SITE CLASSIFICATION
SITE PLAN NOTES
ALL MATERIALS & WORK PRACTICES SHALL COMPLY WITH, BUT NOT LIMITED TO THE
BUILDING REGULATION 2006, THE NATIONAL CONSTRUCTION CODE SERIES 2012
BUILDING CODE OF AUSTRALIA VOLUME 1 & ALL RELEVANT CURRENT AUSTRALIAN
STANDARDS (AS AMENDED) REFERRED TO THEREIN
SITE SOIL CLASSIFICATION IS CLASS: H-D
PREPARED BY: CIVIL TEST PTY LTD
REPORT NO: 3110001
REFER TO THE SOIL REPORT, COMMENTS & RECOMMENDATIONS
CONTRACTOR TO INFORM THE ENGINEER OF ANY AREAS THAT ARE SUSPECT OR
DIFFERENT FROM THE MATERIALS DESCRIBED IN THIS REPORT PRIOR TO PROCEEDING
1.
ALL SITE DIMENSIONS ARE IN METRES UNLESS SPECIFIED OTHERWISE
2.
BUILDER TO VERIFY ALL DIMENSIONS, SETBACKS & LEVELS PRIOR TO
COMMENCEMENT OF ANY WORKS. REPORT ALL DISCREPANCIES TO THIS OFFICE
FOR CLARIFICATION.
3.
REFER TO PLAN OF SUBDIVISION OR CERTIFICATE OF TITLE FOR VERIFICATION OF
ALL BEARINGS, DISTANCES AND OTHER SITE INFORMATION. CONTRACTOR IS TO
VERIFY BOUNDARY LOCATION ON SITE PRIOR TO THE COMMENCEMENT OF WORK
FILL USED ON SITE SHOULD BE PLACED AT OR NEAR OPTIMUM MOISTURE
CONTENT AND COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF
SECTION 3.9 OF AS 2870-1996, AS SUMMARISED BELOW:
4.
FOR DETAILS OF ALL EASEMENTS REFER TO THE PLAN OF SUBDIVISION OR
CERTIFICATE OF TITLE AND OTHER INFORMATION BY THE RESPONSIBLE
AUTHORITY.
(A) NON-SAND FILL UP TO 300mm IN DEPTH OR SAND FILL UP TO 600mm
DEEP, COMPACTED IN NOT MORE THAN 150mm LAYERS BY REPEATED
ROLLING BY AN EXCAVATOR, IS CLASSED AS ROLLED FILL AND MAY BE USED
FOR SUPPORT OF SLAB PANELS AND INTERNAL BEAMS. NOTE THAT EDGE
BEAMS MUST BE SUPPORTED ON ORIGINAL GROUND OR ON CONTROLLED
FILL AS DEFINED IN (B) BELOW:
5.
INSTALLATION OF ALL SERVICES INCLUDING ALL STORMWATER, WASTE WATER AND
SEWER DETAILS SHALL COMPLY WITH THE RESPECTIVE SUPPLY AUTHORITY
REQUIREMENTS.
6.
THE CONTRACTOR AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORMWATER
DRAINS, SEWER PIPES AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE
FROM ANY BUILDINGS FOOTINGS AND / OR SLAB EDGE BEAMS SO AS TO PREVENT
GENERAL MOISTURE PENETRATION, DAMPNESS, WEAKENING AND UNDERMINING OF
ANY BUILDING AND ITS FOOTING SYSTEM.
7.
INSTALL NEW METER BOX IN STEEL CABINET IN STRICT ACCORDANCE WITH POWER
SUPPLIERS REQUIRMENTS, BCA & ALL AUSTRALIAN STANDARDS
8.
CONTRACTOR TO PROVIDE UNDERGROUND POWER SUPPLY FROM EXIST ELEC. PIT/
OR PILLAR TO NEW METER BOX IN ACCORDANCE WITH POWER SUPPLIERS
REQUIREMENTS
9.
INSTALL NEW WATER METER. ENSURE METER IS EQUIPPED WITH A BACKFLOW
PREVENTION DEVICE & STOP TAP. CONNECT TO RESIDENCE IN ACCORDANCE WITH
LOCAL AUTHORITIES REQUIREMENTS
ALL MATERIALS & CONSTRUCTION PRACTICE SHALL MEET THE PERFORMANCE
REQUIRMENTS OF THE BCA. WHERE AN ALTERNATIVE SOLUTION IS PROPOSED THEN,
PRIOR TO IMPLEMENTATION OR INSTALLATION, IT FIRST MUST BE ASSESSED &
APPROVED BY THE RELEVANT BUILDING SURVEYOR AS MEETING THE PERFORMANCE
REQUIRMENTS OF THE BUILDING CODE OF AUSTRALIA
THE CONTRACTOR & SUBCONTRACTORS SHALL CHECK & VERIFY ALL DIMENSIONS,
SETBACKS, LEVELS & SPECIFICATIONS & ALL OTHER RELEVANT DOCUMENTATION PRIOR
TO THE COMMENCEMENT OF ANY WORKS OR PREPARING SHOP DRAWINGS. REPORT ALL
DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION.
ALL DIMENSIONS ARE IN MILLIMETERS U.N.O.
IF IN DOUBT ASK, DO NOT SCALE.
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL RELEVANT STRUCTURAL
& ALL OTHER CONSULTANTS DRAWINGS / DETAILS & WITH ANY OTHER WRITTEN
INSTRUCTIONS ISSUED IN THE COURSE OF THE CONTRACT
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ANY ENERGY RATING REPORT
& SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STAMPED PLANS ENDORSED BY
THE ACCREDITED THERMAL PERFORMANCE ASSESSOR WITHOUT ALTERATION
ALL NEW CONSTRUCTION WORK & THE INSTALLATION OR ALTERATION OF EXISTING
SERVICES SHALL COMPLY WITH THE 'BUILDING CODE OF AUSTRALIA', RELEVANT
'AUSTRALIAN STANDARDS', RELEVANT CODES & MANUALS, LOCAL MUNICIPAL BY-LAWS
& THE REQUIREMENTS OF THE RESPECTIVE SUPPLY AUTHORITIES REQUIREMENTS.
ALL FITTINGS, FIXTURES, PAINTING, ETC. TO PROPRIETORS REQUIREMENTS.
CONTRACTOR MUST ENSURE ALL NECESSARY PERMITS ARE OBTAINED & ALL FEES ARE
PAID FOR PRIOR TO THE COMMENCEMENT OF WORK.
THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY &
GENERAL WATER TIGHTNESS OF ALL NEW &/OR EXISTING STRUCTURES DURING ALL WORKS.
ALL DRAINAGE WORK SHALL BE IN STRICT ACCORDANCE WITH AS 3500 AND THE
RESPECTIVE AUTHORITIES REQUIREMENT AND INDUSTRY CODES.
THE ELECTRICAL SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS AND REGULATIONS OF ALL AUTHORITIES AND CODES RELEVANT TO THE
WORKS INCLUDING BUT NOT LIMITED TO AS 3000 - AUSTRALIAN WIRING RULES, SERVICE &
INSTALLATION RULES & NCC
THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE BY THE CLIENT OF
'ECOTECTURE DESIGN GROUP' ('THE DESIGNER') FOR THE PURPOSE EXPRESSLY NOTIFIED
TO THE DESIGNER. ANY OTHER PERSON WHO USES OR RELIES ON THESE PLANS WITHOUT
THE DESIGNERS WRITTEN CONSENT DOES SO AT THEIR OWN RISK & NO RESPONSIBILITY IS
ACCEPTED BY THE DESIGNER FOR SUCH USE &/OR RELIANCE.
THE APPROVAL BY THIS OFFICE OF A SUBSTITUTE MATERIAL, WORK PRACTICE, VARIATION
OR THE LIKE IS NOT AN AUTHORIZATION FOR ITS USE OR A CONTRACT VARIATION. ANY SAID
VARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT & WHERE APPLICABLE
THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAID VARIATION.
No.
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
Description
COMPACT FILL NOTES
(B) NON-SAND FILL UP TO 400mm IN DEPTH OR SAND FILL UP TO 800mm
DEEP, COMPACTED BY MECHANICAL ROLLER OR VIBRATING PLATE
RESPECTIVELY, IN LAYERS NOT MORE THAN 150mm THICK AND AT CLOSE TO
OPTIMUM MOISTURE CONTENT, IS DEEMED TO COMPLY AS CONTROLLED
FILL. IT IS DEEMED TO COMPLY AS SUITABLE FOR FOUNDING THE SLAB,
EDGE AND INTERNAL BEAMS.
THE REQUIREMENTS OF AS 2870-1996 FOR CONSTRUCTION OF THE
FOOTINGS AND LANDSCAPING OF THE SITE SHOULD BE FOLLOWED, WITH
PARTICULAR ATTENTION PAID TO SURFACE DRAINAGE AND AVOIDANCE OF
PONDING NEXT TO FOOTINGS. TREES SHOULD BE PLANTED NO CLOSER TO
THE FOOTINGS THAN 1.0x MATURE HEIGHT.
