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FENCING and LANDSCAPING - Finlayson · 2016-07-22 · HARDWOOD FENCE RAILS RH07548 Rail Hwd 75 x 38...

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167 ALL PRICES INCLUDE GST. Ask in store about our Price Guarantee. Fence Posts Fence Rails Sleepers Palings Landscaping Logs CCA H4 Treated CCA Lattice Pine CCA Rebated Frame Queenslander Lattice - Pre Primed Queenslander Lattice - Made to Order TDS 20 - Residential Timber Fences Section 12 FENCING and LANDSCAPING
Transcript

167ALL PRICES INCLUDE GST. Ask in store about our Price Guarantee.

Fence Posts

Fence Rails

Sleepers

Palings

Landscaping Logs CCA H4 Treated

CCA Lattice Pine

CCA Rebated Frame

Queenslander Lattice - Pre Primed

Queenslander Lattice - Made to Order

TDS 20 - Residential Timber Fences

Section 12 FENCING and LANDSCAPING

168 “Celebrating 141 YEARS.”

CODE DESCRIPTION PRICE EACH

PH07518 POST HWD CCA-H4 100 x 75 1.8M FENCE GRADE $16.17

PH07524 POST HWD CCA-H4 100 x 75 2.4M FENCE GRADE $23.94

PH10024 POST HWD CCA-H4 100 x 100 2.4M FENCE GRADE $28.77

POST HWD CCA-H4 100 x 100 3.0M FENCE GRADE $39.02

PP07524 POST PINE CCA-H4 100 x 75 2.4M FENCE GRADE $10.51

PP10024 POST PINE CCA-H4 100 x 100 2.4M FENCE GRADE $13.95

Note: For best fence performance Finlayson’s recommend hardwood posts

CODE DESCRIPTION PRICE EACH

HARDWOOD FENCE RAILS

RH07548 Rail Hwd 75 x 38 4.8M Fence Grade $19.69

RH10048 Rail Hwd 100 x 38 4.8M Fence Grade $26.26

CCA PINE FENCE RAILS

RP07548 Rail Pine CCA-H3 75 x 38 4.8M Fence Grade $7.90

RP10048 Rail Pine CCA-H3 100 x 38 4.8M Fence Grade $10.51

RP10048 Rail Pine CCA-H3 100 x 38 5.4M Fence Grade $11.95

CODE DESCRIPTION PRICE EACH

HARDWOOD SLEEPER CCA H4

SH05024 SLEEPER HWD CCA-H4 200 x 50 2.4M $24.67

SH05030 SLEEPER HWD CCA-H4 200 x 50 3.0M $37.75

SH07524 SLEEPER HWD CCA-H4 200 x 75 2.4M $36.96

SH07530 SLEEPER HWD CCA-H4 200 x 75 3.0M $46.02

PINE SLEEPER CCA H4

SP05024 SLEEPER PINE CCA-H4 200 x 50 2.4M $12.89

SP05030 SLEEPER PINE CCA-H4 200 x 50 3.0M $16.50

SP07524 SLEEPER PINE CCA-H4 200 x 75 2.4M $18.94

SP07530 SLEEPER PINE CCA-H4 200 x 75 3.0M $24.50

Fence Posts, Fence Rails and Sleepers 12

12.1 Fence Posts

12.3 Sleepers12.2 Fence Rails

Please Note: Fence grade material is not a structural or appearance grade product.

169ALL PRICES INCLUDE GST. Ask in store about our Price Guarantee.

Section 12 FENCING and LANDSCAPING

Unit = Each

SIZE Length HWD Batten CCA Pine Square

CCA Pine Colonial

CCA Pine Picket

CCA Pine Round

CCA Pine Gothic

CCA Pine Windsor

75x16 1.2 $1.11 $0.90 $1.74 $2.81 $2.99 $2.81 $2.81

75x16 1.5 $1.39 $0.99 $2.01 $2.99 $3.55 $2.99 $2.99

75x16 1.8 $1.57 $1.31 $2.30 $3.55 $3.55 $3.37

75x16 2.1 $2.47 $1.75

75x16 2.4 $3.52 $1.93

75x16 2.7 $4.22 $2.16

75x16 3.0 $4.67 $2.81

75x16 4.8 $3.95

100x16 1.2 $1.91 $0.90

100x16 1.5 $2.22 $1.11

100x16 1.8 $2.78 $1.32

100x16 2.1 $4.14 $1.90

100x16 2.4 $4.20 $2.30

100x16 2.7 $5.06 $3.18

100x16 3.0 $6.34 $4.40

100x16 4.8 $5.26

ROUNDED COLONIAL WINDSOR GOTHIC BATTEN PICKET

PLEASE

REFER TO

FINLAYSON’S

FOR CURRENT

TREATED PINE

SPECIALS ON

FENCING AND

LANDSCAPING.

