This document contains general notes, specifications, and requirements for a proposed unit development project. It includes notes on copyright, dimensions, verification of details, compliance with regulations, structural requirements, drainage, fire safety, and more. Written dimensions take precedence over scales. The contractor must verify all levels and dimensions before starting work.

1. THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
NOTES
1
15-0478 ..B
MAR 2016
TS
COMMENTSDATEISSUE
AMENDMENTS- PRINT ISSUE
BY
LOCATION OF L.P.D. & SEWER POINT
GENERAL NOTES:
WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALE. THESE PLANS ARE TO BE
READ IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS, ENGINEERS DESIGNS,
COMPUTATIONS, AND GEOTECHNICAL REPORTS. WRITTEN SPECIFICATIONS TAKE
PRECEDENCE OVER THESE DRAWINGS UNLESS NOMINATED IN THE CONTRACT OR
SPECIFICATION.
SITE SPECIFIC REQUIREMENTS ie: TERMITE TREATMENT, GALVANISING FOR DURABILITY,
SITE SURFACE DRAINAGE, TREE ROOT PROTECTION, RETAINING WALLS ETC, ARE TO BE
PROVIDED AS A CONTRACT VARIATION, OR BY OWNER AT OWNER'S EXPENSE.
DRAWING ARE ONLY ISSUED FOR CONSTRUCTION WHEN APPROVED AND SIGNED BY THE
DESIGN OFFICE &/OR CONTRACTOR AUTHORISED SIGNATORY. ANY DOCUMENTS
WITHOUT APPROVAL (INCLUDING ALL PDF OR EMAILED VERSIONS) ARE NOT TO BE USED
FOR CONSTRUCTION.
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL
PROCEEDINGS.
A.H.D. - AUSTRALIAN HEIGHT DATUM
T.B.M. - TEMPORARY BENCH MARK
U.N.O. - UNLESS NOTED OTHERWISE
NGL - NATURAL GROUND LEVEL
FFL - FINISHED FLOOR LEVEL
GFL - GARAGE FLOOR LEVEL
FCL - FINISHED CEILING LEVEL
BUILDER SHALL ENSURE THAT STRUCTURAL DIMENSIONS INCLUDE ALLOWANCES FOR
FLOOR COVERINGS, CEILING LININGS, BATTENS ETC.
ALL DIMENSIONS, AREAS, LEVELS & SITE CONDITIONS TO BE VERIFIED BY
CONTRACTOR/OWNER PRIOR TO COMMENCEMENT OF ANY WORKS. ANY
DISCREPANCIES OR ERRORS MUST BE REPORTED TO THE DESIGN OFFICE
IMMEDIATELY. IF IN DOUBT ASK!
THE BUILDER RESERVES THE RIGHT TO MAKE MINOR ALTERATIONS DURING
CONSTRUCTION IN THE INTEREST OF PRODUCT IMPROVEMENT.
OTHER THAN WHERE EXEMPTIONS APPLY, THE PROPOSAL IS TO COMPLY WITH
BUILDING REGULATIONS 2006 (PART 4 - SITING).
ALL STRUCTURAL TIMBERS, FRAMING, BRACING & TIE DOWN ARE TO BE CONSTRUCTED
& GRADED IN ACCORDANCE WITH:
- NATIONAL TIMBER FRAMING CODE AS1684, &
- TIMBER FRAMING MANUAL AS1684N1/N2 SUPP. 12.
F5-PINE F7-OREGON F8-HARDWOOD F17-SEASONED HARDWOOD
WALL DIMENSIONS: 240mm EXTERNAL & 90mm INTERNAL. 2/90x45 DOUBLE STUDS
UNDER ALL BEAMS U.N.O. MEMBER SIZES: REFER TO PROJECT SPECIFICATIONS.
ALL SERVICES TO COMPLY WITH PART 3.12.5 OF NCC 2015
EXTENT OF PROTECTION AGAINST WATER IN WET AREAS ON WALLS, FLOOR AND ALL
JUNCTIONS TO NCC 2015 3.8.1.2 AND AS 3740.
TIMBER FLOOR CONSTRUCTION
BATHROOM / ENSUITE FLOORS TO BE GRADED TO FLOOR WASTE IN ACCORDANCE WITH
NCC 2015 3.8.1.2
CONCRETE FLOOR CONSTRUCTION
SHOWER ENCLOSURES TO BE SCREENED & / OR ENTIRE FLOOR TO BE GRADED TO
FLOOR WASTE IN ACCORDANCE WITH NCC 2015 3.8.1.2
PLASTERBOARD INTERNAL LININGS UNO.
WINDOWS: REFER TO MANUFACTURER'S SCHEDULE. SIZES ARE NOMINAL, & TO BE
VERIFIED BY BUILDER. WIND TERRAIN CATEGORY NOMINATED BY COUNCIL. ALL GLAZING
TO COMPLY WITH AS2047. SAFETY GLAZE TO AS1288 Sect 5 & NCC 2015 3.6
TERMITE RISK MANAGEMENT TO SUB-FLOOR TO A.S. 3660.1.
A DURABLE NOTICE MUST BE INSTALLED IN THE METER BOX IN ACCORDANCE WITH NCC
2015 3.1.3, WITH METHOD OF PROTECTION, DATE OF INSTALLATION, LIFE EXPECTANCY
(IF CHEMICAL BARRIER USED), AND MANUFACTURER'S RECOMMENDATIONS FOR
FREQUENCY OF FUTURE INSPECTIONS.
SMOKE ALARMS TO COMPLY WITH A.S.3786, AND TO BE INSTALLED IN ACCORDANCE
WITH NCC 2015 3.7.2 FOR ALL CLASS 1a AND 1b BUILDINGS. SMOKE ALARMS MUST BE
DIRECT WIRED TO MAINS POWER AND, TO BE INTERCONNECTED WHERE THERE IS MORE
THAN ONE ALARM.
STAIRS AND STEPS
-MIN CLEARANCE 2000mm (MEASURED VERTICALLY ABOVE NOSING LINE)
-TREADS: 240mm MIN RISERS: 190mm MAX
-1000mm HIGH CONTINUOUS HANDRAIL & BALUSTRADES FROM FINISHED SURFACE
LEVEL.
-125mm MAX BETWEEN BALUSTERS AND UNDER BOTTOM RAIL
-125mm MAX OPENING BETWEEN TREADS
-190mm MAX STEP DOWN AT DOORWAYS
WHERE REQUIRED, MECHANICAL VENTILATION IS TO BE PROVIDED IN ACCORDANCE
WITH AS1668.2 AND NCC 2015 3.8.5
- DIRECTLY TO OUTSIDE THE BUILDING BY WAY OF DUCTS; OR
- INTO A ROOF SPACE THAT -
(A) IS ADEQUATELY VENTILATED BY OPEN EAVES, & / OR ROOF VENTS; OR
(B) IS COVERED BY ROOF TILES WITHOUT SARKING OR SIMILAR MATERIALS
WHICH WOULD PREVENT VENTING THROUGH GAPS BETWEEN THE TILES.
SUB FLOOR VENTS TO BE SPACED EVENLY AT 1000mm MAX CENTRES, TO PROVIDE
6000mm CLEAR AIR PASSAGE PER METER OF WALL LENGTH, & MAX 600mm FROM
CORNERS.
OPEN FIRE PLACE CONSTRUCTION AS PER NCC 2015 3.7.3.2 AND CHIMNEY
CONSTRUCTION AS PER NCC 2015 3.7.3.3. PROVIDE DAMPER OR FLAP TO CHIMNEY.
INSERT FIRE PLACES AS PER NCC 2015 3.7.3.4.
FREE STANDING HEATING APPLIANCES AS PER NCC 2015 3.7.3.5.
STORM WATER DRAINS TO BE DRAINED TO LAWFUL POINT OF DISCHARGE (L.P.D.) AS
DIRECTED BY LOCAL AUTHORITY AND IN ACCORD. WITH AS.3500.3.
MIN 450mm COVER UNDER CRUSHED ROCK.
GUTTERS, DOWNPIPES AND ROOF FLASHINGS SHALL NOT CONTAIN LEAD ON ROOFS
THAT ARE USED TO COLLECT POTABLE (DRINKING) WATER.
EACH DOWNPIPE NOT TO SERVE MORE THAN 12.00m OF GUTTER LENGTH, AND TO BE
LOCATED AS CLOSE AS POSSABLE TO VALLEY GUTTERS. IF THE DOWNPIPE IS MORE
THAN 1.20m FROM A VALLEY, PROVISION FOR OVERFLOW ie; SLOTTED GUTTERS. TO
COMPLY WITH Part 3.5.2 NCC 2015.
WALLS ON BOUNDARIES TO COMPLY WITH RESCODE CLAUSE 54 A.11-13.
MAX AVE. HEIGHT 3.20m ON OR WITHIN 200mm OF BOUNDARY.
