Width 19.7 x 16.2 meters

Australian Home DesignAustralian Home Design: 134 Pole : 134 Pole 3 Bed + 2 Bath + 2 Car 3 Bed + 2 Bath + 2 Car

Metric SizesMetric Sizes--------------------- --------------------- Living area: 131.90 m2 Living area: 131.90 m2 Deck : 59.50 m2 Deck : 59.50 m2 Garage area: 35.70 m2Garage area: 35.70 m2------------------------------------------------------------Total Area: 227.10 m2Total Area: 227.10 m2

www.australianfloorplans.com CONCEPT PLANS

Width 19.7 x 16.2 metersWidth 19.7 x 16.2 meters

http://www.australianfloorplans.com/












14.8

1 5m

7.77

0 m

4.67

0 m

4.80

0 m

14.8

1 5m

6.30

0 m

8.53

5 m

5.80

0 m

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0.87

0 m

3.00

0 m

2.16

5 m

17.670m

3.940m

2118sd

LIVING

VERANDAH

3.800m

3.50

0 m

f l o o r p l a n 134

1.410m 3.360m

dp3.500m

1.29

0m

dp 2118s

1.950m

1.95

0 m

ENTRY

dp

3.000m

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0 m

2.75

0m

3.180m2.320m 2.820m

dp

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total 232.7m²

AREAS:

136.90Floor35.70Garage

60.1Verandah

4.73

0 m

0.960m

2.93

0 m

1.29

0 m

1.950m

DINING

2118

s

2118sd

1.95

0 m

dp

BEDBED 2

3.000m

2.820m

0.96

0m

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4

1 3

17.670m

3.000m

2.000m

5.800m21

48 p

anel

doo

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BED 3DoubleGarage Man Hole

ROBE

KITCH step down

dp

meterbox

Collection of Designs

http://www.Australianfloorplans.comBUILDERS PLANS

PLAN NO: CLM 134 LH© copyright

1.930m 1.800m1.500m

general notes:- concrete construction to comply with AS2870.1 and AS3600.- termite treatment to comply with the provisions of Part 3.1.3 of the BCA and with AS3660.1- timber construction to comply with AS1720.1/AS1684.- concrete roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to comply with the provisions of Part 3.7.2 of the BCA.- manhole position approx. only, determine on site.- provide alcor barrier between lead flashing and zincalume valley gutter as required.- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.- protection of lintels in masonry to comply with the provisions of Part 3.3.3.4 of the BCA.- mechanical ventilation to internal wc to be vented to external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.

1.800m 0.920m

ENS

1000

mm

LDRY

2.53

0 m2.53

0 m

1.820m

ROBE

MASTER

720 720L

1.00

0 m

dp2115sd

hws

WIRW

720BATH

DAT E

:

WIN

D SP

EED:

N2

SCA L

E 1

: 10 0

DRA W

N: C

M

SHE E

T:

2

UNLESS OTHERWISE NOTED, ALL DOORS TO BE 820

UNLESS OTHERWISE NOTED, WALL THICKNESS

NOTES

INTERNAL WALLS 70

IS AS FOLLOWS:- EXTERNAL WALLS 250

AME N

DMEN

TS

ELEVATION 2

18-21SD

Colour Bond ROOF AT 38 : 100 PITCH.REDERED BRICKWORK.

ELEVATION 3

SLAB AND FOOTINGS TO ENGINEER'S DETAIL.

PROVIDE D.P.C. UNDER EXTERNAL BOT. PLATE.

POISONS TO A.S. 2057-1986 STANDARDS.

10mm PLASTERBOARD TO WALLS

10mm SUPACEIL TO CEILINGS

MANUFACTURERS SPECS TO BE DESIGNED BY

ROOF TRUSSES AT 600 CTRS FIXED TO

CONCRETE ROOF TILES AT 38 : 100 PITCH.

48-21 Garage Door

ENGINEER.

