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It is absolutely necessary that this approval and agreement from the NZ Transport
Agency is obtained as a matter of priority before commencing any upgrade works on the State
highway, as no works on the State Highway may commence until the approval for the works
has been given.
This response is the NZ Transport Agency’s current view of the situation. Please note that if this
application is put on hold for any length of time and resubmitted at a later date, the NZ Transport
Agency’s may need to review its comments in the light of any traffic, safety, planning, or policy
change.
Tab
le 1
:
Com
pari
son
of S
oil A
naly
tical
Res
ults
with
Tie
r 1
Acc
epta
nce
Cri
teri
a
UR
S Sa
mpl
e R
efer
ence
Y49
5Y
497
Y49
8Y
499
Y50
0Y
501
Y50
2Y
503
Y50
4Y
505
Y50
6La
bora
tory
Sam
ple
Ref
eren
ce30
6477
3064
7930
6480
3064
8130
6482
3064
8330
6484
3064
8530
6486
3064
8730
6488
Dat
e Sa
mpl
ed4/
04/2
002
4/04
/200
24/
04/2
002
4/04
/200
24/
04/2
002
4/04
/200
24/
04/2
002
4/04
/200
24/
04/2
002
4/04
/200
24/
04/2
002
Sam
ple
Loca
tion
96 E
st W
all
96 N
th W
all
96 B
ase
96 B
ackf
ill (l
ow)
Die
sel S
th W
all
Die
sel W
st W
all
Die
sel N
th W
all
Die
sel B
ase
Die
sel B
ackf
ill91
Bac
kfill
Pum
pSa
mpl
e D
epth
(m, b
gl)
2.0
1.5
3.0
2.5
1.0
1.0
1.5
3.5
3.5
0-3.
50-
3.5
Sam
ple
of so
il re
mai
ning
or r
emov
edR
emai
nR
emai
nR
emai
nR
emov
edR
emai
nR
emai
nR
emai
nR
emai
nR
emai
nR
emai
nR
emai
nSa
mpl
e So
il Ty
peC
LAY
CLA
YC
LAY
GR
AV
ELSA
ND
GR
AV
ELSA
ND
SAN
DG
RA
VEL
GR
AV
ELG
RA
VEL
CLA
YSA
ND
CLA
YSA
ND
Tota
l Pet
role
um H
ydro
carb
ons (
TPH
) (m
g/kg
dry
wt)
C7-
C9
< 3
< 3
< 3
737
< 3
< 3
< 3
< 3
4<
3<
3N
A /
NA
120
(m) /
120
(m)
NA
/ N
AN
A /
NA
C10
-C14
< 3
< 3
< 3
509
< 3
< 3
< 3
< 3
39<
3<
3(1
,900
) (x)
/ (9
,700
) (x)
(1
,500
) (x)
/ (1
,900
) (x)
NA
/ N
AN
A /
NA
C15
-C36
< 3
< 3
< 3
399
< 3
3<
3<
325
0<
3<
3N
A /
NA
NA
/ N
AN
A /
NA
NA
/ N
ATo
tal h
ydro
carb
ons (
C7 -
C36
)<
3<
3<
316
45<
33
< 3
< 3
294
< 3
< 3
BTE
X (m
g/kg
dry
wt)
Ben
zene
< 0.
0511
(v) /
(41)
(v)
3.0
(m) /
3.0
(m)
(850
) / 0
.75
2.8
/ 0.7
8To
luen
e0.
08(1
,000
) (v)
/ (7
,900
) (v)
(94)
(m) /
(94)
(m)
NA
/ N
A(7
00) /
(200
)Et
hylb
enze
ne0.
05(5
40) (
v) /
NA
(180
) (v)
/ (3
40) (
v)N
A /
NA
NA
/ (2
80)
Tota
l Xyl
enes
0.25
(810
) (v)
/ (6
,000
) (v)
(150
) (m
) / (1
50) (
m)
NA
/ (8
40)
(410
) / (1
20)
PAH
(mg/
kg d
ry w
t)N
apht
hale
ne0.
114
(230
) (v)
/ (1
,200
) (v)
(190
) (v)
/ (2
30) (
v)N
A /
NA
53 /
3.7
Non
-car
c. (P
yren
e)0.
0534
NA
/ N
AN
A /
NA
NA
/ N
AN
A /
NA
Ben
zo(a
)pyr
ene4
0.04
4(1
1) (d
) / (2
5) (m
)(1
1) (d
) / (2
5) (m
)N
A /
NA
NA
/ N
A
Not
es:
Bol
d - e
xcee
ds th
e Ti
er 1
Soi
l Acc
epta
nce
crite
ria.
Und
erlin
e - e
xcee
ds th
e gu
idel
ines
or t
he P
rote
ctio
n of
Gro
undw
ater
Qua
lity.
1 M
fE 1
999,
Oil
Indu
stry
Envi
ronm
enta
l Wor
king
Gro
up, G
uide
lines
for A
sses
sing
and
Man
agin
g Pe
trole
um H
ydro
carb
on C
onta
min
ated
Site
s in
New
Zea
land
2 V
alue
s tak
en fr
om T
able
s 4.1
1 an
d 4
.14
of th
e gu
idel
ines
. 3
Val
ues t
aken
from
Tab
le 4
.20
of th
e gu
idel
ines
.4
Risk
ass
ocia
ted
with
mix
ture
of c
arci
noge
nic
PAH
's as
sess
ed b
y co
mpa
rison
with
crit
eria
bas
ed o
n be
nzo(
a)py
rene
equ
ival
ent c
once
ntra
tion.
Ref
er to
Sec
tion
4.4.
3 of
the
MfE
Gui
delin
es.
NA
- in
dica
tes c
onta
min
ant i
s not
lim
iting
as e
stim
ated
hea
lth-b
ased
crit
erio
n is
sign
ifica
ntly
hig
her t
han
that
like
ly to
be
enco
unte
red
on si
te.
The
follo
win
g no
tes i
ndic
ate
the
limiti
ng p
athw
ay fo
r eac
h cr
iterio
n:v
- vol
atili
satio
n, s
- soi
l ing
estio
n, d
- de
rmal
exp
osur
e, p
- pr
oduc
e in
gesti
on, m
- m
aint
enan
ce/e
xcav
atio
n w
orke
r exp
osur
e, x
– P
AH
surro
gate
.B
rack
ets d
enot
e va
lues
exc
eed
thre
shol
d lik
ely
to c
orre
spon
d to
form
atio
n of
resi
dual
sepa
rate
pha
se h
ydro
carb
ons.
Gro
undw
ater
con
serv
ativ
ely
appr
oxim
ated
to b
e 4
m b
elow
gro
und
leve
l for
the
purp
ose
of M
fE g
uide
line
com
paris
on.
GR
AV
EL h
as b
een
cons
erva
tivel
y ap
prox
imat
ed a
s SA
ND
for t
he p
urpo
se o
f com
paris
on w
ith M
fE g
uide
line
valu
es.
Sam
ple
Ana
lysi
s Res
ults
Con
tam
inat
ion
dept
h S
urfa
ce (<
1m) /
1-4
mC
onta
min
atio
n de
pth
Surf
ace
(<1m
) / 1
-4m
G
roun
dwat
er >
4 m
bgl
.
