B U I L D I N GL U K E H A R B A C K

H O B A R TTA S M A N I A

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

M O N A

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

TA S M A N I S L A N D

G A P Y E A R S

G A P Y E A R S

• creating is awesome

• just finished 14 years of school

• build my own house one day

J O I N E R Y & C O N S T R U C T I O N

• Complete Kitchen Solutions

• Project Manager

• Houses, Kitchens, Shop Fit outs & Renovations

B L O C K O F L A N D

2 2 TA K O N E S TG E I L S T O N B A Y

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!

“You’d have to be a mountain goat”

Phillip Muskett Architect176a Campbell StreetHobart Tasmania 7000Ph (03) 62369469Email:phillipmuskett@bigpond.com

Accreditation No CC1034X

Proprietor: Luke HarbackProject: Proposed ResidenceAddress: 22 Takone Street Geilston BayDrawing: First Floor PlanDate: 12/9/2010Scale: 1:100Dwg No: 092345 CD02

100

north

embarkment easement

General Notes

Do not scale from drawingsConfirm all dimensions and setouts prior to manufactureand installationAll work in accordance with Australian Standards and Building Code of Australia

ex sealed crossover and driveway entry

Bed 1

Dining

Kitchen

Living1

6500

4775

100

F

TV

(2) Car Garage

Laundry in cupbd

WIR

FFL 100.30

WC

DW P

48.64m Rear Boundary

30.53m S

ide Boundary

Proposed RC Driveway refer note CD01

Rolladoor

Entry canopy over

panelift door

T

shower

E/S

FFL 100.30Deck1

3000

1030

0

ACD09

ACD09

carpet/tiles

hall - polished concrete

Deck1 - treated pine joists 190 x 45 at 450steel edge beamD1

D2

D3D4

D5

D6

W1

W2

W3

W4

D10D9

D11

D8

D12

wm

Bracing Walls & RoofThe proposed shouldbe designed to AS4055-2006(Wind Load for Housing)Wind Region :- ATerrain Category:- 3Shielding :- FSTopography:- T2Wind Classificaton:-N2Desgn Wind Speed:- 40m/s

All bracing and tie down to bein accordance with the requirements of AS1684.2 Section8 and 9Bracing to be in accordance withTable 8.18Fixing to be in accordance with Section 9Type (d) Double Tension 30 x 0.8 mm galv. metal strapFixing requirements - Hardwood Framing

All external walls, ceilings and floors to complywith 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 m2including garageDeck- 33.3 m2

FIRST FLOOR PLAN 1:100

H1 - Handrail Powder coated aluminium posts & rail50CHS toprail -continuous38CHS PostsClear glass infill panels Comply with BCA min 1000mm highmax 125 openingsAll glazing to comply with AS1288 All fixing in accordance withmanufacturers specifications

Smoke Alarm wired in locationin 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 Systeminstallation details and specifications.

All external block and hebel wallstexture 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 fill6500 long x max 3500 highN12 vertical at 1200ctrs. Core fill at 1200 ctrs to full height. Bond beam 2/N12 horizontal and core fill.

Wall 3 - All new internal StudwallsF17 HW 90 x 35 at 450 ctrs. Pb both sides and villaboard line to wet areas.Fit Bradford R2.5 soundscreen battsbetween garage & hallway, ensuite, bath, & walls to WC

wal

l 3

stair 1

wal

l 3

wall 3

wall 3

wal

l 3

wall 3

wall 3

wall 3

wal

l 3wall 3

wal

l2

4400

6300

1100 190

8290

600

3275

1547

5

1220

0

1160

0

Line

of D

eck2

und

er

build

ing

line

unde

r

900 900 1290

7590

4500

195 195510 195 510

195

7600

1547

5

6200

1290

100

100

1000

100

1000

100

2000

100

7590

195 7200 195

195 1900 100 1700 100 2200 100 1100 195

800

3400

600

1200

900

3300

100

195

8380

100

700

3200

900

4200

4775

195

6110

195

Hal

l

4000

H1

H1

setb

ack

to e

xter

nal c

ladd

ing

100

100setback to wallfor Ag Drain

4600

Bed 2

Living 2

Phillip Muskett Architect176a Campbell StreetHobart Tasmania 7000Ph (03) 62369469Email:phillipmuskett@bigpond.com

Accreditation No CC1034X

Proprietor: Luke HarbackProject: Proposed ResidenceAddress: 22 Takone Street Geilston BayDrawing: Ground Floor PlanDate: 12/9/2010Scale: 1:100Dwg No: 092345 CD03

Bath 2

north

GROUND FLOOR PLAN 1:100

Floor Area - 87.00 m2Deck - 49.20 m2

build

ing

line

over

3000 5700

48.64m Rear Boundary

30.5

3m S

ide

Bou

ndar

y

4400

2500

Deck 2

1071

3

ACD09

ACD09

Polished concrete

D7

W7

W5

W8

W9

General Notes

Do not scale from drawingsConfirm all dimensions and setouts prior to manufactureand installationAll work in accordance with Australian Standards and Building Code of Australia

D13

D14

D15

All external walls, ceilings and floors to complywith 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 locationin 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 Systeminstallation details and specifications.

All external block and hebel wallstexture 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 StudwallsF17 HW 90 x 35 at 450 ctrs. Pb both sides and villaboard line to wet areas.Fit Bradford R2.5 soundscreen battsbetween garage & hallway, ensuite, bath, & walls to WC

1100 190

600

6300

1190

060

0

2700

building line over

build

ing

line

over

line

of d

eck

over

1547

5

545

700

6160

1430

2430

8290

7590

900

+-

1547

5

545

600

5430

5400

1433

060

054

5

190

100

2920

100

190

2210 100 190

195 5215 290

195

7505

100

1000

100

setb

ack

to e

xter

nal c

ladd

ing

7700

up

1700

stair 1

Stair 1- Timber MDF Fully enclosed Max 190 riser250 treads. Carpet overHandrail to one side

Polished concrete

4790

100

build

ing

line

over

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

L E S S O N O N E

L E S S O N O N E

Buy a flat block

L E S S O N T W O

L E S S O N T W O

Safety first

L E S S O N T H R E E

P I C K T W O

Time

Budget Design

P I C K O N E

Time

Budget Design

D E S I G N

• Hebal

• Costs more than alternatives

• Takes longer to install than alternatives

L E S S O N F O U R

L E S S O N F O U R

Finish what you start

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