18-21S

18-21S

18-21S

ELEVATION PLAN

Front Door Fame 12-21

Iron Balustrade

18-21SD18-21SD 18-21S

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ELEVATION 1

21-21Sd

18-21S

15-21SD

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12-21S

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ELEVATION 3

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BUILDERS PLANS

PLAN NO: CLM 134

09-09S 06-09S18-09S

ELEVATION 4

18-09S

DAT E

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SHE E

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DRA W

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: 100

DRAW

N: C

M

SHEE

T:

AMEN

DMEN

TS

A3 2.0A1 0

.9

B1 0.9

w i n d b r a c i n g p l a n

VERANDAH

dp

A1 0

.9

2118sd

2118s

dp

b3 2.7

LIVING

ENTRY

B1 0.9

A1 0

.9b3 2.7

dp

B1 0.9

dp

A1 0

.9

2118

s

2118sd

DINING

B1 0.9

BED

B1 0.9

A1 0

.9

BED 2

B1 0.9

b3 2.7

hws

DoubleGarage

BED 3

Man Hole

step down

ROBE

KITCH

B1 0.9

2148

pan

el d

oor

B1 0.9B1 0.9meterbox

dpB1 0.9

© copyright



PLAN NO: CLM 134 LH

A7

A1 0

.9

A3 2.0

LDRY A1 0

.9

A1 0

.9

B1 0.9

MASTER

A1 0

.9

B1 0.9

B1 0.9 dpB1 0.9

A1 0

.9

B1 0.9

A1 0

.9

2115sd

A1 0

.9

A1 0

.9

resistance required

resistance gained

B5

dire

ction

b

B6

B793.15 kN68.6 kN

resistance gained

resistance required

B3

B43

B2

B1 5.415

4.05 12.15

81.0

78.3 kN

69.8 kN

6kN/mmethod B

350x350brick pierrod, conc2.25kN1.5kN/m total

A5

A6

A2

A4

A3

A1 5.413

2 4.05

70.2

8.10

structuralplywood

pane

l

no. o

ff

wind bracing - N2

a/b & n.pg.i. strap

tb.1a sub totaland

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ELECTRICAL LEGEND

DOWNLIGHT POINT

EXHAUST FAN

SINGLE G.P.O. AT 1050 ABOVE FLOOR

SINGLE G.P.O. AT 300 ABOVE FLOOR

DOUBLE G.P.O. AT 300 ABOVE FLOOR

WALL MOUNTED LIGHT POINT

DOUBLE G.P.O. AT 1050 ABOVE FLOOR

TELEPHONE POINT

SMOKE DETECTOR

TV ANTENNA POINT

CEILING MOUNTED LIGHT POINT

METER BOX

s

s

e l e c t r i c a l p l a n

dp

VERANDAH

dp dp

2118sd

2118s

dp

3.000m LIVING

ENTRY

2118

s

2118sd

DINING

BED

dp

BED 2



© copyrightPLAN NO: CLM 134 LH

2148

pan

el d

oor

meterbox

s

DoubleGarage

BED 3

step down

ROBE

KITCH

Man Hole

hws

dp

ENSLDRY

1000

mm

1.820m

ROBE

s

MASTER

720 720

dp

WIR

2115sd

720BATH

30x0.8mm G.I. STRAPS WITH4/2.8mmø NAILS EACH END

TRADAC MANUAL IN GENERAL REFER TABLE 2.5 NOMINAL FIXINGS FOR TIMBER MEMBERS

BATTENS - HARDWOOD (J2)

WALL FRAME - PINE (JD4)TRUSSES - PINE (JD4)

ROOF FRAMING

TRUSS AT RIGHT ANGLES TO BRACING WALL

PROVIDE CLEARANCETO TRUSS

4/3.75mmø NAILSPER BLOCK

ROOF CLADDING TO BE FIXED TO MANUFACTURERS SPECIFICATIONS ON 50x25 F14 HWD ROOF TO BE OF TIMBER TRUSS CONSTRUCTION UNLESS OTHERWISE SPECIFIED ON PLANS

BLOCKING PIECESLARGE ENOUGH TOAVOID SPLITTING

t i e d o w n d e t a i l s

BRACING WALL

CEILING BINDERS TO BE 70x35 F5 AT 3000 CTRS. MAX.ROOF TRUSSES AT 600 CTRS.BATTENS AT 330 CTRS.

INTERNAL BRACING WALL

EXTERNAL WALL

TOP PLATE

NOTES: 1. THE MAXIMUM DEPTH OF SAWCUT SHALL NOT EXCEED 20mm

TB1 METAL ANGLE BRACE (1kN/m)

TB4 PLYWOOD SHEET BRACING (4kN/m)

TOP AND BOTTOM PLATES WITH 30x2.8ø FLATHEAD NAILS AT 50 CTRS; AT 15O CTRSALONG VERTICAL EDGES AND AT 300 CTRS ALONG INTERNAL STUDS. THE BOTTOM

6mm THICK F11 STRUCTURAL PLYWOOD IN OUTER FACE OF STUD WALL FIXED TO

PLATE SHALL BE FIXED TO THE SLAB WITH 1No.M12 BOLT INTERMEDIATELY.