Palings & Landscaping Logs 12

12.4 Palings

PLEASE NOTE: Not all lengths and profiles are kept in stock - please refer to a Finlayson representative. Minimum order requirements may apply. Gothic, Picket, Round and Windsor palings made to order - lead times apply. Shaded area indicates stocked items.

DIAMETER $ EACH 1.8 2.4 3.0 3.6 4.8 6.0

100 Piece Rate $14.63 $20.01 $24.99 $29.59 $39.88 NA

125 Piece Rate $20.47 $26.72 $33.09 $39.71 $58.24 NA

150 Piece Rate $29.25 $38.42 $48.75 $58.56 $102.27 $131.10

175 Piece Rate $55.33 $73.71 $92.19 $110.63 $147.51 $184.36

200 Piece Rate $74.98 $100.02 $124.98 $150.06 $200.02 $250.01

12.5 Landscaping Logs H4 CCA ROUNDS

170 “Celebrating 141 YEARS.”

CODE SIZE DESCRIPTION PRICE UNIT

CCA LATTICE

CCAL22 22mm x 13mm Lattice Pine CCA Micro Dressed $154.00 sq.metre

CCAL32 32mm x 13mm Lattice Pine CCA Contemporary $77.00 sq.metre

CCAL38 40mm x 13mm Lattice Pine CCA Budget Square Dressed $44.00 sq.metre

CCAL40 40mm x 13mm Lattice Pine CCA Classic Dressed $44.00 sq.metre

CCAL42 42mm x 13mm Lattice Pine CCA Premium Dressed $62.70 sq.metre

CCA REBATED FRAME

CCALRF070035 70 x 35 CCA Rebated Framing Supplied Loose $7.70 LM

CCALRF090035 90 x 35 CCA Rebated Framing Supplied Loose $9.68 LM

CCA FRAME FITTED

CCALFF Lattice Pine Cca Frame Fitting Per Panel $56.60 Each

* Made to measure lattice panels are available - P.O.A.

CODE DESCRIPTION PRICE UNIT

LPP120919 Lattice Panel Primed 1200 x 900 19mm Slat $136.00 Each

LPP180919 Lattice Panel Primed 1800 x 900 19mm Slat $205.01 Each

LPP181219 Lattice Panel Primed 1800 x 1200 19mm Slat $275.00 Each

LPP240919 Lattice Panel Primed 2400 x 900 19mm Slat $275.00 Each

LPP240925 Lattice Panel Primed 2400 x 900 25mm Slat $275.00 Each

LPP241219 Lattice Panel Primed 2400 x 1200 19mm Slat $365.00 Each

LPP241225 Lattice Panel Primed 2400 x 1200 25mm Slat $365.00 Each

Fine decorative lattice pre-primed LOSP Treated 9, 25, 31 x 7 slat size diagonal or square

CCA Lattice and Queenslander Lattice 12

12.7 Queenslander Lattice - Pre Primed

12.6 CCA Lattice Pine, CCA Rebated Frame and CCA Frame Fitted

CODE DESCRIPTION PRICE UNIT

FJPL019 Lattice Dressed Pine LOSP 19mm x 7mm 19mm Space $159.50 sq.metre

FJPL025 Lattice Dressed Pine LOSP 25mm x 7mm 25mm Space $159.50 sq.metre

FJPL031 Lattice Dressed Pine LOSP 31mm x 7mm 31mm Space $159.50 sq.metre

FJLRF042031 Lattice F/J Pine Rebated Frame 42 x 31 $6.25 LM

FJLRF068031 Lattice F/J Pine Rebated Frame 68 x 31 $8.25 LM

FJPLFF Lattice Dressed Pine Losp Frame Fitted $38.50 Each

Priming Per Panel $60.00 Each

12.8 Queenslander Lattice - Made to Order

171ALL PRICES INCLUDE GST. Ask in store about our Price Guarantee.

Section 12 FENCING and LANDSCAPING

TDS 20 - Residential Timber Fences 12

©TI

MBE

R Q

UEE

NSL

AN

D L

IMIT

ED T

ECH

NIC

AL

DAT

A S

HEE

T 20

RES

IDEN

TIA

L TI

MBE

R FE

NCE

S Re

vise

d M

arch

201

4 Pa

ge 1

Tim

ber f

ence

s ca

n pr

ovid

e an

effe

ctiv

e m

eans

of:

• defi

ning

pro

pert

y bo

unda

ries

• p

rovi

ding

pri

vacy

from

the

stre

et o

r nei

ghbo

urs

• con

finin

g pe

ts

• red

ucin

g tr

affic

nois

e• s

cree

ning

from

sun

and

win

d • p

rovi

ding

a s

afet

y ba

rrie

r aro

und

swim

min

g po

ols

or o

ther

haz

ards

.

