7-1900-17665-1
STATE
OF
OFFICE
OF ADMINISTRATIVE HEARINGS
FOR
THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY
|
In the Matter of the
Proposed Amendments to Rules Governing the Adoption of the 2006 International
Residential Code, Minnesota Rules, Chapter 1309, and Repeal of Rule Parts
1309.0312, 1309.0315, 1309.1316, 1309.0322, 1309.0506, and 1309.0703, Subparts
1, 2, 4, 5, 6, 7, and 8. |
REPORT OF THE ADMINISTRATIVE LAW JUDGE |
A
hearing concerning the above rules was held by Administrative Law Judge Richard
C. Luis at 9:00 a.m. on January 26, 2007, in the Offices of the Department of
Labor and Industry,
That hearing and this Report are part
of a rulemaking process that must occur under the Minnesota Administrative
Procedure Act before an agency can adopt rules.[1] The legislature has designed that process to
ensure that state agencies—here, the Minnesota Department of Labor and Industry—have
met all the requirements that
Patricia Munkel-Olson, Assistant
Attorney General, 445 Minnesota Street, Suite 1400, St. Paul, Minnesota 55101-2131, appeared at the rule hearing on
behalf of the Minnesota Department of Labor and Industry (“the Department” or “DOLI”). The members of the Department’s hearing panel
were Stephen Hernick, Assistant Director, Donald J. Sivigny, Senior Code and
Rules Development Representative, and Richard Lockrem, Chair of the Advisory
Committee.
Approximately 40 people attended the hearing; 24 people signed the
hearing register. The hearing continued
until all interested persons, groups or associations had an opportunity to be
heard concerning the proposed amendments to these rules.
After the hearing ended, the Administrative Law Judge kept the
administrative record open for another twenty calendar days--that is, until February
15, 2007--to allow interested persons and the Board to submit written
comments. Following the initial comment
period,
NOTICE
The Department must make this Report available for review by anyone who
wishes to review it for at least five working days before the Department takes
any further action to adopt final rules or to modify or withdraw the proposed
rules. If the Department makes changes
in the rules other than those recommended in this report, it must submit the
rules, along with the complete hearing record, to the Chief Administrative Law
Judge for a review of those changes before it may adopt the rules in final
form.
Based upon all the testimony, exhibits, and written comments, the
Administrative Law Judge makes the following:
FINDINGS OF FACT
Nature of the Proposed Rules
1.
This rulemaking
proceeding involves a proposal by the Department to amend and add additional language to rule
provisions currently set forth in Minnesota Rules Chapter 1309 relating to the residential
building code. The amendments would adopt
the 2006 edition of the International Residential Code (“IRC”) with amendments.
2.
The Department
was assigned responsibility for the state building codes in 2005. The Department of Administration Reorganization
Order Number 193, dated April 4, 2005, provides: “The responsibilities of the
Department of Administration in relation to state building codes and standards
as set forth in Minnesota Statutes 16B.59 through 16B.76, 2004, were
transferred to the Department of Labor and Industry.”[3] The Department’s Building Codes Standards and
Licensing Division (Division) administers the building codes.[4]
3.
Advisory
Committees considered the IRC and provided advice to the Department. The IRC Committee, which consists of fourteen
members and six alternates, meets under the auspices of the Department’s
Building Codes Standards and Licensing Division.[5] The Committee members include representatives
from builders, building officials, the concrete masonry industry, lath and
plaster organizations, the League of Minnesota Cities and the previous
Committee chair.[6] The Committee met twenty-one times from
November 21, 2003, to November 29, 2005, to review the 2003 edition of the IRC
and proposed amendments to Minnesota Rule 1309.
A total of 138 proposals were submitted to the Committee or the Division.
The Department directed the IRC Committee to review the 2006 edition of the IRC
instead of the 2003 edition. The
Structural Advisory Committee, consisting of thirteen members and two
alternates, reviewed the IRC. The
Committee met eleven times between October 30, 2003, and April 18, 2006, to
review the 2003 and 2006 editions of the IRC.[7]
4.
A formal Request
for Comments on the proposed rules was published in the State Register on August
9, 2004, and again on March 27, 2006.[8] On December 6, 2006, the Department notified
all persons and associations on the Department rulemaking list of the proposed
amendments to rules governing the adoption of the IRC.[9] The Department also provided notice by mail
or e-mail to the Metropolitan Council; the League of Minnesota Cities; the
Builders Association of Minnesota; the Builders Association of the Twin Cities;
the Minnesota Masonry & Plaster Association; the American Council of
Engineering Companies of Minnesota; the American Society of Civil Engineers,
Minnesota Section; the International Masonry Institute; the Minnesota Concrete
Masonry Association; the Minnesota Concrete Foundation Association; and all
municipal code officials and others involved in code administration.[10] A Dual Notice was published in the State
Register on December 11, 2006. A draft
copy of the proposed rule changes was published on the Department’s website on
December 11, 2006.
Rulemaking Legal Standards
5.
Under Minn. Stat.
§ 14.14, subd. 2, and Minn. Rule part 1400.2100, one of the determinations
which must be made in a rulemaking proceeding is whether the agency has
established the need for and reasonableness of the proposed rule by an
affirmative presentation of facts. In
support of a rule, the agency may rely on legislative facts, namely general
facts concerning questions of law, policy and discretion, or the agency may
simply rely on interpretation of a statute, or stated policy preferences.[11] The Department prepared a Statement of Need
and Reasonableness ("SONAR") in support of the proposed rules. At the hearing, DOLI primarily relied upon
the SONAR as its affirmative presentation of need and reasonableness for the
proposed amendments. The SONAR was
supplemented by comments made by DOLI’s Panel and supporting witnesses during
the public hearing.
6.
Under
7.
The question of
whether a rule has been shown to be reasonable focuses on whether it has been
shown to have a rational basis, or whether it is arbitrary, based upon the
rulemaking record.[14] Arbitrary or unreasonable agency action is
action without consideration and in disregard of the facts and circumstances of
the case.[15] A rule is generally found to be reasonable if
it is rationally related to the end sought to be achieved by the governing
statute.[16] The Minnesota Supreme Court has further
defined an agency’s burden in adopting rules by requiring it to “explain on
what evidence it is relying and how the evidence connects rationally with the
agency’s choice of action to be taken.”[17]
8.
Reasonable minds
might be divided about the wisdom of a certain course of action. An agency is legally entitled to make choices
between possible approaches so long as its choice is rational.[18] It is not the role of the Administrative Law
Judge to determine which policy alternative presents the “best” approach, since
this would invade the policy-making discretion of the agency. The question is, rather, whether the choice
made by the agency is one that a rational person could have made.[19]
9.
In addition to
need and reasonableness, the Administrative Law Judge must also assess whether DOLI
complied with the rule adoption procedure,
whether the rule grants undue discretion, whether the Department
has statutory
authority to adopt the rule, whether the rule is unconstitutional or illegal,
whether the rule constitutes an undue delegation of authority to another
entity, or whether the proposed language is not a rule.[20]
10.
Because DOLI
suggested changes to Chapter 1309 of the proposed rules after original
publication of the rule language in the State Register, it is also necessary
for the Administrative Law Judge to determine if the new language is
substantially different from that which was originally proposed.[21] The standards to determine if the new
language is substantially different are found in Minn. Stat. § 14.05, subd.
2. The statute specifies that a modification
does not make a proposed rule substantially different if “the differences are
within the scope of the matter announced . . . in the notice of hearing and are
in character with the issues raised in that notice,” the differences “are a
logical outgrowth of the contents of the . . . notice of hearing and the
comments submitted in response to the notice,” and the notice of hearing
“provided fair warning that the outcome of that rulemaking proceeding could be
the rule in question.” In reaching a determination
regarding whether modifications are substantially different, the Administrative
Law Judge is to consider whether “persons who will be affected by the rule
should have understood that the rulemaking proceeding . . . could affect their
interests,” whether “the subject matter of the rule or issues determined by the
rule are different from the subject matter or issues contained in the . . .
notice of hearing,” and whether “the effects of the rule differ from the
effects of the proposed rule contained in the . . . notice of hearing.”[22]
Compliance with Procedural Rulemaking Requirements
11.
On August 9,
2005, and March 27, 2006, DOLI published Requests for Comments in the State
Register pertaining to the proposed rules.[23]
12.
The Department requested
that the Chief Administrative Law Judge permit DOLI to omit the text of the
proposed rule from publication of the Notice of Hearing in the State Register pursuant
to Minn. Stat. § 14.14, subd. 1a(b). The
Chief Administrative Law Judge approved the Department’s request on August 15,
2006.[24]
13.
On October 26,
2006, DOLI provided the Department of Finance with copies of the proposed rule,
the Revisor’s draft of the proposed rule, and the draft SONAR.[25] On November 13, 2006, the Department of
Finance notified the DOLI that the proposed changes would not impose a
significant cost on local governments.[26]
14.
The Department requested
the Office of Administrative Hearings to schedule a hearing for January 26,
2007 regarding the proposed rules and requested approval of the Additional
Notice Plan on November 17, 2006. The DOLI
filed the following documents with the Chief Administrative Law Judge at that
time: a copy of the Dual Notice of
Hearing proposed to be issued; a copy of the proposed rules as certified by the
Revisor of Statutes; and a draft of the SONAR.
15.
On November 22,
2006, the Department’s Dual Notice of Hearing and Additional Notice Plan were
approved by the Administrative Law Judge.[27]
16.
On December 6,
2006, the Department mailed a copy of the SONAR to the Legislative Reference
Library as required by law,[28] and
mailed copies of the Notice of Hearing, proposed rules, and SONAR to the chairs
and ranking minority members of the House Jobs and Economic Opportunity Policy
and Finance Committee, the House Commerce and Financial Institutions Committee,
the Senate Environment, Agriculture and Economic Development Budget Division
Committee, and the Senate Jobs, Energy & Community Development Committee. [29]
17.