MIN 1.00m LIGHT COURT TO NEIGHBOURS HABITABLE WINDOW.
NO PART OF BUILDING TO ENCROACH BOUNDARY.
FLOOR LEVELS ARE DETERMINED BY ASSUMED LEVELS ADJACENT TO RESIDENCE AND
MAY BE ADJUSTED ON SITE BY BUILDER AT BUILDER'S DISCRETION.
-FFL MIN 150mm ABOVE FSL FOR SLABS.
-FLOOR LEVEL MIN 225mm ABOVE FSL OR PAVING ADJACENT TO O.R.G. (OVER FLOW
RELIEF GRATE).
-FFL MIN 400mm (NOMINAL) ABOVE FSL FOR STUMPS
-SHEET FLOORING: MIN 200mm CLEAR UNDER BEARER
-STRIP FLOORING: MIN 150mm CLEAR UNDER BEARER
-TERMITE AREAS: MIN 400mm CLEAR UNDER BEARER UNLESS METHOD OF PROTECTION
OR RELEVANT STANDARDS RECOMMEND OTHERWISE
-A MAXIMUM OF 600mm OF GRANULAR OR 300mm OF CLAY/SILT FILLING INCLUDING ANY
EXISTING FILLING MAY BE PLACED UNDER SLAB PANELS.
-REFER TO APPENDIX OF SOIL REPORT FOR CONSTRUCTION AND MAINTENANCE
REQUIREMENTS
-ALL LEVELS ARE FINISHED SURFACE LEVELS U.N.O.
-MAX 200mm FILL AT EXTERNAL DOORS
-GRADE FSL AWAY FROM RESIDENCE
RETAINING WALLS TO BE CONSTRUCTED IMMEDIATELY AFTER EXCAVATION. ALLOW
5KPa SURCHARGE ON BOUNDARY U.N.O. RETAINING WALLS TO BE CONSTRUCTED &
PROTECTION NOTICE SERVED IN ACCORDANCE WITH BUILDING ACT 1993.
OWNER/CONTRACTOR IS TO PROVIDE INSURANCE, SURVEY OF EXISTING CONDITIONS &
NEIGHBOUR'S CONSENT FOR CONSTRUCTION IN ACCORDANCE WITH ACT.
EXCAVATION TO CONNECT TO STORM WATER DRAINS VIA SILT PIT WITH GRATED COVER
BY OWNER OR CONTRACT VARIATION.
FIRE SEPARATION OF BUILDINGS ON BOUNDARY TO NCC 2015 3.7.1
ALL STRUCTURAL STEEL IS TO BE PROTECTED FROM CORROSION IN MODERATE AND
SEVERE ENVIRONMENTS IN ACCORDANCE WITH TABLE 3.4.4.2 IN NCC 2015 WALL TIES TO
BE STAINLESS STEEL, TO COMPLY WITH DURABILITY REQUIREMENTS RULE 3.4 A.S.3700.
GENERAL PURPOSE CLASS - MORTAR TO BE 1:1:6
PROTECTED CLASS (WITHIN 1KM OF SEA) - MORTAR TO BE 1:2:9
EXPOSURE CLASS - MORTAR TO BE 1: :4 .
BUILDINGS ADJACENT TO EASEMENT TO HAVE FOOTINGS DIRECTED TO A DEPTH PAST
ANGLE OF REPOSE OF PIPES AND TO HAVE FOOTING SYSTEM DESIGNED TO COMPLY
ACCORDINGLY. REFER TO ENGINEER'S DESIGN, ATTACHED DETAIL &/OR AS DIRECTED BY
LOCAL AUTHORITY.
BRICKWORK IN GABLES, OR OVER WINDOWS PROVIDE CONTINUOUS CAVITY HEAD
FLASHING TO WEEP HOLES @ 1000 MAX CTRS. BASKETBALL RINGS OR OTHER SPORTING
EQUIPMENT ARE NOT TO BE ATTACHED TO BRICKWORK OR BUILDING UNLESS DESIGNED
FOR THAT PURPOSE.
BRICKWORK TOLERANCES TO COMPLY WITH PROJECT SPECIFICATIONS AND RELEVENT
AUSTRALIAN STANDARDS.
- NON-LOAD BRICKWORK
- BED JOINTS Nominal 10mm +/- 3mm
- PERP JOINTS Nominal 10mm +/- 5mm
INCONSISTANT BRICK SIZES AND BATCHING VARIATIONS 10mm
THE DESIGN ENGINEER ADVISES THAT FLOOR TILES SHOULD NOT BE LAID ON CONCRETE
FLOORS UP TO 18 MONTHS AFTER THE SLAB HAS BEEN POURED. ANY FLOOR TILES LAID
DURING THIS PERIOD ARE DONE SO AT THE RISK OF THE OWNERS/PURCHASERS AND
ARE NOT RECOMMENDED BY THE BUILDER.
WHERE DISTANCE FROM TOILET PAN TO DOOR IS LESS THAN 1.20m THE DOOR IS TO
OPEN OUTWARDS, SLIDE OR TO BE READILY REMOVABLE FROM OUTSIDE OF THE
COMPARTMENT. THIS APPLIES TO ALL ROOMS CONTAINING A TOILET PAN.
PROTECTION OF OPENABLE WINDOWS TO BE PROVIDED IN ACCORDANCE WITH NCC 2015
3.9.2.5 WHERE THE FLOOR BELOW THE WINDOW IN A BEDROOM IS 2.00m OR MORE
ABOVE THE SURFACE BENEATH, AND THE LOWEST LEVEL OF THE WINDOW OPENING IS
LESS THAN 1.70m ABOVE THE FLOOR, MUST BE PROTECTED WITH;
- A DEVICE CAPABLE OF RESTRICTING THE WINDOW OPENING
- A SUITABLE SCREEN, NOT TO PERMIT A 125mm SPHERE TO PASS THROUGH
- RESIST AN OUTWARD HORIZONTAL ACTION OF 250 N.
ALL OH&S SAFE WORK PRACTICES & PROCEDURES MUST BE FOLLOWED & ADHERED TO,
& TO INCLUDE, BUT IS NOT LIMITED TO, ELECTRICAL LEADS TAGGED, PROTECTIVE
CLOTHING & EQUIPMENT USED, PROVISION OF COMPLETE FIRST AID KIT, & SITE KEPT
CLEAN. BUILDER TO BE SUPPLIED WITH SAFE WORK METHOD STATEMENT PRIOR TO
COMMENCEMENT ONSITE BY CONTRACTORS & SUB CONTRACTORS.
PROVIDE SITE AND WORK PLACE PROTECTION (FENCES / HOARDING /SAFETY BARRIERS
ETC) AS REQUIRED BY LOCAL AUTHORITY BY-LAWS, AND WORKSAFE PRACTICES, TO BE
PROVIDED BY OWNER OR CONTRACT VARIATION. CHEMICAL TOILET AND RUBBISH BIN
WITH LID TO BE PROVIDED DURING CONSTRUCTION WHEN REQUIRED.
LOCAL AUTHORITIES
SITE INVESTIGATION NOTES
REFER TO ENGINEERS SOIL REPORT.
SOIL CLASSIFICATION:
BRICKWORK CONTROL JOINTS
AJ
SPACED AT CENTRES AS PER SOIL REPORT &OR TN61
OR AS REQUIRED BY SITE INVESTIGATION REPORT
ARTICULATION JOINT LOCATION (PLAN OR ELEVATION)
TREE ROOT PROTECTION, WHERE REQUIRED, SHALL BE IN ACCORDANCE
WITH TN61, AND CONSTRUCTED IN ACCORDANCE WITH ENGINEER'S DESIGN.
BARRIERS ARE TO BE PROVIDED BY OWNER OR CONTRACT VARIATION.
WIND SPEED
OVER LAND DRANAGE
FLOOD PRONE
BUSHFIRE
SNOW LOADS
MAP REFERENCE:
ENERGY EFFICIENCY
SUMMARY ENERGY REPORT BY:
ENERGY EFFICIENCY DESIGN TO BE PROVIDED AS PER NCC 2015 3.12
BUILDING PERMIT APPROVAL
TO ADVISE & CONFIRM
REFER TO SITE PLAN.
TERMITE AREA
COMMENTSDATEISSUE
AMENDMENTS- PRINT ISSUE
BY
LOCATION OF L.P.D. & SEWER POINT
GENERAL NOTES:
WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALE. THESE PLANS ARE TO BE
READ IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS, ENGINEERS DESIGNS,
COMPUTATIONS, AND GEOTECHNICAL REPORTS. WRITTEN SPECIFICATIONS TAKE
PRECEDENCE OVER THESE DRAWINGS UNLESS NOMINATED IN THE CONTRACT OR
SPECIFICATION.
SITE SPECIFIC REQUIREMENTS ie: TERMITE TREATMENT, GALVANISING FOR DURABILITY,
SITE SURFACE DRAINAGE, TREE ROOT PROTECTION, RETAINING WALLS ETC, ARE TO BE
PROVIDED AS A CONTRACT VARIATION, OR BY OWNER AT OWNER'S EXPENSE.
