Post on 03-Nov-2019
SHEET No.
JOB No REV
COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION
493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439
EMAIL design@alliedconsultants.com.auWEB www.alliedconsultants.com.au
DIV OF BRIDBAX PTY LTD. ABN No. 86 082 299 456
DP - AD 274
SHEET SIZE
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21698ALTERATIONS & ADDITIONS
BENDIGO YACHT CLUB
SUNSET DRIVE, EPPALOCK A0KO
APR 15
DRAWING SCHEDULE
No. Sheet Name Rev
A0 Cover & General Notes BA1 Existing Conditions BA2 Proposed Floor Plan BA3 Proposed Elevations BA4 Accessible WC & Elevations BA5 Internal Elevations BA6 Proposed Site Plan BA7 SectionA8 Slab Plan & DetailsA9 Member Schedule & Notes
A10 Bushfire Management Plan A
• ANY DISCREPANCIES OR CONFLICTING NOTATIONS ON THESE DRAWINGS ARE TO BEREFERRED TO THE DESIGNER FOR CLARIFICATION BEFORE PROCEEDING WITH ANYWORK.
• DO NOT SCALE DRAWINGS, FIGURED DIMENSIONS TO TAKE PREFERENCE.
• THE BUILDER SHALL CHECK ALL LEVELS, SOIL CONDITIONS AND DIMENSIONS PRIOR TOCOMMENCEMENT OF ANY WORK.
• ALL WORK TO COMPLY WITH THE CURRENT RELEVANT SAA CODES, BY-LAWS, THENATIONAL CODE COMPLIANCE.
• UNLESS OTHERWISE SPECIFIED, THE TERM BCA SHALL REFER TO NATIONALCONSTRUCTION CODE (Series 2015), BUILDING CODE OF AUSTRALIA VOLUME 1
• GENERALLY COMPLY WITH: AS. 1684 - LIGHT TIMBER FRAMING CODE. AS. 1288 - 1989 - GLASS INSTALLATION CODE. AS. 2870 - 1996 - RESIDENTIAL SLABS AND FOOTINGS CODE. AS. 3700 - BRICKWORK CODE. AS. 1428 – DESIGN FOR ACCESS AND MOBILITY
• STEP SIZES (OTHER THAN SPIRAL STAIRS) TO BE:- TREADS (Goings) 355mm MAX AND 250mm MIN FOR PUBLIC STAIRWAYS AND 355mm MAXIMUM AND 240mm MINIMUM FOR PRIVATE STAIRWAYS,- RISERS 190mm MAX AND 115mm MIN.- 2R + 1G = 700mm MAX AND 550mm MIN.- WITH LESS THAN 125max GAP BETWEEN OPEN TREADS.
IF OPEN TREADS. HANDRAILS 1000mm AT LANDINGS865mm AT STEPS, 125mm BETWEEN RAILS MUSTCOMPLY TO PART 3.9.1. OF BUILDING CODE OF AUSTRALIA.
• ALL TREADS, LANDINGS AND THE LIKE TO HAVE A SLIP-RESISTANT CLASSIFICATION OF P3OR R10 FOR DRY SURFACE CONDITIONS AND P4 OR R11 FOR WET SURFACE CONDITIONS,OR A NOSING STRIP WITH A SLIP-RESISTANCE CLASSIFICATION OF P3 FOR DRY SURFACECONDITIONS AND P4 FOR WET SURFACE CONDITIONS.
• PROVIDE BALUSTRADES WHERE CHANGE IN LEVEL EXCEEDS 1000mm ABOVE THESURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS. BALUSTRADES (other thantensioned wire balustrades) TO BE:- 1000mm MIN ABOVE FINISHED SURFACE LEVEL OF BALCONIES, LANDINGS OR THE LIKE,- 865mm MIN ABOVE FINISHED SURFACE LEVEL OF STAIR NOSING OR RAMP, AND- VERTICAL WITH LESS THAN 125mm GAP BETWEEN, AND- ANY HORIZONTAL ELEMENT WITHIN THE BALUSTRADE BETWEEN 150mm AND 760mmABOVE THE FLOOR MUST NOT FACILITATE CLIMBING WHERE CHANGES IN LEVELEXCEEDS 4000mm ABOVE THE SURFACE BENEATH LANDINGS, RAMPS AND/OR TREADS.
WIRE BALUSTRADE CONSTRUCTION TO COMPLY WITH NCC 2014, BCA Part 3.9.2.3 FORCLASS 1 AND 10 BUILDINGS AND NCC 2014, BCA VOL 1, Part D2.16 FOR OTHER CLASSESOF BUILDINGS.
• TOP OF HANDRAILS TO BE MINIMUM 825mm VERTICALLY ABOVE STAIR NOSINGS ANDFLOOR SURFACE OF RAMPS.
• WATERPROOFING OF WET AREAS TO COMPLY WITH BCA Part F1.7 AND AS. 3740-2010
• THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY ANDGENERAL WATER TIGHTNESS OF ALL NEW AND/OR EXISTING STRUCTURES AND ALLESSENTIAL SERVICES TO BE MAINTAINED DURING ALL WORKS
• CERAMIC WALL TILING TO BE LAYED OVER 6.0mm VILLA BOARD SHEET OR WATER RESISTANT PLASTERBOARD. - TO 300mm ABOVE KITCHEN SINK, HAND BASINS, TROUGHS OR THE LIKE - 800mm ABOVE BASE TO ALL WALLS OF SHOWER ENCLOSURE.