Oil
Indu
stry
Gui
delin
es1
All
Path
way
s Soi
l Acc
epta
nce
Crit
eria
for
C
omm
erci
al/In
dustr
ial L
andu
se2
Crit
eria
for t
he P
rote
ctio
n of
Gro
undw
ater
Qua
lity3
Tab
le 1
:
Com
pari
son
of S
oil A
naly
tical
Res
ults
with
Tie
r 1
Acc
epta
nce
Cri
teri
a (c
on'td
)
UR
S Sa
mpl
e R
efer
ence
Y50
7Y
508
Y51
0Y
512
Y51
4Y
515
Y51
6Y
524
Y52
5Y
527
Labo
rato
ry S
ampl
e R
efer
ence
3064
8930
6490
3064
9230
6494
3064
9630
6497
3064
9830
6550
3065
5130
6552
Dat
e Sa
mpl
ed4/
04/2
002
4/04
/200
24/
04/2
002
4/04
/200
24/
04/2
002
4/04
/200
24/
04/2
002
11/0
4/20
0211
/04/
2002
11/0
4/20
02Sa
mpl
e Lo
catio
n91
Sth
Wal
l91
Bas
e St
h92
Sth
-est
Wal
l91
Nth
-wst
Wal
l91
Nth
Wal
lW
aste
Oil
Bas
eW
aste
Oil
Wal
l/fill
Ven
ts96
Pum
pR
emot
e fil
l pts.
Sam
ple
Dep
th (m
, bgl
)1.
03.
02.
01.
02.
02.
00.
50.
10.
30.
3Sa
mpl
e of
soil
rem
aini
ng o
r rem
oved
Rem
ain
Rem
ain
Rem
ain
Rem
ain
Rem
ain
Rem
ain
Rem
ain
Rem
ain
Rem
ain
Rem
ain
Sam
ple
Soil
Type
CLA
YC
LAY
CLA
YC
LAY
CLA
YG
RA
VEL
CLA
YSA
ND
CLA
YC
LAY
CLA
YSA
ND
CLA
YSA
ND
Tota
l Pet
role
um H
ydro
carb
ons (
TPH
) (m
g/kg
dry
wt)
C7-
C9
< 3
< 3
< 3
< 3
< 3
< 3
< 3
< 3
< 3
15N
A /
NA
120
(m) /
120
(m)
NA
/ N
AN
A /
NA
C10
-C14
< 3
< 3
< 3
< 3
< 3
< 3
< 3
< 3
1145
2(1
,900
) (x)
/ (9
,700
) (x)
(1
,500
) (x)
/ (1
,900
) (x)
NA
/ N
AN
A /
NA
C15
-C36
< 3
< 3
< 3
< 3
< 3
< 3
524
921
910
7N
A /
NA
NA
/ N
AN
A /
NA
NA
/ N
ATo
tal h
ydro
carb
ons (
C7 -
C36
)<
3<
3<
3<
3<
3<
37
249
231
574
BTE
X (m
g/kg
dry
wt)
Ben
zene
< 0.
0511
(v) /
(41)
(v)
3.0
(m) /
3.0
(m)
(850
) / 0
.75
2.8
/ 0.7
8To
luen
e0.
06(1
,000
) (v)
/ (7
,900
) (v)
(94)
(m) /
(94)
(m)
NA
/ N
A(7
00) /
(200
)Et
hylb
enze
ne<
0.05
(540
) (v)
/ N
A(1
80) (
v) /
(340
) (v)
NA
/ N
AN
A /
(280
)To
tal X
ylen
es<
0.1
(810
) (v)
/ (6
,000
) (v)
(150
) (m
) / (1
50) (
m)
NA
/ (8
40)
(410
) / (1
20)
PAH
(mg/
kg d
ry w
t)N
apht
hale
ne(2
30) (
v) /
(1,2
00) (
v)(1
90) (
v) /
(230
) (v)
NA
/ N
A53
/ 3.
7N
on-c
arc.
(Pyr
ene)
NA
/ N
AN
A /
NA
NA
/ N
AN
A /
NA
Ben
zo(a
)pyr
ene4
(11)
(d) /
(25)
(m)
(11)
(d) /
(25)
(m)
NA
/ N
AN
A /
NA
Not
es:
Bol
d - e
xcee
ds th
e Ti
er 1
Soi
l Acc
epta
nce
crite
ria.
Und
erlin
e - e
xcee
ds th
e gu
idel
ines
or t
he P
rote
ctio
n of
Gro
undw
ater
Qua
lity.
1 M
fE 1
999,
Oil
Indu
stry
Envi
ronm
enta
l Wor
king
Gro
up, G
uide
lines
for A
sses
sing
and
Man
agin
g Pe
trole
um H
ydro
carb
on C
onta
min
ated
Site
s in
New
Zea
land
2 V
alue
s tak
en fr
om T
able
s 4.1
1 an
d 4
.14
of th
e gu
idel
ines
. 3
Val
ues t
aken
from
Tab
le 4
.20
of th
e gu
idel
ines
.4
Risk
ass
ocia
ted
with
mix
ture
of c
arci
noge
nic
PAH
's as
sess
ed b
y co
mpa
rison
with
crit
eria
bas
ed o
n be
nzo(
a)py
rene
equ
ival
ent c
once
ntra
tion.
Ref
er to
Sec
tion
4.4.
3 of
the
MfE
Gui
delin
es.
NA
- in
dica
tes c
onta
min
ant i
s not
lim
iting
as e
stim
ated
hea
lth-b
ased
crit
erio
n is
sign
ifica
ntly
hig
her t
han
that
like
ly to
be
enco
unte
red
on si
te.
The
follo
win
g no
tes i
ndic
ate
the
limiti
ng p
athw
ay fo
r eac
h cr
iterio
n:v
- vol
atili
satio
n, s
- soi
l ing
estio
n, d
- de
rmal
exp
osur
e, p
- pr
oduc
e in
gesti
on, m
- m
aint
enan
ce/e
xcav
atio
n w
orke
r exp
osur
e, x
– P
AH
surro
gate
.B
rack
ets d
enot
e va
lues
exc
eed
thre
shol
d lik
ely
to c
orre
spon
d to
form
atio
n of
resi
dual
sepa
rate
pha
se h
ydro
carb
ons.
Gro
undw
ater
con
serv
ativ
ely
appr
oxim
ated
to b
e 4
m b
elow
gro
und
leve
l for
the
purp
ose
of M
fE g
uide
line
com
paris
on.
GR
AV
EL h
as b
een
cons
erva
tivel
y ap
prox
imat
ed a
s SA
ND
for t
he p
urpo
se o
f com
paris
on w
ith M
fE g
uide
line
valu
es.
Sam
ple
Ana
lysis
Res
ults
Con
tam
inat
ion
dept
h S
urfa
ce (<
1m) /
1-4
mC
onta
min
atio
n de
pth
Surf
ace
(<1m
) / 1
-4m
G
roun
dwat
er >
4 m
bgl
.
Oil
Indu
stry
Gui
delin
es1
All
Path
way
s Soi
l Acc
epta
nce
Crit
eria
for
C
omm
erci
al/In
dustr
ial L
andu
se2
Crit
eria
for t
he P
rote
ctio
n of
Gro
undw
ater
Qua
lity3
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 1
of 2
2
00
/00/
00 :
JOB
No.
