TexTalk @ Expedia Brisbane

1. B U I L D I N G
LU K E H A R B AC K

2. H O B A R T
TA S M A N I A

3. C R A D L E M O U N TA I N

4. M O N A

5. T E S S E L L AT E D PAV E M E N T S

6. TA S M A N I S L A N D

8. G A P Y E A R S

9. G A P Y E A R S
• creating is awesome
• just finished 14 years of school
• build my own house one day

10. J O I N E RY &
C O N S T R U C T I O N
• Complete Kitchen
Solutions
• Project Manager
• Houses, Kitchens, Shop Fit
outs & Renovations

11. B L O C K O F L A N D

12. 2 2 TA K O N E S T
G E I L S T O N B A Y

13. R E A S O N S T O
B U Y
• Proximity to city
• View
• Quite street w/ new
houses
• Reserve next door
• Cheap!

14. “You’d have to be a
mountain goat”

15. Phillip Muskett Architect
176a Campbell Street
Hobart Tasmania 7000
Ph (03) 62369469
Email:phillipmuskett@bigpond.com
Accreditation No CC1034X
Proprietor: Luke Harback
Project: Proposed Residence
Address: 22 Takone Street
Geilston Bay
Drawing: First Floor Plan
Date: 12/9/2010
Scale: 1:100
Dwg No: 092345 CD02
100
north
embarkment easement
General Notes
Do not scale from drawings
Confirm all dimensions and
setouts prior to manufacture
and installation
All work in accordance with
Australian Standards and
Building Code of Australia
ex sealed crossover and
driveway entry
Bed 1
Dining
Kitchen
Living1
65004775
100
F
TV
(2) Car Garage
Laundry in cupbd
WIR
FFL 100.30
WC
DW
P
48.64m
Rear Boundary
30.53mSideBoundary
Proposed RC
Driveway refer note
CD01
Rolladoor
Entry canopy over
panelift door
T
shower
E/S
FFL 100.30Deck1
3000
10300
A
CD09
A
CD09
carpet/tiles
hall - polished concrete
Deck1 - treated pine joists 190 x 45 at 450
steel edge beamD1
D2
D3
D4
D5
D6
W1
W2
W3
W4
D10
D9
D11
D8
D12
wm
Bracing Walls & Roof
The proposed should
be designed to AS4055-2006
(Wind Load for Housing)
Wind Region :- A
Terrain Category:- 3
Shielding :- FS
Topography:- T2
Wind Classificaton:-N2
Desgn Wind Speed:- 40m/s
All bracing and tie down to be
in accordance with the
requirements of AS1684.2 Section
8 and 9
Bracing to be in accordance with
Table 8.18
Fixing to be in accordance
with Section 9
Type (d) Double Tension 30 x 0.8 mm
galv. metal strap
Fixing requirements - Hardwood Framing
All external walls, ceilings
and floors to comply
with BCA Part 3 Energy
Efficiency
All timberwork to be in
accordance with AS1720 &
AS1684.2
Timber lintels F17 HW
sizes in accordance with
AS 1684.2
Floor Area - 137.2 m2
including garage
Deck- 33.3 m2
FIRST FLOOR PLAN 1:100
H1 - Handrail Powder coated
aluminium posts & rail
50CHS toprail -continuous
38CHS Posts
Clear glass infill panels
Comply with BCA min 1000mm high
max 125 openings
All glazing to comply with AS1288
All fixing in accordance with
manufacturers specifications
Smoke Alarm wired in location
in accordance with BCA 3.7.2.3
S
S
S
H1
H1
H1
Wall 1-
All external studwalls clad with
CSR Hebel Power Panels 75mm
panels screw fixed to 20mm tophats.
Fix to timber F17 Tas Oak Studs
90 x 45 at 450 ctrs.
System106
Bradford Enviroseal metal roof/wall
double sided reflective foil laminate
fixed to outside of studs, R2.5 Bradford
soundsreen insulation batts between
studs
All cladding to be installed, sealed &
finished in accordance with
CSR Hebel Power Wall System
installation details and specifications.
All external block and hebel walls
texture trowel finish Acratex or equal
Ensure that the bottom edge of
panels are clear of any
external paving by a minimum of
75mm, surface drainage is in
accordance with the BCA part
3.3.4.
Trm sills at 15 deg angle
away from the building
Provide control joints in accordance
with BCA & Hebel power panel system
Wall 2 - 190 blockwall core fill
6500 long x max 3500 high
N12 vertical at 1200ctrs. Core fill at
1200 ctrs to full height.
Bond beam 2/N12 horizontal and core fill.
Wall 3 - All new internal Studwalls
F17 HW 90 x 35 at 450 ctrs.
Pb both sides and villaboard line to
wet areas.
Fit Bradford R2.5 soundscreen batts
between garage & hallway, ensuite, bath,
& walls to WC
wall3
stair 1
wall3
wall 3
wall 3
wall3
wall 3
wall 3
wall 3
wall3
wall 3
wall2
4400
6300
1100 190
8290
600
3275
15475
12200
11600
LineofDeck2under
buildinglineunder
900 900 1290
7590
4500
195 195510 195 510
195
7600
15475
6200
1290
100
100
1000
100
1000
100
2000100
7590
195 7200 195
195 1900 100 1700 100 2200 100 1100 195
8003400
6001200900
33001001958380100
7003200900
420047751956110195
Hall
4000
H1
H1
setbacktoexternalcladding
100
100
setback to wall
for Ag Drain
4600