This

dat

a sh

eet p

rovi

des

reco

mm

enda

tions

for t

he c

onst

ruct

ion

of d

omes

tic ti

mbe

r fen

ces

up to

180

0 m

m

high

. It c

onta

ins

sugg

este

d pa

ling

size

s an

d co

nfigu

ratio

ns fo

r the

diff

eren

t app

licat

ions

.

REG

ULA

TIO

NS,

CO

VEN

AN

TS E

TC.

Ther

e ar

e va

rious

Gov

ernm

ent

Acts

, Loc

al A

utho

rity

plan

ning

and

bu

ildin

g re

gula

tions

, as

wel

l as

poss

ible

site

cov

enan

ts w

hich

cou

ld

rest

rict o

r oth

erw

ise

dict

ate

the

loca

tion,

hei

ght,

and/

or co

nstr

uctio

n of

fenc

es. C

ompl

ianc

e w

ith th

ese

regu

latio

ns is

nec

essa

ry. T

here

are

sp

ecia

l req

uire

men

ts fo

r saf

ety

fenc

es a

roun

d sw

imm

ing

pool

s.

It is

nec

essa

ry to

reac

h pr

ior a

gree

men

t with

nei

ghbo

urs

rega

rdin

g th

e fe

ncin

g ty

pe, h

eigh

t etc

, as

wel

l as

the

shar

ing

of c

osts

.

Not

e: A

dditi

onal

info

rmat

ion

is a

vaila

ble

from

you

r lo

cal a

utho

rity

and

from

w

ww

.qld

.gov

.au

SITI

NG

The

corr

ect

prop

erty

alig

nmen

ts (

i.e.

loca

tion

of s

urve

y pe

gs)

shou

ld b

e es

tabl

ishe

d be

fore

set

ting

out b

ound

ary

fenc

ing.

Unl

ess

othe

rwis

e ag

reed

with

nei

ghbo

urs,

the

cent

re-li

ne o

f pos

ts s

houl

d be

pos

ition

ed o

n th

e bo

unda

ry li

ne.

TIM

BER

QU

ALI

TYTh

ere

is n

o Au

stra

lian

Stan

dard

or

othe

r gr

adin

g re

quire

men

ts fo

r fe

ncin

g tim

ber a

nd th

e qu

ality

and

cos

t can

var

y be

twee

n di

ffere

nt

supp

liers

.

Tim

ber s

old

for f

enci

ng c

ould

con

tain

cer

tain

nat

ural

cha

ract

eris

tics

(kno

ts, g

um v

eins

, min

or in

sect

dam

age,

wan

t, w

ane,

etc

.) an

d so

me

mov

emen

t (c

uppi

ng,

twis

ting

etc.

) ca

n be

exp

ecte

d. T

his

timbe

r qu

ality

is g

ener

ally

acc

epta

ble

for d

omes

tic fe

ncin

g si

tuat

ions

.

Whe

re a

hig

her t

han

norm

al a

ppea

ranc

e or

per

form

ance

is re

quire

d fo

r fe

ncin

g, a

hig

her

qual

ity t

imbe

r sh

ould

be

spec

ified

. For

pos

ts

and

raili

ngs,

stru

ctur

ally

gra

ded

timbe

r (e

.g. c

ypre

ss F

5, h

ardw

ood

F11,

tre

ated

pin

e F5

or

MG

P10)

cou

ld b

e us

ed.

For

palin

gs t

he

follo

win

g lim

itatio

ns c

ould

be

spec

ified

:

no

loos

e or

uns

ound

kno

ts n

o de

cay

or in

sect

gal

lerie

s n

o he

art o

r pith

gum

, lat

ex o

r re

sin

pock

ets

not

to e

xten

d fr

om o

ne s

urfa

ce t

o an

othe

r s

ound

kno

ts n

ot to

exc

eed

50%

of f

ace

wid

th.

Not

e: H

ighe

r qu

ality

mat

eria

l cou

ld b

e at

a h

ighe

r co

st t

han

norm

al fe

ncin

g tim

ber

SPEC

IES

SELE

CTI

ON

To

achi

eve

a sa

tisfa

ctor

y se

rvic

e lif

e,

the

follo

win

g tim

ber

is

reco

mm

ende

d fo

r fen

cing

:

Cyp

ress

– S

apw

ood

in p

osts

sha

ll be

lim

ited

to 2

0% o

f cr

oss

sect

ion

and

a m

axim

um o

f 1/3

the

wid

th o

n ad

join

ing

face

s.