SHOULD SOIL CONDITIONS DIFFERING THAN DESCRIBED BE FOUND DURING
EXCAVATION WORKS, ESPECIALLY THE PRESENCE OF UNREPORTED FILL OR
POORLY COMPACTED MATERIAL, PLEASE CONTACT THIS OFFICE
SERVICES
THE CONTRACTOR & SUBCONTRACTOS SHALL ENSURE THAT ALL
STORMWATER DRAINS, SEWER PIPES & THE LIKE ARE LOCATED AT A
SUFFICIENT DISTANCE FROM ANY BUILDING FOOTING & / OR SLAB EDGE
BEAM SO AS TO PREVENT GENERAL MOISTURE PENETRATION,
DAMPNESS, WEAKENING & UNDERMINING OF ANY BUILDING & ITS
FOOTING SYSTEM
THE CONTRACTOR SHALL COORDINATE THE LAYING OF SERVICES TO
AVOID CLASHES. LAY ALL SERVICES TO LOCATIONS. SERVICES SHALL
BE LAID TO COMPLY WITH MINIMUM COVER REQUIREMENTS.
DIFFERENT PARALLEL SERVICES THAT ARE IN CLOSE PROXIMITY MAY BE
LAID IN A COMMON BENCHED TRENCH SUBJECT TO APPROVAL OF
RELEVANT AUTHORITIES.
BACK FILL OF ALL SERVICES TRENCHES UNDER PAVEMENTS AND 500mm
BEYOND SHALL BE CLASS 2 FROM ABOVE THE SERVICE BEDDING
MATERIAL TO THE UNDERSIDE OF PAVEMENT SUB-BASE.
10. CONNECT RESIDENCE WITH TELSTRA CABLES IN STRICT ACCORDANCE WITH
TELSTRA'S REQUIREMENTS
11. CONNECT WATER SUPPLY TO THE SANITARY ITEMS WITHIN THE PROPOSED
BUILDING & HWS WHERE REQUIRED IN ACCORDANCE WITH LOCAL AUTHORITIES
REQUIREMENTS. SUPPLY HOT & COLD WATER TO NEW SANITARY ITEMS AS
REQUIRED
12. CONNECT ALL SANITARY ITEMS WASTE PIPES WITHIN RESIDENCE WITH CLASS12
PVC-U 100mmø DWV LAID ON MIN. 1:60 FALL. CONNECT TO EXIST. SEWER MAIN
IN ACCORDANCE WITH LOCAL AUTHORITIES REQUIREMENTS CONTRACTOR TO
VERIFY SEWER CONNECTION POINT ON SITE
13. CONNECT ALL SANITARY ITEMS WASTE PIPES WITHIN RESIDENCE WITH CLASS12
PVC-U 100mmø DWV LAID ON MIN. 1:60 FALL. CONNECT TO PROPOSED SEPTIC
TANK IN ACCORDANCE WITH LOCAL AUTHORITIES REQUIREMENTS CONTRACTOR
TO VERIFY CONNECTION POINT & LOCATION OF SEPTIC ON SITE
14. CONNECT ALL DOWNPIPES WITH 90mmø UPVC STORM WATER DRAIN & CONNECT
TO LEGAL POINT OF DISCHARGE IN ACCORDANCE WITH LOCAL AUTHORITIES
REQUIREMENTS
BACK FILL OF ALL SERVICES TRENCHES IN GARDEN AND GRASS AREAS
SHALL BE APPROVED FILL OF MAXIMUM PARTICLE SIZE 75mm FROM THE
SERVICE BEDDING MATERIAL TO THE UNDERSIDE OF THE TOPSOIL.
Date
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
TENDER ISSUE
WORKING DRAWINGS
Project number
Date
Drawn by
2014-0044
NOVEMBER 2014
Scale
ABN. 58 918 283 483
WD01
MCL
Sheet WD01 Of
RBP: DP-AD 18414
WD14
12/11/2014 9:16:01 AM
UNLESS OTHERWISE SPECIFIED, THE TERM BCA SHALL REFER TO NATIONAL
CONSTRUCTION CODE SERIES 2013 BUILDING CODE OF AUSTRALIA VOLUME 1
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GENERAL NOTES
DEMOLITION NOTES
SURFACE FALLS
REMOVAL OF BUILDING BY ROAD MUST BE APPROVED BY RELEVANT COUNCILS
TRAFFIC ENGINEER
PRECAUTIONS MUST BE TAKEN BEFORE & DURING DEMOLITION IN ACCORDANCE
WITH AS 2601-2001 DEMOLITION OF STRUCTURES.
A SITE MANAGEMENT PLAN IS TO BE IMPLEMENTED DURING DEMOLITION WORKS TO
CONTROL SEDIMENT RUNOFF IN ACCORDANCE WITH EPA VICTORIA PUBLICATION #
275: CONSTRUCTION TECHNIQUES FOR SEDIMENT POLLUTION CONTROL. PROVIDE
'PROPEX' OR EQUIVALENT SILT FENCES TO THE LOW SIDE OF THE ALLOTMENT &
AROUND ALL SOIL STOCKPILES & STORM WATER INLET PITS / SUMPS & INSTALL 'SILT
STOP' FILTER BAGS OVER ALL STORM WATER ENTRY PITS DURING DEMOLITION
WORKS. 'SUPERGRO' OR EQUIVALENT EROSION CONTROL FABRIC TO BE PLACED
OVER GARDEN BEDS TO PREVENT SURFACE EROSION DURING REVEGETATION PERIOD.
DURING THE PROGRESS OF THE DEMOLITION THE WORKS SHALL BE UNDER THE
CONTINUOUS SUPERVISION OF THE DEMOLISHER OR OF AN EXPERIENCED
FOREMAN & DEMOLITION SHALL BE EXECUTED STOREY BY STOREY COMMENCING
AT THE ROOF & WORKING DOWNWARDS.
THE DEMOLITION MUST NOT BE COMMENCED UNTIL THE PRECAUTIONARY
MEASURES HAVE BEEN INSPECTED AND APPROVED BY THE RELEVANT BUILDING
SURVEYOR
ALL FIXTURES & SANITARY ITEMS REMOVED WILL REMAIN PROPERTY OF THE
PROPRIETOR.
THE DEMOLISHER SHALL CONSTRUCT A TEMPORARY CROSSING PLACED OVER THE
FOOTPATH AS REQUIRED BY THE COUNCIL
PROTECTIVE OUTRIGGERS, FENCES, AWNINGS, HOARDINGS, BARRICADES & THE
LIKE MUST BE INSTALLED WHERE NECESSARY TO GUARD AGAINST DANGER TO LIFE
OR PROPERTY OR WHEN REQUIRED BY THE RELEVANT BUILDING SURVEYOR.
DUST CREATING MATERIAL, UNLESS THOROUGHLY DAMPENED DOWN, SHALL NOT
BE THROWN OR DROPPED FROM THE BUILDING BUT SHALL BE LOWERED BY
HOISTING APPARATUS OR REMOVED BY MATERIAL CHUTES. ALL CHUTES SHALL BE
COMPLETELY ENCLOSED & A DANGER SIGN SHALL BE AT THE DISCHARGE END OF
EVERY CHUTE.
ALL PRACTICABLE PRECAUTIONS SHALL BE TAKEN TO AVOID DANGER FROM
COLLAPSE OF A BUILDING WHEN ANY PART OF A FRAMED OR PARTLY FRAMED
BUILDING IS REMOVED.
NO WALL, CHIMNEY OR OTHER STRUCTURE OR PART OF A STRUCTURE SHALL BE
LEFT UNATTENDED OR UNSUPPORTED IN SUCH A CONDITION THAT IT MAY
COLLAPSE DUE TO WIND OR VIBRATION OR OTHERWISE BECOME DANGEROUS.
BEFORE DEMOLITION IS COMMENCED & ALSO DURING THE PROGRESS OF SUCH
WORKS ALL ELECTRICAL CABLE OR APPARATUS WHICH ARE LIABLE TO BE A SOURCE
OF DANGER OTHER THAN CABLE OR APPARATUS USED FOR THE DEMOLITION
WORKS SHALL BE DISCONNECTED
ARRANGEMENTS SHALL BE MADE WITH THE RELEVANT ELECTRICAL SUPPLY
AUTHORITY FOR THE DISCONNECTION OF ELECTRICAL MAINS SUPPLY EXCEPT THAT
WHERE PARTIAL DEMOLITION IS PROPOSED THE LICENSED ELECTRICAL
CONTRACTOR SHALL SATISFY THE RELEVANT ELECTRICAL SUPPLY AUTHORITY THAT
THE PORTION OF THE BUILDING TO BE DEMOLISHED HAS BEEN ISOLATED
THE DEMOLISHER SHALL BE RESPONSIBLE TO CUT & SEAL ANY STORM WATER,
SEWER PIPES, WATER SERVICES, GAS SERVICES & THE LIKE IN ACCORDANCE WITH
RELEVANT STANDARDS & SUPPLIERS REQUIREMENTS.
THE POSITION OF CAPPED SEWER & STORM WATER DRAINS, SEALED-OFF WATER
SUPPLY LINES, GAS SUPPLY LINES & THE LIKE ARE TO BE CLEARLY MARKED ON THE
SITE.
