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DEVELOPMENT APPLICATION
D-2019/001065
APPLICANT: Maveric Builders Pty Ltd
PROPOSAL: Dwelling
LOCATION: 37 Jardinelle Road, ROKEBY
RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015
ADVERTISING EXPIRY DATE: 22 July 2019
In addition to the Application Form(s), Certificate of Title(s) and any associated
consent documents the following information is available on request:
• Nil
The relevant plans and documents can be inspected at the Council offices, 38 Bligh
Street, Rosny Park, during normal office hours until 22 July 2019.
Any person may make representations about the application to the General
Manager, by writing to PO Box 96, Rosny Park, 7018 or by electronic mail to
[email protected]. Representations must be received by Council on or before
22 July 2019.
To enable Council to contact you if necessary, would you please also include a day
time contact number in any correspondence you may forward.
Any personal information submitted is covered by Council’s privacy policy, available
at www.ccc.tas.gov.au or at the Council offices.
DRAWING NUMBER
A00 COVER PAGEA01 SITE PLANA02 DRAINAGE PLANA03 FLOOR PLANA04 ROOF PLANA05 SECTIONA06 ELEVATIONSA07 ELECTRICAL PLANA08 SETOUT PLANA09 SOIL & WASTE MANAGEMENT PLANA10 BAL PLAN
COMPLIANCE NUMBER:
B01 STAIR NOTESB02 BALUSTRADE NOTESB03 WET AREA NOTESB04 GENERAL SPEC NOTES
PROPOSED DWELLING37 JARDINELLE ROAD, ROKEBY
176293/618
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14 Mertonvale Circuit, [email protected]
6229 1430
37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE COVER PAGE
A00
NA
14/01/2019
Job Number:J1886
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE SITE PLAN
A01
1:200
03/07/2019
14 Mertonvale Circuit, [email protected]
6229 1430
5
9
°
1
3
'2
0
"
4
4
.
4
9
5
9
°
1
3
'2
0
"
4
4
.
4
9
1
5
6
°
2
5
'
4
.7
0
92°02' 26.99
6
4
°
4
9
'
9
.
8
2
1°09'
23.85
Peg 33.63
Peg 34.47
Peg 38.26
Peg 38.15
²
3
4
3
5
3
6
3
7
3
8
3
5
3
6
3
7
IMPORTANT NOTE
At the time of survey subdivision construction
works had not been completed.
James McEldowney Surveying accepts no
responsibility for alterations which occur to the
features and levels shown hereon subsequent
to time of survey. Do not remove this note from
this or subsequent plans.
R11.0 Waterway & Coastal ProtectionBuffer Area
SITE AREA 591m2
TOTAL ROOF AREA 124.16m2
SITE COVERED BY ROOFED AREA 21%CONCRETE DRIVEWAY 65.2m2
CONCRETE DRIVEWAYgradient 1:12
1
2
5
5
1
1
5
0
0
4254
PROPOSED DWELLINGFFL 36.45
Clothesline
Letterbox
NOTE -Treated pine fence 1500H to all boundaries, bar road.All fencing to meet Clause 10.4.7 A1
DECK
Driveway crossovershown in this locationon developmentsurveyed plan
35
00
1
0
4
9
5VERA
NDAH
Site cut at 36.00Spread excess spoil over site.
5540
3655 from coastal protection
R01 21/06/2019 Add location of Privacy Screens for Living/Dining room
Location of privacy screens as perClause 10.4.6.
1
0
0
0
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE DRAINAGE PLAN
A02
1:100
17/01/2019
14 Mertonvale Circuit, [email protected]
6229 1430
NOTE -Location of drainage pipes indication only of type anddirection.Contractor to verify the location of drainage pipeswithin existing boundary of site.
Gutters & Downpipes to comply with BCApart 3.5.2
PLUMBER TO CONFIRM ALL DETAILS ONSITE PRIOR TO COMMENCING ANY WORKAND BE INSPECTED AND APPROVED BY AQUALIFIED ENGINEER.
