icc/nssa storm shelter standard · 2018. 9. 7. · icc/nssa storm shelter standard: draft...
TRANSCRIPT
ICC
/NSS
A S
torm
She
lter S
tand
ard:
D
raft
Str
uctu
ral P
rovi
sion
s of
the
Stan
dard
for D
esig
n an
d C
onst
ruct
ion
of
Stor
m S
helte
rs (I
S-ST
M)
E. S
cott
Teza
k, P
EVi
ce-C
hairm
an, I
CC
/NSS
A C
onse
nsus
Com
mitt
ee o
n St
orm
Sh
elte
rsSt
ruct
ural
Eng
inee
r –U
RS
Cor
pora
tion
Dan
ny K
ilcol
lins
ICC
/NSS
A C
onse
nsus
Com
mitt
ee o
n St
orm
She
lters
Hur
rican
e Sh
elte
r Sur
vey
Prog
ram
Man
ager
–FL
DC
A,
Emer
genc
y M
anag
emen
t
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Pres
enta
tion
/ For
um A
gend
a
The
IS-S
TM S
torm
She
lter S
tand
ard
and
Publ
ic C
omm
ent S
ched
ule
Des
ign
Prov
isio
ns (S
truc
tura
l &
Bui
ldin
g En
velo
pe)
Des
ign
Prov
isio
ns (O
pera
tiona
l &
Hum
an F
eatu
res)
Que
stio
ns /
Dis
cuss
ion
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
ICC
/NSS
A S
torm
She
lter S
tand
ard
Col
labo
rativ
e Ef
fort
In
tern
atio
nal C
ode
Cou
ncil
Nat
iona
l Sto
rm S
helte
r Ass
ocia
tion
Fede
ral E
mer
genc
y M
anag
emen
t Age
ncy
Beg
un in
Spr
ing
2003
Publ
ic C
omm
ent D
raft
to b
e po
sted
m
id-A
ugus
t 200
6
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Stor
m S
helte
r Com
mitt
ee M
embe
rs
Bui
ldin
g C
ode
Offi
cial
sEm
erge
ncy
Plan
ning
Man
ager
sFe
dera
l (FE
MA
) and
Sta
te O
ffici
als
Indu
stry
N
AH
B, N
SSA
, PC
A, N
CM
A, A
ISI,
Inge
rsol
lRan
dU
nive
rsity
facu
lty m
embe
rs:
LSU
, Tex
as T
ech,
Cle
mso
nC
onsu
ltant
s U
RS,
AR
A, P
BA
, DuP
ont
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Ove
rall
Goa
l of t
he IS
-STM
Dev
elop
a s
tand
ard
that
pro
vide
s a
very
hig
h de
gree
of l
ife-s
afet
y pr
otec
tion
from
ext
rem
e st
orm
ev
ents
for R
esid
entia
l and
C
omm
unity
She
lters
Que
stio
n: W
hat i
s yo
ur
perf
orm
ance
exp
ecta
tion
of a
st
orm
she
lter?
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Purp
ose
of th
e IS
-STM
Esta
blis
h m
inim
um re
quire
men
ts to
saf
egua
rd th
e pu
blic
hea
lth, s
afet
y, a
nd g
ener
al w
elfa
re re
lativ
e to
th
e de
sign
, con
stru
ctio
n, in
stal
latio
n, re
pair,
op
erat
ion
and
mai
nten
ance
of s
torm
she
lters
co
nstr
ucte
d fo
r ref
uge
from
hig
h w
inds
ass
ocia
ted
with
torn
adoe
s an
d hu
rric
anes
. Thi
s st
anda
rd is
in
tend
ed fo
r ado
ptio
n by
gov
ernm
ent a
genc
ies
and
orga
niza
tions
set
ting
mod
el c
odes
to a
chie
ve
unifo
rmity
in th
e te
chni
cal d
esig
n cr
iteria
in b
uild
ing
code
s an
d ot
her r
egul
atio
ns.
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Scop
e of
the
IS-S
TMTh
is s
tand
ard
appl
ies
to d
esig
n, c
onst
ruct
ion,
in
stal
latio
n, in
spec
tion,
and
ope
ratio
n of
sto
rm s
helte
rs
cons
truc
ted
inde
pend
ently
or c
onst
ruct
ed a
s sa
fe
room
s w
ithin
a b
uild
ing
for t
he p
urpo
se o
f pro
vidi
ng
safe
refu
ge fr
om s
torm
s th
at p
rovi
de h
igh
win
ds, s
uch
as to
rnad
os o
r hur
rican
es.
