Model Manufactured Home Installation Standards, 59338-59395 [07-5004]
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Federal Register / Vol. 72, No. 202 / Friday, October 19, 2007 / Rules and Regulations
SUPPLEMENTARY INFORMATION:
DEPARTMENT OF HOUSING AND
URBAN DEVELOPMENT
24 CFR Parts 3280 and 3285
[Docket No. FR–4928–F–02]
RIN 2502–AI25
Model Manufactured Home Installation
Standards
Office of the Assistant
Secretary for Housing—Federal Housing
Commissioner, HUD.
ACTION: Final rule.
AGENCY:
This final rule establishes
new Model Manufactured Home
Installation Standards (Model
Installation Standards) for the
installation of new manufactured homes
and includes standards for the
completion of certain aspects necessary
to join all sections of multi-section
homes. The National Manufactured
Housing Construction and Safety
Standards Act of 1974 requires HUD to
develop and establish Model
Installation Standards after receiving
proposed installation standards from the
Manufactured Housing Consensus
Committee (MHCC). HUD received and
reviewed the MHCC’s recommended
proposed model installation standards
and published a proposed rule for
public comment. Based on HUD’s
review of the comments that were
submitted, including those from the
MHCC, a number of revisions to the
proposed rule have been made in this
final rule. This final rule also
incorporates certain amendments to
definitions contained in the
Manufactured Home Construction and
Safety Standards (MHCSS) that are
affected by definitions provided in the
Model Installation Standards.
DATES: Effective Date: The effective date
for this final rule will be October 20,
2008. The date of approval by the
Director of the Federal Register for
incorporation by reference of certain
publications listed in this rule is
October 20, 2008.
FOR FURTHER INFORMATION CONTACT:
William W. Matchneer III, Associate
Deputy Assistant Secretary for
Regulatory Affairs and Manufactured
Housing, Office of Manufactured
Housing Programs, Department of
Housing and Urban Development, 451
Seventh Street, SW., Room 9164,
Washington, DC 20410; telephone
number (202) 708–6401 (this is not a
toll-free number). Hearing-or speechimpaired individuals may access this
number through TTY by calling the tollfree Federal Information Relay Service
at (800) 877–8339.
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SUMMARY:
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I. Background
On April 26, 2005, HUD published in
the Federal Register at 70 FR 21498 a
proposed rule that would establish
Model Manufactured Home Installation
Standards (Model Installation
Standards) for new manufactured
homes, as required by the National
Manufacture Housing Construction and
Safety Standards Act of 1974 (42 U.S.C.
5401–5426) (the Act). The Act gave the
MHCC responsibility to develop and
submit to the Secretary proposed Model
Installation Standards. The MHCC’s
proposal was provided to HUD in
September 2004. The Department agreed
with most of the proposal, and
thoroughly involved the MHCC in the
process by which the proposed rule for
the Model Installation Standards was
developed prior to its publication in the
Federal Register.
There were a total of 101 commenters
on the April 26, 2005, proposed rule.
Seventy-seven of the commenters were
from the industry, including
manufacturers, component suppliers,
retailers, installers, realtors, trade
associations, and community operators.
Nineteen commenters came from the
government, including HUD-approved
Primary Inspection Agencies and State
Administrative Agencies. Finally, four
commenters were individual consumers
and consumer groups and one was a
private code organization.
Among the recommendations most
often made by the commenters were: (1)
To codify the Model Installation
Standards in existing part 3280 rather
than new part 3285, in the belief that
the installation standards would thereby
become ‘‘preemptive’’ of state and local
installation standards; (2) to make the
installation standards applicable to
secondary or other subsequent
installations of manufactured homes; (3)
to include provisions assuring that HUD
will consult with the MHCC on future
changes to the installation standards; (4)
that manufacturers’ installation
instructions be considered as evidence
of compliance with the Model
Installation Standards; (5) that the
installation standards apply to the
joining together and close-up of multisection homes and to certain other
aspects of on-site completion that HUD
had originally treated as part of the
construction process. HUD has given
these subjects particular attention in
preparing the final rule.
II.A. Analysis of Public Comments—
Part 3280
Comment: § 3280.302 Definitions.
Two commenters wrote that the
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proposed definition of anchoring system
should include forces on the foundation
and anchorage systems, which may
actually control the design in some
instances.
HUD Response: The definition of
anchoring system includes a reference
to the forces that are required to be
resisted by foundation and anchorage
systems.
II.B. Analysis of Public Comments—
Part 3285
Subpart A—General
Comment: § 3285.1(a) Scope. The
Model Installation Standards should be
preemptive of state and local
requirements.
HUD Response: HUD has concluded
that a plain reading of Sections 604(d)
and 605 of the Act indicates that
Congress did not intend for these Model
Installation Standards to be preemptive
of more stringent state or local
government requirements, only that
they establish minimum national
requirements for the installation of
manufactured homes. This conclusion is
strengthened by the statement from
then-Chairman Jim Leach during his
section-by-section comments on the
floor of the House, that ‘‘the bill would
reinforce the proposition that
installation standards and regulations
remain under the exclusive authority of
each state.’’ (Dec. 5, 2000, 146 Cong.
Rec. H11987). In earlier floor remarks,
then-Ranking Member John LaFalce
said, ‘‘States that wish to have their own
installation standards may continue to
do so, as long as they provide
protections comparable to the model
standards.’’ (Oct. 24, 2000, 146 Cong.
Rec. H10685). HUD therefore believes
that Congress has permitted any state
that chooses to operate its own
installation program to enforce
installation standards more stringent
than these Model Installation Standards,
provided that those standards otherwise
offer protection that equals or exceeds
the minimum protection established by
these Model Installation Standards.
Comment: § 3285.1(a) Scope. The
Model Installation Standards should be
codified under 24 CFR part 3280,
Manufactured Home Construction and
Safety Standards.
HUD Response: Contrary to the views
expressed by some commenters,
preemption authority can only come
from Congress, and no decision that
HUD could make regarding the
codification of these Model Installation
Standards could increase or diminish
that authority. However, as indicated
above, HUD believes there is good
reason to conclude that Congress did
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not intend to extend preemption
authority to these Model Installation
Standards.
In any event, HUD has chosen, as a
matter of administrative necessity, to
codify these Model Installation
Standards, as in new part 3285 of 24
CFR, in order to maintain the clear
distinctions the Act makes between
installation and construction. The
regulatory structure that Congress has
given HUD for enforcement of these
Model Installation Standards is entirely
different from the enforcement authority
it previously gave HUD for the federal
MHCSS. As HUD reads the Act, section
613 (42 U.S.C. 5412) and section 615 (42
U.S.C. 5414), the principal sections
requiring notification and correction of
defects, do not apply to these Model
Installation Standards. As HUD reads
the Act, the primary enforcement
authority for these Model Installation
Standards is instead limited to section
605 (42 U.S.C. 5404) itself, which not
only provides more limited authority for
these Model Installation Standards, but
also adds entirely new requirements
regarding the licensing and training of
installers.
Given these fundamental differences
between the installation and
construction and safety programs,
publication of these Model Installation
Standards in new part 3285 of 24 CFR
will best allow HUD to maintain the
regulatory separation necessary to
administer two such different programs.
Comment: § 3285.1(a) Scope. Work
associated with the joining together and
close-up of sections of multi-section
homes and certain aspects of on-site
completion should be considered as
installation of the home and not as
construction.
HUD Response: Under the final rule,
work necessary to join sections of a
multi-section home, such as work
identified in Subparts G, H, and I of the
installation standards, and work
associated with connecting exterior
lights, ceiling-hung light fixtures, or
fans, as identified in Subpart I, are
treated as installation, and therefore is
subject to these Model Installation
Standards and any future requirements
of the installation program regulations.
Accordingly, close-up work completed
on-site would require inspection under
the Manufactured Home Installation
Program Proposed Rule published in the
Federal Register on June 14, 2006.
However, features such as penetrated
hinged roofs, high-pitched hinged roofs,
and eave construction will remain
subject to the MHCSS and the
Procedural and Enforcement
Regulations in 24 CFR part 3282.
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In early drafts of these Model
Installation Standards, HUD treated all
activities associated with close-up as
part of construction of the home and, as
such, subject to the MHCSS and the
manufacturer’s certification label.
However, HUD recognizes that
installers, not manufacturers, typically
perform close-up work. Therefore, HUD
has concluded that the Model
Installation Standards provide the best
opportunity to address close-up
activities and concerns.
Further, under the final rule, home
purchasers generally will look to
installers or retailers who often employ
or contract with installers to perform
home installations, to remedy close-up
problems that are not the result of
inadequate or incorrect manufacturer
instructions or of production errors that
have resulted in the sections of the
home not fitting together properly.
Comment: § 3285.1(a) Scope.
Compliance with the Manufacturer’s
Installation Instructions should be
accepted as compliance with the Model
Installation Standards. Several
commenters also recommended the
section be rewritten as follows: ‘‘The
manufacturer’s installation instructions
shall apply under any of the following
conditions where they do not take the
home out of compliance with the
Federal Manufactured Housing
Construction and Safety Standards: (1)
To items not covered by this standard;
(2) Where the manufacturer’s approved
installation instructions provide a
specific method of performing a specific
operation or assembly; (3) Where the
manufacturer’s approved instructions
exceed this standard.’’
HUD Response: § 3285.1(a) of the final
rule recognizes that the Model
Installation standards serve as the basis
for the manufacturer’s installation
instructions and accepts those
instructions for compliance, as long as
they meet or exceed the minimum
requirements of the Model Installation
Standards and do not take the home out
of compliance with the MHCSS.
However, the methods for performing
operations that are included in a
manufacturer’s installation instructions
will be enforced by the Department, in
their entirety.
Furthermore, the final rule requires
that manufactured home manufacturers
include installation instructions with
each new home. The instructions must
be approved by a Design Approval
Primary Inspection Agency (DAPIA) and
must provide protection to the residents
of manufactured homes that equals or
exceeds the protections provided by the
Model Installation Standards.
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Comment: § 3285.1(a) Scope. The
Model Installation Standards should be
applicable to subsequent installations
beyond the initial siting and placement
of the manufactured home.
HUD Response: It is HUD’s position
that Congress intended the installation
standards to be applicable only to the
initial installation of new manufactured
homes, as indicated by references in
Section 623(g) of the Act to the date of
installation and by the definition of
‘‘purchaser’’ as the first purchaser in
Section 603 of the Act. A very small
percentage of manufactured homes are
ever relocated after the initial siting and
placement of the homes. The
Manufactured Home Procedural and
Enforcement Regulations encourage
states to establish procedures for the
inspection of used manufactured homes
and for monitoring of the installation of
manufactured homes within each state
(§ 3282.303), thus indicating the
regulations’ intent to place the
supervision of re-installments in the
hands of the states.
The final rule does not prevent state
and local governments from enforcing
standards for installations after the
initial installation or from imposing
higher installation standards than are
required by HUD’s ‘‘minimum’’ Model
Installation Standards for the initial or
any subsequent installation of a
manufactured home. State standards for
initial installation must meet or exceed
HUD’s minimum installation standards,
while state standards for secondary
installations do not have to adhere to
the minimum HUD standards. HUD
continues to believe that any subsequent
installation of a manufactured home
best resides with state authority.
Notwithstanding all of the above, HUD
will continue to study this issue in
developing the final rule for its
installation program regulations.
Comment: § 3285.1(c) Consultation
With the Manufactured Housing
Consensus Committee. The
Manufactured Housing Consensus
Committee (MHCC) should have a
continuing involvement in revising the
installation standards.
HUD Response: HUD agrees with
comments received from the MHCC and
others that the Committee should have
a continuing role in reviewing and
recommending future changes to the
Model Installation Standards. HUD
recognizes the valuable guidance and
assistance provided by the MHCC
throughout the rulemaking process with
the development of these installation
standards. Accordingly, a new section,
§ 3285.1(c), ‘‘Consultation with the
Manufactured Housing Consensus
Committee,’’ has been included in the
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final rule. That section provides that
HUD will afford the MHCC with a 120day opportunity to offer input and
comment prior to proposing any
changes to the installation standards.
The new provisions also direct the
MHCC to send its own suggested
changes to the Department at least every
2 years. The final rule also provides that
HUD will accept, modify, or reject each
recommendation and explain to the
MHCC the reasons behind any
modifications or rejections of those
recommendations before publication of
any new revised standard.
Comment: 3285.1(d) Administration.
One commenter wrote that certain
permanent site-built foundations with
manufacturer certification are not
subject to the proposed rule. This
recognizes that site-built foundations
under state and local codes are suitable
and that all localities have such codes.
It also implies that state and local codes
for non-permanent foundations are
lacking and that HUD needs to
intervene. This does not make sense,
unless there is a significant difference
between permanent and non-permanent
foundation requirements and their
administration and enforcement.
HUD Response: This provision stems
from Section 604(f) of the Act and 24
CFR part 3282.12 of the Manufactured
Home Procedural and Enforcement
Regulations, which require HUD to
exclude from coverage any structure
which, among other things, is designed
to be erected and installed upon a sitebuilt permanent foundation.
Comment: §§ 3285.2, 3285.301(b),
3285.401 HUD Question: Should the
Model Installation Standards offer more
performance-based equivalents instead
of prescriptive requirements to facilitate
the use of alternative installation
methods?
HUD Response: Based on the
recommendations of the MHCC and the
public comments, the final model
installation standards are a combination
of prescriptive and performance
standards. While the minimum
standards do offer prescriptive methods
for compliance, they also provide for
alternatives in design that will allow for
innovation. Accordingly, manufacturers’
instructions may be based on either the
minimum requirements in these model
installation standards or may use
performance-based design in
demonstrating compliance with these
standards.
Comment: § 3285.2 Manufactured
Installation Instructions/HUD Question.
Should model-specific plans for
installation be required and, if so, what
minimum information should be
required on the plans (i.e., pier
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capacities, minimum support and
anchorage locations, other structural
design requirements, plan-specific
information for completion of utility
systems, etc.)?
Comment: This should be left up to
each manufacturer to decide.
Comment: There is no need to require
model-specific home plan criteria for
every conceivable single or multisection home design as there must be
some reliance on the manufacturer’s
installation manual for model-specific
home designs as the model standard is
the minimum necessary requirements.
Comment: There is no need to require
model-specific plan criteria for every
conceivable floor plan and design under
the Model Installation Standards. If
there needs to be specialized criteria,
the manufacturer can provide it in the
installation manual that comes with the
new home. The DAPIA will determine
whether the specialized manufacturer’s
manual has met or exceeds the Model
Installation Standards. With regard to
§ 3285.403, the best alternative might be
to permit the mating line anchorage/
connection to be determined by the
manufacturer’s installation manual.
HUD Response: HUD has decided that
model-specific foundation plans are not
required, but that special foundation
and anchorage plans are required to
address site-specific conditions or when
the support and anchorage methods in
the manufacturer’s installation
instructions are not suitable and vary
from those included with the
manufacturer’s installation instructions.
Comment: § 3285.2 Manufactured
Installation Instructions/HUD Question.
Should the manufacturer’s installation
instructions provide that a professional
engineer or registered architect must be
consulted when general site conditions
are not covered by the installation
instructions?
Comment: When instructions do not
address specific site conditions and
hazards, the foundations and anchorage
should be designed by a professional
engineer or registered architect.
Comment: There is no reason for the
Model Installation Standards to require
that a professional engineer or architect
be consulted for site preparation, if the
manufacturer’s manual does not cover
this installation consideration. Such a
requirement could substantially raise
the cost of site preparation for the
retailer/installer.
Comment: It is not reasonable to
expect the manufacturer to effectively
give installation instructions and
assume liability when they have no sitespecific knowledge. ‘‘A registered
engineer is the right call.’’
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Comment: The only way to get
efficient and consistent installation
compliance with both the Model
Installation Standards and the
manufacturer’s support requirements is
to require manufacturers to take
responsibility for the vertical support of
their own designs and to provide
foundation plans with all pier locations
and minimum pad sizes specified and
drawn to scale, in a graphical format
serviceable for both the permit process
and the foundation layout at the jobsite.
Comment: All engineered foundations
should be designed per SEI/ASCE 7,
Loads for Buildings and Other
Structures. This will allow engineers
and architects to develop foundation
designs that are capable of resisting all
natural hazards at the site.
Comment: Experience has shown that
out-of-state registered professional
engineers and architects unfamiliar with
the conditions of the locality design
foundation systems that fail, and that
the engineer or architect should be
registered in the state where the home
is to be installed.
HUD Response: Section 3285.2(c) of
the final rule has been revised
specifically to allow for variations to be
made to installation instructions for site
conditions that are not covered,
provided that installers first attempt to
obtain those variations for site-specific
conditions from the manufacturer and,
if not available from the manufacturer,
the installer is to use designs prepared
by a professional engineer or registered
architect. The installer must have the
professional engineer’s or registered
architect’s design approved by the
manufacturer and its DAPIA prior to
installation. DAPIA approval is
necessary to enable HUD to enforce
such modifications to the
manufacturer’s installation instructions.
HUD has determined that the Model
Installation Standards do not need to
require that professional engineers or
registered architects be licensed in the
state where the home is to be installed,
since they are responsible for only
performing work or preparing designs in
areas of construction in which they are
competent and knowledgeable.
However, a state that operates its own
installation program may require that
the engineer or architect be specifically
licensed by that state.
Comment: HUD requested comments
on the efforts associated with checking
installation instructions. One
commenter wrote that since installation
instructions vary by manufacturer and
model, the estimates of number of
respondents and responses per
respondent were very low, while the
number of hours spent on review was
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high, unless the time includes back-andforth communication. If HUD does not
intend to take action to ensure
conformity with the Model Installation
Standards (MIS), there is no need to
collect this data.
HUD Response: This issue will be
addressed under the installation
program regulations and any
adjustments to the burden estimates will
be made as part of those regulations.
Comment: Section 3285.4
Incorporation by Reference. There is a
more recent edition of the American
Society of Heating, Refrigerating and
Air-Conditioning Engineers
Fundamentals Handbook and the
Underwriters’ Laboratories (UL) 181
standard has been separated into UL
181, 181A, and 181B.
Comment: Add the American Wood
Preservers Association (AWPA) to the
list of Referenced Publications. AWPA
Publications, American WoodPreservers’ Association, P.O. Box 388,
Selma, AL 36702. AWPA U1–04, Use
Category System: User Specification for
Treated Wood, 2004, and AWPA M4–
02, Standard for the Care of
Preservative-Treated Wood Products,
2002. The references to treated wood
standards need to be updated because:
(1) AWPA C2 and C9 are no longer
updated by AWPA and will not include
new preservative treatments that are
appropriate for this application; (2)
Standard U1 is currently referenced in
the 2004 amendments to the 2003
International Building Code (IBC) and
International Residential Code (IRC) in
place of standards C2 and C9 and will
be referenced in the 2006 editions; and
(3) the 0.60 lbs. per cubic foot is not the
required retention level for all of the
appropriate preservatives. Copper azole
(CA–B) has a required retention of 0.31
lbs. per cubic foot for this application
that is equivalent to Chromated Copper
Arsenate used at 0.60 lbs. per cubic foot.
HUD Response: The editions of these
standards that are adopted in this final
rule are consistent with those recently
updated by HUD in recent amendments
to the Manufactured Home Construction
and Safety Standards. HUD will
consider issuing conforming
amendments to more recent editions of
these standards in future rulemaking.
HUD also agrees there is a need to
update and revise the reference
requirements for treated wood materials,
and the final rule incorporates the more
recent AWPA U1–04 and AWPA M4–02
standards into certain sections of the
installation standards (§§ 3285.4,
3285.303, 3285.312, and 3285.504).
Comment: § 3285.5 Definitions.
‘‘Design Flood.’’ The term ‘‘design
flood’’ is used several times in the
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proposed rule and should be defined as
the greater of either: (1) The base flood
or (2) the flood so designated by the
Local Authority Having Jurisdiction
(LAHJ) as its regulatory flood, with a
one percent chance or less of being
equaled or exceeded in any given year.
Comment: The term ‘‘design flood
elevation’’ (DFE) should be added to the
definitions as follows: ‘‘Design Flood
Elevation. The elevation of the design
flood, including wave height, relative to
the datum specified on a LAHJ’s hazard
map.’’
Comment: § 3285.5 Definitions.
‘‘Lowest-Floor.’’ The definition of
Lowest Floor should be revised, as
follows: ‘‘Lowest floor. The floor of the
lowest enclosed area of a manufactured
home. For flood-resistant design
purposes of these MIS, the term ‘‘lowest
floor’’ shall mean the bottom of the
longitudinal chassis frame beam in A
zones, and the bottom of the lowest
horizontal structural member
supporting the home in V zones. An
unfinished or flood resistant enclosure,
used solely for vehicle parking, home
access, or limited storage, must not be
considered the lowest floor, provided
the enclosed area is not constructed so
as to render the home in violation of the
flood related provisions of this
standard.’’
HUD Response: Section 3285.102 of
the final rule clarifies that the above
terms are used as defined in 44 CFR part
59.1 of the National Flood Insurance
Program and, as such, are not required
to be again defined in these installation
standards.
Comment: § 3285.5 Definitions.
‘‘Labeled’’ and ‘‘Listed or certified.’’ The
term ‘‘labeled’’ is very similar to the
term ‘‘listed or certified,’’ except that
‘‘listed or certified’’ requires that an
approved product be on a published list.
All of these terms could be read to
require the contracting of an agency on
a continuing basis to maintain product
approval status rather than using a
nationally recognized third-party testing
agency for a one-time approval.
HUD Response: Both terms remain in
the final rule because certain
components may not be required to be
labeled but must still be listed under the
purview of a nationally recognized
testing laboratory.
Comment: § 3285.5 Definitions.
‘‘Crossovers.’’ The definition of
crossovers should be amended to
include ducting for both heating and
cooling ducting, and not just ducting for
heating.
HUD Response: As recommended by
the commenters, the final rule includes
both heating and cooling ducts in the
definition of ‘‘crossovers.’’
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Comment: § 3285.5 Definitions.
‘‘Local Authority Having Jurisdiction
(LAHJ).’’ The definition of LAHJ should
be rewritten to refer to local
responsibilities in such a way that if
they are within the coverage of the
Model Installation Standards (MIS) they
are applicable, but if outside the MIS
they are not applicable.
Comment: Having states included
within the definition of an LAHJ seems
to conflict with other provisions of the
rule and means that a state or local
government entity that does not have
such requirements, even though they
may be identical to the MIS, would not
be considered an LAHJ. One commenter
wrote that no level of government below
the state level should be included in the
definition of an LAHJ, because it
implies that lower levels of
government’s programs are sanctioned,
which could result in the imposition of
additional fees, thereby causing
increased costs for consumers.
HUD Response: The definition is
essentially unchanged in the final rule
because any entity or subdivision of
state government is not restricted from
establishing more stringent
requirements than those in the MIS for
states in which HUD will operate the
installation program. The proposed rule
for the installation program regulations
in 24 CFR part 3286 includes detailed
provisions for state-run installation
programs and how those requirements
will impact on local governmental
entities within their state. However, the
definition has been modified in the final
rule to clarify that an LAHJ must have
both responsibilities and requirements
that must be complied with during the
installation of a manufactured home.
Comment: § 3285.5 Definitions.
‘‘State.’’ The ‘‘Canal Zone’’ should be
deleted from the definition of ‘‘State,’’
because the Panama Canal Zone has not
been under United States control or
jurisdiction for nearly 30 years. emsp;
HUD Response: HUD has removed
‘‘the Canal Zone’’ from the definition of
‘‘State,’’ but recognizes that the statute
has not been amended or updated to
reflect this change.
Comment: § 3285.5 Definitions.
‘‘Foundation.’’ The term ‘‘foundation’’
should be a defined term in the MIS.
HUD Response: A definition for a
‘‘foundation system’’ has been included
in the final rule in both the
Manufactured Home Construction and
Safety Standards and the MIS.
Subpart B—Pre-Installation
Considerations
Comment: Seismic Safety/HUD
Question: Should the MIS attempt to set
forth minimum installation
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requirements or pre-installation
considerations to address seismic
safety? If so, how should HUD establish
seismic zones and what minimum
requirements would be included in the
Model Installation Standards?
Comment: If seismic zones are to be
considered in the future as a
manufactured home design parameter, it
is best that they first be introduced into
part 3280 and then mentioned in set-up
manuals.
Comment: Part 3285 contains no
criteria to protect homes from
earthquakes, and this omission makes
the standard incomplete. Other national
consensus standards have seismic
criteria, such as the IBC, the IRC, the
National Fire Protection Association
(NFPA) 5000 Building Construction and
Safety Code, and the NFPA 225.
Manufactured homes fall off this type of
support at very moderate ground
shaking levels, since such homes are
typically installed using piers not
designated for seismic resistance, which
are not adequately attached and
connected to the foundation and chassis
of the home. This lack of seismic
resistant provisions will result in
significantly less protection than in
other types of residential construction,
and is technically inadequate in areas of
high seismic activity. Congress
authorized the Earthquake Hazard
Reductions Program to develop seismic
safety provisions suitable for use
throughout the United States. The lack
of seismic provisions is contrary to
national policy. The approach for
seismic detailing and design in NFPA
225 should be accepted and used in part
3285.
Comment: HUD should not include
any seismic requirements in the Model
Installation Standards. When required,
designs are handled by the retailer, the
installer, the owner, or the
manufacturer, in accordance with the
requirements of the local building
authority. This is working now and
need not be covered in the installation
standards.
HUD Response: The final rule does
not contain specific requirements for the
design of foundation and anchorage
systems in seismically active areas. This
will allow states and local building code
authorities in seismically active areas to
establish or continue to enforce
foundation and anchoring requirements
for seismic design load considerations.
However, HUD intends to continue to
study this issue and may recommend
requirements for seismic design in
future rulemakings in the Manufactured
Home Construction and Safety
Standards and the Model Installation
Standards.
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Comment: § 3285.101 Installation of
Manufactured Homes in Flood Hazard
Areas. The requirements for installation
of manufactured homes in flood hazard
areas should be included in Subpart D
Foundations, § 3285.302, rather than in
§ 3285.101(d). While § 3285.101 requires
the installer to determine if flood
hazards affect the site, it is more
appropriate that more explicit design
considerations be articulated in the
section on foundations.
Comment: States and communities in
areas that are vulnerable to flood
damage should adopt regulations that
exceed the minimum National Flood
Insurance Program (NFIP) requirements.
Comment: The approach indicated in
the proposed Model Installation
Standards was considered and rejected
by NFPA 225. Basic performance
requirements related to floods can and
must be included in the Model
Installation Standards, and doing so will
not conflict with, replace, or preempt
NFIP and LAHJ flood requirements.
Comment: Method and Practices.
Manufactured homes located wholly or
partly within special flood hazard areas
must be installed using methods and
practices that minimize flood damage
during the base flood, including
elevation and stability of the foundation
for anticipated conditions and loads in
accordance with the LAHJ; 44 CFR
60.3(a) through (e), as applicable; and
other provisions of 44 CFR referenced
by those paragraphs.
Comment: Section 3285.101(c) should
be revised to read as follows: ‘‘(c) Preinstallation considerations. Prior to the
initial installation of a new
manufactured home, the installer is
responsible to determine whether the
manufactured home site lies wholly or
partly within a special flood hazard area
as shown on the LAHJ’s Flood Insurance
Rate Map, Flood Boundary and
Floodway Map, or Flood Hazard
Boundary Map. If so located, the map
and supporting studies and
requirements adopted by the LAHJ or
state should be used to determine the
flood hazard zone and design flood
elevation at the site. If the LAHJ has not
adopted a Flood Hazard Map, the
installer shall consult the LAHJ to
determine flood-resistant installation
requirements.’’
Comment: § 3285.101(d) Installation
of Manufactured Homes in Flood
Hazard Areas. LAHJs should be given
the option to enforce requirements for
flood hazards at whatever level they
deem necessary. The section should
provide two options for flood hazard
criteria: (1) Per the LAHJ or (2) per the
NFIP regulations.
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Comment: Paragraph (d)(2) should be
renumbered as (d)(3) and a new section
(d)(2) should be added, as follows:
‘‘Performance requirements.
Manufactured home installations shall:
(a) Have the lowest floor elevated to or
above the design installation; (b) elevate
the home using support and anchorage
systems designed and constructed to
resist design flood loads in combination
with other storage loads; (c) construct
the support and anchorage system with
flood damage resistant materials; (d) in
A zones, use flood openings in
permanent foundation walls and in
other solid walls (excluding skirting)
forming an enclosure below the DFE, to
allow the automatic equalization of
flood levels; and (e) in V zones, elevate
the home on piles, columns, piers, or
stands that minimize obstructions below
the DFE, and use breakaway
construction for any other nonstructural walls or elements.’’