00-
0000
REV
A
FIRE
SA
FETY
CO
MPL
IAN
CE
REPO
RT
FOR
NEW
CA
FÉ /
RES
TAUR
AN
T
FOR
ISHV
AR
PATE
L A
T 40
GIL
LIES
STR
EET,
KAW
AKA
WA
(L
OT 1
BEI
NG
A S
UBDI
VISI
ON
OF
LOT 2
DP
3208
65)
BASE
D O
N C
/AS2
AC
CEP
TABL
E SO
LUTIO
NS
Jo
b N
umbe
r: 19
-111
8 R
EV A
22
ND O
CTO
BER,
201
9
W:
WW
W.F
ORM
ABL
E.C
O.N
Z
P:
+ 6
4 9
437
1529
E: O
FFIC
E@FO
RMA
BLE.
CO
.NZ
P
OST
: PO
BO
X 16
22, W
HAN
GA
REI,
0140
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 2
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
Tabl
e of
Con
tent
s 1.
INTR
OD
UCTIO
N ...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
... 3
1.1.
Purp
ose:
.....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
3
1.2.
Proj
ect D
escr
iptio
n a
nd U
se: .
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
3
1.3.
Fire
Sa
fety
Des
ign
Philo
sop
hy: .
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.... 3
1.4.
Legi
slatio
n: ...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.... 3
1.5.
Des
ign
Doc
umen
ts: .
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
... 4
2.G
ENER
AL .
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
... 5
2.1.
Occ
upa
ncy
Des
crip
tion:
.....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.. 5
2.2.
Occ
upa
ncy
Num
ber
s: ...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.. 5
3.FI
REC
ELLS
, FIR
E SA
FETY
SYS
TEM
S, &
FIR
E RA
TING
S ...
......
......
......
......
......
......
......
......
......
. 6
3.1.
Fire
cells
: .....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
. 6
3.2.
Fire
Sa
fety
Sys
tem
s: ...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.. 6
3.3.
Fire
Res
ista
nce
Ratin
gs: .
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
... 7
4.M
EAN
S O
F ES
CA
PE: .
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
... 8
4.1.
Sing
le E
sca
pe
Rout
e Re
qui
rem
ents
: .....
......
......
......
......
......
......
......
......
......
......
......
......
.. 8
4.2.
Hei
ght a
nd W
idth
Req
uire
men
ts o
f Esc
ap
e Ro
utes
: ....
......
......
......
......
......
......
......
......
8
4.3.
Leng
th o
f Esc
ap
e Ro
utes
: .....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
. 9
4.4.
Exte
rna
l Esc
ap
e Ro
utes
: .....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.. 10
4.5.
Fina
l Exi
ts: .
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
10
4.6.
Doo
rs o
n Es
cap
e Ro
utes
: ....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
. 10
4.7.
Exit
Sign
s: ...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
..... 1
1
5.C
ON
TRO
L O
F IN
TERN
AL
FIRE
& S
MO
KE S
PREA
D ...
......
......
......
......
......
......
......
......
......
.. 12
5.1.
Fire
cell S
epa
ratio
ns: ..
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
12
5.2.
Inte
rior S
urfa
ce F
inish
es: .
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
12
6.
CO
NTR
OL
OF
EXTE
RNA
L FI
RE S
PREA
D ..
......
......
......
......
......
......
......
......
......
......
......
......
. 14
6.1.
Hor
izont
al F
ire S
pre
ad
from
Ext
erna
l Wa
lls: ..
......
......
......
......
......
......
......
......
......
......
.... 1
4
6.2.
Tab
le M
etho
d fo
r Ext
erna
l Wa
lls: ..
......
......
......
......
......
......
......
......
......
......
......
......
......
... 14
6.3.
Exte
rior S
urfa
ce F
inish
es: .
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
..... 1
5
6.4.
Stru
ctur
al R
equi
rem
ents
: .....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
. 15
7.PR
EVEN
TION
OF
FIRE
OC
CUR
RIN
G ...
......
......
......
......
......
......
......
......
......
......
......
......
..... 1
6
7.1.
Dow
nlig
hts
.....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.... 1
6
8.FI
RE F
IGH
TING
REQ
UIRE
MEN
TS ..
......
......
......
......
......
......
......
......
......
......
......
......
......
......
. 16
8.1.
Fire
& E
mer
genc
y N
Z V
ehic
ula
r Acc
ess:
......
......
......
......
......
......
......
......
......
......
......
.... 1
6
8.2.
Info
rma
tion
for F
irefig
hter
s: ...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
..... 1
6
9.C
ON
CLU
SIO
N ..
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.... 1
7
10.
AD
DITI
ON
AL
REQ
UIRE
MEN
TS ...
......
......
......
......
......
......
......
......
......
......
......
......
......
......
... 19
11.
LIM
ITATIO
NS
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
... 19
APP
END
IX 1
: Fi
re S
afe
ty P
lans
.....
......
......
......
......
......
......
......
......
......
......
......
......
......
......
......
.. 20
APP
END
IX 2
: Fi
re S
afe
ty S
igna
ge R
equi
rem
ents
(F8/
AS1
) ....
......
......
......
......
......
......
......
......
22
Docu
men
t Hist
ory
Rev
ision
N
o:
Revi
sion
Desc
riptio
n:
Revi
sion
Date
: A
In
itia
l fire
rep
ort i
ssue
d fo
r com
men
t 22
/10/
19
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 3
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
1.IN
TRO
DUC
TION
1.1.
Purp
ose:
Th
e fo
llow
ing
repo
rt su
mm
arise
s the
fire
safe
ty fe
atur
es o
f the
pro
ject
an
d is
base
d on
the
C/A
S2 A
CC
EPTA
BLE
SOLU
TION
S (F
irst E
ditio
n) fi
re
docu
men
ts a
nd th
e at
tach
ed p
lans
. Th
e re
port
shou
ld re
late
to
com
plet
ed d
ocum
ents
to b
e lo
dged
for b
uild
ing
cons
ent.
This
fire
repo
rt is
a pe
rform
ance
doc
umen
t, in
tend
ed to
be
used
by
the
arch
itect
ural
des
igne
r and
oth
er c
onsu
ltant
s in
impl
emen
ting
thei
r de
taile
d de
sign
and
prep
arin
g th
eir w
orki
ng d
raw
ings
and
sp
ecifi
catio
ns. T
he c
onsu
ltant
s who
se d
ocum
enta
tion
is re
quire
d to
in
corp
orat
e th
e re
quire
men
ts o
f thi
s fire
eng
inee
ring
desig
n ar
e ex
pect
ed to
hav
e re
ad th
is re
port,
und
erst
ood
the
impl
icat
ions
as i
t af
fect
s the
ir sc
ope
of w
ork
and
have
inco
rpor
ated
the
rele
vant
fire
sa
fety
requ
irem
ents
into
thei
r dra
win
gs a
nd sp
ecifi
catio
ns.
This
fire
repo
rt is
not a
des
ign
docu
men
t. Th
e de
sign
and
spec
ifica
tion
of p
roje
ct sp
ecifi
c fir
e sa
fety
syst
ems s
uch
as fi
re st
oppi
ng sy
stem
s is n
ot
cove
red
by th
e re
port.
Sep
arat
e de
sign
advi
ce w
ill ne
ed to
be
obta
ined
from
oth
er c
onsu
ltant
/ c
ontra
ctor
s to
ensu
re sy
stem
s are
ad
equa
tely
doc
umen
ted
for B
uild
ing
Con
sent
app
licat
ion
purp
oses
.
1.2.
