Example
of C
onstr
uctio
n set
of pla
ns
no co
pyrig
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ease
in ex
ample
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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
Example
of C
onstr
uctio
n set
of pla
ns
no co
pyrig
ht rel
ease
in ex
ample
http:/
/www.au
strali
anflo
orplan
s.com
/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
Butlers Kitchen / Pantry
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
DO N
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SCAL
E O
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ritte
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1780
2100
2100
2100
Ron
& Me
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e Gr
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09 G
i bso
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4000
6580
4600
section "a-a"
950 20507070 70
3070 7070
600
230
230
820
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
MASTER BEDROOM
21-06
D H21
-06D H
© co
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F L O O R P L A N
5440
3250
3040
1850
1400
230
230
28602120
2120
70707070 70
CLI E
NT :
SIT E
:
GARAGE
820
BED 2
4800
W X
2100
HT P
ANEL
IFT
ENTRY PORCH
D.P
1940
6460
6000
section "a-a"
D.P D.P
1460
1110 350
600
1940
AMEN
DMEN
T S
5570
5570
5570
6030
70 70 70
WIN
D SP
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N2
SCA L
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: 100
DRA W
N: D
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DAT E
:
SHE E
T:
230
Example
of C
onstr
uctio
n set
of pla
ns
no co
pyrig
ht rel
ease
in ex
ample
http:/
/www.au
strali
anflo
orplan
s.com
/
DO N
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WIN
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DATE
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SHE E
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AME N
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SCA L
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: 100
BUILD
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PLAN
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Aust
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SIT E
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CLI E
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Ema i
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@Au
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s.co
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© copyright
Collection of Designs
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
colourbond metal roofat 12º pitchsarking under
Elevation 2 bagged and painted brickwork
300
aluminium framed slidingglass doors and windows
platform
slab
metal fasciagutter system pitching height
colourbond metal roofat 20º pitchsarking under
colourbond metal roofat 12º pitchsarking under
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.
Example
of C
onstr
uctio
n set
of pla
ns
no co
pyrig
ht rel
ease
in ex
ample
http:/
/www.au
strali
anflo
orplan
s.com
/
DO N
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SCAL
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FF. W
ritte
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sions
take
pre
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WIN
D SP
EED :
N2
DATE
:
DRA W
N: D
M
SHE E
T:
AME N
DMEN
T S
SCA L
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: 100
BUILD
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PLAN
Sht
tp: //
www.
Aust
ralia
nflo
orpl
ans .
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SIT E
:
CLI E
NT :
© co
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Ema i
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min
@Au
stra
lianf
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p lan
s.co
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Elevation 3
aluminium framed slidingglass doors and windows
E L E V A T I O N P L A N 2
aluminium framed slidingglass doors and windows
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
colourbond metal roofat 12º pitchsarking under
colourbond metal roofat 20º pitchsarking under
© copyright
Collection of Designs
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
colourbond metal roofat 12º pitchsarking under
colourbond metal roofat 12º pitchsarking under
colourbond metal roofat 20º pitchsarking under
Stone feature wall
Example
of C
onstr
uctio
n set
of pla
ns
no co
pyrig
ht rel
ease
in ex
ample
http:/
/www.au
strali
anflo
orplan
s.com
/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
PLAN NO: CLM 246RH retro
BUILDERS PLANShttp://www.Australianfloorplans.com
Collection of Designs
© copyright
Butlers Kitchen / Pantry
720SHR
M
ROBE
R
s820
21-18 SL DOORS
820ROBE21-18 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
DO N
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nce
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
http
: //ww
w.A u
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lian f
loor
plan
s.co
mBU
ILDER
S PL
ANS
Ema i
l: ad
min
@Au
stra
lianf
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plan
s.co
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© co
pyrig
ht
GARAGE
820
BED 2 G
4800
W X
2100
HT P
ANEL
IFT
ENTRY PORCH
D.P
section "a-a"
D.P D.P
AME N
DMEN
T S
sensor light
WIN
D SP
EED :
N2
SCA L
E 1
: 100
DRA W
N: D
M
DAT E
:
SHE E
T:
Example
of C
onstr
uctio
n set
of pla
ns
no co
pyrig
ht rel
ease
in ex
ample
http:/
/www.au
strali
anflo
orplan
s.com
/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
PLAN NO: CLM 246RH retro
BUILDERS PLANShttp://www.Australianfloorplans.com
Collection of Designs
© copyright
B1 0.9Butlers Kitchen / Pantry
720SHR
ROBE 82021-18 SL DOORS B1 0.9
820ROBE21-18 SL DOORS
BED 3
D.P
BATH
B1 0.912-15SW 12-12SW
B1 0 .
9
770
LINENB1 0.9720720
820
FRIGOVEN
WC720
12-09SW
BROO
M720
LDY wmt
dry
21-15SD
B1 0 .
9B1
0 .9
DO N
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sions
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nce
section "a-a"
B1 0.9
820
ENSUITE720
820 C
AVITY
DOO
R
A1 0 .
9D.P 21-09DH
B1 0.9
SHRWC
W.I.R
A1 0 .
9A1
0 .9
21-06
D H
21-06DH D.PB1 0.9 21-06DH
B1 0 .
906
-06 F
X 3
21-15 MIRROR DOORS
MASTER BEDROOM
21-06
D H21
-06D H
http
: //ww
w.A u
stra
lian f
loor
plan
s.co
mBU
ILDER
S PL
ANS
Ema i
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min
@Au
stra
lianf
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plan
s.co
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© co
pyrig
ht
wind bracing - N2
B7B6B5B4B3B2B1
A6A7
A1
A5A4
A2A3
GARAGE
820
BED 2
dire
c tio
n b
4800
W X
2100
HT P
ANEL
IFT
ENTRY PORCH
D.P
section "a-a"
D.P B1 0.9 B1 0.9 D.P
dire
c tio
n a
10
AME N
DMEN
T S
5.4 54.0
54.0KN52.5kNresistance required
resistance gained
WIN
D SP
EED :
N2
SCA L
E 1
: 100
DRA W
N: D
M
DAT E
:
SHE E
T:
68.8kN70.2kN
70.2
total
sub totaland
13 5.4
resistance requiredresistance gained
pane
l
no. o
f f
6kN/mmethod B 1.5kN/m
350x350brick pierrod, conc
2.25kN
plywoodstructural
a/b & n.pg.i. strap
tb.1a
Example
of C
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uctio
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ns
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ample
http:/
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strali
anflo
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s.com
/
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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E O
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n di
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take
pre
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nce
& 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
BUILD
ERS
PLAN
Sht
tp: //
www.
Aust
ralia
nflo
orpl
ans .
com
Ema i
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© co
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I ENT
:
SIT E
:
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
Example
of C
onstr
uctio
n set
of pla
ns
no co
pyrig
ht rel
ease
in ex
ample
http:/
/www.au
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s.com
/
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
NOM. FIXINGAS PERAS 1684.4TABLE 9.7
NOM. FIXINGAS PERAS 1684.4TABLE 9.7
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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