• THE BUILDER SHALL PROVIDE DAMPCOURSE THROUGHOUT ALL NEW WORKS.
• ALL CONTROL JOINTS TO BE IN ACCORDANCE WITH CEMENT AND CONCRETEASSOCIATION TN61. - 7.0M MAX. SPACING FOR CLASS M & H
• BUILDINGS IN MARINE OR OTHER EXPOSURE ENVIRONMENTS SHALL HAVE MASONRYUNITS, MORTAR AND ALL BUILT IN COMPONENTS AND THE LIKE COMPLYING WITH THEDURABILITY REQUIREMENTS OF AS3700-2011 MASONRY STRUCTURES
• IF THE BUILDING IS DEEMED TO BE LOCATED IN AN AREA WHICH IS SUBJECT TO TERMITEINFESTATION, THE BUILDING MUST BE PROTECTED IN ACCORDANCE WITH THEPROVISIONS OF AS 3660.1, SECTION 3.1.3 OF THE B.C.A. 1996
• NOTE: IF FOOTING ARE IN FILLING, ALL FILLING IS TO BE REMOVED DOWN TO AND 150 mmINTO NATURAL UNDISTURBED CLAY SURFACE AND BACKFILLED WITH 15 MPa MASS CONCTO UNDERSIDE OF FOOTINGS
• ALL NEW BRICKWORK IS TO BE ARTICULATED AS PER THE METHOD GIVEN IN CEMENT &CONCRETE ASSOCIATION OF AUSTRALIA PUBLICATION, "ARTICULATED WALLING" -TECHNICAL NOTE 61 OR THE EQUIVALENT.
• PROVIDE CAVITY FLASHING AND WEEP HOLES TO THE EXTERNAL WALLS OF THE BUILDINGAS REQUIRED BY PART 3.3.4 OF THE BUILDING CODE OF AUSTRALIA. THE WEEP HOLESARE TO BE ABOVE THE CAVITY FLASHING AT NOT MORE THAN 1.2 METRES CENTRES.
• PROTECTIVE COATINGS TO STEEL WORK ALL STEEL WORK SHALL HAVE 2 COATS OFALKYD OR GLOSS, OR HOT DIP GALVANIZED 300g/m2, OR LINTELS IN MASONRY WITHIN 1kmFROM COAST 600g/m2
• TREATED TIMBER HAZARD GUIDE. H1 = INSIDE, ABOVE GROUND, DRY H2(LOSP) = INSIDE, ABOVE GROUND, DRY H3 = OUTSIDE, ABOVE GROUND H4 = OUTSIDE, IN GROUND
• C.L. = CEILING LEVEL F.F.L. = FINISHED FLOOR LEVEL
• REFER TO CIVIL ENGINEERS DESIGN AND DETAILS FOR ALL STORMWATER, CAR PARKINGAND DRIVEWAY CONSTRUCTION REQUIREMENTS.
• ALL STORM WATER TO BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE RELEVANTAUTHORITIES' APPROVAL
• STORM AND SURFACE WATER FROM THE BASE OF THE SITE CUT AND FROM THE BASE OF ANY FILLED AREA IS TO BE COLLECTED BY AN APPROVED DRAINAGE SYSTEM AND CONVEYED TO A LEGAL POINT OF DISCHARGE. THE SURFACE OF THE GROUND ADJACENT THE BUILDING IS TO BE GRADED TO FALL 50mm AWAY FROM THE BUILDING OVER A DISTANCE OF 1.0m
• THE BUILDER AND SUBCONTRACTOR SHALL ENSURE THAT ALL STORMWATER DRAINS,SEWER PIPES AND THE LIKE ARE LOCATED AT A SUFFICIENT DISTANCE FROM ANYBUILDINGS FOOTINGS AND/OR SLAB EDGE BEAMS SO AS TO PREVENT GENERAL MOISTUREPENETRATION, DAMPNESS, WEAKENING AND UNDERMININ OF ANY BUILDING AND ITSFOOTING SYSTEM.
• INSTALLATION OF ALL SERVICES SHALL COMPLY WITH THE RESPECTIVE SUPPLYAUTHORITIES REQUIREMENTS
• DOORS FOR EGRESS TO BE READILY OPENABLE IN THE DIRECTION OF EGRESS, BY A SINGLE HANDED DOWNWARD ACTION. THE DOOR FURNITURE IS TO BE LOCATED BETWEEN 900mm AND 1200mm FROM FLOOR LEVEL. ALL DOORS TO ALLOW 850mm CLEAR OPENING WIDTH (MINIMUM WIDTH DOOR 920mm) AND MINIMUM UNOBSTRUCTED HEIGHT OF 2m.
• WINDOW SIZES NOMINATED ARE NOMINAL ONLY. ACTUAL SIZES MAY VARY ACCORDING TOMANUFACTURER. WINDOWS TO BE FLASHED ALL AROUND.
• ALL GLASS TO CONFORM WITH THE BCA AND AS1288-2006. GLAZING AND GLAZING CHANNELS TO MATCH EXISTING.