Comment: Fill is often used as a
method to elevate sites so that the
lowest floors of manufactured homes are
elevated to or above the design flood
elevation. While compaction of fill used
to elevate a manufactured home site is
an important consideration, there are
other particular considerations that are
important so that flood conditions do
not adversely affect the fill. In
particular, it is recommended that the
fill be sloped and protected with
vegetation to minimize erosion that may
undermine the home. This can be
accomplished by adding
§ 3285.101(d)(2) to read as follows:
‘‘Installation on fill. Fill placed in flood
hazard areas in order to elevate
manufactured home sites shall be
placed, compacted, and sloped to
minimize shifting, slumping, and
erosion during the rise and fall of
floodwater.’’
Comment: A new paragraph,
§ 3285.101(e), should be added to read
as follows: ‘‘Alternate Flood-Resistant
Installation Provisions. The floodresistant installation provisions
contained in NFPA 225 shall be deemed
to equal or exceed the flood
requirements of the Model Installation
Standards.’’
Comment: The only way to prevent
flood damage is by elevating the home
above the flood level on strong and
durable stabilizing devices. Performance
requirements to prevent flood damage
must be included if the Model
Installation Standards are to be
effective.
HUD Response: The final rule
continues to reference the provisions of
44 CFR 60.3(a) through (e) and Federal
Emergency Management Agency
(FEMA) 85, Manufactured Home
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Installation in Flood Hazard Areas, as
appropriate guidance for installation of
manufactured homes in areas subject to
flooding. A state or local community
may adopt more stringent performance
requirements than those specified under
the Model Installation Standards for
flood hazard areas.
Comment: § 3285.102 Design Zone
Maps. The design and construction of
the foundation and anchoring systems
addressed in part 3285 should be
compatible with the design and
construction of the home, but should
not be restricted or limited by the
outdated and obsolete design zone maps
contained in part 3280.
Comment: This section should require
that a manufactured home cannot be
installed in a higher wind zone, snow
load, or thermal zone than the home’s
original design for its initial installation.
Comment: The referenced design
maps identified in part 3280 should be
included in this section.
HUD Response: Section 3285.103(a) of
the final rule requires that prior to the
initial installation of a new
manufactured home, the installer verify
that the design and construction of the
home, as indicated on the design zone
maps provided with the home required
by the Manufactured Home
Construction and Safety Standards and
regulations, are suitable for the site
location where the home is to be
installed.
Subpart C—Site Preparation
§ 3285.201 Soil Conditions/HUD
Question. HUD sought comment on
whether the standards should require
that a minimum of six inches of soil,
including the organic material, be
removed under load bearing footings to
ensure that footings are placed on
undisturbed soil for at-grade footings.
Comment: This would seem like a
good practice in general to avoid
detrimental effects to foundation
support and anchoring systems;
however, to specify a minimum depth of
six inches of soil be removed may in
some cases be too little or in other
situations too excessive. To address this
concern, the commenters recommend
that the section be revised to indicate
that topsoil is to be removed or that atgrade footings should be installed on
undisturbed soil.
HUD Response: HUD finds the
comment to be reasonable, and the final
rule does not specify a required depth
of soil removal, thereby leaving the
determination of firm, undisturbed soil
as a site-specific matter.
Comment: § 3285.202 Soil
Classifications and Bearing Capacity.
The pocket penetrometer should be
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included as an acceptable method to
determine soil-bearing capacity. While
penetrometers are not as precise a
method for determining soil-bearing
capacity at an individual location, they
have proven to be workable devices
where multiple readings are taken at an
installation site.
Comment: The proposed rule should
offer a default approach to determine
the soil bearing capacity such as
permitted by other model codes. This
default approach used in some state and
model building codes, such as the 2003
International Residential Code,
generally recognizes a minimum soil
bearing capacity of 1500 pounds per
square foot (psf).
HUD Response: The final rule now
allows the use of the pocket
penetrometer as one of the acceptable
methods for determining soil
classification and bearing capacity and
permits the use of a 1500 psf soil
bearing capacity, unless site-specific
information requires the use of lower
values based on soil classification and
type.
Comment: § 3285.203(a) Drainage.
The section should be revised to read as
follows: ‘‘Drainage must be provided to
direct surface water away from the
home.’’ This was suggested because the
commenter believed it unnecessary to
include a ‘‘laundry list’’ of possible
problems, if proper drainage was not
provided, that was identified in the
proposed rule.
Comment: As written, subsection (b)
would be impossible to enforce within
rental communities given their layout
and design. The requirement should be
revised to provide an exemption for
homes sited within manufactured home
rental communities, or by changing the
drainage requirement ‘‘from under’’ to
‘‘away from’’ the home. Further, in
subsection (c) the first 10-foot provision
would be impossible to enforce in rental
communities, since lots only provide for
5-foot sideyards and that the
requirement should be revised to
require drainage away from the
foundation of the home for the first 5
feet.
HUD Response: The final rule has
been revised to clarify that surface water
must be directed away from the home to
prevent water build-up under the home.
Where property lines do not allow the
drainage to be diverted for the first 10
feet from the foundation, other methods
are allowed to remove the surface water.
However, statements on the adverse
affects of not removing the water have
been removed from this section, as
suggested by commenters.
Comment: § 3285.203(f) Gutters and
Downspouts. Most home manufacturers
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do not provide additional support in the
roof system in order to support gutters
and downspouts. Installation could
cause damage and take the home out of
compliance with the MHCSS. However,
if gutters and downspouts are provided,
the runoff must be directed away from
the manufactured home.
Comment: Even though the Model
Installation Standards require any
runoff from gutters and downspouts to
be diverted away from the home, not all
HUD Code homes are required to have
gutters and downspouts. If gutters and
downspouts are provided, then
installers should be required to ensure
that adequate drainage is provided.
HUD Response: The final rule has
been revised to require manufacturers to
specify in their installation instructions
whether the manufactured home is
suitable for the installation of gutters
and downspouts and if so provided, the
instructions are also to indicate that all
roof water is to be directed away from
the home.
§ 3280.204 Ground Moisture
Control/HUD Question: HUD is
concerned that excessive voids and
numerous tears in the vapor retarder can
defeat the purpose of the requirement.
Therefore, should limitations be placed
on the number and size of voids and
tears? If so, what specific limitations
would be recommended?
Comment: Some commenters
advocated that the Model Installation
Standards should state that all tears and
voids in the ground vapor retarder be
repaired. Others raised questions as to
what would constitute a minor tear or
void, as indicated in the proposed rule;
how many tears or voids would be
acceptable without repair; and how the
regulation would be consistently
enforced by states. The commenters also
suggested this was one situation where
a prescriptive provision is warranted in
the standards.
Comment: As it would be difficult to
repair tears or defects in the ground
vapor retarder around piers, the
requirement should be revised to not
require minor tears and voids at pier
locations or other support to be
repaired.
Comment: The ground vapor retarder
should be overlapped at least 12 inches
at all joints to prevent weeds and grass
from growing through deck slats, and to
minimize the likelihood of moisture
penetration.
Comment: The reference to a six
millimeter polyethylene is a
typographical error in § 3285.204(b). A
six millimeter polyethylene ground
vapor retarder would be .039″ thick, as
opposed to the six mil polyethylene that
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was intended, which would be .006″
thick.
Comment: Ground vapor retarders
should be required only in enclosed
areas and paragraph (a) should be
revised to read as follows: ‘‘(a) If space
under the home is to be enclosed with
skirting or other material, a vapor
retarder is required in the following
situations: (1) In humid regions (this
region is considered to follow the very
heavy termite infestation probability
map, reference in the HUD Sept., 1996
PFGMH); (2) in situations where the
crawlspace soil elevation is below the
natural surrounding surface elevation
(i.e., pit set applications); (3) in
installations where concrete decks,
retaining walls or other solid barriers
prevent venting on more than one side
(refer to § 3285.505).’’
HUD Response: Section 3285.204 of
the final rule does not permit any voids
or tears in the ground vapor retarder,
requires all joints to be overlapped at
least 12 inches, and allows the vapor
retarder to be installed around or over
footings and other obstructions, as
suggested by the commenters. The final
rule also corrects the typographical error
in the proposed rule in paragraph (b) by
requiring the thickness of the vapor
retarder to be a minimum of six mil
polyethylene sheeting. The final rule
also clarifies that all enclosed and
skirted areas are to be provided with a
ground vapor retarder, except in arid
regions and areas for open porches,
decks, and recessed entries.
Subpart D—Foundations
Comment: § 3285.301(b) Alternative
Foundation Systems. The requirement
that foundations that are not of the pier
and footing type are to be designed by
a professional engineer increases costs
to the consumer.
Comment: It is unnecessary for a
professional engineer or architect to be
consulted for site preparation, if the
manufacturer’s manual does not cover
the specific conditions for the site,
because every manual has been
reviewed by the industry’s national
association and it always contains some
information with regard to site
preparation. If not, the LAHJ can be
looked to for any other conforming
requirements.
Comment: § 3285.301(b) et al. The
proposed rule’s requirements for
‘‘acceptable engineering practice’’ are
too broad to ensure uniformity. As
written, the commenter finds four
problems with the proposed language:
(1) It suggests that all aspects of design
require registered professionals, (2) the
standard is not specific to the design
and construction of manufactured
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homes, (3) it is not specified where the
professional has to be registered, and (4)
it will increase costs because services of
engineers and architects will be
required for each installation rather than
having the manufacturer provide the
information universally. The commenter
proposes to change the language to
read, * * * Must be prepared by the
manufacturer or by a registered
professional engineer or a registered
architect in accordance with the
manufacturer’s home design and the
Manufactured Home Construction and
Safety Standards (3280).’’ [Same
comment for §§ 3285.301(d),
3285.306(c), 3285.310(c), 3285.312(c)(1)
and (2), 3285.314(b), 3285.401(b) and
(b)(2), 3285.402(c)]
Comment: § 3285.301(c) General.
Most registered professional engineers
or registered architects are not aware of
the federal standards or how
manufactured homes are designed and
constructed. They are also unaware of
critical areas of support. If the designs
fail, the federal program has no
authority over these outside
professionals.
HUD Response: The requirements for
the use of professional engineers or
architects to certify various aspects of
the manufacturer’s installation
instructions for foundation and
anchoring support, including alternative
foundation systems, are retained in the
final rule and are no different than what
is currently required for certification of
this information under the
Manufactured Home Construction and
Safety Standards. In addition, one of the
responsibilities of a professional
engineer or registered architect is to
understand all aspects of any design,
including critical areas of support,
before certifying that it complies with
the appropriate standards or
requirements. The installer must have
the professional engineer’s or registered
architect’s design approved by the
manufacturer and its DAPIA prior to
installation. DAPIA approval is
necessary to enable HUD to enforce
such modifications to the
manufacturer’s installation instructions.
Comment: Installation Instructions for
Perimeter and Permanent Foundations/
HUD Question: Should manufacturers
who design their manufactured homes
to be installed on perimeter or
permanent foundations, in addition to
pier, footing, and anchor foundations,
be required to also provide DAPIAapproved installation instructions for
perimeter and/or permanent
foundations and the pier, footing, and
anchor systems?
Comment: Additional DAPIAapproved instructions for other
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foundation systems, including perimeter
or permanent foundations, should not
be required if a manufacturer has
complied with either engineered plans
or state-established standards for
permanent foundations.
HUD Response: DAPIA-approved
installation instructions are required to
be provided by manufacturers under
section 605(b) of the Act. The final rule
indicates that foundation systems that
are not of pier and anchor type
configurations may also be used, when
substantiated by engineering design as
being capable of resisting the design
loads in the Manufactured Home
Construction and Safety Standards. If
alternative foundation designs are not
provided in the installation instructions
and are desired or needed for sitespecific conditions, installers are
required to first contact manufacturers
to obtain variations to the instructions
or, if not available from the
manufacturer, to use a design prepared
by a professional engineer or architect
(§ 3285.2(c)). The installer must have
the professional engineer’s or registered
architect’s design approved by the
manufacturer and its DAPIA prior to
installation. DAPIA approval is
necessary to enable HUD to enforce
such modifications to the
manufacturer’s installation instructions.
Comment: § 3285.301(a) General.
The design of the foundation system
should not be limited to the design
loads required by the Manufactured
Home Construction and Safety
Standards, as indicated on the home’s
data plate. Presently, manufactured
homes are not designed for flood loads,
but foundation and anchorage systems
sited in flood hazard areas should be
capable of resisting flood loads.
Similarly, manufactured homes are not
presently designed for seismic forces,
but foundation and anchorage systems
installed in areas subject to earthquake
forces should be capable of resisting
seismic loads. To remedy the above
concerns, the section should be revised
to read as follows: ‘‘(a) Foundations for
manufactured home installations must
be designed and constructed in
accordance with this subpart and must
be based on site conditions, home
design features, and the greater of (1) the
loads the home was designed to
withstand as shown on the home’s data
plate, and (2) design loads specified
elsewhere in these Standards or by the
LAHJ or state.’’
HUD Response: Under the final rule,
states and localities are not prevented
from establishing and enforcing seismic
requirements or higher design
requirements for foundations and
anchorage to resist flood loads.
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Comment: Test Protocol for
Alternative Foundation Systems/HUD
Question: What specific requirements
should be included in the national test
protocol for alternative foundation
systems protocol referred to in the
proposed Model Installation Standards?
Comment: It would be best to delay
providing any specific considerations or
testing requirements in the final rule,
because the MHCC has been tasked to
develop a recommended test protocol
for proprietary foundation systems.
Further, any proprietary system can be
evaluated by a manufacturer and
included, at its option, in the
installation manual, subject to DAPIA
approval.
Comment: Currently a de facto,
nationally recognized protocol exists,
which has been extensively used to
evaluate most of the alternative
foundation systems on the market.
HUD Response: Section 3285.301(d)
of the final rule includes provisions for
a nationally recognized testing protocol
for proprietary foundation systems or
alternatively requires proprietary
foundation system designs to be
prepared or tested by a registered
professional engineer or registered
architect. Efforts are underway by the
MHCC to develop recommendations for
a national testing protocol, which will
be considered by the Department of
Housing and Urban Development upon
its completion. Presently, states that are
operating an installation program have
differing requirements for the testing of
proprietary foundation systems, and
there is no universally accepted de facto
method for testing, as suggested by one
of the commenters.
Comment: § 3285.302 Installation of
Manufactured Homes in Flood Hazard
Areas. Manufacturers should be
required to either include flood-resistant
considerations in their foundation
specifications (and state the conditions
under which the specifications are
applicable in terms of specific ranges of
velocities, depths, and wave action), or
state that their foundation specifications
do not address flood loads and shall not
be used in flood hazard areas.
HUD Response: Section 3285.302 of
the final rule requires that the
installation instructions identify
whether the foundation specifications
have been designed or not designed for
flood-resistant considerations.
Comment: § 3285.303(b)(1)
Acceptable Piers-Material
Specifications. The section should be
revised to read as follows: ‘‘Piers are
permitted to be concrete blocks,
pressure-treated wood treated with a
water-borne preservative in accordance
with AWPA Standard U1 for Use
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Category 4B ground contact
applications, or adjustable metal or
concrete piers.’’
HUD Response: Section 3285.301(b)
of the final rule has been revised in
accordance with the above comment to
reference a more current standard
permitting the use of water-borne
preservatives for pressure treatment of
wood members.
Comment: § 3285.303 Piers/HUD
Question: Should the Model Installation
Standards include other design
characteristics or standards for
manufactured piers such as protection
from the elements, material
specifications, a testing protocol, or
listing and labeling requirements?
Comment: Piers and other support or
anchorage devices should be designed
and constructed to resist weathering,
corrosion, and deterioration with
minimal maintenance and upkeep on
the part of the owner. This is especially
important in coastal areas where salt
spray corrosion is present, and in flood
hazard areas where the supports and
anchorage are subject to inundation.
Comment: Manufactured piers are
designed to withstand certain loads and,
as long as the home manufacturer
provides the loading requirements at
each intended pier location, a
manufactured pier that is capable of
resisting those loads should be
acceptable for use.
Comment: The proposed rule
specifies that manufactured home piers,
other than concrete masonry units or
steel jack stands, be listed and labeled
for the required vertical loads and
appropriate lateral loads. This appears
to be a performance-based requirement.
There does not seem to be any reason
to provide a laundry list of design
conditions. HUD should maintain the
status quo until some nationally
recognized material/testing protocol can
be developed.
HUD Response: The proposed rule
did not exclude metal stands or piers
from the requirement to be listed and
labeled, as suggested by the commenter.
This is further clarified in § 3285.308 of
the final rule, which requires that any
metal pier or other type of manufactured
pier be listed, meet the pier load
requirements of the Model Installation
Standards in § 3285.303, and be
protected against weather deterioration
and corrosion.
Comment: § 3285.303(d) Pier Loads.
The word ‘‘poured’’ should be deleted,
as it suggests that the footers for piers
loads need to be poured.
HUD Response: The term ‘‘poured’’
has been deleted in the final rule.
Comment: § 3285.303 Tables 1, 2,
and 3. The Tables are confusing and
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should be simplified by retaining only
the ‘‘Pier and Footing Load’’ column
and by deleting all references to the
16″x16″ concrete footing /pyramid
layout method in the Tables and by
deleting Figure C to § 3285.312 in its
entirety.
Comment: The footnotes in the tables
should indicate that flood or seismic
loads were not considered in developing
the tables and that the tables should not
be used in determining foundation
requirements in flood hazard areas or
seismic hazard areas.
HUD Response: The Tables in the
final rule have been revised to delete the
references to footing layouts, and Figure
C to § 3285.312 has also been deleted in
the final rule. A footnote has also been
added to each of the Tables in the final
rule indicating the Tables do not
consider flood hazard or seismic design
load requirements.
Comment: § 3285.304 Pier
Configuration. There are a number of
inconsistencies between the text in this
section and Figures A and B to
§ 3285.306 with regard to cap thickness,
size, and material callouts and
specifications; shim size, use, thickness,
and orientation; and gaps between the
main chassis beam and foundation
support system specifics.
HUD Response: Figures A and B and
the text of this section have been revised
in the final rule to address comments
regarding inconsistencies between them
in cap requirements (i.e., 1⁄2″-steel plate
thickness has been used in both the text
and Figures in the final rule), by
requiring wood shims to be hardwood
and by clarifying alternatives for filling
gaps.
Comment: § 3285.305 Clearance
Under Homes/HUD Question: Should
the Model Installation Standards
include minimum clearances in areas
such as those required for access or
inspection?
Comment: A minimum clearance
under a home is required to install and
inspect utility connections, bottom
board repairs, etc. All of the area
underneath a home should be accessible
for that, and even if there are no utility
connections in an area, bottom board
repairs may still need to be made onsite.
Comment: A 12-inch minimum
clearance should be maintained beneath
the lowest member of the main frame
and the ground under 100 percent of the
home.
HUD Response: The final rule
requires a minimum clearance of 12
inches under the home to the ground,
including areas between the lowest
point of the frame and the grade.
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Comment: § 3285.306(b) Frame Piers
36 Inches to 80 Inches and Corner Piers.
The MHCC and other commenters stated
that mortar should not be required,
unless specified in the manufacturer’s
installation instructions. Further, if
mortar is required for all frame or corner
piers between 36 inches and 67 inches
in height, it would add unnecessary
costs to the installation of the home.
Comment: When concrete block piers
are required to use mortar, the type of
mortar should be indicated in the
standards.
Comment: Section 3285.306(a)(5)
should be changed to read as follows:
‘‘Mortar is not required if a solid 4″ cap
block is placed on top of the hollow
masonry blocks and the pier is not being
considered as an anchoring point,
unless otherwise specified in the
installation instruction or required by a
registered engineer or registered
architect.’’
HUD Response: Paragraphs (a), (b),
and (c) of § 3285.306 of the final rule
have been revised to indicate that the
use of mortar is only required when
specified in the manufacturers
installation instructions or required in
designs prepared by a professional
engineer or registered architect.
Comment: § 3285.306(b)(2). The
Model Installation Standards should
address offsets in piers over 36″ in
height and the maximum tilt of piers
from vertical for piers of any height.
HUD Response: Horizontal offsets for
piers over 36″ and up to 67″ in height
are limited to 1″ in § 3285.306(b)(1) of
the final rule.
Comment: Figure B to § 3285.306
Typical Footing and Pier Installation,
Double Concrete Block. The maximum
pier height of 80 inches should be
reduced to 67 inches, because the tiedown charts provided in this standard
are limited to 67’’ and pier designs
greater than 67’’ in height will require
independent engineering designs.
HUD Response: The requirements for
frame and corner pier height in Figure
B and the text of the final rule have been
reduced from 80 inches to 67 inches to
be consistent with other tables and
figures in the Model Installation
Standards.
Comment: § 3285.309 Elevated
Homes. Since information is provided
for designing tie-downs and piers up to
67’’ high, the ‘‘one-fourth of the area of
a home’’ requirement should be deleted.
HUD Response: The provisions for
elevated homes have been deleted in the
final rule, as recommended by the
commenters. A professional engineer or
registered architect would be required to
prepare designs that exceed 67″ in
height or for other conditions not
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specifically addressed by these Model
Installation Standards.
Comment: § 3285.310 Figures/Tables
for Marriage Line Pier Supports
(Generally). The manufacturer’s
installation manual would be easier to
reference for these requirements rather
than the specifications, Tables, and
Figures in the proposed rule.
HUD Response: As recommended by
the MHCC and others, the Tables,
Figures, and specifications are needed
to establish the minimum requirements
and guidance needed for preparing
manufacturer’s installation instructions.
Comment: § 3285.310 Typical MateLine Column Pier and Mating Wall
Support. Footnote 1 of Figure A to
§ 3285.310 requires all footings to
extend below the frost line depth. This
requirement is inconsistent with
§ 3285.312(c), which allows footings to
be located at grade, when insulated
foundation systems are used in areas
subject to freezing. Instead, Footnote 1
should be revised to reference
§ 3285.312(c) for footing requirements in
frost-heave susceptible soils. This same
comment also applies to Figure B.
Comment: Figure A to § 3285.310
Typical Mate-Line Column Pier and
Mating Wall Support When Frame-Only
Blocking is Required and Figure B to
§ 3285.310 Typical Mate-Line Column
Pier and Mating Wall Support When
Perimeter Blocking is Required. For
locations more than two feet from the
perimeter of the home, the frost line
depth should be one half of that
required for perimeter footings, because
temperatures under the home are not
low enough to cause severe soil frost
line conditions.
Comment: The pier capacity indicated
in Footnote 3 for single dry stack
concrete block piers should be reduced
from 10,000 lbs. to 8,000 lbs., while
another commenter recommended the
capacity be reduced even further to
5,725 lbs.
Comment: Footnote 6 for Figure A
and Footnote 4 for Figure B should be
revised to indicate that pier or other
supports are required for any opening
48″ or greater at either the mate-line or
the side wall.
HUD Response: Footnote 1 of the
Figures A and B to § 3285.310 in the
final rule have been revised to indicate
that the bottom of the footings must
extend below the frost line depth,
unless designed for placement above the
frost line. In addition, alternatives to
locating footings below the frost line,
such as by using an insulated
foundation system, are provided in
§ 3285.312(b) of the final rule. Other
footnotes to the figures in § 3285.310
have been revised, as recommended by
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the commenters to indicate that pier
supports are required for any opening of
48’’ or greater. The footnotes to the
figures have also been revised by
reducing the maximum load permitted
on a single stack concrete block pier
from 10,000 lbs. to 8,000 lbs., as
determined by HUD’s analysis.
Comment: § 3285.310(b). Paragraph
(b) should be revised to read, ‘‘(b) Mateline and column pier supports must be
in accordance with this subpart and
consistent with Figures A through C to
this section or located and sized to
withstand the loads provided by the
home manufacturer for the specific
home.’’
HUD Response: Paragraph (b) has
been revised in the final rule to indicate
that the mate-line column and pier
supports are required to be in
accordance with the provisions of
Subpart D, unless the pier support and
footing configuration is designed by a
registered professional engineer or
architect.
Comment: § 3285.311 Required
Perimeter Supports. Piers are not the
only means of perimeter support; other
means such as additional outriggers or
floor joists should also be permitted.
Comment: The reference to wood
stoves should be changed to fireplace
stoves, since wood stoves have not been
used in manufactured homes for many
years.
Comment: References in § 3285.311(b)
to Tables 1 and 3 should be deleted,
because only Table 2 addressed the use
of perimeter piers.
Comment: In recognition of
mountainous areas where snow loads
are greater than 40 psf, a new paragraph
(c) should be added to read, as follows:
‘‘Perimeter support in accordance with
manufacturer’s installation instructions
may be required for roof loads in excess
of 40 psf.’’
HUD Response: Section
3285.311(a)(2) of the final rule provides
for other means of perimeter support,
such as by additional outriggers or floor
joists, and requires the sizing of pier and
footing supports to consider the
additional loads from these alternative
supports. The final rule has also been
revised to change the term ‘‘wood
stoves’’ to ‘‘fireplace stoves’’ to be
consistent with the Manufactured Home
Construction and Safety Standards. For
roof live loads in excess of 40 psf or
greater, a professional engineer or
architect must determine the maximum
sidewall opening that is permitted. In
addition, the references to Tables 1 and
3 have been deleted in the final rule, as
recommended by the commenters.
Comment: § 3285.312(b)(1)(i)
Footings; Acceptable Types of Footings
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Concrete/HUD Question: Should the
Model Installation Standards provide
minimum steel reinforcement
specifications for cast-in-place footings?
Comment: There should be minimum
requirements for steel reinforcement of
footings to prevent footing damage or
failure.
Comment: Footing design, including
the amount and size of steel
reinforcement, should be left up to the
registered professional engineer or
architect preparing the design.
Comment: Steel reinforcement
specifications for cast-in-place concrete
footings are not necessary for inclusion
in Model Installation Standards, since
these are specified by the manufacturer
and would exceed the minimum
standard requirements.
HUD Response: Section
3285.312(a)(1)(ii) in the final rule has
been revised to indicate that sitespecific soil conditions may require the
use of reinforcing steel for design of
cast-in-place footings.
Comment: § 3285.312(b)(1)(i)
Acceptable Types of Footings. Concrete.
The requirement for four-inch nominal
precast concrete pads to have a 28-day
compressive strength of at least 4,000
psi is inconsistent with the industry
practice of using 1,200 psi. Further,
there is no explanation or engineering
rationale provided as to why 1,200 psi
cannot be used, and 4,000 psi precast
footing pads are not currently available.
The standard should be set at 1,200 psi
and the same revision should be made
to Figure C to § 3285.312.
Comment: The word ‘‘must’’ should
be stricken from § 3285.312(b)(1) to
allow concrete footings to be either
precast or poured-in-place, or both.
HUD Response: The final rule has
been revised to reduce the 28-day
minimum compressive strength for
precast concrete footings from 4,000 psi
to 1,200 psi, in accordance with the
recommendations of the commenters.
While the rule permits either precast or
poured-in-place concrete footings,
because of different settlement rates for
the different types of footings, the use of
both at a particular site is limited to a
design approved by a registered
professional architect or engineer.
Comment: § 3285.312(b)(2) Footings;
Pressure-Treated Permanent Wood. This
subsection should be reorganized into:
(i) Physical requirements, (ii) treatment
requirements, and (iii) field treatment of
cut ends. The subsection, as designed
and combined by the commenter, would
read: ‘‘(2) Pressure-treated Wood. (i)
Pressure-treated wood footings shall
consist of a minimum of two layers of
nominal 2″ thick pressure-treated wood,
or a single layer of pressure-treated
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plywood with a minimum thickness of
three-quarters of inch and a maximum
size of 16″x16″, or, for larger sizes two
pieces of nominal three-quarter inch
thick plywood. Plywood shall be
American Plywood Association-rated
sheathing, Exposure 1 or Exterior in
accordance with PS1. (ii) Pressuretreated lumber and plywood shall be
treated with a water-borne preservative
in accordance with American Wood
Presservers’ Association standard U1 for
Use Category 4B ground contact
applications. (iii) Cut ends of pressuretreated lumber shall be field treated in
accordance with AWPA M4–02.’’
HUD Response: Section
3285.312(a)(2) of the final rule for
pressure-treated wood footings has been
revised, in accordance with the above
recommendations.
Comment: § 3285.312(b)(3)
Acrylonitrile Butadiene Styrene (ABS)
Footing Pads/HUD Question: Should
ABS footing pads be listed and what
type of criteria should be contained in
the Model Installation Standards to
ensure the products are durable and can
be adequately and uniformly evaluated
for review and approval?