On December 11,
2006, a copy of the proposed rules and the Notice of Hearing were published in
the State Register at 31 State Reg. 743.[30]
18.
During the
prehearing comment period (December 11, 2006, through January 10, 2007), approximately
200 persons filed letters opposing portions of the proposed rules and
requesting that a hearing be held on the proposed rules.[31]
19.
On the day of
the hearing, the Board placed the following documents into the record:
(a) the
Request for Comments as published in the State Register (Exhibit A);
(b) the
Proposed Rules as approved by the Revisor of Statutes (Ex. C);
(d) the SONAR (Ex. D);
(e) a copy
of the Department’s December 6, 2006,
letter mailing the SONAR to the Legislative Reference Library (Ex. E);
(f) The Dual Notice as
published in the State Register (Ex. F);
(g) the DOLI’s
Certificate of Mailing the Notice of Hearing to the Rulemaking Mailing List and
its Certificate of Accuracy of the Mailing List (Ex. G);
(h) the DOLI’s
Certificate of Giving Additional Notice pursuant to the Additional Notice Plan
(Ex. H);
(i) a copy
of the Department’s December 6, 2006, letter to the Chairs and Ranking Minority
Members of the Senate Environment, Agriculture and Economic Development Budget
Division Committee, the Senate Jobs, Energy & Community Development
Committee, the House Jobs and Economic Opportunity Policy and Finance
Committee, and the House Commerce and Financial Institutions Committee (Ex. K 2);
(j) a copy
of the Department’s October 26, 2006, letter to the Department of Finance and the Department of Finance response (Ex. K3);
and
(k) requests
for hearing and comments in opposition to the proposed rule (Ex. I).
20.
The
Administrative Law Judge concludes that the Board has met all of the procedural
requirements established by statute and rule.
Statutory Authority
21.
As statutory
authority for the proposed rules, the DOLI cites Minn. Stat. § 16B.59,
which states that the DOLI “shall administer and amend a state code of building
construction.” Minn. Stat. § 16B.61,
subd. 1, states that “[t]he commissioner shall by rule establish a code of
standards for construction, reconstruction, alteration, and repair of
buildings.” Minn. Stat. § 16B.63, subd 6 states that the commissioner shall
approve amendments to the code deemed “to be reasonable in conformity with the
policy and purpose of the code and justified under the particular
circumstances.” The Department of
Administration Reorganization Order No. 193, dated April 4, 2005, transferred
responsibilities related to the State Building Code to the Department of Labor
and Industry. The Administrative Law
Judge finds that these statutory provisions grant the Department general
authority to adopt the proposed rules.
Impact on Farming Operations
22.
Minn. Stat. §
14.111 imposes an additional notice requirement when rules are proposed that
affect farming operations. In essence,
the statute requires that an agency must provide a copy of any such proposed
rule change to the Commissioner of Agriculture at least thirty days prior to
publishing the proposed rule in the State Register.
23.
The proposed
rules do not impose restrictions or have a direct impact on fundamental aspects
of farming operations. The
Administrative Law Judge finds that the proposed rule change will not affect
farming operations in
Additional Notice Requirements
24.
Minn. Stat. §
14.131 requires that an agency include in its SONAR a description of its
efforts to provide additional notification to persons or classes of persons who
may be affected by the proposed rule or must explain why these efforts were not
made. The Department made significant
efforts to inform and involve interested and affected parties in this
rulemaking. The following individuals
and groups received notice of the proposed rule amendments from the Department: members of various committees of the DOLI; the
Metropolitan Council; the League of Minnesota Cities; the Builders’ Association
of Minnesota; the Builders’ Association of the Twin Cities; the Minnesota
Masonry & Plaster Association; the American Council of Engineering
Companies of Minnesota; the American Society of Civil Engineers, Minnesota
Section; the International Masonry Institute; the Minnesota Concrete Masonry
Association; the Minnesota Concrete Foundation Association; and all municipal
code officials and others involved in code administration.[32]
25.
The
Administrative Law Judge finds that the Board fulfilled its additional notice
requirement.
Statutory Requirements for the SONAR
Cost and Alternative Assessments in the
SONAR
26.
Minn. Stat. §
14.131 requires an agency adopting rules to include in its SONAR:
a. a
description of the classes of persons who probably will be affected by the
proposed rule, including classes that will bear the costs of the proposed rule
and classes that will benefit from the proposed rule;
b. the
probable costs to the agency and to any other agency of the implementation and
enforcement of the proposed rule and any anticipated effect on state revenues;
c. a
determination of whether there are less costly methods or less intrusive methods
for achieving the purpose of the proposed rule;
d. a
description of any alternative methods for achieving the purpose of the
proposed rule that were seriously considered by the agency and the reasons why
they were rejected in favor of the proposed rule;
e. the
probable costs of complying with the proposed rule, including the portion of
the total costs that will be borne by identifiable categories of affected
parties, such as separate classes of governmental units, businesses or
individuals;
f. the
probable costs or consequences of not adopting the proposed rule, including
those costs or consequences borne by identifiable categories of affected
parties, such as separate classes of governmental units, businesses or
individuals; and
g. an
assessment of any differences between the proposed rule and existing federal
regulations and a specific analysis of the need for and reasonableness of each
difference.
27.
With respect to
the first requirement, the Department indicated in the SONAR that those who
will primarily be affected by the proposed rule changes are residential
contractors and builders, designers, certified building officials, building
materials components manufacturers, and homeowners.[33]
28.
With respect to
the second requirement, the Department estimated that there would be no cost to
the Department or any other agency associated with the implementation and
enforcement of the proposed rules. The Department does not foresee that the
proposed rules would have any likely impact on any other state agencies or the
State’s general fund.[34]
29.
With respect to
the third requirement, the DOLI stated in the SONAR that it is not aware of
less costly or less intrusive methods for achieving the purpose of the proposed
rules.[35]
30.
With respect to
the fourth requirement, the Department indicated that it did not seriously
consider any substantial alternative methods for achieving the purposes of the
proposed rules because the statute directs the Department to conform the code
with the model codes generally used throughout the United States, insofar as practicable.[36]
31.
With respect to
the fifth requirement, the DOLI observed that the proposed rule only affects
new construction or remodeling; it does not require any changes to existing
buildings. The Department stated that the
probable costs of complying with the proposed rules are indistinguishable from
the rules it is replacing. The
Department identified three areas that could result in additional costs that
would likely be passed onto homeowners.
First, proposed rule 1309.0301 would require sprinklers in two-family
dwellings and town homes with more than 9,250 square feet of aggregate
space. The square footage threshold was
determined after consultation with a
32.
With respect to
the sixth requirement, the DOLI indicated in the SONAR that the probable costs
associated with failure to adopt the proposed rules would be indistinguishable
from the costs of not adopting the proposed rules.[38]
33.
With respect to
the seventh requirement of Minn. Stat. § 14.131, the DOLI indicated in the
SONAR that there is no conflict between the proposed rules and federal
regulations because there are no existing federal regulations relating to
subjects encompassed in the proposed rules.[39]
Performance-Based Regulation
34.
Minn. Stat. §
14.131 also requires that an agency include in its SONAR a description of how
it “considered and implemented the legislative policy supporting
performance-based regulatory systems set forth in section 14.002.” Section 14.002 states, in relevant part, that
“whenever feasible, state agencies must develop rules and regulatory programs
that emphasize superior achievement in meeting the agency’s regulatory
objectives and maximum flexibility for the regulated party and the agency in
meeting those goals.” The Department is
directed by statute to adopt a code that conforms “insofar as practicable to
model building codes generally accepted and in use throughout the
35.
The
Administrative Law Judge concludes that the DOLI has satisfied the requirements
of Minn. Stat. § 14.131 for assessing the impact of the proposed rules.
Cost to Small Businesses and Cities under
36.
Effective July
1, 2005, under Minn. Stat. § 14.127, agencies must “determine if the cost of
complying with a proposed rule in the first year after the rules takes effect
will exceed $25,000 for: (1) any one
business that has less than 50 full-time employees; or (2) any one statutory or
home rule charter city that has less than ten full-time employees.”[41] Although this determination is not required
to be included in the SONAR, the statute states that the agency “must make [this]
determination . . . before the close of the hearing record” and the
Administrative Law Judge must review the determination and approve or
disapprove it.[42]
37.
The Department
determined that the costs for small businesses or small cities associated with
the proposed rules will not exceed $25,000 in the first year after the rule
takes effect.[43]
38.
Administrative
Law Judge approves the finding that the costs of complying with the proposed
rule changes will not exceed $25,000 for any small city or business in the
first year after the rules take effect.
Analysis of the Proposed Rules
39.
This Report is
limited to discussion of the portions of the proposed rules that received
critical comment or otherwise need to be examined, and it will not discuss each
comment or rule part. Persons or groups
who do not find their particular comments referenced in this Report should know
that each and every suggestion, including those made prior to the hearing, has
been carefully read and considered.
Moreover, because some sections of the proposed rules were not opposed
and were adequately supported by the SONAR, a detailed discussion of each
section of the proposed rules is unnecessary.
40.
The
Administrative Law Judge finds that the Department has demonstrated, by an
affirmative presentation of facts, the need for and reasonableness of all rule
provisions not specifically discussed in this Report. The Administrative Law Judge also finds that
all provisions not specifically discussed are authorized by statute and there
are no other problems that would prevent the adoption of the rules.
41.
During the
prehearing and post-hearing comment periods, and during the hearing itself,
numerous comments were made both in support of and in opposition to the Department’s
proposed rules. Based on these comments,
it is evident that there are twenty principal areas of controversy. They are described below.
1309.202 R202, Connectors and Fasteners
42.
The Division
proposed to amend the 2006 IRC definitions section, R202, to add definitions
for a number of terms used in the residential code to make sure they were
“clearly” understood.[44]
Among the proposed defined terms are “fastener” and “connector.”[45] The Division notes that the terms “connector”
and “fastener” are commonly misunderstood.[46] The IRC/IBC Structural Review Committee, an
advisory committee to the IRC, has worked on the definition of these terms.[47]
43.