Proj
ect D
escr
iptio
n an
d Us
e:
The
build
ing
bein
g co
nsid
ered
is a
new
125
m2 s
ingl
e le
vel
rest
aura
nt/c
afé
build
ing
with
ass
ocia
ted
supp
ort a
reas
. Th
e bu
ildin
g is
to b
e lo
cate
d on
the
sam
e sit
e as
an
exist
ing
supe
rette
. Bot
h bu
ildin
gs
are
to b
e un
der t
he sa
me
owne
rship
. The
new
bui
ldin
g w
ill be
loca
ted
imm
edia
tely
adj
acen
t to
one
of th
e pr
oper
ties s
ide
boun
darie
s.
The
prop
osed
con
stru
ctio
n is
a st
eel p
orta
l stru
ctur
e on
a c
oncr
ete
floor
on
grad
e. A
con
cret
e pa
nel w
all w
ill be
loca
ted
alon
g th
e bo
unda
ry.
1.3.
Fire
Saf
ety
Desig
n Ph
iloso
phy:
Th
is fir
e sa
fety
des
ign
is of
fere
d as
bei
ng in
com
plia
nce
with
the
NZ
Build
ing
Cod
e by
the
appl
icat
ion
of th
e A
ccep
tabl
e So
lutio
ns, a
s iss
ued
by th
e M
inist
ry o
f Bus
ines
s, In
nova
tion
and
Empl
oym
ent (
MBI
E).
This
build
ing
is as
sess
ed a
s con
tain
ing
the
CA
Risk
Gro
up.
This
proj
ect i
s a n
ew b
uild
, in
term
s of t
he B
uild
ing
Act
. A
ll esc
ape
rout
es w
ithin
the
build
ing
are
to b
e co
nsid
ered
as o
pen
path
s. Th
e co
mpl
eted
pro
ject
will
be a
sing
le fi
rece
ll.
1.4.
Legi
slatio
n:
1.4.
1.Th
e Bu
ildin
g A
ct (2
004)
& B
uild
ing
Regu
latio
ns (1
992)
: Th
e fin
ding
s of t
his r
epor
t ref
lect
the
requ
irem
ents
of t
he B
uild
ing
Act
, N
ew Z
eala
nd B
uild
ing
Cod
e an
d th
e ac
cept
able
solu
tions
. The
re is
no
requ
irem
ent i
n th
e co
de to
pro
tect
aga
inst
loss
of t
he o
wne
r’s p
rope
rty
by fi
re, a
s suc
h th
is ha
s not
bee
n ad
dres
sed
in th
is re
port.
The
fire
pr
otec
tion
feat
ures
set o
ut b
elow
are
requ
ired
to p
rote
ct th
e ne
ighb
our’s
pro
perty
and
life
safe
ty w
ithin
the
build
ing.
Un
less
spec
ifica
lly st
ated
oth
erw
ise th
is fir
e sa
fety
repo
rt is
base
d on
the
NZ
Build
ing
Cod
e A
ccep
tabl
e So
lutio
ns C
/AS2
, F6/
AS1
, F7/
AS1
, and
F8
/AS1
cur
rent
at t
he d
ate
of th
is re
port,
and
des
ign
docu
men
ts a
s de
taile
d be
low
.
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 4
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
As a
new
bui
ld p
roje
ct, t
his r
epor
t sol
ely
addr
esse
s the
requ
irem
ents
of
the
Build
ing
Act
, and
the
NZ
Build
ing
Cod
e. T
he B
uild
ing
Act
requ
ires
that
all c
onst
ruct
ion
fully
com
ply
with
NZB
C re
quire
men
ts.
1.4.
2.O
ther
Legi
slatio
n:
This
repo
rt do
es n
ot a
ddre
ss th
e re
quire
men
ts o
f the
Fire
Ser
vice
Act
(1
975)
and
the
Fire
and
Emer
genc
y N
ew Z
eala
nd (F
ire S
afet
y,
Evac
uatio
n Pr
oced
ures
, and
Eva
cuat
ion
Sche
mes
) Reg
ulat
ions
(201
8),
whi
ch m
ay a
pply
to th
is pr
ojec
t. Th
is re
port
does
add
ress
all B
uild
ing
Act
requ
irem
ents
in re
gard
to th
e pr
ovisi
on o
f fire
sepa
ratio
ns a
nd fi
xed
fire
prot
ectio
n ne
cess
ary
to fa
cilit
ate
safe
eva
cuat
ion
from
the
build
ing,
whi
ch w
ould
nor
mal
ly b
e ex
pect
ed to
pro
vide
suffi
cien
t fixe
d fir
e sa
fety
mea
sure
s to
enab
le c
ompl
ianc
e w
ith th
is le
gisla
tion.
In
non
-spr
inkl
er p
rote
cted
bui
ldin
gs w
ith a
sing
le m
eans
of e
scap
e, F
ire
and
Emer
genc
y m
ay re
quire
an
owne
r to
inst
all h
and
oper
ated
fire
-fig
htin
g eq
uipm
ent w
here
ther
e is
a ris
k th
at a
fire
is m
ore
likel
y to
af
fect
the
mea
ns o
f esc
ape.
Th
is re
port
does
not
cov
er th
e re
quire
men
ts o
f the
Haz
ardo
us
Subs
tanc
es a
nd N
ew O
rgan
isms A
ct 1
996
in re
spec
t of s
tora
ge o
f da
nger
ous g
oods
. N
or d
oes i
t cov
er o
ccup
atio
nal s
afet
y an
d he
alth
. Th
is re
port
does
not
add
ress
the
Build
ing
Act
requ
irem
ents
for A
cces
s an
d Fa
cilit
ies f
or th
e D
isabl
ed o
ther
than
as d
irect
ly re
quire
d fo
r Fire
Sa
fety
pur
pose
s. Th
ese
requ
irem
ents
will
be re
quire
d to
be
addr
esse
d se
para
tely
.
1.5.
Desig
n Do
cum
ents
: Th
e fir
e sa
fety
des
ign
is ba
sed
upon
the
follo
win
g de
sign
docu
men
ts:
CON
SULT
AN
T PR
OJE
CT
DESC
RIPT
ION
PR
OJE
CT
NO
. DO
CUM
ENT T
ITLE
SHEE
T N
O.
REV
Bla
ck B
ox
Arc
hite
cts
Rea
l Foo
d
Rest
aur
ant
-
Surv
ey P
lan
A10
0 -
“ “
“ Si
te P
lan
A10
1 “
“ “
“ Fl
oor P
lan
A10
2 “
“ “
“ Fo
und
atio
n Pl
an
A10
3 “
“ “
“ Ro
of F
ram
ing
A10
4 “
“ “
“ Se
ctio
ns
A20
1 “
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 5
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
2.G
ENER
AL
2.1.
Occ
upan
cy D
escr
iptio
n:
The
build
ing
cont
ains
the
follo
win
g ris
k gr
oups
and
stor
age
and
esca
pe
heig
hts b
ased
on
Tabl
e 1.
1 LO
CA
TION
RI
SK G
ROUP
ST
ORA
GE
HEIG
HT (M
) ES
CA
PE
HEIG
HT (M
) IM
PORT
AN
CE
LEVE
L Re
sta
ura
nt
CA
N
/A
0m
2
2.2.