Res
iden
tial a
nd C
omm
erci
alIn
clud
es C
onsi
dera
tions
for
Arc
hite
ctur
alSt
ruct
ural
Mec
hani
cal
Elec
tric
alPl
umbi
ngO
ther
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Ref
eren
ces
Doc
umen
tsN
SSA
Indu
stry
Sta
ndar
d: S
tand
ard
for t
he D
esig
n,
Con
stru
ctio
n, a
nd P
erfo
rman
ce o
f Sto
rm S
helte
rsFE
MA
320
:Tak
ing
Shel
ter f
rom
the
Stor
mFE
MA
361
:Des
ign
and
Con
stru
ctio
nG
uida
nce
for
Com
mun
ity S
helte
rsA
RC
449
6: G
uide
lines
for H
urric
ane
Evac
uatio
n Sh
elte
r Se
lect
ion
Flor
ida
Bui
ldin
g C
ode
-Enh
ance
d H
urric
ane
Prot
ectio
n A
reas
(EH
PA),
Sect
ion
423.
25FL
DC
A S
tate
wid
e Em
erge
ncy
Shel
ter P
lan
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Publ
ic C
omm
ent P
hase
for I
S-ST
MC
ompl
etin
g dr
aft i
n C
omm
ittee
Rel
ease
for 4
5 da
y pu
blic
com
men
t in
mid
-A
ugus
t 200
6D
raft
will
be
post
ed o
n th
e in
tern
et
Com
men
t for
mat
/ su
bmitt
al fo
rms
on th
e in
tern
etN
otic
es, a
gend
as a
nd m
inut
es p
oste
d on
IC
C w
eb s
itew
ww
.iccs
afe.
org/
cs/s
tand
ards
/is-s
tm
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Que
stio
ns fo
r IC
CD
avid
Bow
man
-M
anag
er o
f Cod
esIn
tern
atio
nal C
ode
Cou
ncil
(ICC
)C
hica
go D
istri
ct O
ffice
4051
W. F
loss
moo
r Rd.
Cou
ntry
Clu
b H
ills,
IL
6047
8
Ph:
888
-422
-723
3 x4
323
F
ax: 7
08-7
99-0
320
dbow
man
@ic
csaf
e.or
g
Nex
t Mee
ting
–La
te fa
ll / E
arly
Win
ter 2
006
Inte
nt is
to p
ublis
h th
e st
anda
rd in
ear
ly 2
007
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Stru
ctur
al L
oads
Win
d Sp
eed
Map
s an
d Sh
elte
r Des
ign
Win
d Sp
eeds
/ W
ind
Load
sD
esig
n m
etho
dsD
esig
n Pa
ram
eter
sW
indb
orne
Deb
risO
ther
Loa
ds a
nd C
onsi
dera
tions
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Shel
ter D
esig
nW
ind
Spee
ds
Con
side
red
prob
abili
stic
map
sC
onsi
dere
d hi
stor
ical
dat
a an
d m
aps
Prop
osin
g se
para
te m
aps
Torn
ado
shel
ters
Hur
rican
e sh
elte
rs
Them
e th
roug
hout
IS-S
TM S
tand
ard
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
3-se
c pe
ak g
ust
33’a
bove
gra
deEx
posu
re C
ASC
E 7
BA
SIC
WIN
D S
PEED
MA
P (F
ig. 6
-1)
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Pea
k G
usts
ove
r La
nd b
y H
urri
cane
Cat
egor
y (a
fter
Vic
kery
et
al, 2
00
0),
and
Enha
nced
Fuj
ita S
cale
(Win
d S
cien
ce a
nd E
ngin
eeri
ng C
ente
r, 2
00
6)
Saff
ir-
Sim
pson
ca
tego
ry
Max
(1 m
in)
sust
aine
d
win
d sp
eed
over
wat
er(m
ph)
Max
(3 s
ec)
gust
spe
ed
over
land
(mph
)
Enha
nced
Fu
jita
Scal
e
Fast
est
¼m
ile w
ind
spee
d ov
er la
nd(m
ph)*
Cal
cula
ted
Max
(3 s
ec)
gust
spe
ed
over
land
(mph
)
EF0
EF1
EF2
EF3
EF4
EF5
40-7
273
-112
113-
157
158-
207
208-
260
>261
65-8
586
-110
111-
135
136-
165
166-
200
>200
TSC
AT
1C
AT
2C
AT
3C
AT
4C
AT
5
<74
74-9
596
-110
111-
130
131-
155
>155
)
<82
82-1
0810
9-13
013
1-15
615
7-19
1>1
91
* Orig
inal
Fas
test
¼m
ph w
ind
spee
ds p
ropo
sed
for F
ujita
Sca
le
Torn
ado
Shel
ter D
esig
n W
ind
Spee
ds
Hur
rica
ne S
helte
r Des
ign
Win
d Sp
eeds
160
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Ret
urn
Peri
od C
ompa
riso
ns
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
