.. _lbl-dldb_damage_Hazus_EQ_bldg_NSA

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NSA - Non-Structural Acceleration-Sensitive
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The following models are available:



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   <p class="dl_comp_name"><b>NSA.AGR1</b> | Acceleration-Sensitive Nonstructural, Agriculture</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.AGR1-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.COM1</b> | Acceleration-Sensitive Nonstructural, Retail Trade</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.COM1-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.COM10</b> | Acceleration-Sensitive Nonstructural, Parking</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.COM10-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.COM2</b> | Acceleration-Sensitive Nonstructural, Wholesale Trade</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.COM2-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.COM3</b> | Acceleration-Sensitive Nonstructural, Personal and Repair Services</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.COM3-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.COM4</b> | Acceleration-Sensitive Nonstructural, Professional and Technical Services</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.COM4-Cost.html



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   <p class="dl_comp_name"><b>NSA.COM5</b> | Acceleration-Sensitive Nonstructural, Banks and Financial Institutions</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.COM5-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.COM6</b> | Acceleration-Sensitive Nonstructural, Hospital</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.COM6-Cost.html



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   <p class="dl_comp_name"><b>NSA.COM7</b> | Acceleration-Sensitive Nonstructural, Medical Office and Clinic</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.COM7-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.COM8</b> | Acceleration-Sensitive Nonstructural, Entertainment and Recreation</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.COM8-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.COM9</b> | Acceleration-Sensitive Nonstructural, Theaters</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.COM9-Cost.html



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   <p class="dl_comp_name"><b>NSA.EDU1</b> | Acceleration-Sensitive Nonstructural, Schools</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.EDU1-Cost.html



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   <p class="dl_comp_name"><b>NSA.EDU2</b> | Acceleration-Sensitive Nonstructural, Colleges/Universities</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.EDU2-Cost.html



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   <p class="dl_comp_name"><b>NSA.GOV1</b> | Acceleration-Sensitive Nonstructural, General Government Services</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.GOV1-Cost.html



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   <p class="dl_comp_name"><b>NSA.GOV2</b> | Acceleration-Sensitive Nonstructural, Emergency Response</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.GOV2-Cost.html



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   <p class="dl_comp_name"><b>NSA.IND1</b> | Acceleration-Sensitive Nonstructural, Heavy Industry</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.IND1-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.IND2</b> | Acceleration-Sensitive Nonstructural, Light Industry</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.IND2-Cost.html



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   <p class="dl_comp_name"><b>NSA.IND3</b> | Acceleration-Sensitive Nonstructural, Food/Drugs/Chemicals</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.IND3-Cost.html



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   <p class="dl_comp_name"><b>NSA.IND4</b> | Acceleration-Sensitive Nonstructural, Metals/Minerals Processing</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.IND4-Cost.html



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   <p class="dl_comp_name"><b>NSA.IND5</b> | Acceleration-Sensitive Nonstructural, High Technology</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.IND5-Cost.html



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   <p class="dl_comp_name"><b>NSA.IND6</b> | Acceleration-Sensitive Nonstructural, Construction</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.IND6-Cost.html



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   <p class="dl_comp_name"><b>NSA.REL1</b> | Acceleration-Sensitive Nonstructural, Church</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.REL1-Cost.html



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   <p class="dl_comp_name"><b>NSA.RES1</b> | Acceleration-Sensitive Nonstructural, Single-family Dwelling</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.RES1-Cost.html



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   <p class="dl_comp_name"><b>NSA.RES2</b> | Acceleration-Sensitive Nonstructural, Mobile Home</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.RES2-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.RES3</b> | Acceleration-Sensitive Nonstructural, Multi-family Dwelling</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.RES3-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.RES4</b> | Acceleration-Sensitive Nonstructural, Temporary Lodging</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.RES4-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.RES5</b> | Acceleration-Sensitive Nonstructural, Institutional Dormitory</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

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   :file: NSA.RES5-Cost.html



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   <hr>



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   <p class="dl_comp_name"><b>NSA.RES6</b> | Acceleration-Sensitive Nonstructural, Nursing Home</p> 
   <div>

| Acceleration-Sensitive Nonstructural components include a large variety of different architectural, mechanical, and electrical components. Typical examples (based on Table 5.2 in the Hazus Earthquake Model Technical Manual): Cantilever elements and parapets, Racks and caibnets, Access floors, General mechanical, Manufacturing and process machinery, Piping systems, Storage tanks and spheres, HVAC systems, Elevators, Trussed towers, General electrical, and Lighting fixtures. 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 acceleration-sensitive components (e.g., mechanical equipment) is a function of the floor acceleration. 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**

.. raw:: html
   :file: NSA.RES6-Cost.html



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   <hr>