Occ
upan
cy N
umbe
rs:
Base
d on
floo
r are
a an
d Ta
ble
1.2
the
build
ing
will
cont
ain:
SP
AC
E LO
CA
TION
FL
OO
R A
REA
(M²)
O
CC
UPA
NT
DEN
SITY
(M
²/PE
RSO
N)
SPA
CE
OC
CUP
AN
CY
TOTA
L O
CC
UPA
NC
Y
Din
ing
50
1.25
40
40
Se
rver
y 23
10
3
3 Ki
tche
n 16
10
2
2 To
ilets
* 6
Per f
ixtu
res
2 -
TOTA
L O
CC
UPA
NC
Y 45
*
This
spa
ce is
anc
illary
to th
e b
uild
ing
pur
pos
e. W
hen
the
rem
ain
der
of t
he b
uild
ing
is fu
lly o
ccup
ied
this
spa
ce w
ill b
e un
-occ
upie
d. T
here
fore
the
calc
ula
ted
occ
upa
ncy
of
this
spa
ce d
oes n
ot in
crea
se th
e to
tal o
ccup
anc
y of
the
bui
ldin
g. T
he sp
ace
occ
upa
ncy
is ca
lcul
ate
d to
ens
ure
tha
t suf
ficie
nt e
sca
pe
rout
es a
re p
rovi
ded
for t
his s
pa
ce.
Ther
efor
e th
e ca
lcul
ated
max
imum
des
ign
occu
panc
y fo
r thi
s bui
ldin
g is
45 p
eopl
e.
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 6
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
3.FI
REC
ELLS
, FIR
E SA
FETY
SYS
TEM
S, &
FIR
E RA
TING
S
3.1.
Fire
cells
: C
A:
The
floor
are
a of
an
unsp
rinkl
ered
fire
cell s
hall n
ot
exce
ed 5
000m
², ex
cept
if sp
ecifi
ed o
ther
wise
in th
is A
ccep
tabl
e So
lutio
n w
hen
build
ing
area
s req
uire
su
bdiv
ision
or o
ther
are
a lim
itatio
ns a
re im
pose
d.
The
prop
osed
max
imum
fire
cell
size
in th
is bu
ildin
g is
125m
2 . Th
eref
ore
this
proj
ect i
s abl
e to
be
cons
truct
ed a
s a si
ngle
fire
cell.
3.2.
Fire
Saf
ety
Syst
ems:
C
A:
The
fire
safe
ty sy
stem
s for
fire
cells
requ
ired
for t
his r
isk
grou
p sh
all b
e as
follo
ws.
Fo
r <10
0 pe
ople
and
0m
to <
4.0
m e
scap
e he
ight
: a)
Type
2 a
larm
syst
em.
This
alar
m sy
stem
is n
ot re
quire
d in
a si
ngle
leve
l bui
ldin
g if
the
esca
pe ro
utes
serv
e no
mor
e th
an 5
0 pe
ople
.
b)Ty
pe 1
8 bu
ildin
g fir
e hy
dran
t sys
tem
. N
ot re
quire
d w
here
the
heig
ht fr
om th
e Fir
e an
d Em
erge
ncy
New
Zea
land
atte
ndan
ce p
oint
to a
ny fl
oor
is le
ss th
an 1
5m a
nd th
e fir
e se
rvic
e ho
se ru
n di
stan
ce
from
thei
r veh
icul
ar a
cces
s to
any
poin
t on
any
floor
is
less
than
75m
.
This
build
ing
is a
singl
e le
vel,
and
has <
50 o
ccup
ants
, the
refo
re a
fire
al
arm
syst
em is
not
requ
ired
A b
uild
ing
fire
hydr
ant s
yste
m is
not
requ
ired
as th
e fir
e se
rvic
e ho
se
run
dist
ance
from
thei
r veh
icul
ar a
cces
s to
any
poin
t on
any
floor
is le
ss
than
75m
. In
acc
orda
nce
with
F6/
AS1
em
erge
ncy
light
ing
mus
t be
prov
ided
in a
ll of
the
follo
win
g:
a)in
all e
xitw
ays,
b)
at e
very
cha
nge
of le
vel in
an
esca
pe ro
ute,
c)in
an
esca
pe ro
ute
from
the
poin
t whe
re th
e in
itial
ope
n pa
th
trave
l dist
ance
exc
eeds
20
met
res,
d)
in a
ny o
ccup
ied
spac
e de
signe
d fo
r an
occu
pant
load
of
mor
e th
an 2
50 p
eopl
e in
clud
ing
all e
scap
e ro
utes
serv
ing
that
sp
ace,
e)in
any
par
t of a
n es
cape
rout
e de
signe
d to
serv
e m
ore
than
25
0 pe
ople
,
f)in
the
esca
pe ro
utes
of t
he c
lass
ified
use
Com
mun
ity C
are.
N
one
of th
e ab
ove
cond
ition
s app
ly to
this
firec
ell,
ther
efor
e an
em
erge
ncy
light
ing
syst
em to
illu
min
ate
esca
pe ro
utes
is n
ot re
quire
d.
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 7
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
3.3.
Fire
Res
istan
ce R
atin
gs:
Stru
ctur
al e
lem
ents
in a
sing
le st
orey
bui
ldin
g ne
ed n
ot b
e fir
e ra
ted
if FR
Rs a
re n
ot re
quire
d fo
r any
oth
er re
ason
. If
ther
e is
mor
e th
an o
ne ri
sk g
roup
on
one
floor
in th
e bu
ildin
g, th
e hi
ghes
t req
uire
d FR
R sh
all b
e ap
plie
d to
com
mon
spac
es a
nd sh
ared
es
cape
rout
es fo
r tha
t flo
or le
vel.
CA
: Un
less
exp
licitl
y st
ated
oth
erw
ise in
this
Acc
epta
ble
Solu
tion,
the
fire
resis
tanc
e ra
tings
(FRR
s) th
at a
pply
for
this
risk
grou
p sh
all b
e as
follo
ws:
Lif
e ra
ting
= 60
min
utes
. Th
is bu
ildin
g is
a sin
gle
firec
ell w
ith n
o fir
e pr
otec
ted
esca
pe ro
utes
, the
refo
re th
ere
is no
requ
irem
ent t
o ap
ply
Life
Ratin
g to
any
bui
ldin
g el
emen
ts. (
See
5.0)
.
Prop
erty
ratin
g =
120
min
utes
. Pr
oper
ty R
atin
g is
requ
ired
to b
e ap
plie
d to
all
exte
rnal
w
alls
that
do
not h
ave
adeq
uate
sepa
ratio
n di
stan
ces t
o re
leva
nt b
ound
arie
s. (S
ee 6
.0).
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 8
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
4.M
EAN
S O
F ES
CA
PE:
4.1.
Sing
le E
scap
e Ro
ute
Requ
irem
ents
: Sin
gle
esca
pe ro
utes
shal
l onl
y be
per
mitt
ed if
: a)
The
open
pat
h le
ngth
doe
s not
exc
eed
the
limits
spec
ified
, and
b)
The
tota
l occ
upan
t loa
d fro
m a
ll fire
cells
on
each
leve
l ser
ved
by th
e es
cape
rout
e is
no g
reat
er th
an 5
0, a
nd
c)Th
e nu
mbe
r of p
resc
hool
chi
ldre
n re
ceiv
ing
child
car
e (in
clud
ing
thos
e us
ing
wor
ksho
ps a
nd d
inin
g ro
oms)
on
any
floor
is
not g
reat
er th
an 1
0, a
nd,
d)
The
esca
pe h
eigh
t is n
o gr
eate
r tha
n 10
m.
All
spac
es w
ithin
this
build
ing
are
allo
wed
to b
e se
rved
by
a sin
gle
mea
ns o
f esc
ape.
4.2.
Heig
ht a
nd W
idth
Req
uire
men
ts o
f
Esca
pe R
oute
s:
4.2.
