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