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
PRIOR TO COMMENCEMENT OF WORKS, CONTRACTOR SHALL PREFORM AN
ASBESTOS AUDIT OF PROPOSED WORKS. IF ANY ADDITIONAL ASBESTOS IS
LOCATED WITHIN THE BUILDING WORKS, THE CONTRACTOR SHALL NOTIFY THE
ADMINISTRATOR IMMEDIATELY. ALL ASBESTOS IDENTIFICTION IS THE
RESPONSIBILITY OF THE CONTRACTOR.
CONTRACTOR MUST PREPAIR AN ASBESTOS REPORT OUTLINING ALL
LOCATIONS OF ASBESTOS DETECTED IN PREMISES. ANY REMOVAL OR REPAIR
OF ASBESTOS CONTAINING MATERIALS MUST BE CARRIED OUT BY A LICENSED
ASBESTOS REMOVALIST. A LIST OF LICENSED REMOVALISTS IS AVAILABLE AT
THE WORKCOVER WEB SITE ON www.worksafe.vic.gov.au
COOL ROOM
COOLROOM OR FREEZER MUST BE ABLE TO BE OPENED BY
HAND FROM THE INSIDE WITHOUT A KEY
INTERNAL LIGHTING MUST BE CONTROLLED BY A SWITCH
LOCATED NEXT TO ENTRANCE DOOR
AN INDICATOR LAMP MUST BE POSITIONED OUTSIDE THE
COOLROOM OR FREEZER & BE OPERATED WITH INTERNAL
LIGHT SWITCH
AN ALARM MUST BE FITTED TO COOLROOM & FREZZER TO
ALLOW IT TO BE CONTROLLED FROM INSIDE, SOUNDING
DEVICE MUST BE LOCATED OUTSIDE COOLROOM / FREZZER
& MUST ACHIEVE A SOUND PRESSURE OF 90dB(A) WHEN
MEASURED 3m FROM THE SOUNDING DEVICE
ALL TO BE IN ACCORDANCE WITH BCA SECTION G1.2
TERMITE PROTECTION
DEMOLISHED MATERIAL SHALL NOT BE SO PILED OR STACKED THAT IT WILL
ENDANGER WORKMEN OR OTHER PERSONS & SHALL BE REMOVED AS SOON AS
PRACTICABLE FROM THE SITE.
No.
ASBESTOS
ALL PAVING TO BE GRADED AWAY FROM BUILDING ON MIN. 1:50 FALL IN
ACCORDANCE WITH THE BCA
ALL GROUND SURFACES SHALL BE GRADED AWAY FROM PATHWAYS ON 1:40
MAX FALL -REFER TO DETAIL
ALL NATURAL GROUND SURFACES SHALL BE GRADED AWAY FROM BUILDING
ON MIN. 1:20 FALL
Description
WHERE THE BUILDING (EXCLUDES A DETACHED CLASS 10) IS LOCATED IN A
TERMITE PRONE AREA, THE AREA TO UNDERSIDE OF BUILDING AND PERIMETER IS
TO BE TREATED AGAINST TERMITE ATTACK.
A TERMITE BARRIER OR COMBINATION OF BARRIERS MUST BE INSTALLED IN
ACCORDANCE WITH AS 3660.1.
THE AREA BENEATH THE SUSPENDED FLOOR MUST BE VENTILATED IN ACCORDANCE
WITH THE BCA & INSPECTED IN ACCORDANCE WITH AS 3660.1.
ALL TIMBER COMPLETELY OR PARTICALLY PROTECTED FROM WATHER TO BE H2
TREATED
ALL TIMBER OUTSIDE AND ABOVE GROUND SHALL BE H3 TREATED.
ALL TIMBER THAT IS NON-STRUCTURAL THAT IS IN CONTACT WITH GROUND OR
WATER SHALL BE H4 TREATED.
STORM WATER
90mmø CLASS 6 UPVC STORMWATER LINE LAID TO A MINIMUM
GRADE OF 1:100 & CONNECTED TO THE LEGAL POINT OF
STORMWATER DISCHARGE. PROVIDE INSPECTION OPENINGS AT
9000mm C/C & AT EACH CHANGE OF DIRECTION
THE COVER TO UNDERGROUND STORM WATER DRAINS SHALL BE
NOT LESS THAN
- 100mm UNDER SOIL
- 50mm UNDER PAVED OR CONCRETE AREAS
- 100mm UNDER UNREINFORCED CONC. OR PAVED DRIVEWAYS
- 75mm UNDER REINFORCED CONC. DRIVEWAYS
Date
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
TENDER ISSUE
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MATERIALS REMOVED OR DISPLACED FROM THE BUILDING SHALL NOT BE PLACED IN
ANY STREET, ROAD OR RIGHT OF WAY & BEFORE COMMENCING WHERE REQUIRED
SHALL BE KEPT SPRAYED WITH WATER SO AS TO PREVENT ANY NUISANCE FROM
DUST
WORKING DRAWINGS
Project number
Date
Drawn by
2014-0044
NOVEMBER 2014
Scale
ABN. 58 918 283 483
WD02
MCL
Sheet WD02 Of
RBP: DP-AD 18414
WD14
12/11/2014 9:16:01 AM
ALL MATERIALS & WORK PRACTICES SHALL COMPLY WITH BUT NOT LIMITED TO,
THE BUILDING REGULATIONS 2006, THE BUILDING CODE OF AUSTRALIA & ALL
RELEVANT CURRENT AUSTRALIAN STANDARDS (AS AMENDED) REFERRED TO
THEREIN. THESE SPECIFICATIONS SPECIFY ONLY THE MINIMUM STANDARD OF
WORK FOR THE DEMOLITION WORKS ON RESIDENTIAL PROJECTS & ALL
WORKMANSHIP & PRECAUTIONS SHALL BE TO THE BEST TRADE PRACTICE.
TEMPORARY
CARRIAGE
SHED ENTRANCE BUILDING
DUMOSA
HALL
C
HO OUR
US T
E
SCHOOL
MACHINERY
SHED
FIRE
STATION
BU
I LD
IN
G
OF
FIC
E
WOOL BARGE
VEGA
BLACKSMITHS
PIONEER
SETTLEMENT
AL
ER E
N
R
GE TO
S
RE
ES
PR
IN
T IN
G
I
HO RON
US
E
PHOTOGRAPHIC
PARLOUR
AGRICULTURAL
IMPLEMENTS
STEAM
MACHINE
WORKSHOP
POTTERY & SIGN
WRITER / COACH
PAINTER
AREA OF
WORKS
COACH
HOUSE
POST
OFFICE
STABLES
SHEARING
SHED
CHURCH
IV
E
KEATS
COTTAGE
Y
TOWANINIE
HOMESTEAD
R
U
M
RIVERSDALE
HOMESTEAD
LI
T
T
L
E
L
IT
T
L
E
M
U
R
R
A
Y
R
IV
E
R
S
W
EQX
OT E
RO ABL
ST
TENDER ISSUE
LOCALITY PLAN
SCALE: 1 : 1000
No.
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
Description
Date
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD03
MCL
1 : 1000
RBP: DP-AD 18414
Sheet WD03 Of
WD14
12/11/2014 9:16:02 AM
POND
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
R
MUD-BRICK
KITCHEN
R
LE
LOWER
MURRAY INN
SCHOOL
R
L
T
IT
U
Y
A
HALF CELLAR
A
M
R
R
NK
BA
CS
NI E
HA UT
EC IT
M ST
& R
IN
E
ER AK
DL M
D S
C
NI
SA ES
O E
RN
AS G
M LOD
HA
IV
R
SPOONS
RESTAURANT
BUILDING
R
E
SEWER PIT
RELOCATED GAS CYLINDER & HWS
ASPHALT FOOTPATH
LIGHT POLE
EXISTING FENCE
TGSI
RAMP 1:14
RAMP
EXISTING TREES
GAS
HWS
DECK
AC
EXDP
RELOCATED HC
EXISTING HALL
INSTALL NEW STEEL FRAMED
TIMBER SLATED SLIDING GATE &
FENCING TO PROPRIETORS
REQUIREMENTS (BY OTHERS)
DP
EXISTING
GENERATOR
DP
NEW GUTTERS & DOWNPIPES
DISCHARGING INTO EXISTING LEGAL
POINT OF DISCHARGE WITH LOCAL
AUTHORITIES REQUIREMENTS
AC
AC
EXDP
PROPOSED
ADDITION
FHR EXDP
MDB
TGSI
DECK
RAMP 1:14
HC
1800mm HIGH TIMBER
SCREEN TO MATCH
EXISTING FENCE PROFILE
(BY OTHERS)
DP
VERANDAH STRUCTURE
SHOWN AS DASHED
TGSI
GRAVEL PEDESTRIAN ACCESS
(BY OTHERS)
EXISTING FIRE
STATION
GRASSED
AREA
GRASSED AREA
(BY OTHERS)
(BY OTHERS)
APPROX LOCATION
OF EXISTING PIT
(LPOD)
BRICK EDGING TO GRASS
AREAS (BY OTHERS)
GRAVEL VEHICLE
ACCESS
S
W
EQX
EXISTING BLACKSMITHS
PART SITE PLAN
TENDER ISSUE
SCALE: 1 : 200
No.