TIE DOWN TO FLOORREFER TIE DOWN NOTES

2. SAWCUTS SHALL BE DEEMED AS NOTCHES.

2700 MAX. 1800 MIN.

2/50x2.8 NAILS TOEACH PLATE AND STUD

METAL ANGLEBRACE

BATTEN SPACING = 330

DIMENSION "A" = 4200

TRUSS SPACING = 600TILE ROOF

PLATE TO SLAB

TIE DOWN FIXINGS W33N

TABLE 2.5 "NOMINAL FIXINGS")CONNECTION (IN EXCESS OF

STUDS TO BOTTOM PLATE

TRUSS TO TOP PLATE

PLATES TO STUDS

BATTENS TO TRUSS

UPLIFT FORCE

0.05kN GENERAL

0.17kN EDGES

REQ. (kN)

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& WORKMANSHIP TO COMPLY WITH THEBUILDING CODE OF AUSTRALIA AND THE RELEVANT

ALL CONSTRUCTION METHODS, MATERIALS

FRAMING ANCHORS (LEGSNOT BENT) 6/2.8mmø NAILSEACH FACE

BRACING WALL

100x30 F8 NOGGING

TRADAC MANUAL

TRUSS PARALLEL TO BRACING WALL

PROVIDE CLEARANCETO TRUSS

GANG NAILFIXING

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CLI E

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1/65x2.8ø NAIL 40 PENETRATION

NOMINAL FIXING (STRAPS OR FRAMING ANCHOR)

8.7 NOMINAL FIXING

UPLIFT FORCE FIG No.

0.22kN

0.22kN

ACHIEVED (kN)

8.7

8.10(i)

SPACING FIXING

600

330

SCAL

E 1

: 10 0

SHE E

T:

DAT E

:

WIN

D SP

EED :

N3

DRA W

N:

AME N

DMEN

TS

studs to be securelyfixed with blockingand nails

30x0.8mm g.i. straps with4/2.8ø nails each end

PROVIDE ADDITIONAL NOGGING TO SUIT TOILET ROLLHOLDERS, TOWEL RAILS, ETC....SEE DETAILS ABOVE.

ADD - RIBBON PLATE 70 x 35 MGP10

SOFFIT BEARERS @ EACH TRUSS TAIL WITH 4.5mm F.C SHEETSNAILED AT 225 CTRS WITHIN 1200 OF EXTERNAL BUILDINGCORNERS AND AT 300 CTRS ELSEWHERENOTE:- USE 2.0 X 30mm GALV FIBRE CEMENT NAILS

external wall

internal bracing wall

4/3.15ø nails

70x35 nogging

CONCRETE

GROUND LEVEL.

FLOOR JOISTS).

WEEPHOLES AT 900mm CTRS. MAXIMUM.

LININGS

BRICKWORK

AND PENETRATIONS.

WITH A.S. 3660.1

REFER TO ENGINEER'S DETAILS.

DAMP COURSE NOT LESS THAN 2 COURSES ABOVE

POSSIBLE VARIATIONS TO WALL LININGS ORFIXING METHODS. ALL ABOVE LININGS SHALL APPLY

SUPACEIL LINING, FOR FRAME SPACING OF 600mm

PLASTERBOARD OR 6mm THICK VILLABOARD TO

SPACINGS OF 450mm (eg UNDERSIDE OF FIRSTAND 10mm THICK PLASTERBOARD FOR FRAME

WET AREAS. FIXED @ 300 CTRS OR 200 CTRSWHEN TILED, REFER TO BRACING PLANS FOR

CEILING SHALL BE LINED WITH 10mm THICK

WALLS SHALL BE LINED WITH 10mm THICK

PROVIDE APPROVED CAVITY FLASHING WITH

PROVIDE CONTINUOUS 200um POLYTHENE VAPOURBARRIER LAPPED 200 MIN. AND SEALED AT ALL JOINTS

PROVIDE TERMITE CONTROL IN ACCORDANCE

APPROVED BRICK TIES AT 600 x 600 CTS. MAX.STAGGERED. BRICKWORK SHALL HAVE APPROVED

UNLESS NOTED OTHERWISE ON FLOOR PLANS.

GENERAL NOTES

CTRS. MAXIMIUM.