Har

dwoo

d -

Post

s -

In-g

roun

d D

urab

ility

Cla

ss 1

or

2 -

Rails

&

Palin

gs -

Abo

ve G

roun

d D

urab

ility

Cla

ss 1

or 2

Pre

serv

ativ

e tr

eate

d pi

ne.

PRES

ERVA

TIV

E TR

EATM

ENT

All

pine

and

har

dwoo

d co

ntai

ning

sap

woo

d sh

all b

e pr

eser

vativ

e tr

eate

d.

Post

s (a

nd p

linth

boa

rds

whe

re u

sed)

sha

ll be

trea

ted

to a

min

imum

ha

zard

lev

el H

4. P

alin

gs, r

ails

, cap

ping

s et

c., s

hall

be t

reat

ed t

o a

min

imum

haz

ard

leve

l H3.

TAB

LE 1

: MEM

BER

SIZ

ESM

embe

rH

ardw

ood

Cypr

ess

Trea

ted

Pine

Corn

er a

ndga

te p

osts

100

x 10

0 m

mor

125

dia.

roun

ds

100

x 10

0 m

m90

x 9

0 m

mor

125

dia.

roun

ds

Inte

rmed

iate

Post

s10

0 x

75 m

mor

100

dia.

roun

ds

100

x 75

mm

90 x

70

mm

or10

0 di

a. ro

unds

Rails

75 x

38

mm

(210

0 m

m m

ax.

post

spa

cing

)10

0 x

38 m

m(2

400

mm

max

. po

st s

paci

ng)

75 x

50

mm

(210

0 m

m m

ax.

post

spa

cing

or

100

x 38

mm

(2

400

mm

max

. po

st s

paci

ng)

70 x

45

mm

(2

100

mm

max

.po

st s

paci

ng o

r90

x 3

5 m

m

(240

0 m

m m

ax.

post

spa

cing

)

INST

ALL

ATIO

N O

F PO

STS

For m

ost s

oil c

ondi

tions

, pos

ts sh

all b

e se

t int

o gr

ound

app

roxi

mat

ely

450

mm

dee

p fo

r fe

nces

up

to 1

200

mm

and

600

mm

dee

p fo

r fe

nces

bet

wee

n 12

00 m

m a

nd 1

800

mm

hig

h. P

ost h

oles

sha

ll be

a

min

imum

300

mm

dia

met

er.

Not

e: F

or p

oor

soil

cond

ition

s or

hig

her

fenc

es, p

rofe

ssio

nal a

dvic

e sh

ould

be

obta

ined

.

RECO

MM

ENDE

D PR

ACTI

CE //

MAR

CH 2

014

RESI

DENT

IAL

TIM

BER

FENC

ES

TECH

NICA

L DAT

A SH

EET

ISSU

ED B

Y TIM

BER Q

UEEN

SLAN

D

20

©TI

MBE

R Q

UEE

NSL

AN

D L

IMIT

ED T

ECH

NIC

AL

DAT

A S

HEE

T 20

RES

IDEN

TIA

L TI

MBE

R FE

NCE

S Re

vise

d M

arch

201

4 Pa

ge 2

Post

s sh

all b

e se

t pl

umb.

Whe

re n

ot c

over

ed b

y ca

ppin

g, t

ops

of

post

s sh

all b

e sl

oped

to s

hed

wat

er.

Post

hol

es s

hall

be fi

lled

with

a m

inim

um 1

00 m

m c

oars

e gr

avel

, to

allo

w h

oles

to

drai

n. T

he r

emai

nder

sha

ll be

fille

d w

ith r

amm

ed

eart

h (t

ampe

d at

150

mm

inte

rval

s), o

r con

cret

e w

ith to

p sl

oped

to

shed

wat

er.

Not

e: ‘N

o Fi

nes’

conc

rete

is re

com

men

ded

for h

ardw

ood

post

s.

Top

of f

ootin

g sl

oped

aw

ay

from

pos

t

Conc

rete

foot

ing

orra

mm

ed

eart

h ba

ck�l

l

100m

m

Cour

se g

rave

l lai

d at

the

base

of t

he p

ost

100

mm

max

imum

100

mm

max

imum

Inte

rmed

iate

rail

for f

ence

ove

r12

00 m

m h

igh

notc

hed

12 m

mw

here

requ

ired

to fu

lly h

ouse

50 m

m w

ide

rails

slop

e to

pof

pos

ts

38 m

m n

otch

(max

imum

)

Top

slop

ed to

shed

wat

er

125

x 38

mm

capp

ing

�xed

to to

p ra

il

FIX

ING

RA

ILS

Two

rails

may

be

used

for p

alin

g fe

nces

up

to 1

200

mm

hig

h. F

ence

s ex

ceed

ing

1200

mm

and

up

to 1

800

mm

hig

h re

quire

thre

e ra

ils.