The proposed
rule defines a “connector” as a “device for fastening together two or more
pieces, members, or parts, including anchors, fasteners, and wall ties.”[48] The proposed ruled defines a “fastener” as a
“device for holding together two or more pieces, parts or members.” [49]
44.
Rex Swanson,
Acorn Lumber Company, and Bill Theobald, Boise Engineering, in separate emails
to the Division, supported the proposed definitions of “fastener” and
“connector.”[50] Both Mr. Swanson and Mr. Theobald expressed
concern that other commentators were attempting to narrowly define “connector”
to mean a manufactured mechanical contrivance designed to transfer load from
one structural member to another and that this narrow definition was not
consistent with the IRC.[51] Both observed that trying to draw a
distinction between the terms would muddy other provisions of the IRC.[52]
45.
In a post-hearing
comment, Rick Davidson, Municipal Building Officer, City of
46.
Responding to
the comments, the Department stated that it intended that the terms connector
and fastener are to be used interchangeably throughout the Code.[56]
Frequently
there is a common misconception that the term fastener refers only to nails,
screws and staples, and that the term connector refers only to pre-engineered
metal connectors. This misconception has
led to confusion, inconsistent use, and inconsistent enforcement. The Division intends to clear up this
misconception by amending the model code with definitions to make clear that
the two terms are used interchangeably.
As such, the Division has determined that the proposed definitions for
the terms connector and fastener will not be modified.[57]
47.
The Division
intends that the terms fastener and connector would be used
interchangeably. The proposed definitions
are similar but not identical. The
definition of connector uniquely refers to “anchor” and “wall ties.”[58] As Mr. Davidson notes, sections of the
proposed code draw distinctions between a fastener and a connector.[59] Because the terms are defined and used
somewhat differently, they are not truly interchangeable. The ALJ does not, however, find that the
proposed rule is defective. The
suggestion that the terms are interchangeable may be not be completely
accurate, but this statement is in a letter from the Division and not in the
proposed final rule. If the Department
wants to add language modifying the definitions when it adopts a final rule,
the new language will be reviewed to determine if it constitutes a substantial
change.
48.
The Division
considered the final comments and determined to retain the proposed rule as
described in Finding 43.[60]
49.
The proposed
amendments to the definitions in R202 are found to be needed and reasonable. If the Division amends the definitions to be
different from those described in Finding 43 it will have to submit the
language for a substantial change review by the Office of Administrative
Hearings.
1309.0301 R301.1.4, Design Criteria
50.
The proposed
rule amends section R301, adding a section that would require all IRC-2 and
IRC-3 buildings to have an automatic sprinkler system unless the building has
9,250 square feet or less of floor area.[61]
51.
The Builders
Association of Minnesota (BAM) objected to the rule as proposed by the
Department.[62] BAM initially asked the Department to omit
the square footage of attached garages from the calculation used to determine the
threshold size that triggered the requirement for installation of fire
suppression.[63]
52.
The Division
proposed changing the code provision related to residential fire sprinklers
because individual municipal building code requirements had made it increasingly
difficult for builders to understand the residential sprinkler requirements. Currently, building codes set a threshold for
fire suppression systems for all municipalities that have adopted the
code. Municipalities have the option of
adopting/enforcing Minn. R. Chapter 1306, including fire sprinkler
requirements. The Department concluded
that the builders have found it more difficult to know if the code requirements
apply.[64]
53.
The Division met
with fire service personnel and BAM to discuss the issue. The Department believed that the parties
ultimately agree that an appropriate minimum threshold would be 9,250 gross
square feet (GSF), including basements and garages.[65] This agreement is reflected in the proposed
rule.[66] Nyle Zikmund, Fire Chief for
54.
Pam Perri Weaver
of BAM requested that the Department provide additional cost analysis regarding
the installation of a dry head sprinkler beyond that provided in the SONAR.[70] The proposed rule would require attached
garages in a townhouse configuration to have a dry head sprinkler.[71] A dry head would cost about $20 per unit. A preaction dry head costs about $70 to $100. Installation costs less than $300 per unit.[72] The Division estimates that the cost for
installation of a fire suppression system within a structure is between $2.00
and $3.00 per GSF and that much of the cost will be borne by the homeowner but
will likely be offset by a reduction in insurance premiums.[73]
55.
The proposed
rule requires all IRC -1, IRC-2, and IRC-3 buildings containing state licensed facilities
to have fire suppression systems, when the requirement is “more specific” than
applicable facility licensing provisions.[74] Many state licensing statutes and rules have
specific requirements about fire suppression systems.
56.
At the hearing,
the ALJ suggested that the Division reconsider the phrase “whichever is more
specific” to “whichever is more restrictive.”[75]
57.
The Division
accepted the ALJ’s suggestion.[76]
58.
The proposed
amendments to the rule pertaining to stated licensed facilities, as modified in
the fashion noted in the preceding paragraphs, have been shown to be needed and
reasonable. The modification does not
result in a rule that is substantially different from the rule as originally
proposed.
59.
The Department
has demonstrated that the proposed rules pertaining to fire suppression are
necessary and reasonable.
Table R301.5, Live Loads.
60.
The 2006 IRC
establishes the minimum uniformly distributed live loads for various portions
of a residential design.[77] This table includes live loads in attics.
61.
Bob Mochinski,
Littfin Lumber, representing the Minnesota Truss Manufacturers Association, asked
the Division to modify Table R301.5, footnote g, to address the “lack of need
to put this load on house trusses or trusses that are insulated.”[78] This change was proposed at the national level
at the Orlando ICC Code Development Hearing held on September 2006.[79]
62.
The Department agrees
that Table R301.5, footnote g, should be modified. The revised footnote g reads:
For
attics with limited storage and constructed with trusses, this live load need
be applied only to those portions of the bottom chord where there are two or
more adjacent trusses with the same web configuration capable of containing a
rectangle 42 inches high or greater by 2 feet wide or greater, located within the
plane of the truss. The rectangle shall
fit between the top of the bottom chord and the bottom of any truss member,
provided that each of the following criteria is met:
1. The attic area is accessible by a pull-down stairway
or framed opening in accordance with Section R807.1; and
2. The truss has a bottom chord pitch less than 2:12.
3. Required insulation depth is less than the bottom
chord member depth
The
bottom chords of trusses meeting the above criteria for limited storage shall
be designed for the greater of the actual imposed dead load or 10 psf,
uniformly distributed over the entire span.
63.
The proposed
amendments to Table R301.5, as modified in the fashion noted in the preceding
paragraphs, have been shown to be needed and reasonable. The modifications do not result in a rule
that is substantially different from the rule as originally proposed.
1309.0310 R310.1.5, Replacement Windows
64.
The proposed
rule exempts replacement windows from the requirements of Section R310.1 when
the replacement window meets certain exceptions. The proposed rule provided
that a replacement window should not reduce the existing height and width
opening by more than 2 inches (51 mm) in either dimension.[80] The IRC Advisory Committee recommended that
the proposed rule be changed from two inches to five inches.[81]
65.
The Division
believes that the Advisory Committee was concerned that the two inch reduction
standard eliminated a number of window manufacturers.[82]
66.
Rick Davidson,
City of
67.
BAM requested
that the Department modify the rule. BAM
argued that only a few window brands complied with the two inch requirement and
questioned whether life and safety egress should be directed at exits that
would not involve breaking a window.[84]
68.
After reviewing
the comments, the Division agreed that the proposed rule should be
modified. The L-5 amendment changed
R310.1.5 to read:
R310.1.5
Replacement windows. Replacement windows installed in buildings meeting the
scope of the International Residential Code shall be exempt from the requirements
of Sections R310.1, R310.1.1, R310.1 2, and R310.1.3 if the replacement window
meets the following conditions:
1.
The window is replaced with the largest window possible of the same style.
2.
The rooms or areas are not used for any
3.
The window is not required to be replaced pursuant to a locally adopted housing
or rental licensing code.[85]
69.
Michael Fischer,
Window and Door Manufacturers Association, testified that while he was generally
supportive, he was concerned about the enforceability of the word “possible.”[86] At
the hearing, BAM’s representative supported the L-5 language.[87]
70.
The Department
reviewed the language in L-5 after the hearing and agreed that it should be
modified. Proposed R310.1.5, as amended
after the hearing, reads:
R310.1.5
Replacement windows. Replacement windows installed in buildings meeting the
scope of the International Residential Code shall be exempt from the
requirements of Sections R310.1, R310.1.1, R310.1 2, and R310.1.3 if the
replacement window meets the following conditions:
1.
The replacement window is the manufacturer’s largest standard size window that
will fit within the existing window frame or existing rough opening. The replacement window shall be permitted to
be of the same operating style as the existing window or a style that provides
for a greater window opening area than the existing window.
2.
The rooms or areas are not used for any
3.
The window is not required to be replaced pursuant to a locally adopted rental
housing or rental licensing code.[88]
71.
The Department
believes that the modified language, while in keeping with the intent of the
proposed rule, eliminates potential enforcement conflicts and interpretations.[89] BAM supports the amended language.[90]
72.
The proposed
amendments to R310.1.5, as described in Finding No. 70, have been shown to be
needed and reasonable. The modifications
do not result in a rule that is substantially different from the rule as
originally proposed.
1309.0311 R311.4.3.1 and R311.4.3.2 Means of Egress
73.
The proposed
rule governs floors and landings on each side of an exterior door.[91]
74.
As proposed, R311.4.3.1 read in part: “(t)he exterior landing
may be up to 7-3/4 inches (196 mm) below the top of the threshold…”[92] R311.4.3.2 also used the word “may.”[93]
75.
At the hearing
the ALJ suggested that the words “may be” should be replaced with the words
“shall be.”[94]
76.
The Department
agreed to modify the rules to read “shall be.”[95]
77.
