Part 1.
TEXAS DEPARTMENT OF INSURANCE
Chapter 5.
PROPERTY AND CASUALTY INSURANCE
Subchapter C. TEXAS MEDICAL LIABILITY INSURANCE UNDERWRITING ASSOCIATION
28 TAC §5.2006
The Texas Department of Insurance proposes new §5.2006
concerning reinsurance in the operation of the Texas Medical Liability Insurance
Underwriting Association (JUA). The JUA is established by Insurance Code Article
21.49-3 to provide medical liability insurance on a self-supporting basis
to physicians and health care providers who are in one of the named categories
eligible for such coverage. Article 21.49-3, §3A(a) provides that the
Commissioner of Insurance shall establish by order the categories of physicians
and health care providers eligible to obtain coverage from the JUA and may
revise his order to include or exclude from eligibility particular categories
of such physicians and health care providers. In accord with Article 21.49-3, §3(b)(4),
the JUA shall have the power on behalf of its members to, among other things,
cede and purchase reinsurance, and rules governing the JUA provide that such
reinsurance shall be governed by rules promulgated by the commissioner. By
Commissioner's Order No. 00-0175, dated February 14, 2000, the commissioner
ordered that not-for-profit nursing homes shall be included as a category
of providers eligible to obtain insurance coverage from the JUA pursuant to
Insurance Code Article 21.49-3. The department proposes rules to govern the
JUA's authority to cede and purchase reinsurance in order to (i) accommodate
the inclusion of not-for-profit nursing homes as a category of providers eligible
to obtain insurance coverage from the JUA, (ii) maintain the statutory purpose
of the JUA to provide medical liability insurance on a self-supporting basis,
(iii) protect the operations of the JUA and the policyholder's stabilization
reserve fund, and (iv) protect the general revenue of the State of Texas.
Proposed §5.2006 sets forth the purpose of the section as providing authority
necessary to implement Insurance Code Article 21.49-3, §3(b)(4) and allows
the JUA to develop a reinsurance program, subject to prior approval by the
commissioner.
Marilyn Hamilton, Deputy Commissioner of the Commercial Property/Casualty
Division, has determined that for each year of the first five years that the
proposed new section will be in effect, there will be no fiscal implications
to state or local government as a result of enforcing or administering the
new section and that there will be no effect on local employment or the local
economy.
Ms. Hamilton has also determined that for each year of the first five years
the proposed section will be in effect, the public benefit anticipated as
a result of administering the section will be the protection of the operations
of the JUA in providing medical liability insurance on a self-supporting basis.
An additional public benefit includes reducing policyholder and member exposure
to assessments thereby protecting the general revenue of the State of Texas.
There is no mandated economic cost to the JUA as a result of the adoption
of the proposed section. If, however, in fulfillment of its statutory purpose
to provide medical liability insurance on a self-supporting basis, the JUA
opts to develop a reinsurance program, the costs to the JUA to provide and
administer the reinsurance program in compliance with the proposed section
will be recouped from policyholders. In addition, the JUA, which was created
pursuant to Article 21.49-3 of the Insurance Code, was not formed for the
purpose of making a profit, and therefore, the provisions of the Government
Code, §§2006.001-2006.002, regarding adverse economic effect on
small and micro-businesses, do not apply to this proposed section.
To be considered, all comments on the proposal must be submitted in writing
no later than 5 p.m. on May 22, 2000, to Lynda H. Nesenholtz, General Counsel
and Chief Clerk, Mail Code 113-2A, Texas Department of Insurance, P.O. Box
149104, Austin, Texas, 78714-9104. An additional copy of the comments must
be submitted simultaneously to Marilyn Hamilton, Deputy Commissioner, Commercial
Property/Casualty Division, Mail Code 104-PC, Texas Department of Insurance,
P.O. Box 149104, Austin, Texas 78714-9104. A request for a public hearing
should be submitted separately to the Chief Clerk's office.
The new section is proposed pursuant to the Insurance Code Article
21.49-3 and §36.001. Article 21.49-3 provides that the JUA shall have
the power on behalf of its members to, among other things, cede and purchase
reinsurance; such reinsurance shall be governed by the plan of operation promulgated
by the Commissioner of Insurance. Insurance Code §36.001 authorizes the
Commissioner of Insurance to adopt rules for the conduct and execution of
the duties and functions of the Texas Department of Insurance only as authorized
by statute.
The following statute is affected by this proposal: Insurance Code Article
21.49-3
§5.2006.Reinsurance.