Comment: ABS footing pads should
be certified for use by soil classification.
ABS or other plastic type footing pads
tend to deflect more in sandy soil
conditions.
Comment: ABS footing pads are
currently being approved and used and
should be permitted under the Model
Installation Standards. States should
continue to be responsible for
determining the appropriate criteria and
approval procedures for use of ABS
footing pads until a nationally
recognized material/testing standard is
developed.
Comment: The proposed rule does not
mention that any limitations for use of
ABS pads in areas subject to freezing or
frost.
Comment: ABS footing pads must be
approved for the permitted load and soil
bearing capacity since there are no
requirements for listing or labeling.
HUD Response: Section
3285.312(a)(3) of the final rule permits
the use of ABS footing pads, but
requires they be listed and labeled as to
their load capacity and adds the
requirement that they also be certified
for use in the soil classification at the
site.
Comment: § 3285.312 Footings. Any
type of interior supports and pads that
are deemed appropriate by the
manufacturer should also be acceptable
for use on interior supports of
permanent foundations, where any
material longevity issues are satisfied.
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HUD Response: A new paragraph,
(a)(4), has been added to this section in
the final rule to allow the use of other
materials for footing pads, provided
they are listed for such use and meet all
other applicable requirements for
footings in this subpart.
Comment: § 3285.312(c) Placement
in Freezing Climates. DAPIA-approved
installation manuals should indicate
that all footings must extend below the
frost line or be protected from the effects
of frost heave.
Comment: Why are frost depths not
established in the Model Installation
Standards as they are in other model
building codes, and instead determined
by the LAHJ?
Comment: The requirements for
monolithic slab systems and insulated
foundations in paragraphs (2) and (3)
should be revised to permit the design
to be prepared by a registered
professional engineer or registered
architect using acceptable engineering
practice to prevent the effects of frost
heave or in accordance with SEI/ASCE
32–01, rather than requiring compliance
to both of the above provisions. The
commenters indicated that for
monolithic slabs and insulated
foundations there should be two ways to
obtain approval, to avoid increasing the
cost of installation.
Comment: The reference to the SEI/
ASCE 32–01 design criteria should not
be included because it is too stringent
and would not allow perfectly
acceptable installation alternatives to be
used. Further, any installation system
outlined by the manufacturer that meets
or exceeds the requirements contained
in the Model Installation Standards, is
approved by a registered engineer, and
provides for protection from the effects
of frost heave should be allowed.
Comment: If only SEI/ACSE 32–01 is
referenced, it may effectively eliminate
any type of insulated skirting system
from being used to permit pier footings
to be above the frost line.
Comment: Four field test reports
appeared to indicate that alternative
strategies could be used to protect
manufactured home foundation systems
in freezing climates without requiring
the foundations to be embedded below
the frost line or conform to SEI/ASCE
32–01. The above-referenced tests have
shown that insulated skirting materials
can keep the ground under the home
above freezing temperatures.
Comment: Requiring monolithic slabs
to be approved by a registered
professional engineer or a registered
architect will have the consequence of
adding thousands of dollars in costs to
the purchase price of homes placed in
manufactured home communities, not
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to mention the additional costs resulting
from either the relocation of, or damage
and disruption to, the underground
utility infrastructure such as water and
sewer lines, electric supply lines, and
cable and telephone lines.
Comment: Manufactured home landlease communities do not have any
flexibility in being able to shift a home
even a few inches on a lot to avoid the
intersection of the frost-free foundation
system with the existing infrastructure.
Further, frost-free foundation systems
would require state-mandated lease
agreements to be modified to reflect
who the responsible party will be if a
home’s concrete slab needs to be
removed for emergency repairs or for
maintenance work to the park’s
infrastructure beneath the home. In
addition, digging frost-free foundations
could cause damage to existing utility
services. Further, land-lease
communities have allowed
manufactured homes to be supported
upon concrete block piers resting on
either concrete ‘‘ribbons’’ or on concrete
pads under the home. These systems
have proven successful and provide an
affordable alternative to supports
embedded within the soil, if proper
skirting and flexible utility connections
were properly installed. The provisions
of the proposed HUD standards
requiring supports to be installed to or
below frost depth should be limited to
apply only to those homes permanently
installed as real estate.
Comment: If it is determined that
interior footings at crawl space finished
grade, or at least at a reduced depth, are
appropriate in frost climates on
perimeter-insulated foundation designs,
then this determination should also
extend to permanent foundations.
Placing all interior footings at frost
depth below grade is unnecessary and
will make manufactured homes less
affordable, as the cost is estimated to be
between $3,000 and $5,000.
HUD Response: The need to protect
foundation and anchorage systems
against the effects of frost heave is now
specifically referred to in §§ 3285.312(b)
and 3285.404 of the installation
standard. HUD believes that, due to
local variability in frost depth locations,
local municipalities are the best sources
for this information, and HUD will
allow frost depth to be determined by
the LAHJ in the final rule. Other costeffective alternatives are permitted in
the final rule, such as monolithic slabs
and insulated foundation systems,
provided they are designed in
accordance with either accepted
engineering practice to address the
effects of frost heave or in accordance
with the SEI/ASCE 32–01, Design and
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Construction of Frost-Protected Shallow
Foundations. By permitting the use of
these alternative methods and not
requiring foundations to be placed
below the frost line, HUD believes that
problematic situations with utilities and
in existing land-lease communities, as
described by the commenters, are
reduced.
Comment: Figure A to § 3285.312
Typical Blocking Diagram for Single
Section Homes. Footnote 4 of this figure
should be revised by changing the
reference from ‘‘atrium doors’’ to
‘‘sliding glass doors,’’ to maintain
consistency with other requirements in
the Model Installation Standards.
HUD Response: Footnote 4 has been
revised in the final rule to refer to patio
doors and sliding glass doors instead of
atrium doors.
Comment: Figure C to § 3285.312
Footing Configuration Layout Designs.
Figure C should be deleted from the
final rule, since it is based on 16″ x 16″
footing pads; stacked footer layouts that
could lead to poor foundation
performance and that are inconsistent
with the size and thickness of footing
pads (i.e., 2′ x 2′ pre-cast concrete pads)
typically used in installing
manufactured homes. In addition, the
use of footing layout configurations is
overly conservative, not cost-effective,
and should not be used as a minimum
standard.
HUD Response: HUD agrees with the
commenters, and Figure C has been
deleted from the final rule.
Comment: § 3285.314 Permanent
Foundations/HUD Question: Should the
Model Installation Standards include a
definition and expanded requirements
for permanent foundations? If so, what
specifics should be considered and
included in the Model Installation
Standards?
Comment: The model (minimum)
standard should not require
manufacturers to provide DAPIAapproved designs for permanent
foundations. This would be an added
extra cost to these producers for
complying with a requirement that their
buyers may not even wish to consider.
Comment: The model standard should
make no mention of anything
concerning how mortgage lenders or
others can establish financing eligibility
requirements for permanent
foundations. This is for the financial
institutions to decide, and this standard
needs to stay focused on providing a
model installation standard. Financing
options are outside the scope of the rule,
and such references should be deleted.
Comment: A permanent foundation
under a HUD-Code home should be
subject to the same requirements as any
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modular, panelized, or stick-built home
under an LAHJ.
Comment: Without a clear definition
for a permanent foundation, how will it
be determined whether the proposed
permanent foundation is adequate?
Comment: ‘‘Designs for permanent
foundations (such as basements, crawl
spaces, or load-bearing perimeter
foundations) may be permitted to be
obtained from the home manufacturer,
or designed by a registered professional
engineer or architect, and constructed in
accordance with local building code
requirements.’’ This is the proper
performance-based language for any
section on permanent foundations.
Comment: HUD has materially
deviated from the intent of the MHCC
language by allowing states and
localities to mandate that permanent
foundations be used.
Comment: HUD should permit states
or local governments to impose
requirements for homes on permanent
foundations in accordance with local
governing codes, as long as the design
exceeds the model standard, and HUD
should not limit mortgage lenders from
establishing financing eligibility
requirements or underwriting standards
that provide greater protection than the
model standard.
Comment: Section 3285.314(a) should
be deleted and replaced with, ‘‘The
placement of a manufactured home on
a permanent foundation must be in
accordance with state [or LAHJ]
requirements, installed in accordance
with the listing by a nationally
recognized testing agency based on a
nationally recognized testing protocol,
or installed in accordance with the
manufacturer’s approved permanent
foundation installation instructions and
in all cases, based on the home’s design
and load requirements of the
Manufactured Home Construction and
Safety Standards.’’
HUD Response: As suggested by a
majority of the commenters, the
requirements for permanent foundations
have been deleted in the final rule.
HUD’s decision was based on a number
of factors, including: (1) Under the Act,
states and local governments are not
restricted from establishing specific
requirements for permanent
foundations, provided they comply with
the minimum requirements of the
Model Installation Standards; (2)
Mortgage lenders are not governed by
the Model Standards; (3) HUD believes
that these requirements may be better
addressed as part of the national test
protocol for alternative foundations
referred to in § 3285.301(d) that HUD is
developing together with the MHCC.
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Comment: § 3285.315 Special Snow
Load Conditions. The MHCC language
regarding ramadas is preferable to that
used in the proposed rule, because HUD
unnecessarily limits the use of ramadas
to areas where the snow load exceeds 40
psf. Commenter asks why couldn’t a
ramada be used on a home with a 20psf roof where the snow load is 30 psf?
Also, the MHCC language of ‘‘self
supporting’’ is much clearer as to the
intent than is the HUD language.
HUD Response: The final rule is
revised to clarify that ramadas are to be
self-supporting. HUD’s installation
program regulations will address
requirements for placement of homes in
accordance with the design
requirements for roof loads and other
geographic variations as indicated on
the home’s data plate.
Subpart E—Anchorage Against the
Wind
Comment: § 3285.401(c). This section
lacks sufficient detail as to the
information that needs to be included in
the manufacturer’s installation
instructions for anchor assembly type
installations. Areas that need to be
addressed include: strap attachment,
strap angle, stabilizing plates, protection
at the sharp corners, longitudinal
anchoring methods, and alternative
anchoring methods.
HUD Response: A new paragraph (d)
has been added in the final rule to
clarify that all of the information is
required to be provided for anchor
assembly type installations.
Comment: § 3285.401(a–c)
Anchoring Instructions. The Maximum
Diagonal Tie-down Strap Spacing
Tables for determining anchorage
requirements to resist wind loads in
§ 3285.401 are intended for use under
specific circumstances. Since flood or
seismic loads are not considered in the
tables, a new footnote should be added
at the end of each table to read as
follows: ‘‘The maximum heights and
strap spacing specified in the table
assume no flood or seismic loads acting
on the foundation or home. These tables
shall not be used in flood hazard areas
or seismic hazard areas. In these areas,
the foundation and the anchorage
design shall be specified by a registered
engineer or professional architect.’’
HUD Response: The tables have been
relocated to § 3285.402 in the final rule.
A footnote has been added to each table
indicating that flood or seismic loads
have not been considered and that the
tables are not intended for use in flood
or seismic hazard areas. In those areas,
the anchorage system must be designed
by a registered professional engineer or
architect.
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Comment: § 3285.401(c). The current
wording sounds as if a home MUST be
installed to the design loads. The
language should be changed to read as
follows: ‘‘(c) All anchoring and
foundation systems must be capable of
meeting the loads required by part 3280,
Subpart D of the Manufactured Home
Construction and Safety Standards
(MHCSS), for the area in which the
home is located. The home’s design
must be based on the loads shown on
the data plate, or higher.’’ Another
commenter indicated that this provision
would be unnecessarily burdensome
and costly for foundation and anchoring
requirements, if a home is to be sited in
a roof load zone or wind zone that had
less restrictive design load requirements
than the home had been designed to
resist.
HUD Response: An exception has
been added to this section in the final
rule to indicate that when manufactured
homes are installed in less restrictive
roof load zone and wind zone areas,
they may have foundation or anchorage
systems that are capable of meeting the
lower design load provisions of the part
3280 standards. However, this is
conditioned upon the availability of
either a design for the lower
requirements in the manufacturer’s
installation instructions or having a
foundation and anchorage system
designed for the lower requirements by
a professional engineer or registered
architect.
Comment: § 3285.401(d) Anchoring
Instructions. A new paragraph should
be added to 3285.401: ‘‘Compliance
with the wind requirements of NFPA
225 shall be deemed to comply with
3285.401(a) through 3285.401(c).
HUD Response: This comment was
not accepted, as the requirements in the
final rule for anchoring are different in
certain respects than those contained in
NFPA 225.
Comment: § 3285.402(a) Ground
Anchor Installations. The definition for
‘‘ground anchor’’ should be changed to
‘‘ground anchor assembly,’’ as all
portions of the anchor, anchor head,
bolts and nuts, stabilizer plates, etc.,
should be protected from corrosion.
HUD Response: A new definition for
anchor assembly is included in the
revisions to parts 3280 and 3285.
However, the final rule also contains a
separate definition for ground anchors.
Comment: § 3285.402(a). The
requirements for a nationally recognized
ground anchor test protocol should not
be finalized until the MHCC
recommendations for the test protocol
are finalized and presented to HUD for
its consideration.
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Comment: Proposed changes to
ground anchor testing methods are not
necessary because the testing protocols
currently in place have worked well for
many years. Failures are not a result of
test requirements; they are a result of
not following installation instructions.
Changing the testing requirements
would result in higher costs to
homeowners.
Comment: The rule does not address
the capacity of ground anchors in wet or
saturated soil. The lack of specific test
standards and protocols in the rule will
result in the actual performance of
different anchors under the same
conditions to vary greatly. This will
impact the ground anchor spacing
provided in the rule.
Comment: Minimum spacing of
anchors is not a requirement in the
current anchor test protocol being
developed by the MHCC Installation
Subcommittee and should be
considered.
HUD Response: HUD disagrees with
the comment that a national testing
protocol is not needed, because anchor
performance is dependent on a number
of factors, including soil strength, angle
of pull, and size of the stabilizer plate,
which are not consistently being
evaluated due to the unavailability of a
national testing requirement.
Recommendations for a nationally
recognized testing protocol for anchors
referred to in § 3285.402(a) of the final
rule are currently being developed by
the MHCC, and when completed, are
expected to address testing and
certification of anchors in saturated
soils.
As part of HUD’s current research
program to evaluate the MHCC draft
testing proposal and make
recommendations for a national test
method for anchoring systems, anchor
resistance, and behavior when anchors
are located in close proximity to each
other will also be considered.
During the interim, anchors are
required to be capable of resisting an
ultimate load of at least 4,725 pounds
and a working load of at least 3,150
pounds in any soil type or classification,
including saturated soils, unless
reduced ground anchor or strap
capacities are used, as permitted in the
final rule.
Comment: 3285.402(b)(1) Ground
Anchors. Ground anchors must be
required to be installed to their full
depth because when ground anchors are
tested they are installed to their full
depth.
HUD Response: Section 3285.402(b)
of the final rule has been revised to
require that ground anchors be installed
to their full depth. Ground anchors that
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are not installed to their full depth have
significantly reduced resistance to
lateral, longitudinal, and uplift forces.
Comment: § 3285.402 Ground
Anchor Installations. This section of the
proposed rule would require
galvanizing of ground anchors, anchor
equipment, and stabilizing plates to be
zinc-coated in all instances. This is
inconsistent with § 3280.306(g) of the
Manufactured Home Construction and
Safety Standards that permit anchoring
equipment to have a resistance to
weather deterioration at least equivalent
to that provided by a coating of zinc on
steel of not less than 0.30 oz./ft2. It also
would preclude other acceptable forms
of acceptable corrosion protection from
being used, such as stainless steel,
epoxy coatings, and even mill
galvanizing, which are acceptable
methods of corrosion protection in the
site-building industry. Has HUD
considered the economic impact of
requiring all anchoring equipment to be
zinc coated?
Comment: Not all ground anchor
assemblies will require the use of steel
stabilizer plates. If a ground anchor
assembly is tested to be listed or
certified according to the Ground
Anchor Test Protocol currently under
consideration by the MHCC
Subcommittee on Installation, that
design should be able to be listed as a
certified anchor assembly under that
section.
HUD Response: HUD agrees with the
commenters and § 3285.402(c)(2) of the
final rule has been revised to indicate
that if metal stabilizer plates are used,
they must be provided with protection
against weather deterioration and
corrosion at least equivalent to that
provided by a coating of zinc on steel
of not less than 0.30 oz./ft2 of surface
coated. This paragraph of the final rule
also indicates that ABS stabilizer plates
may be used when listed and certified
for such use.
Comment: § 3285.402 Ground
Anchor Installations. Longitudinal
Anchoring. Longitudinal anchoring
should not be required in wind zone 1
locations.
Comment: A figure illustrating the
installation of longitudinal anchors and
tie-down straps should be provided
showing the correct and incorrect
methods of attachment of the tie-down
straps to the chassis beams, as indicated
in note 2. Also, further illustrations
should be included to show the correct
and/or incorrect methods of ground
anchor installations, such as stabilizer
plates, strap attachment (swivel strap,
frame tie w/hook, frame tie w/buckle),
proper strap tensioning, and concrete
slab anchors.
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Comment: Section 3285.402(b)(2) is
overly prescriptive and restrictive and
should be modified to permit panbracing or other types of bracing
systems to be used for longitudinal
anchoring. The standard should be
modified to permit pan-bracing systems
to be used, unless there is data
indicating such systems are insufficient
for this purpose.
HUD Response: Longitudinal
anchoring is required to be provided to
resist the design wind forces in all wind
zones in the final rule based on the
recommendations of the MHCC, NFPA
225, and engineering analysis. As
suggested by the commenters, a new
Figure C to § 3285.402 has been added
in the final rule to provide an example
method for providing the longitudinal
anchoring required by the final rule.
Section 3285.402(c)(3) has also been
revised in the final rule to permit the
use of alternative systems, such as panbracing type systems, provided they are
capable of resisting the wind forces in
the longitudinal direction.
Comment: § 3285.402 Figure B
Anchor Strap and Pier Relationship.
Note 2 (the diagonal ties footnote)
should be removed, as there are other
methods of preventing rotation of the I
beam, including cross member
placement. The sentence should be
reworded to state: ‘‘When strap is
attached to bottom of I beam, the I beam
must be designed to prevent rotation.’’
HUD Response: Section
3285.401(d)(3) and Note 2 to Figure B
on Anchor Strap and Pier Relationship
have been revised in the final rule to
indicate that when diagonal ties are not
attached to the top flange of the main
chassis beam, that the frame must be
designed to prevent rotation of the
beam.
Comment: Tables 1–3 to § 3285.402.
The information listed in the tables does
not include tie-down strap spacing
requirements for 36-foot-wide units. The
tables should be expanded to also
include 75.5″ I-Beam spacing, because
homes are currently being constructed
to that specification. Also, the tables
should be expanded to include other
sidewall heights, such as 84″, 96″, and
108″, which are industry standards.
Comment: Note 2 of the tables
specifies maximum 4″ inset of the
anchor head, but an inset of 6″ is more
typical to allow for skirting and
perimeter wall or piers.
Comment: In Note 6 for Table 1 and
Note 7 for Tables 2 and 3, the second
sentence should be revised to read as
follows: ‘‘Table based upon the
minimum height between the ground
and the bottom of the floor joist being
18 inches.’’
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Comment: The provision in Note 9 in
Table 1 and Note 10 in Tables 2 and 3
should be revised to require that ground
anchors be installed in accordance with
the ground anchor manufacturer’s
instructions and not the home
manufacturer’s instructions.
Comment: The ‘‘second beam
method’’ provided in Tables 2 and 3 is
not a viable option because of potential
damage to HVAC ducts, plumbing, etc.,
in the floor. If the ‘‘second beam
method’’ is retained, a cautionary note
should be added to the tables to warn
of potential damage.
Comment: The anchor test protocol
currently being developed by the MHCC
Installation Subcommittee is
recommending a 30-degree minimum
angle for testing anchors in the diagonal
direction. As such, 18-foot-wide units at
25″ or less in height from the ground to
the attachment point on the frame
represent the only situation where the
30-degree minimum angle from
horizontal cannot be maintained. Rather
than unnecessarily limiting anchor
performance, HUD should require the
minimum height for 18-foot sections to
be 33 inches or higher.
Comment: A footnote should be
added to Tables 2 and 3 to indicate that
the tables are based on a maximum force
of 1,640 lbs. being resisted by vertical
tie straps. This is the maximum tension
in the vertical strap as a result of tiedown calculations used to develop the
tables. This note is important to
properly size sidewall strap attachment
components and brackets.
HUD Response: The tables for
diagonal strap spacing are based on
recommendations from the MHCC and
represent the most commonly used
main chassis beam spacing of 82.5
inches and 99.5 inches and sidewall
height of 90 inches. Other main beam
spacing configurations or sidewall
heights must be designed by a
professional engineer or registered
architect. The tables for diagonal strap
spacing were developed based on a 4″
maximum inset. Other insets for ground
anchors are permitted, provided they
are included in the installation
instructions or designed by a
professional engineer or registered
architect.
Note 6 in Table 1 and Note 7 in Tables
2 and 3 on minimum height between the
ground and floor joist has been revised
in the final rule, in accordance with the
above comments. Spacing requirements
for 18-foot section widths were removed
from the Tables 1 through 3 for
consistency with other tables in other
chapters of these installation standards.
Tables 1 through 3 have also been
revised in the final rule by providing
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additional conditions for the minimum
and maximum angles for their
applicability and use in determining the
maximum spacing of diagonal tie-down
straps in Wind Zones I, II, and III. These
limitations were recommended by the
MHCC Installation Subcommittee based
on the unfavorable results of anchor
tests in weak soils, where the angle of
pull on the anchor was 30 degrees or
less. As a result, a number of the far
beam spacing provisions are no longer
applicable for use with the tables,
although such provisions may be used
in accordance with a site-specific design
approved by an architect or engineer.
In the final rule, HUD did not include
information on vertical tie strap
capacity for connections, as this needs
to be considered in the manufacturer’s
designs and installation instructions
and is, therefore, not specified in the
tables.
Comment: § 3285.404 Severe
Climatic Conditions. Under § 3285.404,
it should be acceptable for ground
anchors to be installed above the frost
line, when the footings for the
foundation system are frost-protected
against the effects of frost heave. There
should be a reference to § 3285.312(c),
in which the approved alternate
anchoring system may be included as
part of a listed or labeled foundation
support system (floating slab or
insulated foundation).
HUD Response: Section 3285.404 of
the final rule has been revised to permit
ground anchors to be installed above the
frost line, provided the foundation
system is frost protected to prevent the
effects of frost heave, in accordance
with acceptable engineering practice
and §§ 3280.306 and 3285.312.
Comment: § 3285.405 Severe Wind
Zones. As more stringent anchorage
design requirements may be specified
elsewhere in these standards, by the
LAHJ or the state, wind-resistant
anchorage provisions contained in
NFPA 225 should be deemed
acceptable, and should be referenced for
use by installers, designers, and LAHJs,
if they so choose. The section should be
revised to read as follows: ‘‘When any
part of a home is installed within 1,500
feet of a coastline in Wind Zones II or
III, the manufactured home must be
designed for the greater of the increase
requirements as specified (1) on the
home’s data plate (refer to § 3280.5(f) of
this chapter), (2) elsewhere in these
standards, or (3) by the LAHJ or state,
and in accordance with acceptable
engineering practice. Where site or other
conditions prohibit the use of the
manufacturer’s instructions, a registered
professional engineer or registered
architect in accordance with acceptable
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engineering practice must design
anchorage for the special wind
conditions. Compliance with the severe
wind requirements of NFPA 225 shall
be deemed to comply with 3285.405.’’
HUD Response: The final rule does
not include a provision that recognizes
the wind and anchoring provisions of
NFPA 225 as deemed to comply with
these standards, as those requirements
are not consistent with these standards.
For purposes of installation, a state or
LAHJ can establish more stringent wind
design provisions for anchoring than are
required by these minimum standards.
Comment: § 3285.406 Flood Hazard
Areas. The section should be reworded
to read as follows: ‘‘In flood hazard
areas, the piers, anchoring, and support
systems must be capable of resisting all
combined loads associated with design
flood and wind events.’’ This is
particularly important in geographic
areas susceptible to hurricanes where
the homes will be subjected to high
winds and saturated soil
simultaneously. The scouring effects of
both wind and water forces also need to
be addressed regarding the anchoring
and support system components.
HUD Response: A reference to
anchoring requirements in flood hazard
areas has been included in § 3285.302 of
the final rule.
Subpart F—Optional Features
Comment: § 3285.502 Expanding
Rooms. The first sentence of this section
should be revised to read as follows:
‘‘The support and anchoring systems for
expanding rooms must be installed in
accordance with designs provided by
the home manufacturer or prepared by
a registered professional engineer or
registered architect in accordance with
acceptable engineering practice.’’ As
proposed, the paragraph suggests that
only a registered professional engineer
or architect can design the installation.
HUD Response: The final rule has
been revised to also allow designs for
support and anchoring of expanding
rooms to be provided by the home
manufacturer as an alternative to
designs having to be prepared by a
professional engineer or registered
architect.
Comment: § 3285.503 Optional
Appliances. These items [all optional
features] are clearly under the scope of
state and local codes. It would seem that
HUD would be preempting such
authority by state and local government
to address such items.
Comment: Section 3285.503(a) should
also include a reference to the LAHJ and
local or state code requirements, in
addition to requirements in the
manufacturer’s instructions. The
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appliance manufacturer’s instructions
may not address all requirements that
would be included in local or state
codes enforced by the LAHJ.
Comment: The word ‘‘must’’ could be
confusing when referring to optional
appliances. These appliances are
optional, but the language could be read
to require them to be mandatory.
Accordingly, the section should be
clarified to read as follows: ‘‘Comfort
cooling systems installed by someone
other than the home manufacturer, must
be done according to the appliance
manufacturer installation instructions.’’
Comment: Minimum standards found
in the International Residential Code
(IRC) and International Fuel Gas Code
should be referenced for various
appliances and ventilation requirements
in this chapter.
Comment: While ventilation
requirements should be consistent with
model building codes, referencing the
model codes in these standards would
create yet another document that will
need to be updated and revised.
HUD Response: These installation
standards are minimum requirements
that a state or local jurisdiction must
meet or exceed for any provision of
these standards, including optional
features covered by this subpart.
Accordingly, HUD is not preempting
state or local authority in these areas as
suggested by the commenters, as states
and municipalities may adopt
additional requirements for the
installation of optional appliances.
References to the International
Residential Code (IRC) or International
Fuel Gas Code (IFGC) were not
presented to the MHCC or suggested to
the Department during the development
and issuance of the proposed rule.
Accordingly, they cannot be considered
for introduction at this time into the
final rule. However, the commenter may
want to re-introduce them again when
subsequent revisions to the installation
standards are being considered by HUD.
The final rule also indicates that
when not provided and installed by the
manufacturer, any comfort cooling
system that is installed must be
installed according to the appliance
manufacturer’s instructions.
Comment: § 3285.503(a)(1)(i) Energy
Efficiency. The references within this
section should be clarified as to what
constitutes proper operation and energy
efficiency and closely match, with
regard to heat gain for sizing, siteinstalled air conditioning systems. Also,
the requirements for determining heat
gain do not appear to include a
calculation for latent heat gain.
Comment: ASHRAE and other energy
standards require the calculation of the
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design cooling load, provide the
standards by which such load is
calculated, and then require the
equipment chosen to be the next size
available that meets that load to be
chosen.
HUD Response: Section
3285.503(a)(1)(i) of the final rule has
been revised to eliminate the references
to: (1) ‘‘For proper operation and energy
efficiency’’ and (2) sizing site-installed
air conditioning systems to ‘‘closely
match’’ the home’s heat gain
requirement. The final rule now
provides that the air conditioning
system must meet the heat gain
requirement. In addition, the reference
to the term ‘‘sensible’’ has been deleted
in the final rule so that air conditioning
systems are now required to be sized to
meet the home’s overall heat gain.
Comment: § 3285.503(a)(1)(iii) Acoil Units. Simply stating that the air
conditioning unit is to be compatible for
use with the furnace may not be enough
to ensure safety and performance. What
about the furnace’s manufacturer’s
instructions and warranties?
HUD Response: The final rule has
been revised to require that A-coil air
conditioning units must be compatible
and listed for use with the furnace and
also comply with the appliance
manufacturer’s instructions, as
recommended by the commenters.
Comment: § 3285.503(a)(2) Heat
Pumps. The section as proposed does
not provide any sizing criteria for heat
pumps and should refer to minimum
standards that would apply to such
equipment.
