATER,ELECTRICITY, GAS, SEWERAGE AND TELEPHONEMUST BE INSTALLED UNDERGROUND ANDLOCATED TO THE SATISFACTION OF THERESPONSIBLE AUTHORITY.
ALL SERVICE PIPES, (EXCLUDING DOWNPIPES),FIXTURES AND FITTINGS MUST BE CONCEALED ONEXPOSED ELEVATIONS TO THE SATISFACTION OFTHE RESPONSIBLE AUTHORITY.
SITE PLANSCALE 1:200
SIGN
POLESIGN
PIT 9.61 (TOP)
GRATED ENTRY
9.80(TOP)
SIDE ENTRY CONCRETECROSSING
CO
NC
RE
TE
CR
OS
SIN
G
ELECTRICITY GRASS NATURE STRIP PIT
TELSTRA
JUNCTION PIT10.12 (TOP)
CONCRETE FOOTPATH
SLEEPERWALL
CO
NC
RE
TE
FO
OT
PA
TH
GR
AS
S N
AT
UR
E S
TR
IP
TELSTRA PIT
INV
ER
TO
F C
ON
CR
ET
E K
ER
B
(BIT
UM
EN
RO
AD
)
CONCRETECROSSING
1.9m PALINGS
2m P
ALIN
GS
NOT FENCED
NO
T F
EN
CE
D
300mm
w i d e z i n c a l u m
e b o x g u t t e r
300mm
w i d e z i n c a l u m
e b o x g u t t e r
300mm w i d e b o x g u t t e r
no. 2 (sherrin court)existing single storey
brick residenceconcrete- pitched roof
S
E
T
R
I
S
E
S
U
M
M
E
R
S
E
T
R
I
S
E
P
A
T
H
2
0
°
3
0
°
N
W
N
E
SE
SW
E
W
S
NT
itle
Sunblinds, verandahs, porches, eaves, fascias, gutters, masonry chimneys,flues, pipes, domestic fuel or water tanks, and heating or cooling equipment orother services may encroach not more than 0.5 metres into the setbackspursuant to Standard B17 at Clause 55 of the Wyndham Planning Scheme.
NOTES:All plant and equipment (including air conditioning units, heating units, hotwatersystems, etc.) which is proposed to be located externally identified on the plans.Mechanical ventilation systems and air conditioning units are to be suitably located sothey do not cause a nuisance under the provisions of the Public Health and WellbeingAct 2008.
(BITUMEN ROAD)
300mm w i d e b o x g u t t e r
W
IN
TE
R
SU
N
P
A
TH
dwel
ling
1dwel
ling
3
dwel
ling
2
3000
litre
wat
er ta
nk2.
6mØ
x 2.1
30m
(H)
3000 litre water tank2.6mØ x 2.130m(H)
3000
litre
wat
er ta
nk2.
6mØ
x 2.1
30m
(H)
DP
DP
DP
DP
DP
DP
DP
DP
DP
DP
DPDPDP
DP
DP
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
22.5° PITCH
22.5° PITCH 22.5° PITCH
22.5° PITCH
22.5° PITCH
22.5° PITCH
22.5
° PIT
CH
22.5
° PIT
CH
22.5
° PIT
CH
22.5
° PIT
CH
22.5
° PIT
CH
22.5
° PIT
CH
FIR
ST
F
LO
OR
F
RO
NT
S
ET
BA
CK
FIR
ST
F
LO
OR
F
RO
NT
S
ET
BA
CK
FIR
ST
F
LO
OR
F
RO
NT
S
ET
BA
CK
FIRST FLOOR FRONT SETBACK
FIRST FLOOR FRONT SETBACK
FIR
ST
F
LO
OR
SID
E S
ET
BA
CK
FIR
ST
F
LO
OR
SID
E S
ET
BA
CK
GROUND FLOOR FRONT SETBACK
GARAGE FRONT SETBACK
GR
OU
ND
F
LO
OR
FR
ON
T S
ET
BA
CK
GA
RA
GE
SE
TB
AC
K
GA
RA
GE
SE
TB
AC
K
p.o.s: 40.0m2s.p.o.s: 26m2
p.o.s: 40.0m2s.p.o.s: 25m2
p.o.s: 41.6m2s.p.o.s: 35m2
GR
OU
ND
F
LO
OR
SID
E S
ET
BA
CK
GR
OU