DRAWING ARE ONLY ISSUED FOR CONSTRUCTION WHEN APPROVED AND SIGNED BY THE
DESIGN OFFICE &/OR CONTRACTOR AUTHORISED SIGNATORY. ANY DOCUMENTS
WITHOUT APPROVAL (INCLUDING ALL PDF OR EMAILED VERSIONS) ARE NOT TO BE USED
FOR CONSTRUCTION.
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL
PROCEEDINGS.
A.H.D. - AUSTRALIAN HEIGHT DATUM
T.B.M. - TEMPORARY BENCH MARK
U.N.O. - UNLESS NOTED OTHERWISE
NGL - NATURAL GROUND LEVEL
FFL - FINISHED FLOOR LEVEL
GFL - GARAGE FLOOR LEVEL
FCL - FINISHED CEILING LEVEL
BUILDER SHALL ENSURE THAT STRUCTURAL DIMENSIONS INCLUDE ALLOWANCES FOR
FLOOR COVERINGS, CEILING LININGS, BATTENS ETC.
ALL DIMENSIONS, AREAS, LEVELS & SITE CONDITIONS TO BE VERIFIED BY
CONTRACTOR/OWNER PRIOR TO COMMENCEMENT OF ANY WORKS. ANY
DISCREPANCIES OR ERRORS MUST BE REPORTED TO THE DESIGN OFFICE
IMMEDIATELY. IF IN DOUBT ASK!
THE BUILDER RESERVES THE RIGHT TO MAKE MINOR ALTERATIONS DURING
CONSTRUCTION IN THE INTEREST OF PRODUCT IMPROVEMENT.
OTHER THAN WHERE EXEMPTIONS APPLY, THE PROPOSAL IS TO COMPLY WITH
BUILDING REGULATIONS 2006 (PART 4 - SITING).
ALL STRUCTURAL TIMBERS, FRAMING, BRACING & TIE DOWN ARE TO BE CONSTRUCTED
& GRADED IN ACCORDANCE WITH:
- NATIONAL TIMBER FRAMING CODE AS1684, &
- TIMBER FRAMING MANUAL AS1684N1/N2 SUPP. 12.
F5-PINE F7-OREGON F8-HARDWOOD F17-SEASONED HARDWOOD
WALL DIMENSIONS: 240mm EXTERNAL & 90mm INTERNAL. 2/90x45 DOUBLE STUDS
UNDER ALL BEAMS U.N.O. MEMBER SIZES: REFER TO PROJECT SPECIFICATIONS.
ALL SERVICES TO COMPLY WITH PART 3.12.5 OF NCC 2015
EXTENT OF PROTECTION AGAINST WATER IN WET AREAS ON WALLS, FLOOR AND ALL
JUNCTIONS TO NCC 2015 3.8.1.2 AND AS 3740.
TIMBER FLOOR CONSTRUCTION
BATHROOM / ENSUITE FLOORS TO BE GRADED TO FLOOR WASTE IN ACCORDANCE WITH
NCC 2015 3.8.1.2
CONCRETE FLOOR CONSTRUCTION
SHOWER ENCLOSURES TO BE SCREENED & / OR ENTIRE FLOOR TO BE GRADED TO
FLOOR WASTE IN ACCORDANCE WITH NCC 2015 3.8.1.2
PLASTERBOARD INTERNAL LININGS UNO.
TERMITE RISK MANAGEMENT TO SUB-FLOOR TO A.S. 3660.1.
A DURABLE NOTICE MUST BE INSTALLED IN THE METER BOX IN ACCORDANCE WITH NCC
2015 3.1.3, WITH METHOD OF PROTECTION, DATE OF INSTALLATION, LIFE EXPECTANCY
(IF CHEMICAL BARRIER USED), AND MANUFACTURER'S RECOMMENDATIONS FOR
FREQUENCY OF FUTURE INSPECTIONS.
SMOKE ALARMS TO COMPLY WITH A.S.3786, AND TO BE INSTALLED IN ACCORDANCE
WITH NCC 2015 3.7.2 FOR ALL CLASS 1a AND 1b BUILDINGS. SMOKE ALARMS MUST BE
DIRECT WIRED TO MAINS POWER AND, TO BE INTERCONNECTED WHERE THERE IS MORE
THAN ONE ALARM.
STAIRS AND STEPS
-MIN CLEARANCE 2000mm (MEASURED VERTICALLY ABOVE NOSING LINE)
-TREADS: 240mm MIN RISERS: 190mm MAX
-1000mm HIGH CONTINUOUS HANDRAIL & BALUSTRADES FROM FINISHED SURFACE
LEVEL.
-125mm MAX BETWEEN BALUSTERS AND UNDER BOTTOM RAIL
-125mm MAX OPENING BETWEEN TREADS
-190mm MAX STEP DOWN AT DOORWAYS
WHERE REQUIRED, MECHANICAL VENTILATION IS TO BE PROVIDED IN ACCORDANCE
WITH AS1668.2 AND NCC 2015 3.8.5
- DIRECTLY TO OUTSIDE THE BUILDING BY WAY OF DUCTS; OR
- INTO A ROOF SPACE THAT -
(A) IS ADEQUATELY VENTILATED BY OPEN EAVES, & / OR ROOF VENTS; OR
(B) IS COVERED BY ROOF TILES WITHOUT SARKING OR SIMILAR MATERIALS
WHICH WOULD PREVENT VENTING THROUGH GAPS BETWEEN THE TILES.
SUB FLOOR VENTS TO BE SPACED EVENLY AT 1000mm MAX CENTRES, TO PROVIDE
6000mm CLEAR AIR PASSAGE PER METER OF WALL LENGTH, & MAX 600mm FROM
CORNERS.
OPEN FIRE PLACE CONSTRUCTION AS PER NCC 2015 3.7.3.2 AND CHIMNEY
CONSTRUCTION AS PER NCC 2015 3.7.3.3. PROVIDE DAMPER OR FLAP TO CHIMNEY.
INSERT FIRE PLACES AS PER NCC 2015 3.7.3.4.
FREE STANDING HEATING APPLIANCES AS PER NCC 2015 3.7.3.5.
STORM WATER DRAINS TO BE DRAINED TO LAWFUL POINT OF DISCHARGE (L.P.D.) AS
DIRECTED BY LOCAL AUTHORITY AND IN ACCORD. WITH AS.3500.3.
MIN 450mm COVER UNDER CRUSHED ROCK.
GUTTERS, DOWNPIPES AND ROOF FLASHINGS SHALL NOT CONTAIN LEAD ON ROOFS
THAT ARE USED TO COLLECT POTABLE (DRINKING) WATER.
EACH DOWNPIPE NOT TO SERVE MORE THAN 12.00m OF GUTTER LENGTH, AND TO BE
LOCATED AS CLOSE AS POSSABLE TO VALLEY GUTTERS. IF THE DOWNPIPE IS MORE
THAN 1.20m FROM A VALLEY, PROVISION FOR OVERFLOW ie; SLOTTED GUTTERS. TO
COMPLY WITH Part 3.5.2 NCC 2015.
WALLS ON BOUNDARIES TO COMPLY WITH RESCODE CLAUSE 54 A.11-13.
MAX AVE. HEIGHT 3.20m ON OR WITHIN 200mm OF BOUNDARY.
MIN 1.00m LIGHT COURT TO NEIGHBOURS HABITABLE WINDOW.
NO PART OF BUILDING TO ENCROACH BOUNDARY.
FLOOR LEVELS ARE DETERMINED BY ASSUMED LEVELS ADJACENT TO RESIDENCE AND
MAY BE ADJUSTED ON SITE BY BUILDER AT BUILDER'S DISCRETION.
-FFL MIN 150mm ABOVE FSL FOR SLABS.
-FLOOR LEVEL MIN 225mm ABOVE FSL OR PAVING ADJACENT TO O.R.G. (OVER FLOW
RELIEF GRATE).
-FFL MIN 400mm (NOMINAL) ABOVE FSL FOR STUMPS
-SHEET FLOORING: MIN 200mm CLEAR UNDER BEARER
-STRIP FLOORING: MIN 150mm CLEAR UNDER BEARER
-TERMITE AREAS: MIN 400mm CLEAR UNDER BEARER UNLESS METHOD OF PROTECTION
OR RELEVANT STANDARDS RECOMMEND OTHERWISE
-A MAXIMUM OF 600mm OF GRANULAR OR 300mm OF CLAY/SILT FILLING INCLUDING ANY
EXISTING FILLING MAY BE PLACED UNDER SLAB PANELS.
-REFER TO APPENDIX OF SOIL REPORT FOR CONSTRUCTION AND MAINTENANCE
REQUIREMENTS
-ALL LEVELS ARE FINISHED SURFACE LEVELS U.N.O.
