Florida commission on hurricane loss projection methodology



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Part A



Windspeed (mph)




Estimated Damage/

Subject Exposure

41 – 50







51 – 60






61 – 70







71 – 80







81 – 90







91 – 100







101 – 110








111 – 120








121 – 130








131 – 140








141 – 150








151 – 160








161 – 170










Part B



Construction Type




Estimated Damage/

Subject Exposure


Wood Frame






Masonry







Manufactured Home








Concrete








Form V-2: Mitigation Measures

Range of Changes in Damage

Purpose: This form illustrates the measure of impact of mitigation measures and secondary characteristics when implemented individually or in combination at certain windspeeds.


A. Provide the change in the zero deductible personal residential reference building damage rate (not loss cost) for each individual mitigation measure listed in Form V-2, Mitigation Measures, Range of Changes in Damage, as well as for the combination of the four mitigation measures provided for the Mitigated Frame Building and the Mitigated Masonry Building below.
B. If additional assumptions are necessary to complete this form (for example, regarding duration or surface roughness), provide the rationale for the assumptions as well as a detailed description of how they are included.
C. Provide this form in Excel format without truncation. The file name shall include the abbreviated name of the modeling organization, the standards year, and the form name. Also include Form V-2, Mitigation Measures, Range of Changes in Damage, in a submission appendix.


Reference Frame Building:

One story

Unbraced gable end roof

ASTM D3161 Class F (110 mph) or

ASTM D7158 Class G (120 mph) shingles

½” plywood deck

6d nails, deck to roof members

Toe nail truss to wall anchor

Wood framed exterior walls

5/8” diameter anchors at 48” centers for wall/floor/foundation connections

No shutters

Standard glass windows

No door covers

No skylight covers

Constructed in 1995


Reference Masonry Building:

One story

Unbraced gable end roof

ASTM D3161 Class F (110 mph) or

ASTM D7158 Class G (120 mph) shingles

½” plywood deck

6d nails, deck to roof members

Weak truss to wall connection

Masonry exterior walls

No vertical wall reinforcing

No shutters

Standard glass windows

No door covers

No skylight covers

Constructed in 1995


Mitigated Frame Building:

ASTM D7158 Class H (150 mph) shingles 8d nails, deck to roof members

Truss straps at roof

Plywood Shutters




Mitigated Masonry Building:

ASTM D7158 Class H (150 mph) shingles

8d nails, deck to roof members

Truss straps at roof

Plywood Shutters

Reference and mitigated buildings are fully insured building structures with a zero deductible building only policy.


Place the reference building at the population centroid for ZIP Code 33921.
Windspeeds used in the form are one-minute sustained 10-meter windspeeds.

Form V-2: Mitigation Measures

Range of Changes in Damage



INDIVIDUAL
MITIGATION MEASURES


PERCENTAGE CHANGES IN DAMAGE

((REFERENCE DAMAGE RATE - MITIGATED DAMAGE RATE) / REFERENCE DAMAGE RATE) * 100
FRAME BUILDING

MASONRY BUILDING
WINDSPEED (MPH)

WINDSPEED (MPH)
60

85

110

135

160

60

85

110

135

160
REFERENCE BUILDING










ROOF

CONFIGUR-ATION



BRACED GABLE ENDS


HIP ROOF



ROOF COVERING

METAL

ASTM D7158 CLASS H SHINGLES (150 MPH)

MEMBRANE

NAILING OF DECK

8d


ROOF-WALL STRENGTH

CLIPS

STRAPS


WALL-FLOOR

STRENGTH


TIES OR CLIPS


STRAPS



WALL-FOUNDATION

STRENGTH


LARGER ANCHORS OR CLOSER SPACING





STRAPS





VERTICAL REINFORCING







OPENING

PROTECTION



WINDOW


SHUTTERS

STRUCTURAL WOOD PANEL

METAL

DOOR AND SKYLIGHT COVERS


WINDOWS


IMPACT RATED


WINDOW, DOOR, SKYLIGHT STRENGTH

ENTRY DOORS

MEETS WINDBORNE DEBRIS REQUIREMENTS

GARAGE DOORS

MEETS WINDBORNE DEBRIS REQUIREMENTS

SLIDING GLASS DOORS

MEETS WINDBORNE DEBRIS REQUIREMENTS

SKYLIGHT


IMPACT RATED

MITIGATION MEASURES IN COMBINATION

PERCENTAGE CHANGES IN DAMAGE

((REFERENCE DAMAGE RATE - MITIGATED DAMAGE RATE) / REFERENCE DAMAGE RATE) * 100
FRAME BUILDING

MASONRY BUILDING
WINDSPEED (MPH)