Rails

sha

ll be

tw

ice

the

leng

th o

f th

e po

st s

paci

ng (i

.e. t

wo

span

s)

with

join

ts in

top

and

bott

om ra

ils s

tagg

ered

.

Top

of f

ootin

g sl

oped

aw

ay

from

pos

t

Conc

rete

foot

ing

orra

mm

ed

eart

h ba

ck�l

l

100m

m

Cour

se g

rave

l lai

d at

the

base

of t

he p

ost

100

mm

max

imum

100

mm

max

imum

Inte

rmed

iate

rail

for f

ence

ove

r12

00 m

m h

igh

notc

hed

12 m

mw

here

requ

ired

to fu

lly h

ouse

50 m

m w

ide

rails

slop

e to

pof

pos

ts

38 m

m n

otch

(max

imum

)

Top

slop

ed to

shed

wat

er

125

x 38

mm

capp

ing

�xed

to to

p ra

il

Exce

pt w

here

rails

are

requ

ired

at th

e en

d of

pal

ings

to fi

x ca

ppin

g or

pl

inth

, pal

ings

may

pro

ject

up

to 1

00 m

m b

eyon

d ra

ils. R

ails

may

be

eith

er n

otch

ed in

to p

osts

or fi

xed

dire

ctly

to th

e fa

ce. T

he m

axim

um

dept

h of

not

chin

g sh

all b

e 38

mm

for

100

mm

dee

p po

sts

and

35

mm

for 9

0 m

m p

osts

.

Not

e: T

o fu

lly re

cess

50

mm

(45

mm

) rai

ls, th

e po

st sh

all b

e no

tche

d 38

mm

(35

mm

) and

the

rail

notc

hed

12 m

m (1

0 m

m).

Alte

rnat

ivel

y, la

rger

pos

ts c

ould

be

used

.

One

coa

t of w

ater

repe

llent

pre

serv

ativ

e or

the

prim

ing

coat

of t

he

sele

cted

fini

sh s

houl

d be

app

lied

to n

otch

es b

efor

e fix

ing

rails

.

Rails

sha

ll be

fixe

d to

pos

ts w

ith e

ither

:

one

10

mm

cup

hea

d bo

lt

one

No.

14

Type

17

batt

en s

crew

two

3.15

mm

dia

met

er b

ulle

t hea

d na

ils o

r

two

3.05

mm

flat

hea

d gu

n na

ils.

All

fixin

gs s

hall

be h

ot d

ippe

d ga

lvan

ised

or s

tain

less

ste

el.

Nai

ls a

nd s

crew

s sh

all b

e 75

mm

long

for

38 m

m r

ails

and

90

mm

lo

ng fo

r 50

mm

rails

.

Nai

ls in

to tr

eate

d pi

ne s

hall

have

def

orm

ed s

hank

s.

PALI

NG

SCo

mm

only

use

d pa

ling

size

s ar

e 10

0 x

15 m

m a

nd 7

5 x

15 m

m.

Palin

gs m

ay b

e sp

aced

or c

lose

ly b

utte

d.

Not

e: S

hrin

kage

and

oth

er m

ovem

ent

in p

alin

gs c

an c

reat

e ga

ppin

g. W

here

to

tal p

rivac

y is

requ

ired,

pal

ings

shou

ld b

e la

pped

(ref

er S

ound

Fen

ces)

.

Palin

gs s

hall

be fi

xed

to r

ails

with

tw

o ho

t-di

pped

gal

vani

sed

or

stai

nles

s st

eel n

ails

.

Not

e: O

ne n

ail p

er fi

xing

is a

ccep

tabl

e fo

r firs

t lay

er o

f lap

ped

palin

gs in

sou

nd

fenc

es.

For

hard

woo

d pa

lings

, han

d dr

iven

nai

ls s

hall

be b

ulle

t he

ad. F

or

trea

ted

soft

woo

d pa

lings

, han

d dr

iven

nai

ls s

hall

be fl

at h

ead.

Gun

na

ils (

for

hard

woo

d an

d tr

eate

d pi

ne p

alin

gs)

shal

l be

eith

er fl

at

head

or d

ome

head

.

Nai

ls f

or 1

5 m

m t

hick

pal

ings

sha

ll be

eith

er 5

0 x

2.8

mm

(ha

nd

driv

en) o

r 45

x 2.

5 m

m (g

un n

ails

).

Not

e: Lo

nger

nai

ls a

re re

quire

d fo

r thi

cker

pal

ings

and

for l

appe

d so

und

fenc

es.

