PEAK HOUR PATRONAGE DATA
ISLAND PLATFORM
Name of Station
Cummer
Design Year
2031
3.5
Assumed Headway Interval
minutes.
Maximum Calculated Train Load
1,500 passengers.
Platform Length
152.4 metres.
Platform Width
10.3 metres (OBC 3.13 minimum 3.2 m).
Standard Stair Width
2.4
Number of Escalators
2
metres.
1,200 mm =
Escalator Nominal Width
2
Up
Down
100 pedestrians per minute.
Design Level of Service - Normal
C
=
0.80 m² per person.
Design Level of Service - Emergency
D
=
0.40 m² per person.

Entraining / hour
Detraining / hour
Link Load / hour
1,330
70
20,130





Peak Direction*
PLATFORM




2,160
530
140
Link Load / hour
Detraining / hour
Entraining / hour
Off Peak Direction
NOTES:


*Peak Direction is the direction with the largest sum of Link and Entraining loads.
- Loads from TTC and City Demand Forecasting, January 2011
1
PLATFORM OCCUPANT LOAD
EMERGENCY CONDITIONS
ISLAND PLATFORM
1a
Entraining Load per Hour
from Patronage Data

Calculated Entraining Load - Peak Direction
(( 1a Peak x 0.25 ) / 15 )

x 1.3 x ( 2 x Headway )

Calculated Entraining Load - Off Peak Direction
(( 1a Off Peak x 0.25 ) / 15 )

x 1.3 x Headway
Platform Entraining Load
1b + 1c

Link Load per Hour
from Patronage Data Cover Sheet

Calculated Link Load - Peak Direction
(( 1e Peak x 0.25 ) / 15 )

x 1.3 x ( 2 x Headway )
Calculated Link Load - Off Peak Direction
(( 1e Off Peak x 0.25 ) / 15 )

x 1.3 x Headway
Maximum Calculated Train Load
from Patronage Data Cover Sheet

Link Load per Track
lesser of 1f or 1h in Peak Direction

lesser of 1g or 1h in Off Peak Direction

Platform Link Load
1i Peak + 1i Off Peak

Platform Occupant Load
1d + 1j

1b
1c
1d
1e
1f
1g
1h
1i
1j
1k
Peak
Direction
Off Peak
Direction
1,330
140
202
11
212
20,130
2,160
3,053
164
1,500
1,500
1,664
1,876
164
2
EGRESS REQUIREMENTS
EMERGENCY CONDITIONS
ISLAND PLATFORM
2a
Required Evacuation Flow per Minute
1k / 4 minutes

Permitted Number of Escalators for Egress
( 1k x 0.5 )

/ ( pedestrians per minute x headway )

ppm from Patronage Data Cover Sheet

from OBC Part 3.13

Total Number of Escalators to Platform
from Patronage Data Cover Sheet

Escalator Capacity per Minute
lesser of ( 2a x 0.5 )

and (( 2c - 1 ) x pedestrians per minute )
ppm from Patronage Data Cover Sheet

from OBC Part 3.13

Required Stair Width in Metres
( 2a - 2d ) / 55 pedestrians per metre per min.

to nearest 25 mm

ppm from OBC Part 3.13

Number of Standard Width Stairs
2e / Standard Stair Width

from Patronage Data Cover Sheet

Required Horizontal Egress Width in metres
2a / 80 pedestrians per metre per minute

includes 300 mm at each side wall

to nearest 25 mm

ppm from OBC Part 3.13

2b
2c
2d
2e
2f
2g
469
3
4
235
4.275 m
2
6.475 m
3
RESULTING LEVEL OF SERVICE
EMERGENCY CONDITIONS
ISLAND PLATFORM
3a
Platform Area for Circulation
Platform Width x Length