A
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
Description
FENCING BY OTHERS
APPROX LOCATION OF LPOD
Date
10/11/2014
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
LANDING
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD04A
MCL
1 : 200
RBP: DP-AD 18414
Sheet WD04AOf
WD14
12/11/2014 9:16:04 AM
TGSI
EXISTING STABLES
PROPOSED
ADDITION
EXISTING FENCE
LIGHT POLE
REMOVE SECTION OF EXISTING
FENCE AS INDICATED (BY OTHERS)
REMOVE SECTION
OF WALL FOR NEW
DOOR AS INDICATED
5880
REMOVE EXISTING WINDOWS &
WALL AS INDICATED FOR NEW
MULTISTACK DOOR
REMOVE EXISTING
FENCING & GATES
AS INDICATED
AC
HC
AC
REMOVE EXISTING TREE
BRANCHES AS REQUIRED TO
ACCOMMODATE PROPOSED
BUILDING (BY OTHERS)
REMOVE EXISTING WINDOW
& WALL AS INDICATED FOR
NEW DOOR
1000
5600
HWS
RELOCATE EXISTING GAS
CYLINDER, HWS & HC
- CUT & SEAL & REMOVE
SERVICES AS REQUIRED
GAS
CYLINDER
REMOVE EXISTING
RAMP, LANDING &
STEPS
STAGE WALL &
STAGE TO BE
REMOVED AS
INDICATED
REMOVE EXISTING
DOORS AS
INDICATED FOR
NEW WINDOW
STAGE STAIRS TO
BE REMOVED AS
INDICATED
DEMOLITION PLAN LEGEND
REMOVE EXISTING WINDOWS &
WALL AS INDICATED FOR NEW
MULTISTACK DOOR
ITEM TO BE REMOVED
W
EQX
S
EXISTING GENERATOR
AC
AC
AC
5600
REMOVE EXISTING TIMBER
STEPS & FLOOR AS
INDICATED
FHR
REMOVE EXISTING WINDOW
& WALL AS INDICATED FOR
NEW DOOR
MOTOR GARAGE TO BE DEMOLISHED
SHOWN DASHED (BY OTHERS)
DEMOLITION PLAN
TENDER ISSUE
SCALE: 1 : 100
No.
A
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
MDB
Description
FENCING BY OTHERS
Date
10/11/2014
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD05A
MCL
1 : 100
RBP: DP-AD 18414
Sheet WD05AOf
WD14
12/11/2014 9:16:05 AM
AC
EXIST WALLS TO REMAIN
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WALLS TO BE REMOVED
19840
380
4590
DECK
AC
COOLROOM, MOTOR & DISPLAY DOORS
ARE TO BE SUPPLIED
ROOF OVER SHOWN DASHED
90
1290
100
LANDING
4300
100
DECK
TGSI
D
02
AC
D
01
L.1.
C.1.
AC
COOL ROOM
P.1.
P.1.
P.1.
2415 P.1.
50
11
REDGUM TIMBER STEPS &
STAINLESS STEEL HANDRAILS
RB-1
5690
P.1.
P.1.
2415 P.1. 1005
DECK
3700
EX WALL
9260
VERANDAH STRUCTURE OVER
TO ENGINEERS DESIGN &
DETAIL SHOWN AS DASHED
960
DECK
DECKING TO BOX AROUND
EXISTING TREES AS INDICATED
- TREE NOT SHOWN FOR
CLARITY
TGSI
KITCHEN
EX WALL 2700
90
12480
EX WALL
TENDER ISSUE
24430
Description
RAMP AT LEAST 1200 WIDE
NEW RAMP
STAINLESS STEEL HANDRAILS
Date
10/11/2014
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
W
EQX
2420
S
90
OVERALL
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
EX WALL
P.1.
15270
4180
SCALE: 1 : 100
A
1800mm HIGH TIMBER
SCREEN FENCE
2460
STORAGE
No.
FHR
MDB
15780
RAMP
6685
C.1.
INSTALL NEW DOOR AS
INDICATED
1200
EX WALL
6390
FLOOR PLAN
D
03
WP-1
RAMP
1750
ELECTRICAL CONTRACTOR MUST INSTALL AN
INDICATOR LAMP OUTSIDE THE COOLROOM
WHICH IS OPERATED IN COMBINATION WITH
THE LIGHT INSIDE THE COOLROOM
D
04
D
05
LINTEL OVER SUPPORTING ROOF TRUSSES
TO ENGINEERS DESIGN & DETAIL
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
8
5
COOLROOM MUST BE EQUIPPED WITH AN
ALARM MOUNTED OUTSIDE OF COOLROOM
& OPERATED FROM THE INSIDE. THE
ALARM MUST REACH 90dB(A) MEASURED
3m FROM THE SOUNDING DEVICE IN
STRICT ACCORDANCE WITH THE NCC
INSTALL NEW 6 PANEL MULTISTACK DOOR AS
INDICATED - TRACKS RECESSED IN FLOOR TO
ENSURE SMOOTH TRANSITION OVER THRESHOLD
AC
HC
1:14 MAX GRADIENT
STORAGE
P.1. 2455
DECK
3045
JOINERY TO
PROPRIETORS
REQUIREMENTS
BSN
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD06A
MCL
1 : 100
RBP: DP-AD 18414
Sheet WD06AOf
WD14
12/11/2014 9:16:07 AM
D.P.
REF
EX WALL
REF
INSTALL NEW TIMBER FIXED
WINDOW MATCHING EXISTING
PROFILE - INSTALLED &
FLASHED IN ACCORDANCE
WITH MANUFACTURERS
INSTRUCTION & THE NCC
DE C K
EXISTING HC RELOCATED
AS INDICATED
L.1.
1200
3
9
DE C K
7
D
06
4300
D
07
90
LANDING
5040
1
STORAGE
SSB
INSTALL NEW 6 PANEL MULTISTACK DOOR AS
INDICATED - TRACKS RECESSED IN FLOOR TO
ENSURE SMOOTH TRANSITION OVER THRESHOLD
900 90 1495
CT
2455 EX WALL
SSB
4
LINTEL OVER SUPPORTING
ROOF TRUSSES TO ENGINEERS
DESIGN & DETAIL
INSTALL NEW
SERVICE COUNTER
AS INDICATED TO
PROPRIETORS
REQUIREMENTS
P.1.
SSB
6
EXISTING BEAM
D
10
C.1.
D
11
3045
DECK
EXISTING BEAM
RAMP
DW
MIN 1000mm HIGH
BALUSTRADE TO PERIMETER
OF DECK - REFER TO DETAIL
15420
W.01
W.
01
RAMP
TGSI
REDGUM TIMBER STEPS &
STAINLESS STEEL HANDRAILS
C.1.
D
09
2
10
6145
AC
JOINERY TO
PROPRIETORS
REQUIREMENTS
DECKING TO BOX AROUND
EXISTING TREES AS
INDICATED - TREE NOT
SHOWN FOR CLARITY
EXISTING BEAM
MIN. 1500
DECK
6175
DECK
EX WALL
7350
W.02
W.02
SNK.1
D
08
WD10A
6810
DRY STORE
HWS
EX WALL
TGSI
RAMP 1:14 MAX GRADIENT
AC
EX WALL
COOL ROOM
15270
MIN. 1500
WD09A
BB
90 2360
EX WALL
EXISTING GAS CYLINDER
& HWS RELOCATED AS
INDICATED
D.P.
2490
5500
2490
4180
AA
GAS
90
3720
BOUNDRY LINE - ENSURE
HANDRAIL DOES NOT
ENCROACH FOOTPATH
90
100
2800
100 90
6990
OVERALL
1810
RAMP
1890
1890 50
1200
DRY STORE
9480
EXISTING
EX WALL
EXISTING BEAM
4500
TGSI
ADDITION
90
LANDING
BOUNDRY LINE - EDGE OF
ASHPHALT FOOTPATH
CORRUGATED ROOF SHEETING
FIXED OVER SUITABLE ROOF
BATTENS & OUTRIGGERS TO
ENGINEERS DESIGN & DETAIL
NEW WEATHERBOARDS TO MATCH EXISTING PROFILE
AS INDICATED INSTALLED IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS & THE NCC - APPLY
PAINTED FINISH TO PROPRIETORS REQUIREMENTS
PREP & MAKE GOOD EXISTING
WEATHERBOARDS APPLY PAINTED FINISH
TO PROPRIETORS REQUIREMENTS
CORRUGATED ROOF SHEETING
FIXED TO EXPOSED TIMBER
RAFTERS TO ENGINEERS DESIGN &
DETAIL - APPLY PAINTED FINISH TO
PROPRIETORS REQUIREMENTS
7.5°
3780.00 ECL
3300
NCL 3300.00
FL
RWH
RECYCLED "SPOTTED GUM"
TIMBER WALL CLADDING FROM
NULLABOR TIMBER WITH CUTEK
FINISH INSTALLED IN
ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS
& THE NCC
FHR
D.P.
D
05
D
02
1800mm HIGH REDGUM
TIMBER SCREEN
D
01
0.00
D.P.
1800mm HIGH TIMBER
SCREEN TO MATCH
EXISTING FENCE PROFILE
(BY OTHERS)
D.P.