CA

PPIN

GW

here

cap

ping

is

prov

ided

(to

pro

tect

end

gra

in o

f po

sts

and

palin

gs),

top

rails

sha

ll be

flus

h w

ith th

e to

p of

pos

ts a

nd p

alin

gs.

Capp

ing

shal

l be

125

x 38

mm

for h

ardw

ood

or c

ypre

ss a

nd 1

20 x

35

mm

for t

reat

ed p

ine

with

top

surf

ace

slop

ed to

she

d w

ater

.

Capp

ing

shal

l be

fixed

to to

p ra

il w

ith 7

5 x

3.15

mm

nai

ls a

t 450

mm

sp

acin

g.

Top

of f

ootin

g sl

oped

aw

ay

from

pos

t

Conc

rete

foot

ing

orra

mm

ed

eart

h ba

ck�l

l

100m

m

Cour

se g

rave

l lai

d at

the

base

of t

he p

ost

100

mm

max

imum

100

mm

max

imum

Inte

rmed

iate

rail

for f

ence

ove

r12

00 m

m h

igh

notc

hed

12 m

mw

here

requ

ired

to fu

lly h

ouse

50 m

m w

ide

rails

slop

e to

pof

pos

ts

38 m

m n

otch

(max

imum

)

Top

slop

ed to

shed

wat

er

125

x 38

mm

capp

ing

�xed

to to

p ra

il

172 “Celebrating 141 YEARS.”

TDS 20 - Residential Timber Fences 12

©TI

MBE

R Q

UEE

NSL

AN

D L

IMIT

ED T

ECH

NIC

AL

DAT

A S

HEE

T 20

RES

IDEN

TIA

L TI

MBE

R FE

NCE

S Re

vise

d M

arch

201

4 Pa

ge 3

PLIN

THW

here

a p

linth

is p

rovi

ded

at th

e ba

se o

f sou

nd fe

nces

, (to

enc

lose

sm

all p

ets,

etc.

), bo

ttom

rails

sha

ll be

pos

ition

ed s

o th

at p

linth

s an

d ra

ils o

verla

p a

min

imum

of 2

5 m

m.

Plin

ths

shal

l be

125

x 38

mm

cyp

ress

or d

urab

ility

cla

ss 1

har

dwoo

d,

or 1

20 x

35

mm

for t

reat

ed p

ine.

Plin

ths

shal

l be

fixed

to p

osts

with

the

sam

e fix

ings

as

for r

ails

.

125

x38

mm

(120

x35

mm

)pl

inth

�xed

topo

sts

25 m

m o

verla

p

Brac

e an

dm

id ra

il ha

lfch

ecke

d

300 to

600

rails

to m

atch

adj

acen

t fen

ce

brac

e to

rail

desi

gn o

ptio

ns

100

mm

max

imum

or brac

e to

rail

conn

ectio

n op

tions10

mm

notc

h

FIN

ISH

ESU

npro

tect

ed ti

mbe

r exp

osed

to th

e w

eath

er w

ill fa

de to

a s

ilver

grey

co

lour

and

cou

ld d

isto

rt a

nd d

evel

op sp

littin

g an

d su

rfac

e ch

ecki

ng.

Whe

re th

is is

not

des

irabl

e, v

ario

us fi

nish

es c

an b

e ap

plie

d to

pro

vide

pr

otec

tion

agai

nst

thes

e “w

eath

erin

g” e

ffect

s of

sun

and

rai

n. T

he

follo

win

g ca

n be

app

lied:

Goo

d qu

alit

y, l

ight

col

oure

d Pa

ints

pro

vide

the

bes

t le

vel

of

prot

ectio

n.

Not

e: Lo

w q

ualit

y, d

ark

colo

ured

pai

nts a

nd fi

nish

es th

at o

nly p

rovi

de a

film

ove

r th

e tim

ber s

urfa

ce a

re n

ot re

com

men

ded.

The

se p

rodu

cts c

an a

ccel

erat

e de

cay.

Cle

ar F

inis

hes

may

pro

vide

onl

y sh

ort

term

pro

tect

ion

and

requ

ire fr

eque

nt re

-app

licat

ion.

Sta

ins

prov

ide

reas

onab

ly g

ood

prot

ectio

n de

pend

ing

upon

the

amou

nt o

f pig

men

t and

deg

ree

of e

xpos

ure.

Pain

ts, s

tain

s an

d cl

ear fi

nish

es s

hall

be a

pplie

d in

acc

orda

nce

with

m

anuf

actu

rer’s

inst

ruct

ions

.

Not

e: W

here

pre

serv

ativ

e tre

ated

tim

ber i

s use

d, th

e com

patib

ility

of t

he se

lect

ed

coat

ing

shou

ld b

e ch

ecke

d.