Minus vertical circulation and service rooms

to nearest m²

Emergency Level of Service
3a / 1k

3b
1320 m²
C
0.70 m² p.p.
4
PLATFORM CLEARANCE TIME
EMERGENCY CONDITIONS
ISLAND PLATFORM
4a
Platform Occupant Load
from 1k

Longest travel distance to egress
dimensioned from CADD file

in meters

Platform Travel Time
4b / 38 m/min (OBC 3.13.4.4)

Total stair width
dimensioned from CADD file

in meters

Total stair flow rate
4d x 55 m/min (OBC 3.13.4.4)

Total Escalator flow rate
from 2d

Total Vertical flow rate
4e + 4f

Egress time
4a / 4g

Platform Clearance Time
greater of egress time and travel time

greater of 4c and 4h

4b
4c
4d
4e
4f
4g
4h
4i
1,876
44.000
1'-09''
4.800
264
235
499
3'-46''
3'-46''
PEAK HOUR PATRONAGE DATA
ISLAND PLATFORM
Name of Station
Steeles
Design Year
2031
3.5
Assumed Headway Interval
minutes.
Maximum Calculated Train Load
1,500 passengers.
Platform Length
152.4 metres.
Platform Width
10.3 metres (OBC 3.13 minimum 3.2 m).
Standard Stair Width
2.4
Number of Escalators
2
metres.
1,200 mm =
Escalator Nominal Width
2
Up
Down
100 pedestrians per minute.
Design Level of Service - Normal
C
=
0.80 m² per person.
Design Level of Service - Emergency
D
=
0.40 m² per person.
Entraining / hour
Detraining / hour
Link Load / hour
3,220
260
18,870






Peak Direction*
PLATFORM




810
1,460
110
Link Load / hour
Detraining / hour
Entraining / hour
Off Peak Direction
NOTES:


*Peak Direction is the direction with the largest sum of Link and Entraining loads.
- Loads from TTC and City Demand Forecasting, January 2011
1
PLATFORM OCCUPANT LOAD
EMERGENCY CONDITIONS
ISLAND PLATFORM
1a
Entraining Load per Hour
from Patronage Data

Calculated Entraining Load - Peak Direction
(( 1a Peak x 0.25 ) / 15 )

x 1.3 x ( 2 x Headway )

Calculated Entraining Load - Off Peak Direction
(( 1a Off Peak x 0.25 ) / 15 )

x 1.3 x Headway
Platform Entraining Load
1b + 1c

Link Load per Hour
from Patronage Data Cover Sheet

Calculated Link Load - Peak Direction
(( 1e Peak x 0.25 ) / 15 )

x 1.3 x ( 2 x Headway )
Calculated Link Load - Off Peak Direction
(( 1e Off Peak x 0.25 ) / 15 )

x 1.3 x Headway
Maximum Calculated Train Load
from Patronage Data Cover Sheet

Link Load per Track
lesser of 1f or 1h in Peak Direction

lesser of 1g or 1h in Off Peak Direction

Platform Link Load
1i Peak + 1i Off Peak

Platform Occupant Load
1d + 1j

1b
1c
1d
1e
1f
1g
1h
1i
1j
1k
Peak
Direction
Off Peak
Direction
3,220
110
488
8
497
18,870
810
2,862
61
1,500
1,500
1,561
2,058
61
2
EGRESS REQUIREMENTS
EMERGENCY CONDITIONS
ISLAND PLATFORM
2a
Required Evacuation Flow per Minute
1k / 4 minutes

Permitted Number of Escalators for Egress
( 1k x 0.5 )

/ ( pedestrians per minute x headway )

ppm from Patronage Data Cover Sheet

from OBC Part 3.13

Total Number of Escalators to Platform
from Patronage Data Cover Sheet

Escalator Capacity per Minute
lesser of ( 2a x 0.5 )

and (( 2c - 1 ) x pedestrians per minute )
ppm from Patronage Data Cover Sheet

from OBC Part 3.13

Required Stair Width in Metres
( 2a - 2d ) / 55 pedestrians per metre per min.

