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Technology in Architecture
Technology in Architecture
Lecture 9
Vertical Transportation
Elevators Design Considerations
Elevator Selection Parameters
Example Problem
Vertical Transportation
Vertical Transportation
Classification
Classification
Elevators
 Passenger
 Freight
 Special service
Escalators
Types
Types
Elevators
 traction
 gearless  medium-high speed
passenger
 geared  low speed passenger
 hydraulic
 plunger
 hole-less
 roped
Performance Criteria
Performance Criteria
Ideal Performance:
 minimum waiting time
 comfortable acceleration
 rapid transportation
 smooth/rapid slowing
 accurate leveling
 rapid loading/unloading
 quick/quiet door operation
 good visual travel direction/floor indicators
 easily operated controls
 comfortable lighting
 reliable emergency equipment
 smooth/safe operation of mechanical equipment
Codes and Standards
Codes and Standards
ANSI/ASME Code A17.1
NFPA 101  Life Safety Code
NFPA 70  Electrical
ANSI A117.1  Barrier Free
Elevator Design Considerations
Elevator Design Considerations
Passenger Elevator
Passenger Elevator
Components
Components
Traction Elevator
 car
 cables
 elevator machine
 controls
 counterweight
 hoistway
 rails
 penthouse
 pit S: p. 1395, F.31.1
Traction Elevator
Traction Elevator
Components
Components
Machine room
 8’-6” minimum clear
Bottom of Beam
(OH)
 17’-6” – 20’6’’
Travel
 number of floors
Pit (P)
 10’-1” – 11-5”
S: p. 1439, F.31.29
Passenger Elevator
Passenger Elevator
Components
Components
Hydraulic
 car
 plunger/piston/jack
 elevator machine
 controls
 hoistway
 rails
 penthouse/headway
 pit
S: p. 1400, F.31.5
Hydraulic Elevator
Hydraulic Elevator
Components
Components
Machine room
 7’-9” minimum clear
Bottom of Beam (OH)
 12’-0” – 12’3’’
Pit (P)/Plunger
 4’-0”
 Travel +2’-6”
S: p. 1402, F.31.6
Design Considerations
Design Considerations
Door openings
 >3’-6” for simultaneous
loading/unloading
 <3’-6” for singular
loading
S: p. 1405, F.31.11
Design Considerations
Design Considerations
Doors
 single slide (24-36”)
 center opening (42-60”)
 two-speed, side opening
(42”)
 two-speed, center
opening (60”)
S: p. 1406, F.31.12
Elevator Selection Parameters
Elevator Selection Parameters
Definitions
Definitions
Interval (I) or lobby dispatch time
 average time between departure of cars from lobby
Waiting time
 average time spent
by a passenger
between arriving in
the lobby and leaving
the lobby in a car
 equals (0.6 x I)
S: p. 1421, T.31.4
Definitions
Definitions
Car passenger capacity (p)
 passengers per car
S: p. 1422, T.31.5
Definitions
Definitions
Handling Capacity (HC)
 maximum number of passengers handled in a 5
minute period
 when expressed as a percentage of the building
population it is called percent handling capacity
(PHC)
HC= 300(p)
I
S: p. 1422, T.31.6
Definitions
Definitions
Average trip time
(AVTRP)
 average time from
passengers from arriving
in lobby to leaving car at
upper floor
Note: car size
floor to floor height
S: p. 1424, F.31.20
Definitions
Definitions
Round-trip time (RT)
 average time required for
a car to make a round trip
S: p. 1425, F.31.21
Parameters
Parameters
Building population
 typical area per person
 based on net area and
building type
S: p. 1423, T.31.7
Parameters
Parameters
Office building efficiency
 net usable area as a
percentage of gross area
S: p. 1423, T.31.8
Parameters
Parameters
Elevator equipment recommendations
 building type
 car capacity
 rise
 speed
S: p. 1432, T.31.9
Sizing
Sizing Equations
Equations
Handling capacity (HC): HC=300p/I
Interval (I): I=RT/N
5-min. handling capacity (h): h=300p/RT
Number of cars (N): N=HC/h
Elevator Design Example
Elevator Design Example
Example Problem
Example Problem
Design an elevator system for a 10 story,
single purpose tenant, office building that
provides an “good” level of service.
Construction level is “normal”
Floor height: 12’-0” floor to floor
Floor area: 15,000 net square feet (nsf) each
1. Determine Percent Handling
1. Determine Percent Handling
Capacity (PHC)
Capacity (PHC)
Office building
Investment
range  11.5-13 %
say 12%
PHC=0.12
S: p. 1422, T.31.6
2. Determine Interval (I)
2. Determine Interval (I)
Office building
“Good” service
I=25-29 sec
S: p. 1421, T.31.4
3. Determine Building Population
3. Determine Building Population
Office building
Single tenant
Normal construction
range  90-110 sf/person
say 100 sf/person
Pop= 9 floors@15,000 nsf
100sf/person
Pop=1350 people
S: p. 1423, T.31.7
4. Determine Handling
4. Determine Handling
Capacity (HC)
Capacity (HC)
PHC=0.12
HC=0.12 x 1350 people
HC= 162 people
5. Determine Rise & Select Car
5. Determine Rise & Select Car
9 floors (above lobby)
12’-0” floor-floor
Rise=9 x 12’-0’
Rise=108’
Select Car:
2500# car
@400 fpm
S: p. 1432, T.31.9
6. Determine Average
6. Determine Average
Trip Time (AVTRP)
Trip Time (AVTRP)
12’-0” floor-floor
2500# car
400 fpm
9 floors
AVTRP= 64 sec
S: p. 1425, F.31.21
7. Determine Round
7. Determine Round
Trip Time (RT)
Trip Time (RT)
12’-0” floor-floor
2500# car
9 floors
400 fpm
RT= 112 sec
S: p. 1428, F.31.23
8. Verify Single Car Capacity (p)
8. Verify Single Car Capacity (p)
2500# car
p= 13 people
S: p. 1422, T.31.5
9. Determine 5-minute
9. Determine 5-minute
Handling Capacity (h)
Handling Capacity (h)
h=300p/RT
h= 300 x 13/112
h= 34.8 people
10. Determine number of cars (N)
10. Determine number of cars (N)
N=HC/h
N= 162/34.8
N= 4.7 cars
say 5 cars
11. Confirm Interval (I)
11. Confirm Interval (I)
I=RT/N
I= 112/5
I= 22.4 sec
Required I  25-29 sec
Design exceeds
performance requirements
12. Repeat Until
12. Repeat Until
Performance Complies
Performance Complies
Try 4 cars (2500 lbs., 400 fpm)
11. (Re)Confirm Interval (I)
11. (Re)Confirm Interval (I)
I=RT/N
I= 112/4
I= 28 sec
Required I  25-29 sec
Design meets performance
requirements
12. Repeat Until
12. Repeat Until
Performance Complies
Performance Complies
Performance is in compliance
Use 4 cars (2500 lbs., 400 fpm)
Elevator Lobby Requirements
Elevator Lobby Requirements
Lobby Parameters
Lobby Parameters
 Proximity to other cars
 single zone
 multizone
 Proximity to emergency
exits/egress stairs
 Adjacent to main lobby
S: p. 1438, F.31.27
Lobby Sizing
Lobby Sizing
Size based on peak interval
 15 or 20 minute peak time
 5 sf/person
From previous example using 15 minute peak
h=34.8 people/5-min. 104.4 people/15 min.
Area= 104.4 people x 5 sf/person = 522 sf
BSD PPT.pdf

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BSD PPT.pdf