GAT

ESG

ates

shal

l be

fram

ed w

ith v

ertic

al st

iles,

rails

and

dia

gona

l bra

ces o

f th

e sa

me

size

as

rails

in th

e ad

jace

nt fe

nce.

Gat

e ra

ils m

ay b

e no

tche

d or

hal

f ch

ecke

d to

stil

es w

ith t

he s

ame

fixin

gs a

s fe

ncin

g ra

ils t

o po

sts.

Alte

rnat

ivel

y, r

ails

and

stil

es c

ould

be

mor

tice

and

teno

ned

or b

utte

d an

d jo

ined

with

gal

vani

sed

nail

plat

es in

acc

orda

nce

with

man

ufac

ture

r’s re

com

men

datio

ns.

The

size

s, nu

mbe

r and

spa

cing

of g

ate

rails

sha

ll m

atch

the

adja

cent

fe

nce.

Dia

gona

l bra

cing

(sam

e si

ze a

s ra

ils) s

hall

be p

rovi

ded

at a

n an

gle

betw

een

30° a

nd 6

0°. B

race

s sh

all b

e fix

ed to

rails

with

one

Typ

e 17

ba

tten

scr

ew o

r tw

o sk

ew n

ails

. Bra

ces

shal

l be

eith

er b

utte

d tig

htly

ag

ains

t stil

es o

r not

ched

app

roxi

mat

ely

10 m

m in

to ra

ils w

ithin

100

m

m o

f stil

es.

Hin

ges

and

latc

hes

shal

l be

fixed

in a

ccor

danc

e w

ith m

anuf

actu

rer’s

re

com

men

datio

ns.

Not

e: T

hree

hin

ges

are

reco

mm

ende

d fo

r gat

es w

ith th

ree

rails

(i.e

. ove

r 120

0 m

m h

igh)

.

Palin

gs s

hall

be fi

xed

to g

ates

to m

atch

adj

acen

t fen

cing

.

125

x38

mm

(120

x35

mm

)pl

inth

�xed

topo

sts

25 m

m o

verla

p

Brac

e an

dm

id ra

il ha

lfch

ecke

d

300 to

600

rails

to m

atch

adj

acen

t fen

ce

brac

e to

rail

desi

gn o

ptio

ns

100

mm

max

imum

or brac

e to

rail

conn

ectio

n op

tions10

mm

notc

h

POO

L FE

NCE

STh

ere

are

vario

us g

over

nmen

t and

loca

l aut

horit

y re

gula

tions

whi

ch

cont

rol t

he c

onst

ruct

ion

of s

afet

y fe

ncin

g ar

ound

sw

imm

ing

pool

s. Th

e lo

cal a

utho

rity

shal

l be

cons

ulte

d pr

ior

to t

he e

rect

ion

of a

ny

pool

saf

ety

fenc

e to

obt

ain

the

late

st re

quire

men

ts. T

he k

ey fa

ctor

s aff

ectin

g tim

ber p

alin

g fe

nces

aro

und

pool

s in

clud

e:

The

hei

ght

of t

he fe

nce

and

any

gate

sha

ll be

not

less

tha

n 12

00

mm

abo

ve g

roun

d.W

hils

t eve

ry e

ffort

is m

ade

to e

nsur

e th

e ac

cura

cy o

f adv

ice

give

n, T

imbe

r Que

ensl

and

Lim

ited

cann

ot a

ccep

t lia

bilit

y fo

r los

s or d

amag

e ar

isin

g fro

m th

e us

e of

the

info

rmat

ion

supp

lied.

©TI

MBE

R Q

UEE

NSL

AN

D L

IMIT

ED T

ECH

NIC

AL

DAT

A S

HEE

T 20

RES

IDEN

TIA

L TI

MBE

R FE

NCE

S Re

vise

d M

arch

201

4 Pa

ge 4

Phon

e (0

7) 3

254

1989

Fax

(0

7) 3

358

7999

PO B

ox 2

014,

For

titud

e Va

lley

BC Q

ld 4

006

adm

in@

timbe

rque

ensl

and.

com

.au

ww

w.t

imbe

rque

ensl

and.

com

.au

Tim

ber Q

ueen

slan

d Li

mit

edAC

N 0

92 6

86 7

56 |

ABN

50

092

686

756

500

Brun

swic

k St

reet

, For

titud

e Va

lley

Bris

bane

Que

ensl

and

4006

The

hei

ght

of a

ny o

peni

ng b

etw

een

the

bott

om o

f the

fenc

e (o

r ga

te) a

nd th

e gr

ound

sha

ll no

t be

grea

ter t

han

100

mm

.

The

max

imum

spa

cing

bet

wee

n ve

rtic

al m

embe

rs (

i.e. p

alin

gs)

shal

l not

be

grea

ter t

han

100

mm

.

