FOR REFERENCE ONLY
This drawing is representative of the
documentation requirements of Schedule 1.
The content should not be relied upon as
accurate for another building project.
DRAWING SCHEDULE
Any specific manufacturer, product,
material or components shown within
this set of drawings has been included
for example purposes only.
A01 - Cover Page
A02 - Site Plan
A03 - Floor Plan, Roof Plan & Elevations
A04 - Slab Plan, Roof Framing & Bracing Plan,
Section & Detail
A05 - Connection Details
Site Information
Land Title Reference:
.....
(Certificate folio and volume)
Wind Classification:
N3
Site classification to AS 4055-2006
Soil Classification:
N/A
Not applicable for this example. May
be required for other Class 10 designs
Climate Zone:
N/A
Unless containing a conditioned space
or for snow loading requirements
(www.abcb.gov.au map)
BAL Level:
N/A
No areas of bushfire prone vegetation
>1ha within 100m of the building
Alpine Area:
N/A
BCA Figure 3.7.5.2
Corrosion Environment:
N/A
For steel subject to the influence of salt
water, breaking surf or heavy industrial
areas, refer to BCA section 3.4.2.2 & BCA
Table 3.4.4.2. Cladding and fixings to
manufacturer's recommendations
Other Hazards:
N/A
High wind, earthquake, flooding, landslip,
dispersive soils, sand dunes, mine subsidence,
landfill, snow & ice or other relevant factors
Floor Area:
48m2
BP01 - Bushfire Protection Plan
(Provided for reference only - example building
is not in a Bushfire-Prone Area)
Accredited Building Designer / Architect
Proposed Class 10a garage @:
10 Example Street, TASMANIA
Rev. Amendment
Date
Designer / Architect name
.....
Accreditation number
.....
Accredited Practitioner:
Owner / Client:
Drawing Title:
Date:
Status:
Name
Address
Phone number
Building Standards & Occupational Licensing
Cover Page
01/10/2014
INFORMATION
Scale:
Drawing No.:
NTS @ A3
A01
Project:
Class 10a (Garage) Example
10 Example Street, TASMANIA
(1 of 5)
Rev
-
LEGEND & NOTES
FOR REFERENCE ONLY
This drawing is representative of the
documentation requirements of Schedule 1.
The content should not be relied upon as
accurate for another building project.
5,500
Boundary
to garage
7,500
Proposed garage length
Manhole
DP.
Downpipe
Protection Work (Section 121 of the Building Act)
If excavation is to a level below that of the adjoining owner's
footings, along the title boundary or within 3 metres of a building
belonging to an adjoining owner, the builder must (as a
miniumum) provide and maintain a guard to supervise the
excavation. Adjoining owner to be notified using Form 6
(Building and Protection Work Notice) by the Building Surveyor.
ADJACENT
GARAGE
Stormwater main is located 1,100mm
below ground level at manhole.
MH.
Sewer.
Stormwater.
X
DP.
End of AG drain.
Approximately 150mm of compacted
FCR required to create a level base
for garage. Ensure land falls away
from footings in all directions.
PROPOSED
GARAGE
DP.
90Ø UPVC below ground
stormwater pipe connected into
stormwater main within easement.
AG drain to discharge well
clear of footings.
Fall
Stormwater main from boundary.
2,000
BOUNDARY
Sewer main from boundary.
Fall
650 deep 100Ø AG drain
with filter sock installed at
time of footing construction.
BOUNDARY
3.0m DRAINAGE EASEMENT
MH.
BOUNDARY
1,500
6,400
Proposed garage width
BOUNDARY
MH.
750
1,400
3,000
Easement width.
ADJACENT
DWELLING
SITE PLAN
scale 1:200
Rev. Amendment
Date
Owner / Client:
Drawing Title:
Date:
Status:
Name
Address
Phone number
Building Standards & Occupational Licensing
Site Plan
01/10/2014
INFORMATION
Project:
Scale:
Drawing No.:
1:200 @ A3
A02
No
rt
h
Accredited Practitioner:
Class 10a (Garage) Example
10 Example Street, TASMANIA
(2 of 5)
Rev
-
LEGEND & NOTES
FOR REFERENCE ONLY
This drawing is representative of the
documentation requirements of Schedule 1.
The content should not be relied upon as
accurate for another building project.
Conc. Concrete floor finish
DP.
01
-
Colorbond custom orb roof sheeting
at 11º pitch. One and a half
corrugation side lap (typical).
Colour: Basalt.
Refer to A02 Site Plan for
stormwater connection.