DRAINAGE LEGEND
1 WC - 100mm2 HANDBASIN - 40mm3 SHOWER - 50mm4 BATH - 40mm5 LAUNDRY TROUGH - 50mm6 WASHING MACHINE7 KITCHEN SINK - 50mm8 VENT - 50mm9 TAP CHARGED ORG min 150mm below FFL10 RAINWATER PIPE11 INSPECTION OPENING TO GROUND LEVEL - 100mm12 DOWNPIPE - 75 / 90mm13 300mm GRATED PIT14 SPREADER PIPE - 75/90mm15 300mm grated pit with grated drain16 Dishwasher
Pervious backfill
Crushed rock
AG DRAIN DETAILNot to scale
Geotextile filter
Embankment
All materials and construction to comply withAS/NZS3500,3,2,:2003 and to be inspectedand approved by a qualified engineer.
Ag. drain @min. 1% gradient
82
0
820 21-4
5 Sta
cker
HWS
12 12
12
1212
2
2
4
3
3
1
1
71665
89
11100 dia.UPVC to approved onsite
council SW connection point
100 dia.UPVC to approved onsite
council sewer connection point
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE FLOOR PLAN
A03
1:100
21/06/2019
14 Mertonvale Circuit, [email protected]
6229 1430
Key - Wet areasTiles to be selected by ownerAll wet areas need to be coveredwith a waterproof membrane inaccordance with AS 3740
FLOOR AREA 124.16m2
DECK AREA 24m2
A
01
A
01
BED 3
BED 2BED 1
KITCHEN
LIVING/DININGFFL 36.45
BATHWC
L'DRY
ENTRY
ens
DECKFFL 36.42
AW2124
AW12
18
AW1006
AW1006
AW18
06AW
1806
300020003800 510 6500
820
820
WIR
AW1518AW1518
820
82
0
10-15AW
82
0
82
0
82
0
820
AW1006AW1806 AW1806
21-4
5 Sta
cker
13650
3900170090018005103000
24
00
91
01
00
09
10
20
00
17
10
12
00
10
00
44
90
75
80
80
80
34
00
10
00
30
00
20
50
12
60
10
00
30
00
34
00
39
00
41
80
2520 14150 3000
72
0 C
.S
.D
72
0 C
.S
.D
72
0 C
.S
.DP'TRY
1300
STORE
AW2106 AW2106
Cantilevered Eaves
VERANDAH
900
x
900
900
x
1150
900 Shower screen
750
900
1675 hobbed bath
TR
WM
FR
16670
Min. 1700h Privacy Screens
To be completed by owner
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE ROOF PLAN
A04
1:100
17/01/2019
14 Mertonvale Circuit, [email protected]
6229 1430
All roof areas shown are indicative onlyand not to be used for any other purpose
ROOFWATER DRAINAGERefer to Part 3.5.2 BCA Gutters and Downpipes for more details
Rainfall intensity (Hobart) - eaves gutters - 85ml/hour (1 in 20 years)- valley/box gutters - 155ml/hour (1 in 100 years)
Size of downpipes (max.12m spacings) - 75mm dia. min.Size of eaves gutter (min 1:500 fall) - 115D min.Size of box gutter (min 1:100 fall), not more than 12.5 % pitch.Valley gutters - 400mm min.width not less than 150mm roof covering overhang eachside of the gutter or not more than 12.5 % - must be designed as a box gutter.
Number of downpipes required - 5 minimum
*DP denotes Downpipe*SP denotes Spreader to lower roof*All RH's (rainwater heads) to be fitted with overflow protectorsand to be set 25mm below freeboard of box gutter for additionalprotection Min. dimensions 400 width x 150 length x100 depth
ROOF A: 175.9m²
KEY:denotes roofing area
denotes down pipe
denotes direction of fall
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE SECTION
A05
1:50
21/01/2019
14 Mertonvale Circuit, [email protected]
6229 1430
ROOF VENTILATION -As per recommended by qualified Contractorin accordance with Manufacturers instructions
AScale 1:50SECTION
01
NGL
Colorbond roof at 22.5° pitch on 75 x 38 F8hardwood battens @ 900 centres. Timber engineered
trusses at 900 centres. Sisalation under roof, R4.0ceiling insulation, 450 wide eaves, 4.5mm cement
sheet soffit lining. Plasterboard ceiling on metalbattens @ 450 centres.
FCL
FFL 36.45
Timber floor structure throughoutwith R2.0 insulation. Refer floor plan
and engineers details.
Concrete strip footing and piers.Refer engineers details.
Brick veneer construction,sisalation around frame.
Selected cement sheet claddingabove brickwork on gable ends.
R2.0 insulation to external walls,plasterboard lining to internal
walls & ceiling.