-MAX 200mm FILL AT EXTERNAL DOORS
-GRADE FSL AWAY FROM RESIDENCE
RETAINING WALLS TO BE CONSTRUCTED IMMEDIATELY AFTER EXCAVATION. ALLOW
5KPa SURCHARGE ON BOUNDARY U.N.O. RETAINING WALLS TO BE CONSTRUCTED &
PROTECTION NOTICE SERVED IN ACCORDANCE WITH BUILDING ACT 1993.
OWNER/CONTRACTOR IS TO PROVIDE INSURANCE, SURVEY OF EXISTING CONDITIONS &
NEIGHBOUR'S CONSENT FOR CONSTRUCTION IN ACCORDANCE WITH ACT.
EXCAVATION TO CONNECT TO STORM WATER DRAINS VIA SILT PIT WITH GRATED COVER
BY OWNER OR CONTRACT VARIATION.
FIRE SEPARATION OF BUILDINGS ON BOUNDARY TO NCC 2015 3.7.1
ALL STRUCTURAL STEEL IS TO BE PROTECTED FROM CORROSION IN MODERATE AND
SEVERE ENVIRONMENTS IN ACCORDANCE WITH TABLE 3.4.4.2 IN NCC 2015 WALL TIES TO
BE STAINLESS STEEL, TO COMPLY WITH DURABILITY REQUIREMENTS RULE 3.4 A.S.3700.
GENERAL PURPOSE CLASS - MORTAR TO BE 1:1:6
PROTECTED CLASS (WITHIN 1KM OF SEA) - MORTAR TO BE 1:2:9
EXPOSURE CLASS - MORTAR TO BE 1: :4 .
BUILDINGS ADJACENT TO EASEMENT TO HAVE FOOTINGS DIRECTED TO A DEPTH PAST
ANGLE OF REPOSE OF PIPES AND TO HAVE FOOTING SYSTEM DESIGNED TO COMPLY
ACCORDINGLY. REFER TO ENGINEER'S DESIGN, ATTACHED DETAIL &/OR AS DIRECTED BY
LOCAL AUTHORITY.
BRICKWORK IN GABLES, OR OVER WINDOWS PROVIDE CONTINUOUS CAVITY HEAD
FLASHING TO WEEP HOLES @ 1000 MAX CTRS. BASKETBALL RINGS OR OTHER SPORTING
EQUIPMENT ARE NOT TO BE ATTACHED TO BRICKWORK OR BUILDING UNLESS DESIGNED
FOR THAT PURPOSE.
BRICKWORK TOLERANCES TO COMPLY WITH PROJECT SPECIFICATIONS AND RELEVENT
AUSTRALIAN STANDARDS.
- NON-LOAD BRICKWORK
- BED JOINTS Nominal 10mm +/- 3mm
- PERP JOINTS Nominal 10mm +/- 5mm
INCONSISTANT BRICK SIZES AND BATCHING VARIATIONS 10mm
THE DESIGN ENGINEER ADVISES THAT FLOOR TILES SHOULD NOT BE LAID ON CONCRETE
FLOORS UP TO 18 MONTHS AFTER THE SLAB HAS BEEN POURED. ANY FLOOR TILES LAID
DURING THIS PERIOD ARE DONE SO AT THE RISK OF THE OWNERS/PURCHASERS AND
ARE NOT RECOMMENDED BY THE BUILDER.
WHERE DISTANCE FROM TOILET PAN TO DOOR IS LESS THAN 1.20m THE DOOR IS TO
OPEN OUTWARDS, SLIDE OR TO BE READILY REMOVABLE FROM OUTSIDE OF THE
COMPARTMENT. THIS APPLIES TO ALL ROOMS CONTAINING A TOILET PAN.
PROTECTION OF OPENABLE WINDOWS TO BE PROVIDED IN ACCORDANCE WITH NCC 2015
3.9.2.5 WHERE THE FLOOR BELOW THE WINDOW IN A BEDROOM IS 2.00m OR MORE
ABOVE THE SURFACE BENEATH, AND THE LOWEST LEVEL OF THE WINDOW OPENING IS
LESS THAN 1.70m ABOVE THE FLOOR, MUST BE PROTECTED WITH;
- A DEVICE CAPABLE OF RESTRICTING THE WINDOW OPENING
- A SUITABLE SCREEN, NOT TO PERMIT A 125mm SPHERE TO PASS THROUGH
- RESIST AN OUTWARD HORIZONTAL ACTION OF 250 N.
ALL OH&S SAFE WORK PRACTICES & PROCEDURES MUST BE FOLLOWED & ADHERED TO,
& TO INCLUDE, BUT IS NOT LIMITED TO, ELECTRICAL LEADS TAGGED, PROTECTIVE
CLOTHING & EQUIPMENT USED, PROVISION OF COMPLETE FIRST AID KIT, & SITE KEPT
CLEAN. BUILDER TO BE SUPPLIED WITH SAFE WORK METHOD STATEMENT PRIOR TO
COMMENCEMENT ONSITE BY CONTRACTORS & SUB CONTRACTORS.
PROVIDE SITE AND WORK PLACE PROTECTION (FENCES / HOARDING /SAFETY BARRIERS
ETC) AS REQUIRED BY LOCAL AUTHORITY BY-LAWS, AND WORKSAFE PRACTICES, TO BE
PROVIDED BY OWNER OR CONTRACT VARIATION. CHEMICAL TOILET AND RUBBISH BIN
WITH LID TO BE PROVIDED DURING CONSTRUCTION WHEN REQUIRED.
LOCAL AUTHORITIES
SITE INVESTIGATION NOTES
REFER TO ENGINEERS SOIL REPORT.
SOIL CLASSIFICATION:
BRICKWORK CONTROL JOINTS
AJ
SPACED AT CENTRES AS PER SOIL REPORT &OR TN61
OR AS REQUIRED BY SITE INVESTIGATION REPORT
ARTICULATION JOINT LOCATION (PLAN OR ELEVATION)
TREE ROOT PROTECTION, WHERE REQUIRED, SHALL BE IN ACCORDANCE
WITH TN61, AND CONSTRUCTED IN ACCORDANCE WITH ENGINEER'S DESIGN.
BARRIERS ARE TO BE PROVIDED BY OWNER OR CONTRACT VARIATION.
WIND SPEED
OVER LAND DRANAGE
FLOOD PRONE
BUSHFIRE
SNOW LOADS
MAP REFERENCE:
ENERGY EFFICIENCY
SUMMARY ENERGY REPORT BY:
ENERGY EFFICIENCY DESIGN TO BE PROVIDED AS PER NCC 2015 3.12
BUILDING PERMIT APPROVAL
TO ADVISE & CONFIRM
REFER TO SITE PLAN.
TERMITE AREA
" "
-----
MELWAY 145D4
YES NO
YES
NO
N2
NO
A 07/04/16 BASIC PLAN TS
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
WAITING (27.04.2016)
1. SOIL REPORT
2. ENGINEERING SPECIFICATIONS & DETAILS
ENERGY REPORT:
Residence 1: Refer to Dwg. No 7
Residence 2: Refer to Dwg. No 7
B 27/04/16 CLIENT CHANGE TS

2. 26.82
26.91
EXIST. PALINGS 1.6m HIGH
24.73
24.70
GARAGE
DRAINAGE
EASEMENT1.83mWIDE
EXIST.PALINGS1.6mHIGH
///
S
B R
///
//////////////
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
B R
TIE8.80m
///////
27.00
DN
DN
HWSDP
HWS
DP
DDDDDDDD
SSSSSS
H
DP
DP
DP
DP
DP
DP
DP
DP
DP
PENDERAVENUE
P O R T R U S H G R O V E
26.82
26.91
EXIST. PALINGS 1.6m HIGH
24.73
24.70
GARAGE
W/B RESIDENCE
DRAINAGE
EASEMENT1.83mWIDE
EXIST.PALINGS1.6mHIGH
B R
//
/ / / / / / / / /
B R
TIE8.80m
/
27.00
DN
DN
Step Dn
690mm
Step Dn
690mm
DP
Step Dn
690mm
Step Dn
690mm
DP
DS
H
DP
DP
DP
DP
DP
DP
DP
DP
DP
RETAINING WALL
RETAINING WALL
RETAINING WALL
P O R T R U S H G R O V E
4
8
5
8
GARAGE
RES.2
LEVELS ARE ARBITRARY DATUM
SITE PLAN [1:100]
OR APPROVED PLAN OF SUBDIVISION
DIMENSIONS & LEVELS TO BE VERIFIED
BY CERTIFIED COPY OF TITLE
OR RELOCATION SURVEY
ALL LEVELS ARE TO A.H.D. U.N.O
NOTE: ALL PIPE DEPTHS ARE
APPROXIMATE. DEPTH TO BE
CONFIRMED ON SITE.