7,500
6,400
DOUBLE GARAGE
Wall Cladding Fixing
Fall
Roof and wall cladding installed to comply with
AS1562 and manufacturer's instructions.
Window / Glazing
02
-
Conc.
S.09.12
Folded colorbond
ridge flashing.
Fall
Roller door
2700W x 2200H
- Single glazed 5mm toughened glass sliding window
- 900H x 1200H, sill @ 900 AFL.
- Powdercoated aluminium frame. Colour: Basalt.
1,105
1,200
Colorbond custom orb roof sheeting crest fixed at
every second crest with 12-14 x 50mm Metal Teks.
Colour: Basalt.
Colorbond Trimwall wall cladding pan fixed in every
bay with side lap fasteners to crests as per Lysaght
installation details. Fix with 10-16 x 16mm Metal
Teks. Colour: Dune.
Roller door
2700W x 2200H
04
-
Roof Cladding Fixing
Stramit Hi-Front Quad Gutters in
colorbond. Colour: Basalt.
90Ø
DP.
90Ø
DP.
Downpipe
90Ø
DP.
820
90Ø
DP.
03
-
FLOOR PLAN
A
A04
scale 1:100
2,400
DP.
3,125
Overall height
scale 1:100
Eaves
A
A04
ROOF PLAN
Colorbond roller doors.
Colour: Basalt.
FL.
ELEVATION 01
ELEVATION 02
scale 1:100
scale 1:100
Powdercoated aluminium sliding window.
Colorbond folded head and sill flashings
to glazing manufacturer's approval.
2040 x 820 Colorbond door
and frame kit. Colour: Basalt.
Colorbond folded head flashing.
FL.
S.
DP.
ELEVATION 03
Date
DP.
Colorbond downpipes.
Colour: Dune.
Vertical colorbond Trimwall
cladding. Colour: Dune.
ELEVATION 04
scale 1:100
Rev. Amendment
F.
1,200
900
DP.
2,400
Eaves
scale 1:100
Accredited Practitioner:
Owner / Client:
Drawing Title:
Date:
Status:
Name
Address
Phone number
Building Standards & Occupational Licensing
Floor Plan, Roof Plan
& Elevations
01/10/2014
INFORMATION
Project:
Scale:
Drawing No.:
1:100 @ A3
A03
Class 10a (Garage) Example
10 Example Street, TASMANIA
(3 of 5)
Rev
-
FOR REFERENCE ONLY
LEGEND & NOTES
Slab / Footings
For pre-fabricated steel buildings this drawing is often
provided by the supplier, in which case there is no
requirement for the Designer to reproduce the information.
This drawing is representative of the
documentation requirements of Schedule 1.
The content should not be relied upon as
accurate for another building project.
EB1
7,440
Overall slab
2
3
1
2
3
3,628
B
S
S
A04
g.
e.
e.
c.
05
A05
02
A05
b.
03
A05
b.
.
br
br
.
EB1
a.
e.
a.
a.
br.
753
A
A04
Framing and Bracing
Roof pitch:
Eaves height:
e.
951
e.
f.
04
A05
a.
A
A04
ROOF FRAMING & BRACING PLAN
scale 1:100
scale 1:100
50mm
25MPa
20mm nominal
Steel trowel
All concrete shall be cured for 7 days. The
Engineer's approval of the proposed method of
curing shall be obtained before pouring.
11º
2400mm
a.
C150 12 column
b.
C100 12 column
c.
C150 12 portal rafter with
50 x 50 x 2.5 collar tie
d.
C100 10 door head
e.
TS6175 roof battens @ 1200 max. crs.
600mm overlap at central portal with
2 - #14 Tek screws at either end.
f.
C100 15 fascia purlin
g.
TS6175 side wall battens @ 900 crs
600mm overlap at central column with
2 - #14 Tek screws at either end.
b.
a.
01
A05
SLAB PLAN
e.
d. (door head)
b.
C
06
A05
e.
g.
C
Concrete slump:
Concrete strength:
Aggregate size:
Finish:
a.
g.
a.
3,034
S = sawcut at 24 hours.
e.
d. (door head)
br.
B
f.
.
br
c.
Provide sloping rebates within
slab for weather protection at
base of all garage doors.
a.
br
.
3,034
100mm thick concrete slab:
SL82 top, 30mm cover.
0.2 mm Fortecon vapour barrier.
50mm compacted sand.
EB1
S
Z
a.
A
S
EB1
6,340
Overall slab
br.
EB1
A
Footings shall be founded on approved material
having a bearing capacity of 100kPA.
3,628
c.
