Development Act 1993 Minister Schedule 5 roof framing checklist

visitormaddeningUrban and Civil

Nov 25, 2013 (3 years and 11 months ago)

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l
opmen
t

Ac
t

199
3

M
i
n
i
s
t
er
’s

Schedu
le

5

roo
f

f
ram
i
n
g

check
li
s
t


D
eve
l
op
m
en
t

A
pp
li
ca
ti
o
n

nu
m
be
r
:


455/

A
pp
li
can
t
:

S
it
e

add
r
ess
:


P
ar
t

1



P
r
oces
s

an
d

co
mm
un
i
ca
t
i
o
n


S
o
ft
w
are



S
tr
uc
t
u
r
al

des
i
gn

so
ft
w
a
r
e

i
n

acco
r
dance

w
it
h

t
he

AB
C
B

P
r
o
t
ocol

f
or

S
tr
uc
t
u
r
al

So
ft
w
a
r
e



C
heck

t
hat

t
he

p
r
og
r
am

i
s

be
i
ng

used

w
it
h
i
n

any

li
m
i
t
a
t
i
ons


S
t
ruc
t
ural

des
i
gn

report



N
a
m
e

and

s
i
gna
t
u
r
e

of

pe
r
son

p
r
oduc
i
ng

s
tr
uc
t
u
r
al

des
i
gn

r
epo
r
t

fr
om

t
he

p
r
og
r
am



C
heck

des
i
gn

i
npu
t
s

f
or

l
oad
i
ng

cond
i
t
i
ons



C
heck

t
he

su
it
ab
l
e

se
l
ec
ti
on

and

app
li
ca
ti
on

of

any

d
i
sc
r
e
ti
ona
r
y

pa
r
a
m
e
t
e
r
s

i
n
r
e
l
evant

A
us
tr
a
li
an

S
t
anda
r
ds



C
heck

t
hat

t
he

pe
r
son

w
ho

p
r
oduced

and

s
i
gned

t
he

r
epo
r
t

has

been

tr
a
i
ned

i
n

t
he

use

of

t
he

so
ft
w
a
r
e

p
r
og
r
am


T
r
u
ss

d
e
t
a
il
s



E
l
eva
ti
on

of

each

tr
uss,

sho
w
i
ng

d
i
m
ens
i
ons,

l
ayout

of

m
e
m
be
r
s,

connec
ti
ons,

suppo
r
t
po
i
n
t
s,

and

w
eb

b
r
ac
i
ng

(i
f

any)



W
eb

ti
e

/

w
eb

b
r
ace

de
t
a
il
s



D
e
t
a
il
s

of

tr
usses

or

tr
uss

e
l
e
m
en
t
s

r
equ
ir
ed

t
o

be

l
a
m
i
na
t
ed

t
oge
t
her

(i
f

any
)
,

i
nc
l
ud
i
ng
t
he

f
as
t
ene
r
s

pa
tt
e
r
n


Layout

p
l
an
(
s)



S
epa
r
a
t
e

r
oof

fr
a
m
e,

w
a
l
l

fr
a
m
e,

fl
oor

fr
a
m
e

l
ayou
t
s



N
a
m
e

and

s
i
gna
t
u
r
e

of

pe
r
son

p
r
oduc
i
ng

l
ayout

p
l
an



on

each

l
ayout

P
l
an



A
l
l

ti
e
-
do
w
ns,

b
r
ac
i
ng

and

tr
uss
-
t
o
-
tr
uss

connec
ti
ons,

and

c
riti
cal

l
oad

pa
t
hs

sho
w
n



C
heck

f
or

g
ir
der

tr
usses

and

any

l
oad

tr
ans
f
er

po
i
n
t
s

t
o

suppo
rti
ng

fr
a
m
i
ng

t
h
r
ough

t
he s
tr
uc
t
u
r
e



C
heck

t
hat

t
he

pe
r
son

w
ho

p
r
oduced

and

s
i
gned

t
he

l
ayout

p
l
an
(
s)

has

been

tr
a
i
ned

i
n
t
he

use

of

t
he

so
ft
w
a
r
e

p
r
og
r
am



I
f

t
he

l
ayout

w
as

not

p
r
oduced

by

t
he

na
il
p
l
a
t
e

supp
li
e
r’
s

so
ft
w
a
r
e,

check

t
hat

t
he
l
ayout

i
s

s
i
gned

by

a

p
r
ac
ti
s
i
ng

s
tr
uc
t
u
r
al

eng
i
neer


H
y
b
r
i
d

r
oo
f

d
es
i
g
n

(
co
m
b
i
na
ti
on

of

r
oof

tr
usses

and

conven
ti
onal

fr
a
m
i
ng)



D
o

r
oof

tr
usses

or

conven
ti
onal

fr
a
m
i
ng

r
e
l
y

on

each

o
t
her

f
or

suppo
r
t

or

s
t
ab
ili
t
y?