Pursuant to Article 21.49-3, §3(b)(4) of the Insurance Code, the
Texas Medical Liability Insurance Underwriting Association (JUA) may cede
and purchase reinsurance. The purpose of this section is to implement Article
21.49-3, §3(b)(4) of the Insurance Code.
(1)
The JUA may develop a reinsurance program that will provide
for the purchase of reinsurance and that will maintain the purpose of the
JUA to provide medical liability insurance on a self-supporting basis.
(2)
A reinsurance program shall be subject to prior approval
by the Commissioner of Insurance, and such prior approval must be obtained
before implementation of the reinsurance program. The program shall include,
but is not limited to, the proposed reinsurance program structure and terms,
including the reinsurance proposal and proposed reinsurance contract terms
and conditions; cost of the proposed reinsurance program; the recommended
percentage of reinsured business to be assumed by each individual reinsurer;
a summary of the financial condition of each recommended reinsurer; the JUA's
costs to administer the reinsurance program; compliance with §§7.601
- 7.615 of this title (relating to Reinsurance), to the extent that such provisions
do not conflict with this section or Article 21.49-3 of the Insurance Code,
or unless such provisions are waived by the Commissioner; and any other information
the Commissioner deems necessary to enable the Commissioner to determine whether
to approve or disapprove the reinsurance program. The JUA shall submit to
the Commissioner, no later than 90 days before expiration of the reinsurance
contract, the proposed renewal reinsurance program or a statement of the reasons
why a reinsurance program is no longer necessary.
(3)
The JUA shall submit written notice of any amendment(s)
to any existing reinsurance contract to the Commissioner of Insurance at least
60 days prior to the effective date of the proposed amendment(s). The notice
shall include an explanation of the reason for the amendment(s) and a copy
of the draft amendment(s). The amendment(s) shall be deemed approved by the
Commissioner unless within 60 days following the submission of the written
notice the Commissioner disapproves the amendment(s).
This agency hereby certifies that the proposal has been
reviewed by legal counsel and found to be within the agency's legal authority
to adopt.
Filed with the Office of
the Secretary of State, on April 10, 2000.
TRD-200002546
Lynda Nesenholtz
General Counsel and Chief Clerk
Texas Department of Insurance
Earliest possible date of adoption: May 21, 2000
For further information, please call: (512) 463-6327
1.
PLAN OF OPERATION
28 TAC §5.4008
The Texas Department of Insurance proposes amendments to §5.4008,
concerning building code specifications in the plan of operation of the Texas
Windstorm Insurance Association (Association or TWIA). The purpose of the
Association is to provide windstorm and hail insurance coverage to residents
in designated catastrophe areas who are unable to obtain such coverage in
the voluntary market. The Association's plan of operation specifies in §5.4008
the applicable building code standards to qualify for coverage from the Association
for structures located in designated catastrophe areas which were constructed,
repaired, or to which additions are made on and after September 1, 1998, the
effective date of the Building Code for Windstorm Resistant Construction (the
code). The proposed amendments are necessary to make editorial and clarifying
changes that make the code more user-friendly and easier to use.
The proposed amendments are a result of recommendations by the Building
Code Advisory Committee on Specifications and Maintenance to expand the available
use of the code in the designated catastrophe areas. Article 21.49, §6C,
Insurance Code requires the Commissioner to appoint a Building Code Advisory
Committee on Specifications and Maintenance (advisory committee) to advise
and make recommendations to the Commissioner on building specifications in
the TWIA plan of operation for structures to be eligible for windstorm and
hail insurance through the TWIA.
The advisory committee met on February 3, 2000 to consider the proposed
recommendations presented by the department staff and voted to recommend certain
building code changes to the commissioner for his consideration. The advisory
committee's recommended changes were submitted to the commissioner on February
11, 2000 and those recommendations were accepted and are to be considered
at a rulemaking hearing.
The proposed amendments to the code are as follows:
A. Section 100, General Requirements: Editorial changes are made in this
section to remove the reference to the wind load provisions of ASCE 7-95.
The prescriptive requirements within the Code and the wind pressures specified
in this section are based on ASCE 7-93. The reference to ASCE 7-95 promotes
confusion.
B. Section 200, Basic Definitions, Assumptions, and Limitations of the
Prescriptive Code.
1. 207, Limitations on the Prescriptive Code. Information presented in
the building limitations tables is to be expanded so that the tables are easier
to use. A clarification is provided to indicate that the span and spacing
limitations for floor systems apply to all types of floor framing members.
C. Section 300, Prescriptive Requirements, Area Inland of the Dividing
Line.