The proposed
amendments to R311.4.3.1 and R R311.4.3.2, modified as described in the prior
Findings, have been shown to be needed and reasonable. The modifications do not result in rules that
are substantially different from the rule as originally proposed.
R311.4.3.2 Landings
78.
R311.4.3.2 requires
landings at the thresholds of exterior doors.
79.
During the
notice period Mark Mikkelson, Andersen Windows and Doors, and James Krahn,
Marvin Windows & Doors, asked the Division to modify the proposed rule to
make clear that a floor or a landing would be acceptable at an exterior door.[96]
80.
The Department
agreed to these suggestions. At the
hearing the Department offered revised language in Exhibit L-1 which reads as
follows:
1.
Landings or floors shall be permitted to be no greater than 7 3/4 inches, (196
mm) below the top of the threshold, provided the door, other than an exterior
storm or screen door, does not swing over the exterior landing.
2.
Landings in this subsection are not required for the exterior side of a door
when a stairway that is less than 30 inches (762 mm) in height is located on
the exterior side of the door. The stairway height shall be measured vertically
from the interior floor surface to the finished grade.
3.
An exterior landing is not required at a doorway when only a storm or screen
door is installed which does not swing over the exterior landing.
81.
Michael Fischer,
Window and Door Manufacturers Association, (WDMA) supported the L-1 language,
but observed that there is additional work
being done on this issue at the International Code Council.[97] Mark Mikkelson, Anderson Windows and Doors,
supported the L-1 language.[98]
82.
The proposed
amendments to R311.4.3.2, modified as described in the prior Findings, have
been shown to be needed and reasonable.
The modifications do not result in rules that are substantially
different from the rule as originally proposed.
1309.0313 R313.1, Smoke Alarms, Alterations
83.
The 2006 IRC
requires the installation of smoke alarms when there is a qualifying
alteration, repair or addition to the structure.[99] R 313.2.1 generally requires interconnected,
hard-wired smoke alarms if the alteration did not expose the structure, unless
there was access for wiring through an attic, basement or crawl space or the
work involved the exterior of the house.
84.
The Division
received comments from Dave Schnerbel, John Mennenga, Douglas Whitney, Leya
Drabczak, Shelley Chapin, Jeff Wheller, Jim Butler, Julie Hultman, Dale
Schoeppner, Kathy Osmonson, Scott Dornfield, Tim Krik, Tama Theis, Jeff
Wheeler, Jim Butler, Dale Schoeppner, and Darren Tinklenberg requesting
revision to Exceptions 2 and 3.[100]
85.
The Division
reviewed the comments and agreed to alter the rule. The modified language was presented at the
hearing as Exhibit L-3.[101] As amendment by L-3, the proposed rule reads:
1309.0313.2A
SECTION R313, SMOKE ALARMS.
R313.2.1
Alterations, repairs or additions. When alterations, repairs or additions
requiring a permit occur, or when one or more sleeping rooms are added or created
in existing dwellings, the individual dwelling unit shall be equipped with
smoke alarms located as required for new dwellings, and the smoke alarms shall be
interconnected and hardwired.
Exceptions:
1.
Interconnection and hard-wiring of smoke alarms in existing areas shall not be
required to be hardwired where the alterations or repairs do not result in the
removal of interior wall or ceiling finishes exposing the structure.
2.
Work on the exterior surfaces of dwellings, such as the replacement of roofing
or siding are exempt from the requirements of this section.
3.
Permits involving alterations or repairs to plumbing, electrical, and
mechanical[102]
are exempt from the requirements of this section.[103]
86.
At the hearing, Rick
Davidson objected to the rule and requested further modification. He noted that state law required a smoke
detector in every dwelling unit.[104]
87.
The Department
declined to withdraw the proposed rule, as modified. It noted that the State Fire Code
requirements apply to all dwellings whether or not any repair work is done on
the home.[105]
88.
The proposed amendments to R313.2.1, modified
as described in the prior Findings, have been shown to be needed and
reasonable. The modifications do not
result in rules that are substantially different from the rule as originally
proposed.
1309.0317, R317.1, Item R317.1 Dwelling Unit
Separations
89.
R317.1 establishes
rules for separation of walls and floor assemblies between two-family dwellings
in certain situations.[106]
90.
BAM objected to
the proposed R317.1 as too complicated and confusing.[107] The Department met with BAM representatives
prior to the hearing and agreed to modify the rule.[108] The principal point at issue was separation
through enclosed soffit and overhangs and the application of the rule to a
side-by-side duplex. A sentence to this
effect was added to R317.1
91.
At the hearing,
the Department offered Exhibit L-8, which is an amendment to R317.1. It reads:
R317.1
Two-family dwellings. Dwelling units in two-family dwellings shall be separated
from each other by wall and/or floor assemblies having not less than 1-hour
fire-resistance rating when tested in accordance with ASTM E 119.
Fire-resistance rated floor-ceiling and wall assemblies shall extend to and be
tight against the exterior wall, and wall assemblies shall extend to the
underside of the roof sheathing. Separation shall extend through enclosed
soffits, overhangs and similar projections.
92.
In post-hearing
comments, Mr. Davidson noted that another section of the IRC, Section R602.8,
item six, governs fire blocking of the cornices of a two-family dwelling at the
line of the dwelling separation and that R602.8 adequately address the concerns
about R317.1.[109]
93.
After reviewing
the comment the Division agreed and deleted the sentence. R317.1 was modified to read:
R317.1
Two-family dwellings. Dwelling units in two-family dwellings shall be separated
from each other by wall and/or floor assemblies having not less than 1-hour
fire-resistance rating when tested in accordance with ASTM E 119.
Fire-resistance rated floor-ceiling and wall assemblies shall extend to and be
tight against the exterior wall, and wall assemblies shall extend to the
underside of the roof sheathing.
94.
The proposed
amendments to R317.1, modified as described in the prior Findings, have been
shown to be needed and reasonable. The
modifications do not result in rules that are substantially different from the
rule as originally proposed.
1309.0318, R318 Moisture Vapor Retarder
95.
R318 requires that
the thermal envelope of a building have a vapor retarder to control moisture.[110]
96.
At the hearing,
the Department proposed the language found in Exhibit L-7.[111]
97.
Karen Linner
expressed concern that R318 would conflict with the Energy Code.[112]
98.
After the
hearing, the Division considered comments it had received and decided to
withdraw the L-7 language.[113] Instead the Department will modify R318 to
read:
R318.1
Vapor retarders. In all above grade framed walls, floors, and roof/ceilings
comprising elements of the building thermal envelope, a vapor retarder shall be
installed on the warm side of the insulation.
Vapor retarders installed under a concrete floor slab shall comply with
section R506.2.3.
Exception:
In construction where moisture or freezing will not damage the materials.[114]
99.
The proposed
amendments to R318.1, modified as described in the prior Findings, have been
shown to be needed and reasonable. The
modification does not result in rules that are substantially different from the
rule as originally proposed.
1309.0403, R403, Frost Footings
100. R403.1.3.1 requires footings to be protected from
frost. The rule provides an exception
for qualified freestanding accessory structures less than 600 or 400 square
feet.
101. BAM requested that the threshold trigger in the
exceptions be increased to 1,000 square feet.[115]
102. At the hearing the Department offered Exhibit L-2, a proposed
amendment to a different rule, 1303.1600, subp. 2. It reads:
Exception:
Slab on grade construction may be placed on any soil except peat or muck for
detached one-story private garage, carport, and shed buildings not larger than
3,000 square feet.
103. At the hearing Karen Linner of BAM supported the
amendment of 1303.1600, subp. 2, but also wanted reference to the exception in
Chapter 1309.[116]
104. After the hearing, the Division determined that it
would modify R403.1.4.1. to address BAM’s concerns as follows:
R403.1.4.1 Frost Protection.
Except where otherwise protected from frost, foundation walls, piers and
other permanent supports of buildings and structure shall be protected from
frost by one or more of the following methods:
1. Extended below the frost line specified in Table
R301.2.(1);
2. Constructing in accordance with Section 4403.3;
3. Constructing in accordance with ASCE 32;
4. Erected in solid rock; or
5. Constructing in accordance with chapter 1303.
Exception: Decks not supported by a dwelling need not
be provided with footings that extend below the frost line.[117]
105. BAM supports the Department’s amended language.[118]
106. The proposed amendments to R403.2.4.2, modified as
described in the prior Findings, have been shown to be needed and
reasonable. The modification does not
result in rules that are substantially different from the rule as originally
proposed.
1309.0404, R404 Foundation and Retaining Walls
107. Section R404.1 of the 2006 IRC establishes standards
for concrete and masonry foundation walls.[119] Some of these standards are set forth in
tables included in Section R404.1.
