Table 3.2: Building Occupancy Classes
Extracts from NIBS and FEMA, 1999, HAZUS 99 Technical Manual, Federal Emergency Management Agency, Washington, DC,
Table 3.2: Building Occupancy Classes
Label
RES1 RES2 RES3 RES4 RES5 RES6
COM1 COM2 COM3 COM4 COM5 COM6 COM7 COM8 COM9 COM10
IND1 IND2 IND3 IND4 IND5 IND6
AGR1
REL1
GOV1 GOV2
EDU1 EDU2
Occupancy Class
Residential Single Family Dwelling Mobile Home Multi Family Dwelling Temporary Lodging Institutional Dormitory Nursing Home Commercial Retail Trade Wholesale Trade Personal and Repair Services Professional/Technical Services Banks Hospital Medical Office/Clinic Entertainment & Recreation Theaters Parking Industrial Heavy Light Food/Drugs/Chemicals Metals/Minerals Processing High Technology Construction Agriculture Agriculture Religion/Non/Profit Church/Non-Profit Government General Services Emergency Response Education Grade Schools Colleges/Universities
Example Descriptions
House Mobile Home Apartment/Condominium Hotel/Motel Group Housing (military, college), Jails
Store Warehouse Service Station/Shop Offices
Restaurants/Bars Theaters Garages
Factory Factory Factory Factory Factory Office
Office Police/Fire Station/EOC
Does not include group housing
246
Table 5.1 Model Building Types
Height
No. Label
Description
Range
Typical
Name
Stories Stories Feet
1 W1 2 W2
Wood, Light Frame ( 5,000 sq. ft.) Wood, Commercial and Industrial
(> 5,000 sq. ft.)
1 - 2
1
14
All
2
24
3 S1L 4 S1M 5 S1H
Steel Moment Frame
Low-Rise
1 - 3
2
24
Mid-Rise
4 - 7
5
60
High-Rise
8+
13
156
6 S2L 7 S2M 8 S2H
Steel Braced Frame
Low-Rise
1 - 3
2
24
Mid-Rise
4 - 7
5
60
High-Rise
8+
13
156
9 S3
Steel Light Frame
All
1
15
10 S4L 11 S4M 12 S4H
Steel Frame with Cast-in-Place Concrete Shear Walls
Low-Rise Mid-Rise High-Rise
1 - 3 4 - 7 8+
2
24
5
60
13
156
13 S5L 14 S5M 15 S5H
Steel Frame with Unreinforced Masonry Infill Walls
Low-Rise Mid-Rise High-Rise
1 - 3 4 - 7 8+
2
24
5
60
13
156
16 C1L 17 C1M 18 C1H
Concrete Moment Frame
Low-Rise
1 - 3
2
20
Mid-Rise
4 - 7
5
50
High-Rise
8+
12
120
19 C2L 20 C2M 21 C2H
Concrete Shear Walls
Low-Rise
1 - 3
2
20
Mid-Rise
4 - 7
5
50
High-Rise
8+
12
120
22 C3L 23 C3M 24 C3H
Concrete Frame with Unreinforced Masonry Infill Walls
Low-Rise Mid-Rise High-Rise
1 - 3 4 - 7 8+
2
20
5
50
12
120
25 PC1
Precast Concrete Tilt-Up Walls
All
1
15
26 PC2L 27 PC2M 28 PC2H
Precast Concrete Frames with Concrete Shear Walls
Low-Rise Mid-Rise High-Rise
1 - 3 4 - 7 8+
2
20
5
50
12
120
29 RM1L Reinforced Masonry Bearing Walls Low-Rise
1-3
30 RM1M
with Wood or Metal Deck
Mid-Rise
4+
Diaphragms
2
20
5
50
31 RM2L 32 RM2M 33 RM2H
Reinforced Masonry Bearing Walls with Precast Concrete Diaphragms
Low-Rise Mid-Rise High-Rise
1 - 3 4 - 7 8+
2
20
5
50
12
120
34 35
URML URMM
Unreinforced Masonry Bearing Walls
Low-Rise Mid-Rise
1 - 2 3+
1
15
3
35
36 MH
Mobile Homes
All
1
10
247
Table 5.2 List of Typical Nonstructural Components and Contents of Buildings
Type
Item
Drift- AccelerationSensitive* Sensitive*
Architectural
Nonbearing Walls/Partitions
?
?
Cantilever Elements and Parapets
?
Exterior Wall Panels
?
?
Veneer and Finishes
?
?
Penthouses
?
Racks and Cabinets
?
Access Floors
?
Appendages and Ornaments
?
Mechanical
General Mechanical (boilers, etc.)
?
And
Manufacturing and Process Machinery
?
Electrical
Piping Systems
?
?
Storage Tanks and Spheres
?
HVAC Systems (chillers, ductwork, etc.)
?
?
Elevators
?
?
Trussed Towers
?
General Electrical (switchgear, ducts, etc.)
?
?
Lighting Fixtures
?
Contents
File Cabinets, Bookcases, etc.
?
Office Equipment and Furnishings
?
Computer/Communication Equipment
?
Nonpermanent Manufacturing Equipment
?
Manufacturing/Storage Inventory
?
Art and other Valuable Objects
?
*
Solid dots indicate primary cause of damage, open dots indicate secondary cause of damage
248
Table 5.20 Guidelines for Selection of Damage Functions for Typical Buildings Based on UBC Seismic Zone and Building Age
UBC Seismic Zone (NEHRP Map Area)
Zone 4 (Map Area 7) Zone 3 (Map Area 6) Zone 2B (Map Area 5) Zone 2A (Map Area 4) Zone 1 (Map Area 2/3) Zone 0 (Map Area 1)
Post-1975 High-Code Moderate-Code Moderate-Code Low-Code Low-Code Pre-Code (W1 = Low-Code)
1941 - 1975
Moderate-Code
Moderate-Code
Low-Code
Low-Code
Pre-Code (W1 = Low-Code) Pre-Code (W1 = Low-Code)
Pre-1941
Pre-Code (W1 = Moderate-Code) Pre-Code (W1 = Moderate-Code) Pre-Code (W1 = Low-Code) Pre-Code (W1 = Low-Code) Pre-Code (W1 = Low-Code) Pre-Code (W1 = Low-Code)
Note: "The years shown as break-off points should be considered very approximate and may not be appropriate for many seismic regions, particularly regions of low and moderate seismicity where seismic codes have not been routinely enforced.... The user should [also] consider the possibility that mid-rise and high-rise buildings could be designed for wind and may have considerable lateral strength (though not ductility), even if not designed for earthquake." NIBS and FEMA (1999), pg 5-71.
249
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