) Cat
5 –
Hur
rican
e Ca
mill
e
Stro
ng C
at 4
–H
urric
ane
Andr
ew
Wea
k Ca
t 4
Hur
rican
e Ch
arle
yF3
tor
nado
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Cal
cula
tion
of W
ind
Load
s(U
se A
SCE
7, a
nd a
djus
t as
prop
osed
)
Velo
city
Pre
ssur
e (p
sf):
q =
0.00
256
KzK
ztK
dV2 I
Kz=
Velo
city
Pre
ssur
e Ex
posu
re
Coe
ffici
ent
Kzt
= To
pogr
aphi
c Fa
ctor
Kd
= W
ind
Dire
ctio
nalit
y Fa
ctor
V=
Des
ign
Win
d Sp
eed
I= Im
port
ance
Fac
tor
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Kz
Vel
ocity
Pre
ssur
e C
oeff
icie
nt
and
Site
Exp
osur
eVe
loci
ty p
rofil
es re
mai
n un
chan
ged,
but
se
lect
ion
of e
xpos
ure
cate
gorie
s is
m
odifi
edU
se E
xpos
ure
C fo
r Tor
nado
She
lters
–M
WFR
S an
d C
&C
Use
Exp
osur
e C
Hur
rican
e Sh
elte
rs –
MW
FRS
and
C&
CEx
cept
ion:
Exp
osur
e B
is p
erm
itted
in c
ases
w
here
this
roug
hnes
s w
ill v
ery
clea
rly re
mai
n in
pl
ace
even
afte
r an
inte
nse
hurr
ican
e (M
WFR
S on
ly)
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
‘Typ
e’of
Exp
osur
e B
Impo
rtan
t
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Exam
ple
of p
re-s
torm
Exp
osur
e B,
be
com
ing
Expo
sure
C d
urin
g st
orm
Hur
rican
e An
drew
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Kzt
Topo
grap
hic
Fact
or
Acc
ount
s fo
r spe
edup
in w
ind
near
top
of h
ills,
ridg
es a
nd e
scar
pmen
ts
Torn
ado
Shel
ter
Kzt
= 1.
0Ef
fect
s of
topo
grap
hy o
n to
rnad
o w
inds
peed
sar
e un
know
n
Hur
rican
e Sh
elte
rPe
r ASC
E 7-
05
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Kd
Dir
ectio
nalit
y Fa
ctor
Acc
ount
s fo
r red
uced
pro
babi
lity
of m
axim
um
win
d sp
eed
occu
rrin
g si
mul
tane
ousl
y w
ith
mos
t vul
nera
ble
win
d di
rect
ion
ASC
E 7-
05
Kd
= 0.
85
IS-S
TM H
urric
ane
and
Torn
ado
Shel
ter
Kd
= 1.
0C
hang
ing
win
d di
rect
ion
may
brin
g m
axim
um o
r nea
r m
axim
um w
ind
spee
ds o
ver a
wid
e ra
nge
of w
ind
dire
ctio
ns
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
IIm
port
ance
Fac
tor
Acc
ount
s fo
r cha
nge
in M
RI b
ased
on
rela
tive
leve
l of h
azar
d to
hum
an li
fe
ASC
E 7-
05
I = 1
.15
for s
helte
rsIS
-STM
Hur
rican
e an
d To
rnad
o Sh
elte
rI =
1.0
Alre
ady
usin
g an
‘ulti
mat
e’w
ind
spee
d w
ith lo
ng
mea
n re
curr
ence
inte
rval
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Sum
mar
y of
Vel
ocity
Pre
ssur
e D
iffe
renc
es
ASC
E 7-
02K
zba
sed
on e
xp B
or
CK
d=
0.85
V =
2% a
nnua
l pro
b(6
4% c
hanc
e in
50
year
s)I =
1.1
5
Dra
ft IS
-STM
Sta
ndar
dK
zex
p B
lim
ited
Kd
= 1.
0V
= 0.
01%
ann
ual
prob
(0.5
% c
hanc
e in
50
year
s)I =
1.0
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Load
Fac
tor
Stre
ngth
des
ign.
Use
the
ASC
E 7
load
co
mbi
natio
ns w
ith th
e fo
llow
ing
mod
ifica
tions
:In
load
com
bina
tion
3, re
plac
e 0.
8W w
ith 0
.5W
In lo
ad c
ombi
natio
ns 4
and
6, r
epla
ce 1
.6W
with
1.0
WEx
cept
ion
1 sh
all n
ot a
pply
Allo
wab
le s
tres
s de
sign
. Use
the
ASC
E 7
load
co
mbi
natio
ns w
ith th
e fo
llow
ing
mod
ifica
tions
:In
load
com
bina
tions
5, 6
, and
7 re
plac
e W
with
0.6
W
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Des
ign
Pres
sure
Com
pari
son
Exam
ple
-Ft.
