2.2.3. NSD - Non-Structural Drift-Sensitive¶
The following models are available:
NSD.AGR1 | Drift-Sensitive Nonstructural, Agriculture
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Agriculture
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.COM1 | Drift-Sensitive Nonstructural, Retail Trade
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Retail Trade such as stores
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.COM10 | Drift-Sensitive Nonstructural, Parking
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Parking
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.COM2 | Drift-Sensitive Nonstructural, Wholesale Trade
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Wholesale Trade such as warehouses
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.COM3 | Drift-Sensitive Nonstructural, Personal and Repair Services
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Personal and Repair Services such as service stations and repair shops
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.COM4 | Drift-Sensitive Nonstructural, Professional and Technical Services
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Professional and Technical Services such as Offices
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.COM5 | Drift-Sensitive Nonstructural, Banks and Financial Institutions
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Banks and Financial Institutions
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.COM6 | Drift-Sensitive Nonstructural, Hospital
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Hospital
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.COM7 | Drift-Sensitive Nonstructural, Medical Office and Clinic
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Medical Office and Clinic
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.COM8 | Drift-Sensitive Nonstructural, Entertainment and Recreation
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Entertainment and Recreation including restaurants and bars
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.COM9 | Drift-Sensitive Nonstructural, Theaters
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy type: Theatres
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.EDU1 | Drift-Sensitive Nonstructural, Schools
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Schools
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.EDU2 | Drift-Sensitive Nonstructural, Colleges/Universities
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Colleges/Universities excluding group housing
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.GOV1 | Drift-Sensitive Nonstructural, General Government Services
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: General Government Services offices
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.GOV2 | Drift-Sensitive Nonstructural, Emergency Response
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Emergency Response such as Police and Fire Stations
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.IND1 | Drift-Sensitive Nonstructural, Heavy Industry
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Heavy Industry factories
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.IND2 | Drift-Sensitive Nonstructural, Light Industry
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Light Industry factories
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.IND3 | Drift-Sensitive Nonstructural, Food/Drugs/Chemicals
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Food/Drug/Chemical plants
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.IND4 | Drift-Sensitive Nonstructural, Metals/Minerals Processing
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Metals/Minerals Processing plants
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.IND5 | Drift-Sensitive Nonstructural, High Technology
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: High Technology factories
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.IND6 | Drift-Sensitive Nonstructural, Construction
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Construction Offices
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.REL1 | Drift-Sensitive Nonstructural, Church
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Church
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.RES1 | Drift-Sensitive Nonstructural, Single-family Dwelling
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Single-family Dwelling, Detached House
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.RES2 | Drift-Sensitive Nonstructural, Mobile Home
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Mobile Home
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.RES3 | Drift-Sensitive Nonstructural, Multi-family Dwelling
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Multi-family Dwelling, Apartments, Condominiums
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.RES4 | Drift-Sensitive Nonstructural, Temporary Lodging
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Temporary Lodging such as Hotel, Motel
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.RES5 | Drift-Sensitive Nonstructural, Institutional Dormitory
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Institutional Dormitory, including group housing (military, college) as well as jails
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost
NSD.RES6 | Drift-Sensitive Nonstructural, Nursing Home
Drift-Sensitive Nonstructural components primarily include architectural components, but drift demands shall also be considered as a secondary cause of damage for certain mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Nonbearing walls and partitions, Exterior wall panels, Veneer and finishes, Penthouses, Piping systems, HVAC systems, Elevators, and General electrical components. Anchorage/bracing of nonstructural components improves earthquake performance of most components although routine or typical anchorage/bracing provides only limited damage protection. It is assumed that typical nonstructural components and building contents have limited anchorage/bracing.
Damage to drift-sensitive nonstructural components (e.g., full-height drywall partitions) is primarily a function of inter-story drift. The damage functions estimated for each group are assumed to be “typical” of its sub-components. However, that damage depends on the anchorage/bracing provided to the nonstructural components.
Occupancy Type: Nursing Home
Suggested Block Size: 1 EA (round up to integer quantity)
The following repair consequences are available for this model:
Cost