ND
F
LO
OR
SID
E S
ET
BA
CK
CONCRETEDRVEWAY
CONCRETEDRVEWAY
CONCRETEDRVEWAY
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
bedroom 2
built in robe
bedroom 3
built in robe
b a t h
s h o w e r
bathroom
wc
AREAS UNIT 1
GROUND FLOOR: 82.9900
sq.m
8.93
sqrs
GARAGE: 23.8300
sq.m
2.57
sqrs
PORCH: 4.0700
sq.m
0.44
sqrs
FIRST FLOOR: 47.7700
sq.m
5.14
sqrs
TOTAL: 158.66
sq.m
17.08
sqrs
909 4270 600
1999 3180 600
46
85
22
70
34
90
46
10
49
2
62
75
32
55
91
5
10
44
5
90
10
00
90
35
05
90
50
0
90
91
09
0
50
0
90
34
00
90
BE
DR
OO
MW
CB
ED
RO
OM
40
95
39
90
61
85
30
00
90
BA
TH
90 4090 90
1000 90 3000
BEDROOM
980 90 2530 90
90 1909 90 3000 90
BEDROOMBATH
980 90 2530 90
A
A1
0
1234567891011
12
13141516
820
820
820
720
W1
W2
W3
W4
W5
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
3
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
porch
ens
s h o w e r
garage
Unit 1
bedroom 1
built in robe
dryer
above
w/mach
ine
l'dry
meals
fridge
pantry
kitchen
living
entry
6340
5840 500
13
78
13
33
3
17
11
4
22
03
54
09
09
69
12
40
GA
RA
GE
10
00
90
45
11
90
40
00
90
32
43
24
0
220 5890 230
240 1746 24090 2623 1402
L'DRY STAIRS
GARAGE
240
500
90 3020 90 1660 240
BEDROOM ENS
5860 240
617
668 350
47
03
06
04
70
A
A1
0
1234567891011
12
13
2100H
X
2700W
PA
NE
L LIF
T D
OO
R
RE
MO
TE
O
PE
NIN
G
820
720
820
720CSD
4x380 BI
FOLD
820
720C
SD
FFL : 10.028
172MM
STEPDOWN
FFL : 10.20
D1
W1
W2
W3
W4W5
D2
D3
W6
A
A1
0
6340
L'D
RY
LIV
IN
GK
IT
CH
EN
BE
D 1
39
90
3146
deck
gate
GROUND ANDFIRST FLOOR PLANUNIT ONESCALE 1:100
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
4
living
deck
meals
garageUNIT 2
porch
fridge
pantry
bedroom 1
kitchen
dryer above
w/machine
ens
s h o w e r
w.i.r
entry
wc
l'dry
linen
up
bedroom 2
built in robe
bedroom 3
built in robe
b a t h
s h o w e r
bathroom
wc
2140 7143 3450
12733
12733
9283 3450
17
11
4
41
00
36
84
83
30
10
00
27
59
35
90
90
09
01
80
09
04
00
02
40
BE
DR
OO
MW
IR
WC
24
04
56
45
13
0
ME
AL
S
90
16
60
L'D
RY
KIT
CH
EN
59
34
90
36
60
18
50
ST
AIR
SL
IV
IN
G
22
06
29
02
30
GA
RA
GE
67
40
15
00
37
11
265 2982 90 2136 90 1100 90 2290 240
BEDROOM L'DRY LINEN ENTRY
1382 90 1510 4616 90
WIR
ENS
2982 800 4906 90 3390 210
GARAGE
470 2893 470
35
06
50
240 6663 240
265 2025 90 90 3390 210
WC GARAGE
AREAS UNIT 2
GROUND FLOOR: 101.1100
sq.m
10.88
sqrs
GARAGE: 24.8700
sq.m
2.68
sqrs
PORCH: 3.8300
sq.m
0.41
sqrs
FIRST FLOOR: 43.3500
sq.m
4.67
sqrs
TOTAL: 173.16
sq.m
18.64
sqrs
1160 800
5987
1415 4570
10
49
2
23
27
42
70
38
95
81
65
90
30
00
90
10
00
90
BE
DR
OO
MW
C
19
30
90
98
0
50
0
90
32
15
90
30
00
38
05
BE
DR
OO
MB
AT
H
48
95