EXTENT OF EXCAVATION
ALL SITE WORKS ARE TO BE PROVIDED BY OWNER OR
BY CONTRACT VARIATION
BATTERS ARE TO BE THATCHED WITH ROCK, MESH,
MULCH OR AS DESIRED, BY OTHERS.
TREE ROOT PROTECTION, WHERE REQUIRED, SHALL
BE IN ACCORDANCE WITH TN61, AND CONSTRUCTED
IN ACCORDANCE WITH ENGINEER'S DESIGN. TO BE
PROVIDED BY OWNER OR CONTRACT VARIATION
RETAINING WALLS TO BE CONSTRUCTED IMMEDIATELY AFTER
EXCAVATION. ALLOW 5KPa SURCHARGE ON BOUNDARY U.N.O.
RETAINING WALLS TO BE CONSTRUCTED & PROTECTION NOTICE
SERVED IN ACCORDANCE WITH BUILDING CONTROL ACT 1993.
OWNER/CONTRACTOR IS TO PROVIDE INSURANCE, SURVEY OF
EXISTING CONDITIONS & NEIGHBOUR'S CONSENT FOR
CONSTRUCTION IN ACCORDANCE WITH ACT.
CUT OFF DRAINS AT BASE OF EXCAVATION TO CONNECT TO
STORM WATER DRAINS VIA SILT PIT WITH GRATED COVER BY
OWNER OR CONTRACT VARIATION
RETAINING WALLS & EXCAVATIONS
SLEEPER OR SIM. RETAINING WALL
DESIGN SURCHARGE OF 5 kpa TO BE INCLUDED
RB
TBM
A TREE TO BE REMOVED
TREE TO BE RETAINEDB
TEMPORARY BENCH MARK
MAX 1.00H
MAX 1.00H
BRICK, CONCRETE OR OTHER,
FLOOR LEVELS ARE DETERMINED BY ASSUMED LEVELS
ADJACENT TO RESIDENCE AND MAY BE ADJUSTED ON SITE BY
BUILDER AT BUILDER'S DISCRETION.
-FFL MIN 150mm ABOVE FSL FOR SLABS.
-FLOOR LEVEL MIN 225mm ABOVE FSL OR PAVING ADJACENT TO
O.R.G. (OVER FLOW RELIEF GRATE).
-FFL MIN 400mm (NOMINAL) ABOVE FSL FOR STUMPS
-SHEET FLOORING: MIN 200mm CLEAR UNDER BEARER
-STRIP FLOORING: MIN 150mm CLEAR UNDER BEARER
-TERMITE AREAS: MIN 400mm CLEAR UNDER BEARER UNLESS
METHOD OF PROTECTION OR RELEVANT STANDARDS
RECOMMEND OTHERWISE
-A MAXIMUM OF 600mm OF GRANULAR OR 300mm OF CLAY/SILT
FILLING INCLUDING ANY EXISTING FILLING MAY BE PLACED
UNDER SLAB PANELS.
-REFER TO APPENDIX OF SOIL REPORT FOR CONSTRUCTION
AND MAINTENANCE REQUIREMENTS
-ALL LEVELS ARE FINISHED SURFACE LEVELS U.N.O.
-MAX 200mm FILL AT EXTERNAL DOORS
-GRADE FSL AWAY FROM RESIDENCE
NOTES - RESCODE CLAUSE 54.
SITE DIMENSIONS TO BE VERIFIED BY TITLE
ALL LEVELS ARE TO A.H.D U.N.O.
ADVISORY NOTE: DRIVEWAY GRADES
OWNERS/CLIENTS ARE ADVISED THAT DRIVEWAY GRADIENTS
WITHIN THE PROPERTY SHOULD BE AT 1 in 5 MAXIMUM AND THAT
TRANSITIONS MAY BE REQUIRED AT CHANGE OF GRADES.
REFER TO A.S.2890 FOR DESIGN REQUIREMENTS. IF SITE
CONDITIONS REQUIRE A STEEPER GRADE THAN 1 in 5 THE
OWNERS ACKNOWLEDGE BY SIGNING THIS DRAWING THAT
VEHICLE ACCESS MAY BE COMPROMISED.
SITE AREA 724.0 HARD PAVING 64.0
BUILDING AREA 421.0 TOTAL HARD COVER 485
SITE COVERAGE 58.1 % PERMEABLE AREA 33.0 %
RESIDENCE
PROPOSED
SITE PLAN [1:500]
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A2
2
15-0478 ..B
TS
GFL 26.63
DRIVEWAY
RES.1 GARAGE
GFL 26.63
FENCES RAISED TO 1.80 ABOVE F.S.L. BY OWNER GATE 1m SETBACK FENCING
EASEMENT
1.8mHEIGHTFENCINGSHARE
BETWEENRESIDENCE1&2
GATE 1m SETBACK FENCING
DRIVEWAY
PITCH ROOF
PITCH ROOF
PITCH ROOF
PITCH ROOF
FFL 26.80
FFL 26.11
FFL 25.25
FFL 25.25
FFL 26.11
FFL 26.80
LOT 138
No.19
LOT 137
No.17
No.35
L'BOX
L'BOX
PROPOSED
CROSSOVER
PROPOSED
CROSSOVER
85mto
Ti-treeGrove
APPROX.
FALL
FALL
NORTH
DN
DNDN
DN
DN
DN
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
5720
1830
4045
LOT 136
No.15
PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
MAR 2016
1000
1000
8200
1000
1470
1120
1470
18251470
5125
1470
1470
1120
1470
1000
2525
2525
14705090
14705090
6580
5980
FENCESRAISEDTO1.80ABOVEF.S.L.BYOWNER
7600
SITE PLAN
FFL 25.42
FFL 25.42
A5. SITE COVERAGE STATISTICS
SITE AREA 724.6 HARD PAVING 68.0
BUILDING AREA 460.3 TOTAL HARD COVER 528.3
SITE COVERAGE 63.5 % PERMEABLE AREA 27.1 %
RETAINING WALL
RETAINING WALL
PITCH ROOF
PITCH ROOF

3. 1 2 3 41 2 3 4
1000x
1000
900x
900
Step Dn
690mm
Step Dn
170mm
Step Dn
StepDn
Step Dn
690mm
ss
wm
ss
A.H.
ref
ubo
r'hood
o'hds hp
S.A.
S.A.
FUSE
BOX
HWSTAP
DPDP AJ
AJ
AJ
AJ
AJ
AJ
1 2 3 41 2 3 4
Step Dn
690mm
StepDn
Step Dn
690mm S.A.
A 7B 7
DP
G
METER
BOXAJ
AJ
C 8
NBN
DP
S/L S/L
S/L
S/L
S/L
S/L
DP
S/L
A 7B 7C 8
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
PLAN R1
3
15-0478 ..B
MAR 2016
TS
LOCALLY FILL AROUND DOORWAYS TO
AVOID NEED FOR STEPS GRADE SOIL
AWAY FROM HOUSE. STEPS TO BE
DETERMINED ONSITE BY VARIATION
AS REQUIRED. PROVIDE MAX 190 RISER
MAX FILL 200mm AT EXTERNAL DOOR
REMOVABLE HINGES REFER TO GEN. NOTES
MECHANICAL VENT TO
WC NOTE: WC DOORS TO HAVE REMOVABLE
RESIDENCE: 167.0 18.0sq
GARAGE: 38.9 4.2sq
PORCH: 4.6 0.5sq
OUTDOOR LIVING: 13.3 1.4sq
TOTAL: 223.8 24.1sq
FLOOR PLAN (RES - 1) 1:100
GFL 26.63
FFL 26.80FFL 26.11FFL 25.42
FFL 25.25
240
4100
90
1660
90 3900 90 3020 90 3010 90 905850
240
3600
240
2560
2406120 6000
2730470
3200
240
3170
90
510
90
2580
240
393090
1470
90
510
350
2405550
90
92090
1070370
8330
690
2120909703170240
90258090510
90
1710
90
2100
230
90
9930 6600 3300 6470 1620
31120
470 2730 240 5850 90
1710 90 2100
90
1920 90 1010
90
1010 90 1910
90
1110
90
2400
90 2560 90 2990 240
350
1150 4703900 3020 3010 3600
3200 25950 1970
770CSD
SLIDERS
ROBE
SLIDERS
ROBE
820
820
720
720
770CSD
SLIDERS
LIN / BR
4701820
350
2640
BI-PARTINGSLD
bt
3000
900
1330600
v
wc
wc
shw
vb
dw
bt
shw
plasterboard lining
plasterboardlining
BEAMREFERTOENGINEERSDESIGN.
140x45F17BEAM
*refeng.spec.