Y
es


or


N
o


i
f

Y
es





H
as

t
he

so
ft
w
a
r
e

p
r
og
r
am

accoun
t
ed

f
or

t
he

l
oads

and

connec
ti
ons?


Y
es


or


N
o


i
f

N
o





D
es
i
gn

and

l
ayout

ce
rtifi
ed

by

a

s
tr
uc
t
u
r
al

eng
i
neer


A
dd
iti
ons

t
o

bu
il
d
i
ngs



D
oes

t
he

new

r
oof

r
e
l
y

on

t
he

ex
i
s
ti
ng

s
tr
uc
t
u
r
e

f
or

suppo
r
t
?


Y
es


or


N
o


i
f

Y
es





E
v
i
dence

of

su
it
ab
ilit
y

of

t
he

ex
i
s
ti
ng

s
tr
uc
t
u
r
e

t
o

suppo
r
t

t
he

new

r
oof

p
r
ov
i
ded

P
art

2



T
r
uss

/

fr
a
m
i
ng

l
ayout


Th
e

r
oo
f

l
ay
ou
t

m
u
s
t

i
n
c
l
ud
e

t
h
e

f
o
ll
ow
i
n
g

i
t
e
m
s
:

(
C
r
os
s

o
f
f

a
l
l

it
e
m
s


N
o
t

A
pp
li
cab
l
e
,

de
t
a
il
s

t
o

b
e

spec
ifi
e
d

o
n

d
r
a
w
i
ng
s

f
o
r

a
l
l

r
e
m
a
i
n
i
n
g
it
e
m
s
)




T
r
us
s

l
oca
ti
ons
:

spans
,

s
t
a
ti
o
n

f
o
r

tr
unca
t
e
d

g
ir
de
r

tr
usse
s



G
ir
de
r

tr
us
s

pos
iti
o
n

an
d

g
ir
de
r

boo
t

de
t
a
il
s



To
p

cho
r
d

b
r
ac
i
n
g

de
t
a
il
s
:

l
ayou
t

an
d

f
i
x
i
n
g



To
p

cho
r
d

r
es
tr
a
i
n
t
:

pu
rli
n
/
ba
tt
e
n

fi
x
i
ng
,

spac
i
ng
,

pu
rli
n

sp
li
c
e

de
t
a
il
s



I
n
t
e
r
m
ed
i
a
t
e

t
o
p

cho
r
d

ti
e
s

(
va
ll
e
y

tr
us
s



shee
t

r
oo
f

on
l
y
)



B
o
tt
o
m

cho
r
d

r
es
tr
a
i
n
t

(
spac
i
n
g

an
d

s
i
z
e

o
f

r
es
tr
a
i
n
t)



B
o
tt
o
m

cho
r
d

r
es
tr
a
i
n
t

b
r
ac
i
ng
:

suspende
d

o
r

n
o

ce
ili
n
g



H
i
p

en
d

fr
a
m
i
ng
:

l
oos
e

ti
m
be
r

o
r

j
ac
k

t
r
us
s



Tie
-
down location/details



Location of special loads: solar heating, air con., HWS, 1fire service, other



O
ve
r
hangs
:

eav
e

de
t
a
i
l

(
suppo
rt
ed
,

no
t

suppo
rt
ed
)

s
tr
uc
t
u
r
a
l

o
r

no
n
-
s
tr
uc
t
u
r
a
l

f
asc
i
a
,
ve
r
g
e

de
t
a
i
l



G
ab
l
e

en
d

tr
us
s

suppo
rt
e
d

o
n

en
d

w
a
l
l

o
r

fr
e
e

spann
i
ng
,

ve
r
andah
,

pe
r
go
l
a
.



T
r
us
s

connec
ti
ons
:

h
i
p

ends
,

g
ir
de
r

tr
usses
,

va
ll
e
y

tr
usses
,

no
n

l
oa
d
-
bea
ri
n
g

w
a
ll
s



B
ea
ri
n
g

w
i
d
t
h

se
e

AS
4440
-
2004
,

A
ppend
i
x

B

S
ec
ti
o
n

B
4

(
p
.
56
.
)