108. The Division proposed modifying the IRC provision by
renumbering the two subparts, deleting the remaining subparts and adding replacement
tables.[120] Proposed Table R404.1 (2) would amend IRC
Table R404.1 (2).[121]
109. A number of individuals noted objections to R404 and the
requirements of proposed Table R 404.1(2) in their requests for hearing. These included Steve Kloss, Design Supervisor,
Automated Building Components, Inc.; James Scheible, Branch Manager, Automated
Building Components, Inc.; William Theobald, Boise Wood Products; Paul Majka,
Building Resource Services, Inc.; Dan Thomas, Construction Services Manager,
Centex Homes; Steven Behnke, Donnay Homes; Al Emmerich, President, Emmerich
Wood; Jon Peterson, Vice President, Hans Hagen Homes; Dean Hanson, President,
Hanson Builders; Cary Becker, Kootenia Homes, Inc.; Gary Laurent, President,
Laurent Builders, Inc.; Bob Mochinski, Technical Services/Marketing Manager,
Littfin; Tim Liester, Lyman Lumber Company; John Waldron, Lyman Lumber Company;
Woody Miller, Marshall Truss Systems, Inc.; Meg Dehn, Mega Homes, Inc.; Robert
Moser, Moser Homes, Inc.; Christopher Lange, Northland Truss Systems, Inc.;
Chris Thompson, Homes of Distinction; Michael Swanson, Rottlund Homes; Mike
Peterman, Scherer Bros. Truss Division; Bill Schnettler, Schnettler-Benning;
Curt Swanson, President, Swanson Homes; Robert Day, President, Taylor Made
Homes, Inc.; Ken Moore, General Manager, United Structural Components; Kirk
Grundahl, Executive Director, WTCA; and Richard Kot, President, R.A. Kot Homes,
Inc.[122]
110. BAM asked the Department to amend R404.1, item 4, to
permit blocking “by an approved alternate method.”[123] The ALJ questioned whether this language
created no standard and would not be a rule.[124]
111. At the hearing, William Theobald expressed concern
that the proposed replacement Table R404.1 (2) would be confusing because the
table required a maximum unbalanced backfill height of 7 feet 4 inches. Users of the table would need to go to
another table, R404.1 (1), for additional information. Table R404.1 (1) only has values in
increments of whole feet; there is no value for 7 feet four inches.[125] Mr. Theobald was of the opinion that this
could lead the user to believe that they would have to move up a connection
level within Table 404.1(1), which would require a Type C connector, which
could imply a ¼ inch steel angle that would add significant cost to the house.[126] He noted that the prescriptive provisions in
this section of IRC 2006 had been challenged in many states by a number of
organizations, including the National Home Builders Association, the Concrete
Masonry Association, and the Portland Cement Association.[127] Mr. Theobald asserted that the proposed rule
would increase the foundation cost of an 1,800 square foot ranch house by
approximately $7,500.[128] He observed that increasing the cost of home
construction would prevent some people from purchasing a home.[129] Mr. Theobald also asked that the proposed
rule omit prescriptive requirements for the lateral support at the top of a
foundation wall, citing the experience in other states.[130]
112. Steve Brekke, Engineering Operations Manager, USP
Structural Connectors, in an email to the Division, asserted that connectors
cost $1 to $3 each and that the total cost associated with the proposed rule
for a twenty-six foot long basement would be approximately $172.00.[131]
113. Bill Rouleau, Structural Wood Corporation, observed
that the vast majority of rim board sold in Minnesota is 1 1/8” APA Rated Rim
Board and that in order to achieve the required load values for this type of
rim board a starter joist lateral blocking is required 24” on center or the rim
board must be doubled.[132] He noted that current practice is lateral
blocking in the first 2 joist spaces at the anchor bolt locations or about
every six feet.[133] Mr. Rouleau said it would be difficult to
estimate probable cost but in his opinion, a residence using 30-foot length
joists with blocking placed 24 inches apart would cost approximately $110 for
material and labor.[134]
114. The Division responded to these comments that it did
not believe there was a conflict between the requirements of Table R404.1 (1)
and the requirements of the modified Table R404.1 (2) because the two tables
address different connections.[135] The Division noted that proposed Table
R404.1(2) was initiated by Craig Oswell, Ulteig Engineers, a firm that
specializes in residential structures, that had been using the values in proposed
Table R404.1(2) in the design of basement walls.[136] The Division is of the opinion that proposed
Table 404.1(2) will result in lower construction costs than the unamended 2006
IRC version and will result in more
uniform enforcement and would be easier to understand and apply.[137]
115. Craig Oswell, a structural engineer, supports the
language as proposed by the Department.
He noted that the advisory committee discussed R404.1 in detail and that
the amended language was consistent with current practice and follows accepted
engineering logic.[138]
116. The Division noted that the prescriptive requirements
regarding lateral support at the top and bottom of foundation walls will enable
builders to design the connections without the use of professional engineers.[139] It observed that the construction of
foundation walls has changed over time.
“Historically, basement walls have been thicker, shorter, and have had
less backfill against them than the basements that are currently being
built. The increase in height and the
amount of backfill makes the connection at the top of the wall more critical
than it has been in the past.”[140] The Division provided photos of a foundation
collapse in a ten-year old house. Finally,
the Division disagreed with Mr. Theobald’s cost estimates. The Division believes the costs associated
with the proposed rule are not as significant as Mr. Theobald believes.[141] The Division estimates that the total
estimated cost for blocking, sill connection, and additional anchor bolts for a
26 foot by 26 foot basement would be $534.[142]
117. Linda Brekke, Vice President, Council of American
Structural Engineers/Minnesota, still has strong reservations about the
assumptions used to create amended Table R404.1 (2).[143]
118. After reviewing the comments the Department elected
to retain R404.1 as amended.
119. The proposed amendments to R404.1, modified as
described in the prior Findings, including proposed Table R404.1(2), have been
shown to be needed and reasonable. The
modifications do not result in rules that are substantially different from the
rule as originally proposed.
1309.506, R506 Concrete Floors (on Ground)
120. The Division proposed the repeal of Part 1309.0506
because the 2006 IRC language, Section R506 was adequate.[144] R506.2.3 requires that a vapor retarder be installed
under a concrete floor slab. R 506.2.3
requires either a 6 mil polyethylene sheet or an approved vapor retarder as
required by Section R202.[145]
121. BAM requested that R506 be modified to permit use of
rigid foam board insulation of at least R-5 as a vapor retarder under a slab.[146] Ms. Linner suggested that the use of foam
board was supported by research by Dr. Louise Goldberg.[147]
122. Following the hearing,
123. The Division declined to modify R506.2.3 as requested
by BAM.[149]
124. The ALJ finds that the Department has demonstrated
that the 2006 IRC provisions, concerning a vapor barrier under a concrete slab
without an amendment for the use of foam board, are needed and reasonable.
1309.0602, R602 Wood Wall Framing
125. R602 establishes requirements for wood wall framing.
126. During the comment period, Jay Crandell, representing
the Foam Sheathing Coalition, asked the Division to consider modifying sections
of R602.[150]
He noted that the changes he was
suggesting were currently being considered for adoption in
127. The Division declined to modify R602, noting that the
issues raised by Mr. Crandell were being studied by the ICC at the national
level and that the Division would consider the issue after the ICC completed
its work.[152]
128. The ALJ finds that the Department’s adoption of 2006
IRC Section R602 without amendment is needed and reasonable.
1309.0613, R613, Exterior Windows and Glass Doors
129. R613 prescribes performance and construction
requirements for exterior window systems installed in a wall.[153]
130. Mark Mikkelson, Manager, Code Regulatory & Technical
Marketing, Andersen Windows Corp., recommended deleting 2006 IRC Section 613.2,
pertaining to window sills and replacing it with language that would require
installation of window guards.[154] At the hearing, Karen Linner, BAM, suggested
modifying Section 613.1 except for the first sentence.[155] Michael Fischer, WDMA, objected to the
windowsill requirements in the 2006 IRC version of R613.2.[156]
131. After the hearing, the Division met with the WDMA and
BAM to discuss R613.[157] As a result of the meeting, the Division
decided to amend 1309.0613 Section R613 to read:
R613.1
General. This section prescribes
performance and construction requirements for exterior window systems installed
in wall systems. Windows and doors shall
be installed in accordance with the manufacturer’s installation instructions. Installation instructions shall be provided
by the manufacturer for each exterior window or door type.[158]
132. After further consultation with WDMA, the Department
has decided to delete Section R613.1 of the 2006 IRC.[159] The Department acknowledges that several
states had deleted this code provision and the Minnesota Legislature is
considering requiring “safety screen” material on windows.[160] The Department now proposes to delete R613.1
in its entirety.[161]
133. The ALJ finds that the Department’s deletion of R613.1
is needed and reasonable. The modifications do not result in rules that are
substantially different from the rule as originally proposed.
1309.0703, Table R703.4
134. Lawrence Grubb submitted a post-hearing comment
referring to ¼ inch thick plywood panel siding.
135. The Division notes that Table R703.4 refers to a minimum
3/8 inch plywood siding. The Division
elected not to amend Table R703.4.[162]
136. The ALJ finds the Department has demonstrated the
need and reasonableness of Table R703.4 without further amendment.
1309.0703, R703.6.3 Exterior Covering
137. Exterior walls have to be weather-resistant. Water can damage many of the materials used
in constructing an exterior wall. It can
cause wood sheathing to rot and can cause mold and mildew to grow in the wall
assembly. In order to prevent this
problem, the IRC requires installation of a water-resistant exterior wall
envelope for most types of exterior wall construction.[163]
138. The water-resistive barrier must address two
problems; the wall needs to resist exterior liquid water from penetrating to
the wood surfaces, but the wall must also permit interior water vapor to flow
through the wall to the exterior.[164]
139. Generally, the IRC requires exterior walls to contain
a water-resistant barrier behind the exterior veneer.[165] The specifications for the water-resistive
barrier are found in Section 703.2.
Water-resistive
barrier. One layer of No. 15 asphalt
felt, free from holes and breaks, complying with ASTM D 226 for Type I felt or
other approved water-resistive barrier shall be applied over studs or sheathing
of all exterior walls.[166]
140. The IRC has special provisions for various kinds for
wall coverings.[167] One of the special provisions concerns walls
covered with exterior plaster, including stucco.[168] The IRC modified the water resistive barrier
requirements for exterior plaster walls:
R703.6.3 Water-resistive barriers shall be installed
as required in Section R703.2 and, where applied over wood-based sheathing,
shall include a water-resistive vapor-permeable barrier with a performance at
least equivalent to two layers of Grade D paper.[169]
Exception:
Where the water-resistive barrier that is applied over wood-based sheathing has
a water resistance equal to or greater than that of 60 minute Grade D paper and
is separated from the stucco by an intervening, substantially
nonwater-absorbing layer or designed drainage space.[170]
141. The 2006 IRC does not define “Grade D paper.”[171] The term “Grade D” comes from an old FHA/HUD
Standard Specification UU-B-790a, which is no longer easily accessible.[172] The Division believes that Grade D papers are
made with asphalt, but with a smaller amount of asphalt than other more water
resistant papers.[173] On the other hand,
142. R703.6.3 does not mandate the use of Grade D
paper. Instead the code requires the
installation of a water-resistive barrier “at least equivalent to two layers of
Grade D paper.” Grade D paper has a “minute
rating” based on the time the paper can be placed in direct contact with water
before it soaks through.[175] Grade D paper comes in 10, 15, 30 and 60
minute ratings.[176] IRC R703.6.3 does not specify the minute
rating of Grade D paper in non-exception applications.[177]
143. The Department did not initially propose to revise
IRC R703.6.3.[178]
The Department received numerous
comments opposing the adoption of IRC R703.6.3.