470x470mm
BRICKPIER
470 x 350mm
BRICK PIER
4704820740
GARAGEOPENING
BULKHEAD
BULKHEAD
BULKHEADBULKHEAD
BULKHEAD
BULKHEAD
720
820
SELECTED PAVING
BEAM TO ENG. DESIGN
BEAMTOENG.DESIGN
3703570901455902045240
52852575350
10101160
1070
470
NORTH
TRENCH GRATE
31120
820
820
820
870CSD
REFER TO DETAIL '1'
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
1070
230
FRL: 60/60/60
Rw+Ctr=50FRL: 60/60/60 FRL: 60/60/60
FRL: 60/60/60Rw+Ctr=50FRL: 60/60/60
vb
bath
FFL 25.42 FFL 26.11 FFL 26.80
600
600
600 600
OPENING
1400
2100
OPENING
1100
OPENING
970
350
350
600
690 x 350mm
BRICK PIER
470 x 470mm
BRICK PIER
3220
4740
FRL: 60/60/60
ELEVATION
D
C
A
B
NOTE: DOUBLE GLAZING
WINDOW AS REQUIRED AS
PER ENERGY REPORT.*
* * * *
900
350
230230
350
370
830 350830 350
STUDY NOOK

4. 1 2 3 41 2 3 4
Step Dn
690mm
Step Dn
690mm S.A.
1 2 3 41 2 3 4
1000x
1000
900x
900
Step Dn
690mm
Step Dn
170mm
Step Dn
StepDn
Step Dn
690mm
ss
wm
ss
ref
ubo r'hood
o'hds
hp
S.A.
FUSE
BOX
HWS
TAP
DP
DP
DP
AJ
AJ
AJ
AJ
AJ
AJ
A 7B
DP
G
METER
BOX
S.A.
7C 8
AJ
AJ350
CEILING
NBN
S/L
S/L S/L
S/L
S/L
S/L
DP
S/L
A 7B 7C 8
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
PLAN R2
4
15-0478 ..B
MAR 2016
TS
LOCALLY FILL AROUND DOORWAYS TO
AVOID NEED FOR STEPS GRADE SOIL
AWAY FROM HOUSE. STEPS TO BE
DETERMINED ONSITE BY VARIATION
AS REQUIRED. PROVIDE MAX 190 RISER
MAX FILL 200mm AT EXTERNAL DOOR
REMOVABLE HINGES REFER TO GEN. NOTES
MECHANICAL VENT TO
WC NOTE: WC DOORS TO HAVE REMOVABLE
RESIDENCE: 167.0 18.0sq
GARAGE: 38.9 4.2sq
PORCH: 4.6 0.5sq
OUTDOOR LIVING: 16.3 1.8sq
TOTAL: 226.8 24.4sq
FLOOR PLAN (RES - 2) 1:100
GFL 26.63
FFL 26.80FFL 26.11FFL 25.42
FFL 25.25
240
4100 90 1660
90
3900
90
3020 90 3010 90 905850
240
3600
240
2560
240
6120 6000
2600
240
3170
90
510
90
2580
2403930901470
90
510350
2405550
90
92090
1070370
8330
2120909703170240
90258090510
90
1710
90
2100
230
90 2990 240 1500 470
9930 6600 3300 6470 1620
30520
470
2130
240
5850
90
1710
90
2100
90
1920
90
1010
90
1010
90
1910
90
1110
90
2400
90
2560
90
2990
240 350
1150 4703900 3020 3010 3600
2600 25950 1970
770CSD SLIDERS
ROBE
SLIDERS
ROBE
820
820
720
720
770CSD
SLIDERS
ROBE
4701700350
2520
BI-PARTINGSLD
bt
3000
1330600
v
wc
wc
shw
vb
dw
bt
shw
plasterboard lining
plasterboardlining
BEAMREFERTOENGINEERSDESIGN.
140x45F17BEAM
*refeng.spec.
470x470mm
BRICKPIER
470 x 350mm
BRICK PIER
4704820740
GARAGEOPENING
BULKHEAD
BULKHEAD
BULKHEADBULKHEAD
BULKHEAD
BULKHEAD
720
820
SELECTED PAVING
DESIGN
BEAMTOENG.DESIGN
3703570901455902045240
52852575350
NORTH
TRENCHGRATE
820
820
820
870CSD
REFER TO DETAIL '1'
820
900
690
230
FRL: 60/60/60 Rw+Ctr=50FRL: 60/60/60 FRL: 60/60/60
10101160
1070
1070
AREAS
FFL 25.42
Rw+Ctr=50FRL: 60/60/60
FFL 26.11 FFL 26.80
1400
2100
OPENING
OPENING
OPENING
600
600
600
350
350
470
600
1100
3220600
600 4740
FRL: 60/60/60
FRL: 60/60/60
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
ELEVATION
D
C
A
B
NOTE: DOUBLE GLAZING
WINDOW AS REQUIRED AS
PER ENERGY REPORT.*
230
230
690 x 350mm
BRICK PIER
900
370
bath
350
830 830 350
BEAM TO ENG.
470 x 470mm
BRICK PIER
ROOFLINEABOVE
ROOFLINEABOVE
470
STUDY NOOK
970

5. DF181818181818
1826
DF
AJ
AJ
AJ
AJ
AJ
DF
1818
1818
1818 1826 DF
AJ
AJ AJ
AJ AJ
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
ELEVATIONS
5
15-0478 ..B
MAR 2016
TS
FCL: 29.50
FFL: 25.42
FCL: 28.12
2700
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
PROPOSED DRIVEWAY
GROUND LEVEL
R1
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
FACE BRICKWORK
IN SELECTED FINISH
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
FFL: 26.80
1.8m HEIGHT FENCING WITH 1m
SETBACK FROM FRONT ELEVATION
( RESIDENCE 1)
NGL
DRIVEWAY RESIDENCE 1
SELECTED PAVING
4030
690
1380
1330
1180
FFL: 25.42
2700
2700
2700
1000
170
690
170
170480
GFL: 26.63
1.8m HEIGHT FENCING
SHARE BETWEEN
RESIDENCE 1 & 2
RENDER 1, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 1, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
SELECTED KLIP-LOK ROOFS
REF TO PROJECT SPEC.
R2
NGL
FFL: 25.42
FCL: 28.12
2700
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
FFL: 26.80
FCL: 29.50
DRIVEWAY RESIDENCE 2
SELECTED PAVING
600
885
600
480
2700
2700
2700
170
1265
1135
GFL: 26.63
170
RENDER 1, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 1, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
1.8m HEIGHT FENCING
SHARE BETWEEN
RESIDENCE 1 & 2
1.8m HEIGHT FENCING WITH 1m
SETBACK FROM FRONT ELEVATION
( RESIDENCE 2)
TITLEBOUNDARY
TITLEBOUNDARY
RETAINING WALL
REF TO PROJECT SPEC
FFL: 26.11
FFL: 26.11
FFL: 25.42
ELEVATION A
SCALE 1:100
ELEVATION C
SCALE 1:100
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
ELEVATION
D
C
A
B
2530
2180
2180
1.8m HEIGHT FENCING
1.8m HEIGHT FENCING
1.0m HEIGHT FENCING
1.0m HEIGHT FENCING
RETAINING WALL
REF TO PROJECT SPEC.
FFL: 25.25

6. DF
CL
DF2107 2107
AJ AJAJAJ
26.82
CL
1809 18092136 SL/D 2136 SL/D
AJAJ
EXTENT & NUMBER OF STEPS, LANDINGS &
HANDRAILS TO BE DETERMINED ONSITE BY
CONTRACT VARIATION AS REQUIRED.
CEILING HEIGHTS ARE FLOOR TO CEILING
FINISHED SURFACES. BUILDERS ARE TO ADJUST
WALL HEIGHTS TO ALLOW FOR FLOOR
COVERINGS & TOLERANCES.
ALL FINISHED FLOOR & SURFACE LEVELS REFER
TO SITE PLAN. ONLY TO BE VARIED AT BUILDERS
DISCRETION.
DO NOT SCALE OFF DRAWINGS., USE FIGURED
DIMENSIONS ONLY. CONTRACTORS SHALL
CHECK AND VERIFY ALL LEVELS & DIMENSIONS
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
ALL WINDOW SIZES ARE NOMINAL ONLY, HEIGHT
& WIDTH DIMENSIONS ARE TO BE CONFIRMED
PRIOR TO ORDERING WITH REGARD TO FRAME
OPENING SIZES, CLEARANCE FOR WINDOW
MOULDINGS, FLASHINGS TO LOWER ROOF ETC.
ARTICULATION JOINTS ARE TO BE LOCATED IN
ACCORDANCE WITH TECHNICAL NOTES, AND TO
THE SATISFACTION OF THE GEOTECHNICAL,
STRUCTURAL ENGINEER & BUILDING SURVEYOR.
GARAGE DOORS NOMINAL SIZE.
REFER TO SPECIFICATION FOR TYPE & STYLE.
GARAGE DOORS SIZES ARE TO BE SITE
MEASURED PRIOR TO INSTILLATION.
REMOTE CONTROL UNITS U.N.O. ARE TO BE
PROVIDED BY CONTRACT VARIATION.