• SMOKE DETECTORS TO BE INSTALLED AS PER BCA VOL 1 PART E2 AND COMPLY WITH AS 3786 AND AS1670.
• REFER TO FIRE SERVICES DESIGN FOR ALL HYDRANT, HOSE REELS AND EXTINGUISHERDETAILS.
• PORTABLE FIRE EXTINGUISHERS TO COMPLY WITH AS2444-2001. .FIRE INDICES OF MATERIALS, LININGS AND SURFACE FINISHES TO COMPLY
WITH SPECIFICATION C1.10 IN THE BCA 2014.
• ANY SWITCHBOARDS LOCATED IN THE PATH OF TRAVEL TO EXITS MUST BE ENCLOSED INMETAL OR OTHER NON COMBUSTIBLE CONSTRUCTION WITH ANY OPENINGS SUITABLYSEALED AGAINST SMOKE SPREADING FROM THE ENCLOSURE.
• SIGNIFICANT SWITCHBOARDS SHALL BE PROVIDED WITH A 5kg CARBON DIOXIDEENTINGUISHER OR ANOTHER TYPE OF ENTINGUISHER WITH A MINIMUM CLASSIFIFCATIONOF 1A:E AND FITTED WITH A HOSE COMPLETE WITH ENTINGUISHER IDENTIFICATIONSIGNAGE AND SHALL BE LOCATED BETWEEN 2m AND 20m FROM THE SIGNIFICANTSWITCHBOARD
• FIRE HAZARD PROPERTIES OF MATERIALS AND ASSEMBLIES TO COMPLY WITH BCASPECIFICATION C1.10
• SPRINKLERS (if required) TO ALL NEW AREAS IN ACCORDANCE WITH AS2118.1-2006 ANDOTHER RELEVANT CODES.
GENERAL NOTES - COMMERCIAL WORKS
• EMERGENCY LIGHTING TO BE INSTALLED IN ACCORDANCE WITH THE BCA AND TO COMPLY WITH AS2293
“RUNNING MAN” SIGNS MUST BE INSTALLED TO AS2293.3 LATEST VERSION.
• EXIT PATHS WILL NOT BE AFFECTED BY THE PROPOSED ALTERATIONS. ALL PATHS OF TRAVEL TO HAVE MINIMUM 1M WIDTH CLEAR OF ALL PROJECTIONS.
• ARTIFICIAL LIGHTING TO COMPLY WITH AS1680.0-2009..• MECHANICAL VENTILATION OR AIR-CONDITIONING OF ROOOMS TO BE PROVIDED WITH A
SYSTEM COMPLYING WITH AS1668.2 AND AS/NZS 3666.1 AS AMENDED. EXHAUST OUTLETS TOBE LOCATED NO CLOSER THAN 6.0m TO FRESH AIR INLETS.
• THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE BY THE CLIENT OF ALLIEDDESIGN CONSULTANTS ('THE DESIGNER') FOR THE PURPOSE EXPRESSLY NOTIFIED TO THEDESIGNER. ANY OTHER PERSON WHO USES OR RELIES ON THESE PLANS WITHOUT THEDESIGNER'S WRITTEN CONSENT DOES SO AT THEIR OWN RISK AND NO RESPONSIBILITY ISACCEPTED BY THE DESIGNER FOR SUCH USE AND/OR RELIANCE.
• THE APPROVAL BY THIS OFFICE OF SUBSTITUTE MATERIAL, WORK PRACTICE, CARIATION ORTHE LIKE IS NOT AN AUTHORISATION FOR ITS USE OR CONTRACT VARIATION. ANY SAIDVARIATIONS MUST BE ACCEPTED BY ALL PARTIES TO THE AGREEMENT AND WHEREAPPLICABLE THE RELEVANT BUILDING SURVEYOR PRIOR TO IMPLEMENTING THE SAIDVARIATION.
A
B
B
No. Description By DateA Photo's and Management notes DJJ 06/08/15B Revised drawings KO 21/08/15
summ
er
winter
north facing
N 30° E
N 20° W
WE
NS
COMMON ROOM
KIOSK
COMMITTEE
STORE
FEMALE
MALE
TREE
BENCH SEAT
BENCH SEAT
SHOWERS
SHOWERS
URINALSERVICESON WALL
PASSAGE
CO
RRID
OR WC
WC
WCWC
RID
GE
LIN
E
EA
VE
S L
INE
EAVES LINE
EAVES LINE EAVES LINE
EAVES LINE
EA
VE
S L
INE
RIDGE LINE
UPN
ON
-LO
AD
BE
AR
ING
WA
LL
NON-LOADBEARING WALL
SLIDING DOOR TRACKRECESSED INTO FFL
nom
1250
nom900
H/RAIL H/RAIL
WA
LKW
AY
NO
T S
HO
WN
eave
900
eave
900
eave900
1000
BUILDING AREA = 319m2
SHEET No.