1. M
inim
um W
idth
of I
ndiv
idua
l Esc
ape
Rout
es:
CA
: EL
EMEN
T O
PEN
PA
THS
Horiz
onta
l G
ener
al E
sca
pe
Rout
e
850m
m
Doo
r 76
0mm
A
ll req
uire
men
ts o
f D1/
AS1
for a
cces
sibilit
y m
ust b
e ac
hiev
ed w
here
th
ey e
xcee
d th
ese
fire
safe
ty re
quire
men
ts. T
he m
inim
um d
oor o
peni
ng
wid
th m
ay b
e re
duce
d to
600
mm
in a
n op
en p
ath
if it
is no
t req
uire
d to
be
an
acce
ssib
le ro
ute.
If
an e
scap
e ro
ute
is w
ithin
an
open
pat
h an
d a
singl
e es
cape
rout
e is
perm
itted
, its
wid
th m
ay b
e re
duce
d to
700
mm
for h
orizo
ntal
trav
el
and
850
mm
for v
ertic
al tr
avel
.
4.2.
2.Sp
ecifi
c Es
cape
Rou
te W
idth
s for
Risk
Gro
up:
Wid
th re
quire
men
ts w
ithin
esc
ape
rout
es sh
all b
e as
follo
ws:
a)
Wid
th o
f ALL
ava
ilabl
e es
cape
rout
es: t
he to
tal c
ombi
ned
wid
th
of a
ll ava
ilabl
e es
cape
rout
es sh
all a
llow
7 m
m/p
erso
n fo
r ho
rizon
tal t
rave
l 45
Occ
upan
ts x
7m
m =
315
mm
of h
orizo
ntal
es
cape
wid
th.
Ther
efor
e es
cape
rout
e w
idth
s sha
ll rev
ert t
o th
e m
inim
um w
idth
s for
indi
vidu
al e
scap
e ro
utes
show
n ab
ove.
Com
plie
s.
b)Ho
rizon
tal e
scap
e ro
ute
with
a si
ngle
dire
ctio
n of
esc
ape:
this
shal
l be
wid
e en
ough
at a
ny p
oint
to ta
ke th
e fu
ll occ
upan
t lo
ad fr
om a
ll con
tribu
ting
occu
pied
spac
es. H
owev
er, t
he
esca
pe ro
ute
may
hav
e its
wid
th in
crea
sed
prog
ress
ivel
y as
it
pass
es th
e ex
it fro
m e
ach
occu
pied
spac
eC
ompl
ies.
4.2.
3.O
bstru
ctio
ns:
The
follo
win
g m
inor
obs
truct
ions
are
acc
epta
ble
with
in th
e w
idth
of a
n es
cape
rout
e:
a)M
inor
pro
ject
ions
com
plyi
ng w
ith th
e re
quire
men
ts o
f A
ccep
tabl
e So
lutio
n D
1/A
S1 su
ch a
s sig
ns, s
witc
hes,
alar
m
soun
ders
and
simila
r pro
ject
ions
, and
b)Ha
ndra
ils c
ompl
ying
with
Acc
epta
ble
Solu
tion
D1/
AS1
and
pr
ojec
ting
no m
ore
than
100
mm
into
the
wid
th, a
nd h
andr
ails
subd
ivid
ing
wid
e st
airw
ays t
hat r
educ
e th
e w
idth
by
no m
ore
than
100
mm
.
Ther
efor
e es
cape
wid
ths m
eet t
he g
ener
al a
nd sp
ecifi
c m
inim
um
esca
pe w
idth
requ
irem
ents
of t
he a
ccep
tabl
e so
lutio
ns fo
r thi
s risk
gr
oup.
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 9
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
4.2.
4.G
ener
al A
llow
able
Esc
ape
Heig
hts:
Allo
wab
le e
scap
e ro
ute
heig
hts i
n th
is bu
ildin
g ar
e:
a)
The
clea
r hei
ght s
hall b
e no
less
than
210
0 m
m a
cros
s the
full
wid
th, e
xcep
t tha
t iso
late
d ce
iling
fittin
gs n
ot e
xcee
ding
200
m
m in
dia
met
er m
ay p
roje
ct d
ownw
ards
to re
duce
this
clea
ranc
e by
no
mor
e th
an 1
00 m
m, a
nd
b)
Any
doo
r ope
ning
with
in, o
r giv
ing
acce
ss to
, any
esc
ape
rout
e sh
all h
ave
a cl
ear h
eigh
t of n
o le
ss th
an 1
955
mm
for t
he
requ
ired
wid
th o
f the
ope
ning
.
Ther
efor
e es
cape
rout
e he
ight
s are
com
plia
nt.
4.3.
Leng
th o
f Esc
ape
Rout
es:
In
acc
orda
nce
with
Tab
le 3
.2 th
e m
axim
um p
erm
itted
and
act
ual
open
pat
h le
ngth
s are
as f
ollo
ws:
SPA
CE
DESC
RIPT
ION
A
LLO
WA
BLE
DEO
P (M
) A
CTU
AL
DE
OP
(M)
ALL
OW
ABL
E TO
P (m
) A
CTU
AL
TOP
(m)
Toile
t 20
m
20m
50
m
Sing
le
Serv
ery
20m
17
.5m
50
m
Sing
le
Kitc
hen
20m
10
m
50m
Si
ngle
Th
e tra
vel d
istan
ces a
re c
ompl
ied
with
as s
how
n. (S
ee a
ttach
ed p
lans
)
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 10
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
4.4.
Exte
rnal
Esc
ape
Rout
es:
Whe
re a
n es
cape
rout
e en
ters
a sp
ace
expo
sed
to th
e op
en a
ir (e
g,
an o
pen
stai
rway
, a b
alco
ny, a
cros
s a ro
of o
r a g
roun
d le
vel p
ath)
, it
shal
l mee
t the
requ
irem
ents
for a
safe
pat
h be
twee
n th
at p
oint
and
th
e fin
al e
xit. S
afe
path
sepa
ratio
n re
quire
men
ts sh
all b
e ac
hiev
ed b
y pr
ovid
ing
eith
er d
istan
ce o
r fire
rate
d co
nstru
ctio
n be
twee
n th
e es
cape
rout
e an
d ad
jace
nt fi
rece
lls, a
s spe
cifie
d in
C/A
S2 3
.11.
2 to
3.
11.6
. Ex
tern
al e
scap
e ro
utes
serv
ing
this
build
ing
mee
t the
se re
quire
men
ts
by o
ccup
ants
div
ergi
ng d
irect
ly a
way
from
the
build
ing
for a
min
imum
of
2m
and
not
retu
rnin
g w
ithin
this
sepa
ratio
n di
stan
ce to
reac
h a
safe
pl
ace.
4.5.
Fina
l Exi
ts:
Final
exit
s whi
ch o
pen
onto
the
sam
e sa
fe p
lace
shal
l be
spac
ed n
o cl
oser
than
5.0
m c
entre
to c
entre
. Thi
s app
lies t
o bo
th in
tern
al a
nd
exte
rnal
exit
way
s. Fin
al e
xits a
re c
omm
only
the
exte
rnal
doo
rs fro
m a
gr
ound
floo
r, bu
t thi
s app
lies o
nly
if su
ch d
oors
open
dire
ctly
ont
o a
safe
pla
ce. F
inal
exit
s, sh
ould
be
seen
stric
tly a
s a p
oint
of a
rriva
l, ra
ther
th
an a
s any
par
ticul
ar e
lem
ent o
f a b
uild
ing.