90 3220 90
500
90 1907 90
BEDROOM BATH
3810
1932 90 3785
WC
90 3300 90 1000 90
BEDROOM
1930 90 1280
A
A1
0
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
12345678910111213141516
2345678910111213141516
3217
3235
36
00
73
8
28
62
2100H X 2700W
PANEL LIFT DOOR
REMOTE OPENING
720
720
720
720
720C
SD
820
720C
SD
720C
SD
FFL : 10.20
FFL : 10.028
172MM
STEPDOWN
820
820
720
820
D1
W1W2W3
W4
D2
D3
W1
W2
W3
W4W5
GROUND ANDFIRST FLOOR PLANUNIT TWOSCALE 1:100
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
5
porch
living
s h o w e rbuilt in robe
ens dryer
above
w/mach
ine
l'dry
bedroom 1
entry
garage
UNIT 3
deck
binrycl
meals
s h o w e r
up
fridgepantry
bedroom 2
built in robe
b a t h
s h o w e r
bathroom
bedroom 3
built in robe
wc
study
10200
1000 9200
10200
5560 3500 1140
12
51
4
65
24
59
90
12
51
4
41
29
83
85
240 8720 240
4080 90 3650 265
GARAGE
240 3000 90 1990 240
BEDROOM ENTRY
900 90 2010 1000 90 900 90
3000
GARAGE
24
02
22
09
03
20
02
40
BE
DR
OO
ME
NS
90
16
30
90
50
0
24
06
43
4
24
03
85
49
06
60
02
30
LIV
IN
GG
AR
AG
E
53
94
90
95
09
01
83
09
01
74
01
85
02
40
L'D
RY
AREAS UNIT 3
GROUND FLOOR: 80.5000
sq.m
8.67
sqrs
GARAGE: 26.6400
sq.m
2.87
sqrs
PORCH: 2.5600
sq.m
0.28
sqrs
FIRST FLOOR: 51.5800
sq.m
5.55
sqrs
TOTAL: 161.28
sq.m
17.36
sqrs
6670
6670
3596 3074
83
75
83
75
69
85
13
90
90 3200 90 3200 90
BEDROOM BEDROOM
1930 90 1180 1180 90 1930
90 2326 90 1000 90 2984 90
4600 90 1800
90
30
70
90
50
0
90
44
45
90
36
60
10
50
33
95
STUDY BATH
BE
DR
OO
MS
TU
DY
90
30
70
90
50
0
90
10
57
90
19
08
90
WC
BA
TH
36
60
BE
DR
OO
M
A
A1
0
A
A1
0
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
12345678910111213141516
45678910111213141516
2100H X 2700W
PANEL LIFT DOOR
REMOTE OPENING
6536
36
00
FFL : 10.028
172MM
STEPDOWN
FFL : 10.20
720C
SD
720C
SD
820
820
4x380 B
I
FO
LD
820
820
720
720
D1W1W2
W3
D2
D3
W1W2
W3 W4
W5
W6
GROUND ANDFIRST FLOOR PLANUNIT THREESCALE 1:100
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
6
selected Boral 'mocha' bricknatural ground line
ceiling line
ground floor line
first floor line
ceiling line
b o
u n
d a
r y
l i n
e
b o
u n
d a
r y
l i n
e
proposed east elevation(front elevation) scale: 1 : 1 0 0
b o
u n
d a
r y
l i n
e
natural ground line
ceiling line
ground floor line
first floor line
ceiling line
b o
u n
d a
r y
l i n
e
proposed south elevation(side elevation) scale: 1 : 1 0 0
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
23% roof pitch - colorbond 'woodland grey'
23% roof pitch - colorbond 'woodland grey'
23% roof pitch - colorbond 'woodland grey'
selected Boral 'mocha' brick selected Boral 'mocha' brick selected Boral 'mocha' brick