JOB No REV
COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION
493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439
EMAIL design@alliedconsultants.com.auWEB www.alliedconsultants.com.au
DIV OF BRIDBAX PTY LTD. ABN No. 86 082 299 456
DP - AD 274
SHEET SIZE
A3FOR:
AT:
SCALEDRAWN BY
SEE PLAN
DATE
PRINT DATE:
B
4/07/2016 8:51:09 AM
21698ALTERATIONS & ADDITIONS
BENDIGO YACHT CLUB
SUNSET DRIVE, EPPALOCK A1KO
APR 15
1 : 1001
Existing Floor Plan
No. Description By DateB Revised drawings KO 21/08/15
A3
2
A3
4
A31
summ
er
winter
north facing
N 30° E
N 20° W
WE
NS
COMMON ROOM
OUTD
OO
RKI
TCHEN
STORE
FEMALE
MALE
EXISTIN
G
TREE TO REMAIN
EX. BENCH SEAT
EX. BENCH SEAT
SH
R
EX.URINAL
EXISTWC
AMBWC
REMOVE & RELOCATEEXISTING WC PAN
KITCHEN
ADDITIONAL BENCH SEATCONSTRUCTED TO MATCHEXISTING BENCH SEAT
ADDITIONAL BENCH SEATCONSTRUCTED TO MATCHEXISTING BENCH SEAT
CP
BD
920
920
720
720
A5
3
4
NEWBENCH& BASIN
UP
A5
1
2
NEWBENCH &BASINS
820
CS
D
REMOVE EXISTING DOORAND PROVIDE NEWCAVITY SLIDING DOOR
EX. DOORS& WINDOWS
EX. DOORS & WINDOWSEX. DOORS EX. WINDOWSEX. WINDOWS
920
CS
D
SHRSHRSHR
SH
R
SH
R
EXISTING EAVES LINE
EXISTING EAVES LINE
EX
IST
ING
RID
GE
LIN
E
EX
IST
ING
EA
VE
S L
INE
EXISTINGEAVES LINE
EXISTING EAVES LINE
EX
IST
ING
EA
VE
S L
INE
EX. OPENINGNEW SERVERYBENCH & OPENING
CREATE STEPLESS SHOWERSWITH FALL 1:60INSTALL NEW PARTITIONSWITH SELECTED FINISHES
EXISTINGRIDGE LINE
PA
NT
RY
A5
5
2050
9014
0090
90700
90
CP
BD
1690
6090
9058
5090
ACC.WC
SLI
DIN
GD
OO
RS
620
620
920
450
CO
RRID
OR
SS
SIN
K
NEW EAVE WITH FASCIA& GUTTERING TO MATCHEXISTING
NE
W E
AV
E L
INE
LINE OF EXISTING EAVETO BE DEMOLISHED
1570 90
BE
NC
H
EXISTING RIDGE LINEEXTENDED OVER NEWADDITIONS (120X35 LVL)
AMBWC
NEW EAVE WITH FASCIA& GUTTERING TO MATCHEXISTING
EXISTING EAVES LINE
nom
900
eave
200 eave
eave
900
1400
750 60
0 be
ncht
op
76090
9017
0090
1100
3605 nom 90 3600
PASSAGE
1A4
BATTEN OUT WALLTO ALLOW FORGRAB RAIL FIXINGS
PAN B
1
A7
FRIDGE
PROVIDE SLIP RESISTANTVINYL FLOORING WITH150mm COVE SKIRTING
PROVIDE SLIPRESISTANT VINYLFLOOR FINISH
PROVIDESLIP RESISTANTFLOOR TILES
PROVIDESLIP RESISTANTFLOOR TILES
PROVIDE SLIP RESISTANTSHEET VINYL TO ADDITIONS
950 CSD
EXIT TRAVEL PATHAPPROX TOTAL 26mFROM ACCESSIBLE WC
fall
1:1
00
fall
1:1
00
fall
1:1
00
fall
1:1
00
fall
1:1
00
fall
1:1
00
CREATE STEPLESS SHOWERSWITH FALL 1:100INSTALL NEW PARTITIONSWITH SELECTED FINISHES
1020
820
EX
NEW DP
NEW
DP
RETAIN EXISTINGCEILING LINING
nomeave 900
NO S
TEP
eave
1250
EXISTING H/RAIL
nom
1281
PROVIDE NEWTACTILE WARNINGINDICATORSWIDTH OF STAIRWAYx 600 DEEP AT TOP ANDBOTTOM OR STAIRS
300
PROVIDE NEWTACTILE WARNINGINDICATORSWIDTH OF STAIRWAYx 600 DEEP AT TOP ANDBOTTOM OR STAIRS
RE
VIS
ED
OO
RS
WIN
G
INSTALL GRABRAILSTO AMBULANT TOILETAND COMPLY WITHFig 53(a) AS1428.1
PROVIDE MIN 1 METRE WIDEWALKWAY AND TO COMPLY WITHAS1428.1 Part 10.2
1000EX.
FAN
NEW
FAN
PROVIDE 2No. FLUOROS, SWITCHESAND GPO'S TO OUTDOOR KITCHENCLIENT TO CONFIRM LOCATIONON SITE
300
300
300
MIN 850mmCLEAR OPENINGTO DOOR
EXIT TRAVEL PATHAPPROX TOTAL 727FROM MALE WC
1800
DOOR TO HAVE A SINGLEHANDED DOWNWARD ACTIONDEVICE WITH ACCESSIBLE USEBTWN 900mm AND 1100mmFROM FFL IN COMPLIANCE WITHBCA D2.21 & PART D3
EXISTING BUILDING AREA = 319m2ADDITIONS = 9.9m2
FIRE EXIT DOORTO COMPLY WITH BCAPART D2.19AND OPERATING LATCHTO COMPLY WITHPART D2.21
LINTEL ABOVE DOORS240x45 MGP10
SHEET No.
