10/0662 - Operational Works [As Published] · 142010.662

2050 x 2.8mm 0 nails for Timber Broce, oF
2030 x 28m 6 ras for Metal Brace, io
each stud and plate,

       
       

No end spits alowed,
ld necessary

30x08 Gelv. rap with
320 x 2.8mm a Gav, Fathead Nada
(or expivalerd) to each end of Sud,

Min. 75 x 15eom F8 Brace or
Metal Angfe of rin, Nominal
Section 18 x 16. 1.2mm.

30 x OB Gab. strap with
‘90 x 2.8nnm o Gely, Flathoad Naits
7 {or ecpivalend to exch end of Shit
5mm masonry nai at
ot more than 1200mm centre

30x 08mm Gal, strap with
380x 2.6mm 6 Gaby. Flathead Nas
(or equivalent to each end of Stud

Sneed Brace Detall i5ki/m

Timber end mets! engia brace The maximum depth of a notch or amw-cut
shall not exceed 20mm, Sew-cut studs shall be designed as notched,

 

 

 

 

 

 

 

 

 

28

 

 

 

 

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tirectianB (>
GROUND FLOOR BRACING PLAN

Harditex hase sheet bracing

   

JAMES HARDIE Harditey Base Sheet products may paddle stud
beused to achieve 2.0kN resistance per 800mm
or 1200mm Wide sheet with studs at 450mm cla
or Boomm cls respectively.

THE DOWN REQUIREMENTS <

Timber Floor, fix botiom plate to floor Joists
saith 275m nalts 21 450chs ”
fot up to 38men plate and
230enrm halla st 480 c/s for
Sdmm plates.

Conereta Slah;?5em masonry nalls ot 1200mun

RAILING :

‘Nal cheets to spacings shown inthe deta = 81}

using 20x2.8mm galvanised fibre cement nalts.

De rot over drive nalts, or nail closer than 12mm

from sheet edges and 50mm tom sheet earners. - P| soezamen Gahvanited fibre

2Didi's per Braciog Panel

Ply brace

DESIGN DATA - DESIGN RACKING RESISTANCES

Table & Minimum Sheathing Talekness of
Phywood (ren)

 

Phywoed
Sess
Grade

eas Spacing
‘Siam | Ronn

 

 

 

n
At
Fla
cd

7
‘
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eon

 

6.0idi/m

 

 

Vertcal Bt Joints
Permitted Provided
Foring to nogging at
SOmn ore

Fastener Centres
‘Sderm Top & Bottom Plate
150mm Vertical Edges

    

 

 

 

 

 

BRACING SCHEDULE ,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BRAG TE
bwaus w
att [seawun ee Co

at Aisa Wa Baa oT tT

bh aes Wa 27 36

sagas etal a

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i eh? as

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q Ba Ata as
lo 36 eo? as
lp fren 2
le le ttre aa
atten a
igs es u
is aastSsm 2
2 nS us
les Deis u
faa Es eu
fa [sae ctmnie te
RERSTANGE Det A TOTAL Ca

RESTUNGE REGED me

Rasa Bat p

be a Sede Sats? a
hs A Se o
ls Bae We ja
ls presen) a
si it Se eto? pa
lam |ssetasn a
a Lae ts
rt marae as
fam Peo tu
fax |ossepain ae
fran |e dese aa
fa | ont a
fe fase tonite ks
le a tire is
le . o
PESETANGE DR TOTAL jas
RERETANCE REQURED Co

 

 

 

DESIGN WIND VELOCITY =N2

J

 

 

Bare:
feny. wort | REVISION

28 [JAN 10_[Preirinry Tas
29] JAN.10-[lesue to Chen

8 FEB.10

437 APR.10 [Engineering lesue

 

 

 

 

 

 

 

 

NOTFOR CONSTRUCT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|
FIRST FLOOR BRACING PLAN

 

 

 

 

 

 

 

 

 

 

Allwork shall comply wth rulavent Ausvalan
Standards and Local Gavamment By Lows.

Al dimensions to ba chackad on che Prior
commencement bf work.

Oe nat Scale trom drawings. tse figured
eemaneions ony.

‘These plana may nat be copied in whote or
part witout the wrizn permission of

 

OESIGN WIND VELOCITY 2

 

TERRAIN CATEGORY [ ti
ATRORITY

LOCAL
SUMSHINECOASTREGIOWALCOOWCR)

Q.B.5.A, No. 065414
LINDUGHT HOLDINGS PTY. LTD. ACN 0°

 

 

 

 
    

burleigh design

 

 

 

 

‘S6dem Intermediate Studa
a" sheathed Panels Cannected te
Sub-Floot by Method Given
bo trstalation Section,
ome *
NB. The short wall reductlon factors are nat to be applied to
this fixing system, j
t
BRACING SCHEDULE
GAG TYPE
jas wi
neni rea awe wacesean sear | WiLL? BO
Ase WoT ir
b eA OSs Wl Sats Fry
3aA0de wd aes 3s
et u
i 50a Wea Sin 2 a
31ASa We Se? a
< Aaa tt a
2470s St s
anata de Sars i
i) lo 3a ee? Fr
h te us
le tes tse 21
lew porn ja
Is zie vise ae
6 ba Lh a
RERBTANGE DIR A TOTAL ar
PESETAMCE REQUIRED fo
fe [eae ar
cemetery a
ir essen a
jean tbe chore ry
Ea tents tu
lez Lea re sa
o a . ct
(RESETTANCE OR BL TOTAL, oA
REGETANCE REQURED aa

DESIGN WIND VELOCITY = N2

 

    

.0. Bex 217, CHIRN PARK, QUO 4215,
Phone: (07) $581 2455
Fax: _ (07) 5501 2588

 

bireetton D>

nireetion B D>

GHEET HN

BRACING PLAN
N,Ra& 6 TOKOWIC

PROPOSED DUPLEX
13, Grant Street
Noosa Heads

Sheet 7oOf9

\Dewna ie 08-3781