DURAGEL ADJUSTABLE STEEL STUMPS,
BEARERS & JOISTS TO ENGINEERS
DESIGN & DETAIL
REDGUM BALUSTER & TOP RAIL AROUND
PERIMETER OF DECK - REFER TO DETAIL
REDGUM TIMBER STEPS & STAINLESS
STEEL HANDRAILS
TIMBER FRAMED MULTI STACK DOORS WITH
MATCHING FLYSCREENS - INSTALLED & FLASHED
IN ACCORDANCE WITH MANUFACTURERS
INSTRUCTIONS & THE NCC
EAST ELEVATION
RECYCLED "SPOTTED GUM"
TIMBER WALL CLADDING FROM
NULLABOR TIMBER WITH CUTEK
FINISH INSTALLED IN
ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS
& THE NCC
EXISTING SIGN TO BE
REJUVENATED & REMOUNTED
7.5°
EX.
FHR
FL
REDGUM BALUSTER & TOP
RAIL AROUND PERIMETER OF
DECK - REFER TO DETAIL
EX.
W.01
W.01
0.00
D.P.
DURAGEL ADJUSTABLE STEEL STUMPS,
BEARERS & JOISTS TO ENGINEERS
DESIGN & DETAIL
NORTH ELEVATION
1800mm HIGH REDGUM
TIMBER SCREEN
SCALE: 1 : 100
No.
A
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
NEW TIMBER FRAMED FIXED
WINDOW INSTALLED & FLASHED IN
ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS
& THE NCC
Description
FENCING BY OTHERS
Date
10/11/2014
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
PREP & MAKE GOOD EXISTING
WEATHERBOARDS APPLY PAINTED FINISH
TO PROPRIETORS REQUIREMENTS
TENDER ISSUE
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD07A
MCL
1 : 100
RBP: DP-AD 18414
Sheet WD07AOf
WD14
12/11/2014 9:16:09 AM
ECL 3780.00
CORRUGATED ROOF SHEETING FIXED
TO EXPOSED TIMBER RAFTERS TO
ENGINEERS DESIGN & DETAIL - APPLY
PAINTED FINISH TO PROPRIETORS
REQUIREMENTS
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
SCALE: 1 : 100
NEW WEATHERBOARDS TO MATCH EXISTING
PROFILE AS INDICATED INSTALLED IN
ACCORDANCE WITH MANUFACTURERS
INSTRUCTIONS & THE NCC - APPLY PAINTED
FINISH TO PROPRIETORS REQUIREMENTS
TIMBER FRAMED MULTI STACK DOORS
WITH MATCHING FLYSCREENS - INSTALLED
& FLASHED IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS & THE
NCC
CORRUGATED ROOF SHEETING
FIXED OVER SUITABLE ROOF
BATTENS & OUTRIGGERS TO
ENGINEERS DESIGN & DETAIL 7.5°
BOX GUTTER OVERFLOW
ECL 3780.00
3300.00 NCL
W.02
W.02
REDGUM BALUSTER & TOP RAIL
AROUND PERIMETER OF DECK
- REFER TO DETAIL
FL
RECYCLED "SPOTTED GUM"
TIMBER WALL CLADDING FROM
NULLABOR TIMBER WITH CUTEK
FINISH INSTALLED IN
ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS
& THE NCC
TIMBER FRAMED BI-FOLD
WINDOW TO COUNTER
INSTALLED & FLASHED IN
ACCORDANCE WITH
MANUFACTURERS
INSTRUCTIONS & THE NCC
EX.
D
11
0.00
DURAGEL ADJUSTABLE STEEL STUMPS,
BEARERS & JOISTS TO ENGINEERS
DESIGN & DETAIL
REDGUM TIMBER STEPS &
STAINLESS STEEL HANDRAILS
PREP & MAKE GOOD EXISTING
WEATHERBOARDS APPLY PAINTED FINISH
TO PROPRIETORS REQUIREMENTS
RECYCLED "SPOTTED GUM"
TIMBER WALL CLADDING FROM
NULLABOR TIMBER WITH CUTEK
FINISH INSTALLED IN
ACCORDANCE WITH
MANUFACTURERS
INSTRUCTIONS & THE NCC
CORRUGATED ROOF SHEETING
FIXED OVER SUITABLE ROOF
BATTENS & OUTRIGGERS TO
ENGINEERS DESIGN & DETAIL
CORRUGATED ROOF SHEETING
FIXED TO EXPOSED TIMBER
RAFTERS TO ENGINEERS DESIGN &
DETAIL - APPLY PAINTED FINISH TO
PROPRIETORS REQUIREMENTS
ECL 3780.00
7.5°
NCL 3300.00
RWH
REDGUM BALUSTER & TOP
RAIL AROUND PERIMETER OF
DECK - REFER TO DETAIL
FL
D
08
D
07
D.P.
0.00
1800mm HIGH TIMBER SCREEN
TO MATCH EXISTING FENCE
PROFILE (BY OTHERS)
SOUTH ELEVATION
NEW WEATHERBOARDS TO MATCH EXISTING
PROFILE AS INDICATED INSTALLED IN
ACCORDANCE WITH MANUFACTURERS
INSTRUCTIONS & THE NCC - APPLY PAINTED
FINISH TO PROPRIETORS REQUIREMENTS
DURAGEL ADJUSTABLE STEEL STUMPS, BEARERS
& JOISTS TO ENGINEERS DESIGN & DETAIL
1800mm HIGH REDGUM
TIMBER SCREEN
TENDER ISSUE
SCALE: 1 : 100
No.
A
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
Description
FENCING BY OTHERS
Date
10/11/2014
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD08A
MCL
1 : 100
RBP: DP-AD 18414
Sheet WD08AOf
WD14
12/11/2014 9:16:12 AM
SCALE: 1 : 100
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
WEST ELEVATION
SELECTED CORRUGATED
ROOF SHEETING WITH
COLORBOND FINISH ON 7.5°
PITCH OVER TIMBER
OUTRIGGERS
SELECTED CORRUGATED ROOF SHEETING
WITH COLORBOND FINISH ON 7.5° PITCH
OVER SUITABLE TIMBER BATTENS (FLUSH
WITH TRUSS) @ 900 CTRS
PROPRIETARY TREATED TIMBER TRUSS
@ 900 MAX CTRS. FIXED, BRACED &
INSTALLED IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS
TENDER ISSUE
01
WD09A
NCL 3300.00
TIMBER OUTRIGGERS
@ MAX 900 CTRS TO
ENGINEERS DESIGN &
DETAIL
INSTALL COOL ROOM
2800W x 4300L x 2400H
IN ACCORDANCE WITH
MANUFACTURERS
INSTRUCTIONS & THE NCC
3
INSTALL 100mm HIGH DENSITY
PIR PANELS TO FLOOR IN
ACCORDANCE WITH
MANUFACTURERS
INSTRUCTIONS & THE NCC
D
08
RECYCLED "SPOTTED GUM" TIMBER
CLADDING FROM NULLABOR TIMBER WITH
CUTEK FINISH INSTALLED IN ACCORDANCE
WITH MANUFACTURERS INSTRUCTIONS &
THE NCC
2
JOINERY TO PROPRIETORS
REQUIREMENTS
0.00
19mm PARTICLE BOARD
INSTALLED IN ACCORDANCE
WITH MANUFACTURERS
INSTRUCTIONS & THE NCC
SECTION AA
CONC. FOOTINGS TO
ENGINEERS DESIGN & DETAIL
SCALE: 1 : 50
SELECTED CORRUGATED ROOF SHEETING
WITH COLORBOND FINISH ON 7.5° PITCH
OVER SUITABLE TIMBER BATTENS
(FLUSH WITH TRUSS) @ 900 CTRS
RECYCLED 'SPOTTED GUM' WALL CLADDING
FROM NULLABOR TIMBER WITH CUTEK FINISH
INSTALLED IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS & THE NCC
BRADFORD ENVIROSEAL PROCTORWRAP
BLACK LABEL BREATHABLE SARKING
FLASH AS REQUIRED
PROVIDE 6mm FC SHEET TO TRUSS &
LINE WITH CONTINUOUS GALVANISED
SHEETING
TREATED TIMBER TRUSS @ MAX 900
CTRS FIXED, BRACED & INSTALLED
TO MANUFACTURERS INSTRUCTIONS
WIND MOULD
FLASH AS REQUIRED TO EXISTING
ROOF STRUCTURE
TIMBER OUTRIGGERS @ MAX 900
CTRS TO ENGINEERS DESIGN & DETAIL
150
CEILING TOP HAT BATTENS
TREATED TIMBER TRUSS @ MAX 900
CTRS FIXED, BRACED & INSTALLED
TO MANUFACTURERS INSTRUCTIONS
STEEL COLORBOND GUTTERING & TIMBER FASCIA
INSTALLED IN ACCORDANCE WITH MANUFACTURERS
INSTRUCTIONS
RECYCLED 'SPOTTED GUM' WALL CLADDING
FROM NULLABOR TIMBER WITH CUTEK FINISH
INSTALLED IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS & THE NCC
CEILING TOP HAT BATTENS
EXISTING BUILDING
PARALLEL CHORDED TRUSS
INSTALLED IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS
350 x 150 DEEP GALVANISED BOX
GUTTER ON MIN 1:200 FALL
TOWARDS RAIN WATER HEAD
CORNICE
MIN. 350
DETAIL 01 - OUTRIGGER
DETAIL 02 - BOX GUTTER
SCALE: 1 : 20
SCALE: 1 : 20
No.