QUOINING AS DRAWN IS FOR ILLUSTRATION
PURPOSES ONLY AND MAY BE VARIED ONSITE
TO WORK BRICK BOND. THE BUILDER RESERVES
THE RIGHT TO ALTER BRICK QUOINING & BANDS
AT HIS SOLE DISCRETION.
*
*
*
*
*
*
*
ALL SECOND STOREY EXTERNAL PLUMBING,
DRAIN PIPES TO BE CONCEALED.
LOCALLY FILL AROUND DOORWAYS TO AVOID
THE NEED FOR STEPS.
GRADE SOIL AWAY FROM HOUSE TOWARDS
DRAINS.
*
*
*
*
ELEVATION NOTES
CAVITY FLASHING & WEEP HOLES ABOVE ALL
OPENINGS IN BRICKWORK
*
EACH DOWNPIPE NOT TO SERVE MORE THAN
12.00m OF GUTTER LENGTH, AND TO BE LOCATED
AS CLOSE AS POSSABLE TO VALLEY GUTTERS. IF
THE DOWNPIPE IS MORE THAN 1.20m FROM A
VALLEY, PROVISION FOR OVERFLOW ie; SLOTTED
GUTTERS. TO COMPLY WITH Part 3.5.2 NCC 2015
2013.
*
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
ELEVATIONS
6
15-0478 ..B
MAR 2016
TS
NEW DRIVEWAY &
CROSSOVER
PANEL LIFT DOOR
GFL 26.63
PANEL LIFT DOOR
NGL: 26.82
R2
RENDER 1, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
R1
RENDER2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
FACE BRICKWORK
IN SELECTED FINISH
PROPOSED DRIVEWAY
GROUND LEVEL
GFL 26.63
FRONT DOOR (R1) FRONT DOOR (R2)
FCL: 29.50FCL: 29.50
FFL: 26.80
1.5m HEIGHT FENCING
SHARE BETWEEN
RESIDENCE 1 & 2
FIXFIX
FFL: 26.80
R1
DENOTES SHARED
PARTIWALL
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
2700
2700
2700
RENDER 1, RENDERED
FINISH TO BRICKWORK.
REF TO PROJECT SPEC.
R2
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
FFL: 25.42
FFL: 26.11
FFL: 26.80
NGL NGL
NGL: 24.70 NGL: 24.73
RENDER 2, RENDERED
LIGHTWEIGHT CLADDING
PAINT FINISH AS SELECTED
TIMBER DECK
FCL: 29.50
FCL: 28.81
FCL: 28.12
FCL: 29.50
FCL: 28.81
FCL: 28.12
FFL: 25.42
FFL: 26.11
FFL: 26.80
550
TITLEBOUNDARY
TITLEBOUNDARY
TITLEBOUNDARY
TITLEBOUNDARY
TIMBER DECK
270000
ELEVATION B
SCALE 1:100
ELEVATION D
SCALE 1:100
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
ELEVATION
D
C
A
B
2700
1000 1000
1000 1000
470
350
470
350
RENDER2, RENDERED
LIGHTWEIGHT CLADDING:
PAINT FINISH AS SELECTED SELECTED KLIP-LOK
REF TO PROJECT SPEC.

7. GARAGE
FOYER
FCL
GFL
GARAGE
FCL
FFL
FOYER
FFL: 26.63
CL
FFL: 26.80 FFL: 26.80 FFL: 26.63
CORRDIO
FCL
FFL
RES.1RES.2
CORRDIO
BED 3 BED 3
ENS ENS
FFL: 26.11 FFL: 26.11
CL
FCL
FFL
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
SECTIONS
7
15-0478 ..B
MAR 2016
TS
SECTION A-A 1:100
SECTION B-B 1:100
SELECTED KLIP-LOK ROOFS
ON TIMBER
TRUSSES TO
MANUFACTURERS
DESIGN & SPECIFICATION
SELECTED KLIP-LOK
ON
TIMBER TRUSSES TO
MANUFACTURERS
DESIGN &
SPECIFICATION
TITLEBOUNDARY
2870
2700
TITLEBOUNDARY
170
TITLEBOUNDARY
TITLEBOUNDARY
2700
R.C. SLAB ON GROUND
*REFER TO ENGINEERS DESIGN
AND SPECIFICATION
ROOFING ON REDUCING
BATTENS @ 1000 C/S.
R.C. SLAB ON GROUND
*REFER TO ENGINEERS DESIGN
AND SPECIFICATION
R2R1
R2R1
FLASHING
AS REQUIRED
FLASHING
AS REQUIRED
170
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
190X35 F5 T/P ON ROOF
BEAMS @600 C/S
ROOFING ON REDUCING
BATTENS @ 1000 C/S.
190X35 F5 T/P ON ROOF
BEAMS @600 C/S
2700
1000
1000
FILL
ROOFING ON REDUCING
BATTENS @ 1000 C/S.
190X35 F5 T/P ON ROOF
BEAMS @600 C/S
1120
1120
SHAUN CLIFTON VIC/BDAV/11/0221
ACCREDITED THERMAL PERFORMANCE ASSESOR -
REPORT NO: 15-0478-R1-DA 6.0 STARS
SHAUN CLIFTON VIC/BDAV/11/0221
ACCREDITED THERMAL PERFORMANCE ASSESOR -
REPORT NO: 15-0478-R2-DA 6.5 STARS
FLOOR CONSTRUCTION:
WALL CONSTRUCTION:
WALL INSULATION:
WINDOW TYPE:
WINDOW MANUFACTURER:
ROOF CLADDING:
EAVES & AWNINGS:
CEILING INSULATION:
WEATHER STRIPS:
DOOR SEALS:
EXHAUST FANS:
GAPS & CRACKS:
FLOOR COVERINGS:
CARPETS:
FLOOR TILING:
VINYL FLOORING:
TIMBER FLOORING:
SOLAR HOT WATER:
RAIN WATER TANK:
CONCRETE SLAB.
BRICK VENEER
R 2.0 INSULATION
ALUMINIUM TIMBER - AWNING - SLIDING
T.B.A (ALUMINIUM IMPROVED)
METAL WITH SISILATION
REFER TO PLAN
R 5.0 BULK INSULATION
TO ALL EXTERNAL DOORS
HOUSE TO GARAGE
TO HAVE SELF CLOSING LOUVERS
SEALED WITH IMPERMEABLE BARRIER (LAP AND
TAPE SISILATION AT ALL JOINTS, OPENINGS AND
PENETRATIONS)
LOUNGE, BED ROOMS, PASSAGES, MEALS, FAMILY
BATH, ENS, LDY, P'TRY, KITCHEN,
T.B.A.
T.B.A.
T.B.A.
T.B.A.
FLOOR CONSTRUCTION:
WALL CONSTRUCTION:
WALL INSULATION:
WINDOW TYPE:
WINDOW MANUFACTURER:
ROOF CLADDING:
EAVES & AWNINGS:
CEILING INSULATION:
WEATHER STRIPS:
DOOR SEALS:
EXHAUST FANS:
GAPS & CRACKS:
FLOOR COVERINGS:
CARPETS:
FLOOR TILING:
VINYL FLOORING:
TIMBER FLOORING:
SOLAR HOT WATER:
RAIN WATER TANK:
CONCRETE SLAB.
BRICK VENEER
R 2.0 INSULATION
ALUMINIUM TIMBER - AWNING - SLIDING
T.B.A (ALUMINIUM IMPROVED)
METAL WITH SISILATION
REFER TO PLAN
R 5.0 BULK INSULATION
TO ALL EXTERNAL DOORS
HOUSE TO GARAGE
TO HAVE SELF CLOSING LOUVERS
SEALED WITH IMPERMEABLE BARRIER (LAP AND
TAPE SISILATION AT ALL JOINTS, OPENINGS AND
PENETRATIONS)
LOUNGE, BED ROOMS, PASSAGES, MEALS, FAMILY
BATH, ENS, LDY, P'TRY, KITCHEN,
T.B.A.
T.B.A.
T.B.A.
T.B.A.
DOUBLE GLAZING REFER TO ENERGY REPORT
Rw+Ctr=50
FRL:60/60/60
Rw+Ctr=50
FRL:60/60/60
Rw+Ctr=50
FRL:60/60/60
Rw+Ctr=50
FRL:60/60/60
Shaun Clifton VIC/BDAV/11/0221
HOUSE
NATIONWIDE
single-dwelling rating
multi-unit development (attach listing of ratings)
Energy RatingENERGY RATING SCHEME
Recessed downlights confirmation:
Assessor Name/Number
Assessor Signature
Rated with Rated without
stars
heating
cooling
Date
109.0
14/04/2016
6.0
14.7
Shaun Clifton VIC/BDAV/11/0221
HOUSE
NATIONWIDE
single-dwelling rating
multi-unit development (attach listing of ratings)
Energy RatingENERGY RATING SCHEME
Recessed downlights confirmation:
Assessor Name/Number
Assessor Signature
Rated with Rated without
stars
heating
cooling
Date
89.3
14/04/2016
6.5
17.1
RETAINING WALL
REF TO PROJECT SPEC
FILL
RETAINING WALL
REF TO PROJECT SPEC

8. FCL
FFL
KITCHEN
FFL: 25.42
FCL
FFL
MEALS
FAMILY
KITCHEN
FFL: 25.42
MEALS
FAMILY
CL
350mm NOM.