WINDSPEED (MPH)
60

85

110

135

160

60

85

110

135

160


BUILDING

MITIGATED BUILDING




Form V-3: Mitigation Measures, Mean Damage Ratios and Loss Costs

(Trade Secret Item)

Purpose: This form illustrates the measure of impact of mitigation measures and secondary characteristics when implemented individually or in combination at certain windspeeds. This form also illustrates the underlying vulnerability functions and the loss costs for the reference and mitigated constructions.


A. Provide the mean damage ratio (prior to any insurance considerations) to the reference building for each individual mitigation measure listed in Form V-3, Mitigation Measures, Mean Damage Ratios and Loss Costs (Trade Secret item), as well as the percent damage for the combination of the four mitigation measures provided for the Mitigated Frame Building and the Mitigated Masonry Building below.
B. Provide the loss cost rounded to three decimal places, for the reference building and for each individual mitigation measure listed in Form V-3, Mitigation Measures, Mean Damage Ratios and Loss Costs (Trade Secret item), as well as the loss cost for the combination of the four mitigation measures provided for the Mitigated Frame Building and the Mitigated Masonry Building below.
C. If additional assumptions are necessary to complete this form (for example, regarding duration or surface roughness), provide the rationale for the assumptions as well as a detailed description of how they are included.
D. Provide a graphical representation of the vulnerability curves for the reference and the fully mitigated building.


Reference Frame Building:

One story

Unbraced gable end roof

ASTM D3161 Class F (110 mph) or ASTM D7158 Class G (120 mph) shingles ½” plywood deck

6d nails, deck to roof members

Toe nail truss to wall anchor

Wood framed exterior walls

5/8” diameter anchors at 48” centers for wall/floor/foundation connections

No shutters

Standard glass windows

No door covers

No skylight covers

Constructed in 1995


Reference Masonry Building:

One story

Unbraced gable end roof

ASTM D3161 Class F (110 mph) or ASTM D7158 Class G (120 mph) shingles ½” plywood deck

6d nails, deck to roof members

Weak truss to wall connection

Masonry exterior walls

No vertical wall reinforcing

No shutters

Standard glass windows

No door covers

No skylight covers

Constructed in 1995


Mitigated Frame Building:

ASTM D7158 Class H (150 mph) shingles 8d nails, deck to roof members

Truss straps at roof

Plywood Shutters



Mitigated Masonry Building:

ASTM D7158 Class H (150 mph) shingles 8d nails, deck to roof members

Truss straps at roof

Plywood Shutters



Reference and mitigated buildings are fully insured building structures with a zero deductible building only policy.


Place the reference building at the population centroid for ZIP Code 33921.
Windspeeds used in the form are one-minute sustained 10-meter windspeeds.

Form V-3: Mitigation Measures, Mean Damage Ratios and Loss Costs

(Trade Secret Item)



INDIVIDUAL
MITIGATION MEASURES


MEAN DAMAGE RATIO

LOSS COSTS
FRAME BUILDING

MASONRY BUILDING

FRAME BUILDING

MASONRY BUILDING
WINDSPEED (MPH)

WINDSPEED (MPH)

ACROSS ALL

WINDSPEEDS
60

85

110

135

160

60

85

110

135

160

REFERENCE BUILDING




ROOF

CONFIGUR-ATION



BRACED GABLE ENDS

HIP ROOF


ROOF COVERING

METAL


ASTM D7158 CLASS H SHINGLES (150 MPH)