to nearest 25 mm

ppm from OBC Part 3.13

Number of Standard Width Stairs
2e / Standard Stair Width

from Patronage Data Cover Sheet

Required Horizontal Egress Width in metres
2a / 80 pedestrians per metre per minute

includes 300 mm at each side wall

to nearest 25 mm

ppm from OBC Part 3.13

2b
2c
2d
2e
2f
2g
515
3
4
258
4.675 m
2
7.050 m
3
RESULTING LEVEL OF SERVICE
EMERGENCY CONDITIONS
ISLAND PLATFORM
3a
Platform Area for Circulation
Platform Width x Length

Minus vertical circulation and service rooms

to nearest m²

Emergency Level of Service
3a / 1k

3b
1300 m²
D
0.63 m² p.p.
4
PLATFORM CLEARANCE TIME
EMERGENCY CONDITIONS
ISLAND PLATFORM
4a
Platform Occupant Load
from 1k

Longest travel distance to egress
dimensioned from CADD file

in meters

Platform Travel Time
4b / 38 m/min (OBC 3.13.4.4)

Total stair width
dimensioned from CADD file

in meters

Total stair flow rate
4d x 55 m/min (OBC 3.13.4.4)

Total Escalator flow rate
from 2d

Total Vertical flow rate
4e + 4f

Egress time
4a / 4g

Platform Clearance Time
greater of egress time and travel time

greater of 4c and 4h

4b
4c
4d
4e
4f
4g
4h
4i
2,058
28.000
0'-44''
7.200
396
258
654
3'-09''
3'-09''
PEAK HOUR PATRONAGE DATA
ISLAND PLATFORM
Name of Station
Clark
Design Year
2031
3.5
Assumed Headway Interval
minutes.
Maximum Calculated Train Load
1,500 passengers.
Platform Length
152.4 metres.
Platform Width
10.3 metres (OBC 3.13 minimum 3.2 m).
Standard Stair Width
2.4
Number of Escalators
2
metres.
1,200 mm =
Escalator Nominal Width
2
Up
Down
100 pedestrians per minute.
Design Level of Service - Normal
C
=
0.80 m² per person.
Design Level of Service - Emergency
D
=
0.40 m² per person.
Entraining / hour
Detraining / hour
Link Load / hour
680
120
15,910






Peak Direction*
PLATFORM




860
50
100
Link Load / hour
Detraining / hour
Entraining / hour
Off Peak Direction
NOTES:


*Peak Direction is the direction with the largest sum of Link and Entraining loads.
- Loads from TTC and City Demand Forecasting, January 2011
1
PLATFORM OCCUPANT LOAD
EMERGENCY CONDITIONS
ISLAND PLATFORM
1a
Entraining Load per Hour
from Patronage Data

Calculated Entraining Load - Peak Direction
(( 1a Peak x 0.25 ) / 15 )

x 1.3 x ( 2 x Headway )

Calculated Entraining Load - Off Peak Direction
(( 1a Off Peak x 0.25 ) / 15 )

x 1.3 x Headway
Platform Entraining Load
1b + 1c

Link Load per Hour
from Patronage Data Cover Sheet

Calculated Link Load - Peak Direction
(( 1e Peak x 0.25 ) / 15 )

x 1.3 x ( 2 x Headway )
Calculated Link Load - Off Peak Direction
(( 1e Off Peak x 0.25 ) / 15 )

x 1.3 x Headway
Maximum Calculated Train Load
from Patronage Data Cover Sheet

Link Load per Track
lesser of 1f or 1h in Peak Direction

lesser of 1g or 1h in Off Peak Direction

Platform Link Load
1i Peak + 1i Off Peak

Platform Occupant Load
1d + 1j

1b
1c
1d
1e
1f
1g
1h
1i
1j
1k
Peak
Direction
Off Peak
Direction
680
100
103
8
111
15,910
860
2,413
65
1,500
1,500
1,565
1,676
65
2
EGRESS REQUIREMENTS
EMERGENCY CONDITIONS
ISLAND PLATFORM
2a
Required Evacuation Flow per Minute
1k / 4 minutes