HUD Response: Heat pumps must be
sized to meet the requirements of the
Manufactured Home Construction and
Safety Standards, 24 CFR part 3280.
Comment: § 3285.503(c) Appliance
Venting. This section should be revised
to be consistent with the wording in 24
CFR 3280.707(b), as follows: ‘‘Heat
producing appliances, except ranges
and ovens, must exhaust to the exterior
of the home.’’
HUD Response: Section
3285.503(c)(1) and (2) of the final rule
have been revised to be consistent with
the requirements of the Manufactured
Home Construction and Safety
Standards, as recommended by the
commenter.
Comment: § 3285.503(d) Flood
Hazard Areas/HUD Question. Where
should the outside appliance air inlets
and exhausts be located with respect to
the base flood elevation in flood hazard
areas?
HUD Response: The requirements
have been relocated to
§ 3285.102(d)(2)(ii) in the final rule and
revised to indicate that exterior
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appliance air inlets and exhausts in
flood hazard areas are to be located at
or above the lowest floor elevation of
the home.
Comment: § 3285.503(d) Figure
Dryer Exhaust System. The illustration
shows a reverse slope that does not
agree with Note 2.
HUD Response: The illustration has
been corrected to eliminate the reverse
slope.
Comment: § 3285.504 Skirting. To
ensure performance, uniformity, and
repeatability, some standard should be
referenced to determine that the
materials used for skirting are weatherresistant.
Comment: All wood skirting within 6″
of the ground should be pressure-treated
in accordance with the AWPA standard
U1 for Use Category 4A ground contact
applications or be naturally resistant to
decay and termite infestations. This
would allow a lower requirement for
skirting materials than for footing pads,
since it is a non-structural application.
HUD Response: Performance criteria
for protection against weather
deterioration for skirting materials have
been included in the final rule and
pressure-treatment requirements for
wood skirting have been revised, as
suggested by the commenter.
Comment: § 3285.505(a) Crawlspace
Ventilation. Consider model building
code requirements for ventilation
requirements, as the proposed
requirement for ventilation of one
square foot for every 1,500 square feet
is insufficient. There should also be not
less than four vents in order to control
humidity and for management of mold/
mildew and temperature handling.
Comment: § 3285.505(b). The section
should be revised to read as follows:
‘‘Ventilation openings must be placed as
high as practicable above the ground.’’
Comment: § 3285.505(d) Crawlspace
Ventilation. The word ‘‘metal’’ should
be eliminated from § 3285.505(d) to
allow other materials to be used for
ventilation openings that may perform
equal to or better than metal.
Comment: Ventilation openings
should be covered with a perforated
rodent resistant covering resistant to
decay.
Comment: Requirements for operable
louvers should be addressed in cold
climates.
Comment: § 3285.505(e). A minimum
access opening of not less than 24″ by
30″ or five square feet should be
required. An opening less than 18″ in
any dimension is typically not large
enough for service personnel to access
underneath the home.
HUD Response: The ventilation
requirements are generally consistent
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with other model codes and have not
been changed in the final rule, with the
exception of the minimum access
opening dimensions and requirements
for operable or adjustable type openings
to be provided in areas subject to
freezing. The access opening has been
increased in § 3285.505(e) of the final
rule from 18 inches in any direction to
18″ by 24″ in height. In addition, the
term ‘‘metal’’ has been deleted in
paragraph (d) and replaced with
‘‘corrosion and weather resistant’’
covering. The final rule also requires
openings for ventilation to be placed as
high as practicable above the ground.
Subpart G—Ductwork and Plumbing
and Fuel Supply Systems
Comment: § 3285.601 Field
Assembly. HUD should clarify if the
section refers to manufacturer-supplied
shipped loose duct systems, because, as
presently written, any loose duct would
be covered by the rule.
HUD Response: The final rule now
refers to ‘‘manufacturer-supplied
shipped loose ducts,’’ to clarify the
intent of this section.
Comment: § 3285.603(c) Mandatory
Shutoff Valve. This section should be
modified to require the mandatory
shutoff valve to be accessible and
clearly identifiable.
HUD Response: Section 3285.603(c) of
the final rule has been revised to require
the master shutoff valve to be both
accessible and identifiable, as suggested
by the commenter.
Comment: § 3285.603(d) Freezing
Protection. The term ‘‘heating cable’’
should be replaced with the more
commonly used term, heat-tape.
Comment: What is ‘‘normal
occupancy,’’ as referred to in
§ 3285.603(d), and what would then
constitute ‘‘abnormal occupancy’’?
HUD Response: Sections
3285.603(d)(1) and (2) have been revised
to delete reference to the term ‘‘under
normal occupancy,’’ as suggested by the
commenters. However, heating cable is
the correct term to be used to describe
this material and, accordingly, no
change is being made to this section in
the final rule. A conforming change to
the term ‘‘heating cable’’ will also be
made in future revisions now
contemplated for the MHCSS.
Comment: § 3285.605 Fuel Supply
System. The first sentence of
§ 3285.605(a) should be revised as
follows in order to be consistent with
the requirements specified in 24 CFR
3280.705(a): ‘‘The gas piping system in
the home is designed for a pressure that
is at least 7 inches of water column
* * * and not more than 14 inches of
water column * * *’’.
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HUD Response: The requirements for
testing of gas piping systems in the final
rule have been revised to be consistent
with the testing requirements in the
Manufactured Home Construction and
Safety Standards.
Comment: § 3285.606 Ductwork
Connections. Mastics approved to UL
181 should be used in all cases to seal
connections to prevent air leakage.
However, mastics should not be used as
the only means of connection. Tapes,
regardless of whether they are approved
or not, should not be allowed, except to
aid in the installation of the ductwork
for temporary securement.
Comment: UL standards 181A and
181B should be referenced for the
sealing of duct systems.
Comment: The term metal plumber’s
tape should be removed from
§ 3285.606(a).
HUD Response: The final rule has
been revised to clarify the requirements
for sealing of ductwork connections so
that the appropriate type of tapes and
mastics are specified, depending on the
type of air duct being used. In addition,
the final rule also clarifies that sheet
metal ducts must be mechanically
fastened, as suggested by the
commenters. The reference to ‘‘metal
plumber’s tape’’ has also been deleted.
Comment: § 3285.606(e). The section
should be revised to read as follows:
‘‘The duct must be suspended or
supported above the ground at
maximum 4 feet-0 inches on center
(unless otherwise noted) and arranged
under the floor to prevent compression
or kinking in any location, as shown in
Figures A and B of this section.’’
Comment: When straps are used to
support a flexible duct, the straps must
be at least 1⁄2″ wider than the metal
spiral spacing of the duct, and installed
such that the straps cannot slip between
any two spirals.
HUD Response: Section 3285.606(e)
has been revised in the final rule, in
accordance with the recommendations
of the commenters.
Comment: Figure A to § 3285.606
Crossover Duct Installation With Two
Connecting Ducts, Figure B to
§ 3285.606 Crossover Duct Installation
With One Connecting Duct. Note 2
should be revised to read as follows:
‘‘Note 2. Crossover duct should be listed
for exterior use.’’
Comment: The concrete block support
shown in both figures should be
removed as an acceptable support for
the crossover duct.
HUD Response: HUD agrees with the
commenters, and Figures A and B have
been revised by deleting the concrete
block support from each figure and by
adding a note to each figure to indicate
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that the crossover duct must be listed
for exterior use.
Subpart H—Electrical Systems and
Equipment
Comment: § 3285.702(d)
Miscellaneous Lights and Fixtures.
Ceiling fans must be attached to a
properly installed junction box that is
listed for ceiling fan application.
HUD Response: Section
3285.702(e)(1) of the final rule has been
revised to refer to Article 314.27(b) of
the National Electrical Code, NFPA No.
70–2005, for connection requirements of
the ceiling fan to the electrical junction
box and to require the junction box to
be listed and marked as suitable for
ceiling fan application.
Comment: § 3285.702(e) Testing.
Paragraph (e)(1) should be deleted in its
entirety and (e)(2) should be changed to
(e)(1) and revised to read as follows:
‘‘After completion of all site
connections of cross-overs, exterior
lights, ceiling fans, etc., each
manufactured home must be subjected
to the following tests, consistent with
§ 3280.810 of the MHCSS * * *’’.
Comment: The section should be
revised to refer to the electrical testing
requirements in § 3285.810(b) of the
MHCSS in order to clarify that dielectric
tests are not required to be performed
after setup. In addition, all of
§ 3285.702(e)(2) should be deleted as it
both duplicates and contradicts what is
already required by § 3285.810(b).
HUD Response: The final rule has
been revised in a manner that is
consistent with the recommendations of
the commenters.
Subpart I—Exterior and Interior Close
Up
Comment: Figure A to § 3285.801
Installation of Field-Applied Horizontal
Lap Siding. The notes and figure need
to be less specific and revised to read as
follows: Note 1 should be revised by
changing the reference from ‘‘double
section’’ to ‘‘multi-section.’’ Note 2
should be revised to clarify that all
doors and windows need not be covered
with plastic sheeting, and the word
‘‘fasteners’’ deleted, because installers,
rather than manufacturers, generally
provide fasteners so that they are
compatible with their installation
equipment. The note in Figure A should
be revised to read as follows: ‘‘Windows
installed with j-rail or brick mold
around it,’’ because many windows are
equipped with brick mold and it serves
the same purpose as the j-rail.
HUD Response: As suggested by the
commenters, editorial revisions have
been made to the section and Note 2 has
been clarified to indicate that only
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materials that are not designed to be
exposed to the weather are to be covered
with plastic sheeting.
Comment: § 3285.801(d) Joints and
Seams. Any holes made in the roof must
be sealed, utilizing approved methods
and materials.
Comment: The type of acceptable
sealant should be specified in the Model
Installation Standards for sealing the
holes.
HUD Response: Section 3285.801(d)
has been revised in the final rule by
clarifying that the roofing must be made
weatherproof and any holes sealed with
a sealant that is suitable for use with the
type of roofing in which any hole is
made.
Comment: § 3285.801(e) Mate-line
Gasket. Gaskets should also be capable
of resisting the entry of water vapor in
addition to air, water, insects, etc.
Comment: Permit installers or
homeowners to provide the mate-line
gasket, provided the materials comply
with the manufacturer’s installation
instructions.
HUD Response: The final rule has
been revised by requiring the mate-line
gasket to also be capable of providing
resistance against water vapor entry.
However, HUD does not agree with
suggestions made by commenters that
the mate-line gasket be allowed to be
provided by parties other than the home
manufacturer. This is because HUD
deems the gasket material to be an
integral part of the construction of the
home to provide the resistance to the
weather required by the MHCSS.
Comment: § 3285.801(f) Hinged
Roofs and Eaves/HUD Question. Should
the requirements for hinged roofs and
eaves be considered installation and
subject to the Model Installation
Standards and not construction, as
proposed by HUD?
Comment: A hinged roof should be
treated as construction of the home’s
roof assembly and subject to the
requirements of the HUD Code.
Comment: The Model Installation
Standards should be extended to cover
any hinged roof, regardless of wind
zone, roof pitch, or flue penetration.
This is a normal construction process
that is occurring more routinely with
HUD Code installations and would save
considerable money with regard to
Production Inspection Primary
Inspection Agency (IPIA) inspection
under the on-site completion rule and
time under the alternative construction
(AC) letter process.
HUD Response: It continues to be
HUD’s position that the on-site
completion of hinged roofs with eaves is
generally part of the construction
process, and that hinged roofs with
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eaves must comply with all
requirements of the Manufactured Home
Construction and Safety Standards (24
CFR part 3280) and the Manufactured
Home Procedural and Enforcement
Regulations (24 CFR part 3282), even
though this work is often completed
during the set-up of the home.
Accordingly, certain hinged roofs and
other construction completed on-site
will continue to be subject to the
provisions for Alternative Construction
in § 3282.14 of the Manufactured Home
Procedural and Enforcement
Regulations, and may be also subject to
the provisions of the future rulemaking
for on-site construction. However,
manufactured homes with hinged roofs
and eaves are not subject to these
special requirements if the homes: (1)
Are designed to be located in Wind
Zone I; (2) have a pitch of the hinged
roof that is less than 7⁄12; (3) have fuel
burning appliance flue penetrations that
are not above the hinge; and (4) have
been completed and inspected as part of
the installation process under future
rulemaking being developed for the
installation program regulations.
Nevertheless, even for the abovedescribed conditions, manufacturers are
still responsible for providing
instructions on how to complete each
hinged roof and/or eave construction, in
accordance with the requirements of the
Manufactured Home Construction and
Safety Standards.
Comment: § 3285.802 Structural
Interconnection of Multi-Section
Homes. As proposed, the section is
unclear and needs to be clarified as to
whether any gap is permitted along the
mate-line between sections of multisection homes.
Comment: The section needs to be
clarified as to whether any gap between
structural elements must be shimmed or
only those gaps that exceed 11⁄2 inches.
Comment: Fastener lengths would
need to be increased to provide
adequate protection and staples or nails
need to be at least 11⁄2 inches in length
at a minimum.
Comment: A 11⁄2″ gap is too much
because these homes are built in a
factory environment where conditions
are controlled so that there should be
tighter tolerance. The requirement
should be reduced to no more than 3⁄4″
gap between structural elements.
Comment: When home sections are in
contact and the mating gasket is sealed,
then all gaps should be filled.
HUD Response: Section 3285.802(c) of
the final rule has been revised to clarify
that upon completion of the close-up,
no gaps are permitted between
structural elements being
interconnected at the marriage line of
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multi-section homes. However, prior to
completion of the close-up, gaps of up
to one inch are allowed between
structural elements if they are closed
upon completion of the set-up; the
home sections are in contact with each
other, and the mating gasket is
providing a proper seal. Also, all gaps
are to be shimmed with dimensional
lumber and fastener lengths are to be
increased to provide adequate
penetration into the receiving member
of the elements being joined.
Comment: § 3285.803(b) Interior
Close-up. This section should be revised
or deleted. Polyvinyl acetate (PVA)
adhesives should not be required for onsite fastening of shipped loose panels.
Standard drywall fastening does not
require adhesive and thus there is no
reason for this excessive prescriptive
requirement. When the home has been
designed utilizing a structural adhesive
for wall panels, the requirement should
be specified in the installation
instructions of the particular home
manufacturer.
HUD Response: Editorial revisions
have been made to this paragraph in the
final rule, and the final rule has been
revised to permit alternative fastening
methods to PVA adhesives for installing
shipped-loose panels, if specified in the
manufacturer’s installation instructions.
Comment: Figure A to § 3285.803
Installation of Field-Applied Panel.
What is the intent of restricting the
panel width to no less than 16″ or no
larger than 32″? Further, if typical
panels are 48″ inches in width, how can
a ‘‘full size’’ panel be over 16″ but less
than 32″ in width?
Comment: The panel size depicted in
the figure and note should be changed
to read as follows: ‘‘One full-sized panel
48 inches or less in width.’’
HUD Response: As suggested by the
commenters, the note in the figure has
been revised in the final rule to indicate:
‘‘One full-sized panel 48 inches or less
in width.’’
Comment: § 3285.804 Bottom Board
Repair. Prior to closure of the
underbelly cavity of the home, any areas
being repaired must be inspected and
any missing insulation replaced before
completing the repair of the bottom
board material.
Comment: Any splits or tears must be
resealed in accordance with the
manufacturer’s installation instructions.
HUD Response: Section 3285.804(a) of
the final rule has been revised to require
any missing insulation to be replaced
prior to closure and repair of any
damage to the bottom board. Section
3285.804(b) has been revised to require
any split or tear in the bottom board to
be resealed, in accordance with methods
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described in the installation
instructions.
Subpart J—Recommendations for
Manufacturer Installation Instructions
Comment: § 3285.901
Recommendations for Manufacturer
Installation Instructions. The reference
to the ‘‘following cautions’’ in paragraph
(c) should also include the cautions or
recommendations in paragraphs (a) and
(b), as they are as important as the
remaining sections of Subpart J.
Comment: The provisions of Subpart
J do not relate to the content of
manufacturer instructions. It is
recommended that this subpart be
reconsidered as follows: § 3285.901(a)
and (b), § 3285.902, and § 3285.903
could be relocated to subpart B;
§ 3285.904 could be moved to
§ 3285.203; and § 3285.905 could be
consolidated at § 3285.602.
HUD Response: This subpart of the
final rule has been re-titled ‘‘Optional
Information for Manufacturer
Installation Instructions’’ and
reorganized to include
recommendations that may be provided
as part of the installation instructions.
The cautions have been removed in the
final rule and replaced with
recommendations for inclusion by
manufacturers in their installation
instructions.
Comment: § 3285.903 Permits,
Alterations, and On-site Structures.
Planning and permitting processes, as
well as utility connection requirements,
are outside HUD’s authority, but in the
proposed rule, HUD does provide
standards for some of these items.
HUD Response: The final rule makes
recommendations, rather than
mandatory directives, for inclusion of
certain information in the installation
instructions related to moving homes to
locations; permits, alterations, and onsite structures; utility system
connections; and telephone and cable
TV wiring. It contains no requirements
that these items be actually included in
the instructions. The requirements for
‘‘positioning the home’’ have been
deleted in the final rule.
Comment: § 3285.902(d). Fire
separation distances should consider
the requirements of the LAHJ, as well as
distances required in NFPA 501A.
HUD Response: The provisions for
fire separation in the final rule have
been relocated to subpart B, § 3285.101,
and require installation instructions to
indicate that fire separation distances
must be in accordance with Chapter 6
of NFPA 501A, 2003, or the
requirements of the LAHJ.
Comment: § 3285.902(a) Moving
Manufactured Home to Location. One
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commenter wrote that the following
sentence should be added to the
introductory paragraph: ‘‘Inform and
contact the LAHJ before moving
manufactured home to the site or
location.’’
HUD Response: The final rule has
been revised to indicate that the LAHJ
should be informed before moving the
manufactured home to the site.
Comment: § 3285.903(c)(3). The
section should be revised to read as
follows: ‘‘Unless approved by the home
manufacturer’s installation instructions,
all buildings, structures, and accessory
structures must be designed to support
all their own live and dead loads.’’
Recent tornado and hurricane activities
have caused many manufacturers to
realize the importance of proper
connections of site-installed structures
to their homes and offer designs that
incorporate the additional roof and
wind loads imposed by those site
additions.
HUD Response: Section 3285.903(c) of
the final rule has been revised to require
any accessory building or structure to be
capable of supporting its own live and
dead loads, unless the structure is
designed to be attached to the
manufactured home by a professional
engineer or registered architect or is
otherwise specifically included in the
manufacturer’s installation instructions.
Comment: § 3285.905 Utility System
Connections. If LAHJ requirements
govern utilities and LAHJ standards
vary, how can there be any meaningful
installation instruction with regard to
utilities? The instruction, at best, should
refer installers and residents to consult
with any serving utilities; and, as such,
no regulation is necessary.
HUD Response: The final rule has
been revised by recommending the
installation instructions suggest
different procedures for the installer to
follow prior to making any utility
system connection, depending on the
availability of utility services, an LAHJ,
or both, as well as procedures to follow
in rural areas where utility services are
not available and there is no LAHJ.
Comment: § 3285.905 Drainage
Systems. The proposed language for
making drainage-to-sewer system
connections is too restrictive, as an
installer may opt to ‘‘hard-pipe’’ the
connection without the use of an
elastomeric coupling device.
HUD Response: The final rule has
been revised by recommending the use
of other methods acceptable to the LAHJ
as an alternative to elastomeric
couplings for connecting the main drain
line to the site sewer hookup.
Comment: § 3285.906 Heating Oil
Systems. Since fuel oil supply tanks and
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systems installed at the site are not
within the scope of HUD’s authority,
what makes fuel oil different from
propane, site installed air conditioning
systems, etc? This will make it harder to
determine who is responsible for
installation and liability, should
something go wrong.
HUD Response: While HUD agrees
that these provisions for site-installed
oil fuel tanks and systems are outside of
the scope of HUD’s authority, for fire
safety and other considerations the final
rule does recommend that installation
instructions include information related
to installation and testing of oil supply
tank and piping, in accordance with
NFPA 31, 2001, Standard for the
Installation of Oil Burning Equipment,
and oil furnace manufacturer
instructions for pipe sizing and
installation procedures.
Comment: § 3285.907 Telephone
and Cable TV. A reference to the
applicable sections of the National
Electrical Code, NFPA 70—2005
Edition, should be incorporated in the
manufacturer’s installation instructions
for telephone and TV cable wiring and
connections.
HUD Response: A reference to the
National Electrical Code has been added
in the final rule to the recommendations
for installing telephone and cable TV
wiring.
Miscellaneous Comments
Comment: Enforcement and Program
Operation Matters. HUD received a large
number of comments and questions
related to the operation and
enforcement of its installation program.
HUD Response: Comments and
questions related to program operation
and enforcement are not being
addressed in this rulemaking. Instead,
they will be duly considered by HUD,
as appropriate, in response to the
proposed rule for the Manufactured
Home Installation Program, 24 CFR part
3286, that was published in the Federal
Register on June 14, 2006.
Comment: § 3285.5 Definitions—
‘‘Installers.’’ One of the most glaring
omissions from the proposed
installation standards was a definition
or identification of manufactured home
installers since, as drafted, so many
construction responsibilities are
redistributed to installers. While the
proposed rule speaks as if there is one
installer per project, in reality there are
many installers involved. By failing to
define installers, responsibilities are
being further fractured and protections
are weakened. The commenters
advocate that to ensure quality,
durability, and safety, a single entity
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needs to take responsibility, which they
believe should be the manufacturer.
HUD Response: A definition for
‘‘installer’’ is in the proposed rule for
the installation program regulations in
part 3286.
Comment: Exclusivity of Model
Installation Standards. It is important
for the standards or their state-adopted
counterparts to be the only federal
installation standard recognized by
HUD. Currently, HUD’s FHA Title II
program references the Permanent
Installation Guide for Manufactured
Housing.
HUD Response: HUD is considering
whether to amend references in its
current Title II program to specifically
refer to these Model Installation
Standards.
Comment: Impact on Federal
Agencies. One commenter wrote that
HUD has not considered the impact of
the proposed rule on other federal
agencies that are engaged in purchasing
and installing manufactured homes for
federal purposes. Since the proposed
rule does not address the regulations
establishing an installation program, it
is impossible to determine if this rule,
as part of a larger program, imposes any
mandates on state or local government.
HUD Response: These issues will be
considered as part of HUD’s federalism
analysis on this final rule.
Comment: Bay Windows. The
Department deleted the MHCC draft
recommendation for inclusion of bay
window installation under the proposed
Model Installation Standards.
Commenters wrote that under
§ 3285.801(f), a manufacturer would
need to furnish installation instructions
for a hinged roof so that the installer
would know the necessary elements of
field installation. Bay windows are
similar, as they would be a ‘‘ship-loose’’
item. In the opinion of these
commenters, as long as the home is
designed properly for the product
attachment, the manufacturer provides
DAPIA-approved installation
instructions, and the installer can follow
those instructions, bay windows should
be covered under the Model Installation
Standards and not the Manufactured
Home Construction and Safety
Standards.
HUD Response: HUD does not agree
with these commenters, and will
continue to treat the site completion of
bay windows as construction that is
subject to the Manufactured Home
Construction and Safety Standards. A
detailed discussion of the comments
and HUD’s position on hinged roofs and
eaves can be found above under the
analysis of public comments for
§ 3285.801.
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Comment: Every other national design
standard and code for residential
construction, including NFPA 225 and
NFPA 501, references more recent
editions of ASCE 7 Standard for
Minimum Design Loads for Buildings
and Other Structures. The Model
Installation Standards must also do this
to achieve equivalent protection to
manufactured homes and manufactured
home residents.
HUD Response: The ASCE 7–88
standard is currently referenced in the
HUD Manufactured Home Construction
and Safety Standards and is used as the
basis for establishing the design load
requirements for the construction
standards that are referenced in these
installation standards. Accordingly, it is
not necessary to again reference the
ASCE 7 standards in these installation
standards.
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III. Section-by-Section Revisions—
Changes to Proposed Rule
In response to the public comments
and subsequent reevaluation by HUD,
the following is a summary by subpart
of the section-by-section revisions being
made to the proposed rule for the Model
Installation Standards, 24 CFR part
3285, published in the Federal Register
on April 26, 2005. An overall editorial
change made throughout the rule was to
move all tables and figures within a
section to the end of the section. This
change will promote ease of reference
and will simplify the process of
amending the rule, as may be necessary,
in the future.
Subpart A—General
Section 3285.1(a) in the final rule
makes clear that the manufacturers’
installation instructions required by
§ 3285.2, including any specific
operation or assembly therein, are
deemed to comply with the Model
Installation Standards, provided they
meet or exceed the minimum
requirements in the installation
standards and do not take the home out
of compliance with the MHCSS.
Further, clarifications are also being
added to § 3285.1(a) with regard to the
applicability of the installation
standards to the work necessary to join
sections of a multi-section home
together. Specifically, work associated
with the connection of exterior lights,
ceiling-hung light fixtures, or fans, as
identified in subpart I, is considered
installation. This section is also being
modified to clarify that work associated
with hinged roofs and eaves in
§ 3285.801 and other work done on-site
and not specifically identified in this
part as close-up is not covered by the
installation standards and, as such, is
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subject to the MHCSS and Procedural
and Enforcement Regulations.
The applicability provisions in
§ 3285.1(b) were modified to indicate
that the installation standards are not to
be construed as relieving manufacturers,
retailers, or other parties of
responsibility for compliance with other
applicable ordinances, codes,
regulations, and laws. In addition, the
section was revised to indicate that
manufactured homes are also subject to
the requirements of the Manufactured
Home Installation and Dispute
Resolution Programs, upon effect. A
new provision, § 3285.1(c), has been
included in the final rule that requires
HUD to seek input from the MHCC
when considering future revisions to the
installation standards. (See discussion
in II, Analysis of Public Comments).
Paragraph (a) of § 3285.2,
Manufacturer Installation Instructions,
is being revised to clarify that the
installation instructions must include
all topics covered in the installation
standards. This paragraph is also being
revised to require the installer to certify
that it completed the installation in
compliance with the manufacturer’s
instructions or an alternate design (see
paragraph (c)), prepared by the
manufacturer or certified by a
professional engineer or architect, that
provides a level of protection equivalent
to or greater than what is required by
the installation standards.
A new paragraph § 3285.2(b) is added
to specify those circumstances when a
professional engineer or registered
architect must prepare and certify that
the manufacturer’s installation
instructions meet or exceed the Model
Installation Standards for foundation
support and anchoring.
The recommended provisions for
‘‘variations to manufacturer installation
instructions’’ in subpart J of the
proposed rule are being relocated to
paragraph (c) of § 3285.2 in the final
rule. This will require installers who
intend to provide support and
anchorage that is either different from
the methods specified in the
manufacturer’s instructions, or that
encounter site or other conditions that
prevent the use of the instructions, to
first attempt to obtain site-specific
instructions from the manufacturer or, if
not available from the manufacturer, to
obtain a design that has been prepared
by a professional engineer or architect
that is consistent with the design and
the MHCSS. The installer must have the
professional engineer’s or registered
architect’s design approved by the
manufacturer and its DAPIA prior to
installation. DAPIA approval is
necessary to enable HUD to enforce
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such modifications to the
manufacturer’s installation instructions.
A new paragraph (e) is being added to
§ 3285.2 in the final rule to require the
manufacturer to include, as part of its
instructions, at least one method for
temporarily storing each section of a
manufactured home at the
manufacturer’s facility, retailer’s lot, or
the home site.
Section 3285.4 is being revised to
provide an updated list of the standards
being incorporated by reference in the
final rule. (See discussion in ‘‘V.
Revisions to Standards Incorporated by
Reference’’ in this preamble.) Reference
standards have the same force and effect
as the other Model Installation
Standards, except that whenever
reference standards and the Model
Installation Standards are inconsistent,
the requirements of the Model
Installation Standards prevail to the
extent of the inconsistency.
Certain definitions have been added
or modified in § 3285.5 of the final rule
for terms used in the Model Installation
Standards.
A new section, § 3285.6, ‘‘Final
leveling of the manufactured home,’’ is
being added to require that a home be
adequately leveled prior to completion
of the installation. A manufactured
home is considered to be adequately
leveled if there is no more than a 1⁄4inch difference between adjacent pier
supports, and if the exterior windows
and doors do not bind and can be
operated properly.