1. 301, Foundations. A clarification provides guidance for anchor bolt
embedment along a raised curb. Tables have been added to provide shear and
uplift capacities for alternative anchors to be determined based on the uplift
and shear load of the default inch diameter anchor bolt. For the selection
of alternative anchors, tables are included to tabulate the appropriate uplift
load to use depending on the building type and wall height. A clarification
is provided in the text, in the fastening schedule and in an illustration
to indicate the proper placement of fasteners for attaching a ledger strip
to a beam where the ledger strip provides support for floor joists in the
construction of a piling or pier and beam foundation. For pier and beam construction,
a table is added to provide options for beam sizes. Text is included to emphasize
that a standard 90-degree hook shall be provided in the footing of the pier
as shown in the existing figure in the appendix. A clarification is added
to indicate the proper placement of reinforcement in the footings of piers.
2. 303, Wood Stud Wall Framing. A clarification is provided to indicate
that the table for uplift loads at gable endwalls applies to one-, two- and
three-story structures. An editorial change is provided to clarify that the
spacers between the lumber used for headers can be wood structural panels
and are not limited to the use of plywood only. A separate header table is
added for headers constructed with Southern Pine lumber. A reference to header
requirements for interior loadbearing walls is removed. Editorial changes
are added to clarify the application of the garage door header tables and
to expand options for the selection of glued-laminated beams. A correction
is made to framing around garage door openings regarding the uplift capacity
of anchor bolts used to transfer uplift loads to the foundation. An editorial
change is provided to clarify that only one holddown connector is required
at each building corner, unless otherwise specified in the Code. Another editorial
change clarifies that standard inch anchor bolts may be used to anchor holddown
connectors to the foundation, if the required capacity of the holddown is
less than the tensile capacity of the anchor bolt embedded in concrete. A
table has also been included to provide capacity values for both the inch
and inch anchor bolts for use with holddown connectors. An editorial change
is provided to renumber and relocate an illustration relating to shear transfer.
4. 305, Ceiling Framing. A clarification is added regarding the construction
of the ceiling diaphragm and gable endwall framing. A figure is revised to
clarify that sheathing must be applied to the wall when installing a brick
veneer.
5. 306, Roof Framing. A clarification is provided to indicate that the
dimensions of the truss shall not exceed the limitations specified in Section
207. Guidance is provided for determining the anchorage of wall studs when
roof trusses are used. A table is provided to specify the maximum allowable
anchorage for the bearing points of a truss. Additional text is added to clarify
the attachment of roof sheathing along the perimeter of the roof and at gable
endwalls.
6. 307, Roof Coverings. ASTM standards are added to stipulate the minimum
requirements for underlayment. A revision to the fastening requirements for
the double layer application of felt is included so that the fastening pattern
will be the same as required for attachment of a single layer application.
An option is included which provides guidance for the attachment of underlayment
for shingles that pass Underwriters Laboratories (UL) Standard 997 and are
rated at wind speeds which meet the Code's minimum fastest mile wind speed
requirement of 95 mph.
7. 311, Miscellaneous Construction. An editorial change was made to correct
a conflict between the text and a table relating to the attachment of the
beam to post connection in post frame construction. A clarification is provided
for the attachment of purlins to roof framing in post frame construction.
Fastener requirements have been added for the attachment of corrugated metal
siding or wood structural panel siding in post frame construction. The fastener
requirements have been revised for the attachment of a corrugated metal roof
to purlins or a solid deck in post frame construction. The supported overhangs
and covered porches section is revised to make the section easier to read
and to understand. Guidance is provided for the attachment of overhang roof
framing members to the main structure and to provide a table for uplift capacities
for bolts connecting beams to posts. A clarification is also provided to specify
the measurement of posts supporting beams used in overhangs and porches. A
clarification is provided to address the construction of ceiling framing in
portable and temporary buildings. A new section is added to provide an option
for the construction of a detached garage which can not be constructed in
accordance with Section 303.
8. 312, Reroofing a Wood Shingle or Shake Roof. A clarification is provided
to address the application of wood structural panels over space boards.
9. 313, Additions, Renovations, and Repairs. A new section is added to
address the connection of rafters from an addition to the roof framing of
an existing structure. A new section is added to address the connection of
the wall framing for an addition to an existing structure.
D. Section 400, Prescriptive Requirements, Area Seaward of Established
Dividing Line.
1. 401, Foundations. A clarification provides guidance for anchor bolt
embedment along a raised curb. Tables have been added to provide shear and
uplift capacities for alternative anchors to be determined based on the uplift
and shear load of the default inch diameter anchor bolt. For the selection
of alternative anchors, tables are included to tabulate the appropriate uplift
load to use depending on the building type and wall height. A clarification
is provided in the text, in the fastening schedule and in an illustration
to indicate the proper placement of fasteners for attaching a ledger strip
to a beam where the ledger strip provides support for floor joists in the
construction of a piling or pier and beam foundation. For pier and beam construction,
a table is added to provide options for beam sizes. Text is included to emphasize
that a standard 90-degree hook shall be provided in the footing of the pier
as shown in the existing figure in the appendix. A clarification is added
to indicate the proper placement of reinforcement in the footings of piers.