Laud
erda
lePr
opos
ed D
esig
n Pr
essu
res
are
44%
la
rger
than
ASC
E 7
Prop
osed
Des
ign
Pres
sure
s ar
e 13
%
low
er th
an E
HPA
(usi
ng re
com
men
ded
win
d sp
eed
of A
SCE
7 +
40 m
ph)
Perc
enta
ges
will
var
y w
ith lo
catio
n al
ong
the
coas
t
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Encl
osur
e C
lass
ific
atio
nD
eter
min
ed p
er A
SCE
7-05
and
: La
rges
t ope
ning
on
each
sid
e of
the
build
ing
mus
t be
cons
ider
ed, i
n tu
rn, a
s be
ing
open
eve
n th
ough
it m
ay
have
pro
tect
ion
Expe
rienc
e ha
s sh
own
-if
open
ings
are
no
t bre
ache
d, p
eopl
e op
en s
helte
r doo
rs
and
win
dow
s du
ring
the
stor
mD
amag
e to
a w
indo
w o
r doo
r by
a la
rger
th
an te
sted
for m
issi
le s
houl
d no
t res
ult i
n in
tern
al p
ress
uriz
atio
n fa
ilure
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Inte
rnal
Pre
ssur
e
For T
orna
do s
helte
rs –
APC
mus
t be
con
side
red
Use
GC
pi=
+/-0
.18
+ A
PC c
ontr
ibut
ion
Use
GC
pi=
+/-0
.18
+ de
sign
for v
entin
gU
se G
Cpi
= +/
-0.5
5 Fo
r Hur
rican
e sh
elte
rs –
no A
PC
Use
GC
pi=
+/-0
.18
or +
/-0.
55 p
er A
SCE
and
larg
est o
peni
ng re
quire
men
t
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Win
dbor
ne D
ebri
s
Muc
h ne
w re
sear
ch re
cent
ly p
ublis
hed
and
unde
rway
Aer
odyn
amic
s –
win
d tu
nnel
and
an
alyt
ical
and
num
eric
al m
odel
s in
dica
te
that
mis
sile
s tr
avel
at h
ighe
r win
d sp
eeds
than
pre
viou
sly
assu
med
Post
-dis
aste
r deb
ris in
form
atio
n ga
ther
ed to
hel
p de
velo
p/va
lidat
e ne
w
debr
is fl
ight
/traj
ecto
ry m
odel
s
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
IS-S
TM T
orna
do M
issi
le
Rep
rese
ntat
ive
mis
sile
= 1
5 lb
2x4
H
oriz
onta
l mis
sile
sp
eeds
(see
tabl
e)
Cur
rent
FEM
A 3
61
mis
sile
for a
ll zo
nes:
15 lb
2x4
H
oriz
onta
l spe
ed =
100
m
phVe
rtic
al s
peed
= 6
7 m
ph
Zone
-D
esig
n W
ind
Spee
d (V
)
Hor
izon
tal
Mis
sile
Sp
eed
-To
rnad
o
Vert
ical
M
issi
le
Spee
d -
Torn
ado
Zone
IV –
250
mph
100
mph
67 m
ph
Zone
III –
200
mph
90 m
ph60
mph
Zone
II –
160
mph
85 m
ph56
mph
Zone
I –
130
mph
80 m
ph53
mph
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
IS-S
TM H
urri
cane
Mis
sile
Hur
rican
e D
esig
n W
ind
Spee
d (V
)
Hor
izon
tal
Mis
sile
Sp
eed
-H
urric
ane
Vert
ical
M
issi
le
Spee
d -
Hur
rican
e
255
mph
102
mph
26 m
ph
250
mph
100
mph
25 m
ph
210
mph
84 m
ph21
mph
190
mph
76 m
ph19
mph
180
mph
72 m
ph18
mph
170
mph
68 m
ph17
mph
160
mph
64 m
ph16
mph
230
mph
92 m
ph23
mph
240
mph
96 m
ph24
mph
220
mph
88 m
ph22
mph
200
mph
80 m
ph20
mph
Rep
rese
ntat
ive
mis
sile
=
9 lb
2x4
H
oriz
onta
l mis
sile
spe
ed
0.4
x V
V =
peak
gus
t win
d sp
eed
See
tabl
eVe
rtic
al m
issi
le s
peed
0.