TP landing, posts,balustrade and stairs.
24
00
60
08
m
ax. h
eig
ht o
f d
we
llin
g
450
max. eaves overhang
LIVING/DININGKITCHEN ENTRY
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE ELEVATIONS
A06
1:100
03/07/2019
14 Mertonvale Circuit, [email protected]
6229 1430
NOTE: Vertical Articulation joints only provided in unreinforced masonry walls except walls builtwhere the site soil classification is S or A. (Refer to Engineers report for details).
South East Elevation
North West Elevation
North East Elevation
South East Elevation
Colorbond roof@ 22.5° pitch
Colorbond Fascia & gutter
Selected Aluminiumframed double glazed
windows & sliding doors
Selected cement sheet
cladding above brickwork
on gable ends
Selected cement sheet
cladding above brickwork
on gable ends
ffl 36.45
fcl
ffl 36.45
fcl
Deck ffl 36.42
24
00
60
08
m
ax. h
eig
ht o
f d
we
llin
g
24
00
60
08
m
ax. h
eig
ht o
f d
we
llin
g
NGL
NGL
450
max. eaves overhang
450
450
450
max. eaves overhang
Brick vaneer -
Colour: TBC
Brick vaneer -
Colour: TBC
Treated pine steps181mm rise, 240mm going
Colorbond roof@ 22.5° pitch
Colorbond Fascia & gutter
Selected Aluminiumframed double glazed
windows & sliding doors
Treated pine steps
181mm rise, 240 going
TP 90x90 Posts TP deck, posts,balustrade and stairs.
TP deck, posts,balustrade and stairs.
Sub-floor access
Privacy screen
min. 1700h
max.25% visibility
To be completed
by owner.
95
9
45
0
R01 21/06/2019 Window update for NorthWest Elevation
Windows to Living & Dining roomsto be screened using TP with no more
than 25% transparency.Screen height min. 1700h from FFL
TP Privacy screen to
Living & Dining rooms
as per Clause 10.4.6 A2
TP Privacy screen to
Living & Dining rooms
as per Clause 10.4.6 A2
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE ELECTRICAL PLAN
A07
1:100
23/01/2019
14 Mertonvale Circuit, [email protected]
6229 1430
FLOOR MOUNT LIGHT
WALL MOUNT LIGHT
LIGHT BATTEN HOLDER
DOWNLIGHT (LED)
DOUBLE FLUORESCENT TUBE
LIGHT SWITCH
LIGHT SWITCH WITH DIMMER
SINGLE GPO
DOUBLE GPO
EXHAUST FAN
LIGHT / HEAT / EXHAUST
SMOKE DETECTOR
WALL MOUNTED AIR CONDITIONER
PANEL HEATER
TELEVISION POINT
PHONE POINT / NBN
TWIN ADJUSTABLE SPOTLIGHT FITTING
SENSOR LIGHT
METER BOX
EXTERNAL GPO
T
P
E
SD
MB
82
0
820
820
21-4
5 Sta
cker
72
0 C
.S
.D
72
0 C
.S
.D
820
72
0 C
.S
.D
82
0
82
0
82
0
820
SD
E
P/NBN
TT
HWS
MBE
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE SETOUT PLAN
A08
1:100
14/01/2019
14 Mertonvale Circuit, [email protected]
6229 1430
39
00
41
80
141502520
16670
80
80
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE SOIL & WASTE MANAGEMENT PLAN
A09
1:200
21/01/2019
14 Mertonvale Circuit, [email protected]
6229 1430
5
9
°
1
3
'2
0
"
4
4
.
4
9
5
9
°
1
3
'2
0
"
4
4
.
4
9
1
5
6
°
2
5
'
4
.7
0
92°02' 26.99
6
4
°
4
9
'
9
.
8
2
1°09'
23.85
Peg 33.63
Peg 34.47
Peg 38.26
Peg 38.15
²
3
4
3
5
3
6
3
7
3
8
3
5
3
6
3
7
IMPORTANT NOTE
At the time of survey subdivision construction
works had not been completed.
James McEldowney Surveying accepts no
responsibility for alterations which occur to the
features and levels shown hereon subsequent
to time of survey. Do not remove this note from
this or subsequent plans.