To p

reve

nt c

hild

ren

clim

bing

the

fenc

e fr

om t

he o

utsi

de, p

alin

g fe

nces

sha

ll ei

ther

:

(a

) hav

e th

e ra

ils o

n th

e po

ol s

ide

with

the

palin

gs c

lose

ly b

utte

d (le

ss th

an 1

0 m

m g

aps)

or

(b

) if t

he p

alin

gs h

ave

gaps

gre

ater

than

10

mm

, or i

f the

rails

are

on

the

out

side

, rai

ls s

hall

be 9

00 m

m m

inim

um a

part

and

the

bo

ttom

rai

l pos

ition

ed 1

100

mm

min

imum

bel

ow t

he t

op o

f the

fe

nce.

Not

e: T

here

are

als

o re

stric

tions

rega

rdin

g sl

opin

g gr

ound

and

clim

babl

e ob

ject

s su

ch a

s: tr

ees,

barb

eque

s, fix

ed se

atin

g et

c. a

djac

ent t

o sw

imm

ing

pool

s (re

fer t

o Au

stra

lian

Stan

dard

AS1

926

and

ww

w.h

pw.q

ld.g

ov.a

u)

Top

of fe

ncin

g

100

mm

max

.

900

mm

min

.12

00 m

mm

in.

1100

mm

min

.

a) R

ails

on

insi

de, b

ut w

ith

palin

gs s

pace

d m

ore

th

an 1

0 m

m a

part

Top

of fe

ncin

g

100

mm

max

.

900

mm

min

.12

00 m

mm

in.

1100

mm

min

.

b) R

ails

on

outs

ide

100

mm

25 m

m

50 m

m

125

x 38

cap

ping

125

x 38

pl

inth

Add

ition

al ra

il re

com

men

ded

SOU

ND

FEN

CES

Soun

d fe

nces

sha

ll be

con

stru

cted

gen

eral

ly a

s fo

r 18

00 m

m h

igh

palin

g fe

nces

with

the

follo

win

g ad

ditio

nal r

equi

rem

ents

:

a p

linth

sha

ll be

pro

vide

d to

fully

sea

l fen

cing

at t

he b

ase

pal

ings

sha

ll be

100

x 1

5 m

m fo

r har

dwoo

d an

d 10

0 x

25 m

m fo

r cy

pres

s an

d tr

eate

d pi

ne.

pal

ings

shal

l be

lapp

ed to

pre

vent

air

gaps

. The

firs

t lay

er o

f pal

ings

sh

all b

e sp

aced

50

mm

apa

rt a

nd fi

xed

with

one

50

mm

long

nai

l to

eac

h pa

ling

at e

ach

rail.

The

out

er la

yer s

hall

be fi

xed

with

two

75 m

m lo

ng n

ails

to e

ach

palin

g at

eac

h ra

il.

Not

e: T

o fu

rthe

r red

uce

mov

emen

t and

gap

ping

bet

wee

n pa

lings

, the

pro

visi

on

of a

n ad

ditio

nal r

ail i

s re

com

men

ded.

The

pro

visi

on o

f cap

ping

to p

rote

ct th

e en

d gr

ain

of p

alin

gs is

als

o re

com

men

ded.

Top

of fe

ncin

g

100

mm

max

.

900

mm

min

.12

00 m

mm

in.

1100

mm

min

.

a) R

ails

on

insi

de, b

ut w

ith

palin

gs s

pace

d m

ore

th

an 1

0 m

m a

part

Top

of fe

ncin

g

100

mm

max

.

900

mm

min

.12

00 m

mm

in.

1100

mm

min

.

b) R

ails

on

outs

ide

100

mm

25 m

m

50 m

m

125

x 38

cap

ping

125

x 38

pl

inth

Add

ition

al ra

il re

com

men

ded

SAFE

WO

RKIN

GW

orki

ng w

ith t

imbe

r pr

oduc

es d

ust

part

icle

s. Pr

otec

tion

of t

he

eyes

, nos

e an

d m

outh

whe

n sa

ndin

g, s

awin

g an

d pl

anin

g is

hig

hly

reco

mm

ende

d.

Refe

r to

too

l man

ufac

ture

rs fo

r sa

fe w

orki

ng re

com

men

datio

ns fo

r pa

rtic

ular

item

s of

equ

ipm

ent.

DIS

POSA

L O

F O

FFCU

TS A

ND

WA

STE

As

with

al

l tr

eate

d tim

ber,

do

not

burn

off

cuts

or

sa

wdu

st.

Pres

erva

tive

trea

ted

offcu

ts a

nd s

awdu

st s

houl

d be

dis

pose

d of

by

appr

oved

loca

laut

horit

y m

etho

ds.


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