2. 402, Floor Framing. An editorial change is provided to correct two values
in one of the span tables for floor joists.
3. 403, Wood Stud Wall Framing. A clarification is provided to indicate
that the table for uplift loads at gable endwalls applies to one-, two- and
three-story structures. An editorial change is provided to clarify that the
spacers between the lumber used for headers can be wood structural panels
and are not limited to the use of plywood only. A separate header table is
added for headers constructed with Southern Pine lumber. A reference to header
requirements for interior loadbearing walls is removed. Editorial changes
are added to clarify the application of the garage door header tables and
to expand options for the selection of glued-laminated beams. A correction
is made to framing around garage door openings regarding the uplift capacity
of anchor bolts used to transfer uplift loads to the foundation. An editorial
change is provided to clarify that only one holddown connector is required
at each building corner, unless otherwise specified in the Code. Another editorial
change clarifies that standard inch anchor bolts may be used to anchor holddown
connectors to the foundation, if the required capacity of the holddown is
less than the tensile capacity of the anchor bolt embedded in concrete. A
table has also been included to provide capacity values for both the inch
and inch anchor bolts for use with holddown connectors. An editorial change
is provided to renumber and relocate an illustration relating to shear transfer.
4. 405, Ceiling Framing. A clarification is added regarding the construction
of the ceiling diaphragm and gable endwall framing. A figure is revised to
clarify that sheathing must be applied to the wall when installing a brick
veneer.
5. 406, Roof Framing. A clarification is provided to indicate that the
dimensions of the truss shall not exceed the limitations specified in Section
207. Guidance is provided for determining the anchorage of wall studs when
roof trusses are used. A table is provided to specify the maximum allowable
anchorage for the bearing points of a truss. Additional text is added to clarify
the attachment of roof sheathing along the perimeter of the roof and at gable
endwalls.
6. 407, Roof Coverings. ASTM standards are added to stipulate the minimum
requirements for underlayment. A revision to the fastening requirements for
the double layer application of felt is included so that the fastening pattern
will be the same as that required for attachment of a single layer application.
An option is included which provides guidance for the attachment of underlayment
for shingles that pass Underwriters Laboratories (UL) Standard 997 and are
rated at wind speeds which meet the Code's minimum fastest mile wind speed
requirement of 100 mph.
7. 411, Miscellaneous Construction. An editorial change is made to correct
a conflict between the text and a table relating to the attachment of the
beam to post connection in post frame construction. A clarification is provided
for the attachment of purlins to roof framing in post frame construction.
Requirements for fasteners are added for the attachment of corrugated metal
siding or wood structural panel siding in post frame construction. The fastener
requirements have been revised for the attachment of a corrugated metal roof
to purlins or a solid deck in post frame construction. The supported overhangs
and covered porches section is revised to make the section easier to read
and to understand. Guidance is provided for the attachment of overhang roof
framing members to the main structure and to provide a table for uplift capacities
for bolts connecting beams to posts. A clarification is also provided to specify
the measurement of posts supporting beams used in overhangs and porches. A
clarification is provided to address the construction of ceiling framing in
portable and temporary buildings. A new section is added to provide an option
for the construction of a detached garage which can not be constructed in
accordance with Section 403.
8. 412, Reroofing a Wood Shingle or Shake Roof. A clarification is provided
to address the application of wood structural panels over space boards.
9. 413, Additions, Renovations, and Repairs. A new section is added to
address the connection of rafters from an addition to the roof framing of
an existing structure. A new section is added to address the connection of
the wall framing for an addition to an existing structure.
E. Appendices.
1. Windstorm Offices. Updated telephone numbers and addresses of the Texas
Department of Insurance's windstorm field offices are added to this appendix.
2. TDI Standard TDI 1-98. An editorial change has been made to define porosity.
3. Fastening Schedule. An editorial change has been made regarding the
fasteners required for securing spaced boards to roof framing and for the
attachment of wood structural panels to spaced boards. Copies of the proposed
amendments to the Building Code for Windstorm Resistant Construction, are
available from the Office of the Chief Clerk, MC 113-2A, Texas Department
of Insurance, P.O. Box 149104, Austin, Texas 78714-9104.