JOB No REV
COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION
493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439
EMAIL design@alliedconsultants.com.auWEB www.alliedconsultants.com.au
DIV OF BRIDBAX PTY LTD. ABN No. 86 082 299 456
DP - AD 274
SHEET SIZE
A3FOR:
AT:
SCALEDRAWN BY
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PRINT DATE:
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4/07/2016 8:51:28 AM
21698ALTERATIONS & ADDITIONS
BENDIGO YACHT CLUB
SUNSET DRIVE, EPPALOCK A2KO
APR 15
1 : 1001
Proposed Floor Plan
All existing building, service, etc, dimensions and locations, shouldbe checked & verified by the Builder on-site prior to ordering anymaterials or equipment.
Grade finished surface level away from building 1 in 50 for1000mm minimum to prevent water ponding against building.
No windows included, however amendment to drawings is requiredif this changes.
The building shall be treated against termite attack in accordancewith NCC Vol.2, Part 3.1.3, local Council and/or the BuildingSurveyor.
Smoke detectors are to be installed as per NCC Vol.2, Part 3.7.2and wired direct to the main switchboard.
Waterproofing of all wet areas to Comply with NCC 3.8.1 &AS3740.
BUILDING CLASSIFICATION - 9b
LEGEND
TACTILE WARNING INDICATORS(width of access x 600mm)Comply with AS1428.1
No. Description By DateB Revised drawings KO 21/08/15
NEW ROLLERGARAGE DOORS
NEW METAL FASCIATO MATCH EXISTING
ROOF SLOPE TO ADDITIONSTO MATCH EXISTING(NOM 5º PITCH)
2400
nom
EX
DO
OR
EXISTING EAVES LINETO BE EXTENDED OVERNEW ADDITIONS
EX. METAL DECK ROOFINGWITH METAL FASCIA & GUTTERING
NEW METAL DECKROOFING TO MATCHEXISTING
NEW METAL FASCIA& GUTTERINGTO MATCH EXISTING
CORRUGATEDWALL CLADDINGTO NEW ADDITIONS
2400
nom
CL
1690
200 eave
EX. WINDOW EX. WINDOW EX. WINDOW EX. WINDOWEX.WINDOW
EX.WINDOW
EX.WINDOW
EXISTING BUILDING LINE
3260
nom
CL
EXISTING BUILDING LINE
EXISTING EAVES LINETO BE EXTENDED OVERADDITIONS
NEW METAL FASCIA& GUTTERING TOMATCH EXISTING
CORRUGATED WALLCLADDING TO ADDITIONS
NEW ZINC TRIMDECKROOF SHEETING TOADDITIONS TO MATCHEXISTING
EX. WINDOW
EX.DOORS
EX. WINDOW EX. WINDOW
EX. DOORS& WINDOWS
EXISTING GAL METAL DECKSHEET ROOFING TO REMAIN
EXISTING OPEN STYLEHANDRAIL TO EXTENTSHOWN
SHEET No.
JOB No REV
COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION
493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439
EMAIL design@alliedconsultants.com.auWEB www.alliedconsultants.com.au
DIV OF BRIDBAX PTY LTD. ABN No. 86 082 299 456
DP - AD 274
SHEET SIZE
A3FOR:
AT:
SCALEDRAWN BY
SEE PLAN
DATE
PRINT DATE:
B
4/07/2016 8:51:45 AM
21698ALTERATIONS & ADDITIONS
BENDIGO YACHT CLUB
SUNSET DRIVE, EPPALOCK A3KO
APR 15
1 : 1001
North Elevation
1 : 1002
West Elevation
1 : 1004
East ElevationB
No. Description By DateB Revised drawings KO 21/08/15
850
min
2300
1900
DISABLEDCOMPLIANTTOILET SUITE DISABLED COMPLIANT
WALL BASIN WITH SHELFAND TAPWARE
EXISTING HIGHLIGHTWINDOW TO REMAIN
450
- 46
0 50 -
60
PAN800 (+/-10)
300
min
2700 nom 90
900 nom
903600
9019
4070
min
425
min
450
700 800
DOOR TOHAVE MIN 850mmCLEAR OPENING
950 CSD
CPBD
REFER TO AS.1428.1FOR DDA COMPLIANCEPRECEDENCE TOTAKE PLACE
A4
2
3
4
5
90x45 TIMBER STUDSWITH WR PLASTERBOARDTO INSIDE AND STANDARD P'BDOUTSIDE
530850
1450
GRABRAIL
NEW CAVITY SLIDINGDOOR TO DDA COMPLIANCEREFER Fig 30 AS1428.1INCLUDING SIGNAGE,DOOR HARDWARE AND DOORSNIB
EXISTING BRICK WALLTO REMAIN
DISABLED W
C
ELEVATIONS
BATTEN OUT WALLWITH 90x45 MGP10 TIMBER STUDSAND PROVIDE WATER RESISTANTPLASTERBOARD WITHSELECTED PAINT FINISH
630 nom90
EX.WINDOW
800 (+/-10)
800
- 83
0
min 225
460
- 48
0
max
700
200 - 250
300 max ZONE FORTOILET ROLLDISPENSER
KNEE TOE CLEARANCEREFER ELEVATION BFig 44(a) AS1428.1
800
- 81
0
min
140
0
DDA COMPLIANTGRABRAIL WITHBACKREST TO WC
1800
PROVIDE SLIP-RESISTANT SHEET VINYLFLOORING WITH 150mm COVED SKIRTINGTO PERIMETER OF DISABLED WC
MIR
RO
R
900
max
min
185
0
350 min
800
- 83
0
min 425
MIRROR CENTREDOVER WASHBASIN
PROVIDE CERAMICSPLASHBACK WALL TILES
150
cove
ski
rtin
g
EXISTING CEILING LININGTO REMAIN
920 SLIDING DOORWITH 850 MINOPENINGCLEARANCE
NEW WALL WITH WATER RESISTANTPLASTERBOARD ANDSELECTED FINISH
500 min
1200
min
1350
max
COAT HOOKZONE
460
- 48
0
650 87
5
350-400 backrestZONE FORBACKREST
450 - 460200
NEW WALL WITH WRPLASTERBOARDAND SELECTED FINISH
SHEET No.