PACKERS TO BOX GUTTER
AS REQUIRED TO ACHIVE
MIN. 1:100 FALL
REF. PROJECT SPECS.
ROOFING MATERIAL,
REF. PROJECT SPECS.
CAPPING /
FLASHING
AS REQUIRED
BOXGUTTER
150MIN
190X35 F5 T/P ROOF
BEAMS @600 C/S
REF. PROJECT SPECS.
BOX GUTTER
CAPPING / FLASHING
AS REQUIRED
FIRE SEPERATE
BRICK WALL
FRL 60/60/60
100MIN
190X35 F5 T/P ROOF
BEAMS @600 C/S
FIRE SEPERATE
BRICK WALL
FRL 60/60/60
190X35 F5 T/P ROOF
BEAMS @600 C/S
SELECTED KLIP-LOK
REF TO PROJECT SPEC.
TIMBER LINTEL SIZE
REFER TO FLOOR PLAN
STANDARD GARAGE BRICK RETURN DETAIL
DETAIL '1' 1:20
GARAGE DOOR
(PANEL LIFT)
240
230
FCL
1.83m WIDE EASEMENT
1830
900
1000
STORM WATER PIPE
SEWER PIPE
760
STORMWATERPIPE
1380
SEWERPIPE
2525
FFL: 25.25
240 x 45
HYSPAN
NGL: 24.60
ROOFING ON REDUCING
BATTENS @ 1000 C/S.
190X35 F5 T/P ON ROOF
BEAMS @600 C/S
TITLEBOUNDARY
OUTDOORLIVING
SELECTED PAVING
1625
1525
FCL
REDUCING BATTENS @ 1000 C/S.
190X35 F5 T/P ON ROOF BEAMS @600 C/S
PORCH
SELECTED
300mm NOM.
600 X 600 x 500 MIN DEEP CONCRETE
PAD FOOTING AS PER SOIL REPORT.
PAVING
BOX GUTTER
CAPPING /
FLASHING
AS REQUIRED
PACKERS TO BOX GUTTER
AS REQUIRED TO ACHIVE
MIN. 1:100 FALL
REF. PROJECT SPECS.
BOXGUTTER
150MIN
190X35 F5 T/P ROOF
BEAMS @600 C/S
REF. PROJECT SPECS.
FOYER
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
SECTIONS
8
15-0478 ..B
MAR 2016
TS
SECTION C-C 1:100
TITLEBOUNDARY
TITLEBOUNDARY
R.C. SLAB ON GROUND
*REFER TO ENGINEERS DESIGN
AND SPECIFICATION
R2R1
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
ROOFING ON REDUCING
BATTENS @ 1000 C/S.
190X35 F5 T/P ON ROOF
BEAMS @600 C/S
1470
BULKHEAD
600 600
BULKHEAD
2700
2450
2450
1470
2700
Rw+Ctr=50
FRL:60/60/60
Rw+Ctr=50
FRL:60/60/60

9. 1 2 3 41 2 3 4
1000x
1000
900x
900
Step Dn
690mm
Step Dn
170mm
Step Dn
StepDn
Step Dn
690mm
ss
wm
ss
A.H.
ref
ubo
r'hood
o'hds hp
S.A.
S.A.
FUSE
BOX
HWSTAP
1 2 3 41 2 3 4
1000x
1000
900x
900
Step Dn
690mm
Step Dn
170mm
Step Dn
StepDn
Step Dn
690mm
ss
wm
ss
ref
ubo r'hood
o'hds
hp
S.A.
FUSE
BOX
HWS
TAP
TV
TV
WP
WP
G
METER
BOX
G
METER
BOX
S.A.
TV
TV
D
D
TV
TV
CEILING
CEILING
T
NBN
NBN
T
S/L S/L
S/L
S/L
S/L
S/L S/L
S/L
S/L
S/L
T
T
S/L
S/L
LIGHT SWITCHES
TO BE CONFIRMED
ON SITE.
LIGHTING PLAN [1:100]
EXHAUST FAN
DATA POINT
LIGHT POINT FOR DUCTED HEATER
TELEVISION COAXIAL POINT
DUCTED COOLING POINT
TELEPHONE POINT
IN CEILING
DUCTED HEATING POINT
DOUBLE POWER POINT AND SINGLE
TV
T
SINGLE GPO - 300mm
OTHER OUTLETS & FITTINGS
VAC PAN
VACUM OUTLET (HOSE LENGTH 12m)
CENTRAL VACUM MOTOR
FAN LIGHT (4)
SMOKE ALARM
S.A.
VO
VM
IXL TASTIC OR SIM
LIGHT FITTINGS SWITCHES
THREE WAY SWITCH
TWO WAY SWITCH
DIMMER SWITCH
DOUBLE GPO - 300mm
POWER OUTLETS
REFER TO SPECIFICATIONS FOR INCLUSIONS SYMBOLS MAY VARY & NOT BE APPLICABLE TO THIS PROJECT
ELECTRICAL SCHEDULE
CAPPED GAS POINTG
SINGLE GPO - 1100mm
SINGLE GPO - 1350mm
SINGLE GPO - EXTERNALWP
DOUBLE GPO - 1100mm
DOUBLE GPO - 1350mm
SINGLE GPO - DISHWASHERD
SINGLE GPO - MICROWAVEM
DOUBLE GPO - EXTERNALWP
LINEAR FLUORESCENT -
SPECIAL PENDANT LIGHT - ENERGY GLOBES
INCANDESCENT WALL LIGHT
EXTERNAL SECURITY
EXTERNAL FLOOD LIGHT -
INDICATION OF WALL
LOW VOLTAGE DOWNLIGHT -
LOW VOLTAGE WALL LIGHT
LIGHT POINT (BATTEN HOLDER)
DOWNLIGHT - 14 / 18watt ENERGY GLOBES or
JB JUNCTION BOX
CEILING FAN WITH LIGHT
14watt COMPACT FLUROS (NON DIMMABLE)
LED LIGHTS - 9 / 11 / 16watt (DIMMABLE)
14 / 18watt ENERGY GLOBES
(50mm CLEARANCE)
(200mm CLEARANCE)
ELECTRICAL / ARTIFICIAL
ARTIFICIAL LIGHTING AROUND THE
PERIMETER OF A BUILDING MUST -
(i) BE CONTROLLED BY DAYLIGHT SENSOR; OR
(ii) HAVE AN AVERAGE LIGHT SOURCE EFFICACY
OF NOT LESS THAN 40 LUMENS/W
BCA 3.12.5.5 (d)
BUILDING SEALING & PENETRATION SEALING
TO BCA 3.12.3
BCA 3.12.3
PROVIDE THERMAL BREAK AS PER BCA 3.12.1.2 (c)
(IF APPLICABLE)
BCA 3.12.1.2 (c)
THOMAS ANDERSON DESIGN
THIS DRAWING IS COPYRIGHT - ANY INFRINGEMENT WILL RESULT IN LEGAL PROCEEDING WRITTEN DIMENSIONS TAKE PREFERENCE
OVER SCALE. ALL LEVELS AND DIMENSIONS MUST BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT. IF IN DOUBT ASK!
Suite 1, 415 McCLELLAND DRIVE
LANGWARRIN, VICTORIA 3910
t. 03 9788 8700
f. 03 9788 8799
e. studio@tadesign.com.au
PROJECT:
CLIENT:
AT:
THIS IS SHEET OF DRAWINGS REFERRED
BUILDER:
SIGNED OWNER:
TO IN THE CONTRACT DATED:
TITLE:
DRAWN:
CHECKED:
DATE:
REF: ISSUE:SIZE:
A3PROPOSED UNIT DEVELOPMENTS
MOLLISON PROPERTIES (PTY LTD)
LOT 137 (No.17) PENDER AVENUE
MORNINGTON
ELEC.& LIGHTING PLAN
9
15-0478 ..B
MAR 2016
TS
WHEN TWO OR MORE ARE REQUIRED SENSORS MUST BE
INTERCONNECTED AS PER NCC 2015 2014 3.7.2
50watt (200mm CLEARANCE)
120watt or 40watt LED
30watt or 18watt LED
LIGHT WITH SENSOR
LIGHT HEIGHT
NOT TO BE USED AS WORKING DRAWING
THIS DRAWING IS SUBJECT TO COPYRIGHT
FOR PRICING PURPOSES ONLY
INTERIM PLAN
NATIONAL BROADBAND NETWORK
NBN
NORTH