A
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
Description
BOX GUTTER DIMENSION
Date
10/11/2014
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
90 x 45 MGP10 TIMBER
TRIMMER @ MAX 900 CTRS
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
DURAGAL STEEL FLOORING
SYSTEM IN ACCORDANCE
WITH ENGINEERS DESIGN
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD09A
MCL
As indicated
RBP: DP-AD 18414
Sheet WD09AOf
WD14
12/11/2014 9:16:14 AM
FL
D
07
10mm THICK PLASTERBOARD CEILING LINING
FIXED TO SUITABLE STEEL TOP HAT BATTENS
@450 MAX CTRS INSTALLED IN ACCORDANCE
WITH MANUFACTURERS SPECIFICATIONS
2400
BRADFORD ENVIROSEAL
PROCTORWRAP BLACK LABEL
BREATHABLE SARKING
SELECTED CORRUGATED ROOF SHEETING
WITH COLORBOND FINISH ON 7.5° PITCH
OVER SUITABLE TIMBER BATTENS (FLUSH
WITH TRUSS) @ 900 CTRS
PROPRIETARY TREATED TIMBER TRUSS
@ 900 MAX CTRS. FIXED, BRACED &
INSTALLED IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS
TENDER ISSUE
SELECTED CORRUGATED ROOF SHEETING
WITH COLORBOND FINISH ON 7.5° PITCH
OVER TRUSS TOP CHORD
STEEL COLORBOND GUTTERING & TIMBER
FASCIA INSTALLED IN ACCORDANCE
WITH MANUFACTURERS INSTRUCTIONS
PREFABRICATED PARALLEL CHORD TRUSS
AS PER MANUFACTURERS SPECIFICATION
MIN. 350
FLASH AS REQUIRED TO EXISTING ROOF
BRADFORD ENVIROSEAL
02
PROCTORWRAP BLACK
WD09A
LABEL BREATHABLE
SARKING
RECYCLED "SPOTTED GUM" TIMBER
CLADDING FROM NULLABOR TIMBER WITH
CUTEK FINISH INSTALLED IN ACCORDANCE
WITH MANUFACTURERS INSTRUCTIONS &
THE NCC
150
NCL 3300.00
EXISTING ROOF STRUCTURE
10mm THICK PLASTERBOARD CEILING LINING
FIXED TO SUITABLE STEEL TOP HAT BATTENS
@450 MAX CTRS INSTALLED IN ACCORDANCE
WITH MANUFACTURERS SPECIFICATIONS
1
2
D
08
1800mm HIGH TIMBER SCREEN TO
MATCH EXISTING FENCE PROFILE
EXISTING BUILDING
4
JOINERY TO PROPRIETORS REQUIREMENTS
SIZE & LOCATION OF EXISTING FOOTING
ASSUMED ONLY - CONTRACTOR TO
VERIFY ON SITE TO ENSURE NEW
FOOTINGS DO NOT UNDERMINE
EXISTING
SECTION BB
240
RWH
TIMBER FRAMING SCHEDULE
165
GALVANISED STEEL
RAINWATER HEAD WITH
GRADED BOTTOM
TOP PLATE:
BOTTOM PLATE:
COMMON WALL STUDS 2700H:
COMMON WALL STUDS 3000H:
NOGGINGS:
SIZE
GRADE
2/35 x 90
35 x 90
90 x 35
90 x 35
35 x 90
MGP
MGP
MGP
MGP
MGP
TREATED
H2
H2
H2
H2
H2
10
10
10
10
10
SPAN / SPACING
160
D.P.
D.P.
110mmø GALVANISED
STEEL DOWN PIPE
160
110
390
@450 CTRS
@450 CTRS
@1350 VERTICAL CTRS
150
110
15
GALVANISED STEEL
OVERFLOW POP
150
110
240
ALL BRACING REQUIREMENTS TO BE IN STRICT ACCORDANCE WITH AS 1684-2010
CONTRACTOR TO PROVIDE BRACING DETAILS
WIND CLASSIFICATION: N2
MAX RLW: 3000
ROOF MASS: 40kg/m²
TIMBER MEMBER
390
410
GALVANISED RAIN WATER HEAD
INSTALLED & FLASHED IN ACCORDANCE WITH
MANUFACTURERS INSTRUCTIONS & THE BCA
SCALE: 1 : 50
15
110mmø GALVANISED
STEEL OVERFLOW POP
RAIN WATER HEAD
SCALE: 1 : 20
No.
A
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
Description
BOX GUTTER DIMENSION
Date
10/11/2014
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD10A
MCL
As indicated
RBP: DP-AD 18414
Sheet WD10AOf
WD14
12/11/2014 9:16:15 AM
CONC. FOOTINGS TO
ENGINEERS DESIGN & DETAIL
410
FL
0.00
DURAGAL STEEL FLOORING
SYSTEM IN ACCORDANCE
WITH ENGINEERS DESIGN
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
350 x 150 DEEP GALVANISED BOX GUTTER
OVER SPANDEK SHEETING WITH SUITABLE
GUTTER STRAPS @ 1200 MAX CTRS ON MIN
1:200 FALL TOWARDS RAIN WATER HEAD
TENDER ISSUE
ELECTRICAL LEGEND
SINGLE G.P.O. MOUNTED 300mm ABOVE FLOOR LEVEL
GENERALLY OR @ HEIGHT AS NOTED.
ALL SWITCHES ABOVE BENCHES TO BE @1100
DECKLIGHTS AROUND EXISTING
TREES AS INDICATED - TREE NOT
SHOWN FOR CLARITY
DOUBLE G.P.O. MOUNTED 300mm ABOVE FLOOR LEVEL
GENERALLY OR @ HEIGHT AS NOTED.
ALL SWITCHES ABOVE BENCHES TO BE @1100
EXISTING WALLS TO REMAIN
SHOWN AS SOLID BLACK
W WATER PROOF DOUBLE G.P.O. MOUNTED 1000mm ABOVE
FLOOR LEVEL GENERALLY OR @ HEIGHT AS NOTED.
SWITCH MOUNTED AT 1000mm ABOVE FLOOR LEVEL.
2
EXISTING FIRE BLANKET TO COMPLY
WITH AS 2444-2001 - REPLACE
ITEM IF REQUIRED TO COMPLY
FE
FB
G
TIN
S
I
EX
G
IN
HT
G
LI
TO
900mm STAINLESS STEEL CEILING FAN WITH 3
SPEED VARIABLE SWITCH. SWITCH SEPARATE
FOR EACH INDEPENDENT USE (CLIPSAL 4HS900)
IN
MA
E
R
CEILING MOUNTED CIRCULAR T9 40w FLUORESCENT
LIGHT FITTING. COMPLETE WITH ACRYLIC DIFFUSER
B2 BALLAST & LAMPS (CLIPSAL CF40)
CLIPSAL 2 x 28 WATT SURFACE MOUNTED WEATHERPROOF
BATTENS TYPOON T5 LAMPS COMPLETE WITH LAMPS, LAMP
HOLDERS, DIFFUSERS & STARTERS & TIME SWITCH (WP214)
SWITCHED WTIH INDICATOR LAMP
MDB
EXISTING METER DISTRIBUTION BOARD
FE
2
WALL LIGHT EXTERIOR TWIN LAMP CFL 304 GRADE
STAINLESS STEEL IP44 ( CLIPSAL WDL722)
FE
MDB
LED 15 LIGHT 240V SQUARE DECKLIGHT IN MARINE
GRADE STAINLESS STEEL ( BEACON SKU# 220841 )
FHR
ELECTRICAL CONTRACTOR MUST INSTALL AN INDICATOR
LAMP OUTSIDE THE COOL ROOM WHICH IS OPERATED IN
COMBINATION WITH THE LIGHT INSIDE THE COOL ROOM
3 x 3 SPEED VARIABLE
SWITCH FOR FANS
NUD COLLECTION LIGHT CLASSIC BLACK CABLE WITH
BLACK FITTING WITH 60W GLOBE
EXISTING FIRE EXTINGUISERS TO COMPLY
WITH AS 2444-2001 - REPLACE ITEM IF
REQUIRED TO COMPLY
DECKLIGHTS AROUND EXISTING
TREES AS INDICATED - TREE NOT
SHOWN FOR CLARITY
FIRE FIGHTING EQUIPMENT
S
W
EQX
FE
LIGHTING & GPO PLAN
SCALE: 1 : 100
No.
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
ENERGY EFFICIENCY
LIGHTING
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH
THE BCA SECTION J ENERGY RATING REPORT & SHALL BE
CONSTRUCTION IN ACCORDANCE WITH THE STAMPED
PLANS WITHOUT ALTERATION.