JOB No REV
COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION
493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439
EMAIL design@alliedconsultants.com.auWEB www.alliedconsultants.com.au
DIV OF BRIDBAX PTY LTD. ABN No. 86 082 299 456
DP - AD 274
SHEET SIZE
A3FOR:
AT:
SCALEDRAWN BY
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DATE
PRINT DATE:
B
4/07/2016 8:52:33 AM
21698ALTERATIONS & ADDITIONS
BENDIGO YACHT CLUB
SUNSET DRIVE, EPPALOCK A4KO
APR 15
1 : 501
ACCESSIBLE WC 1 : 50
2Int Elev - Accessible-1
1 : 503
Int Elev - Accessible-2 1 : 50
4Int Elev - Accessible-3
1 : 505
Int Elev - Accessible-4
B
No. Description By DateB Revised drawings KO 21/08/15
150
nom
450 bench seat
712
2400
nom
cei
ling
heig
ht
450 85
0
40 n
om b
ench
top
500 benchtop
200
spla
shba
ck
mirror
900 900 900 900
nom 30 partition
200mm APRONTO BENCHTOP
TOILET PARTITIONS WITHSELECTED FINISH ANDDOOR HARDWARE
NEW BENCHTOP WITHSELECTED FINISH ANDINSET BASIN WITH TAPWARE
AMBULANTWC
STEPLESSSHOWER
STEPLESSSHOWER
STEPLESSSHOWER
REMOVE EXISTING RAISED SHOWERBASE AND CREATE STEPLESS SHOWERBASE FOR EACH SHOWERPROVIDE WATERPROOFING IN ACCORDANCEWITH NCC Part 3.8
CEILING LININGTO REMAIN
NEW BENCH SEATINGWITH SELECT FINISH
SHOWERCUBICLE
150
nom
1800
par
titio
n
PROVIDE STEPLESS SHOWERWITH 1:60 FALL INCLUDINGWATERPROOFING
SHRROSE
SHR TAP& SOAP
HOLDER
RETAIN EXISTING BENCH SEATAND PROVIDE ADDITIONALSECTIONS AS PER FLOOR PLANRETAIN EXISTING COAT HOOKS(NOT SHOWN)
900 900 900
nom 30 partition
EX. WC
PROVIDE NEWWALL MOUNTEDBASIN INCLTAPWARE
EXISTINGURINAL TOREMAIN
STEPLESSSHOWER
STEPLESSSHOWER
STEPLESSSHOWER
NEW WALL WITHPLASTERBOARD ANDSELECTED FINISH
NEW TOILET PARTITIONSWITH SELECTED FINISH
150
nom
1800
toi
let p
artit
ion
8601200 nom
REMOVE EXISTING RAISED SHOWERBASE AND CREATE STEPLESS SHOWERBASE FOR EACH SHOWERPROVIDE WATERPROOFING IN ACCORDANCEWITH NCC Part 3.8
mirr
or
850
200
spla
shba
ck
40 n
om b
ench
top
1000
mirr
or10
50
900 1100
2400
nom
cei
ling
heig
ht
SHOWERCUBICLE
150
nom
1800
par
ition
PROVIDE STEPLESS SHOWERWITH 1:60 FALL INCLUDING WATERPROFFING
SELECTEDSPLASHBACKWALL TILES
SELECTED APRON CABINETWORKWITH INSET BASIN & TAPWARE
PROVIDE SELETEDMIRROR
EX. WINDOW
nom
40
benc
htop
kick
plat
e 10
0 n
om
900
RETAIN EXISTINGWALLS
PROVIDE SELECTED S/S SINKWITH TAPWARE
PROVIDE SELECTED BENCHTOP
PROVIDE SELECTED FINISHTO CABINETWORK
adj adj adj adj
PROVIDE SELECTEDBASIN INSET INTOBENCHTOP
nom 3605 KITCHEN
2400
nom
inal
PROVIDE SPLASHBACKCERAMIC WALL TILES
SHEET No.