Permitted Number of Escalators for Egress
( 1k x 0.5 )

/ ( pedestrians per minute x headway )

ppm from Patronage Data Cover Sheet

from OBC Part 3.13

Total Number of Escalators to Platform
from Patronage Data Cover Sheet

Escalator Capacity per Minute
lesser of ( 2a x 0.5 )

and (( 2c - 1 ) x pedestrians per minute )
ppm from Patronage Data Cover Sheet

from OBC Part 3.13

Required Stair Width in Metres
( 2a - 2d ) / 55 pedestrians per metre per min.

to nearest 25 mm

ppm from OBC Part 3.13

Number of Standard Width Stairs
2e / Standard Stair Width

from Patronage Data Cover Sheet

Required Horizontal Egress Width in metres
2a / 80 pedestrians per metre per minute

includes 300 mm at each side wall

to nearest 25 mm

ppm from OBC Part 3.13

2b
2c
2d
2e
2f
2g
419
3
4
210
3.800 m
2
5.850 m
3
RESULTING LEVEL OF SERVICE
EMERGENCY CONDITIONS
ISLAND PLATFORM
3a
Platform Area for Circulation
Platform Width x Length

Minus vertical circulation and service rooms

to nearest m²

Emergency Level of Service
3a / 1k

3b
1360 m²
C
0.81 m² p.p.
4
PLATFORM CLEARANCE TIME
EMERGENCY CONDITIONS
ISLAND PLATFORM
4a
Platform Occupant Load
from 1k

Longest travel distance to egress
dimensioned from CADD file

in meters

Platform Travel Time
4b / 38 m/min (OBC 3.13.4.4)

Total stair width
dimensioned from CADD file

in meters

Total stair flow rate
4d x 55 m/min (OBC 3.13.4.4)

Total Escalator flow rate
from 2d

Total Vertical flow rate
4e + 4f

Egress time
4a / 4g

Platform Clearance Time
greater of egress time and travel time

greater of 4c and 4h

4b
4c
4d
4e
4f
4g
4h
4i
1,676
44.000
1'-09''
4.800
264
210
474
3'-32''
3'-32''
PEAK HOUR PATRONAGE DATA
ISLAND PLATFORM
Name of Station
Langstaff
Design Year
2031
3.5
Assumed Headway Interval
minutes.
Maximum Calculated Train Load
1,500 passengers.
Platform Length
152.4 metres.
Platform Width
10.3 metres (OBC 3.13 minimum 3.2 m).
Standard Stair Width
2.4
Number of Escalators
2
metres.
1,200 mm =
Escalator Nominal Width
2
Up
Down
100 pedestrians per minute.
Design Level of Service - Normal
C
=
0.80 m² per person.
Design Level of Service - Emergency
D
=
0.40 m² per person.
Entraining / hour
Detraining / hour
Link Load / hour
2,100
10
15,350






Peak Direction*
PLATFORM




770
210
120
Link Load / hour
Detraining / hour
Entraining / hour
Off Peak Direction
NOTES:


*Peak Direction is the direction with the largest sum of Link and Entraining loads.
- Loads from TTC and City Demand Forecasting, January 2011
1
PLATFORM OCCUPANT LOAD
EMERGENCY CONDITIONS
ISLAND PLATFORM
1a
Entraining Load per Hour
from Patronage Data

Calculated Entraining Load - Peak Direction
(( 1a Peak x 0.25 ) / 15 )

x 1.3 x ( 2 x Headway )