MEMBRANE


NAILING OF DECK

8d


ROOF-WALL STRENGTH

CLIPS


STRAPS


WALL-FLOOR

STRENGTH


TIES OR CLIPS

STRAPS


WALL-FOUNDATION

STRENGTH


LARGER ANCHORS OR CLOSER SPACING






STRAPS






VERTICAL REINFORCING









OPENING

PROTECTION



WINDOW


SHUTTERS

STRUCTURAL WOOD PANEL

METAL

DOOR AND SKYLIGHT COVERS



WINDOWS

IMPACT RATED




WINDOW, DOOR, SKYLIGHT STRENGTH

ENTRY DOORS

MEETS WINDBORNE DEBRIS REQUIREMENTS

GARAGE DOORS

MEETS WINDBORNE DEBRIS REQUIREMENTS

SLIDING GLASS DOORS

MEETS WINDBORNE DEBRIS REQUIREMENTS

SKYLIGHT


IMPACT RATED

MITIGATION MEASURES IN COMBINATION

MEAN DAMAGE RATIO

LOSS COSTS
FRAME BUILDING

MASONRY BUILDING

FRAME BUILDING

MASONRY BUILDING
WINDSPEED (MPH)

WINDSPEED (MPH)

ACROSS ALL
60

85

110

135

160

60

85

110

135

160

WINDSPEEDS


BUILDING

MITIGATED BUILDING



Actuarial Standards

A-1 Modeling Input Data and Output Reports



  1. Adjustments, edits, inclusions, or deletions to insurance company or other input data used by the modeling organization shall be based upon accepted actuarial, underwriting, and statistical procedures.




  1. All modifications, adjustments, assumptions, inputs and input file identification, and defaults necessary to use the model shall be actuarially sound and shall be included with the model output report. Treatment of missing values for user inputs required to run the model shall be actuarially sound and described with the model output report.

Purpose: Modeled loss costs and probable maximum loss levels rely on certain insurer input data assumptions. Implicit assumptions may or may not be appropriate for a given entity using the model, depending on the circumstances.


Different modeling approaches may require different input data.
Relevant Form: G-5, Actuarial Standards Expert Certification

Disclosures
1. Identify insurance-to-value assumptions and describe the methods and assumptions used to determine the property value and associated losses. Provide a sample calculation for determining the property value.
2. Identify depreciation assumptions and describe the methods and assumptions used to reduce insured losses on account of depreciation. Provide a sample calculation for determining the amount of depreciation and the actual cash value (ACV) losses.
3. Describe the methods used to distinguish among policy form types (e.g., homeowners, dwelling property, manufactured home, tenants, condo unit owners).


  1. Provide a copy of the input form(s) used by the model with the model options available for selection by the user for the Florida hurricane model under review. Describe the process followed by the user to generate the model output produced from the input form. Include the model name and version identification on the input form. All items included in the input form submitted to the Commission should be clearly labeled and defined.




  1. Disclose, in a model output report, the specific inputs required to use the model and the options of the model selected for use in a residential property insurance rate filing. Include the model name and version identification on the model output report. All items included in the model output report submitted to the Commission should be clearly labeled and defined.

6. Describe actions performed to ensure the validity of insurer or other input data used for model inputs or validation/verification.




  1. Disclose if changing the order of the model input exposure data produces different model output or results.




  1. Disclose if removing and adding policies from the model input file affects the output or results for the remaining policies.


Audit


  1. Quality assurance procedures, including methods to assure accuracy of insurance or other input data, will be reviewed. Compliance with this standard will be readily demonstrated through documented rules and procedures.




  1. All model inputs and assumptions will be reviewed to determine that the model output report appropriately discloses all modifications, adjustments, assumptions, and defaults used to produce the loss costs and probable maximum loss levels.


A-2 Event Definition

Modeled loss costs and probable maximum loss levels shall reflect all insured wind related damages from storms that reach hurricane strength and produce minimum damaging windspeeds or greater on land in Florida.

Purpose: Loss costs and probable maximum loss levels should reflect the losses insurers pay as a result of a hurricane.