Subpart B—Pre-Installation
Considerations
The fire separation provisions have
been relocated from the recommended
provisions in subpart J of the proposed
rule and incorporated as part of the
minimum requirements in subpart B,
§ 3285.101, as part of the preinstallation considerations. The final
rule requires that fire separation
distances be in accordance with NFPA
501A or the requirements of the LAHJ,
which could be more or less restrictive
than NFPA 501A. This will require
compliance with the fire separation
distances in NFPA 501A, 2003 edition,
whenever there are no requirements
established by the LAHJ. Conversely,
when the LAHJ has established fire
separation distance requirements, the
separation distances need not conform
to the NFPA 501A provisions.
Additional requirements were added
for installation of manufactured homes
in flood hazard areas in paragraph (d) of
§ 3285.102 to include provisions for the
installation of exterior appliances.
Section 3285.103 is being revised to
clarify that, prior to the initial
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installation of a new manufactured
home, the installer is to verify that the
design and construction of the
manufactured home, as indicated on the
design zone maps provided with the
home, are suitable for the site location
where the home is to be installed. In
addition, to assist the installer in
verifying the appropriate zone location
for the specific site, this section is being
revised by referring to the county and
local government references that further
define the wind zone, roof load zone,
and thermal zone in part 3280.
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Subpart C—Site Preparation
Section 3285.201 is being revised in
the final rule to indicate that, after
removal of organic material, the home
site must be graded or otherwise
prepared to ensure adequate drainage.
A pocket penetrometer is now
included in the final rule as one of the
acceptable methods for determining
bearing capacity and soil classification
in § 3285.202(d). Furthermore, a new
paragraph (e) has also been included in
this section that permits the use of an
allowable default soil bearing pressure
of 1,500 psf, unless site-specific
information requires the use of lower
soil bearing values.
The site drainage provisions in
paragraph (b) of § 3285.203 of the final
rule have been revised by adding other
alternatives than site grading to remove
any water that may collect under the
home.
The provisions for gutters and
downspouts in paragraph (f) of
§ 3285.203 have been modified in the
final rule to indicate that manufacturers
specify in their instructions whether the
home is suitable for the installation of
gutters and downspouts.
The provisions for ground moisture
control have been revised in paragraph
(c) of § 3285.204 of the final rule by
allowing the required vapor retarder to
be installed around or over footings
placed at grade and around anchors and
by requiring any void or tear in the
vapor retarder to be repaired.
Subpart D—Foundations
Section 3285.301(b) of the final rule
has been revised to also recognize metal
piers as one of the possible variables to
the pier and footing specifications and
configurations in this subpart.
Section 3285.302 of the final rule has
been revised to require all manufactured
homes in flood hazard areas to be
installed on foundation supports that
are designed and anchored to prevent
floatation, collapse, or lateral movement
of the structure. In addition,
manufacturers’ instructions must
indicate whether or not the foundation
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specifications have been designed to
resist flood loads.
Tables 1, 2, and 3 to § 3285.303 for
pier loads have been modified in the
final rule by removing all references to
allowable soil bearing pressure and
footing configurations that were
previously associated with the tables
and by deleting Figure C to § 3285.312—
Footing Configuration Layout Designs
that was referenced in each of the tables.
Paragraphs (b) and (c) in § 3285.304 of
the final rule are being modified to be
consistent with the provisions and notes
shown in Figures A and B to
§ 3285.306(b).
Section 3285.305 has been modified
in the final rule by requiring a minimum
of 12″ of clearance between the main
chassis frame member and the grade and
all other areas of the home.
The maximum height for frame and
corner piers in § 3285.306(b) and (c) of
the final rule has been reduced from 80″
to 67″ to be consistent with the
maximum heights shown in the tables
for maximum diagonal tie-down strap
spacing in Tables 1, 2, and 3 to
§ 3285.402. Furthermore, mortar is no
longer required for this range of pier
heights, unless specified in the
manufacturer’s instructions and the
maximum horizontal offset from the top
to the bottom of the pier is one inch.
The provisions for elevated homes in
the proposed rule are no longer needed
and have been deleted and replaced
with new paragraph (c) in § 3285.306,
‘‘All piers over 67 inches high,’’ in the
final rule. Mortar is not required for
concrete block piers of this height,
unless specified by the design.
A new paragraph (b) has been added
to § 3285.308 in the final rule that
requires metal or other manufactured
piers to be weather-protected against
deterioration and corrosion with
protection that is at least equivalent to
a coating of zinc on steel of at least 0.30
oz./ft2.
Footnotes were added to Figures A
and B to § 3285.310 to require piers to
be placed on each side of any mating
wall opening when the opening is 48″
or greater in width and to indicate that
for roof loads of more than 40 pfs, a
professional engineer must determine
the maximum mating wall opening
permitted without piers or other
supports. Footnote 3 was also revised in
both figures to indicate that the
maximum single stack concrete block
pier loads cannot exceed 8,000 lbs.
The requirements for perimeter pier
supports are modified by adding a new
paragraph (a)(ii) in § 3285.311 of the
final rule permitting the use of
alternative supports in lieu of perimeter
piers such as outriggers or extra floor
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joists. However, when alternative
supports are used, the designs must
consider the additional loads in sizing
the pier and footing supports under the
main chassis beam. In addition, for roof
live loads of 40 psf or greater, paragraph
(b) of this section requires that a
professional engineer or architect
determine the maximum sidewall
support opening permitted with
perimeter pier or other supports.
Footnotes are also modified in the
final rule to Figures A and B to
§ 3285.312, ‘‘Typical Blocking Diagrams
for Single Section Homes and Multiple
Section Homes,’’ to require piers on
both sides of exterior sidewall doors,
patio doors, sliding glass door openings,
under jamb studs at multiple window
openings, and other openings of 48″ or
greater in width.
The requirements for footings in
paragraph (a) and (b) of § 3285.312 of
the proposed rule are incorporated into
paragraph (a) of this section in the final
rule by reducing the minimum
compressive strength for 4″ pre-cast
concrete pads from 4,000 psi to 1,200
psi; by noting that for 6″ or greater
poured-in-place concrete pads, slabs, or
ribbons, reinforcing steel may be
required for site-specific conditions; by
revising the requirements for pressuretreated footings and by changing the
specification for their pressure
treatment to a water-borne adhesive, in
accordance with AWPA Standard U1–
04; by requiring ABS footing pads to be
certified for use in the soil classification
at the site; and by adding new
provisions to allow other types of
footing materials, provided they are
listed for such use and meet all other
applicable provisions of the installation
standards.
The provisions for placement of
footings in freezing climates is being
relocated from paragraph (c) in the
proposed rule to paragraph (b) in
§ 3285.312 of the final rule and is being
revised to require that footings be
designed to resist the effects of frost
heave by one of the methods specified
in this section. The final rule requires
that conventional footings be placed
below the frost line, unless an insulated
footing or monolithic slab is used. In
addition, alternatives allowing insulated
footings or monolithic slabs to be placed
above and not below the frost line depth
must be designed by a professional
engineer or architect, in accordance
with either acceptable engineering
practice or SEI/ASCE 32–01, and not
both, as previously indicated in the
proposed rule. Furthermore, these
alternatives are permitted only if all
relevant site conditions such as soil
characteristics, site preparation,
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ventilation, anchorage requirements,
and insulative properties of the underfloor enclosure are considered.
Figure C to § 3285.312 in the
proposed rule has been deleted in the
final rule, as the footing configuration
and layouts shown in the figure were
determined to be non-typical of current
practices used in installing
manufactured homes.
The table for the size and capacity of
unreinforced cast-in-place footings in
§ 3285.312(d) is revised by limiting the
maximum capacity of certain footing
sizes to 8,000 lbs. and 16,000 lbs., based
on the maximum pier capacity of single
or multiple stack concrete block piers. A
footnote has been added to the table
indicating that higher design load
capacities may be permitted if a
professional engineer or architect
prepares the design.
The provisions for permanent
foundations in § 3285.314 of the
proposed rule have been deleted in the
final rule. The requirements for
permanent foundations can be
adequately considered and addressed
under the provisions of the final rule for
alternative foundation systems,
including the requirement that such
designs be prepared by a professional
engineer or architect.
Section 3285.315(b) for ramadas in
the final rule is revised by requiring
them to be self-supporting, except for
any weatherproofing connection that is
made to the home.
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Subpart E—Anchorage Against Wind
A new paragraph (d) has been added
to § 3285.401 in the final rule that
provides the minimum information and
details that must be included in the
manufacturers installation instructions
for anchor type installations necessary
to secure manufactured homes against
the wind.
A new paragraph (a) has been added
in reorganizing § 3285.402 in the final
rule to require each ground anchor to be
provided with installation instructions,
in accordance with its listing or
certification, and to be certified for use
in a classified soil, based on a nationally
recognized testing protocol. Paragraph
(a) of § 3285.402 in the proposed rule
has been renumbered as paragraph (b)
and has been modified in the final rule
to require that anchors be installed to
their full depth and that anchors and
tie-down straps be protected against
corrosion at least equivalent to that
provided by a coating of zinc on steel
of 0.30 oz./ft2 of surface coated. This
section now also requires that both the
working and ultimate load of the ground
anchors and anchoring equipment be
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determined by a professional engineer
or registered architect.
Paragraph (b) of § 3285.402 has been
renumbered as paragraph (c) in the final
rule, and paragraph (c)(1) is revised by
indicating that the spacing for ground
anchors and straps be no greater than
the spacing in the Tables 1 through 3 of
this section, unless designed by a
professional engineer or registered
architect. A professional engineer or
registered architect must also prepare
the design for any conditions where the
tables are not applicable, such as for
higher sidewall conditions, or diagonal
strap angle-to-ground conditions that
are below 30 degrees or exceed 60
degrees, etc. Tables 1 through 3 are also
revised by limiting the spacing to
applicable conditions for the diagonal
strap to between 30 degrees and 60
degrees to the ground.
Paragraph (c)(3) is renumbered as
paragraph (c)(2) and the provisions of
(ii) in the proposed rule are separated
into (ii) and new (iii) of this paragraph
in the final rule. In addition, (iii) is also
revised to require the correct size and
type of stabilizer plate to be installed, if
required by the listing, and by allowing
the use of ABS stabilizer plates when
they are listed and certified for such
use.
Paragraph (c)(2) on longitudinal
anchoring is renumbered as paragraph
(c)(3) and is revised in the final rule by
providing a new Figure C as an example
of one acceptable method that may be
used for longitudinal anchoring and for
attaching the longitudinal strap to the
ground anchor and main chassis beam
of the home.
Section 3285.404 of the final rule is
revised to indicate that ground anchors
must be installed below the frost line,
unless the foundation system is frostprotected to resist the effects of frost
heave, in accordance with acceptable
engineering practice, § 3280.306 of the
MHCSS, and § 3285.312 of these
installation standards.
The requirements for anchoring
manufactured homes in flood hazard
areas in § 3285.406 of the proposed rule
have been revised by relocating the
requirements to § 3285.102 in the final
rule and by adding reference to the
relocated section in § 3285.406 of the
final rule.
Subpart F—Optional Features
The requirements for optional
appliances in § 3285.503 of the final
rule are being revised as follows:
Paragraph (a)(1)(i) requires site-installed
air conditioning equipment to be sized
to ‘‘meet’’ the home’s heat gain rather
than ‘‘closely match’’ the heat gain, as
indicated in the proposed rule;
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paragraph (a)(1)(iii)(A) is revised by
requiring A-coil air conditioning type
units to be installed in accordance with
the appliance manufacturer’s
instructions and be compatible and
listed for use with the furnace installed
in the home; a new paragraph (a)(3)(ii)
is added for evaporative coolers that are
not roof-mounted to be installed in
accordance with the more restrictive
provisions of the listing or the appliance
manufacturer’s instructions; and a new
paragraph (c) is added for completion of
appliance venting systems for
compatibility with the requirements of
the MHCSS. In addition, the provisions
for outside appliances and air inlets in
flood hazard areas have been relocated
to § 3285.102(d)(2).
The weather protection and pressure
treatment requirements for metal and
wood skirting are further clarified in
§ 3285.504(a) and (c) of the final rule.
The provisions for ventilation
openings are revised in § 3285.505(d) of
the final rule by requiring them to be
corrosion- and weather-resistant and to
be designed to resist the entry of
rodents. In addition, in areas subject to
freezing, the openings must be of the
adjustable type permitting them to be
open or closed, depending on the
climatic conditions.
Section 3285.505(f) of the final rule is
being revised to require any surface
water runoff from the furnace, air
conditioning, or water heater drain to be
directed away from the home or
collected by other methods identified in
§ 3285.503.
Subpart G—Ductwork and Plumbing
and Fuel Supply Systems
Section 3285.606(c)(1) of the final rule
is modified to require that the
mandatory shutoff valve installed be
identified, accessible, and installed
between the water supply and inlet.
The test pressure requirements for gas
piping systems in § 3285.605(a) of the
final rule are revised to be consistent
with the testing provisions for fuel
piping systems in the MHCSS.
Paragraph (a) of § 3285.606 of the final
rule for ductwork connections is revised
to require all crossover connections to
the main duct system to be sealed to
prevent air leakage. Paragraph (e) is also
revised to require the crossover duct to
be supported by straps spaced at a
maximum distance of 4 feet or as
otherwise permitted by the installation
instructions. In addition, for flexible
type ducts, the straps must be at least
1⁄2″ wider than the metal spirals
encasing the duct and be installed so
that the duct cannot slip between any
two spirals.
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Subpart H—Electrical Systems and
Equipment
Paragraph (d) of § 3285.702 is revised
in the final rule to require that a ceiling
paddle fan be connected to a junction
box that is listed and marked for ceiling
fan application, in accordance with the
requirements of the NEC, 2005 edition.
The testing requirements in paragraph
(e) of § 3285.702 are also being modified
in the final rule to clarify that the
electrical system must be inspected and
tested at the site after completion of all
electrical wiring and connections,
lighting, and installation of any ceiling
fans.
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Subpart I—Exterior and Interior Closeup
Section 3285.801(d) is revised in the
final rule to require any holes that are
made in the roofing to be made
weatherproof and sealed with an
exterior sealant that is suitable for use
with the roofing material.
The requirements for hinged roofs and
eaves in § 3285.801(f) of the final rule
are revised to require compliance with
all requirements of the MHCSS (24 CFR
3280) and the Manufactured Home
Procedural and Enforcement
Regulations (24 CFR 3282). While this
work is often completed during the setup of the home, it is not considered to
be installation, but work associated with
the construction of the home and
therefore subject to HUD’s MHCSS. As
such, certain hinged roofs continue to
be subject, as appropriate, to the
provisions of Alternative Construction
in § 3282.14 and the provisions of the
future rulemaking for on-site
construction, upon effect. Currently,
manufactured homes with hinged roofs
are not subject to these special
requirements, if the homes are: (1)
Designed to be located in Wind Zone I,
(2) the pitch of the hinged roof is less
than 7/12, and (3) fuel burning
appliance flue penetrations are not
above the hinge. However, even for the
above-described conditions,
manufacturers are still responsible for
providing instructions on how to
complete each hinged roof or eave
construction in accordance with the
requirements of the MHCSS.
Section 3285.802(c) of the final rule is
revised by clarifying that no gaps are
permitted between structural elements
along the mate-line of multi-section
homes upon completion of the exterior
close-up. However, the final rule does
permit minor gaps, up to one inch, prior
to completion of the exterior close-up
provided: (1) All such gaps are closed
before completion, (2) the home sections
are in contact with each other, (3) the
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mating gasket is providing a proper seal,
and (4) all such gaps are shimmed and
connected to the structural element(s)
with properly sized fasteners.
Section 3285.804 of the final rule is
revised by requiring missing insulation
to be replaced prior to making any
bottom board repairs, any splits or tears
to be resealed with tape or patches in
accordance with the installation
instructions, and by requiring all edges
of repaired areas to be taped or
otherwise sealed.
Subpart J—Optional Information for
Installation Instructions
This subpart of the final rule has been
re-titled and reorganized to include
recommendations that may be provided
as part of the installation instructions.
The final rule also clarifies in a new
section, § 3285.907, that any other
information manufacturers may want to
provide in their instructions that is not
specifically addressed in this subpart
must be consistent with the Model
Installation Standards and not take the
home out of conformance with the
MHCSS.
The general provisions in § 3285.901
are revised by also including ‘‘access’’ to
the site as another area that is outside
of HUD’s authority and that may be
governed by the LAHJ.
Provisions addressing variations to
manufacturers installation instructions
in the proposed rule have been
relocated to § 3285.2(b) in the final rule.
Section 3285.902 of the final rule is
revised by recommending that the
installation instructions include
recommendations that the home should
not be moved to the site until: (1) The
LAHJ is informed, (2) the site is
prepared in accordance with Subpart C
of the Model Installation Standards, and
(3) utilities are available as required by
the LAHJ. In addition, recommended
provisions for: (1) Positioning the home
in the proposed rule have been
relocated to § 3285.6 of the final rule, (2)
fire separation distances in the proposed
rule have been relocated to § 3285.101
in the final rule, and (3) requirements
for drainage structures have been
relocated under paragraph (b) of this
section in the final rule.
Encroachment and setback distances
in the proposed rule have been
relocated under § 3285.903, ‘‘Permits,
alterations, and on-site structures,’’ in
the final rule. In addition, paragraph (c)
of this section in the final rule is
modified to indicate that each accessory
building and structure is to be designed
to support its own live and dead loads,
unless the structure is attached to the
manufactured home and otherwise
included in the installation instructions
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59359
or designed by a professional engineer
or registered architect.
The provisions for utility service
connections are renumbered as
§ 3285.904 in the final rule, and
recommendations for procedures to be
used prior to making utility service
connections are revised in the final rule,
as follows: (1) Where both utility
services and the LAHJ are available,
both should be consulted prior to
making any connections of the
manufactured home to the utilities; (2)
where no LAHJ exists and utility
services are available, the utility should
be consulted before connecting the
manufactured home to any utility
service; and (3) in rural areas where no
LAHJ or utility services are available, a
professional should be consulted prior
to making any system connections.
The provisions for heating oil systems
are renumbered as § 3285.905 in the
final rule and the recommendations for
the installation instructions are revised
in the final rule to indicate that homes
with these systems and storage tanks be
tested to in accordance with NFPA 31,
Standard for Installation of Oil Burning
Equipment, 2001 edition, or, if
applicable, to the more stringent
requirements of the LAHJ.
The provisions for telephone and
cable TV in the proposed rule are
renumbered as § 3285.906 in the final
rule and it is recommended that the
installation instructions explain that
these services should be installed in
accordance with the requirements of the
LAHJ or the NEC, NFPA No. 70–2005.
IV. Revisions to Standards
Incorporated by Reference (Reference
Standards)
The following is a list of the standards
incorporated by reference that is being
revised from those in the proposed rule
by this final rule.
Added:
AWPA—American Wood-Preservers’
Association, P.O. Box 388, Selma,
Alabama 36702.
AWPA M4–02, Standard for the Care of
Preservative-Treated Wood Products,
2002.
AWPA U1–04, Use Category System;
User Specification for Treated Wood,
2004.
APA—The Engineered Wood
Association, 7011 South 19th Street,
Tacoma, Washington 98411,
telephone number (253) 565–6600, fax
number (253) 565–7265.
PS1–95, Construction and Industrial
Plywood (with typical APA
trademarks), 1995 edition.
NFPA Publications—National Fire
Protection Association, 1
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Batterymarch Park, Quincy,
Massachusetts 02169–7471.
NFPA No. 70, National Electrical Code,
2005.
U.L.—Underwriters Laboratories, 333
Pfingsten Road, Northbrook, Illinois
60062.
UL 181A, Standard for Safety Closure
Systems for Use with Rigid Air Ducts
and Air Connectors, 1994, with 1998
revisions.
UL 181B, Standard for Safety Closure
Systems for Use with Flexible Air
Ducts and Air Connectors, 1995, with
1998 revisions.
Removed:
AWPA—American Wood-Preservers’
Association, P.O. Box 388, Selma,
Alabama 36702.
AWPA C2, Standard for the Preservative
Treatment of Lumber, Timber, Bridge
Ties and Mine Ties, by Pressure
Processes, 2001.
AWPA C9, Plywood—Preservative
Treatment by Pressure Processes,
2000.
V. Findings and Certifications
Regulatory Planning and Review
The Office of Management and Budget
(OMB) reviewed this rule under
Executive Order 12866 (entitled
‘‘Regulatory Planning and Review’’).
OMB determined that this rule is a
‘‘significant regulatory action,’’ as
defined in section 3(f) of the order
(although not an economically
significant regulatory action, as
provided under section 3(f)(1) of the
order). The docket file is available for
public inspection between 8 a.m. and 5
p.m. weekdays in the Office of the Rules
Docket Clerk, Office of General Counsel,
Department of Housing and Urban
Development, 451 Seventh Street, SW.,
Room 10276, Washington, DC. Due to
security measures at the HUD
Headquarters building, please schedule
an appointment to review the docket file
by calling the Regulations Division at
(202) 708–3055 (this is not a toll-free
number). Hearing- or speech-impaired
individuals may access this number
through TTY by calling the toll-free
Federal Information Relay Service at 1–
(800) 877–8339.
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Paperwork Reduction Act
The information collection
requirements contained in this rule are
currently approved by OMB under
section 3504(h) of the Paperwork
Reduction Act of 1980 (44 U.S.C. 3501–
3520) and assigned OMB Control
Number 2502–0253. An agency may not
conduct or sponsor, and a person is not
required to respond to a collection of
information, unless the collection
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displays a currently valid control
number.
Unfunded Mandates Reform Act
Title II of the Unfunded Mandates
Reform Act of 1995 (2 U.S.C. 1531–
1538) (UMRA) establishes requirements
for federal agencies to assess the effects
of their regulatory actions on state,
local, and tribal governments, and on
the private sector. This rule does not
impose any federal mandate on any
state, local, or tribal government, or on
the private sector, within the meaning of
UMRA.
Environmental Review
A Finding of No Significant Impact
(FONSI) with respect to the
environment was made at the proposed
rule stage, in accordance with HUD
regulations at 24 CFR part 50, which
implement section 102(2)(C) of the
National Environmental Policy Act of
1969 (42 U.S.C. 4332(2)(C)) and remains
applicable to this final rule. The FONSI
is available for public inspection during
regular business hours in the Office of
the Rules Docket Clerk, Office of
General Counsel, Department of
Housing and Urban Development, 451
Seventh Street, SW., Room 10276,
Washington, DC 20410. Due to security
measures at the HUD Headquarters
building, please schedule an
appointment to review the docket file by
calling the Regulations Division at (202)
708–3055 (this is not a toll-free
number). Hearing- or speech-impaired
individuals may access this number
through TTY by calling the toll-free
Federal Information Relay Service at
(800) 877–8339.
Executive Order 13132, Federalism
Executive Order 13132 (entitled
‘‘Federalism’’) prohibits, to the extent
practicable and permitted by law, an
agency from promulgating a regulation
that has Federalism implications and
either imposes substantial direct
compliance costs on state and local
governments and is not required by
statute, or preempts state law, unless the
relevant requirements of section 6 of the
Executive Order are met. This rule does
not have Federalism implications and
does not impose substantial direct
compliance costs on state and local
governments or preempt state law
within the meaning of the Executive
Order.
HUD is required by statute to
establish Model Manufactured Home
Installation Standards through the
National Manufactured Housing
Construction and Safety Standards Act
of 1974 (42 U.S.C. 5401–5426).
However, in accordance with the
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language of the Act and as set forth in
§ 3285.1 of this rule, these Model
Installation Standards are not
preemptive, but rather establish
minimum levels of protection to
residents of manufactured homes.
The Model Installation Standards,
without the implementing regulations to
be developed for the federal installation
program, establish requirements for
installation instructions, but do not
have an impact on state-based
installation programs and standards.
These minimum requirements do not
affect governmental relationships or
distribution of power. This rule does not
establish any responsibilities for states
and localities, but rather establishes
minimum requirements to be used by
home manufacturers in the design of
manufactured home installation
instructions. Therefore, HUD has
determined that the Model Installation
Standards, if adopted, have no
federalism implications that warrant the
preparation of a Federalism Assessment,
in accordance with Executive Order
13132.
Regulatory Flexibility Act
The Regulatory Flexibility Act (5
U.S.C. 601 et seq.) requires that a
regulation that has a significant
economic impact on a substantial
number of small entities, small
businesses, or small organizations
include an initial regulatory flexibility
analysis describing the regulation’s
impact on small entities. Such an
analysis need not be undertaken if the
agency has certified that the regulation
will not have a significant economic
impact on a substantial number of small
entities.
HUD has conducted a material and
labor cost impact analysis for this rule.
The completed cost analysis determines
the cost difference between a typical
installation conforming to the Model
Installation Standards from an
installation completed in accordance
with current manufacturer installation
instructions. A typical installation is
defined by the traditional installation
method consisting of concrete footings,
masonry piers, and ground anchors. The
cost difference was found to vary
slightly depending upon whether the
home is a single-section or multi-section
home. HUD has determined the
following recommended Installation
Standards would potentially affect the
cost of the installation of manufactured
homes over and above the installation
costs currently incurred using the
manufacturer’s installation instructions:
1. Manufacturer review and revision of its
manufactured home installation manual
(§ 3285.2).
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2. Proper drainage slope away from the
home (§ 3285.203).
3. Vapor barrier lap at joints (§ 3285.204).
4. Ensure proper configuration for concrete
piers (§ 3285.304).
5. Ensure proper orientation and location
of pier supports (§ 3285.306).
6. Certification and testing of ground
anchors (§ 3285.402).
7. Water line shut-off valve (§ 3285.603).
8. Crossover duct collar hardware and
fasteners (§ 3285.606).
The cost impact for a single-section
home is determined to be about $133
per home and the cost impact for a
multi-section home is determined to be
about $151 per home. Current
manufactured home production is about
135,000 homes, consisting of about
40,500 single-section homes and 94,500
multi-section homes. The combined
average cost impact is determined to be
approximately $145.60 per home
multiplied by a total of 135,000 homes
produced in a year; this totals about
$19.6 million annually.
Based on a current installation cost of
about $5,000 for a single-wide home, the
$133 increase represents an increase of
about 2.7 percent from the current cost
of installing a single section home.
Similarly, the current cost of installing
a multi-section home is about $8,000.
Therefore, the cost impact of $151 per
multi-section home represents an
increase of about 1.9 percent from the
current cost. These estimated costs and
cost impacts do not represent a
significant economic effect on either an
industry-wide or per-home basis. These
estimates are further limited in the final
rule by recognition of the
manufacturer’s installation instructions,
including specific methods for
performing an operation or assembly, as
being deemed to comply with the Model
Installation Standards and, as a result,
may avoid the need to possibly change
certain practices in existing instructions
in order to comply with the installation
standards.
This small increase in total cost
associated with this rule would not
impose a significant burden for a small
business. The rule would regulate
establishments primarily engaged in
making manufactured homes (NAICS
32991) and the mobile home set-up and
tie-down establishments (installers)
included within the definition of all
other special trade contractors (NAICS
23599). Of the 222 firms included under
the NAICS 32991 definition, 198 are
small manufacturers that fall below the
small business threshold of 500
employees. Of the 31,320 firms included
under NAICS 23599 definition, only 53
firms exceed the small business
threshold of 500 employees and none of
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these are primarily mobile home set-up
and tie-down establishments. The rule
thus would affect a substantial number
of small entities. However, the home
manufacturers would only be subject to
an associated labor cost necessary to
revise its instructions, and the home
installer would be subject to increased
labor and material costs that would be
passed through to the end user
(manufactured home purchaser).
Moreover, because the great majority of
manufacturers and all installers are
considered small entities, there would
not be any disproportional impact on
small entities. Therefore, although this
rule would affect a substantial number
of small entities, it would not have a
significant economic impact on them.
Further, the benefits to the consumer
and public from the increase in cost
may be summarized as follows:
• Under the new standards,
substantial damage due to moisture
infiltration will be mitigated, thereby
avoiding repair and remedy that could
cost the homeowner hundreds to
thousands of dollars, depending upon
the severity of the damage.
• The new standard will require
proper configuration, location, and
construction of piers to increase
occupant and public safety.
• The new provisions for certification
and testing of ground anchors has the
potential to prevent occupant injury or
death resulting from ground anchor
installations that utilize insufficient or
under-performing ground anchors.
• The new requirement for a water
line shut-off valve provides both safety
and convenience for the occupant. The
absence of a water line shut-off valve
can potentially cause hundreds to
thousands of dollars in water damage.
• The new standard will require
galvanized screws and galvanized
collars to secure site-installed ducting to
factory provided connectors, thereby
providing for a durable and weatherprotected connection that can withstand
the elements without premature failure
and replacement. Replacement of the
connectors and fastenings per home can
total about $30 per home, including $10
in materials cost and $20 in labor costs.