Many of the comments objected that the proposed rule was too restrictive
and discriminated against alternative products, specifically #15 asphalt felt.[179] They argued that in many cases #15 was
superior to Grade D paper. The comments
suggested modifying the R703.6.3 to expressly permit two layers of No. 15
asphalt felt. Dr. Goldberg asserted that
R703.6.3 was not supported by the available technical data.[180]
144. The Division held a meeting on January 10, 2007, that
was attended by approximately 15 individuals, including Dr. Goldberg,
representatives of the Minnesota Lath & Plaster Bureau and a number of
professional engineers.[181] The group discussed R703.6.3 and asked Dr.
Goldberg to draft proposed language. Dr.
Goldberg drafted the L-4 text, which was considered and accepted by the
Division.[182] The text of L-4 was presented as an exhibit
at the hearing.[183]
145. At the hearing, the Department offered Exhibit L-4,
which changed R703.6.3 to read:
R703.3.6.3 Water-resistive barriers. Water-resistive barriers shall be installed
as required in Section R703.2 and, where applied over wood-based sheathing,
shall include two layers of a water-resistive vapor-permeable barrier. Each layer shall meet both of the following
requirements:
1. A water resistance not less than that of 60-minute
Grade D paper; OR a minimum hydrostatic head of 60.9 cm when tested in
accordance with hydrostatic pressure test method AATCC 127-1998; OR a minimum
water transudation time of 60 minutes when tested in accordance with ASTM
D-779.
2. A water vapor permeance not less than that of no. 15
felt; OR a minimum permeance rating of 8.5 gr/h. ft².in Hg (US perm) (4.9 X 10 -10
kg/Pa.s.m2 when tested in accordance with
Procedure B of ASTM E96.
Exception: One layer of water-resistive barrier
complying with R703.2 is permitted when a drainage space that allows bulk water
to flow freely behind the cladding is provided.
146. The L-4 language modifies R 703.6.3 in several
respects. First, the L-4 language
establishes that the two layers that form the water resistant barrier must meet
one of three tests for water resistance.
Second, the two layers of material must also meet one of two water vapor
permeance tests. Third, the L-4 language
removed the Exception’s reference to 60 minute Grade D paper and instead
referred to one layer of material complying with R 703.2.
147. Jennifer Thompson, Hammargren & Meyer, P.A.,
argues that the Department’s modification of 703.6.3 is substantially different
from the proposed rule because it permits the use of 15# felt paper.[184] Ms. Thompson asks that the ALJ “hear the full
and complete testimony on the efficacy of 15# felt versus Grade D paper as
weather-resistive barriers in stucco applications.”[185] Ms. Thompson also argued that evidence
obtained through litigation indicated that #15 felt paper was not as good as or
superior to Grade D paper in stucco applications and adoption of the proposed
amendment to R 703.6.3 would adversely affect litigation by homeowners
regarding wet home cases.
148. Bruce Boerner, PE, of Advanced Consulting &
Inspections, noted that the executive summary of Dr. Goldberg’s report
indicated that 2 layers of #15 felt was not advisable for plywood sheathing and
probably should not be used with OSB but would be acceptable for fiberboard.[186] Mr. Boerner noted that the L-4 language made
no reference to the type of wood sheathing material used in stucco wall
construction.
149.
150. Lawrence W. Grubbe, Ph.D., FBS, reported: “All of the
hundreds of failures that I have observed are related to bulk water failures
not to the water vapor transport performance of the wall system. The physical properties of
asphalt-impregnated felt and Grade D building paper are very different. Specifically, when subjected to bulk water
intrusion, asphalt-impregnated felt paper absorbs water and swells, filling the
drainage plane between the stucco cladding and the sheathing. Grade D building paper does not absorb water
and swell appreciably, and the drainage plane is not appreciably compromised.”[188]
151. Thomas Irmiter, President of FBS, reported that FBS
has provided over 1500 inspections on homes damaged by exterior bulk water
intrusion. According to Mr. Irmiter,
over 60% of these homes had a stucco exterior and that in all but two
instances, the homes had either one or two layers of #15 organic asphalt felt. Mr. Irmiter stated testing of #15 felt had
shown that the material is not truly water repellent and suggested that the IRC
specified Grade D paper because it would not break down after wetting and
rewetting as #15 felt does.[189] “The simple fact is that “D” paper will be a
lot more forgiving when the lath is overfastened and the flashing joints aren’t
done perfectly.”[190] Mr. Irmiter believes that Dr. Goldberg’s
report regarding testing of #15 felt does not address issues regarding water
intrusion he has observed in the field.[191]
152. Karen Linner, Director of Codes and Research for BAM,
supported the L-4 language.[192] She noted that #15 felt papers have been
widely and successfully used by the industry.
She also observed that Grade D paper does not guarantee against moisture
intrusion and that pan flashing, not the water-resistant barrier, was the key
to the moisture problem in stucco homes. In her final comments, Ms. Linner acknowledged
that there is no unified agreement among local and national codes, building
scientists, forensic engineers or architects that Grade D paper is a superior
product behind stucco.[193]
153. Mark Chauvin, P.E., Wiss Janney, Eistner Associates,
Inc. (WJE), reported that “ WJE has observed almost as many damaged homes that
had two layers of Grade D paper installed behind the stucco as those which had
one or two layers of #15 felt paper.”[194] He believes that water problems are related
to flashing, and not the type of paper used.[195]
154. BAM supports the Department’s amended language.[196] Mark Mikkelson, Anderson Windows, supports
the Department’s amended language.[197] Thomas Irmiter, President, Forensic Building
Science, Inc., supported the amended language with the exception of subpart 5.[198] Bruce Boerner, Advance Consulting and
Inspection, believes the Department should require flashing in other
situations.[199] Dave Olson, Technical Services Manager,
Fortifiber Building Systems Group, suggested that all reference to #15 felt
should be removed from the proposed rule.[200]
155. In response to these comments the Department points
to other provisions in the building code that deal with water not getting
behind water resistive barriers:[201]
The
weather resistive barrier is only one component of exteriors [sic] walls with
stucco cladding. The code addresses some
components, such as the interior vapor barrier and the minimum amount of insulation.
…
The building code requires that flashing and other measures to [sic] taken to
prevent bulk liquid water from entering the wall cavity.[202]
The Department noted that
many of the comments are concerned with “issues of the presence of bulk water,
and not of problems with the paper, it is the failure at another point,
non-compliance with other provisions of the code.”[203] The Department observed that the issue of the
composition of the weather resistive barrier over wood-based sheathing with stucco cladding can be approached from two
directions –- one emphasizing permeability, the other concentrating on water
resistance.[204] Put another way, the Department allows choice
of whether one uses material that allows water vapor to flood through, or
whether one opts for material that resists liquid water from penetrating
through walls from the outside. The
Department argues that the L-4 language is reasonable because it allows
a range of materials with a range of liquid water and/or water vapor transfer
characteristics that can be coordinated to work with other components of the
wall’s design. Given that broad
approach, Grade D paper remains an acceptable material under the Department’s
final proposal.[205]
156. Regarding the modification of the proposed rule with
the L-4 language, the ALJ finds that the Department has fully complied with the
APA requirements and that the L-4 language is not a substantial modification of
the rule. The Department notified the
public and numerous interested parties that it intended to modify the building
code rules. The ALJ is persuaded that
the affected public had appropriate notice that the proposed amendment to the
existing rule, as proposed initially regarding this subject, could be modified
further in the course of the rulemaking process. There was sufficient notice that the subject of
a water-resistive or weather-resistive barrier could be considered further in
the rulemaking process. Numerous parties objected to the proposed language and
requested a hearing. Responding to these
concerns, prior to the hearing, the Department decided to modify the language
of R703.6.3. The modified language was
presented at a public hearing where individuals could and did ask questions
about the amendment. The public hearing
afforded all parties an opportunity to respond to the Department’s amendments
to R703.6.3. There is no basis for suggesting that interested persons did not
have notice and opportunity to be heard on this issue.
157. It is apparent to the ALJ that there is a vigorous
debate within the interested communities about exterior stucco wall
construction and the role of #15 felt papers in water intrusion. There is a significant difference of opinion. Grade D paper is not defined by the 2006
IRC. There is a difference of opinion on
what material is used to manufacture Grade D paper. The role of the ALJ in rule making
proceedings, however, is not to resolve these differences but to determine
whether the Department’s proposed rule is needed and reasonable. The proposed rule, as reflected in the L-4
language, establishes specific characteristics a water barrier faces and
establishes specific standards for water resistance and water vapor
permeance. Neither the existing rule nor
R703.6.3 as it is written in the 2006 IRC have these specific, measurable
standards. Under the 2006 IRC language,
a builder would comply with the code by merely installing two 10 minute layers
of Grade D paper, a product whose content is not defined, and comply with the
code. In light of these deficiencies,
the Division’s amendment to R703.6.3 represents a needed and reasonable
modification of the rule. The standard material
must have a minimum permeability rating of 35 grams per sq. meter per 24 hours
and a minimum water resistance rating of 1/6 hour. In the proposed language for 703.6.3, the
parameters are set for acceptable levels of both permeability and water
resistance, which will potentially allow a number of papers/products to be
used. If a builder chooses to use two
layers of #15 felt paper in a stucco application, it will have to be able to
show that the layers of #15 felt paper meet one of the water resistance tests
established by the rule. If not, using two
layers of #15 felt will not comply with the rule.