Calculated Entraining Load - Off Peak Direction
(( 1a Off Peak x 0.25 ) / 15 )

x 1.3 x Headway
Platform Entraining Load
1b + 1c

Link Load per Hour
from Patronage Data Cover Sheet

Calculated Link Load - Peak Direction
(( 1e Peak x 0.25 ) / 15 )

x 1.3 x ( 2 x Headway )
Calculated Link Load - Off Peak Direction
(( 1e Off Peak x 0.25 ) / 15 )

x 1.3 x Headway
Maximum Calculated Train Load
from Patronage Data Cover Sheet

Link Load per Track
lesser of 1f or 1h in Peak Direction

lesser of 1g or 1h in Off Peak Direction

Platform Link Load
1i Peak + 1i Off Peak

Platform Occupant Load
1d + 1j

1b
1c
1d
1e
1f
1g
1h
1i
1j
1k
Peak
Direction
Off Peak
Direction
2,100
120
319
9
328
15,350
770
2,328
58
1,500
1,500
1,558
1,886
58
2
EGRESS REQUIREMENTS
EMERGENCY CONDITIONS
ISLAND PLATFORM
2a
Required Evacuation Flow per Minute
1k / 4 minutes

Permitted Number of Escalators for Egress
( 1k x 0.5 )

/ ( pedestrians per minute x headway )

ppm from Patronage Data Cover Sheet

from OBC Part 3.13

Total Number of Escalators to Platform
from Patronage Data Cover Sheet

Escalator Capacity per Minute
lesser of ( 2a x 0.5 )

and (( 2c - 1 ) x pedestrians per minute )
ppm from Patronage Data Cover Sheet

from OBC Part 3.13

Required Stair Width in Metres
( 2a - 2d ) / 55 pedestrians per metre per min.

to nearest 25 mm

ppm from OBC Part 3.13

Number of Standard Width Stairs
2e / Standard Stair Width

from Patronage Data Cover Sheet

Required Horizontal Egress Width in metres
2a / 80 pedestrians per metre per minute

includes 300 mm at each side wall

to nearest 25 mm

ppm from OBC Part 3.13

2b
2c
2d
2e
2f
2g
471
3
4
236
4.300 m
2
6.500 m
3
RESULTING LEVEL OF SERVICE
EMERGENCY CONDITIONS
ISLAND PLATFORM
3a
Platform Area for Circulation
Platform Width x Length

Minus vertical circulation and service rooms

to nearest m²

Emergency Level of Service
3a / 1k

3b
1320 m²
C
0.70 m² p.p.
4
PLATFORM CLEARANCE TIME
EMERGENCY CONDITIONS
ISLAND PLATFORM
4a
Platform Occupant Load
from 1k

Longest travel distance to egress
dimensioned from CADD file

in meters

Platform Travel Time
4b / 38 m/min (OBC 3.13.4.4)

Total stair width
dimensioned from CADD file

in meters

Total stair flow rate
4d x 55 m/min (OBC 3.13.4.4)

Total Escalator flow rate
from 2d

Total Vertical flow rate
4e + 4f

Egress time
4a / 4g

Platform Clearance Time
greater of egress time and travel time

greater of 4c and 4h

4b
4c
4d
4e
4f
4g
4h
4i
1,886
45.000
1'-11''
4.800
264
236
500
3'-46''
3'-46''
PEAK HOUR PATRONAGE DATA
ISLAND PLATFORM
Name of Station
Richmond Hill Centre
Design Year
2031
3.5
Assumed Headway Interval
minutes.
Maximum Calculated Train Load
1,500 passengers.
Platform Length
152.4 metres.
Platform Width
10.3 metres (OBC 3.13 minimum 3.2 m).
Standard Stair Width
2.4
Number of Escalators
2
metres.
1,200 mm =
Escalator Nominal Width
1
Up
Down
100 pedestrians per minute.
Design Level of Service - Normal
C
=
0.80 m² per person.
Design Level of Service - Emergency
D
=
0.40 m² per person.
Entraining / hour
Detraining / hour
Link Load / hour
13,260
0
0