The department will consider the adoption of amendments to §5.4008
in a public hearing under Docket Number 2446, scheduled for 10:00 a.m. on
May 11, 2000 in Room 100 of the William P. Hobby, Jr. State Office Building,
333 Guadalupe Street, Austin, Texas.
Alexis Dick, Deputy Commissioner for the Inspections Group, has determined
that for each year of the first five years that the proposed amendments will
be in effect, there will be no fiscal implications for state or local government
as a result of enforcing or administering the section. Ms. Dick has also determined
that there will be no adverse effect on local employment or the local economy.
Ms. Dick has also determined that for each year of the first five years
the amended section is in effect, the public benefit anticipated as a result
of adopting this amended section will be the facilitation of compliance by
coastal builders with the new coastal building code by making editorial and
clarifying changes that result in a code which is more user-friendly and easier
for builders and inspectors to use. There is no anticipated adverse economic
effect on large, small or micro-businesses who are required to comply with
the proposed amendment because the amendments make only editorial and clarifying
changes and do not add any prescriptive requirements to the code that make
the code more restrictive. Any small business or micro-business that is required
to comply with the proposed amendments to §5.4008 will incur no costs
in addition to those costs that would be incurred under the section as currently
adopted.
To be considered, comments on the proposed amendments must be submitted
no later than 5 p.m. on May 22, 2000 to Lynda H. Nesenholtz, General Counsel
and Chief Clerk, MC 113-2A, Texas Department of Insurance, P.O. Box 149104,
Austin, Texas, 78714-9104. An additional copy of the comment should be simultaneously
submitted to Alexis Dick, Deputy Commissioner, Inspections Group, MC 103-1A,
Texas Department of Insurance, P.O. Box 149104, Austin, Texas 78714-9104.
The amendments are proposed pursuant to the Insurance Code Article
21.49 and §36.001. Article 21.49, §6A specifies building code requirements
and approval or inspection procedures for windstorm and hail insurance through
the Association. Article 21.49, §6C requires the Commissioner to appoint
a Building Code Advisory Committee on Specifications and Maintenance to advise
and make recommendations to the Commissioner on building specifications and
maintenance in the Association's plan of operation for structures to be eligible
for windstorm and hail insurance through the Association. Article 21.49, §5(c)
provides that the Commissioner of Insurance by rule shall adopt the Association's
plan of operation with the advice of the Association's board of directors.
Insurance Code, §36.001 authorizes the Commissioner of Insurance to adopt
rules and regulations, which must be for general and uniform application,
for the conduct and execution of the duties and function of the Texas Department
of Insurance only as authorized by statute.
The following statute is affected by this proposal: Insurance Code, Article
21.49
§5.4008.Applicable Building Code Standards in Designated Catastrophe Areas for Structures Constructed, Repaired or to Which Additions Are Made On and After September 1, 1998.
(a)
Areas Seaward of the Intracoastal Canal. To be eligible
for catastrophe property insurance, structures located in designated catastrophe
areas which are seaward of the Intracoastal Canal and constructed, repaired,
or to which additions are made on and after September 1, 1998, shall comply
with the Building Code for Windstorm Resistant Construction. The Texas Department
of Insurance adopts by reference the Building Code for Windstorm Resistant
Construction, effective September 1, 1998. Amendments to the Building Code
for Windstorm Resistant Construction are adopted by reference to be effective
August 1, 2000
[
(b)
Areas Inland of the Intracoastal Canal and Within Approximately
25 Miles of the Texas Coastline and east of the Specified Boundary Line and
Certain Areas in Harris County.
(1)
To be eligible for catastrophe property insurance, structures
located in designated catastrophe areas specified in paragraphs (2)(A) and
(B) of this subsection and constructed, repaired, or to which additions are
made on and after September 1, 1998, shall comply with the Building Code for
Windstorm Resistant Construction which is adopted by reference in subsection
(a) of this section and any applicable amendments adopted by reference to
be effective
August 1, 2000
[
(2)
(No change.)
(c)-(d)
(No change.)
This agency hereby certifies that the proposal has been reviewed
by legal counsel and found to be within the agency's legal authority to adopt.
Filed with the Office of
the Secretary of State, on April 10, 2000.
TRD-200002547
Lynda Nesenholtz
General Counsel and Chief Clerk
Texas Department of Insurance
Earliest possible date of adoption: May 21, 2000
For further information, please call: (512) 463-6327
Subchapter A. EXAMINATION AND FINANCIAL ANALYSIS
Subchapter E. TEXAS WINDSTORM INSURANCE ASSOCIATION
December 31, 1998
].
December 31, 1998
].
Chapter 7.
CORPORATE AND FINANCIAL REGULATION