• The requirement for manufacturer
review and revision of installation
instructions and subsequent third-party
approval of the installation instructions
will provide a positive impact on
occupant and general public safety.
The Secretary, in accordance with the
Regulatory Flexibility Act (5 U.S.C.
605(b)), has reviewed and approved this
rule and in so doing certifies that the
rule would not have a significant
economic impact on a substantial
number of small entities. The rule does
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59361
not provide an exemption for small
entities. This rule does not establish any
responsibilities for installers; rather, it
establishes model requirements used by
manufacturers in the design of
manufactured home installation
instructions.
Catalogue of Federal Domestic
Assistance
The Catalogue of Federal Domestic
Assistance number is 14.171.
List of Subjects
24 CFR Part 3280
Construction, Housing standards,
Incorporation by reference,
Manufactured homes, Safety.
24 CFR Part 3285
Housing standards, Incorporation by
reference, Installation, Manufactured
homes.
I Accordingly, HUD amends 24 CFR
part 3280 and adds 24 CFR part 3285 to
read as follows:
PART 3280—MANUFACTURED HOME
CONSTRUCTION AND SAFETY
STANDARDS
1. The authority citation for 24 CFR
part 3280 continues to read as follows:
I
Authority: 42 U.S.C. 3535(d), 5403, and
5424.
2. In § 3280.302, add the definitions of
anchor assembly, foundation system,
and support system in alphabetical
order and revise the definitions of
anchoring equipment, anchoring
system, diagonal tie, ground anchor, and
stabilizing devices to read as follows:
I
§ 3280.302
Definitions.
*
*
*
*
*
Anchor assembly means any device or
other means designed to transfer home
anchoring loads to the ground.
Anchoring equipment means ties,
straps, cables, turnbuckles, chains, and
other approved components, including
tensioning devices that are used to
secure a manufactured home to anchor
assemblies.
Anchoring system means a
combination of anchoring equipment
and anchor assemblies that will, when
properly designed and installed, resist
the uplift, overturning, and lateral forces
on the manufactured home and on its
support and foundation system.
Diagonal tie means a tie intended to
resist horizontal or shear forces, but
which may resist vertical, uplift, and
overturning forces.
*
*
*
*
*
Foundation system means a system of
support that is capable of transferring all
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design loads to the ground, including
elements of the support system as
defined in this section, or a site-built
permanent foundation that meets the
requirements of 24 CFR 3282.12.
Ground anchor means a specific
anchoring assembly device designed to
transfer home anchoring loads to the
ground.
*
*
*
*
*
Stabilizing devices means all
components of the anchoring and
support systems, such as piers, footings,
ties, anchoring equipment, anchoring
assemblies, or any other equipment,
materials, and methods of construction
that support and secure the
manufactured home to the ground.
*
*
*
*
*
Support system means any pilings,
columns, footings, piers, foundation
walls, shims, and any combination
thereof that, when properly installed,
support the manufactured home.
I 3. In § 3280.306, revise paragraphs
(b)(2)(iii) and (iv) to read as follows:
§ 3280.306
Windstorm protection.
*
*
*
*
*
(b) * * *
(2) * * *
(iii) That ground anchors are to be
embedded below the frost line, unless
the foundation system is frost-protected
in accordance with §§ 3285.312(b) and
3285.404 of the Model Manufactured
Home Installation Standards in this
chapter.
(iv) That ground anchors must be
installed to their full depth, and
stabilizer plates must be installed in
accordance with the ground anchor
listing or certification to provide
required resistance to overturning and
sliding.
*
*
*
*
*
I 4. In Chapter XX, add part 3285 to
read as follows:
PART 3285—MODEL MANUFACTURED
HOME INSTALLATION STANDARDS
Subpart A—General
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Sec.
3285.1 Administration.
3285.2 Manufacturer installation
instructions.
3285.3 Alterations during initial
installation.
3285.4 Incorporation by reference (IBR).
3285.5 Definitions.
3285.6 Final leveling of manufactured
home.
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Subpart C—Site Preparation
3285.201 Soil conditions.
3285.202 Soil classifications and bearing
capacity.
3285.203 Site drainage.
3285.204 Ground moisture control.
Subpart D—Foundations
3285.301 General.
3285.302 Flood hazard areas.
3285.303 Piers.
3285.304 Pier configuration.
3285.305 Clearance under homes.
3285.306 Design procedures for concrete
block piers.
3285.307 Perimeter support piers.
3285.308 Manufactured piers.
3285.309 [Reserved]
3285.310 Pier location and spacing.
3285.311 Required perimeter supports.
3285.312 Footings.
3285.313 Combination systems.
3285.314 [Reserved]
3285.315 Special snow load conditions.
Subpart E—Anchorage Against Wind
3285.401 Anchoring instructions.
3285.402 Ground anchor installations.
3285.403 Sidewall, over-the-roof, mate-line,
and shear wall straps.
3285.404 Severe climatic conditions.
3285.405 Severe wind zones.
3285.406 Flood hazard areas.
Subpart F—Optional Features
3285.501 Home installation manual
supplements.
3285.502 Expanding rooms.
3285.503 Optional appliances.
3285.504 Skirting.
3285.505 Crawlspace ventilation.
Subpart G—Ductwork and Plumbing and
Fuel Supply Systems
3285.601 Field assembly.
3285.602 Utility connections.
3285.603 Water supply.
3285.604 Drainage system.
3285.605 Fuel supply system.
3285.606 Ductwork connections.
Subpart H—Electrical Systems and
Equipment
3285.701 Electrical crossovers.
3285.702 Miscellaneous lights and fixtures.
3285.703 Smoke alarms.
3285.704 Telephone and cable TV.
Subpart I—Exterior and Interior Close-Up
3285.801 Exterior close-up.
3285.802 Structural interconnection of
multi-section homes.
3285.803 Interior close-up.
3285.804 Bottom board repair.
Subpart B—Pre-Installation Considerations
3285.101 Fire separation.
3285.102 Installation of manufactured
homes in flood hazard areas.
3285.103 Site suitability with design zone
maps.
VerDate Aug<31>2005
3285.104 Moving manufactured home to
location.
3285.105 Permits, other alterations, and onsite structures.
Subpart J—Optional Information for
Manufacturer’s Installation Instructions
3285.901 General.
3285.902 Moving manufactured home to
location.
3285.903 Permits, alterations, and on-site
structures.
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3285.904 Utility systems connection.
3285.905 Heating oil systems.
3285.906 Telephone and cable TV.
3285.907 Manufacturer additions to
installation instructions.
Authority: 42 U.S.C. 3535(d), 5403, 5404,
and 5424.
Subpart A—General
§ 3285.1
Administration.
(a) Scope. These Model Installation
Standards provide minimum
requirements for the initial installation
of new manufactured homes, in
accordance with section 605 of the Act
(42 U.S.C. 5404). The Model Installation
Standards are one component of the
Manufactured Home Installation
Program in Part 3286 of this chapter,
upon effect, and serve as the basis for
developing the manufacturers’
installation instructions required by
§ 3285.2 of this subpart. The
manufacturer’s installation instructions,
including specific methods for
performing a specific operation or
assembly, will be deemed to comply
with these Model Installation Standards,
provided they meet or exceed the
minimum requirements of these Model
Installation Standards and do not take
the home out of compliance with the
Manufactured Home Construction and
Safety Standards (24 CFR part 3280).
Work necessary to join all sections of a
multi-section home specifically
identified in Subparts G, H, and I of this
part, or work associated with connecting
exterior lights, chain-hung light fixtures,
or ceiling-suspended fans, as
specifically identified in Subpart I, is
not considered assembly or construction
of the home, although the design of
those elements of a manufactured home
must comply with the Manufactured
Home Construction and Safety
Standards (MHCSS). However, work
associated with the completion of
hinged roofs and eaves in § 3285.801
and other work done on-site and not
specifically identified in this part as
close-up is considered construction and
assembly and is subject to the
requirements of the Manufactured Home
Construction and Safety Standards (24
CFR part 3280) and the Manufactured
Home Procedural and Enforcement
Regulations (24 CFR part 3282).
(1) States that choose to operate an
installation program for manufactured
homes in lieu of the federal program
must implement installation standards
that provide protection to its residents
that equals or exceeds the protection
provided by these Model Installation
Standards.
(2) In states that do not choose to
operate their own installation program
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for manufactured homes, these Model
Installation Standards serve as the
minimum standards for manufactured
home installations.
(b) Applicability. The standards set
forth herein have been established to
accomplish certain basic objectives and
are not to be construed as relieving
manufacturers, retailers, installers, or
other parties of responsibility for
compliance with other applicable
ordinances, codes, regulations, and
laws. The manufactured homes covered
by this standard must comply with
requirements of the U.S. Department of
Housing and Urban Development’s
(HUD) MHCSS Program, as set forth in
24 CFR part 3280, Manufactured Home
Construction and Safety Standards, and
24 CFR part 3282, Manufactured Home
Procedural and Enforcement
Regulations, as well as with, upon
effect, the Manufactured Home
Installation Program, 24 CFR part 3286,
and the Dispute Resolution Program, 24
CFR part 3288. The requirements of this
part do not apply to homes installed on
site-built permanent foundations when
the manufacturer certifies the home in
accordance with § 3282.12 of this
chapter.
(c) Consultation with the
Manufactured Housing Consensus
Committee. The Secretary will seek
input from the Manufactured Housing
Consensus Committee (MHCC) when
revising the installation standards in
this part 3285. Before publication of a
proposed rule to revise the installation
standards, the Secretary will provide the
MHCC with a 120-day opportunity to
comment on such revision. The MHCC
may send to the Secretary any of the
MHCC’s own recommendations to adopt
new installation standards or to modify
or repeal any of the installation
standards in this part. Along with each
recommendation, the MHCC must set
forth pertinent data and arguments in
support of the action sought. The
Secretary will either:
(1) Accept or modify the
recommendation and publish it for
public comment in accordance with
section 553 of the Administrative
Procedure Act (5 U.S.C. 553), along with
an explanation of the reasons for any
such modification; or
(2) Reject the recommendation
entirely, and provide to the MHCC a
written explanation of the reasons for
the rejection.
§ 3285.2 Manufacturer installation
instructions.
(a) Instructions required. A
manufacturer must provide with each
new manufactured home, installation
designs and instructions that have been
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approved by the Secretary or DAPIA.
The approved installation instructions
must include all topics covered in the
Model Installation Standards for the
installation of manufactured homes.
These installation instructions and any
variations thereto that are prepared to
comply with paragraph (c) of this
section must provide protection to
residents of the manufactured homes
that equals or exceeds the protection
provided by these Model Installation
Standards and must not take the
manufactured home out of compliance
with the MHCSS. These instructions
must insure that each home will be
supported and anchored in a manner
that is capable of meeting or exceeding
the design loads required by the
MHCSS.
(b) Professional engineer or registered
architect certification. A professional
engineer or registered architect must
prepare and certify that the
manufacturer’s installation instructions
meet or exceed the Model Installation
Standards for foundation support and
anchoring whenever:
(1) The manufacturer’s installation
instructions do not conform in their
entirety to the minimum requirements
or tables or their conditions for
foundation support and anchoring of
this Standard; or
(2) An alternative foundation system
or anchoring system is employed,
including designs for basements and
perimeter support foundation systems,
whether or not it is included in the
installation instructions; or
(3) Materials such as metal piers or
alternatives to concrete footing materials
are required by the installation
instructions; or
(4) Foundation support and anchoring
systems are designed for use in areas
subject to freezing or for use in areas
subject to flood damage or high seismic
risk; or
(5) Foundations support and
anchoring systems are designed to be
used in special snow load conditions or
in severe wind design areas; or
(6) Site conditions do not allow the
use of the manufacturer’s installation
instructions; or
(7) There are any other circumstances
in which the manufacturer’s installation
instructions would not permit the home
to be installed in conformance with the
Installation Standards or the MHCSS.
(c) Variations to installation
instructions.
(1) Before an installer provides
support or anchorage that are different
than those methods specified in the
manufacturer’s installation instructions,
or when the installer encounters site or
other conditions (such as areas that are
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subject to flood damage or high seismic
risk) that prevent the use of the
instructions, the installer must:
(i) First attempt to obtain DAPIAapproved designs and instructions
prepared by the manufacturer; or
(ii) If designs and instructions are not
available from the manufacturer, obtain
an alternate design prepared and
certified by a registered professional
engineer or registered architect for the
support and anchorage of the
manufactured home that is consistent
with the manufactured home design,
conforms to the requirements of the
MHCSS, and has been approved by the
manufacturer and the DAPIA.
(2) The manufacturer’s installation
instructions must include an
explanation of the requirement in
paragraph (c)(1) of this section.
(d) Installer certification. In making
the certification of the installation
required under part 3286 of this chapter,
upon effect, an installer must certify
that it completed the installation in
compliance with either the
manufacturer’s instructions or with an
alternate installation design and
instructions that have been prepared by
the manufacturer or prepared in
compliance with paragraph (c) of this
section.
(e) Temporary storage. The
installation instructions must provide at
least one method for temporarily
supporting each transportable section of
a manufactured home, to prevent
structural and other damage to the
structure, when those section(s) are
temporarily sited at the manufacturer’s
facility, retailer’s lot, or the home site.
§ 3285.3 Alterations during initial
installation.
Additions, modifications, or
replacement or removal of any
equipment that affects the installation of
the home made by the manufacturer,
retailer, or installer prior to completion
of the installation by an installer must
equal or exceed the protections and
requirements of these Model Installation
Standards, the MHCSS (24 CFR part
3280) and the Manufactured Home
Procedural and Enforcement
Regulations (24 CFR part 3282). An
alteration, as defined in § 3282.7 of this
chapter, must not affect the ability of the
basic manufactured home to comply
with the MHCSS, and the alteration
must not impose additional loads to the
manufactured home or its foundation,
unless the alteration is included in the
manufacturer’s DAPIA-approved
designs and installation instructions, or
is designed by a registered professional
engineer or architect consistent with the
manufacturer’s design and that
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conforms to the requirements of the
MHCSS.
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§ 3285.4
Incorporation by reference (IBR).
(a) The materials listed in this section
are incorporated by reference in the
corresponding sections noted. These
incorporations by reference were
approved by the Director of the Federal
Register, in accordance with 5 U.S.C.
552(a) and 1 CFR part 51. The materials
are available for purchase at the
corresponding addresses noted below,
and all are available for inspection at
the Office of Manufactured Housing
Programs, U.S. Department of Housing
and Urban Development, 451 Seventh
Street, SW., Room 9164, Washington,
DC 20410; or the National Archives and
Records Administration (NARA). For
information on the availability of this
material at NARA, call (202) 741–6030,
or go to: https://www.archives.gov/
federal-register/cfr/ibr-locations.html.
(b) The materials listed below are
available for purchase from the Air
Conditioning Contractors of America
(ACCA), 2800 Shirlington Road, Suite
300, Arlington, Virginia 22206.
(1) ACCA Manual J, Residential Load
Calculation, 8th Edition, IBR approved
for § 3285.503(a)(1)(i)(A).
(2) [Reserved]
(c) The materials listed below are
available for purchase from APA—The
Engineered Wood Association, 7011
South 19th Street, Tacoma, Washington
98411, telephone number (253) 565–
6600, fax number (253) 565–7265.
(1) PS1–95, Construction and
Industrial Plywood (with typical APA
trademarks), 1995 edition, IBR approved
for § 3285.312(a)(2)(i).
(2) [Reserved]
(d) The materials listed below are
available for purchase from American
Society of Heating, Refrigerating and Air
Conditioning Engineers (ASHRAE),
1791 Tullie Circle, NE., Atlanta, Georgia
30329–2305.
(1) ASHRAE Handbook of
Fundamentals, 1997 Inch-Pound
Edition, IBR approved for
§ 3285.503(a)(1)(i)(A).
(2) [Reserved]
(e) The materials listed below are
available for purchase from American
Society for Testing and Materials
(ASTM), 100 Barr Harbor Drive, West
Conshohocken, Pennsylvania 19428–
2959.
(1) ASTM C 90–02a, Standard
Specification for Loadbearing Concrete
Masonry Units, 2002, IBR approved for
§ 3285.312(a)(1)(i).
(2) ASTM D 1586–99, Standard Test
Method for Penetration Test and SplitBarrel Sampling of Soils, 1999, IBR
approved for the table at § 3285.202(c).
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(3) ASTM D 2487–00, Standard
Practice for Classification of Soils for
Engineering Purposes (Unified Soil
Classification System), 2000, IBR
approved for the table at § 3285.202(c).
(4) ASTM D 2488–00, Standard
Practice for Description and
Identification of Soils (Visual-Manual
Procedure), 2000, IBR approved for the
table at § 3285.202(c).
(5) ASTM D 3953–97, Standard
Specification for Strapping, Flat Steel
and Seals, 1997, IBR approved for
§ 3285.402(b)(2) and Note 10 to Table 1
to § 3285.402.
(f) The materials listed below are
available for purchase from American
Wood-Preservers’ Association (AWPA),
P.O. Box 388, Selma, Alabama 36702.
(1) AWPA M4–02, Standard for the
Care of Preservative-Treated Wood
Products, 2002, IBR approved for
§ 3285.312(a)(2)(iii).
(2) AWPA U1–04, Use Category
System; User Specification for Treated
Wood, 2004, IBR approved for
§§ 3285.303(b)(1), 3285.312(a)(2)(ii), and
3285.504(c).
(g) The materials listed below are
available for purchase from the Federal
Emergency Management Administration
(FEMA), 500 C Street, SW., Washington,
DC 20472.
(1) FEMA 85/September 1985,
Manufactured Home Installation in
Flood Hazard Areas, 1985, IBR
approved for § 3285.102(d)(3).
(2) [Reserved]
(h) The materials listed below are
available for purchase from the National
Fire Protection Association (NFPA), 1
Batterymarch Park, Quincy,
Massachusetts 02169–7471.
(1) NFPA 31, Standard for the
Installation of Oil Burning Equipment,
2001 edition, IBR approved for
§§ 3285.905(a) and 3285.905(d)(3).
(2) NFPA 70, National Electrical Code,
2005 edition, IBR approved for
§§ 3285.702(e)(1) and 3285.906.
(3) NFPA 501A, Standard for Fire
Safety Criteria for Manufactured Home
Installations, Sites, and Communities,
2003 edition, IBR approved for
§ 3285.101.
(i) The materials listed below are
available for purchase from the
Structural Engineering Institute/
American Society of Civil Engineers
(SEI/ASCE), 1801 Alexander Bell Drive,
Reston, Virginia 20191.
(1) SEI/ASCE 32–01, Design and
Construction of Frost-Protected Shallow
Foundations, 2001, IBR approved for
§§ 3285.312(b)(2)(ii) and
3285.312(b)(3)(ii).
(2) [Reserved]
(j) The materials listed below are
available for purchase from
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Underwriters Laboratories (UL), 333
Pfingsten Road, Northbrook, Illinois
60062.
(1) UL 181A, Closure Systems for Use
With Rigid Air Ducts and Air
Connectors, 1994, with 1998 revisions,
IBR approved for § 3285.606(a).
(2) UL 181B, Closure Systems for Use
With Flexible Air Ducts and Air
Connectors, 1995, with 1998 revisions,
IBR approved for § 3285.606(a).
§ 3285.5
Definitions.
The definitions contained in this
section apply to the terms used in these
Model Installation Standards. Where
terms are not included, common usage
of the terms applies. The definitions are
as follows:
Act. The National Manufactured
Housing Construction and Safety
Standards Act of 1974, 42 U.S.C. 5401–
5426.
Anchor assembly. Any device or other
means designed to transfer home
anchoring loads to the ground.
Anchoring equipment. Ties, straps,
cables, turnbuckles, chains, and other
approved components, including
tensioning devices that are used to
secure a manufactured home to anchor
assemblies.
Anchoring system. A combination of
anchoring equipment and anchor
assemblies that will, when properly
designed and installed, resist the uplift,
overturning, and lateral forces on the
manufactured home and on its support
and foundation system.
Approved. When used in connection
with any material, appliance or
construction, means complying with the
requirements of the Department of
Housing and Urban Development.
Arid region. An area subject to 15
inches or less of annual rainfall.
Base flood. The flood having a one
percent chance of being equaled or
exceeded in any given year.
Base flood elevation (BFE). The
elevation of the base flood, including
wave height, relative to the datum
specified on a LAHJ’s flood hazard map.
Comfort cooling certificate. A
certificate permanently affixed to an
interior surface of the home specifying
the factory design and preparations for
air conditioning the manufactured
home.
Crossovers. Utility interconnections in
multi-section homes that are located
where the sections are joined. Crossover
connections include heating and cooling
ducts, electrical circuits, water pipes,
drain plumbing, and gas lines.
Design Approval Primary Inspection
Agency (DAPIA). A state or private
organization that has been accepted by
the Secretary in accordance with the
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requirements of Part 3282, Subpart H of
this chapter, which evaluates and
approves or disapproves manufactured
home designs and quality control
procedures.
Diagonal tie. A tie intended to resist
horizontal or shear forces, but which
may resist vertical, uplift, and
overturning forces.
Flood hazard area. The greater of
either: The special flood hazard area
shown on the flood insurance rate map;
or the area subject to flooding during the
design flood and shown on a LAHJ’s
flood hazard map, or otherwise legally
designated.
Flood hazard map. A map delineating
the flood hazard area and adopted by a
LAHJ.
Footing. That portion of the support
system that transmits loads directly to
the soil.
Foundation system. A system of
support that is capable of transferring all
design loads to the ground, including
elements of the support system, as
defined in this section, or a site-built
permanent foundation that meets the
requirements of 24 CFR 3282.12.
Ground anchor. A specific anchoring
assembly device designed to transfer
home anchoring loads to the ground.
Installation instructions. DAPIAapproved instructions provided by the
home manufacturer that accompany
each new manufactured home and
detail the home manufacturer
requirements for support and anchoring
systems, and other work completed at
the installation site to comply with
these Model Installation Standards and
the Manufactured Home Construction
and Safety Standards in 24 CFR part
3280.
Installation standards. Reasonable
specifications for the installation of a
new manufactured home, at the place of
occupancy, to ensure proper siting; the
joining of all sections of the home; and
the installation of stabilization, support,
or anchoring systems.
Labeled. A label, symbol, or other
identifying mark of a nationally
recognized testing laboratory, inspection
agency, or other organization concerned
with product evaluation that maintains
periodic inspection of production of
labeled equipment or materials, and by
whose labeling is indicated compliance
with nationally recognized standards or
tests to determine suitable usage in a
specified manner.
Listed or certified. Included in a list
published by a nationally recognized
testing laboratory, inspection agency, or
other organization concerned with
product evaluation that maintains
periodic inspection of production of
listed equipment or materials, and
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whose listing states either that the
equipment or material meets nationally
recognized standards or has been tested
and found suitable for use in a specified
manner.
Local authority having jurisdiction
(LAHJ). The state, city, county, city and
county, municipality, utility, or
organization that has local
responsibilities and requirements that
must be complied with during the
installation of a manufactured home.
Lowest floor. The floor of the lowest
enclosed area of a manufactured home.
An unfinished or flood-resistant
enclosure, used solely for vehicle
parking, home access, or limited storage,
must not be considered the lowest floor,
provided the enclosed area is not
constructed so as to render the home in
violation of the flood-related provisions
of this standard.
Manufactured home. A structure,
transportable in one or more sections,
which in the traveling mode is 8 body
feet or more in width or 40 body feet or
more in length, or which when erected
on site is 320 or more square feet, and
which is built on a permanent chassis
and designed to be used as a dwelling
with or without a permanent foundation
when connected to the required
utilities, and includes the plumbing,
heating, air-conditioning, and electrical
systems contained in the structure. This
term includes all structures that meet
the above requirements, except the size
requirements and with respect to which
the manufacturer voluntarily files a
certification, pursuant to § 3282.13 of
this chapter, and complies with the
MHCSS set forth in part 3280 of this
chapter. The term does not include any
self-propelled recreational vehicle.
Calculations used to determine the
number of square feet in a structure will
include the total of square feet for each
transportable section comprising the
completed structure and will be based
on the structure’s exterior dimensions
measured at the largest horizontal
projections when erected on-site. These
dimensions will include all expandable
rooms, cabinets, and other projections
containing interior space, but do not
include bay windows. Nothing in this
definition should be interpreted to mean
that a manufactured home necessarily
meets the requirements of HUD’s
Minimum Property Standards (HUD
Handbook 4900.1) or that it is
automatically eligible for financing
under 12 U.S.C. 1709(b) certification.
Manufactured Home Construction
and Safety Standards or MHCSS. The
Manufactured Home Construction and
Safety Standards established in part
3280 of this chapter, pursuant to section
604 of the Act, 42 U.S.C. 5403.
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Manufactured home gas supply
connector. A listed connector designed
for connecting the manufactured home
to the gas supply source.
Manufactured home site. A
designated parcel of land designed for
the installation of one manufactured
home for the exclusive use of the
occupants of the home.
Manufactured Housing Consensus
Committee or MHCC. The consensus
committee established pursuant to
section 604(a)(3) of the Act, 42 U.S.C.
5403(a)(3).
Model Installation Standards. The
installation standards established in
part 3285 of this chapter, pursuant to
section 605 of the Act, 42 U.S.C. 5404.
Pier. That portion of the support
system between the footing and the
manufactured home, exclusive of shims.
Types of piers include, but are not
limited to: Manufactured steel stands;
pressure-treated wood; manufactured
concrete stands; concrete blocks; and
portions of foundation walls.
Ramada. Any freestanding roof or
shade structure, installed or erected
above a manufactured home or any
portion thereof.
Secretary. The Secretary of Housing
and Urban Development, or an official
of HUD delegated the authority of the
Secretary with respect to the Act.
Skirting. A weather-resistant material
used to enclose the perimeter, under the
living area of the home, from the bottom
of the manufactured home to grade.
Stabilizing devices. All components of
the anchoring and support systems,
such as piers, footings, ties, anchoring
equipment, anchoring assemblies, or
any other equipment, materials, and
methods of construction, that support
and secure the manufactured home to
the ground.
State. Each of the several states, the
District of Columbia, the
Commonwealth of Puerto Rico, Guam,
the Virgin Islands, and American
Samoa.
Support system. Pilings, columns,
footings, piers, foundation walls, shims,
and any combination thereof that, when
properly installed, support the
manufactured home.
Tie. Straps, cable, or securing devices
used to connect the manufactured home
to anchoring assemblies.
Ultimate load. The absolute
maximum magnitude of load that a
component or system can sustain,
limited only by failure.
Utility connection. The connection of
the manufactured home to utilities that
include, but are not limited to,
electricity, water, sewer, gas, or fuel oil.
Vertical tie. A tie intended to resist
uplifting and overturning forces.
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Wind zone. The areas designated on
the Basic Wind Zone Map, as further
defined in § 3280.305(c) of the
Manufactured Home Construction and
Safety Standards in this chapter, which
delineate the wind design load
requirements.
Working load. The maximum
recommended load that may be exerted
on a component or system determined
by dividing the ultimate load of a
component or system by an appropriate
factor of safety.
§ 3285.6
home.
Final leveling of manufactured
The manufactured home must be
adequately leveled prior to completion
of the installation, so that the home’s
performance will not be adversely
affected. The home will be considered
adequately leveled if there is no more
than 1⁄4 inch difference between
adjacent pier supports (frame or
perimeter) and the exterior doors and
windows of the home do not bind and
can be properly operated.
Subpart B—Pre-Installation
Considerations
§ 3285.101
Fire separation.
Fire separation distances must be in
accordance with the requirements of
Chapter 6 of NFPA 501A, 2003 edition
(incorporated by reference, see § 3285.4)
or the requirements of the LAHJ. The
installation instructions must clearly
indicate this requirement in a separate
section and must caution installers to
take into account any local requirements
on fire separation.
sroberts on PROD1PC70 with RULES
§ 3285.102 Installation of manufactured
homes in flood hazard areas.
(a) Definitions. Except to the extent
otherwise defined in Subpart A, the
terms used in this subpart are as defined
in 44 CFR 59.1 of the National Flood
Insurance Program (NFIP) regulations.
(b) Applicability. The provisions of
this section apply to the initial
installation of new manufactured homes
located wholly or partly within a flood
hazard area.
(c) Pre-installation considerations.
Prior to the initial installation of a new
manufactured home, the installer is
responsible for determining whether the
manufactured home site lies wholly or
partly within a special flood hazard area
as shown on the LAHJ’s Flood Insurance
Rate Map, Flood Boundary and
Floodway Map, or Flood Hazard
Boundary Map, or if no LAHJ, in
accordance with NFIP regulations. If so
located, and before an installation
method is agreed upon, the map and
supporting studies adopted by the LAHJ
must be used to determine the flood
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hazard zone and base flood elevation at
the site.