ROOF FRAMING

ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS

CEILING BINDERS SHALL BE 70x35 F5 AT 3000

ROOF TILES SHALL BE INSTALLED IN ACCORDANCE

ROOF BATTENS SHALL BE 50x25 F14 HWD FIXED AS

ENTIRE ROOF SHALL BE TRUSS CONSTRUCTION AT

TO SUIT N2 CONDITIONS UNLESS NOTED OTHERWISEON PLANS

600 CTRS. MAX. DESIGNED AND INSTALLED IN

PER TIE DOWN SCHEDULE.

WITH MANUFACTURER'S SPECIFICATIONS TO SUIT

NOGGINGS TO STUDS:

NUMBER OF COMMON STUDS AT SIDES OF OPENINGS

1500

1 MASONRY NAIL HAND DRIVEN AT SLAB

RIBBON PLATE TO TOP PLATE - REFER TOAS 1864.4 - 1999

PLATES 38 - 50mm THICK - 2/90mm NAILSPLATES UP TO 38mm THICK - 2/75mm NAILS

SCREW OR BOLT AT NOT MORE THAN

BOTTOM PLATES TO CONCRETE SLAB:

COMMONOF WIDTH (mm)

2

2

STUD

600

450

1

1

1

2

900SPACING(mm) 1200

2/75mm NAILS SKEW NAILED OR THRU

BOTTOM PLATE TO JOISTS:3000mm CTRS.

EDGE OR.

NAILED.

4

4

2 2 3 32

32 2 3 3

4

4

3600330021001800 2400 2700 3000

1/30x0.8 G.I. STRAP FIXED OVER TRUSS WITH

2/75mm NAILS SKEWED THRU STUD INTO PLATE

PLUS 2/75mm SKEW NAILS TO EACH INTERFACE

PLATES UP TO 38mm THICK - 2/75mm NAILS

STRAP ENDS FIXED TO PLATE WITH 3/2.8ø NAILS

PLATES 38-50mm THICK - 2/90mm NAILS

WALL FRAMING - GROUND FLOOR:TOP AND BOTTOM PLATES TO STUDS:

NAILS THRU PLATE IN BOTH CASES.

TIE DOWN CALCULATION - N2 NON- CYCLONIC

(40mm PENETRATION INTO RECEIVING MEMBER)

1 No. FRAMING ANCHOR WITH 3 NAILS MIN.

TO MANUFACTURER'S SPECIFICATIONS

OR:

TO EACH LEG AT INTERFACEOR:

ROOF TRUSSES TO TOP PLATE:

WITHIN 1200mm OF EDGESROOF BATTENS TO TRUSSES:

ROOF TILES TO BATTENS:MEMBER CONNECTION

GENERAL AREA1/65x2.8ø NAIL

NOM. FIXINGAS PERAS 1684.4TABLE 9.7




AS 1684 - 1999

0.22kN

NOM.

0.17kN0.05kN

FIXING

TIEDOWNUPLIFT

- ONE ROW NOGGINGS

STD CORNER DETAIL

FLOOR BOTTOM PLATE. WALL NOGGING AT 1350mmPROVIDE SOLID NOGGINGS SUPPORT BELOW FIRST

- TOP AND BOTTOM PLATES

CTRS. MAXIMUM.

70 x 35 FRAME - STUDS AT 450 CTRS NOT NOTCHED - ONE ROW OF NOGGINGS

ADD - RIBBON PLATE 70 x 35 MGP12 MGP10 PINE FRAME TO NON LOAD BEARING WALLS AND PARTITIONS

70 x 35 FRAME - TOP PLATES, NOT NOTCHED.( SAME RATING AS RIBBON PLATE ABOVE )

TOP PLATES FOR ROOF SPANS 7900 - 14700:

TOP PLATES FOR ROOF SPANS 4400 - 7900:

70 x 35 FRAME - BOTTOM PLATES

2/70 x 35 FRAME - STUDS AT 450 CTRS

MGP10 PINE FRAME TO LOAD BEARING WALLS

WALL FRAMING

SOFFIT LININGS

bracing at (approx). 30º towall top plate when viewed on plan

30x0.8 g.i.strap

speedbrace

1800 min > 2700 max

battens cont.in the areawhereverpossible

SPEEDBRACE DETAIL

all nails to be 30x3.15øflatheads

note:

speedbrace

METAL - ANGLE BRACE1.5kN l/m racking resistance

3/30x2.8extrudednail totop andbottomplates

100max.

100max.

approved concretefasteners 1200 max.

galvanised steel angle brace 3/30x 2.8 extruded nail to each end

using the hammer face only

end truss (of brace bay)

bend over end trussand fix with 3 nailsto face of truss and 2 nails to top

2 nails intotop chord

PLYWOOD BRACE METHOD B

bend to side oftop plate (if nec.)fix with 2 nails toside and 3 nailsunder plate.

45º orless

6.0kN l/m racking resistance

BRACING WALL TO EXT. WALL

top plate

BRACING WALLS TO TRUSSES

std 2/3.15 nails per stud

add. 2/3.15 nails perstud spacing

f27 - 4mm to 450 stud spacing

f27 - 4.5mm to 600 stud spacing

300m

m m

ax.

150m

m m

ax.

150m

m m

ax.

provide m12 rods to eachend of bracesing panel ifthey are less than 900 inlength

nails should be driven just below the sheet surface

m12 bolt each sideof panel maximum100 in from sides

fixing to ribbontop plates

plywood stress gradesmin. thickness

50mmmax.

12mmmin.

bracing wall

provide a sufficientgap for trussdeflection

2/ nailing platesor framing anchorseach end

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bottom plate to as 1684

top plate & joinery to as1684plasterboard cornice & ceiling

selected architrave and skirting

slab and footings toengineers design

290

TYP. SECTION BRICK / VENEER CONC. TILES

10

masonry walls at900mm ctrs. max.

note: weepholes to

9620

4

86 (7

5 m

in.)

gl

pad

cut header coursefor sill (typ).

termimeshflashing

weather mould

600 o/hang

fc sheet soffitlining

metal fascia and gutter system

note: truss bindersat 3000 ctrs

conc. roof tiles fixedto manuf. specs. ( toas1757 & as2050)

2550

2190

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note: termite protectionto as3660.1

50mm bedding sand

approved vapourbarrier 30

0

slab level

pad level

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360

joinery line

trusses at 600 ctrs to engr'sdesign & manuf's specs.

truss tiedown as per suppliers specs

u/s truss

22.5º pitch

CLI E

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SIT E

:

- all construction to be in strict accordance with:- the building code of australia AS 1684- 1999- termite treatment to comply with the provisions of Part 3.1.3 of the BCA and with AS3660.1.- concrete construction to comply with AS2870.1 / AS3600.- timber construction to comply with the provisions of Part3.4.3 of the BCA and AS1720.1 /AS1684.- concrete roofing to comply with AS1757, AS2050 and be fixed to manufacturer's spec's for relevant conditions.- weepholes in masonry walls at 900 ctrs.- vertical articulation in masonry walls to comply with the provisions of Part 3.3.1.8 of the BCA.- wet areas to comply with the provisions of Part 3.8.1 of the BCA.- Smoke alarms to comply with the provisions of Part3.7.2 of the BCA.- wall bracing to comply with the provisions of Part 3.4.3.8 of the BCA. + AS 1684 - 1999- ensure shear blocks are of a sufficient length to avoid possible splitting.- glass installation to comply with AS1288, and AS2047.

ceiling joist orbottom chord

blocking same sizeas ceiling joist

binder 70 x 35

top plate

top plate

binder

note: all noggings

2/ noggings

placed on edge.

ELEVATION

WC / BATHROOM NOGGINGSTOWEL RAIL

1050

stud

PLAN

TOILET ROLL HOLDER

800

ELEVATION

nogging

BRACING WALLS TO TRUSSES

stud

PLAN

BINDERS

provide a sufficientgap for trussdeflection

4/3.15ø nails

bracing wall

m10 bolt at least 80mm fromend of binder. if lessprovide two framing anchorsas an alternative as shown.

block nailed totop plate with4/75mm nails

30 x 0.8 g.i. strap4/2.8ø nails each end

or

ceiling joist /bottom chord

WIN

D SP

EED:

N2

SCA L

E 1

: 100

DRA W

N: C

M

SHE E

T:

DAT E

: AM

E NDM

ENTS

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About Our Concept Home Plans

Our concept house plans were created as preliminary house plans for clients or builders.