R11.0 Waterway & Coastal ProtectionBuffer Area
1
2
5
5
1
1
5
0
0
4254
PROPOSED DWELLINGFFL 36.45
Letterbox
DECK
Driveway crossovershown in this locationon developmentsurveyed plan
3500
1
0
4
9
5VERA
NDAH
Excavated topsoil andretained grass vegetation
Sediment control barrier
Materials storage area,to be made good oncompletion of project.
Temporary hardstand location
Temporary shakedown humpto prevent site sediment fromreaching and contaminatinglocal road.
Site contamination protocols:Disturbance of the site beyond the construction area is tobe kept to a minimum. Contractors and visitors to site areto avoid disturbing, driving, or walking beyond the worksite.All footwear, tools, plant and equipment is to be cleaned ofall mud, soil and debris prior to departure from the site.Additional water to be supplied on site by the principalcontractor for cleaning purposes.
Temporary driveway hardstand to be formed atcommencement of construction.Hardstand to be compacted and shaped to divert wateraway from building site.All access to site to be restricted to designated accessarea.
Note:Existing grass vegetation and all excavated topsoilremoved as part of the development, will be retained onsite for re-use at completion of works.
5540
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE BAL PLAN
A10
1:1000
21/01/2019
14 Mertonvale Circuit, [email protected]
6229 1430
The Bushfire Attack Level for this sitehas been catagorised as
BAL - NAIn accordance with AS 3959-2009
"Construction of buildings in bushfireprone areas".
BAL Report completed by Hobart BuildingAssessment Services
5
9
°
1
3
'2
0
"
4
4
.
4
9
5
9
°
1
3
'2
0
"
4
4
.
4
9
1
5
6
°
2
5
'
4
.
7
0
92°02'26.99
6
4
°
4
9
'
9
.
8
2
1°09'
23.85
Peg 33.63
Peg 34.47
Peg 38.26
Peg 38.15
3
4
3
5
3
6
3
7
3
8
3
5
3
6
3
7
R11.0 Waterway &Coastal ProtectionBuffer Area
CONCRETE DRIVEWAYgradient 1:12
1
2
5
5
1
1
5
0
0
4254
9
4
9
2
PROPOSED DWELLINGFFL 36.45
Clothesline
Letterbox
DECK
Driveway crossovershown in this locationon developmentsurveyed plan
3500
1
0
4
9
5VERA
NDAH
100.00
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE BCA STAIR NOTES
B01
NA
14/01/2019
1000
190
240
Stringer
Tread to be fixedwith screws
Routed slot(nominal 10mm)
60 x 38 Cleat(Refer screw fixing tablefor fixing details)
Tread to fixedwith screws
Stringer
TREAD TO STRINGER FIXING OPTIONS
2000crs max.
Decking
Joists
Bearer
Timber dock, Stairs andstructure - refer to details
Min.
Max
125mm sphere mustnot pass through
tread & balustrade
Wire handrails as per clause 3.9.2.3 of N.C.C.stair balustrade min. 865mm above nose of stair tread.
STRINGER TO WALL FIXING
INTERNAL -
EXTERNAL -
14G 75mm bugle screwsinto wall studs
M12 masonry anchors intomasonry at 600 crs.
SCREW FIXING TABLE
STAIR WIDTH (mm)
750 1000 1200 1500 1800
SCREW TYPE / NUMBER
3#10 3#10 3#10 3#12 3#12
TIMBER DECKING SPECIFICATIONS
TIMBER TYPE THICKNESS (mm)RECOMMENDED
MAXIMUM JOIST SPACING (mm)
500
400
500
400
500
90
22 Dressed
19 Swan (25 actualthickness)
21
25Cypress
Treated Pine
Kwila, Jarrah,other hardwoods
TIMBER STAIR TREADS
BOLTS FOR BEARER TO STUMP / POSTS CONNECTIONS
19mm THICK DECKING BOARD FIXING REQUIREMENTS
TIMBER TYPE
STAIR WIDTH
750 1000 1200 1500 1800
RECOMENDED THICKNESS OF TREAD (mm)
45
45 45 45
50 55 65
55 60
80
Jarrah,other hardwoods
Treated Pine,Cypress
MAXIMUM ALLOWABLE DECK AREA SUPPORTEDPER BOLT (m²) - REFER NOTES
BOLTTYPE
Seasoned Hardwood (F17)Min. timber thickness: 35mm
Treated Pine (F5)Min. timber thickness: 35mm
Bearer to oneside only(fig. 18)
SpacedBearer
(fig. 19)
Bearer to oneside only(fig. 18)
SpacedBearer
(fig. 19)