(d) General elevation and foundation
requirements.
(1) Methods and practices.
Manufactured homes located wholly or
partly within special flood hazard areas
must be installed on foundations
engineered to incorporate methods and
practices that minimize flood damage
during the base flood, in accordance
with the requirements of the LAHJ, 44
CFR 60.3(a) through (e), and other
provisions of 44 CFR referenced by
those paragraphs.
(2) Outside appliances.
(i) Appliances installed on the
manufactured home site in flood hazard
areas must be anchored and elevated to
or above the same elevation as the
lowest elevation of the lowest floor of
the home.
(ii) Appliance air inlets and exhausts
in flood hazard areas must be located at
or above the same elevation as the
lowest elevation of the lowest floor of
the home.
(3) Related guidance. Refer to FEMA
85/September 1985, Manufactured
Home Installation in Flood Hazard
Areas, 1985 (incorporated by reference,
see § 3285.4).
§ 3285.103
maps.
Site suitability with design zone
Prior to the initial installation of a
new manufactured home and as part of
making the certification of the
installation required under part 3286,
upon effect, the installer is to verify that
the design and construction of the
manufactured home, as indicated on the
design zone maps provided with the
home, are suitable for the site location
where the home is to be installed. The
design zone maps are those identified in
part 3280 of this chapter.
(a) Wind zone. Manufactured homes
must not be installed in a wind zone
that exceeds the design wind loads for
which the home has been designed, as
evidenced by the wind zone indicated
on the home’s data plate and as further
defined by counties or local
governments within affected states, as
applicable, in § 3280.305(c)(2) of the
Manufactured Home Construction and
Safety Standards in this chapter.
(b) Roof load zone. Manufactured
homes must not be located in a roof load
zone that exceeds the design roof load
for which the home has been designed,
as evidenced by the roof load zone
indicated on the home’s data plate and
as further defined by counties or local
governments within affected states, as
applicable, in § 3280.305(c)(3) of the
Manufactured Home Construction and
Safety Standards in this chapter. Refer
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to § 3285.315 for Special Snow Load
Conditions.
(c) Thermal zone. Manufactured
homes must not be installed in a
thermal zone that exceeds the thermal
zone for which the home has been
designed, as evidenced by the thermal
zone indicated on the heating/cooling
certificate and insulation zone map and
as further defined by counties or local
governments within affected states, as
applicable, in § 3280.504(b)(5) of the
Manufactured Home Construction and
Safety Standards in this chapter. The
manufacturer may provide the heating/
cooling information and insulation zone
map on the home’s data plate.
§ 3285.104
location.
Moving manufactured home to
Refer to § 3285.902 for considerations
related to moving the manufactured
home to the site of installation.
§ 3285.105 Permits, other alterations, and
on-site structures.
Refer to § 3285.903 for considerations
related to permitting, other alterations,
and on-site structures.
Subpart C—Site Preparation
§ 3285.201
Soil conditions.
To help prevent settling or sagging,
the foundation must be constructed on
firm, undisturbed soil or fill compacted
to at least 90 percent of its maximum
relative density. All organic material
such as grass, roots, twigs, and wood
scraps must be removed in areas where
footings are to be placed. After removal
of organic material, the home site must
be graded or otherwise prepared to
ensure adequate drainage, in accordance
with § 3285.203.
§ 3285.202
capacity.
Soil classifications and bearing
The soil classification and bearing
capacity of the soil must be determined
before the foundation is constructed and
anchored. The soil classification and
bearing capacity must be determined by
one or more of the following methods,
unless the soil bearing capacity is
established as permitted in paragraph (f)
of this section:
(a) Soil tests. Soil tests that are in
accordance with generally accepted
engineering practice; or
(b) Soil records. Soil records of the
applicable LAHJ; or
(c) Soil classifications and bearing
capacities. If the soil class or bearing
capacity cannot be determined by test or
soil records, but its type can be
identified, the soil classification,
allowable pressures, and torque values
shown in Table to § 3285.202 may be
used.
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(d) A pocket penetrometer; or
(e) In lieu of determining the soil
bearing capacity by use of the methods
shown in the table, an allowable
pressure of 1,500 psf may be used,
unless the site-specific information
requires the use of lower values based
on soil classification and type.
(f) If the soil appears to be composed
of peat, organic clays, or uncompacted
fill, or appears to have unusual
conditions, a registered professional
59367
geologist, registered professional
engineer, or registered architect must
determine the soil classification and
maximum allowable soil bearing
capacity.
TABLE TO § 3285.202
Soil classification
Classification number
ASTM D 2487–00 or
D 2488–00
(incorporated by reference, see
§ 3285.4)
1 ................
2 ................
..................................
GW, GP, SW, SP,
GM, SM.
3 ................
GC, SC, ML, CL ......
4A ..............
CG, MH 2 .................
4B ..............
5 ................
CH, MH 2 ..................
OL, OH, PT .............
Soil description
Allowable soil bearing pressure (psf) 1
Blow count
ASTM D
1586–99
Rock or hard pan .......................................
Sandy gravel and gravel; very than dense
and/or cemented sands; course gravel/
cobbles; preloaded silts, clays and coral.
Sand; silty sand; clayey sand; silty gravel;
medium dense course sands; sandy
gravel; and very stiff silt, sand clays.
Loose to medium dense sands; firm to
stiff clays and silts; alluvial fills.
Loose sands; firm clays; alluvial fills .........
Uncompacted fill; peat; organic clays .......
4000+ .......................
2000 .........................
40+
Torque probe 3
value 4
(inch-pounds)-
More than 550.
1500 .........................
24–39
351–550.
1000 .........................
18–23
276–350.
1000 .........................
Refer to 3285.202(e)
12–17
0–11
175–275.
Less than 175.
Notes:
1 The values provided in this table have not been adjusted for overburden pressure, embedment depth, water table height, or settlement problems.
2 For soils classified as CH or MH, without either torque probe values or blow count test results, selected anchors must be rated for a 4B soil.
3 The torque test probe is a device for measuring the torque value of soils to assist in evaluating the holding capacity of the soil in which the
ground anchor is placed. The shaft must be of suitable length for the full depth of the ground anchor.
4 The torque value is a measure of the load resistance provided by the soil when subject to the turning or twisting force of the probe.
§ 3285.203
Site Drainage.
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(a) Purpose. Drainage must be
provided to direct surface water away
from the home to protect against erosion
of foundation supports and to prevent
water build-up under the home, as
shown in Figure to § 3285.203.
(b) The home site must be graded as
shown in Figure to § 3285.203, or other
methods, such as a drain tile and
automatic sump pump system, must be
provided to remove any water that may
collect under the home.
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(c) All drainage must be diverted
away from the home and must slope a
minimum of one-half inch per foot away
from the foundation for the first ten feet.
Where property lines, walls, slopes, or
other physical conditions prohibit this
slope, the site must be provided with
drains or swales or otherwise graded to
drain water away from the structure, as
shown in Figure to § 3285.203.
(d) Sloped site considerations. The
home, where sited, must be protected
from surface runoff from the
surrounding area.
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(e) Refer to § 3285.902 regarding the
use of drainage structures to drain
surface runoff.
(f) Gutters and downspouts.
Manufacturers must specify in their
installation instructions whether the
home is suitable for the installation of
gutters and downspouts. If suitable, the
installation instructions must indicate
that when gutters and downspouts are
installed, the runoff must be directed
away from the home.
BILLING CODE 4210–07–P
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§ 3285.204
Ground moisture control.
(a) Vapor retarder. If the space under
the home is to be enclosed with skirting
or other materials, a vapor retarder must
be installed to cover the ground under
the home, unless the home is installed
in an arid region with dry soil
conditions.
(b) Vapor retarder material. A
minimum of six mil polyethylene
sheeting or its equivalent must be used.
(c) Proper installation. (1) The entire
area under the home must be covered
with the vapor retarder, as noted in
§ 3285.204(a), except for areas under
open porches, decks, and recessed
entries. Joints in the vapor retarder must
be overlapped at least 12 inches.
(2) The vapor retarder may be placed
directly beneath footings, or otherwise
installed around or over footings placed
at grade, and around anchors or other
obstructions.
(3) Any voids or tears in the vapor
retarder must be repaired. At least one
repair method must be provided in the
manufacturer’s installation instructions.
Subpart D—Foundations
§ 3285.301
General.
(a) Foundations for manufactured
home installations must be designed
and constructed in accordance with this
subpart and must be based on site
conditions, home design features, and
the loads the home was designed to
withstand, as shown on the home’s data
plate.
(b) Foundation systems that are not
pier and footing type configurations
may be used when verified by
engineering data and designed in
accordance with § 3285.301(d),
consistent with the design loads of the
MHCSS. Pier and footing specifications
that are different than those provided in
this subpart, such as block size, metal
piers, section width, loads, and spacing,
may be used when verified by
engineering data that comply with
§§ 3285.301(c) and (d) and are capable
of resisting all design loads of the
MHCSS.
(c) All foundation details, plans, and
test data must be designed and certified
by a registered professional engineer or
registered architect, and must not take
the home out of compliance with the
MHCSS. (See 3285.2)
(d) Alternative foundation systems or
designs are permitted in accordance
with either of the following:
(1) Systems or designs must be
manufactured and installed in
accordance with their listings by a
nationally recognized testing agency,
based on a nationally recognized testing
protocol; or
(2) System designs must be prepared
by a professional engineer or a
registered architect or tested and
certified by a professional engineer or
registered architect in accordance with
acceptable engineering practice and
must be manufactured and installed so
as not to take the home out of
compliance with the Manufactured
Home Construction and Safety
Standards (part 3280 of this chapter).
§ 3285.302
Flood hazard areas.
In flood hazard areas, foundations,
anchorings, and support systems must
be capable of resisting loads associated
with design flood and wind events or
combined wind and flood events, and
homes must be installed on foundation
supports that are designed and anchored
to prevent floatation, collapse, or lateral
movement of the structure.
Manufacturer’s installation instructions
must indicate whether:
(a) The foundation specifications have
been designed for flood-resistant
considerations, and, if so, the conditions
of applicability for velocities, depths, or
wave action; or
(b) The foundation specifications are
not designed to address flood loads.
§ 3285.303
59369
Piers.
(a) General. The piers used must be
capable of transmitting the vertical live
and dead loads to the footings or
foundation.
(b) Acceptable piers—materials
specification.
(1) Piers are permitted to be concrete
blocks; pressure-treated wood with a
water borne preservative, in accordance
with AWPA Standard U1–04
(incorporated by reference, see § 3285.4)
for Use Category 4B ground contact
applications; or adjustable metal or
concrete piers.
(2) Manufactured piers must be listed
or labeled for the required vertical load
capacity, and, where required by design,
for the appropriate horizontal load
capacity.
(c) Design requirements.
(1) Load-bearing capacity. The load
bearing capacity for each pier must be
designed to include consideration for
the dimensions of the home, the design
dead and live loads, the spacing of the
piers, and the way the piers are used to
support the home.
(2) Center beam/mating wall support
must be required for multi-section
homes and designs must be consistent
with Tables 2 and 3 to § 3285.303 and
Figures A, B, and C to § 3285.310.
(d) Pier loads.
(1) Design support configurations for
the pier loads, pier spacing, and roof
live loads must be in accordance with
Tables 1, 2, and 3 to § 3285.303 and the
MHCSS. Other pier designs are
permitted in accordance with the
provisions of this subpart.
(2) Manufactured piers must be rated
at least to the loads required to safely
support the dead and live loads, as
required by § 3285.301, and the
installation instructions for those piers
must be consistent with Tables 1, 2, and
3 to this section.
TABLE 1 TO § 3285.303—FRAME BLOCKING ONLY/PERIMETER SUPPORT NOT REQUIRED EXCEPT AT OPENINGS
Roof live load
(psf)
Pier spacing
Location
Load (lbs.)
20
30
40
Frame ...........................................................................
Frame ...........................................................................
Frame ...........................................................................
2,900
3,300
3,600
6 ft. 0 in. .......................................................................
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4 ft. 0 in. .......................................................................
20
30
40
Frame ...........................................................................
Frame ...........................................................................
Frame ...........................................................................
4,200
4,700
5,200
8 ft. 0 in. .......................................................................
20
30
40
Frame ...........................................................................
Frame ...........................................................................
Frame ...........................................................................
5,500
6,200
6,900
10 ft. 0 in. .....................................................................
20
30
Frame ...........................................................................
Frame ...........................................................................
6,800
7,600
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TABLE 1 TO § 3285.303—FRAME BLOCKING ONLY/PERIMETER SUPPORT NOT REQUIRED EXCEPT AT OPENINGS
Roof live load
(psf)
Pier spacing
40
Notes:
1. See Table to § 3285.312 for cast-in-place
footing design by using the noted loads.
2. Table 1 is based on the following design
assumptions: maximum 16 ft. nominal
section width (15 ft. actual width), 12’’ eave,
10’’ I-beam size, 300 lbs. pier dead load, 10
Location
Load (lbs.)
Frame ...........................................................................
psf roof dead load, 6 psf floor dead load, 35
plf wall dead load, and 10 plf chassis dead
load.
3. Interpolation for other pier spacing is
permitted.
4. The pier spacing and loads shown in the
above table do not consider flood or seismic
8,500
loads and are not intended for use in flood
or seismic hazard areas. In those areas, the
foundation support system is to be designed
by a professional engineer or architect.
5. See Table to § 3285.312 for sizing of
footings.
TABLE 2 TO § 3285.303—FRAME PLUS PERIMETER BLOCKING/PERIMETER BLOCKING REQUIRED
Roof live load
(psf)
Maximum pier spacing
Location
Load (lbs.)
20
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
1,400
1,900
3,200
4 ft. 0 in. .......................................................................
30
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
1,400
2,300
3,800
4 ft. 0 in. .......................................................................
40
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
1,400
2,600
4,400
6 ft. 0 in. .......................................................................
20
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
1,900
2,700
4,700
6 ft. 0 in. .......................................................................
30
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
1,900
3,200
5,600
6 ft. 0 in. .......................................................................
40
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
1,900
3,700
6,500
8 ft. 0 in. .......................................................................
20
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
2,400
3,500
6,100
8 ft. 0 in. .......................................................................
30
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
2,400
4,200
7,300
8 ft. 0 in. .......................................................................
40
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
2,400
4,800
8,500
10 ft. 0 in. .....................................................................
20
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
2,900
4,300
7,600
10 ft. 0 in. .....................................................................
30
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
2,900
5,100
9,100
10 ft. 0 in. .....................................................................
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4 ft. 0 in. .......................................................................
40
Frame ...........................................................................
Perimeter ......................................................................
Mating ...........................................................................
2,900
6,000
10,600
Notes:
1. See Table to § 3285.312 for cast-in-place
footing design by using the noted loads.
2. Mating wall perimeter piers and footings
only required under full height mating walls
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supporting roof loads. Refer to Figures A and
B to § 3285.310.
3. Table 2 is based on the following design
assumptions: maximum 16 ft. nominal
section width (15 ft. actual width), 12’’ eave,
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10’’ I-beam size, 300 lbs. pier dead load, 10
psf roof dead load, 6 psf floor dead load, 35
plf wall dead load, and 10 plf chassis dead
load.
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4. Interpolation for other pier spacing is
permitted.
5. The pier spacing and loads shown in the
above table do not consider flood or seismic
loads and are not intended for use in flood
or seismic hazard areas. In those areas, the
foundation support system is to be designed
by a professional engineer or architect.
6. See Table to § 3285.312 for sizing of
footings.
6. See Table to § 3285.312 for sizing of
footings.
§ 3285.304
Pier configuration.
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(a) Concrete blocks. Installation
instructions for concrete block piers
must be developed in accordance with
the following provisions and must be
consistent with Figures A and B to
§ 3285.306.
(1) Load-bearing (not decorative)
TABLE 3 TO § 3285.303—RIDGE BEAM concrete blocks must have nominal
SPAN FOOTING CAPACITY
dimensions of at least 8 inches × 8
inches × 16 inches;
Mating wall
Roof live load
Pier and foot(2) The concrete blocks must be
opening (ft)
(psf)
ing load (lbs.)
stacked with their hollow cells aligned
20
1,200 vertically; and
(3) When piers are constructed of
5 ................
30
1,600
40
1,900 blocks stacked side-by-side, each layer
must be at right angles to the preceding
20
2,300 one, as shown in Figure B to § 3285.306.
10 ..............
30
3,100
(b) Caps. (1) Structural loads must be
40
3,800 evenly distributed across capped-hollow
20
3,500 block piers, as shown in Figures A and
15 ..............
30
4,700 B to § 3285.306.
(2) Caps must be solid concrete or
40
5,800
masonry at least 4 inches in nominal
20
4,700 thickness, or hardboard lumber at least
20 ..............
30
6,200 2 inches nominal in thickness; or be
40
7,500 corrosion-protected minimum one-half
inch thick steel; or be of other listed
20
5,800
materials.
25 ..............
30
7,800
(3) All caps must be of the same
40
9,700
length and width as the piers on which
20
7,000 they rest.
(4) When split caps are used on
30 ..............
30
9,300
40
11,600 double-stacked blocks, the caps must be
installed with the long dimension across
20
8,100 the joint in the blocks below.
35 ..............
30
10,900
(c) Gaps. Any gaps that occur during
40
13,600
installation between the bottom of the
main chassis beam and foundation
Notes:
support system must be filled by:
1. See Table to § 3285.312 for cast-in-place
(1) Nominal 4 inch × 6 inch × 1 inch
footing design by using the noted loads.
shims to level the home and fill any
2. Table 3 is based on the following design
gaps between the base of the main
assumptions: maximum 16 ft. nominal
chassis beam and the top of the pier cap;
section width (15 ft. actual width), 10″ I(2) Shims must be used in pairs, as
beam size, 300 lbs. pier dead load, 10 psf roof
shown in Figures A and B to § 3285.306,
dead load, 6 psf floor dead load, 35 plf wall
and must be driven in tightly so that
dead load, and 10 plf chassis dead load.
3. Loads listed are maximum column loads they do not occupy more than one inch
for each section of the manufactured home.
of vertical height; and
4. Interpolation for maximum allowable
(3) Hardwood plates no thicker than
pier and column loads is permitted for mate2 inches nominal in thickness or 2 inch
line openings between those shown in the
or 4 inch nominal concrete block must
table.
be used to fill in any remaining vertical
5. The pier spacing and loads shown in the
gaps.
above table do not consider flood or seismic
(d) Manufactured pier heights.
loads and are not intended for use in flood
Manufactured pier heights must be
or seismic hazard areas. In those areas, the
selected so that the adjustable risers do
foundation support system must be designed
not extend more than 2 inches when
by a professional engineer or registered
architect.
finally positioned.
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§ 3285.305
59371
Clearance under homes.
A minimum clearance of 12 inches
must be maintained between the lowest
member of the main frame (I-beam or
channel beam) and the grade under all
areas of the home.
§ 3285.306 Design procedures for concrete
block piers.
(a) Frame piers less than 36 inches
high.
(1) Frame piers less than 36 inches
high are permitted to be constructed of
single, open, or closed-cell concrete
blocks, 8 inches ‘‘ 8 inches ‘‘ 16 inches,
when the design capacity of the block is
not exceeded.
(2) The frame piers must be installed
so that the long sides are at right angles
to the supported I-beam, as shown in
Figure A to this section.
(3) The concrete blocks must be
stacked with their hollow cells aligned
vertically and must be positioned at
right angles to the footings.
(4) Horizontal offsets from the top to
the bottom of the pier must not exceed
one-half inch.
(5) Mortar is not required, unless
specified in the installation instructions
or required by a registered professional
engineer or registered architect.
(b) Frame piers 36 inches to 67 inches
high and corner piers.
(1) All frame piers between 36 inches
and 67 inches high and all corner piers
over three blocks high must be
constructed out of double, interlocked
concrete blocks, as shown in Figure B to
this section, when the design capacity of
the block is not exceeded. Mortar is not
required for concrete block piers, unless
otherwise specified in the installation
instructions or required by a
professional engineer or registered
architect.
(2) Horizontal offsets from the top to
the bottom of the pier must not exceed
one inch.
(c) All piers over 67 inches high. Piers
over 67 inches high must be designed by
a registered professional engineer or
registered architect, in accordance with
acceptable engineering practice. Mortar
is not required for concrete block piers,
unless otherwise specified in the
manufacturer installation instructions or
by the design.
BILLING CODE 4210–07–P
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Perimeter support piers.
(a) Piers required at mate-line
supports, perimeter piers, and piers at
exterior wall openings are permitted to
be constructed of single open-cell or
closed-cell concrete blocks, with
nominal dimensions of 8 inches × 8
inches × 16 inches, to a maximum
height of 54 inches, as shown in Figure
A to this section, when the design
capacity of the block is not exceeded.
(b) Piers used for perimeter support
must be installed with the long
dimension parallel to the perimeter rail.
§ 3285.308
Manufactured piers.
sroberts on PROD1PC70 with RULES
(a) Manufactured piers must be listed
and labeled and installed to the pier
manufacturer’s installation instructions.
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See § 3285.303(d)(2) for additional
requirements.
(b) Metal or other manufactured piers
must be provided with protection
against weather deterioration and
corrosion at least equivalent to that
provided by a coating of zinc on steel
of .30 oz./ft.2 of surface coated.
§ 3285.309
[Reserved]
§ 3285.310
Pier location and spacing.
(a) The location and spacing of piers
depends upon the dimensions of the
home, the live and dead loads, the type
of construction (single-or multi-section),
I-beam size, soil bearing capacity,
footing size, and such other factors as
the location of doors or other openings.
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(b) Mate-line and column pier
supports must be in accordance with
this subpart and consistent with Figures
A through C to this section, unless the
pier support and footing configuration is
designed by a registered professional
engineer or registered architect.
(c) Piers supporting the frame must be
no more than 24 inches from both ends
and not more than 120 inches center to
center under the main rails.
(d) Pier support locations. Pier
support locations and spacing must be
presented to be consistent with Figures
A and B to § 3285.312, as applicable,
unless alternative designs are provided
by a professional engineer or registered
architect in accordance with acceptable
engineering practice.
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§ 3285.307
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Notes:
1. Bottom of footings must extend below
frost line depth, unless designed for
placement above the frost line. (See
§ 3285.312(b)).
2. Piers may be offset up to 6 in. in either
direction along the supported members to
allow for plumbing, electrical, mechanical,
equipment, crawlspaces, or other devices.
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3. Single-stack concrete block pier loads
must not exceed 8,000 lbs.
4. Prefabricated piers must not exceed their
approved or listed maximum vertical or
horizontal design loads.
5. When a full-height mating wall does not
support the ridge beam, this area is
considered an unsupported span—Span B.
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6. Piers are not required at openings in the
mating wall that are less than 48 inches in
width. Place piers on both sides of mating
wall openings that are 48 inches or greater in
width. For roof loads of 40 psf or greater, a
professional engineer or registered architect
must determine the maximum mating wall
opening permitted without pier or other
supports.
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4. Piers are not required at openings in the
mating wall that are less than 48 inches in
width. Place piers on both sides of mating
wall openings that are 48 inches or greater in
width. For roof loads of 40 psf or greater, a
professional engineer or registered architect
must determine the maximum mating wall
opening permitted without pier or other
supports.
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5. When a full-height mating wall does not
support the ridge beam, this area is
considered an unsupported span—Span B.
6. In areas where the open span is greater
than 10 ft., intermediate piers and footings
must be placed at maximum 10 ft. on center.
7. Prefabricated piers must not exceed their
approved or listed maximum horizontal or
vertical design loads.
8. Column piers are in addition to piers
required under full-height mating walls.
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Notes:
1. Bottom of footings must be below the
frost line depth, unless designed for
placement above the frost line. (See
§ 3285.312(b)).
2. Piers may be offset 6 in. in either
direction along supported members to allow
for plumbing electrical, mechanical
equipment, crawlspaces, or other devices.
3. Single stack concrete block pier loads
must not exceed 8,000 lbs.
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Notes:
1. Mate-line column support piers are
installed with the long dimension of the
concrete block perpendicular to the rim
joists.
2. Pier and footing designed to support
both floor sections. Loads as listed in Table
3 to § 3285.303 are total column loads for
both sections.
sroberts on PROD1PC70 with RULES
§ 3285.311
Required perimeter supports.
(a) Perimeter pier or other supports
must be located as follows:
(1) On both sides of side wall exterior
doors (such as entry, patio, and sliding
glass doors) and any other side wall
openings of 48 inches or greater in
width, and under load-bearing porch
posts, factory installed fireplaces, and
fireplace stoves).
(2) Other perimeter supports must be:
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(i) Located in accordance with Table
2 to § 3285.303; or
(ii) Provided by other means such as
additional outriggers or floor joists.
When this alternative is used, the
designs required by § 3285.301 must
consider the additional loads in sizing
the pier and footing supports under the
main chassis beam.
(b) For roof live loads of 40 psf or
greater, a professional engineer or
architect must determine the maximum
sidewall opening permitted without
perimeter pier or other supports.
(c) The location and installation of
any perimeter pier support must not
take the home out of compliance with
the Manufactured Home Construction
and Safety Standards (part 3280 of this
chapter).
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§ 3285.312
Footings.
(a) Materials approved for footings
must provide equal load-bearing
capacity and resistance to decay, as
required by this section. Footings must
be placed on undisturbed soil or fill
compacted to 90 percent of maximum
relative density. A footing must support
every pier. Footings are to be either:
(1) Concrete.
(i) Four inch nominal precast concrete
pads meeting or exceeding ASTM C 90–
02a, Standard Specification for
Loadbearing Concrete Masonry Units
(incorporated by reference, see
§ 3285.4), without reinforcement, with
at least a 28-day compressive strength of
1,200 pounds per square inch (psi); or
(ii) Six inch minimum poured-inplace concrete pads, slabs, or ribbons
with at least a 28-day compressive
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59377
installation instructions and certified for
use in the soil classification at the site.
(ii) ABS footing pads must be listed or
labeled for the required load capacity.
(4) Other Materials. Footings may be
of other materials than those identified
in this section, provided they are listed
for such use and meet all other
applicable requirements of this subpart.
(b) Placement in freezing climates.
Footings placed in freezing climates
must be designed using methods and
practices that prevent the effects of frost
heave by one of the following methods:
(1) Conventional footings.
Conventional footings must be placed
below the frost line depth for the site
unless an insulated foundation or
monolithic slab is used (refer to
§§ 3285.312(b)(2) and 3285.312(b)(3)).
When the frost line depth is not
available from the LAHJ, a registered
professional engineer, registered
architect, or registered geologist must be
consulted to determine the required
frost line depth for the manufactured
home site. This is not subject to the
provisions in § 3285.2(c) that also
require review by the manufacturer and
approval by its DAPIA for any variations
to the manufacturer’s installation
instructions for support and anchoring.
(2) Monolithic slab systems. A
monolithic slab is permitted above the
frost line when all relevant site-specific
conditions, including soil
characteristics, site preparation,
ventilation, and insulative properties of
the under floor enclosure, are
considered and anchorage requirements
are accommodated as set out in
§ 3285.401. The monolithic slab system
must be designed by a registered
professional engineer or registered
architect:
(i) In accordance with acceptable
engineering practice to prevent the
effects of frost heave; or
(ii) In accordance with SEI/ASCE 32–
01 (incorporated by reference, see
§ 3285.4).
(3) Insulated foundations. An
insulated foundation is permitted above
the frost line, when all relevant sitespecific conditions, including soil
characteristics, site preparation,
ventilation, and insulative properties of
the under floor enclosure, are
considered, and the foundation is
designed by a registered professional
engineer or registered architect:
(i) In accordance with acceptable
engineering practice to prevent the
effects of frost heave; or
(ii) In accordance with SEI/ASCE 32–
01 (incorporated by reference, see
§ 3285.4).
(c) Sizing of footings. The sizing and
layout of footings depends on the loadbearing capacity of the soil, footings,
and the piers. See §§ 3285.202 and
3285.303, and Table to 3285.312.
Notes:
1. Refer to Table 1 of § 3285.303 for pier
and footing requirements when frame
blocking only is used.
2. In addition to blocking required by
§ 3285.311, see Table 2 to § 3285.303 for
maximum perimeter blocking loads.
3. End piers under main I-beams may be
set back a maximum of 24 inches, as
measured from the outside edge of the floor
to the center of the pier.
4. Place piers on both sides of sidewall
exterior doors, patio doors, and sliding glass
doors; under porch posts, factory-installed
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strength of 3,000 pounds per square
inch (psi). Site-specific soil conditions
or design load requirements may also
require the use of reinforcing steel in
cast-in-place concrete footings.