Loss costs and probable maximum loss levels should only include insured wind related losses and time element losses in Florida resulting from an event modeled as a hurricane consistent with Florida Statutes. The event should include all such insured wind related damage caused by a hurricane that makes landfall in Florida as a hurricane or by-passes Florida as a hurricane and comes close enough to cause damaging winds in Florida.
Relevant Forms: G-5, Actuarial Standards Expert Certification

A-2, Base Hurricane Storm Set Statewide Losses


Disclosures


  1. Describe how damage from model generated storms (landfalling and by-passing) is excluded or included in the calculation of loss costs and probable maximum loss levels for Florida.




  1. Describe how damage resulting from concurrent or preceding flood or hurricane storm surge is treated in the calculation of loss costs and probable maximum loss levels for Florida.


Audit


  1. The model will be reviewed to evaluate whether the determination of losses in the model is consistent with this standard.




  1. The model will be reviewed to determine that by-passing storms and their effects are considered in a manner that is consistent with this standard.




  1. The model will be reviewed to determine whether the model takes into account any damage resulting directly and solely from flood or hurricane storm surge. Losses associated with wind damage will be reviewed to determine the treatment of flood and hurricane storm surge.

A-3 Coverages



  1. The methods used in the calculation of building loss costs shall be actuarially sound.




  1. The methods used in the calculation of appurtenant structure loss costs shall be actuarially sound.




  1. The methods used in the calculation of contents loss costs shall be actuarially sound.




  1. The methods used in the calculation of time element loss costs shall be actuarially sound.

Purpose: A reasonable representation of building, appurtenant structure, contents, and time element losses is necessary in order to address policies that principally cover building, appurtenant structure, contents and time element, such as tenants and condo unit owners policies.


Relevant Form: G-5, Actuarial Standards Expert Certification
Disclosures


  1. Describe the methods used in the model to calculate loss costs for building coverage associated with personal and commercial residential properties.




  1. Describe the methods used in the model to calculate loss costs for appurtenant structure coverage associated with personal and commercial residential properties.




  1. Describe the methods used in the model to calculate loss costs for contents coverage associated with personal and commercial residential properties.

4. Describe the methods used in the model to calculate loss costs for time element coverage associated with personal and commercial residential properties.


Audit


  1. The methods used to produce building, appurtenant structure, contents and time element loss costs will be reviewed.

A-4 Modeled Loss Cost and Probable Maximum Loss Considerations



  1. Loss cost projections and probable maximum loss levels shall not include expenses, risk load, investment income, premium reserves, taxes, assessments, or profit margin.




  1. Loss cost projections and probable maximum loss levels shall not make a prospective provision for economic inflation.




  1. Loss cost projections and probable maximum loss levels shall not include any explicit provision for direct hurricane storm surge losses.




  1. Loss cost projections and probable maximum loss levels shall be capable of being calculated from exposures at a geocode (latitude-longitude) level of resolution.




  1. Demand surge shall be included in the model’s calculation of loss costs and probable maximum loss levels using relevant data and actuarially sound methods and assumptions.

Purpose: The loss costs and probable maximum loss levels from the model should reflect losses paid by the insurance company as insurance claims resulting from wind damage from an event as defined in Standard A-2, Event Definition.


Probable maximum loss levels can be either on an annual aggregate, an annual occurrence basis, or an event basis. All bases can be useful for understanding the loss distribution produced by the model.
Loss costs represent the expected annual loss per $1,000 exposure. Other “expense and profit loads” such as those listed in the standard may be included in rate filings but are outside the scope of the Commission.
Loss severity may be influenced by supply and demand factors applicable to material and labor costs. This is generally known as demand surge which occurs at the time of a large catastrophic event and is recognized as an important element for modeling.
Insurance may also be influenced (although perhaps differently from demand surge) by general price inflation. This is a type of economic inflation that is associated with past insured wind loss experience that has been used to develop and validate hurricane loss projection models. The standard does not allow for prospective recognition of future economic inflation or price inflation.

Hurricane storm surge can be covered by the National Flood Insurance Program or in some cases by other policies.


Relevant Forms: G-5, Actuarial Standards Expert Certification

A-8, Probable Maximum Loss for Florida



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