16. Bed 2
Living 2
Phillip Muskett Architect
176a Campbell Street
Hobart Tasmania 7000
Ph (03) 62369469
Email:phillipmuskett@bigpond.com
Accreditation No CC1034X
Proprietor: Luke Harback
Project: Proposed Residence
Address: 22 Takone Street
Geilston Bay
Drawing: Ground Floor Plan
Date: 12/9/2010
Scale: 1:100
Dwg No: 092345 CD03
Bath 2
north
GROUND FLOOR PLAN 1:100
Floor Area - 87.00 m2
Deck - 49.20 m2
buildinglineover
3000 5700
48.64m
Rear Boundary
30.53mSideBoundary
4400
2500
Deck 2
10713
A
CD09
A
CD09
Polished
concrete
D7
W7
W5
W8W9
General Notes
Do not scale from drawings
Confirm all dimensions and
setouts prior to manufacture
and installation
All work in accordance with
Australian Standards and
Building Code of Australia
D13
D14
D15
All external walls, ceilings
and floors to comply
with BCA Part 3 Energy
Efficiency
All timberwork to be in
accordance with AS1720 &
AS1684.2
Timber lintels F17 HW
sizes in accordance with
AS 1684.2
S
S
Smoke Alarm wired in location
in accordance with BCA 3.7.2.3
S
H1
H1
H1
wall 3
wall 3
3500
Wall 1-
All external studwalls clad with
CSR Hebel Power Panels 75mm panels
screw fixed to 20mm tophats. Fix to timber
F17 Tas Oak Studs
90 x 45 at 450 ctrs.
(195 overall including pb lining
75/20/90/10 )
System106
Bradford Enviroseal metal roof/wall double
sided reflective foil laminate fixed to
outside of studs, R2.5 Bradford
soundsreen insulation batts between
studs
All cladding to be installed, sealed &
finished in accordance with
CSR Hebel Power Wall System
installation details and specifications.
All external block and hebel walls
texture trowel finish Acratex or equal
Ensure that the bottom edge of
panels are clear of any
external paving by a minimum of
75mm, surface drainage is in
accordance with the BCA part
3.3.4.
Trm sills at 15 deg angle
away from the building
Provide control joints in accordance with
BCA & Hebel power panel system
Wall 2 - 190 blockwall core fill
Wall 3 - All new internal Studwalls
F17 HW 90 x 35 at 450 ctrs.
Pb both sides and villaboard line to
wet areas.
Fit Bradford R2.5 soundscreen batts
between garage & hallway, ensuite, bath,
& walls to WC
1100 190
600
6300
11900600
2700
building line over
buildinglineover
lineofdeckover
15475
545
700
6160
1430
2430
8290
7590
900
+-
15475
54560054305400
14330600545
1901002920100190
2210 100 190
195 5215 290
19575051001000100
setbacktoexternalcladding
7700
up
1700
stair 1
Stair 1- Timber MDF
Fully enclosed Max 190 riser
250 treads. Carpet over
Handrail to one side
Polished
concrete
4790
100buildinglineover

17. B U I L D I N G B E G I N S

22. L E S S O N O N E

23. L E S S O N O N E
Buy a flat block

27. L E S S O N T W O

28. L E S S O N T W O
Safety first

33. L E S S O N T H R E E

34. P I C K T W O
Time
Budget Design

35. P I C K O N E
Time
Budget Design

36. D E S I G N
• Hebal
• Costs more than
alternatives
• Takes longer to install
than alternatives

40. L E S S O N F O U R

41. L E S S O N F O U R
Finish what you start

43. B U I L D S O M E T H I N G
T H AT L A S T S