selected render finish ''evening haze''selected render finish ''evening haze''
selected render finish ''evening haze''
2100H X 2700W
PANEL LIFT DOOR
REMOTE OPENING
2100H X 2700W
PANEL LIFT DOOR
REMOTE OPENING
2100H X 2700W
PANEL LIFT DOOR
REMOTE OPENING
DWELLING 1
DWELLING 1DWELLING 2DWELLING 3
W3 W2 W1
W1W2W3
D1
D1 D1
W1W2
W1
W2
W3 W2
W1
W1
W2
W4
W4W5
WINDOW SCHEDULE UNIT 1UNIT 1 GROUND FLOOR
NO. HEIGHT WIDTH TYPE WALL TYPEW1 1800 910 AWNING ALUMINIUM WINDOW BRICK VENEERW2 1800 910 AWNING ALUMINIUM WINDOW BRICK VENEERW3 1800 910 AWNING ALUMINIUM WINDOW BRICK VENEERW4 600 2100 AWNING ALUMINIUM WINDOW (OBS) BRICK VENEERW5 600 1810 AWNING ALUMINIUM WINDOW BRICK VENEERW6 900 610 AWNING ALUMINIUM WINDOW BRICK VENEER
UNIT 1 FIRST FLOOR
NO. HEIGHT WIDTH TYPE WALL TYPEW1 900 2100 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW2 900 610 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW3 900 2100 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW4 600 1200 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW5 900 1810 AWNING ALUMINIUM WINDOW LIGHT WEIGHT
DOOR SCHEDULE UNIT 1NO. HEIGHT WIDTH TYPE WALL TYPE
D1 2100 820 FRONT DOOR WITH 600MM SIDEWINDOW BRICK VENEER
D2 2100 2800 ENTERTAINER SLIDING DOORS BRICK VENEERD3 2100 820 REAR GARAGE DOOR BRICK VENEER
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
7
ceiling line
ground floor line
first floor line
ceiling line
b o
u n
d a
r y
l i n
e
b o
u n
d a
r y
l i n
e
obscure glazing 1.7m above FFL
obscure glazing 1.7m above FFL
proposed north elevation(side elevation) scale: 1 : 1 0 0
natural ground line
ceiling line
ground floor line
first floor line
ceiling line
b o
u n
d a
r y
l i n
e
b o
u n
d a
r y
l i n
e
proposed west elevation(rear elevation) scale: 1 : 1 0 0
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
23% roof pitch - colorbond 'woodland grey'
23% roof pitch - colorbond 'woodland grey'
23% roof pitch - colorbond 'woodland grey'
selected Boral 'mocha' brick
selected Boral 'mocha' brick selected Boral 'mocha' brick
DWELLING 3
DWELLING 3DWELLING 2DWELLING 1
D3
D2
D3
W5
W4
W4
W4
W3
W3
D3
WINDOW SCHEDULE UNIT 2UNIT 2 GROUND FLOOR
NO. HEIGHT WIDTH TYPE WALL TYPEW1 600 910 AWNING ALUMINIUM WINDOW BRICK VENEERW2 1800 610 AWNING ALUMINIUM WINDOW BRICK VENEERW3 1800 610 AWNING ALUMINIUM WINDOW BRICK VENEERW4 1500 610 AWNING ALUMINIUM WINDOW (OBS) BRICK VENEER
UNIT 2 FIRST FLOOR