M10
M12
M16
M20
1.0
1.3
1.7
2.1 3.4
2.7
2.0
1.7 0.8
1.0
1.2
1.5 2.5
2.0
1.5
1.3
DECKINGSPECIES
JOISTSPECIES
NAILING
Machine Driven Hand Driven
Hardwood,Cypress
SeasonedTreated Pine
Hardwood, Cypress
SeasonedTreated Pine, Oregon
Hardwood, Cypress
SeasonedTreated Pine, Oregon
50 x 2.5 Flat Head 50 x 2.5 Flat Head
50 x 2.5 DSFlat head
50 x 2.5 DSFlat head
50 x 2.5 DSFlat head
50 x 2.5 DSFlat head
65 x 2.5 DSFlat head
50 x 2.5 Flat Head 50 x 2.5 Flat Head
65 x 2.5 DSFlat head
65 x 2.5 DSFlat head
65 x 2.5 DSFlat head
NOTES:DS - Deformed shank
1. Nails to be hot dipped glavanised or stainless steel(mechanical galvanised plated not recommended).
2. In areas subjected to extreme wetting and dryingconditions (e.g. around swimming pools),consideration should be given to increasing the naildiameter and/or length.
3. Dome head nails may be used in lieu of flat head nails.
14 Mertonvale Circuit, [email protected]
6229 1430
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE BCA BALUSTRADE NOTES
B02
NA
14/01/2019
14 Mertonvale Circuit, [email protected]
6229 1430
1000
100
STEEL38x25x1.6 RHS rails & end verticalsEnd verticals fixed to posts with 3-M8 s/s screwsBalusters 19x19x1.2 RHS at 110 crsAll members powdercoated
bearer
40x40x1.6 uprights at 2400 crs carried down besidejoist and through bolted with 2-M10 S/S bolts
2400mm max.crs.
decking
125mm max.
1000
100
TIMBER90x45 F5 TRP top / bottom rails housed into postsIntermediate newell posts 90x90 F5 TRPBalusters 42x35 screwed to rails (1-No 8 Class 3 t&b)Alternative balusters 70x19 F5 TRP housed and screwed(2-No 8 Class 3 t&b) into pre-formed handrail and bottom railAll balusters max aperture of 125mm
bearer
refer to engineer detail
2000mm max.crs.
decking
125mm max.
1000
GLASSProprietary glass balustrade and support systemto relevant Australian Standards.
decking
* WIRE HANDRAILS AS PER CLAUSE 3.9.2.3 OF BCA* STAIR BALUSTRADES MIN 865mm ABOVE NOSE OF STAIR TREAD
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J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE WET AREA NOTES
B03
NA
14/01/2019
Enclosed shower with hob.
Vessels or area wherethe fixture is installed
Floors & horizontalsurfaces
Walls Wall junctions &joints
Penetrations
Waterproof entire enclosedshower area, including hob.
Waterproof to not less than150mm above the showerfloor substrate or not lessthan 25mm above themaximum retained waterlevel which ever is thegreater with the remainderbeing water resistant to aheight of not less than1800mm above the finishedfloor level.
Waterproof all penetrations.
Enclosed shower withouthob.
Waterproof entire enclosedshower area, includingwaterstop.
Waterproof to not less than150mm above the showerfloor substrate with theremainder being waterresistant to a height of notless than 1800mm abovethe finished floor level.
Waterproof internal andexternal corners andhorizontal joints withinheight of 1800mm abovethe floor level with not lessthan 40mm width eitherside of the junction.
Waterproof internal andexternal corners andhorizontal joints within aheight of 1800mm abovethe floor level with not lessthan 40mm width eitherside of the junction.
Waterproof all penetrations.
Enclosed shower with stepdown.
Waterproof entire enclosedshower area, including thestep down.
Waterproof to not less than150mm above the showerfloor substrate or not lessthan 25mm above themaximum retained waterlevel which ever is thegreater with the remainderbeing water resistant to aheight of not less than1800mm above the finishedfloor level.
Waterproof internal andexternal corners andhorizontal joints within aheight of 1800mm abovethe floor level with not lessthan 40mm width eitherside of the junction.
Waterproof all penetrations.
Enclosed shower withpreformed shower base.
N/A Water resistant to a heightof not less than 1800mmabove finished floor level.