1
Edge beam 1 (as per detail Z)
Founding depth: 400mm
Founding material: Dense sand
ASSUMED TO BE CLASS 'M'
(If soil conditions are not as above an alternative
footing / slab design from an Engineer is required)
br. 30 x 1.0 tensioned galv. strap fixed to
each member with 14 x 25 tophat screws
C
B
Collar tie.
11 degree
roof pitch
Min. 50mm
clearance to
ground from
cladding.
g.
a.
g.
100 thick slab, SL82 top.
EB1
Fall
Hi-tensile Bolts
Compacted FCR to create level base.
Natural ground line dotted.
EB1
4-L11 TM
to bottom.
Vapour barrier (0.2mm Fortecon)
shown dotted.
300
Bolts, nuts and washers shall comply with AS 1252.
8.8/S bolts installed to comply with AS 1511 and
tensioned to produce the following shank tensions:
M12 - 50kN
M16 - 90kN
Self-Drilling Screws
Must comply with AS 3566.
SECTION A
scale 1:100
All steel to comply with AS 4100 Steel Structures
and AS/NZS 4600 Cold-Formed Steel Structures.
Steel framing to be manufactured from Hi-tensile
hot dip zinc coated steel conforming to AS 1397
and installed as per manufacturer's instructions.
50mm compacted sand.
.
br
g.
FL.
150 x 100 x 100 x 4mm Duragal base plate.
2 x M12 8.8S bolts to column.
2 x 12mm dia. x 80mm Dynabolts to slab.
400
g.
100
2,400
Eaves
Structural Steel
a.
A
Z EDGE BEAM DETAIL
scale 1:20
Rev. Amendment
Date
Accredited Practitioner:
Owner / Client:
Drawing Title:
Date:
Status:
Name
Address
Phone number
Building Standards & Occupational Licensing
Slab Plan, Roof Framing
& Bracing Plan, Section
& Detail
01/10/2014
INFORMATION
Project:
Scale:
Drawing No.:
1:100,1:20 @ A3
A04
Class 10a (Garage) Example
10 Example Street, TASMANIA
(4 of 5)
Rev
-
FOR REFERENCE ONLY
LEGEND & NOTES
For pre-fabricated steel buildings this drawing is often
provided by the supplier, in which case there is no
requirement for the Designer to reproduce the information.
This drawing is representative of the
documentation requirements of Schedule 1.
The content should not be relied upon as
accurate for another building project.
C
B
Fascia cleat:
3 x #14 Tek screws to 'a'.
2 x #14 Tek screws to 'f'.
e.
1
e.
Custom orb roof
cladding.
Folded colorbond ridge flashing.
c.
c.
e.
f.
c.
Colorbond gable
end flashing.
c.
a.
C150 12 column
b.
C100 12 column
c.
C150 12 portal rafter with
50 x 50 x 2.5 collar tie
d.
C100 10 door head
e.
TS6175 roof battens @ 1200 max. crs.
600mm overlap at central portal with
2 - #14 Tek screws at either end.
f.
C100 15 fascia purlin
g.
TS6175 side wall battens @ 900 crs
600mm overlap at central column with
2 - #14 Tek screws at either end.
4 x M16 bolts to rafter 'c'.
g.
2.4mm G450 galvanised folded
connector plate:
4 x M16 bolts to each rafter 'c'.
3 x M16 bolts to column 'a'.
g.
a.
br. 30 x 1.0 tensioned galv. strap fixed to
each member with 14 x 25 tophat screws
a.
a.
01 PORTAL FRAME END BAY EAVE DETAIL
02 PORTAL FRAME END BAY RIDGE DETAIL
scale 1:20
03 GABLE END RIDGE DETAIL
scale 1:20
C
scale 1:20
B
Fascia cleat:
3 x #14 Tek screws to 'a'.
2 x # 14 Tek screws to 'f'.
e.
B
e.
e.
Folded colorbond ridge flashing.
Folded colorbond ridge flashing.
c.
f.
2.4mm G450 galvanised folded
connector plate:
6 x M16 bolts to column 'a'.
4 x M16 bolts to rafter 'c'.
c.
c.
c.
2.4mm G450 galvanised folded
connector plate:
4 x M16 bolts to each rafter 'c'.
g.
a.
2200
d.
04 PORTAL FRAME EAVE DETAIL
05 PORTAL FRAME RIDGE DETAIL
scale 1:20
Rev. Amendment
c.
Date
d.
a.
a.
2.4mm G450 galvanised folded
connector plate:
4 x M16 bolts to each rafter 'c'.
2 x M16 bolts to column 'a' (also
passing thru' rafters).
100 x 50 x 50 x 2.4mm angle cleat.
4 x #14 Tek screws.