NO. HEIGHT WIDTH TYPE WALL TYPEW1 1500 610 FIXED ALUMINIUM WINDOW LIGHT WEIGHTW2 900 2100 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW3 900 610 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW4 900 1810 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW5 400 1210 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHT
DOOR SCHEDULE UNIT 2NO. HEIGHT WIDTH TYPE WALL TYPE
D1 2100 820 FRONT DOOR WITH 600MM SIDEWINDOW BRICK VENEER
D2 2100 2170 ENTERTAINER SLIDING DOORS BRICK VENEERD3 2100 4500 ENTERTAINER SLIDING DOORS BRICK VENEER
WINDOW SCHEDULE UNIT 3UNIT 3 GROUND FLOOR
NO. HEIGHT WIDTH TYPE WALL TYPEW1 1800 610 AWNING ALUMINIUM WINDOW BRICK VENEERW2 1800 610 AWNING ALUMINIUM WINDOW BRICK VENEERW3 1800 610 AWNING ALUMINIUM WINDOW BRICK VENEER
UNIT 3 FIRST FLOOR
NO. HEIGHT WIDTH TYPE WALL TYPEW1 1500 610 FIXED ALUMINIUM WINDOW LIGHT WEIGHTW2 900 2100 AWNING ALUMINIUM WINDOW LIGHT WEIGHTW3 900 1810 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW4 400 1210 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW5 900 610 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHTW6 600 1210 AWNING ALUMINIUM WINDOW (OBS) LIGHT WEIGHT
DOOR SCHEDULE UNIT 3NO. HEIGHT WIDTH TYPE WALL TYPE
D1 2100 820 FRONT DOOR WITH 600MM SIDEWINDOW BRICK VENEER
D2 2100 2170 ENTERTAINER SLIDING DOORS BRICK VENEERD3 2100 4500 ENTERTAINER SLIDING DOORS BRICK VENEER
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
8
TIMBER FRAMING SCHEDULESIZES FOR SINGLE OR UPPER STOREY CONSTRUCTION
MEMBER SIZE SUPP AT2 POINTS
CONT. OVER2 SPANS
MAXSPACING
MAX. STRESSGRADE
BOTTOM PLATE 90X45 600 600 F5TOP PLATE 90X45 600 600 F5
STUDS - COMMON 90X3590X3590X45
240027003000
240027003000
600600450
F5F5F5
STUDS - AT SIDESOF OPENINGS
90X4590X7090X7090X9090X90
24002400270027003000
24002400270027003000
11503000180027001500
F5F5F5F5F5
LINTELS (REFERTRUSS DESIGN)
90X35140X35190X35240X35240X45290X45
130019002400300032003600
F17F17F17F17F17F17
NOGGINGS 90X45 70X35 F5BRACING 90X45 METAL STRAP -
REFER A.S.1684
ROOF BATTENS 75X38 F8
ceiling line
ground floor line
first floor line
ceiling line
b o
u n
d a
r y
l i n
e
b o
u n
d a
r y
l i n
e
STUDY BATH BEDROOM BEDROOMBATH
KITCHEN MEALS
CONCRETE WAFFLE POD SLAB AS PER ENGINEERS SPECS
ENSUITE
GARAGE
WIR ENS KITCHEN
GARAGE
PROVIDE R3.5 INSULATION BATTS
TO CEILING. TYPICAL
COLORBOND ROOFING
AT 22.5° PITCH
UNIT 1UNIT 2UNIT 3
SECTION A-ASCALE 1:100
TRUSS ROOF MANUFACTURERS SPECIFICATIONSTO BE PROVIDED PRIOR TO THE ERECTION OF LOAD BEARING POINTS I.E. LINTELS, STUDS SUPPORTINGCONCENTRATED LOADS TO BE DESIGNED BY TRUSS MANUFACTURER AND/OR STRUCTURALENGINEER.IF STRUCTURAL DESIGN WAS PROVIDED THAN DESIGN ENGINEER TO VERIFY TRUSSLOCATIONS AND DESIGN FOR LOAD BEARING POINTS AS REQUIRED.