Waterproof internal andexternal corners andhorizontal joints within aheight of 1800mm abovethe floor level with not lessthan 40mm width eitherside of junction.
Waterproof all penetrations.
Unenclosed shower. Waterproof entire enclosedshower area.
Waterproof to not less than150mm above the showerfloor substrate or not lessthan 25mm above themaximum retained waterlevel which ever is thegreater with the remainderbeing water resistant to aheight of not less than1800mm above the finishedfloor level.
Waterproof internal andexternal corners andhorizontal joints within aheight of 1800mm abovethe floor level with not lessthan 40mm width eitherside of the junction.
Waterproof all penetrations.
Areas outside the showerarea for concrete andcompressed fibre cementsheet flooring.
Water resistant to entirefloor.
N/A Waterproof all wall / floorjunctions. Where a flashingis used the horizontal legmust be not less than40mm.
N/A N/A
N/A
Waterproof all wall / floorjunctions. Where a flashingis used the horizontal legmust be not less than40mm.
Waterproof entire floor.Areas outside the showerarea for timber floorsincluding particleboard,plywood, and other timberbased flooring materials.
Vessels or area wherethe fixture is installed
Floors & horizontalsurfaces
Walls Wall junctions &joints
Penetrations
Areas adjacent to baths andspas for concrete andcompressed fibre cement.
Water resistant to entirefloor.
Water resistant to a heightof not less than 150mmabove the vessel andexposed surfaces below thevessel lip to the floor.
Waterproof edges of thevessel and junction of bathenclosure with floor. Wherethe lip of the bath issupported by a horizontalsurface, this must bewaterproof for showers overbath and water resistant forall other cases.
Waterproof all tap and spoutpenetrations where theyoccur in a horizontal surface.
Areas adjacent to baths andspas (see note 1) for timberfloors includingparticleboard, plywood andother timber based flooringmaterials.
Waterproof entire floor. Water resistant to a heightof not less than 150mmabove the vessel andexposed surfaces below thevessel lip to the floor.
Waterproof edges of thevessel and junction of bathenclosure with floor. Wherethe lip of the bath issupported by a horizontalsurface, this must bewaterproof for showers overbath and water resistant forall other cases.
Waterproof all tap and spoutpenetrations where theyoccur in a horizontal surface.
Inserted baths. N/A for under bath.Waterproof entire shelf area,incorporating waterstopunder the bath lip andproject not less than 5mmabove the tile surface.
N/A for wall under bath.Waterproof to not less than150mm above the vessel ifthe vessel is within 75mmof the wall.
N/A for under bath. Waterproof all tap and spoutpenetrations where theyoccur in a horizontal surface.
Walls adjoining othervessels (eg. sinks, l'dry,tubs and basins).
N/A Water resistant to a heightof not less than 150mmabove the vessel if thevessel is within 75mm ofthe wall.
Where the vessel is fixed toa wall, waterproof edges forextent of vessel.
Waterproof all tap and spoutpenetrations where theyoccur in a horizontal surface.
Laundries and WC's Water resistant to entirefloor.
Waterproof all wall / floorjunctions to not less than25mm above the finishedfloor level, sealed to floor.
Waterproof all wall / floorjunctions. Where flashing isused the horizontal leg mustbe not less than 40mm.
N/A
NOTES:1. If a shower is included above a bath, refer to the
requirements for shower and wall penetrations.2. N/A means not applicable.3. Certification to be provided to the building surveyor.4. Contractor or builder to determine the appropriate
waterproofing in accordance with AS3740, Part 3.8.1and Table 3.8.1.1 of NCC and to notify the BuildingSurveyor for inspections arrangements duringinstallation.
IMPORTANT:The above information is for general guidance and isindicative only. Waterproofing installers to comply with allcurrent codes of legislation which takes precedence over thisspecification.
14 Mertonvale Circuit, [email protected]
6229 1430
D a t e:
Page Number:
P r o j e c t:
S c a l e @ A3:
D r a w i n g T i t l e:
R e v i s i o n n o t e s:
Rev: Date: Notes:
Drawn by:
Client:
J1886 - 37 JARDINELLE ROAD, ROKEBYAW
CHARLES CLARKE GENERAL SPEC NOTES
B04
NA
14/01/2019
14 Mertonvale Circuit, [email protected]
6229 1430
ROOF AND WALL CLADDING
Generally to be in accordance with BCA 3.5.