1 x
V
Cur
rent
FB
C la
rge
mis
sile
:9
lb 2
x4
Hor
izon
tal s
peed
= 3
4 m
ph
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Oth
er D
ebri
s H
azar
ds
Rol
love
r haz
ards
La
ydow
nha
zard
sC
olla
pse
haza
rds
Sitin
g re
quire
men
ts to
min
imiz
e th
ese
haza
rds
If th
ey a
re p
rese
nt, m
ust d
esig
n fo
r im
pact
s
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Prot
ectio
n of
Bui
ldin
g En
velo
pe
Wal
ls a
nd ro
of s
yste
ms
mus
t be
impa
ct re
sist
ant
Roo
fs c
anno
t hav
e lo
ose-
laid
roof
co
verin
gsO
peni
ngs
requ
ired
to b
e de
bris
im
pact
resi
stan
t or h
ave
impa
ct
resi
stan
t cov
erin
gs (o
peni
ng
prot
ectiv
es)
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Doo
r Sys
tem
sSh
elte
r doo
rs w
ill b
e op
ened
dur
ing
the
stor
m, f
or n
umer
ous
reas
ons
incl
udin
g
•lat
e ar
rival
s
•inv
estig
atin
g da
mag
e
•mov
ing
betw
een
shel
ter a
reas
•peo
ple
wan
ting
to s
mok
e
•etc
. -h
uman
nat
ure
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Doo
rs a
nd o
peni
ng p
rote
ctiv
es
Mus
t res
ist d
esig
n w
ind
pres
sure
sM
ust r
esis
t des
ign
forc
es fr
om
repr
esen
tativ
e w
indb
orne
deb
ris
No
min
imum
requ
irem
ents
for
hing
es o
r lat
ches
–m
ust p
ast t
ests
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Baff
led
or A
lcov
e En
try
Des
igns
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Ope
ning
Pro
tect
ives
Torn
ado
Shel
ters
Rea
dily
ava
ilabl
e R
eadi
ly in
stal
led
/ clo
sed
All
com
pone
nts
atta
ched
to p
rote
ctio
nH
urric
ane
Shel
ters
Allo
wed
to b
e st
ored
and
inst
alle
d ov
er
time
Mus
t res
ist p
ress
ures
and
deb
ris im
pact
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Will
sys
tem
s re
quiri
ng o
pera
tion
or
inst
alla
tion
wor
k as
pla
nned
?
Do
Shel
ter o
pera
tors
hav
e th
e kn
owle
dge
time
mat
eria
ls, t
ools
, key
s
to in
stal
l/ope
rate
hur
rican
e pr
otec
tions
sy
stem
s?
Ope
ning
Pro
tect
ives
( ie.
, Win
dow
Pr
otec
tion
Syst
ems)
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Com
plet
e Te
stin
g Pr
otoc
ol fo
r Pr
essu
re a
nd D
ebri
s Im
pact
sC
ompl
ete
prot
ocol
for p
ress
ure
test
ing
of w
alls
, roo
fs, a
nd o
peni
ng
prot
ectiv
esC
ompl
ete
prot
ocol
for d
ebris
im
pact
test
ing
of w
alls
, roo
fs, a
nd
open
ing
prot
ectiv
es
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Oth
er L
oads
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Floo
d H
azar
ds –
Torn
ado
Shel
ters
Prop
osed
pro
visi
ons
-sh
elte
rs s
houl
d be
con
stru
cted
in
acco
rdan
ce w
ith lo
cal f
lood
plai
n or
dina
nces
Use
mos
t res
tric
tive
of:
500
year
floo
d el
evat
ion,
whe
n de
term
ined
100
year
floo
d el
evat
ion
+ 1’
(BFE
+1)
Loca
l req
uire
men
ts
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Floo
d H
azar
ds -
Hur
rica
ne S
helte
rsU
se m
ost r
estr
ictiv
e of
:C
at 5
hur
rican
e su
rge
zone
as
indi
cate
d by
SL
OSH
or o
ther
reco
gniz
ed m
odel
sSt
orm
sur
ge o
r rai
nfal
l flo
odin
g co
nsid
erat
ions
500
year
floo
d el
evat
ion,
whe
n de
term
ined
100
year
floo
d el
evat
ion
+ 1’
(BFE
+1)
Loca
l req
uire
men
ts
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Rai
n Lo
ads
for H
urri
cane
She
lters
Spec
ial P
reca
utio
ns s
houl
d be
ta
ken:
Hea
vy ra
ins
can
last
sev
eral
day
sPa
y sp
ecia
l atte
ntio
n to
des
ign
of
seco
ndar
y dr
aina
geD
rain
s m
ay b
ecom
e cl
ogge
d by
deb
ris o
r w
ind-
indu
ced
mov
emen
t of r
oof g
rave
lM
ust c
aref
ully
con
side
r pon
ding
phe
nom
ena
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Iden
tific