158. The ALJ finds the Department has demonstrated the
need and reasonableness of R703.6.3 as amended by the L-4 language. The modification does not result in rules
that are substantially different from the rule as originally proposed.
1309.0703, item R703.7.4.2
159. R703.7.4.2 defines air space needed for water
drainage.
160. BAM requested that the Department add an exception
that would allow for the use of a drainage plane material behind masonry
veneer.[206]
161. The Department agreed with BAM’s suggestion. At the hearing the Department proposed an
addition to R703.7.4.2 which reads:
1.
R7O3.7.4.2 Air space. The veneer shall be separated from the sheathing by an
air space of a minimum of a nominal 1 inch (25 mm) but not more than 4 ½ inches
(114 mm).
Exception:
The air space can be less than a nominal 1 inch when one layer of weather
resistive barrier complying with R7O3.2 is installed and a drainage space that
allows bulk water to flow freely behind the cladding is installed.[207]
162. The proposed amendments to R703.7.4.2, modified as
described in the prior Findings, are found to be needed and reasonable. The modifications do not result in rules that
are substantially different from the rule as originally proposed.
1309.0703 R703.8.1 Pan Flashing
163. R703.8 requires corrosion-resistant flashing to
prevent entry of water into the wall cavity.
The 2006 IRC R703.8 required flashing to be installed at a number of
specific locations. R703.8 refers to
“approved” pan flashing.
164. A number of individuals requested the Department
amend R703.8 to modify the specific locations where flashing was required. These included: Mark Mikkelson, Andersen
Windows; Charles Schoenwetter, Bowman and Brooke; and James Krahn, Marvin
Windows and Doors.[208]
165. Karen Linner, Director of Codes and Research for BAM,
urged the Department to require pan flashing for all exterior windows and
doors.[209]
166. After the hearing the Division met with WDMA and BAM
to discuss their concerns with R703.8.1.
The Division has amended the proposed rule to read:
R703.8.1 Pan Flashing of windows and doors. A pan flashing shall be
provided under all exterior windows and doors.
Pan flashing shall be (a) sloped to drain water to the exterior surface
of a weather-resistive barrier or flat with a sealed back dam and side dams to
prevent re-entry of water into the wall cavity or onto interior finishes, and
(b) maintain the thermal envelope of the building. Pan flashing made from metal must be
thermally isolated from interior surfaces.
Exceptions:
1. Windows or doors installed in accordance with the
manufacturer’s installation instructions which include an alternate flashing
method.
2. Windows or doors in detached accessory structures.
3. Skylights, bow or bay windows.
4. Doors required to meet accessibility requirements
that would prevent the installation of pan flashing.
5. Repairs or replacement of existing windows and doors.
6. When a method is provided by a registered design
professional.[210]
167. BAM and the WDMA have agreed to this modification of
R703.8.1.[211]
168. Bruce Boerner, Advance Consultants, supported the
revised language of R703.8 with a few exceptions.[212] Regarding Exception 1, Mr. Boerner questioned
who was going to review the alternative flashing methods and decide whether the
proposed method was adequate. He
suggested that Exception 2 should include conditions under which the exception
would apply and that the exception should not
apply to buildings in which the exterior wall
cavities are
enclosed. Finally, Mr. Boerner
recommended that Exception 3 for bay windows be eliminated because he believed
they should be pan flashed like any other opening.[213]
169. The Department’s final rule proposal requires a type
of corrosion-resistive flashing that is integrated into the building envelope
at the base of a window or door opening that diverts incidental water to the
exterior surface of the weather resistive barrier.[214]
170. The ALJ finds the Department has demonstrated the
need and reasonableness of R703.8.1, as amended. The modification does not result in rules
that are substantially different from the rule as originally proposed.
1309.0802, R802 Wood Roof Framing
171. R802 establishes standards for wood roof framing. It requires that truss to wall connections
must be made with “approved” fasteners or connectors.
172. Rick Davidson, Municipal Building Official, City of
173. At the hearing, Mr. Mochinski provided data
supporting his contention that toe-nailing trusses is an appropriate method of
connecting the structure.[218] Kirk Grundahl, Executive Director, WTCA,
observed that toe-nailing was an appropriate method of connecting structural
pieces; that the real issue was whether the connector used provided sufficient
lateral resistance parallel and perpendicular to the bearing.[219]
174. The principal issue surrounding this rule is whether
toe-nail fasteners are a valid connector under R 802.10.5.[220] After reviewing the comments, the Department
determined that toe-nailing was a recognized fastener. The Department has modified the rule by
removing the word “approved.”[221] The Department has otherwise retained the
proposed rule.
175. The ALJ finds the Department has demonstrated the
need and reasonableness of R802.10.5, as amended. The modification does not result in rules
that are substantially different from the rule as originally proposed.
R1309.0905, R905, Requirements for Roof Coverings
176. R905 establishes requirements for roof covering.
177. The proposed rule modifies the 2006 IRC R905.2.1
language to add a requirement that asphalt shingles either be fastened to a
solidly sheathed deck or, the Department added, to a 1 inch thick nominal wood
board.[222]
178. Rick Davidson objected to the addition of the 1 inch
thick nominal wood boards.
179. The Department added the words to the proposed rule
because it found that some building officials were reading the words “solidly
sheathed roof” to mean that a roof sheathed with planks had to then be covered
with plywood or some other wood sheathing product.[223]
180. The ALJ finds the Department has demonstrated the
need and reasonableness of R905, particularly R905.2.1 as amended in the
proposed rule.
Based on the Findings of Fact, the Administrative Law Judge makes the
following:
CONCLUSIONS
1. The
2. The
Department has fulfilled the procedural requirements of Minn. Stat.
§ 14.14 and all other procedural requirements of law or rule.
3. The
Department has demonstrated its statutory authority to adopt the proposed
rules, and has fulfilled all other substantive requirements of law or rule
within the meaning of Minn. Stat §§ 14.05, subd. 1, 14.15, subd. 3, and 14.50
(i) and (ii).
4. The Department has
demonstrated the need for and reasonableness of the other portions of the
proposed rules by an affirmative presentation of facts in the record.
5. The additions and
amendments to the proposed rules suggested by the Department after publication
of the proposed rules in the State Register are not substantially different
from the proposed rules as published in the State Register within the meaning
of Minn. Stat. § 14.05, subd. 2, and 14.15, subd. 3.
6. Any
Findings that might properly be termed Conclusions and any Conclusions that
might properly be termed Findings are adopted as such.
7. A
Finding or Conclusion of need and reasonableness in regard to any particular
rule subsection does not preclude and should not discourage the Board from
further modification of the proposed rules based upon an examination of the
public comments, provided that the rule finally adopted is based upon facts as
appearing in this rule hearing record.
Based on the Conclusions, the
Administrative Law Judge makes the following:
RECOMMENDATION
IT IS RECOMMENDED that the proposed
rules be adopted, as described in this Report.
Dated this _23rd_
day of March, 2007.
_/s/
Richard C. Luis _
RICHARD
C. LUIS
Administrative
Law Judge
Transcribed: Kirby A.
Kennedy & Associates.
Angela D. Sauro, Court
Reporter
[1]
[2] Minn. Stat. § 14.15, subd. 1.
[3] Reorganization Order No. 193 was effective upon
filing with the Secretary of State on May 16, 2005.
[4] Tr. 22-25.
[5] Testimony of Richard Lockrem, Tr. 26.
[6] Test. of R. Lockrem, Tr. 26.
[7] Test. of R. Lockrem, Tr. 26.
[8] Ex. A.
[9] Ex. G.
[10] Ex. H.
[11] Mammenga v.
Board of Human Services, 442 N.W.2d 786 (
[12] Minn. Stat. § 14.14, subd. 2;
[13] In re Northern State Power Co., 604 N.W.2d 386, 390 (
[14]
[15]
[16] Mammenga,
442 N.W.2d at 789-90; Broen Mem’l Home v.
[17] Manufactured
Hous. Inst. v. Pettersen, 347 N.W.2d at 244.
[18] Peterson v.
[19]
[20]
[21] See Minn.
Stat. §§ 14.15, subd. 3, and 14.05, subd. 2.
[22] Minn. Stat. § 14.05, subd. 2.
[23] Ex. A.
[24] Ex. J.
[25] Ex. K. 3.
[26] Ex. K. 3.
[27] Ex. K. 1.
[28] Ex. E.
[29] Ex. K. 2.
[30] Ex. F.
[31] Ex. I.
[32] Ex. D, SONAR p. 6.
[33] Ex. D, SONAR p. 3.
[34]
[35]
[36]
[37]
[38]
[39]
[40]
[41] Minn. Stat. § 14.127, subd. 1.
[42] Minn. Stat. § 14.127, subd. 2.
[43] SONAR at 7.
[44] Ex. D, SONAR at 9.
[45]
[46] Department letter, February 15, 2007.
[47] Ex, I, 2, E mail of Rex Swanson, Acorn Lumber,
January 9, 2007.
[48] Ex. C, 1309.0202, Section R202, subp. 2.
[49] Ex. C, 1309.0202, Section R202, subp. 2.
[50] Ex, I, 2, Email of Rex Swanson, Acorn Lumber,
January 9, 2007.
[51]
[52]
[53] Mr. Davidson cites proposed 1309.0404, subp. 1, 5,
which reads in part: “the rim board shall be attached to the sill with a 20
gage metal angle clip at 24 inches on center, with five 8d nails per leg, or an
approved connector supplying 230 pounds per linear foot capacity.”
[54] Rick Davidson letter, February 8, 2007.
[55]
[56] Department letter, February 15, 2007.
[57] Department letter, February 15, 2007, Responses to
Written Submissions and Modifications to the Proposed Rules, p. 1.
[58] Ex. C.
[59] 1309.0404, subp. 1, 5.
[60] Department letter, February 23, 2007.