06 PORTAL FRAME END BAY DOOR HEAD DETAIL
scale 1:20
scale 1:20
Accredited Practitioner:
Owner / Client:
Drawing Title:
Date:
Status:
Name
Address
Phone number
Building Standards & Occupational Licensing
Connection Details
01/10/2014
INFORMATION
Project:
Scale:
Drawing No.:
1:20 @ A3
A05
Class 10a (Garage) Example
10 Example Street, TASMANIA
(5 of 5)
Rev
-
FOR REFERENCE ONLY
This drawing is representative of the
documentation requirements of Schedule 1.
The content should not be relied upon as
accurate for another building project.
This drawing has been included as an example of how to present
the relevant AS 3959 requirements for a BAL-29 building.
Note that the example garage is not deemed to be within a
Bushfire-Prone area, and as such the information on this
drawing has not been applied to drawings A01 through A05.
Additional information required for a Building Application:
BUSHFIRE RELATED NOTES (BAL-29)
1. BAL Assessment / Report by an Accredited Bushfire Assessor.
To comply with Section 7 of AS3959-2009.
Including, but not limited to the following:
2. Bushfire Hazard Management Plan prepared by an Accredited Bushfire Assessor.
Alternatively (for Building Applications only) a competent Designer / Architect may complete their own BAL
Assessment and BHMP using the 'Bushfire Attack Level Assessment Report' as published by the Australian
Institute of Building Surveyors.
Access and Water provisions are not required for a Class 10 building.
For current information and further details on the above, refer to Department of Justice website:
http://www.justice.tas.gov.au/building/regulation/building_in_hazardous/bushfire-prone_areas
Joints
All joints in the external surface material of walls shall be
covered, sealed, overlapped, backed or butt-jointed to prevent
gaps greater than 3mm.
Vents
Vents in external walls shall be screened with aluminium mesh
with a maximum aperture of 2mm, except where the vents
have an aperture less than 3mm.
Windows / Glazing
Window frame and supporting frame shall be powdercoated
aluminium with toughened glass minimum 5mm thickness.
Openable portions of windows to be screened internally or
externally with screens as described below.
Screens for Windows
Aluminium screens within powdercoated aluminium frames
must have a maximum aperture of 2mm. Gaps between the
perimeter of the screen assembly and the window frame shall
not exceed 3mm.
Gable
Gable
External walls
- Colorbond steel wall cladding with sarking
on the outside of the steel framed wall
Roof
Roof sheeting to be colorbond (ie. non-combustible). The roof
/ wall junction shall be sealed between the top of the wall and
underside of the roof, to prevent openings greater than 3mm.
Roof ventilation openings, such as gable and roof vents, shall be
fitted with aluminium ember guards with a maximum aperture
of 2mm.
Vehicle access doors
- Colorbond roller door; guide tracks to
have a maximum gap no greater than 3mm
- Raven RP57 (or equivalent) nylon brush
fitted at top to be in contact with the door
- No ventilation slots are permissable
Sheet roof to be fully sarked. The sarking shall:
a) be located on top of the roof framing, except that the roof
battens may be fixed above the sarking;
b) cover the entire roof area including ridges and hips; and
c) extend into the gutters.
Window
- Toughened glass min. 5mm thickness
- Screen (internal or external)
- See notes in schedule on RHS of drawing
Any gaps greater than 3mm (such as under corrugations or ribs
of sheet roofing and between roof components) sealed at the
fascia or wall line and at hips and ridges by (i) aluminium mesh with maximum aperture of 2mm; or
(ii) mineral wool; or
(iii) other non-combustible material; or
(iv) a combination of any of the above items.
Personnel door
- Colorbond metal clad door (non-combustible)
- Metal door frame
- Door shall be tight fitting to the door frame
- Raven RP2b (or equal) door bottom seal
Roof Penetrations
Roof penetrations, including roof ventilators, aerials, and
supports for solar collectors shall be adequately sealed at the
roof to prevent gaps greater than 3mm. The material used for
sealing shall be non-combustible.
BUSHFIRE PROTECTION PLAN
scale 1:100
Openings in roof ventilators or vent pipes shall be fitted with
aluminium ember guards with a maximum aperture of 2mm.
Rev. Amendment
Date
Accredited Practitioner:
Owner / Client:
Drawing Title:
Date:
Status:
Name
Address
Phone number
Building Standards & Occupational Licensing
Bushfire Protection Plan
BAL-29 Construction
01/10/2014
INFORMATION
Project:
Scale:
Drawing No.:
Rev
1:100 @ A3
BP01
-
Class 10a (Garage) Example
10 Example Street, TASMANIA