JOB No REV
COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION
493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439
EMAIL design@alliedconsultants.com.auWEB www.alliedconsultants.com.au
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21698ALTERATIONS & ADDITIONS
BENDIGO YACHT CLUB
SUNSET DRIVE, EPPALOCK A5KO
APR 15
SCALE 1 : 50
Int Elev - Female-11 SCALE 1 : 50
Int Elev - Female-22
SCALE 1 : 50
Int Elev - Male-13
SCALE 1 : 50
Int Elev - Male-24
SCALE 1 : 50
Int Elev - Kitchen-15
B
No. Description By DateB Revised drawings KO 21/08/15
summ
er
winter
north facing
N 30° E
N 20° W
WE
NS
PRO
POSED
AD
DIT
IONS
EXISTIN
G
TREE TO
REMAIN
UP
EXISTINGYACHT CLUB
EXISTINGSHED
EXISTINGSHED
S U N SET D R I V E
WATER FRONTRAMPACCESS
PROVIDE SEALEDDISABLED CARPARKING SPACEAND ACCESS PATHIN ACCORDANCEWITH AS1428
EXISTIN
G
PUMP WELL
EVAPORATIONDAM THIS DIRECTIONREFER TO PAGE A7FOR EXPANDED VIEW
50M from Full Supply Levelof Lake Eppalock and measuredfrom 193.91m AHD Level
SHEET No.
JOB No REV
COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION
493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439
EMAIL design@alliedconsultants.com.auWEB www.alliedconsultants.com.au
DIV OF BRIDBAX PTY LTD. ABN No. 86 082 299 456
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21698ALTERATIONS & ADDITIONS
BENDIGO YACHT CLUB
SUNSET DRIVE, EPPALOCK A6KO
APR 15
B
No. Description By DateB Revised drawings KO 21/08/15
EXISTING ROOF STRUCTURETO REMAIN
NEW TRIM DECK METALROOFING WITH ZINC FINISH
METAL ROOFING BATTENS
RAFTERS - 120X35 LVL
TOP PLATE - 2/90x35 MGP10
LINTEL - REFER TOMEMBER SCHEDULE
NEW MANUAL OPERATEDROLLER DOOR
NEW BENCHTOP AND CABINETWORKPROVIDE NEW S/S SINK INCLUDINGTAPWARE AND CONNECT DRAINAGETO EXISTING SYSTEM
NEW SLAB & FOOTINGREFER TO DETAILS
N.G.L
EXISTING WALLTO REMAIN
EXISTING SLABAND FOOTINGSTO REMAIN
INSTALL CORRUGATEDWALL CLADDINGTO EXTERIOR OFPROPOSED ADDITIONS
PROVIDE NEW SLIP-RESISTANTSHEET VINYL FLOORING TO ADDITIONSINCLUDING 150mm COVE SKIRTING
P'BD WALLLINING WITHSELECT FINISH
SHEET No.
JOB No REV
COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION
493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439
EMAIL design@alliedconsultants.com.auWEB www.alliedconsultants.com.au
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21698ALTERATIONS & ADDITIONS
BENDIGO YACHT CLUB
SUNSET DRIVE, EPPALOCK A7KO
APR 15
1 : 201
Section A-A
CERAMIC SPLASHBACKTILES BEHIND SINK(NOT SHOWN)
PUMP WELL AERIAL PHOTON.T.S
EVAPORATIONDAM
YACHTCLUB
PUMP WELLLOCATION
No. Description By Date
EXISTING SLAB
CUT EXISTING CONCRETE HOBSHOWER BASE AND CREATESTEPLESS SHOWER BASEWITH GRADIENT 1:100 FALL
100mm CONCRETE SLABWITH 1 LAYER SL82 MESHAND 25mm TOP COVER
300
300300
300
300
CUT EXISTING CONCRETE HOBSHOWER BASE AND CREATESTEPLESS SHOWER BASEWITH GRADIENT 1:100 FALL
INTERNAL BEAM DETAIL
COMPACTED SANDFILLING
0.2mm VAPOURBARRIER
3-L8 TM
300>50 >50
300
min
dep
th
100
SL72 MESH 25 mmTOP COVER
SCALE 1:5
0.2mm VAPOUR BARRIERNO SERVICES TO BE
FOOTING THAN THIS LINELOCATED CLOSER TO THE
45.0° 300
SAND FILLINGCOMPACTED
SL72 MESH 25 mm TOP COVER
15
0 m
in
LEVELGROUND
30
0 m
in d
epth
10
0
3-L8 TM
EDGE BEAM DETAILSCALE 1:5
SHEET No.
JOB No REV
COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION
493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439
EMAIL design@alliedconsultants.com.auWEB www.alliedconsultants.com.au
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21698ALTERATIONS & ADDITIONS
BENDIGO YACHT CLUB
SUNSET DRIVE, EPPALOCK A8KO
APR 15
1 : 501
Slab Plan
SOIL CLASSIFICATION 'S'
No. Description By Date
summer
winter
north facing
N 3
0° E
N 20° W
W
E
N
S
EXISTING TREETO REMAIN
UP
EXISTINGYACHT CLUBEXISTING
SHED
WATER FRONTRAMPACCESS
UP
SLO
PE
UPSLOPE& FLAT
DO
WN
SLO
PE
5° T
O 1
0°
DOWN SLOPE0° TO 5°
SUNSET DRIVE
37m DEFENDABLE SPACE
24m DEFENDABLE SPACE
29m
DE
FE
ND
AB
LE S
PA
CE
24m
DE
FE
ND
AB
LE S
PA
CE
WOODLANDSVEGETATION
WOODLANDSVEGETATION
WOODLANDSVEGETATION
GRASSLANDVEGETATION
10,000 Ltr Tank
3.5m D
RIVEW
AY
PROPOSED ADDITION6.09m x 1.69m UNDER
EXISTING EAVE
PHOTO 1
PHOTO 2
PHOTO 3
SHEET No.