The
y ar
e de
term
ined
en
tirel
y by
the
defin
ition
of s
afe
plac
e.
Desig
nate
d fin
al e
xit d
oors
in th
is bu
ildin
g ha
ve a
dequ
ate
sepa
ratio
n di
stan
ces b
etw
een
them
.
4.6.
Door
s on
Esc
ape
Rout
es:
4.6.
1.G
ener
al
Doo
rs on
esc
ape
rout
es sh
all s
atisf
y th
e fo
llow
ing
requ
irem
ents
: a)
They
shal
l be
hing
ed o
r piv
oted
on
one
verti
cal e
dge
only
, ex
cept
that
man
ual s
lidin
g do
ors m
ay b
e us
ed w
here
the
spac
e ha
s an
occu
pant
load
of l
ess t
han
20, a
nd
b)Th
ey sh
all n
ot b
e fit
ted
with
any
lock
ing
devi
ces u
nles
s the
se
com
ply
with
requ
irem
ents
bel
ow, a
nd
c)Th
ey sh
all h
ave
door
han
dles
whi
ch sa
tisfy
the
requ
irem
ents
of
Acc
epta
ble
Solu
tion
D1/
AS1
for u
se b
y pe
ople
with
disa
bilit
ies,
and
d)Th
ey sh
all b
e co
nstru
cted
to e
nsur
e th
at th
e fo
rces
requ
ired
to
open
thes
e do
ors d
o no
t exc
eed
thos
e ab
le to
be
appl
ied:
i)
with
a si
ngle
han
d to
rele
ase
the
latc
h (w
here
fitte
d), a
nd
ii) u
sing
two
hand
s to
set t
he d
oor i
n m
otio
n, a
nd
iii) u
sing
a sin
gle
hand
to o
pen
the
door
to th
e m
inim
um
requ
ired
wid
th.
4.6.
2.Lo
ckin
g De
vice
s If
the
build
ing
is oc
cupi
ed, l
ocki
ng d
evic
es sh
all:
a)Be
cle
arly
visi
ble,
loca
ted
whe
re su
ch a
dev
ice
wou
ld b
e no
rmal
ly e
xpec
ted
and,
in th
e ev
ent o
f fire
, des
igne
d to
be
easil
y op
erat
ed w
ithou
t a k
ey o
r oth
er se
curit
y de
vice
and
al
low
the
door
to o
pen
in th
e no
rmal
man
ner.
If th
e op
erat
ion
of a
lock
ing
devi
ce is
unu
sual
, suc
h as
the
pres
sing
of a
but
ton
clos
e to
the
door
, it s
hall h
ave
signa
ge th
at c
ompl
ies w
ith N
ZBC
F8
.3.1
, and
b)
Not
pre
vent
or o
verri
de th
e di
rect
ope
ratio
n of
pan
ic fa
sten
ings
fit
ted
to a
ny d
oor,
and
c) If
they
are
of a
n el
ectro
mec
hani
cal t
ype,
they
shal
l, in
the
even
t of a
pow
er fa
ilure
or d
oor m
alfu
nctio
n, e
ither
: i)
auto
mat
ical
ly sw
itch
to th
e un
lock
ed (f
ail-s
afe)
con
ditio
n, o
r ii)
be
read
ily o
pene
d by
an
alte
rnat
ive
met
hod
satis
fyin
g th
e re
quire
men
ts o
f Par
agra
ph 3
.15.
2 a)
.
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 11
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
4.6.
3.Di
rect
ion
of O
peni
ng
No
door
in th
is bu
ildin
g se
rves
mor
e th
an 5
0 oc
cupa
nts,
and
ther
efor
e al
l doo
rs m
ay sw
ing
in e
ither
dire
ctio
n. M
anua
l slid
ing
door
s may
be
used
to se
rve
up to
20
occu
pant
s.
4.6.
4.De
gree
and
Wid
th o
f Ope
ning
D
oors
on e
scap
e ro
utes
shal
l sat
isfy
the
follo
win
g re
quire
men
ts:
a)In
ope
n pa
ths,
prov
ide
an u
nobs
truct
ed o
peni
ng w
idth
of n
o le
ss th
an 7
60 m
m a
nd, w
hen
mul
ti-le
af, h
ave
no si
ngle
leaf
less
th
an 5
00 m
m w
ide.
The
min
imum
doo
r ope
ning
wid
th m
ay b
e re
duce
d to
600
mm
if it
is n
ot re
quire
d to
be
an a
cces
sible
ro
ute,
and
b)
Ope
n no
less
than
90°
, and
c)
Ope
n on
to a
floo
r are
a w
hich
: i)
exte
nds f
or a
dist
ance
of n
o le
ss th
an th
e ar
c of
the
door
sw
ing,
and
ii)
is a
t the
sam
e le
vel o
n bo
th si
des o
f the
doo
r for
the
full w
idth
of
the
esca
pe ro
ute,
and
, d)
Whe
n op
ened
, not
cau
se th
e do
or sw
ing
to o
bstru
ct th
e m
inim
um re
quire
d w
idth
of a
ny e
scap
e ro
ute.
For
exa
mpl
e,
door
s whi
ch o
pen
onto
a c
orrid
or u
sed
as a
n es
cape
rout
e sh
all n
ot o
bstru
ct th
e m
inim
um re
quire
d w
idth
of t
hat e
scap
e ro
ute.
4.6.
5.Vi
sion
Pane
ls V
ision
pan
els s
hall b
e pr
ovid
ed o
n do
ors w
hich
are
hun
g to
swin
g bo
th
way
s.
All
door
s on
esca
pe ro
utes
are
to m
eet t
hese
requ
irem
ents
.
4.7.
Exit
Sign
s:
Inst
all s
igna
ge to
F8/
AS1
(Sec
ond
Editi
on) i
ndic
atin
g al
l esc
ape
rout
es.
Esca
pe ro
utes
shal
l be
iden
tifie
d by
exit
sign
s whi
ch a
re to
be
loca
ted:
a)
At e
ach
poin
t in
the
open
pat
h w
here
a d
oor g
ivin
g ac
cess
to
a fin
al e
xit o
r an
exitw
ay is
not
visi
ble
in n
orm
al u
se,
b)To
cle
arly
indi
cate
eac
h do
or g
ivin
g ac
cess
to a
fina
l exit
or a
n ex
itway
, and
c)
To c
lear
ly id
entif
y th
e ro
ute
of tr
avel
thro
ugh
the
exitw
ay.
Esca
pe ro
ute
signs
indi
catin
g "E
XIT"
or "
FIRE
EXI
T" (p
lus a
dire
ctio
n ar
row
w
here
nec
essa
ry) s
hall b
e po
sitio
ned
whe
re th
ey a
re le
ast l
ikel
y to
be
obsc
ured
from
vie
w. S
izing
, let
terin
g an
d co
lour
of s
igns
are
to c
ompl
y w
ith F
8/A
S1
As t
his b
uild
ing
does
not
con
tain
em
erge
ncy
light
ing,
exit
sign
s in
esca
pe ro
utes
are
not
requ
ired
to b
e illu
min
ated
. En
sure
com
plia
nt fi
re e
xit s
igna
ge is
inst
alle
d th
roug
hout
the
build
ing.
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 12
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
5.C
ON
TRO
L O
F IN
TERN
AL
FIRE
& S
MO
KE S
PREA
D
5.1.
