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L O W S E T H O M E D E S I G NTHE EASY WAY TO DESIGN YOUR OWN HOME

luxury home plans - small house plans - vacation home plans - duplex floor plans - garage plans - granny flat plans - and more...

B U I L D E R S F L O O R P L A N SAustralianfloorplans.com

TO BUY -THIS PLAN GO TO - http://www.Australianfloorplans.com

© copyright

MOST POPULAR SERIES

Specialising in giving you the Highest Quality House Plans

Best Selling House Plans

LIVING ROOM

ROBE

21-21 SL DOORS

HOME CINEMA

BED 4

ALFRESCO

SERVERY

Butlers Kitchen / Pantry

SHR

ROBE

ROBE

BATHBED 3

OVENFRIG

LINEN

dryt

wmLDY

720

BROO

M

720WC

720 ENSUITE

W.I.R

WC SHR

CLM International

MASTER BEDROOM

21-15 MIRROR DOORS

GARAGE

BED 2

PORCHENTRY

PLAN NO:246RH

246.60 m²

36.7020.60

185.40Floor

GarageAlfresco

Porch

Total

3.90

* 4 Bedrooms* Spacious Master Bedroom* Ensuite* Walk in robe* Large Family room* Elegant Lounge room* Formal Dining room* Modern Kitchen* Double GarageLength 14.9 metres Width 20.8 metres

Features/Size

PLAN NO: CLM 246RH retro

BUILDERS PLANShttp://www.Australianfloorplans.com

© copyright

Collection of Designs

http://www.australianfloorplans.com




http://www.Australianfloorplans.com








Example

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/21-21 SL DOORS

11720

20120

3200

18180

3200

3340

19520

4430

11850

20120

17120

4200

24-24SD

ROBE

12-15SW

LIVING ROOM

1251

01371

0

8210

4360

3760

3760

2100

230

21-06DH21-06DH

21-06DH

246.60 m²

36.7020.60

185.40Floor

GarageAlfresco

Porch

Total

3.90

3850

3850

3850

4110

230 14

0023

0

230

3800

4260

38004710

4250

D.P D.P

21-06

D H21

-06D H

HOME CINEMA

BED 4

21-06

D H

230

ALFRESCO

24-30SD

SERVERY

12-15SW

1200

3770 27

00

1700

900 37

70

70 70

70 1000

1000

600

1000

530

530

707070

70

930

1730

230


7202100SHR

ROBE 82021-18 SL DOORS

820ROBE21-18 SL DOORS

BED 3

D.P

BATH

12-15SW 12-12SW

770

LINEN

720720820

FRIGOVEN

WC720

12-09SW

BROO

M720

LDY wmt

dry

21-15SD

1800

18003200

3600 1100

1600 1570

1670

1371

0

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AVITY

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MASTER BEDROOM

21-06

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F L O O R P L A N

5440

3250

3040

1850

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W X

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ENTRY PORCH

D.P

1940

6460

6000

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D.P D.P

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600

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5570

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5570

6030

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© copyright


http://www.Australianfloorplans.comBUILDERS PLANS

PLAN NO: CLM 246RH

Elevation 1

2740

aluminium framed slidingglass doors and windows

Front Elevation

300

platform

slab

pitching heightR2,5 batts to ceiling

colourbond metal roofat 20º pitchsarking under

Stone feature wall

Flat roof over

brickworkPainted cladding

metal fasciagutter system


Elevation 2 bagged and painted brickwork

300


platform

slab

metal fasciagutter system pitching height



R2,5 batts to ceiling

Painted cladding Stone feature wall

E L E V A T I O N P L A N 1

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 clause f1.7 of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- concrete roof fixed in accordance with the manufacturer's specifications for w33n conditions.- provide alcor barrier between lead flashing and zincalume valley gutter as required.- vertical articulation joints to comply with the provisions of Part 3.3.1.8 of the BCA.






mailto:[email protected]





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Elevation 3


E L E V A T I O N P L A N 2


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 clause f1.7 of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- concrete roof fixed in accordance with the manufacturer's specifications for w33n conditions.- provide alcor barrier between lead flashing and zincalume valley gutter as required.- vertical articulation joints to comply with the provisions of Part 3.3.1.8 of the BCA.

metal fasciagutter system

R2,5 batts to ceiling



© copyright


http://www.Australianfloorplans.comBUILDERS PLANS

PLAN NO: CLM 246RH

garage

SLAB AND FOOTINGS TO ENGINEER'S DETAIL. section "a-a"

shr

entry wir ensuite

2740

2740

R2,5 batts to ceilingmetal fasciagutter system

brickwork




Stone feature wall





http://w






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/21-21 SL DOORS

dble g.p.o. 1050 above floor level

garage d.g.p.o. 1350 above floor refridg. g.p.o. 1650 above floor

vanity d.g.p.o. 1100 above floor

single g.p.o. 1050 above floor level

E L E C T R I C I A L F L O O R P L A N

24-24SD

ROBE

12-15SW

LIVING ROOM

light switch 1350 above floor level

21-06DH21-06DH

21-06DH

246.60 m²

36.7020.60

185.40Floor

GarageAlfresco

Porch

Total

3.90

wall mounted lightdownlight

ceiling light - batten holder

meter box

single g.p.o. 300 above floor leveldble g.p.o. 300 above floor level

fluorescent light - 1200 singleexhaust fanlightceiling fan

GR

D.P D.P

TV

21-06

D H21

-06D H

HOME CINEMA

P

BED 4

21-06

D H

ALFRESCO

24-30SD

SERVERY

12-15SW




© copyright


720SHR

M

ROBE

R

s820

21-18 SL DOORS


BED 3

D.P

BATH

12-15SW 12-12SW

770

LINEN

s

720720820

FRIGOVEN

WC720

12-09SW

BROO

M720

LDY wm

hws

t

dry

21-15SD

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s

exh. fan w/- 2 heatlamps & 1 light12V halogen downlight

hot water servicesmoke detectorceiling fan light

rangehood g.p.o. 1650 a.f.l. if req'dmicrowave g.p.o. 1650 a.f.l. if req'd

telephone outlet 1650 above floortelephone outlet 300 above floortelevision outlet

section "a-a"

PP

HTV

M hwss

820

TVTV

ENSUITE720

820 C

AVITY

DOO

R

D.P 21-09DH

SHRWC

W.I.R

21-06

D H

21-06DH D.P21-06DH

06-06

F X 3

21-15 MIRROR DOORS

TV

MASTER BEDROOM

21-06

D H21

-06D H

Elevations

3

4

12

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GARAGE

820

BED 2 G

4800

W X

2100

HT P

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ENTRY PORCH

D.P

section "a-a"

D.P D.P

AME N

DMEN

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sensor light

WIN

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SCA L

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: 100

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N: D

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DAT E

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T:











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/21-21 SL DOORS

W I N D - B R A C I N G P L A N

24-24SD

ROBE

12-15SW

LIVING ROOM

21-06DH21-06DH

21-06DH

246.60 m²

36.7020.60

185.40Floor

GarageAlfresco

Porch

Total

3.90

A1 0 .

9A1

0 .9

D.P D.PB1 0.9

21-06

D H21

-06D H

HOME CINEMA

BED 4

21-06

D H

A1 0 .

9

ALFRESCO

A1 0.

924-30SD

SERVERY

12-15SW

A1 0 .

9

all head sizes are mgp10 unless noted otherwisegirder truss locations are indicative and tobe confirmed by truss supplier.

A1 0 .

9




© copyright

B1 0.9Butlers Kitchen / Pantry

720SHR

ROBE 82021-18 SL DOORS B1 0.9


BED 3

D.P

BATH

B1 0.912-15SW 12-12SW

B1 0 .

9

770

LINENB1 0.9720720

820

FRIGOVEN

WC720

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BROO

M720

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21-15SD

B1 0 .

9B1

0 .9

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ENSUITE720

820 C

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9D.P 21-09DH

B1 0.9

SHRWC

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A1 0 .

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0 .9

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21-06DH D.PB1 0.9 21-06DH

B1 0 .

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X 3

21-15 MIRROR DOORS

MASTER BEDROOM

21-06

D H21

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wind bracing - N2

B7B6B5B4B3B2B1

A6A7

A1

A5A4

A2A3

GARAGE

820

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dire

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HT P

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DMEN

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5.4 54.0

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resistance gained

WIN

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70.2

total

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13 5.4

resistance requiredresistance gained

pane

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f f

6kN/mmethod B 1.5kN/m

350x350brick pierrod, conc

2.25kN

plywoodstructural

a/b & n.pg.i. strap

tb.1a











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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)

DO N

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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

GANG NAILFIXING

TRADAC MANUAL

TRUSS PARALLEL TO BRACING WALL

PROVIDE CLEARANCETO TRUSS

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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

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SHE E

T:

DAT E

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http://www.australianfloorplans.com/30x0.8mm







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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

DO N

OT

SCAL

E O

FF. W

ritte

n di

men

s ions

take

pre

cede

nce

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

© co

pyrig

ht

Ema i

l: a

dmi n

@m

mb u

ilder

s.c o

m.a

u

note: termite protectionto as3660.1

50mm bedding sand

approved vapourbarrier 30

0

slab level

pad level

BUILD

ERS

PLA N

Sht

tp: //

www.

h om

ewor

ld.w

s

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

NT :

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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