JOB No REV
COPYRIGHTTHIS DRAWING IS THE PROPERTY OF ALLIED DESIGN CONSULTANTSAND MAY NOT BE USED OR COPIED WITHOUT EXPRESS PERMISSION
493 HARGREAVES ST, BENDIGO. 3550PHONE (03)5441 4000FAX (03)5441 1439
EMAIL design@alliedconsultants.com.auWEB www.alliedconsultants.com.au
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21698ALTERATIONS & ADDITIONS
BENDIGO YACHT CLUB
SUNSET DRIVE, EPPALOCK A10DJJ
APR 15
Bushfire Managemnt Plan1
Defendable space managementDefendable space from the proposed building of 24m to the north & east, 37m to the South,and 29m to the West where vegetation (and other flammable materials) will be modified andmanaged in accordance with the following requirements;
• Grass will be short cropped and maintained during the declared fire danger period.• All leaves and vegetation debris will be removed at regular intervals during the declared
fire danger period.• Within 10 metres of a building, flammable objects will not be located close to the
vulnerable parts of the building.• Plants greater than 10 centimetres in height will not be placed within 3m of a window or
glass feature of the building.• Shrubs will not be located under the canopy of trees.• Individual and clumps of shrubs will not exceed 5 sq. metres in area and must be
separated by at least 5 metres.• Trees will not overhang or touch any elements of the building.• The canopy of trees will be separated by at least 5 metres.• There will be a clearance of at least 2 metres between the lowest tree branches and
ground level.• Trees canopy's will be trimed annualy to comply with 5m seperation.• Trees don't overhand building and will be trimed annualy before each fire danger period.
Water supply for fire fighting purposesShow 10,000L of effective water supply for fire fighting purposes which will meet thefollowing requirements:
• Is stored in an above ground water tank constructed of concrete or metal.• All fixed above-ground water pipes and fittings required for fire fighting purposes
must be made of corrosive resistant metal.• Incorporate a ball or gate valve (British Standard Pipe (BSP) 65mm and coupling
(64mm CFA 3 thread per inch male fitting).• The outlet of the water tank will be within 4m of the accessway and be
unobstructed.• Be readily identifiable from the building or appropriate identification signage to the
satisfaction of the CFA must be provided.• Any pipework and fittings will be a minimum of 65mm (excluding the CFA
coupling).
1. BAL – 19 Construction requirements:
a. Sub floor supports: No special construction requirements.b. Floors: No special construction requirements.c. External walls:
Non-combustible material.
Parts less than 400 mm above ground or decks etc to be of non-combustiblematerial, 6 mm fibre cement clad or bushfire resistant/naturally fire resistanttimber
All joints in the external surface material of walls shall be covered, sealed,overlapped, backed or butt-jointed to prevent gaps greater than 3 mm.Vents and weepholes in external walls shall be screened with a mesh with amaximum aperture of 2 mm, made of corrosion-resistant steel, bronze oraluminium, except where the vents and weepholes are less than 3 mm (seeClause 3.6), or are located in an external wall of a subfloor space.
d. External windows:Protected by bushfire shutter, completely screened with steel, bronze oraluminium mesh or 5 mm toughened glass or glass blocks within 400 mm ofground, deck etc. Openable portion metal screened with frame of metal ormetal reinforced PVC-U or bushfire resisting timber.
e. External doors:Protected by bushfire shutter, or screened with steel, bronze or aluminiummesh or glazed with 5 mm toughened glass, non-combustible or 35 mm solidtimber for 400 mm above threshold, metal or bushfire resisting timber framedfor 400 mm above ground, decking, etc, tight-fitting with weather strips atbase
f. Roofs:Non-combustible covering. Roof/wall junction sealed. Openings fitted withnon-combustible ember guards. Roof to be fully sarked
g. Verandas / decks etc:Enclosed sub-floor space – no special requirement for materials except within 400 mm of ground. No special requirements for supports or framing.Decking to be non-combustible or bushfire resistant within 300 mmhorizontally and 400 mm vertically from a glazed element
2. For more detailed options refer to Section 5 of AS3959-2009.
Access designed to accommodate CFA access• Curves will have a minimum inner radius of 10m.• The average grade will be no more than 1 in 7 (14.4 per cent)
(8.1 degrees) with a maximum of no more than 1 in 5 (20 percent) (11.3 degrees) for no more than 50m.
• Dips will have no more than a 1 in 8 (12.5 per cent) (7.1degrees) entry and exit angle.
• Will have a minimum trafficable width of 3.5m and be clear ofencroachments for at least 0.5m on each side and 4m above theaccessway.
• Will be clear of encroachments for at least 0.5m on each sideand 4m above the accessway.
No. Description By DateA Photo's and Management notes DJJ 06/08/15