Fire
cell
Sepa
ratio
ns:
CA
: Fir
ecel
ls sh
all b
e fir
e se
para
ted
from
eac
h ot
her b
y th
e lif
e ra
ting
spec
ified
in P
arag
raph
2.3
of t
his A
ccep
tabl
e So
lutio
n to
the
risk
grou
p it
is ca
tego
rised
as,
or b
y th
e hi
gher
of t
he tw
o lif
e ra
tings
if it
is c
ateg
orise
d in
ano
ther
ris
k gr
oup
also
. Th
is bu
ildin
g is
a sin
gle
firec
ell a
nd th
eref
ore
does
not
requ
ire a
ny
inte
rnal
fire
sep
arat
ions
.
5.2.
Inte
rior S
urfa
ce F
inish
es:
Surfa
ce fi
nish
requ
irem
ents
shal
l be
as re
quire
d by
Tab
le 4
.3:
LOC
ATIO
N
MA
XIM
UM P
ERM
ITTED
GRO
UP N
o.
Un
sprin
kler
ed
Cro
wd
spa
ces:
ceilin
gs
2S
Cro
wd
spa
ces:
wa
lls
2S
All
othe
r occ
upie
d sp
ace
s: w
all
and
cei
lings
3
Inte
rna
l fa
ces o
f duc
ts fo
r HV
AC
syst
ems &
kitc
hen
extra
ct d
ucts
: int
erna
l sur
face
s 1S
Exte
rna
l fa
ces o
f duc
ts fo
r HV
AC
syst
ems.
3
5.2.
1.Su
rface
Fin
ish E
xcep
tions
Su
rface
fini
sh re
quire
men
ts d
o no
t app
ly to
: a)
Smal
l are
as o
f non
-con
form
ing
prod
uct w
ithin
a fi
rece
ll with
a
tota
l agg
rega
te su
rface
are
a of
not
mor
e th
an 5
.0 m
² b)
Elec
trica
l sw
itche
s, ou
tlets
, cov
er p
late
s and
sim
ilar s
mal
l di
scon
tinuo
us a
reas
c)
Pipe
s and
cab
les u
sed
to d
istrib
ute
pow
er o
r ser
vice
s
d)Ha
ndra
ils a
nd g
ener
al d
ecor
ativ
e tri
m su
ch a
s arc
hitra
ves,
skirt
ings
and
win
dow
com
pone
nts,
incl
udin
g re
veal
s pro
vide
d th
ese
do n
ot e
xcee
d 5%
of t
he su
rface
are
a of
the
wal
l or
ceilin
g th
ey a
re p
art o
f e)
Dam
p-pr
oof c
ourse
s, se
als,
caul
king
, fla
shin
gs, t
herm
al b
reak
s an
d gr
ound
moi
stur
e ba
rrier
s f)
Timbe
r joi
nery
and
stru
ctur
al ti
mbe
r bui
ldin
g el
emen
ts
cons
truct
ed fr
om so
lid w
ood,
glu
lam
or l
amin
ated
ven
eer
lum
ber.
This
incl
udes
hea
vy ti
mbe
r col
umns
, bea
ms,
porta
ls an
d sh
ear w
alls
not m
ore
than
3.0
m w
ide,
but
doe
s not
incl
ude
expo
sed
timbe
r pan
els o
r per
man
ent f
orm
wor
k on
the
unde
rside
of f
loor
/cei
ling
syst
ems.
g)In
divi
dual
doo
rsets
h)
Con
tinuo
us a
reas
of p
erm
anen
tly in
stal
led
open
able
wal
l pa
rtitio
ns h
avin
g a
surfa
ce a
rea
of n
ot m
ore
than
25%
of t
he
divi
ded
room
floo
r are
a or
5.0
m²,
whi
chev
er is
less
. Th
e sp
ecifi
er w
ill ne
ed to
supp
ly m
anuf
actu
rers
cer
tifie
d in
form
atio
n of
th
e G
roup
Num
ber o
f all
prod
ucts
spec
ified
as a
surfa
ce fi
nish
.
5.2.
2.Fo
amed
Pla
stic
s If
foam
ed p
last
ics b
uild
ing
mat
eria
ls or
exp
osed
com
bust
ible
insu
latin
g m
ater
ials
form
par
t of a
wal
l, ce
iling
or ro
of sy
stem
, the
com
plet
ed
syst
em sh
all a
chie
ve a
Gro
up N
umbe
r as s
peci
fied
in T
able
4.1
and
the
foam
ed p
last
ics s
hall c
ompl
y w
ith th
e fla
me
prop
agat
ion
crite
ria a
s sp
ecifi
ed in
AS
1366
Par
ts 1
-4 fo
r the
mat
eria
l bei
ng u
sed.
Thi
s re
quire
men
t doe
s not
app
ly to
bui
ldin
g el
emen
ts lis
ted
in P
arag
raph
5.
2.1
in th
is re
port.
A
ny fo
amed
pla
stic
s to
be u
sed
in th
e bu
ildin
g ar
e to
mee
t fla
me
prop
agat
ion
requ
irem
ents
of A
S 13
66.
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 13
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
5.2.
3.Su
spen
ded
Fabr
ics
Whe
n te
sted
to A
S 15
30 P
art 2
, sus
pend
ed fl
exib
le fa
bric
s sha
ll, w
ithin
al
l occ
upie
d sp
aces
incl
udin
g ex
itway
s: a)
Have
a fl
amm
abilit
y in
dex
of n
o gr
eate
r tha
n 12
, and
b)
Whe
n us
ed a
s und
erla
y to
roof
ing
or e
xter
ior c
ladd
ing
that
is
expo
sed
to v
iew
, hav
e a
flam
mab
ility
inde
x of
no
grea
ter t
han
5.
The
spec
ifier
will
need
to su
pply
man
ufac
ture
rs c
ertif
ied
info
rmat
ion
of
the
Flam
mab
ility
Inde
x of
any
susp
ende
d fa
bric
s, in
clud
ing
build
ing
unde
rlay,
that
is to
rem
ain
expo
sed
to v
iew
.
5.2.
4.Flo
orin
g Flo
orin
g sh
all b
e ei
ther
non
-com
bust
ible
or,
whe
n te
sted
to IS
0 92
39-1
, sh
all h
ave
a cr
itica
l rad
iant
flux
of n
ot le
ss th
an th
at sp
ecifi
ed in
tabl
e:
Criti
cal r
adia
nt fl
ux re
quire
men
ts fo
r flo
orin
g A
rea
of b
uild
ing
Min
imum
crit
ical
radi
ant f
lux
whe
n te
sted
to IS
O 9
239-
1
Build
ings
not
pro
tect
ed w
ith a
fire
sprin
kler
syst
em
All
occu
pie
d sp
ace
s 1.
2 kW
/m²
The
spec
ifier
will
need
to su
pply
man
ufac
ture
rs c
ertif
ied
info
rmat
ion
of
the
Crit
ical
Rad
iant
Flu
x of
all
com
bust
ible
pro
duct
s spe
cifie
d as
flo
orin
g.
Rp
t 191
022
Fire
saf
ety
anal
ysis
REV
A.d
ocx
Pag
e 14
of 2
2
22
/10/
19 :
JOB
No.
19-
1118
REV
A
6.C
ON
TRO
L O
F EX
TERN
AL
FIRE
SPR
EAD
6.1.
Horiz
onta
l Fire
Spr
ead
from
Ext
erna
l
Wal
ls:
Spec
ific
sepa
ratio
n re
quire
men
ts fo
r unp
rote
cted
are
as in
ext
erna
l w
alls
shal
l be
appl
ied
in th
e fo
llow
ing
circ