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
CONCRETE WAFFLE POD SLAB AS PER ENGINEERS SPECS
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
9
Weep holes @1200 ctrs max.FFL
SCALE: 1:20
Flashing / DPC
172
Cut level
FGL
150
Backfill
SLAB REBATE DETAIL
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
10
EXTERNAL WALL FLASHING DETAIL
240 Tread min.
88
5m
in
19
0
ma
x. R
ise
r
VERTICAL CORNER FLASHING
CAULK PLASTERBOARD WITH BORAL
PLASTERBOARD WET AREA SEALANT
AROUND PLUMBING PENETRATIONS
TIMBER STUDS @ 600mm MAX. CENTRES
10mm OR 13mm BORAL WET AREA PLASTERBOARD
( 13mm OR 16mm WET AREA FIRESTOP FOR
FIRE RATED WALLS )
JOINT TREATMENT:
1 - BASEBOND 60 OR 90 OR B300 JOINT CEMENT
TREATMENT OVER PAPER TAPE WITH AN APPROVED
SEALER, EG. DAVCO DAMPFLEX, AGA SUPERFLEX 1
PAINTED OVER THE ENTIRE FINISHED BOARD SURFACE (SHOWER
AREA ONLY ) PRIOR TO TILE APPLICATION ( THE APPLICATION OF A
SEALER IS NOT REQUIRED WHERE AN CSIRO APPRAISALS APPROVED
SHOWER MEMBRANE IS APPLIED OVER FULL HEIGHT OF
SHOWER )
OR
CERAMIC WALL TILES ON TYPE 1
ORGANIC BASED WALL TILE ADHESIVE.
CSIRO APPRAISALS APPROVED IN-SITU MEMBRANE INTERNAL TRAY
APPLIED TO SHOWER BASE AND PLASTERBOARD WALL
LINING BY AN APPROVED INSTALLER.
MASKING TAPE TO HOLD ROD IN PLACE, BY TRAY INSTALLER
OPTIONAL FOAM PLASTIC ROD USED AS A BOND BREAKER,
BY TRAY INSTALLER.
2 - BORAL WET AREA TAPING CEMENT JOINT
TREATMENT OVER PAPER TAPE ( A SEALANT IS
NOT REQUIRED TO BE USED OVER PLASTERBOARD )
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
11
- POSITIONS INDICITIVE ONLY
SPECIAL/ADDITIONAL ITEMS
EQUIPMENT
SERVICES
ELECTRICAL LEGEND
(RELATING TO FLOORS ON THIS SHEET ONLY)
BATTEN HOLDER INTERNAL
WALL MOUNTED BATTEN
HOLDER EXTERNAL
LED VOLTAGE DOWNLIGHT
STAIR LIGHTS
BATTEN HOLDER EXTERNAL
SINGLE G.P.O. 300 HIGH
DOUBLE G.P.O. 300 HIGH
SINGLE G.P.O 1100 HIGH
DOUBLE G.P.O 1100 HIGH
SINGLE G.P.O IN CEILING
EXHAUST FAN
SMOKE ALARM
DOUBLE EXTERNAL G.P.O.
T.V.
EXTERNAL WATER TAPTap
MB
GAS
HWS
METER BOX
GAS METER
HOT WATER SYSTEM
600 SINGLE FLOURESCENT WITH
OPAL DIFFUSER
600 DOUBLE FLOURESCENT WITH
OPAL DIFFUSER
TELEPHONE POINT
ALARM SENSORS
IXL TASTIC HEATER/FAN/LIGHTS
EVAPORATIVE COOLING POINTS
DUCTED HEATING POINT
(APPROX. POSITION)
THERMOSTAT
600 x 600 MAN HOLE (APPROX.
POSITION)
SOLAR HOT WATER SERVICE GAS ELECTRIC
WALL FURNACE
CENTRAL HEATING
HOT PLATE
WALL OVEN
UBO (under bench oven)
GAS ELECTRIC
GAS ELECTRIC
GAS ELECTRIC
GAS ELECTRIC
GAS ELECTRIC
DISHWASHER POINT
EXHAUST FANS
RANGE HOOD
SPA BATH
VACUUM SYSTEM
YES NO
YESNO
YES NO
YESNO
YES NO
YES NO
ALARM SYSTEM
SINGLE EXTERNAL G.P.O.