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Builders Set of Plans Includes

• Preliminary House Plan Set (Digital)• Editable Doc File • 3D Front facade JPEG• 2D Floor plan JPEG• Copyright to use the plans

• Preliminary House Plan Set (Digital)• Brochure Plans in PDF format• Editable Doc File • 3D Front facade JPEG• 2D Floor plan JPEG• Copyright to use the plans

Example brochureExample brochure

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http://www.australianfloorplans.com/bunnings/house_plans/

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Affordable Low Cost Custom Design Set Affordable Low Cost Custom Design Set

A Custom Design Set is a full set of construction plans, we make custom changes as per your requirements. When you A Custom Design Set is a full set of construction plans, we make custom changes as per your requirements. When you request a change to a plan, example room sizes, window changes, layout changes etc our Custom Design Team need to request a change to a plan, example room sizes, window changes, layout changes etc our Custom Design Team need to redraw all the plans to reflect your changes. This is very labour intensive and time consuming as creating a full set of redraw all the plans to reflect your changes. This is very labour intensive and time consuming as creating a full set of working drawings with roof changes and bracing changes can take 5-7 days labour. Even a small change like a window working drawings with roof changes and bracing changes can take 5-7 days labour. Even a small change like a window change will still need all the plans to be altered. However our discounted Custom Design Set is dramatically cheaper than change will still need all the plans to be altered. However our discounted Custom Design Set is dramatically cheaper than most Design Companies.most Design Companies.

Includes: (Customised to your requirements)Includes: (Customised to your requirements)• Floor plan with all dimensions nominated • Floor plan with all dimensions nominated • Elevation Plans• Elevation Plans• Electrical Plans• Electrical Plans• Bracing Plans• Bracing Plans• Tie Down Details• Tie Down Details• Building Notes Page• Building Notes Page• Sketch Plan• Sketch Plan• 3D Render of Façade• 3D Render of Façade• All the above plans are classified as "Full Working Drawings"• All the above plans are classified as "Full Working Drawings"• Please contact us with any questions for Custom Design Set and we will call you back to discuss it further• Please contact us with any questions for Custom Design Set and we will call you back to discuss it furtherPhone :Phone : 07 33 190 916 07 33 190 916 email : email : [email protected]@australianfloorplans.com

Affordable Low Cost Custom Design Set Affordable Low Cost Custom Design Set

A Custom Design Set is a full set of construction plans, we make custom changes as per your requirements. When you A Custom Design Set is a full set of construction plans, we make custom changes as per your requirements. When you request a change to a plan, example room sizes, window changes, layout changes etc our Custom Design Team need to request a change to a plan, example room sizes, window changes, layout changes etc our Custom Design Team need to redraw all the plans to reflect your changes. This is very labour intensive and time consuming as creating a full set of redraw all the plans to reflect your changes. This is very labour intensive and time consuming as creating a full set of working drawings with roof changes and bracing changes can take 5-7 days labour. Even a small change like a window working drawings with roof changes and bracing changes can take 5-7 days labour. Even a small change like a window change will still need all the plans to be altered. However our discounted Custom Design Set is dramatically cheaper than change will still need all the plans to be altered. However our discounted Custom Design Set is dramatically cheaper than most Design Companies.most Design Companies.

Includes: (Customised to your requirements)Includes: (Customised to your requirements)• Floor plan with all dimensions nominated • Floor plan with all dimensions nominated • Elevation Plans• Elevation Plans• Electrical Plans• Electrical Plans• Bracing Plans• Bracing Plans• Tie Down Details• Tie Down Details• Building Notes Page• Building Notes Page• Sketch Plan• Sketch Plan• 3D Render of Façade• 3D Render of Façade• All the above plans are classified as "Full Working Drawings"• All the above plans are classified as "Full Working Drawings"• Please contact us with any questions for Custom Design Set and we will call you back to discuss it further• Please contact us with any questions for Custom Design Set and we will call you back to discuss it furtherPhone :Phone : 07 33 190 916 07 33 190 916 email : email : [email protected]@australianfloorplans.com

Do you want modifications to this design – OR a custom design? Get our Free QuoteDo you want modifications to this design – OR a custom design? Get our Free Quote


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2 Storey Homes Ebook more details HERE 1 Storey Homes Ebook more details HERE

House Facades and Home Fronts details HEREBathrooms Ebook more details HERE

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Duplex Designs more details HERE




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TO REMOVE THIS NOTICE AND HAVE FULL USE OF PLANSTO REMOVE THIS NOTICE AND HAVE FULL USE OF PLANSBUY OUR CONCEPT PLANS AND LICENCE PACK Only $49.95BUY OUR CONCEPT PLANS AND LICENCE PACK Only $49.95



Documents

Width 19.7 x 16.2 meters