Roof Cladding to be in accordance with BCA 3.5.1 and;
Roof Tiles AS 2049 & AS 2050.
Metal sheet roofing AS 1562.1.
Plastic sheet roofing AS/NZS 4256.1, .2, .3 &.5, & AS 1562.3.
Gutters and downpipes, generally to be in accordance with BCA 3.5.2 & AS/NZS
3500.3.2 & The Tasmanian Plumbing Code.
Eaves, internal and valley guttering to have cross sectional area of 6500m
2
.
Downpipes to be 90Ø or 100 x 50 rectangular section to max. 1200 crs. and to be
within 1000 of internal/valley gutter.
Wall cladding to be installed in accordance with BCA 3.5.3 & Manufacturers
specifications.
Flashings to BCA 3.5.3.6.
GLAZING
Generally glazing to be in accordance with AS 1288.
Refer to window legend for sizes and type.
Windows to comply with BCA 3.9.2.5 Protection of Openable Windows.
SERVICES
Generally in accordance with 3.12.5.
Hot water supply system designed and installed in accordance with AS/NZS 3500.
FIRE SAFETY
Generally to be in accordance with BCA 3.7.
Fire separation to be in accordance with BCA 3.7.14. External walls and gable
ends constructed within 900 of boundary are to extend to underside of
non-combustible roofing / eaves & are to be of a masonry skin 90 thick with FRL
60/60/60.
Sarking to have a flammability index less than 5.
Roof lights not to be placed closer than 900 from boundary.
Smoke installations to be in accordance with BCA 3.7.2. Locations indicated on floor
plan. Smoke alarms are to be interconnected where more than 1 smoke alarm is
installed.
Installation locations;
Ceilings - 300 away from wall junction.
Cathedral ceiling - 500 down from apex.
Walls - 300 down from ceiling junction.
Heating appliances generally to be in compliance with BCA 3.7.3 & AS 2918.
Fireplace - extend hearth 150 to side of opening. 300 in front of opening.
Freestanding - extend hearth 400 beyond unit.
Freestanding appliance to be 1200 from combustible wall surface. 50 from masonry
wall. Heat shield - 90 masonry with 25 air gap to combustible wall, extend 600 above
unit.
Flue installation to BCA 3.7.3.4.
Top of chimney / flue to terminate 300 above horizontal plane 3600 away from roof.
Construction in Bush Fire Area to be in accordance with BCA 3.7.4 & AS 3959.
HEALTH AND AMENITY
Generally wet area waterproofing to bi in accordance with AS 3740 and BCA 3.8.1.
Waterproofing of surface adjacent to open shower, including shower over bath, to
extend 1.5 from vertical line projected from shower rose, to a height of 1.8 above
finished floor. Wall surfaces adjacent to plumbing fixtures, bath etc. to be protected to a
height 150 above fixture.
Ceiling heights to be in accordance with BCA 3.8.2. Refer to drawing.
FACILITIES
Generally to be in accordance with BCA 3.8.3.
Required facilities in accordance with BCA 3.8.3.2. Refer to plan for locations.
Sanitary compartment to be in accordance with BCA 3.8.3.3. Refer to plan for detil.
Provision of natural light to be in accordnace with BCA 3.8.4.2.
Windows / rooflights to provide light transmission area equal to 10% of floor area of
room.
Ventilation to be in accordance with BCA 3.8.5 or AS 1668.2 for mechanical ventilation.
Exhaust fan from bathroom / WC to be vented to outside for steel roof and roof space for
tiled roof.
Natural ventilation to be provided at a rate of 5% of room area, in accordance with BCA
3.8.5.2.
STAIR CONSTRUCTION
Generally to be in accordance with BCA 3.9.1.
Stairs;
Maximum 18 risers to each flight.
Riser openings to be less than 125.
Treads to have non-slip surface or nosing.
Risers - min. 115 - max. 190.
Tread - min. 240 - max. 355.
Balustrade;
Generally in accordance with BCA 3.9.2.
Balustrade required where area is not bounded by a wall or where level exceeds 1000
above floor level or ground level.
865 high on stairs , measured from line of stair nosing.
1000 high above floor or landing.
Openings between balusters / infill members to be constructed so as not to allow 125
sphere to pass between members. Where floor level exceeds 4000 above lower level, infill
members between 150 and 760 above floor level, to be constructed so as to restrict
climbing.