Peak Direction*
PLATFORM




0
770
0
Link Load / hour
Detraining / hour
Entraining / hour
Off Peak Direction
NOTES:


*Peak Direction is the direction with the largest sum of Link and Entraining loads.
- Loads from TTC and City Demand Forecasting, January 2011
1
PLATFORM OCCUPANT LOAD
EMERGENCY CONDITIONS
ISLAND PLATFORM
1a
Entraining Load per Hour
from Patronage Data

Calculated Entraining Load - Peak Direction
(( 1a Peak x 0.25 ) / 15 )

x 1.3 x ( 2 x Headway )

Calculated Entraining Load - Off Peak Direction
(( 1a Off Peak x 0.25 ) / 15 )

x 1.3 x Headway
Platform Entraining Load
1b + 1c

Link Load per Hour
from Patronage Data Cover Sheet

Calculated Link Load - Peak Direction
(( 1e Peak x 0.25 ) / 15 )

x 1.3 x ( 2 x Headway )
Calculated Link Load - Off Peak Direction
(( 1e Off Peak x 0.25 ) / 15 )

x 1.3 x Headway
Maximum Calculated Train Load
from Patronage Data Cover Sheet

Link Load per Track
lesser of 1f or 1h in Peak Direction

lesser of 1g or 1h in Off Peak Direction

Platform Link Load
1i Peak + 1i Off Peak

Platform Occupant Load
1d + 1j

1b
1c
1d
1e
1f
1g
1h
1i
1j
1k
Peak
Direction
Off Peak
Direction
13,260
0
2,011
0
2,011
0
0
0
0
1,500
0
0
0
2,011
2
EGRESS REQUIREMENTS
EMERGENCY CONDITIONS
ISLAND PLATFORM
2a
Required Evacuation Flow per Minute
1k / 4 minutes

Permitted Number of Escalators for Egress
( 1k x 0.5 )

/ ( pedestrians per minute x headway )

ppm from Patronage Data Cover Sheet

from OBC Part 3.13

Total Number of Escalators to Platform
from Patronage Data Cover Sheet

Escalator Capacity per Minute
lesser of ( 2a x 0.5 )

and (( 2c - 1 ) x pedestrians per minute )
ppm from Patronage Data Cover Sheet

from OBC Part 3.13

Required Stair Width in Metres
( 2a - 2d ) / 55 pedestrians per metre per min.

to nearest 25 mm

ppm from OBC Part 3.13

Number of Standard Width Stairs
2e / Standard Stair Width

from Patronage Data Cover Sheet

Required Horizontal Egress Width in metres
2a / 80 pedestrians per metre per minute

includes 300 mm at each side wall

to nearest 25 mm

ppm from OBC Part 3.13

2b
2c
2d
2e
2f
2g
503
3
3
200
5.525 m
3
6.900 m
3
RESULTING LEVEL OF SERVICE
EMERGENCY CONDITIONS
ISLAND PLATFORM
3a
Platform Area for Circulation
Platform Width x Length

Minus vertical circulation and service rooms

to nearest m²

Emergency Level of Service
3a / 1k

from Fruin

3b
1365 m²
C
0.68 m² p.p.
4
PLATFORM CLEARANCE TIME
EMERGENCY CONDITIONS
ISLAND PLATFORM
4a
Platform Occupant Load
from 1k

Longest travel distance to egress
dimensioned from CADD file

in meters

Platform Travel Time
4b / 38 m/min (OBC 3.13.4.4)

Total stair width
dimensioned from CADD file

in meters

Total stair flow rate
4d x 55 m/min (OBC 3.13.4.4)

Total Escalator flow rate
from 2d

Total Vertical flow rate
4e + 4f

Egress time
4a / 4g

Platform Clearance Time
greater of egress time and travel time

greater of 4c and 4h

4b
4c
4d
4e
4f
4g
4h
4i
2,011
29.000
0'-46''
9.600
528
200
728
2'-46''
2'-46''