CONTRACTOR TO REFER TO THE BCA SECTION J REPORT TO
ENSURE COMPLIANCE WITH THE INSTALLATION OF ALL LIGHTING
ALL LIGHTING SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS, BCA & RELEVANT
AUSTRALIAN STANDARDS
Description
Date
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
FB
EXISTING FIRE EXTINGUISHER INSTALLED AT 1200 ABOVE FFL
(SIGNAGE OVER AT 2000 ABOVE FFL) IN STRICT
ACCORDANCE WITH THE NCC & AS 2444-2001
EXISTING FIRE BLANKET
INSTALLED IN STRICT ACCORDANCE
WITH THE BCA & AS 2444-2001
EXISTING FIRE HOSE REEL
INSTALLED IN STRICT ACCORDANCE
WITH THE BCA & AS 2444-2001
ALL FIRE SERVICE EQUIPMENT TO BE SIGNED IN ACCORDANCE
WITH AS 2444-2001
REFER TO SPECIFICATIONS FOR SIGNAGE DETAILS & LOCATIONS
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
WEATHER PROOF EXTERIOR WALL MOUNTED
FLOODLIGHT COMPLETE WITH MOTION &
DAYLIGHT SENSORS ( CLIPSAL 754HF1/180/300)
2
ELECTRICAL CONTRACTOR
SHALL INSTALL NEW
INDICATOR LAMP OUTSIDE
THE COOLROOM WHICH IS
OPERATED IN COMBINATION
WITH THE LIGHT INSIDE THE
COOLROOM
WATER PROOF SWITCH MOUNTED AT 1000mm ABOVE FLOOR LEVEL
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD11
MCL
As indicated
RBP: DP-AD 18414
Sheet WD11 Of
WD14
12/11/2014 9:16:17 AM
W
EX
I ST
ING
W
L IG
HT
ING
TO
RE
MA
IN
W
2 WAY SWITCH MOUNTED AT 1000mm ABOVE FLOOR LEVEL.
STAIR NOTES:
STAINLESS STEEL UPRIGHT
ALL STEP SIZES & DETAILS IN STRICT ACCORDANCE WITH PART 3.9.1 OF
THE NCC
50 x 50 RED GUM POST SECURELY FIXED AND RIGID
STEP SIZES (OTHER THAN FOR SPIRAL STAIRS) TO BE:
RISERS (R) 190mm MAX & 115mm MIN.
GOING (G) 355mm MAXIMUM & 250mm MINIMUM FOR PUBLIC STAIRWAYS
& 355mm MAXIMUM & 240mm MINIMUM FOR PRIVATE STAIRWAYS
2R + 1G = 700mm MAXIMUM & 550mm MINIMUM
CONSTRUCTED WITH A LESS THAN 125mm GAP TO OPEN TREADS
20mm HARDWOOD DECKING WITH NON-SKID FINISH
DECKING MUST BE FLUSH AS PER AS 1428.1-2009
150
75mm WIDE REDGUM TIMBER
FIXED TO POSTS TO ACT AS
KERBS IN STRICT ACCORDANCE
WITH AS 1428.1-2009
STAINLESS STEEL HANDRAIL TO HAVE NO OBSTRUCTION
TO THE PASSAGE OF A HAND ALONG THE RAIL
RED GUM LINING BOARDS
DURAGAL STEEL FLOORING
SYSTEM IN ACCORDANCE WITH
ENGINEERS DESIGN & DETAIL
MIN. 1200
CLEAR PATH OF TRAVEL
RAMP DETAIL
75mm WIDE REDGUM TIMBER FIXED TO
POSTS TO ACT AS KERBS IN STRICT
ACCORDANCE WITH AS 1428.1-2009
SCALE: 1 : 20
75
CONCRETE BASE TO ENGINEERS
DESIGN & DETAIL
150
150
100
MIN 150mm GROUND
CLEARANCE AS PER NCC
7725 MIN
DURAGAL STEEL FLOORING
SYSTEM IN ACCORDANCE WITH
ENGINEERS DESIGN & DETAIL
CONTINUE REDGUM KERB
CROSS/AROUND LANDING
WHERE POSSIBLE
RAMP 1:14 MAX GRADIENT
RAMP SECTION
TENDER ISSUE
SCALE: 1 : 20
No.
A
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
Description
RAMP AT LEAST 1200 WIDE
Date
10/11/2014
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD12A
MCL
1 : 20
RBP: DP-AD 18414
Sheet WD12AOf
WD14
12/11/2014 9:16:18 AM
1500
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
150
TRANSITION
1000 MIN.
20mm HARDWOOD
DECKING WITH NONSKID FINISH, DECKING
MUST BE FLUSH AS PER
AS 1428.1-2009
75
300
865 - 1000
EXTENDED HANDRAIL 300mm MIN
PARALLEL TO SURFACE BELOW
TRAFFICABLE SURFACE
TO TOP OF HANDRAIL
CONTINUE STAINLESS STEEL HANDRAILS
CROSS/AROUND LANDING WHERE POSSIBLE
TURN HANDRAIL THROUGH A TOTAL
OF 180° OR RETURN FULLY TO
END POST OR WALL FACE
125 x 125 F8 REDGUM POST WITH
125 x 50 F8 TOP RAIL. MIN 1000mm
ABOVE FINISHED FLOOR LEVEL
ABOVE FFL
MIN. 1000
BALUSTRADE NOTES
75mm WIDE REDGUM TIMBER
FIXED TO POSTS TO ACT AS
KERBS IN STRICT ACCORDANCE
WITH AS 1428.1-2009
PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS
1000mm ABOVE THE SURFACE BENEATH LANDINGS, RAMPS
&/OR TREADS. BALUSTRADES (OTHER THAN TENSIONED WIRE
BALUSTRADES) TO BE:
- 1000mm MIN. ABOVE FINISHED SURFACE LEVEL OF
BALCONIES, LANDINGS OR THE LIKE, &
- 1000mm MIN. ABOVE FINISHED SURFACE LEVEL OF STAIR
NOSING OR RAMP, &
- VERTICAL WITH LESS THAN A 125mm MAX. GAP BETWEEN, &
- ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE
BETWEEN 150mm & 760mm ABOVE THE FLOOR MUST NOT
FACILITATE CLIMBING WHERE CHANGES IN LEVEL EXCEEDS
4000mm ABOVE THE SURFACE BENEATH LANDINGS, RAMPS
&/OR TREADS
TOP OF HAND RAILS TO BE MINIMUM 865mm VERTICALLY
ABOVE FINISHED SURFACE OF STAIR NOSING & LANDINGS.
WIRE BALUSTRADE CONSTRUCTION TO COMPLY WITH NCC
2011 VOLUME 2 PART 3.9.2.3 FOR CLASS 1 & 10
BUILDINGS & BCA 2011 VOLUME 1 PART D2.16 FOR OTHER
CLASSES OF BUILDINGS.
ALL BALUSTRADES TO BE IN STRICT ACCORDANCE WITH THE
NCC PART 3.9.2 & AS 1428.1-2009
BALUSTRADE DETAIL
SCALE: 1 : 20
TGSI NOTES
TGSI SHALL BE INSTALL FOR THE FULL WIDTH OF THE PATH OF
TRAVEL IN STRICT ACCORDANCE TO AS/NZS 1428.4.1-2010
TGSI SHALL BE SET BACK 300 ± 10mm FROM THE EDGE OF THE
HAZARD IN STRICT ACCORDANCE TO AS/NZS 1428.4.1-2010
THE BASE SURFACE OF AN INTEGRATED TGSI SHALL BE NOT MORE THAN
3mm ABOVE THE ABUTMENT SURFACE OF THE SURROUNDING FLOOR OR
GROUND SURFACE AND SHALL HAVE ALL EXPOSED EXTERNAL EDGES
CHAMFERED IN STRICT ACCORDANCE TO AS/NZS 1428.4.1-2010
A TGSI SHALL BE SLIP-RESISTANT IN STRICT
ACCORDANCE TO AS/NZS 1428.4.1-2010
TGSI'S SHALL BE LAID SO THAT THERE IS NO LIKELIHOOD OF THE
EDGES LIFTING IN STRICT ACCORDANCE TO AS/NZS 1428.4.1-2010
TGSI SHALL HAVE LUMINANCE-CONTRAST TO THE BASE SURFACE AS FOLLOWS:
i) WHERE THE INTEGRATED TGSI'S ARE OF THE SAME COLOUR AS THE UNDERLYING
SURFACE - NON LESS THAN 30% ACROSS ITS ENTIRE AREA
ii) WHERE DISCREET TGSI'S - NOT LESS THAN 45%
iii) WHERE DISCRETE TGSI'S ARE CONSTRUCTED USING TWO COLOURS OR MATERIALS,
THE RAISED SURFACE SHALL HAVE A SECTION THAT HAS 60% LUMINANCE CONTRAST
FOR A DIAMETER OF 24 mm TO 25mm TESTED AS REQUIRED
TENDER ISSUE
SCALE: 1 : 20
No.
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
Description
Date
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD13
MCL
1 : 20
RBP: DP-AD 18414
Sheet WD13 Of
WD14
12/11/2014 9:16:19 AM
TGSI
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
REFER TO AS 1428.4.1-2010 FOR ALL TGSI REQUIREMENTS &
SPECIFICATIONS CONTRACTOR TO ENSURE TGSI ARE INSTALLED IN
STRICT ACCORDANCE WITH AS 1428.4.1-AS AMENDED
WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZE
MAY VARY ACCORDING TO MANUFACTURER & CONTRACTOR MUST
BE VERIFY ALL SIZES PRIOR TO ORDERING & CONSTRUCTING
2.