atio
n of
Des
ign
Para
met
ers
Spec
ified
in S
ectio
n 10
6 an
d 10
7A
ddre
sses
the
need
for s
peci
al
insp
ectio
nsA
ddre
sses
sig
nage
and
labe
ling
Add
ress
es id
entif
icat
ion
of d
esig
n pa
ram
eter
s on
bui
ldin
g pl
ans
Prov
ides
squ
are
foot
age
assu
mpt
ions
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
App
licat
ion
of P
ress
ures
and
D
ebri
s R
equi
rem
ents
Win
d Pr
essu
re C
riter
iaA
pply
to a
ll M
WFR
S pe
r ASC
E 7
App
ly to
all
C&
C p
er A
SCE
7In
clud
ing
all d
oors
and
pro
tect
ion
devi
ces
Deb
ris Im
pact
Crit
eria
App
ly to
all
exte
rior s
urfa
ces
prov
idin
g pr
otec
tion
for s
helte
r occ
upan
ts
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Dis
cuss
ion
Topi
csIC
C/N
SSA
Sto
rm S
helte
r Sta
ndar
d:
Dra
ft St
ruct
ural
Pro
visi
ons
of th
e St
anda
rd fo
r Des
ign
and
Con
stru
ctio
n of
St
orm
She
lters
Nex
t up
is th
e O
pera
tiona
l Pro
visi
ons
Dan
ny K
ilcol
lins
–FL
DC
A S
helte
r Pro
gram
M
anag
er, I
CC
/NSS
A C
omm
ittee
Mem
ber
Shel
ter D
esig
n C
onsi
dera
tions
: Sp
ecia
l Occ
upan
cy
Dan
ny J
. Kilc
ollin
s, F
PEM
Flor
ida
Div
. of E
mer
genc
yM
anag
emen
t
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Info
rmat
ion
Sour
ces
Des
ign
& C
onst
ruct
ion
Gui
danc
e fo
r C
omm
unity
She
lters
(FEM
A 3
61)
Taki
ng S
helte
r fro
m th
e St
orm
: Bui
ldin
g a
Safe
Roo
m in
side
you
r Hou
se(F
EMA
32
0)N
atio
nal S
torm
She
lter A
ssoc
iatio
n St
anda
rd (N
SSA
400
0-02
) Fl
orid
a’s
Publ
ic S
helte
r Des
ign
Crit
eria
(s
ectio
n 42
3.25
, Flo
rida
Bui
ldin
g C
ode)
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Info
rmat
ion
Sour
ces
MA
SS C
AR
E—M
anag
emen
t and
O
pera
tions
(AR
C 3
041)
Inte
rnat
iona
l Cod
e C
ounc
il (IC
C)
Cod
esVa
rious
FEM
A, A
RC
and
FB
C
publ
icat
ions
and
pro
visi
ons
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Use
and
Occ
upan
cy
Nor
mal
use
occ
upan
cy c
ode
reqm
’tsap
ply,
unl
ess
othe
rwis
e no
ted
Ded
icat
ed s
ingl
e-us
e sh
elte
rs a
re
“ass
embl
y”oc
cupa
ncy
Shel
ter d
efin
ition
:A
bui
ldin
g, s
truc
ture
, or p
ortio
n(s)
th
ereo
f, co
nstr
ucte
d in
acc
orda
nce
with
th
is s
tand
ard,
des
igna
ted
for u
se d
urin
g a
seve
re s
torm
eve
nt.
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Use
and
Occ
upan
cySh
elte
r req
m’ts
sepa
rate
d in
to tw
o ty
pes:
Torn
ado
Hur
rican
eSh
elte
r Typ
es s
ubdi
vide
d:La
rge,
51
or m
ore
occu
pant
sSm
all,
50 o
r les
s oc
cupa
nts
Exce
ptio
n: R
esid
entia
l and
One
& T
wo
Fam
ily D
wel
lings
(16
or le
ss o
ccup
ants
)
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Use
and
Occ
upan
cyO
ccup
ant d
ensi
ty b
ased
upo
n “n
et u
sabl
e flo
or a
rea”
Net
usa
ble
is s
pace
that
can
act
ually
be
occu
pied
by
a pe
rson
Num
ber o
f sta
ndin
g, s
eate
d, w
heel
chai
r an
d be
drid
den
spac
es to
be
dete
rmin
ed b
y ap
plic
able
aut
horit
ySh
elte
rs s
hall
be s
ized
for a
t lea
st o
ne
whe
elch
air s
pace
per
200
occ
upan
tsD
esig
n oc
cupa
ncy
perio
d:To
rnad
o @
2 h
ours
Hur
rican
e @
24
hour
s
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Use
and
Occ
upan
cyM
inim
um n
et u
sabl
e flo
or a
rea
per
occu
pant
, Com
mun
ity:
Torn
ado
Stan
ding
or s
eate
d =
5 sq
.ft.
Whe
elch
air =
10
sq.ft
.B
edrid
den
= 30
sq.
ft.H
urric
ane
Stan
ding
or s
eate
d =
20 s
q.ft.
Whe
el C
hair
= 20
sq.
ft.B
edrid
den
= 40
sq.
ft.
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Use
and
Occ
upan
cyM
inim
um n
et u
sabl
e flo
or a
rea
per
occu
pant
, Res
iden
tial:
Torn
ado
Stan
ding
or s
eate
d =
5 sq
.ft.
Exce
ptio
n fo
r 1&
2 Fa
mily
Dw
ellin
gs =
3 s
q.ft.
Whe
elch
air =
10
sq.ft
.B
edrid
den
= 30
sq.
ft.H
urric
ane
Stan
ding
or s
eate
d =
10 s
q.ft.
Ex
cept
ion
for 1
&2
Fam
ily D
wel
lings
= 7
sq.
ft.W
heel
Cha
ir =
10 s
q.ft.
Bed
ridde
n =
40 s
q.ft.
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Use
and
Occ
upan
cyN
umbe
r of E
gres
s D
oors
Det
erm
ined
by
norm
al u
se a
s re
q’d
by
appl
icab
le c
ode
“Ass
embl
y”us
e sh
all a
pply
to s
ingl
e-us
e sh
elte
rsD
oors
mus
t sw
ing
in d
irect
ion
of e
gres
sA
n em
erge
ncy
esca
pe o
peni
ng is
req’
dw
here
two
or fe
wer
doo
rs th
at le
ad to
ou
tsid
e of
the
shel
ter s
win
g in
war
d to
sh
elte
r spa
ceEx
cept
ion
for d
oorw
ays
prot
ecte
d fr
om
accu
mul
atio
n of
deb
ris
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Use
and
Occ
upan
cy
Shel
ters
sha
ll be
pro
vide
d w
ith a
n ac
cess
ible
rout
e (A
NSI
A11
7.1)
Fire
Ext
ingu
ishe
r req
’dw
ithin
sh
elte
r are
asEx
cept
ion
for 1
&2
Fam
ily D
wel
lings
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Use
and
Occ
upan
cyTw
o-ho
ur fi
re b
arrie
rsep
arat
ion
req’
dbe
twee
n sh
elte
r spa
ce a
nd
othe
r bui
ldin
g ar
eas
Incl
udes
pen
etra
tions
and
ope
ning
sEx
cept
ion
for 1
&2
Fam
ily D
wel
lings
Exte
rior w
alls
of s
torm
she
lters
to
be c
onst
ruct
ed w
ith fi
re-r
esis
tanc
e re
q’d
by a
pplic
able
cod
e
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Esse
ntia
l Fea
ture
s &
Acc
esso
ries
Sign
age
req’
dfo
r bot
h To
rnad
o an
d H
urric
ane
Shel
ters
, Lar
ge &
Sm
all
Inte
rior s
igna
ge m
ust d
irect
occ
upan
ts to
sh
elte
r are
asSi
gnag
e re
q’d
on in
side
of s
helte
r are
a(s)
Floo
r Pla
n si
gn re
q’d
in fa
cilit
y m
anag
er’s
of
fice,
insi
de s
helte
r are
a &
at e
xits
Exce
ptio
n fo
r 1&
2 Fa
mily
Dw
ellin
gs
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Esse
ntia
l Fea
ture
s &
Acc
esso
ries
Torn
ado
Shel
ters
Nat
ural
Ven
tilat
ion
req’
dVe
ntila
tion
and
inte
rnal
pre
ssur
e re
lief m
ay b
e de
sign
ed c
oncu
rren
tlyTw
o op
tions
bas
ed o
n N
SSA
sta
ndar
d; a
bove
gr
ound
and
bel
ow g
roun
d ca
ses
Out
side
air
inta
kes
to b
e lo
cate
d 10
ft fr
om
noxi
ous
cont
amin
ant s
ourc
esEx
haus
t or i
ntak
e op
enin
gs to
be
prot
ecte
d
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Esse
ntia
l Fea
ture
s &
Acc
esso
ries
Torn
ado
Shel
ters
Bac
k-up
or e
mer
genc
y ge
n-se
ts n
ot re
quire
dEm
erge
ncy
light
ing
req’
d; a
vg=1
f.c.
Exce
ptio
ns fo
r sm
all s
helte
rs a
nd 1
&2
fam
ily
dwel
lings
; one
flas
hlig
ht p
er 1
0 oc
cupa
nts
Plum
bing
/San
itatio
nTo
ilet f
ixtu
res:
up
to 5
0=1;
51-
500=
2; th
en 1
add
’l:50
0Te
mpo
rary
fixt
ures
acc
epta
ble
Exce
ptio
n fo
r 1&
2 Fa
mily
Dw
ellin
gsH
andw
ashi
ngfa
cilit
ies
not r
eq’d
for s
mal
l; 1:
1000
for
larg
e
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Esse
ntia
l Fea
ture
s &
Acc
esso
ries
Torn
ado
Shel
ters
Plum
bing
/Wat
erN
o po
tabl
e or
was
te w
ater
reqm
’tsfo
r eith
er
larg
e or
sm
all s
helte
rsFi
rst-a
id k
it re
q’d
for s
mal
l and
larg
e sh
elte
rsEx
cept
ion
for 1
&2
Fam
ily D
wel
lings
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Esse
ntia
l Fea
ture
s &
Acc
esso
ries
Hur
rican
e Sh
elte
rsN
atur
al V
entil
atio
n re
q’d
Two
optio
ns b
ased
on
NSS
A s
tand
ard;
abo
ve
grou
nd a
nd b
elow
gro
und
case
sO
utsi
de a
ir in
take
s to
be
loca
ted
10 ft
from
no
xiou
s co
ntam
inan
t sou
rces
Exha
ust o
r int
ake
open
ings
to b
e pr
otec
ted
Mec
hani
cal v
entil
atio
n re
q’d
cons
iste
nt
with
em
erge
ncy
pow
er s
yste
m
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Esse
ntia
l Fea
ture
s &
Acc
esso
ries
Hur
rican
e Sh
elte
rsEm
erge
ncy
pow
er s
yste
m re
q’d;
sys
tem
to s
uppo
rt
occu
pied
spa
ces,
crit
ical
sup
port
are
as &
sys
tem
s:Li
fe s
afet
y sy
stem
sSt
andb
y lig
htin
g; a
vg=1
0 f.c
.St
andb
y br
anch
wal
l circ
uits
Mec
hani
cal v
entil
atio
n ci
rcui
tsPe
rman
ent-i
nsta
lled
stan
dby
gen-
sets
not
requ
ired
Stan
dby
gen-
set(s
) to
be in
depe
nden
t of o
ff-si
te
utili
ties
All
com
pone
nts
of e
mer
genc
y po
wer
sys
tem
to b
e pr
otec
ted
from
des
ign
even
t; in
clud
ing
tem
pora
ry
gen-
set
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Esse
ntia
l Fea
ture
s &
Acc
esso
ries
Hur
rican
e Sh
elte
rsSt
andb
y ge
n-se
t to
oper
ate
cont
inuo
usly
for 2
4 H
ours
Stan
dby
& e
mer
genc
y po
wer
sys
tem
’s
acce
ss ro
ute
to b
e pr
otec
ted
from
de
sign
eve
ntEm
erge
ncy
light
ing
req’
d; a
vg=1
f.c.
Exce
ptio
ns fo
r sm
all s
helte
rs a
nd 1
&2
fam
ily
dwel
lings
; one
flas
hlig
ht p
er 1
0 oc
cupa
nts
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Esse
ntia
l Fea
ture
s &
Acc
esso
ries
Hur
rican
e Sh
elte
rsPl
umbi
ng/S
anita
tion
Smal
l she
lter:
One
toile
tLa
rge
Shel
ter:
One
toile
t/50
occu
pant
sSm
all S
helte
r: H
andw
ashi
ngfa
cilit
ies
not
req’
dLa
rge
Shel
ter:
One
Han
dwas
hing
faci
lity/
100
occu
pant
sTe
mpo
rary
fixt
ures
acc
epta
ble
Exce
ptio
ns fo
r 1&
2 Fa
mily
Dw
ellin
gs
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Esse
ntia
l Fea
ture
s &
Acc
esso
ries
Hur
rican
e Sh
elte
rsPl
umbi
ng/W
ater
Smal
l she
lter:
No
reqm
’tsfo
r pot
able
or
was
te w
ater
Larg
e Sh
elte
r: O
ne g
allo
n po
tabl
e w
ater
/occ
upan
tLa
rge
Shel
ter:
1 1
/2 g
allo
ns w
aste
w
ater
/occ
upan
tTe
mpo
rary
or o
n-de
man
d re
sour
ces
acce
ptab
le
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Esse
ntia
l Fea
ture
s &
Acc
esso
ries
Hur
rican
e Sh
elte
rsFi
rst-a
id k
it re
q’d
for s
mal
l and
larg
e sh
elte
rsEx
cept
ion
for 1
&2
Fam
ily D
wel
lings
2006
Flo
rida
Gov
erno
r's H
urric
ane
Con
fere
nce
ICC
/NSS
A –
Stan
dard
for t
he D
esig
n an
d C
onst
ruct
ion
of S
torm
She
lters
(IS-
STM
)
Stat
usFi
rst c
omm
ittee
mee
ting
(May
200
3)G
athe
r inp
ut fr
om s
cien
tific
, tec
hnic
al,
and
user
com
mun
ities
(ong
oing
)D
evel
op d
raft
stan
dard
and
pub
lish
draf
t sta
ndar
d fo
r pub
lic c
omm
ent
(Aug
ust 2
006)
Form
al, p
ublic
com
mitt
ee m
eetin
g to
ad
dres
s al
l com
men
ts (e
st. l
ate
2006
)Pu
blis
h st
anda
rd (e
st. m
id 2
007)
Que
stio
ns ?
??