SWIMMING POOLS
Generally swimming pools and safety fences to be constructed in accordance with BCA
3.9.3 and AS 1926.1.
ENERGY EFFICIENCY
Generally in accordance with BCA 3.12, Climate Zone 7, applicable to Tasmania. (Zone 8
applicable to Alpine areas).
BUILDING FABRIC
Generally in accordance with BCA 3.12.1.
BUILDING FABRIC INSULATION
Insulation to be fitted to form continuous barrier to roof / ceiling, walls and floors.
REFLECTIVE BUILDING MEMBRANE
To be 'vapour permeable' with a min. value of 4ug/Ns, installed to form 20mm airspace
between reflective faces and external lining / cladding, fitted closely up to penetrations /
openings, adequately supported and joints to be taped min. 150.
BULK INSULATION
To maintain thickness and position after insulation. Continuous cover without voids except
around services / fittings.
ROOF INSULATION
Roof construction to achieve min. additional R Value of R4.1.
Roof lights to comply with BCA 3.12.1.3.
EXTERNAL WALLS
External wall construction to achieve min. additional R Value of R2.5.
Wall surface density min. - 220kg/m
2
.
FLOORS
Generally in accordance with BCA 3.12.1.5.
Suspended floor with an unenclosed perimeter required to achieve a min. total R value of
R1.0.
Concrete slab on ground with an in-slab heating system to be insulated to R1.0. around
vertical edge of slab perimeter.
ATTACHED CLASS 10a BUILDING
External wall or separating wall between class 1 buildings required to achieve min. Total R
Value of R1.9.
EXTERNAL GLAZING
Generally in accordance with 3.12.2.
To AS 3959 - 2009 Section 3.9 (Construction of Buildings in Bushfire-prone Areas) where
applicable.
Windows to comply with BCA 3.9.2.5 Protection of Openable Windows.
BUILDING SEALING
Generally in accordance with BCA 3.12.3.
Chimneys or flues to be fitted with sealing damper or flap.
Roof lights to habitable rooms to be fitted with operable or permanent seal to minimise air
leakage.
External windows and doors to habitable rooms / conditioned spaces, to be fitted with air seal
to restrict air infiltrations.
Exhaust fans to habitable rooms / conditioned spaces to be fitted with self closing damper or
filter.
Building envelope to be constructed to minimise air leakage. Construction joints and junctions,
or adjoining surfaces to be tight fitting and sealed by caulking, skirting, architraves and
cornices.
AIR MOVEMENT
Generally in accordance with BCA 3.12.4.
Windows to comply with BCA 3.9.2.5. Protection of Openable Windows.
SITEWORKS
Excavation and filling of site to be in accordance with BCA 3.1 and AS 2870.
Drainage works to be in accordance with BCA 3.1 and AS/NZS 3500.3.2.
Surface drainage - finished ground to fall away from building 50mm in 1000mm.
Finished slab level to be:
-150 above finished ground.
-50 above paved surfaces.
Prevent ponding of water under suspended floors.
FOOTINGS AND SLAB
Generally in accordance with AS 2870.
Preparation for placement of concrete and reinforcement to be in accordance with AS
2870.
Concrete and steel reinforcement to be in accordance with AS 2870 and AS/NZS 3500.
The site classification to be in accordance with AS 2879.
Alternatively footings and slabs to be in accordance with structural engineers design
and specification.
MASONRY
Generally masonry walls to be constructed in accordance with BCA 3.3 and AS 3700.
Un-reinforced masonry to BCA 3.3.1.
Reinforced masonry to BCA 3.3.2.
Masonry accessories to BCA 3.3.3.
Weatherproofing of masonry to BCA 3.3.4.
FRAMING
Timber framing to be in accordance with AS 1684.
Manufactured timber members to be in accordance with prescribed framing manual.
Sub-floor ventilation in accordance with BCA 3.4.1. Sub-floor area to be clear of
organic materials and rubbish.
Provide vent openings in substructure walls at a rate of not less than 6000mm
2
per
meter of wall length, with vents not more than 600mm from corners.
150mm clearance required to underside by floor framing members unless specified
otherwise by flooring material specification.
Tie-down and bracing of frame to be in accordance with AS 1684 and AS 4055.
Structural steel framing to be in accordance with BCA 3.4.4 and AS 1250, AS 4100 and
structural steel engineers design and specifications.