CONTRACTOR MUST SEAL & FLASH ALL GAPS & CRACKS AROUND
WINDOW & DOOR FRAMES PRIOR TO FIXING PLASTERBOARD IN
STRICT ACCORDANCE WITH THE NCC, ENERGY RATING
REQUIREMENTS & MANUFACTURERS SPECIFICATION
3.
ALL WINDOWS ARE ASSUMED TO MEET AS2047 (CLAUSE
2.1.3.5) & AS4420.4 ON AIR INFILTRATION. CONTRACTOR TO
CHECK BEFORE ORDERING
4.
DOORS & WINDOWS TO BE HANDLED, FINISHED & INSTALLED IN
ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS
5.
WINDOWS TO BE FITTED WITH SUITABLE MATCHING FLY SCREENS
TO ALL OPEN ABLE SASHES UNLESS STATED OTHERWISE.
6.
ALL OPEN ABLE WINDOWS SHALL HAVE KEYED ALIKE LOCKS
7.
ALL DOOR HARDWARE/FURNITURE SHALL BE LEVER TYPE FITTED
1000mm ABOVE FFL IN ACCORDANCE WITH AS 1428.1-2009 &
THE BCA
8.
ALL DOOR HARDWARE & FURNITURE SHALL BE LEVER TYPE FITTED
1000mm ABOVE FFL IN ACCORDANCE WITH AS 1428.1-2009 &
THE BCA
9.
NO.
10. GLAZING, INCLUDING SAFETY GLAZING, SHALL BE INSTALLED TO A SIZE,
TYPE & THICKNESS SO AS TO COMPLY WITH
-BCA PART 3.6 FOR CLASS 1 & 10 BUILDINGS WITHIN A DESIGN WIND
SPEED OF NOT MORE THAN N3, &;
-NCC 2012 BCA VOL 1 PART B1.4 FOR CLASS 2 TO 9 BUILDINGS
12. ALL DOORWAYS SHALL HAVE A MIN. LUMINANCE CONTRAST OF 30%
PROVIDED BETWEEN-DOOR LEAF & DOOR JAMB;
-DOOR LEAF & ADJACENT WALL;
-ARCHITRAVE & WALL;
-DOOR LEAD & ARCHITRAVE; OR
-DOOR JAMB & ADJACENT WALL
MIN. WIDTH OF AREA OF LUMINANCE CONTRAST SHALL BE 50mm
No.
3-5/ 33 Nish Street, Echuca 3564
566 St Kilda Road, Melbourne 3004
admin@ecotecturedesign.com.au
03 54807884
WIDTH
HALL
1640
3300
3300
02
COUNTER
1500
1500
2400
NO.
ALL DOORS IN A REQUIRED EXIT OR IN A PATH OF TRAVEL TO AN EXIT
MUST BE READILY OPENABLE WITHOUT A KEY. THE DOOR MUST SWING
IN THE DIRECTION OF EGRESS BY A SINGLE DOWNWARD ACTION OR A
PUSHING ON A SINGLE DEVICE
11. SAFETY GLAZING TO BE USED IN THE FOLLOWING CASES:
- WITHIN 500mm VERTICAL OF FLOOR LEVEL
- WITHIN 20mm VERTICAL FROM FLOOR LEVEL &/OR WITHIN 300mm
VERTICAL OF TROUGH & BATH ENCLOSURES
- WITHIN 300mm HORIZONTAL FROM ALL DOORS
LOCATION
01
LOCATION
WIDTH
DOOR SCHEDULE
HEIGHT
DESCRIPTION
01
HALL
5600
2400
02
HALL
870
2400
03
HALL
870
2040
04
STORAGE
1200
1980
05
STORAGE
870
2400
06
COOL ROOM
870
2040
07
COOL ROOM
870
2040
08
DRY STORE
870
2400
09
DRY STORE
870
2040
10
COUNTER
870
2400
11
HALL
5600
2400
LANDING
DRY STORE
3
COOL ROOM
4
5
KITCHEN
STORAGE
6
7
8
9
10
11
COUNTER
SEVERY
STORAGE
HALL
WEST DECK
EAST DECK
Description
7 m² NON-SKID TIMBER DECKING
17 m² COMMERCIAL GRADE VINYL ON WATERPROOF
PARTICLE BOARD UNDER TIMBER FLOOR
12 m² COMMERCIAL GRADE VINYL ON 100mm COOL
ROOM PANEL
29 m² EXISTING VINYL
6 m² COMMERCIAL GRADE VINYL ON WATERPROOF
PARTICLE BOARD UNDER TIMBER FLOOR
8 m² EXISTING TIMBER FLOOR
11 m² EXISTING TIMBER FLOOR
4 m² EXISTING TIMBER FLOOR
116 m² EXISTING TIMBER FLOOR
48 m² NON-SKID TIMBER DECKING
86 m² NON-SKID TIMBER DECKING
Date
GLAZING
AC
BSN
C.1.
CT
D.P.
DW
ECL
EXDP
FB
FE
FHR
FL
GAS
HC
HWS
L.1.
MDB
NCL
P.1.
RB-1
REF
RWH
SNK.1
SSB
TGSI
U=5.5 SHGC=0.69
U=5.5 SHGC=0.69
GLAZING
TIMBER FRAMED MULTI-STACK DOOR AS SELECTED U=5.5 SHGC=0.69
WITH DOOR SEAL
TIMBER FRAMED SOLID CORE DOOR AS SELECTED
WITH KEYED LOCK
TIMBER FRAMED SOLID CORE DOOR AS SELECTED
WITH KEYED LOCK
HOLLOW CORE TIMBER SLIDING DOORS, COMPLETE
WITH TOP TRACKS
TIMBER FRAMED SOLID CORE DOOR AS SELECTED
WITH KEYED LOCK
COOL ROOM DOOR BY COOL ROOM
MANUFACTURER. DOOR MUST BE OPENABLE FROM
INSIDE WITHOUT KEY
COOL ROOM DOOR BY COOL ROOM
MANUFACTURER. DOOR MUST BE OPENABLE FROM
INSIDE WITHOUT KEY
TIMBER FRAMED SOLID CORE DOOR AS SELECTED
WITH KEYED LOCK
TIMBER FRAMED HOLLOW CORE CAVITY SLIDING
DOOR
TIMBER FRAMED HOLLOW CORE DOOR AS
SELECTED
TIMBER FRAMED MULTI-STACK DOOR AS SELECTED U=5.5 SHGC=0.69
WITH DOOR SEAL
ROOM SCHEDULE
NUMBER ROOM NAME AREA
FLOOR FINISH
1
2
TIMBER FRAMED FIXED
WINDOW AS SELECTED
TIMBER FRAMED BI-FOLD
WINDOW AS SELECTED
LEGEND
NAME
AREA ANALYSIS
AREA
PROPOSED INFILL
PROPOSED ADDITION
EXISTING BUILDING
ALTERATIONS & ADDITION
TO
DUMOSA & TOWANINNIE
PUBLIC HALL
PIONEER SETTLEMENT
6
33
178
217
WP-1
EXISTING AIR CONDITIONER UNIT
EXISTING STAINLESS STEEL WALL HUNG BASIN
COLUMN TO ENGINEER'S DESIGN & DETAIL
EXISTING COOK TOP
90 x 90 COLORBOND DOWNPIPE
DISHWASHER SPACE
EXISTING CEILING LEVEL
EXISTING DOWNPIPE
EXISTING FIRE BLANKET
EXISTING FIRE EXTINGUISHER
EXISTING FIRE HOSE REEL
FLOOR LEVEL
EXISTING GAS CYLINDER RELOCATED
EXISTING HOSE COCK RELOCATED
EXISTING HOT WATER SERVICE RELOCATED
LINTEL TO ENGINEER'S DESIGN & DETAIL
EXISTING METER DISTRIBUTION BOARD
NEW EXTENSION CEILING LEVEL
90 x 90 MGP10 POST TO ENGINEERS DESIGN
ROOF BEAM TO ENGINEER'S DESIGN & DETAIL
REFRIGERATOR SPACE
SELECTED RAINWATER HEAD - REFER TO DETAIL
EXISTING STAINLESS STEEL KITCHEN SINK
STAINLESS STEEL BENCH
TACTILE GROUND SURFACE INDICATORS IN
ACCORDANCE WITH AS 1428.1-2001
WALING PLATE TO ENGINEERS DESIGN & DETAIL
SQ'S
m²
m²
m²
m²
1
3
19
23
TENDER ISSUE
\\WIN7-PC\Users\Public\Documents\Drawings\2014-0044 - Dumosa Hall\WD01A.rvt
1.
WINDOW SCHEDULE
HEIGHT HEAD HEIGHT
DESCRIPTION
WORKING DRAWINGS
Project number
Date
Drawn by
Scale
ABN. 58 918 283 483
2014-0044
NOVEMBER 2014
WD14
MCL
1 : 100
RBP: DP-AD 18414
Sheet WD14 Of
WD14
12/11/2014 9:16:20 AM
WINDOW / DOOR NOTES