I
n
t
e
r
na
l

suppo
r
t/ti
e
-
do
w
n



T
r
usse
s

o
r

tr
us
s

e
l
e
m
en
t
s

r
equ
ir
e
d

t
o

b
e

l
a
m
i
na
t
e
d

t
oge
t
he
r

o
n

s
it
e

(
e
g

doub
l
e

g
ir
de
r
tr
usses
,

cho
r
d

s
tiff
ene
r
s
,

e
tc
)

sha
l
l

b
e

sho
w
n

o
n

t
h
e

r
oo
f

l
ayou
t

p
l
a
n



S
uppo
rti
n
g

s
tr
uc
t
u
r
e
:

sepa
r
a
t
e

w
a
l
l

fr
a
m
e

l
ayou
t

i
nd
i
ca
ti
n
g

l
oca
ti
on
s

an
d

de
t
a
il
s

o
f
suppo
r
t

f
o
r

concen
tr
a
t
e
d

l
oad
s

suc
h

a
s

g
ir
de
r

tr
usse
s

o
r

bea
m
s


P
ar
t

3



D
es
i
g
n

c
rit
e
ria


A
s

sho
w
n

o
n

tr
us
s

eng
i
nee
ri
n
g

da
t
a

shee
t
s

sub
m
itt
ed
,

w
it
h

cove
r

shee
t

s
i
gne
d

an
d

da
t
e
d

b
y
a
n

app
r
op
ri
a
t
e

pe
r
so
n


B
uildin
g

T
ype
:


R
es
i
dent
i
a
l



C
o
mm
erc
i
a
l


D
oe
s

th
e

scop
e

o
f

th
e

trus
s

des
i
g
n

m
etho
d

i
nc
l
ud
e

des
i
g
n
o
f

co
mm
erc
i
a
l

/

post
-
d
i
saste
r

bu
il
d
i
ngs
?


P
ost
-
d
i
saster


D
esig
n

C
riteri
a

U
ni
t

S
pecifie
d

A
cce
p
te
d

R
oof
i
n
g

M
ater
i
a
l

o
r

kg/
m
²



To
p

C
hor
d

R
estra
i
n
t

S
pac
i
n
g

mm



C
e
ili
n
g

M
ater
i
a
l

o
r

kg/
m
²



C
e
ili
n
g

batte
n

o
r

d
i
rec
t

f
ix

B
atte
n

o
r

D
irec
t



B
otto
m

chor
d

desig
n

restrain
t

spacin
g

mm







___________________________

1

I
f

co
mm
ercia
l

o
r

post
-
d
i
saste
r

bu
il
d
i
ng
,

chec
k

tha
t

th
e

scop
e

o
f

th
e

trus
s

desig
n

m
etho
d

include
s

desig
n

o
f

co
mm
erc
i
a
l/
pos
t
-
d
i
saste
r

bu
il
d
i
ng
s

a
s

appropr
i
ate.

D
esig
n

C
riteri
a

U
ni
t

S
pecifie
d

A
cce
p
te
d

W
in
d

classificatio
n

N
1

t
o

N
4
,

C
1

t
o

C3



Interna
l

P
ressur
e

co
-
eff
i
cien
t

(
C
pi
)

=

0.
2

o
r

0.
7



Trus
s

S
pacing

mm



R
oo
f

P
i
tc
h

degrees



B
otto
m

C
hor
d

P
itc
h

(i
f

applicable
)

degrees



Trus
s

O
verhang

mm



E
ave
s

supporte
d

b
y

w
al
l

structur
e

Y
e
s

o
r

N
o



S
tructura
l

Fasci
a

Y
e
s

o
r

N
o



S
pecia
l

C
ondition
s

(e.g
.

trusse
s

ove
r

s
w
im
m
i
n
g

poo
l

o
r

in

a

corros
i
v
e

env
i
ron
m
ent
)

G
irde
r

T
russe
s



S
pecif
y

typ
e

o
f

latera
l

restrain
t

&

fixin
g

(eg
.

battens/purlin
s

o
r

other
)



S
pecia
l

Loads
:

U
ni
t

S
pecifie
d

A
cce
p
te
d

W
ate
r

Tan
k

L
i
tre
s

o
r

k
g



S
ola
r

S
yste
m

kg



A
ir
-
C
ond
i
t
i
on
i
n
g

Kg



O
ther
s

Kg





Th
e

tr
us
s

des
i
g
n

an
d

docu
m
en
t
a
ti
o
n

sub
m
itt
e
d

f
o
r

bu
il
d
i
n
g

r
u
l
e
s

consen
t

hav
e

bee
n

checked
aga
i
ns
t

t
h
e

it
e
m
s

con
t
a
i
ne
d

i
n

t
h
i
s

check
li
s
t
,

an
d

accep
t
e
d

by
:




S
i
gna
t
u
r
e:


D
a
t
e
:



P
ri
nt

na
m
e
: