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Building Practice Note, 1984-07-01
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Stair calculator
Strelka, C. S.
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3
ISSN
0701-5216
w-
DO-
. 0 l
I
STAIR
CALCULATOR
~ i v i s f o n
of
hl-Lldtng
Research,
Narional Research
Council
of
Canada
NATIONAL
RESEARCH
COUfrlCIL
QF
CANADA
DXVZ'SION
'OF
BU
ILDlEtG
RESBARW.
STAIR
CALCULATOR
by
C.S.
S t r e l k a
Otrt
awa
I n
t h e planning
of
bufldings
and in s i t e development
Lhe
designer
encounters
a
number
of
problems concerning
the
movement
of
people
and goods
from
one
Level
to
another.
To
do
t h i s
either
mechanical
means
(elevators,
escalators)
ar
s t a t f c
butlding
elmeats
( s t a i r s ,
r-s,
ladders) m u s t
be
used.Both
a£
these
groups
are
important
to proper
design
for
the comfort
and safety
of
the
user.
This
N o t e
concentrates on the
design
o f
the
s t a i r s
o n l y .
The
attached
"Metric
S t a i r
Calculator", when
assembled
according
to
the instructians
g i v e n
on
t h e sheet,
car1be
used
for f
asc
calculations of t h e number
and
height
of
risers
for
a given floor-to-floor difference in elevation.
A l l
d3rnensi~na
are given in millimetres.
Far
quick
referenee
the
foliowing
are the
minimum
arid
maximum
dimensions
of
various
s t a i r
d e s i g n
elemen~s
accordtng
to
the
National
STAIR
DESIGN
LIMITS
INDIVIDUAL DWELLLNG.
MAX.
MIN.
N B C 8 5
mm
m m
Clause
P U B L I C U S E
MAX.
MIN.
N B C 8 5
m m
mm
Q
ause
Exterior
S t a i r
Ri
sar
200
-
9.8.3.1
Exrerior
S t a i r
Riser
200
125
9 . 8 . 3 . 2
Run
-
210
Run
3 5 5
2
30
Tread
Tr
e
ad
w i d t h
-
235
width
-
250
I n t e r i o r
Stair
Ueer
20 0
-
9.8.3.1
Interior Stair
W e e r
200
125
9.8.3.2
i
exeep
t
r
tlRu
n
-
2
10
RU
d355
2 30
service
rooms)
Tread
Tread
width
-
2 35
width
-
2
SO
Nosing
or
When
r u n
2
5
9.8.3.3
Nosing
o r
When
r u n
2
5
9 . 8 . 3 . 3
backslope
'Lees than
-
backslope
LESS
than
-
250
mm
250
mm
Landing
Two
equal
t o
9.8,C.l
Landing
Twa
equal
to
9.8.4.1
f l i g h t s
-
atair
flights
stair
width
w l d t h
Straight
Straight
tun
-
1100
9.8.4.1
run
-
1
lQO
Landing
to
3700
-
9 . 8 . 4 . 5
Landing
t o
3700
-
L
andlng
l a n d i n g
height
h e i g h t
d
i f
Eerence
d i f f e r e n c e
Headroom
S t a i r s
-
1950
9*8.3.6
Headroom
St a i r s
-
2850
9 . 8 . 3 . 6
/vertically over
/vertically
l i n e drawn through
Landing
-
1950
9.8.4.6
o v e r l i n e
Landing
-
2050
9.8.4.6
edge
o f
nosings/
drawn
through
edge
of
nosings/
Handrail
S t
a i r s
9 20
800
9 . 8 . 7 . 7
Handrail
to
be
S t
airs
9
20
900 9.8.8.4
extended
min.
Landing
-
900
4.8.8.5
300
m m beyond Landing
-
1070
9 . 8 . 8 . 4
t h e top
and
bottom
pf
METRIC STAlR CALCULATOR
HOW T O ASSEMBLE THE CALCULATOR
1)
CUT
WT AILF O U R
PARTS OF CALCUUTQR PRINTED ON THIS SHEET ALONG THE T H I N BORDER LINES 2) PARTS 1. 3, 4 TO ATHIN
SHEET OF CACARDBQARV, CUT ALONG THE BORDER UNE5, CUT WT THEOPWINGS ON PARTS 3 AND 4
3) PASTE PART 2 TO THE OTHER SIDE OF CARDBOARD WlTH PART 1 ATTACHED
.a) PREPARE CURSOR PARTS 3 & 4 USING STRIPS OF CAROBOARD AT TOP AND BOTTOM A5 SPACERS
HOW TO USE THE C A L C U L A T O R
1) SET VISOR QVUt GIVEN "FLOOR40-FLQOR" HEIGHT
2) FOR GIVEN NO. OF RISERS tN STAIR FLIGHT READ RISER HEIGHT AT THE R I G H T EDGE OF CURSOR
1 TOP TO FMOR