ELECTRICAL PLAN - GROUND FLOORSCALE 1:100
porch
porch
ens
s h o w e r
living
living
s h o w e rbuilt in robe
ens dryer
above
w/mach
ine
l'dry
bedroom 1
entry
garage
garage
UNIT 1
UNIT 3
bedroom 1
deck
deck
deck
built in robe
dryer
above
w/mach
ine
l'dry
meals
fridge
pantry
kitchen
living
binrycl
meals
meals
binrycl
entry
garage
UNIT 2
porch
fridge
pantry
bedroom 1
kitchen
dryer above
w/machine
ens
s h o w e r
w.i.r
entry
wc
l'dry
linen
upup
fridgepantry
gate
2-W
AY
S
WIT
CH
2-W
AY
S
WIT
CH
2-WAY SWITCH
2-W
AY
S
WIT
CH
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016
BUILDER / CONTRACTOR SHALL VERIFY JOB DIMENSIONS BEFORE ANY
JOB COMMENCES. FIGURED DIMENSIONS TAKE PRECEDENCE OVER
SCALED WORK. WORK SHALL CONFORM THE SPECIFICATION, OTHER
DRAWINGS AND JOB DIMENSIONS. ALL SHOP DRAWINGS SHALL BE
SUBMITTED TO THE DRAFTSPERSON, AND MANUFACTURE SHALL NOT
COMMENCE PRIOR TO THE RETURN OF INSPECTED SHOP DRAWINGS
SIGNED BY DRAFTSPERSON.
BY. DATE. DESCRIPTION.REV.
36 MASON STREET NEWPORT, 3015
P. 9391 0023 E. [email protected]
ABN. 85146959775
MERAQ PROJECTS
(CAD) A1
#
12
- POSITIONS INDICITIVE ONLY
SPECIAL/ADDITIONAL ITEMS
EQUIPMENT
SERVICES
ELECTRICAL LEGEND
(RELATING TO FLOORS ON THIS SHEET ONLY)
BATTEN HOLDER INTERNAL
WALL MOUNTED BATTEN
HOLDER EXTERNAL
LED VOLTAGE DOWNLIGHT
STAIR LIGHTS
BATTEN HOLDER EXTERNAL
SINGLE G.P.O. 300 HIGH
DOUBLE G.P.O. 300 HIGH
SINGLE G.P.O 1100 HIGH
DOUBLE G.P.O 1100 HIGH
SINGLE G.P.O IN CEILING
EXHAUST FAN
SMOKE ALARM
DOUBLE EXTERNAL G.P.O.
T.V.
EXTERNAL WATER TAPTap
MB
GAS
HWS
METER BOX
GAS METER
HOT WATER SYSTEM
600 SINGLE FLOURESCENT WITH
OPAL DIFFUSER
600 DOUBLE FLOURESCENT WITH
OPAL DIFFUSER
TELEPHONE POINT
ALARM SENSORS
IXL TASTIC HEATER/FAN/LIGHTS
EVAPORATIVE COOLING POINTS
DUCTED HEATING POINT
(APPROX. POSITION)
THERMOSTAT
600 x 600 MAN HOLE (APPROX.
POSITION)
SOLAR HOT WATER SERVICE GAS ELECTRIC
WALL FURNACE
CENTRAL HEATING
HOT PLATE
WALL OVEN
UBO (under bench oven)
GAS ELECTRIC
GAS ELECTRIC
GAS ELECTRIC
GAS ELECTRIC
GAS ELECTRIC
DISHWASHER POINT
EXHAUST FANS
RANGE HOOD
SPA BATH
VACUUM SYSTEM
YES NO
YESNO
YES NO
YESNO
YES NO
YES NO
ALARM SYSTEM
SINGLE EXTERNAL G.P.O.
ELECTRICAL PLAN - FIRST FLOORSCALE 1:100
bedroom 2
built in robe
b a t h
s h o w e r
bathroom
bedroom 3
bedroom 2
built in robe
bedroom 3
built in robe
b a t h
s h o w e r
bathroom
wc
bedroom 2
built in robe
bedroom 3
built in robe
b a t h
s h o w e r
bathroom
wc
built in robe
wc
study
M.H
M.H
M.H
2-W
AY
S
WIT
CH
2-W
AY
S
WIT
CH
2-WAY SWITCH
2-W
AY
S
WIT
CH
SCALE.
DRAWN BY.
DATE.AS SHOWN
MERAQ BUILDING DESIGNERSJOB NO: 2016/011
CLIENT.
-
PROJECT.
3 UNIT DEVELOPMENT
1 SHERRIN COURT,
WERRIBEE, VIC 3030
25/05/2016