[61] Ex. D, SONAR, p. 11; 1308.0301, R301.1.4.
[62] Department letter, February 15, 2007.
[63] Ex. M-1, p. 8.
[64] Department letter, February 15, 2007.
[65] Testimony of Tom Brace, Executive Director of the
[66] Department letter, February 15, 2007.
[67] Tr. 147.
[68] Tr. 158. See
also Exs. O-1- O-14 (photos showing various townhouses and construction data.)
[69] Ex. M-1, p. 9.
[70] Testimony of Pam Perri Weaver, Tr. 190.
[71] Tr. 153-154.
[72] Chief Nyle Zickmund, Tr. 78; Department letter of
February 15, 2007.
[73] Department letter of February 15, 2007, p. 4.
[74] Ex. C, 1309.0301, R 301.1.4.1.
[75] Tr. 153.
[76] Department’s letter of February 15, 2007, p. 4.
[77] Table R.301.5
[78] Testimony of Bob Mochinski, Tr. 169.
[79] Department letter, February 15, 2007, p. 5.
[80] Ex. C, 1309.0310
[81] Department letter, February 15, 2007, p. 6.
[82]
[83] Rick Davidson letter, January 2, 2007, pp. 3-4.
[84] Ex. M-1, p. 17.
[85] Ex. L-5; Department letter, February 15, 2007, p. 6.
[86] Tr. 40.
[87] Testimony of K. Linner, BAM, Tr., 122.
[88] Modified R310.1.5 as corrected, Department letter,
February 23, 2007, p. 1.
[89] Department letter, February 15, 2007, pp. 7-8.
[90] K. Linner letter, February 15, 2007.
[91] Ex. C, 1309.0311.
[92] R311.4.3.1 (2).
[93] R311.4.3. 2 (1).
[94] Tr. 182.
[95] Department letter, February 15, 2007, p. 8.
[96] Ex. I.
Michael Fischer, Director, Codes and Regulatory Compliance, (WDMA), also
supported this change. Ex. I.
[97] Testimony of Michael Fischer, Tr. 43; letter,
February 20, 2007.
[98] Mark Mikkelson, Anderson Windows and Doors, letter,
February 14, 2007.
[99] R313.2.1.
[100] Ex. I.
[101] Tr. 30.
[102] See, L-3.
[103] Ex. L-3.
[104] Rick Davidson letter, January 2, 2007, pp. 5-6,
referring to Minn. Stat. § 299F.32
[105] Department letter, February 15, 2007, p. 10.
[106] R317.1.
[107] Department letter, February 15, 2007, p. 10.
[108]
[109] Rick Davidson letter, January 2, 2007, pp. 5-6.
[110] R318.
[111] Tr. 33-34.
[112] Tr. 136.
[113] Department letter, February 15, 2007, p. 11.
[114] Department letter, February 15, 2007, p. 11.
[115] Ex. M-1, p. 23.
[116] Tr. 136.
[117] Department letter, February 15, 2007, p. 12.
[118] K. Linner letter, February 15, 2007.
[119] 1309.0404, Section R404.1.
[120] Ex. D, SONAR, p. 20.
[121] Ex. C, 1309.0404, R404.1 (2).
[122] Exs. I and N.
[123] Ex. M-1, p. 11; Testimony of K. Linner, Tr. 82. BAM continues to ask for the “approved
alternative” language. K. Linner letter,
February 15, 2007.
[124] Tr. 85.
[125] Tr. 96-97,
[126] Tr. 97-98.
[127] Tr. 99.
[128] Tr. 101.
[129] Tr. 99.
[130] Tr. 100-101.
[131] Attachment 10 to Department letter, February 15,
2007, pp. 12-13.
[132] Bill Rouleau letter, February 21, 2007.
[133]
[134]
[135] Department letter, February 15, 2007, pp. 12-13.
[136]
[137]
[138] Craig Oswell, email, February 14, 2007.
[139]
[140]
[141] Department letter, February 15, 2007, p. 14.
[142] Department letter, February 15, 2007, p. 14.
[143] Letter of Linda Brekke, Vice President, CASE/MN,
dated February 14, 2007.
[144] Ex. D, SONAR, p. 22.
[145] Department letter, February 15, 2007, p. 15.
[146] Ex. M-1, p. 21; Testimony of K. Linner, Tr. p.
131. See
also footnote 180 re: Dr. Goldberg.
[147] Tr. 131.
[148] Department letter, February 15, 2007, p. 16.
[149]
[150] Jay Crandell, Consulting Engineer, letter on behalf
of the Foam Sheathing Coalition, January 9, 2007, Ex. I.
Ex.
I.
[151]
[152] Department letter, February 15, 2007, p. 16.
[153] 2006 IRC Section 613.
[154] Mark Mikkelson letter, Ex. I.
[155] Department letter, February 15, 2007, p. 16.
[156] Michael Fischer letter, February 20, 2007.
[157]
[158] Department letter, February 15, 2007, p. 16.
[159] Department letter, February 23, 2007, p. 2.
[160]
[161]
[162] Department letter, February 23, 2007, p. 4.
[163] IRC Section R703.1.
There are different requirements for concrete or masonry walls. IRC
703.1, Exception 1.
[164] Department letter, February 15, 2007, p. 19.
[165] IRC Section R703.1.
[166] IRC R703.2.
[167] See R703.5, wood shakes and shingles.
[168] IRC R703.6.
[169] The Minnesota Building Code has required the use of
two layers of Grade D paper over wood base sheathings since 1982. Letter of
Steven Pedracine, Executive Director,
[170] Section R703.6.3.
[171] Email response from Steven Herrick to question from
OAH, dated March 12, 2007; Charles Lane, President, Environmental Process,
Inc., dated February 14, 2007.
[172]
[173]
[174] Charles Lane, President, Environmental Process,
Inc., dated February 14, 2007.
[175] Steven Pedracine, Executive Director, Minnesota Lath
and Plaster Bureau, letter, December 19, 2006.
[176] Id.;
Thomas Butt, Water Resistance and Vapor
Permeance of Weather Resistive Barriers, Journal of ASTM International, November/December
2005, Vol. 2, No. 10.
[177]
[178] Department letter, February 15, 2007, pp. 17- 23.
[179] Letters from Rodney E. Erickson, AE Conrad Company,
Bob Ruff, Collins O.Y. Ofori-Amanfo, Paul Courchane, Kim Bartz, Larry Houns,
Rob Roach, Steven Caouette, Scott Swanson, Stephen Donnelly, Richard Braun,
Bret Palmer, Chuck Thiel, Murray Schomburg, Scott Parenteau, Kevin Larson,
Timothy J. Conroy, Mary Jo Lecy, Patrick R. Forliti, Michael J. Conroy, Jeffrey
M Schwartz, Brian Mulcahy, Thomas G. Panek, John Nesse, Douglas C. Lingren,
Keith Waters, Jon Anderson, Daniel K. Gausman, Edward Lilijedahl, Brad Obert,
Thomas D. Sindelar, John W. Cunningham, Loren Prange, Steve Brisson, Brian
Peterson, Brian Felber, and Louise F. Goldberg.
Ex. I.
[180] Louise Goldberg, PhD, Director, Building Physics and
Foundation Research Programs,
[181] Department letter, February 15, 2007, Attachment 13.
(The letter incorrectly cites the list of attendees as “Attach. 12.”)
[182] Tr. 32.
[183] The Department’s letter, February 15, 2007, refers
to discussions “since the hearing” regarding the L-4 amendment. Department representatives, responding to an
inquiry from OAH, have indicated that in fact there were no post hearing
discussions regarding the L-4 amendment.
[184] Jennifer A Thompson, Hammargren & Meyer, P.A.,
letter on behalf of Patrick Lee O’Hallaron and Julie Doherty, Fabyanski,
Westra, Hart & Thomson; J. Scott Andresen, February 15, 2007.
[185]
[186] Bruce Boerner, letter, February 23, 2007.
[187] Charles Lane, Environmental Process, Inc., letter,
February 14, 2007.
[188] Lawrence W. Grubbe, letter February 14, 2007.
[189] Thomas Irmiter, President, Forensic Building
Science, Inc., letter February 14, 2007.
[190] Thomas Irmiter, letter, February 22, 2001
[191]
[192] Karen Linner, letter, February 23, 2007.
[193] K. Linner, letter, February 23, 2007, p. 4.
[194] Mark Chauvin, P.E. Wiss Janney, Eistner Associates,
Inc, letter February 23, 2007.
[195]
[196] K. Linner letter, February 15, 2007.
[197] Mark Mikkelson, Andersen Windows, February 15, 2007.
[198] Thomas Irmiter, letter, February 22, 2007.
[199] Bruce Boerner, letters, February 15, 2007 and
February 23, 2007.
[200] Dave Olson, letter, February 20, 2007.
[201] Department letter, February 15, 2007, p. 22.
[202] Department letter, February 15, 2007, p. 19.
[203] Department letter of February 23, 2007, p. 5.
[204]
[205]
[206] Ex. M-1, p. 11.
[207] Ex. L-6.
[208] Ex. I.
[209] Letter K. Linner, February 15, 2007.
[210] Department letter, February 15, 2007, p. 20.
[211] K. Linner letter, February 15, 2007; Michael Fischer
letter, February 20, 2007.
[212] Bruce Boerner, letter, February 23, 2007.
[213] Bruce Boerner, letter, February 23, 2007.
[214] Department letter, February 15, 2007, p. 20.
[215] Department letter, February 15, 2007.
[216] T. Irmiter letter, February 22, 2007.
[217] C. Oswell letter, February 14, 2007.
[218] Tr. 161; Exs. P & Q.
[219] Kirk Grundahl letter, February 21, 2007.
[220] Tr. 161; Exs. P & Q.
[221] Department letter, February 23, 2007, p. 7.
[222] Ex. C, 1309.0905 R905.2.1.
[223] Department letter, February 23, 2007, p. 7.