(2) Pressure-treated wood.
(i) Pressure-treated wood footings
must consist of a minimum of two
layers of nominal 2-inch thick pressuretreated wood, a single layer of nominal
3⁄4-inch thick, pressure-treated plywood
with a maximum size of 16 inches by 16
inches, or at least two layers of 3⁄4-inch
thick, pressure-treated plywood for sizes
greater than 16 inches by 16 inches.
Plywood used for this purpose is to be
rated exposure 1 or exterior sheathing,
in accordance with PS1–95,
Construction and Industrial Plywood
(incorporated by reference, see
§ 3285.4).
(ii) Pressure treated lumber is to be
treated with a water-borne adhesive, in
accordance with AWPA Standard U1–
04 (incorporated by reference, see
§ 3285.4) for Use Category 4B ground
contact applications.
(iii) Cut ends of pressure treated
lumber must be field-treated, in
accordance with AWPA Standard M4–
02 (incorporated by reference, see
§ 3285.4).
(3) ABS footing pads.
(i) ABS footing pads are permitted,
provided they are installed in
accordance with the pad manufacturer
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fireplaces, and fireplace stoves; under jamb
studs at multiple window openings; and at
any other sidewall openings 48 inches or
greater in width. For roof loads of 40 psf or
greater, a professional engineer or registered
architect must determine the maximum
sidewall opening permitted without
perimeter supports. See §§ 3285.307 and
3285.311 for additional requirements and for
locating perimeter supports.
1. Refer to Table 1 to § 3285.303 for pier
and footing requirements when frame
blocking only is used.
2. In addition to blocking required by
§ 3285.311, see Tables 2 and 3 to § 3285.303
for maximum perimeter blocking loads.
3. End piers under main I-beams may be
set back a maximum of 24 inches, as
measured from the outside edge of the floor
to the center of the pier.
4. Place piers on both sides of sidewall
exterior doors, patio doors, and sliding glass
doors; under porch posts, factory-installed
fireplaces, and fireplace stoves; under jamb
studs at multiple window openings; and at
any other sidewall openings of 48 inches or
greater in width. For roof loads of 40 psf or
greater, a professional engineer or registered
architect must determine the maximum side
wall opening permitted without perimeter
supports or mating wall opening permitted
without pier or other supports. See
§§ 3285.307 and 3285.311 for additional
information on requirements and for locating
perimeter supports.
5. When an end pier under the mate-line
also serves as a column pier, it may be set
back a maximum of 6 in., as measured from
the inside edge of the exterior wall to the
center of the pier.
TABLE TO § 3285.312.—THE SIZE AND CAPACITY FOR UNREINFORCED CAST-IN-PLACE FOOTINGS
Minimum footing size
(in.)
Soil capacity
(psf)
1,000 ....................................................................................
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1,500 ....................................................................................
2,000 ....................................................................................
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16
20
24
30
36
42
48
16
20
24
30
36
42
48
16
20
24
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Fmt 4701
Maximum footing capacity
(lbs.)
16
20
24
30
36
42
48
16
20
24
30
36
42
48
16
20
24
Sfmt 4700
16 in. x 16 in. pier
Unreinforced
cast-in-place
minimum
thickness
(in.)
1,600
2,600
3,700
5,600
7,900
4 10,700
4 13,100
2,500
4,000
5,600
4 8,500
4 12,400
4 16,500
4 21,200
3,400
5,300
7,600
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6
6
6
8
10
10
12
6
6
8
10
10
12
14
6
6
8
19OCR2
Maximum footing capacity
(lbs.)
1,600
2,600
3,700
5,800
8,100
10,700
13,600
2,500
4,000
5,700
8,900
12,600
416,800
421,600
3,400
5,300
7,700
Unreinforced
cast-in-place
minimum
thickness
(in.)
6
6
6
6
8
10
10
6
6
6
8
8
10
12
6
6
6
ER19OC07.013
8 in. x 16 in. pier
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59379
TABLE TO § 3285.312.—THE SIZE AND CAPACITY FOR UNREINFORCED CAST-IN-PLACE FOOTINGS—Continued
8 in. x 16 in. pier
Minimum footing size
(in.)
Soil capacity
(psf)
2,500 ....................................................................................
3,000 ....................................................................................
4,000 ....................................................................................
Notes:
1. The footing sizes shown are for square
pads and are based on the area (in.2), shear
and bending required for the loads shown.
Other configurations, such as rectangular or
circular configurations, can be used,
provided the area and depth is equal to or
greater than the area and depth of the square
footing shown in the table, and the distance
from the edge of the pier to the edge of the
footing is not less than the thickness of the
footing.
2. The 6 in. cast-in-place values can be
used for 4 in. unreinforced precast concrete
footings.
3. The capacity values listed have been
reduced by the dead load of the concrete
footing.
4. Concrete block piers must not exceed
their design capacity of 8,000 lbs. for 8″ x 16″
single stack block and 16,000 lbs. for 16″ x
16″ double stack block.
5. A registered professional engineer or
registered architect must prepare the design,
if the design loads exceed the capacity for
single or double stack concrete block piers
shown in footnote 4.
§ 3285.313
Combination systems.
Support systems that combine both
load-bearing capacity and uplift
resistance must also be sized and
designed for all applicable design loads.
[Reserved]
§ 3285.315
sroberts on PROD1PC70 with RULES
§ 3285.314
Special snow load conditions.
(a) General. Foundations for homes
designed for and located in areas with
roof live loads greater than 40 psf must
be designed by the manufacturer for the
special snow load conditions, in
accordance with acceptable engineering
practice. Where site or other conditions
prohibit the use of the manufacturer’s
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30
36
42
16
20
24
30
36
16
20
24
30
36
16
20
24
30
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
Maximum footing capacity
(lbs.)
30
36
42
16
20
24
30
36
16
20
24
30
36
16
20
24
30
4 21,700
4,300
6,700
4 9,600
4 14,800
4 20,700
5,200
8,100
4 11,500
4 17,800
4 25,400
7,000
4 10,800
4 15,500
4 23,300
Anchoring instructions.
(a) After blocking and leveling, the
manufactured home must be secured
against the wind by use of anchor
assembly type installations or by
connecting the home to an alternative
foundation system. See § 3285.301.
(b) For anchor assembly type
installations, the installation
instructions must require the home to be
secured against the wind, as described
in this section. The installation
instructions and design for anchor type
assemblies must be prepared by a
registered professional engineer or
registered architect, in accordance with
acceptable engineering practice, the
design loads of the MHCSS, and
§ 3285.301(d).
(c) All anchoring and foundation
systems must be capable of meeting the
loads that the home was designed to
withstand required by part 3280,
subpart D of this chapter, as shown on
the home’s data plate. Exception:
Manufactured homes that are installed
in less restrictive roof load zone and
wind zone areas may have foundation or
anchorage systems that are capable of
meeting the lower design load
provisions of the Standards, if the
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Maximum footing capacity
(lbs.)
10
15
18
6
6
8
10
12
6
8
10
12
14
6
8
10
12
4 16,700
Subpart E—Anchorage Against Wind
§ 3285.401
Unreinforced
cast-in-place
minimum
thickness
(in.)
4 11,700
instructions, a registered professional
engineer or registered architect must
design the foundation for the special
snow load conditions.
(b) Ramadas. Ramadas may be used in
areas with roof live loads greater than 40
psf. Ramadas are to be self-supporting,
except that any connection to the home
must be for weatherproofing only.
16 in. x 16 in. pier
Unreinforced
cast-in-place
minimum
thickness
(in.)
11,900
4 16,900
4 22,700
4,300
6,700
9,700
15,000
4 21,400
5,200
8,100
11,700
4 18,100
4 25,900
7,000
10,900
15,600
4 24,200
8
10
12
6
6
6
8
10
6
6
6
8
10
6
6
8
10
design for the lower requirements is
either provided in the installation
instructions or the foundation and
anchorage system is designed by a
professional engineer or registered
architect.
(d) The installation instructions are to
include at least the following
information and details for anchor
assembly-type installations:
(1) The maximum spacing for
installing diagonal ties and any required
vertical ties or straps to ground anchors;
(2) The minimum and maximum
angles or dimensions for installing
diagonal ties or straps to ground anchors
and the main chassis members of the
manufactured home;
(3) Requirements for connecting the
diagonal ties to the main chassis
members of the manufactured home. If
the diagonal ties are attached to the
bottom flange of the main chassis beam,
the frame must be designed to prevent
rotation of the beam;
(4) Requirements for longitudinal and
mating wall tie-downs and anchorage;
(5) The method of strap attachment to
the main chassis member and ground
anchor, including provisions for swiveltype connections;
(6) The methods for protecting
vertical and diagonal strapping at sharp
corners by use of radius clips or other
means; and
(7) As applicable, the requirements for
sizing and installation of stabilizer
plates.
§ 3285.402
Ground anchor installations.
(a) Ground anchor certification and
testing. Each ground anchor must be
manufactured and provided with
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installation instructions, in accordance
with its listing or certification. A
nationally recognized testing agency
must list, or a registered professional
engineer or registered architect must
certify, the ground anchor for use in a
classified soil (refer to § 3285.202),
based on a nationally recognized testing
protocol, or a professional engineer or
registered architect must certify that the
ground anchor is capable of resisting all
loads in paragraph (b) of this section for
the soil type or classification.
(b) Specifications for tie-down straps
and ground anchors.
(1) Ground anchors. Ground anchors
must be installed in accordance with
their listing or certification, be installed
to their full depth, be provided with
protection against weather deterioration
and corrosion at least equivalent to that
provided by a coating of zinc on steel
of not less than 0.30 oz./ft.2 of surface
coated, and be capable of resisting a
minimum ultimate load of 4,725 lbs.
and a working load of 3,150 lbs., as
installed, unless reduced capacities are
noted in accordance with note 11 of
Table 1 to this section or note 12 of
Tables 2 and 3 to this section. The
ultimate load and working load of
ground anchors and anchoring
equipment must be determined by a
registered professional engineer,
registered architect, or tested by a
nationally recognized third-party testing
agency in accordance with a nationally
recognized testing protocol.
(2) Tie-down straps. A 11⁄4 inch x
0.035 inch or larger steel strapping
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conforming to ASTM D 3953—97,
Standard Specification for Strapping,
Flat Steel and Seals (incorporated by
reference, see § 3285.4), Type 1, Grade
1, Finish B, with a minimum total
capacity of 4,725 pounds (lbs.) and a
working capacity of 3,150 pounds (lbs.)
must be used. The tie-down straps must
be provided with protection against
weather deterioration and corrosion at
least equivalent to that provided by a
coating of zinc on steel of not less than
0.30 oz./ft.2 of surface coated. Slit or cut
edges of coated strapping need not be
zinc coated.
(c) Number and location of ground
anchors.
(1) Ground anchor and anchor strap
spacing must be:
(i) No greater than the spacing shown
in Tables 1 through 3 to this section and
Figures A and B to this section; or
(ii) Designed by a registered engineer
or architect, in accordance with
acceptable engineering practice and the
requirements of the MHCSS for any
conditions that are outside the
parameters and applicability of the
Tables 1 through 3 to this section.
(2) The requirements in paragraph (c)
of this section must be used to
determine the maximum spacing of
ground anchors and their accompanying
anchor straps, based on the soil
classification determined in accordance
with § 3285.202:
(i) The installed ground anchor type
and size (length) must be listed for use
in the soil class at the site and for the
minimum and maximum angle
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permitted between the diagonal strap
and the ground; and
(ii) All ground anchors must be
installed in accordance with their listing
or certification and the ground anchor
manufacturer installation instructions;
and
(iii) If required by the ground anchor
listing or certification, the correct size
and type of stabilizer plate is installed.
If metal stabilizer plates are used, they
must be provided with protection
against weather deterioration and
corrosion at least equivalent to that
provided by a coating of zinc on steel
of not less than 0.30 oz./ft.2 of surface
coated. Alternatively, ABS stabilizer
plates may be used when listed and
certified for such use.
(3) Longitudinal anchoring.
Manufactured homes must also be
stabilized against wind in the
longitudinal direction in all Wind
Zones. Manufactured homes located in
Wind Zones II and III must have
longitudinal ground anchors installed
on the ends of the manufactured home
transportable section(s) or be provided
with alternative systems that are capable
of resisting wind forces in the
longitudinal direction. See Figure C to
§ 3285.402 for an example of one
method that may be used to provide
longitudinal anchoring. A professional
engineer or registered architect must
certify the longitudinal anchoring
method or any alternative system used
as adequate to provide the required
stabilization, in accordance with
acceptable engineering practice.
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2. Longitudinal anchors not shown for
clarity; refer to 3285.402(b)(2) for
longitudinal anchoring requirements.
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sroberts on PROD1PC70 with RULES
Notes:
1. Refer to Tables 1, 2, and 3 to this section
for maximum ground anchor spacing.
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Notes:
1. Vertical Straps are not required in Wind
Zone I.
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2. The frame must be designed to prevent
rotation of the main chassis beam, when the
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diagonal ties are not attached to the top
flange of the beam. See § 3285.401(d)(3).
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Federal Register / Vol. 72, No. 202 / Friday, October 19, 2007 / Rules and Regulations
TABLE 1 TO § 3285.402.—MAXIMUM DIAGONAL TIE-DOWN STRAP SPACING, WIND ZONE I
Max. height from ground to
diagonal strap attachment
Nominal floor width, single section/multi-section
I-beam spacing
82.5 in.
I-beam spacing
99.5 in.
12/24 ft. 144 in. nominal section(s) .................................
25
33
46
67
in
in
in
in
...................................
...................................
...................................
...................................
14 ft. 2 in ...........................
11 ft. 9 in ...........................
9 ft. 1 in .............................
N/A .....................................
N/A.
N/A.
N/A.
N/A.
14/28 ft. 168 in. nominal section(s) .................................
25
33
46
67
in
in
in
in
...................................
...................................
...................................
...................................
18
16
13
10
15 ft. 11 in.
13 ft. 6 in.
10 ft. 8 in.
N/A.
16/32 ft. 180 in. to 192 in. nominal section(s) ................
25
33
46
67
in
in
in
in
...................................
...................................
...................................
...................................
N/A .....................................
19 ft. 0 in ...........................
16 ft. 5 in ...........................
13 ft. 1 in ...........................
Notes:
1. Table is based on maximum 90 in.
sidewall height.
2. Table is based on maximum 4 in. inset
for ground anchor head from edge of floor or
wall.
3. Table is based on main rail (I-beam)
spacing per given column.
4. Table is based on maximum 4 in. eave
width for single-section homes and
maximum 12 in. for multi-section homes.
5. Table is based on maximum 20-degree
roof pitch (4.3⁄12).
6. Table is based upon the minimum height
between the ground and the bottom of the
floor joist being 18 inches. Interpolation may
be required for other heights from ground to
strap attachment.
7. Additional tie-downs may be required
per the home manufacturer instructions.
ft.
ft.
ft.
ft.
2
1
3
0
in
in
in
in
8. Ground anchors must be certified for
these conditions by a professional engineer,
architect, or listed by a nationally recognized
testing laboratory.
9. Ground anchors must be installed to
their full depth, and stabilizer plates, if
required by the ground anchor listing or
certification, must also be installed in
accordance with the listing or certification
and in accordance with the ground anchor
and home manufacturer instructions.
10. Strapping and anchoring equipment
must be certified by a registered professional
engineer or registered architect, or listed by
a nationally recognized testing agency to
resist these specified forces, in accordance
with testing procedures in ASTM D 3953–97,
Standard Specification for Strapping, Flat
Steel and Seals (incorporated by reference,
see § 3285.4).
...........................
...........................
...........................
...........................
19
17
14
11
ft.
ft.
ft.
ft.
5
5
7
3
in.
in.
in.
in.
11. A reduced ground anchor or strap
working load capacity will require reduced
tie-down strap and anchor spacing.
12. Ground anchors must not be spaced
closer than the minimum spacing permitted
by the listing or certification.
13. Table is based on a 3,150 lbs. working
load capacity, and straps must be placed
within 2 ft. of the ends of the home.
14. Table is based on a minimum angle of
30 degrees and a maximum angle of 60
degrees between the diagonal strap and the
ground.
15. Table does not consider flood or
seismic loads and is not intended for use in
flood or seismic hazard areas. In those areas,
the anchorage system is to be designed by a
professional engineer or architect.
TABLE 2 TO § 3285.402—MAXIMUM DIAGONAL TIE-DOWN STRAP SPACING, WIND ZONE II.
Nominal floor width,
single section/multisection
Max. height from
ground to diagonal
strap attachment
Near beam method I–beam spacing
Second beam method I–beam spacing
sroberts on PROD1PC70 with RULES
25 in ..........................
6 ft. 2 in .....................
4 ft. 3 in .....................
N/A ............................
N/A
5 ft. 2 in .....................
4 ft. 0 in .....................
N/A ............................
N/A ............................
N/A ............................
N/A ............................
N/A ............................
N/A ............................
6 ft 1 in ......................
N/A
N/A
6 ft 3 in
25 in ..........................
7 ft. 7 in .....................
6 ft. 9 in .....................
N/A ............................
N/A
6 ft. 10 in ...................
5 ft. 7 in .....................
4 ft. 3 in .....................
5 ft. 9 in .....................
4 ft. 6 in .....................
N/A ............................
N/A ............................
N/A ............................
N/A ............................
N/A
N/A
N/A
25 in ..........................
N/A ............................
7 ft. 10 in ...................
N/A ............................
N/A
33 in ..........................
46 in ..........................
67 in ..........................
16 ft/32 ft. 180 in. to
192 in. nominal section(s).
82.5 in.
33 in ..........................
46 in ..........................
67 in ..........................
14 ft/28 ft. 168 in.
nominal section(s).
99.5 in.
33 in ..........................
46 in ..........................
67 in ..........................
12 ft/24 ft. 144 in.
nominal section(s).
82.5 in.
7 ft. 6 in .....................
6 ft. 9 in .....................
5 ft. 4 in .....................
7 ft. 2 in .....................
6 ft. 0 in .....................
4 ft. 7 in .....................
N/A ............................
N/A ............................
N/A ............................
N/A
N/A
N/A
Notes:
1. Table is based on maximum 90 in.
sidewall height.
2. Table is based on maximum 4 in. inset
for ground anchor head from edge of floor or
wall.
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3. Tables are based on main rail (I-beam)
spacing per given column.
4. Table is based on maximum 4 in. eave
width for single-section homes and
maximum 12 in. for multi-section homes.
5. Table is based on maximum 20-degree
roof pitch (4.3/12).
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99.5 in.
6. All manufactured homes designed to be
located in Wind Zone II must have a vertical
tie installed at each diagonal tie location.
7. Table is based upon the minimum height
between the ground and the bottom of the
floor joist being 18 inches. Interpolation may
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be required for other heights from ground to
strap attachment.
8. Additional tie downs may be required
per the home manufacturer instructions.
9. Ground anchors must be certified by a
professional engineer, or registered architect,
or listed by a nationally recognized testing
laboratory.
10. Ground anchors must be installed to
their full depth, and stabilizer plates, if
required by the ground anchor listing or
certification, must also be installed in
accordance with the listing or certification
and in accordance with the ground anchor
and home manufacturer instructions.
11. Strapping and anchoring equipment
must be certified by a registered professional
engineer or registered architect or must be
listed by a nationally recognized testing
agency to resist these specified forces, in
accordance with testing procedures in ASTM
D 3953—97, Standard Specification for
Strapping, Flat Steel and Seals (incorporated
by reference, see § 3285.4).
12. A reduced ground anchor or strap
working load capacity will require reduced
tie-down strap and anchor spacing.
13. Ground anchors must not be spaced
closer than the minimum spacing permitted
by the listing or certification.
14. Table is based on a 3,150 lbs. working
load capacity, and straps must be placed
within 2 ft. of the ends of the home.
15. Table is based on a minimum angle of
30 degrees and a maximum of 60 degrees
between the diagonal strap and the ground.
16. Table does not consider flood or
seismic loads and is not intended for use in
flood or seismic hazard areas. In those areas,
the anchorage system is to be designed by a
professional engineer or architect.
TABLE 3 TO § 3285.402.—MAXIMUM DIAGONAL TIE-DOWN STRAP SPACING, WIND ZONE III.
Near beam method I-beam spacing
Nominal floor width, single
section/multi-section
Max. height from ground to
diagonal strap attachment
82.5 in.
Second beam
method I-beam
spacing
99.5 in.
82.5 in.
12 ft./24 ft. 144 in. nominal
section(s).
14 ft./28 ft. 168 in. nominal
section(s).
16 ft./32 ft. 180 in. to 192 in.
nominal sections.
25 in .....................................
5 ft. 1 in ................................
N/A .......................................
N/A ......
N/A
33
46
67
25
in
in
in
in
.....................................
.....................................
.....................................
.....................................
4 ft.
N/A
N/A
6 ft.
3 in ................................
.......................................
.......................................
2 in. ...............................
N/A
N/A
N/A
5 ft.
.......................................
.......................................
.......................................
7 in ................................
N/A
N/A
N/A
N/A
......
......
......
......
N/A
N/A
N/A
N/A
33
46
67
25
in
in
in
in
.....................................
.....................................
.....................................
.....................................
5 ft.
4 ft.
N/A
N/A
8 in ................................
8 in ................................
.......................................
.......................................
4 ft.
N/A
N/A
6 ft.
9 in ................................
.......................................
.......................................
3 in ................................
N/A
N/A
N/A
N/A
......
......
......
......
N/A
N/A
N/A
N/A
N/A ......
N/A ......
N/A ......
N/A
N/A
N/A
sroberts on PROD1PC70 with RULES
33 in .....................................
46 in .....................................
67 in .....................................
Notes: 1. Table is based on maximum 90
in. sidewall height.
2. Table is based on maximum 4 in. inset
for ground anchor head from edge of floor or
wall.
3. Table is based on main rail (I-beam)
spacing per given column.
4. Table is based on maximum 4 in. eave
width for single-section homes and
maximum 12 in. for multi-section homes.
5. Table is based on maximum 20-degree
roof pitch (4.3/12).
6. All manufactured homes designed to be
located in Wind Zone III must have a vertical
tie installed at each diagonal tie location.
7. Table is based upon the minimum height
between the ground and the bottom of the
floor joist being 18 inches. Interpolation may
be required for other heights from ground to
strap attachment.
8. Additional tie downs may be required
per the home manufacturer instructions.
9. Ground anchors must be certified by a
professional engineer, or registered architect,
or listed by a nationally recognized testing
laboratory.
10. Ground anchors must be installed to
their full depth, and stabilizer plates, if
required by the ground anchor listing or
certification, must also be installed in
accordance with the listing or certification
and per the ground anchor and home
manufacturer instructions.
11. Strapping and anchoring equipment
must be certified by a registered professional
engineer or registered architect or must be
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99.5 in.
Jkt 214001
6 ft. 1 in ................................
5 ft. 7 in ................................
4 ft. 5 in ................................
5 ft. 11 in ..............................
5 ft. 0 in ................................
N/A .......................................
listed by a nationally recognized testing
agency to resist these specified forces, in
accordance with testing procedures in ASTM
D 3953–97, Standard Specification for
Strapping, Flat Steel and Seals (incorporated
by reference, see § 3285.4).
12. A reduced ground anchor or strap
working load capacity will require reduced
tie-down strap and anchor spacing.
13. Ground anchors must not be spaced
closer than the minimum spacing permitted
by the listing or certification.
14. Table is based on a 3,150 lbs. working
load capacity, and straps must be placed
within 2 ft. of the ends of the home.
15. Table is based on a minimum angle of
30 degrees and a maximum angle of 60
degrees between the diagonal strap and the
ground.
16. Table does not consider flood or
seismic loads and is not intended for use in
flood or seismic hazard areas. In those areas,
the anchorage system is to be designed by a
professional engineer or architect.
§ 3285.403 Sidewall, over-the-roof, mateline, and shear wall straps.
If sidewall, over-the-roof, mate-line,
or shear wall straps are installed on the
home, they must be connected to an
anchoring assembly.
§ 3285.404
below the frost line, unless the
foundation system is frost-protected to
prevent the effects of frost heave, in
accordance with acceptable engineering
practice and § 3280.306 of this chapter
and § 3285.312.
§ 3285.405
Severe wind zones.
When any part of a home is installed
within 1,500 feet of a coastline in Wind
Zones II or III, the manufactured home
must be designed for the increased
requirements, as specified on the
home’s data plate (refer to § 3280.5(f) of
this chapter) in accordance with
acceptable engineering practice. Where
site or other conditions prohibit the use
of the manufacturer’s instructions, a
registered professional engineer or
registered architect, in accordance with
acceptable engineering practice, must
design anchorage for the special wind
conditions.
§ 3285.406
Flood hazard areas.
Refer to § 3285.302 for anchoring
requirements in flood hazard areas.
Severe climatic conditions.
In frost-susceptible soil locations,
ground anchor augers must be installed
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Federal Register / Vol. 72, No. 202 / Friday, October 19, 2007 / Rules and Regulations
Subpart F—Optional Features
§ 3285.501 Home installation manual
supplements.
Supplemental instructions for
optional equipment or features must be
approved by the DAPIA as not taking
the home out of conformance with the
requirements of this part, or part 3280
of this chapter, and included with the
manufacturer installation instructions.
§ 3285.502
Expanding rooms.
The support and anchoring systems
for expanding rooms must be installed
in accordance with designs provided by
the home manufacturer or prepared by
a registered professional engineer or
registered architect, in accordance with
acceptable engineering practice.
§ 3285.503
Optional appliances.
sroberts on PROD1PC70 with RULES
(a) Comfort cooling systems. When
not provided and installed by the home
manufacturer, any comfort cooling
systems that are installed must be
installed according to the appliance
manufacturer’s installation instructions.
(1) Air conditioners. Air conditioning
equipment must be listed or certified by
a nationally recognized testing agency
for the application for which the unit is
intended and installed in accordance
with the terms of its listing or
certification (see § 3280.714 of this
chapter).
(i) Energy efficiency.
(A) Site-installed central air
conditioning equipment must be sized
to meet the home’s heat gain
requirement, in accordance with
Chapter 28 of the 1997 ASHRAE
Handbook of Fundamentals
(incorporated by reference, see § 3285.4)
or ACCA Manual J, Residential Cooling
Load, 8th Edition (incorporated by
reference, see § 3285.4). Information
necessary to calculate the home’s heat
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gain can be found on the home’s
comfort cooling certificate.
(B) The BTU/hr. rated capacity of the
site-installed air conditioning
equipment must not exceed the air
distribution system’s rated BTU/hr.
capacity as shown on the home’s
compliance certificate.
(ii) Circuit rating. If a manufactured
home is factory-provided with an
exterior outlet to energize heating and/
or air conditioning equipment, the
branch circuit rating on the tag adjacent
to this outlet must be equal to or greater
than the minimum circuit amperage
identified on the equipment rating plate.
(iii) A-coil units.
(A) A-coil air conditioning units must
be compatible and listed for use with
the furnace in the home and installed in
accordance with the appliance
manufacturer’s instructions.
(B) The air conditioner manufacturer
instructions must be followed.
(C) All condensation must be directed
beyond the perimeter of the home by
means specified by the equipment
manufacturer.
(2) Heat pumps. Heat pumps must be
listed or certified by a nationally
recognized testing agency for the
application for which the unit is
intended and installed in accordance
with the terms of its listing or
certification. (See § 3280.714 of this
chapter).
(3) Evaporative coolers.
(i) A roof-mounted cooler must be
listed or certified by a nationally
recognized testing agency for the
application for which the unit is
intended and installed in accordance
with the terms of its listing (see
§ 3280.714 of this chapter).
(A) Any discharge grill must not be
closer than three feet from a smoke
alarm.
(B) Before installing a roof-mounted
evaporative cooler on-site, the installer
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must ensure that the roof will support
the weight of the cooler.
(C) A rigid base must be provided to
distribute the cooler weight over
multiple roof trusses to adequately
support the weight of the evaporative
cooler.
(ii) An evaporative cooler that is not
roof-mounted is to be installed in
accordance with the requirements of its
listing or the equipment manufacturer’s
instructions, whichever is the more
restrictive.
(b) Fireplaces and wood-stoves. When
not provided by the home manufacturer,
fireplaces and wood-stoves including
chimneys and air inlets for fireplaces
and wood stoves must be listed for use
with manufactured homes and must be
installed in accordance with their
listings.
(c) Appliance venting.
(1) All fuel burning heat producing
appliances of the vented type except
ranges and ovens must be vented to the
exterior of the home.
(2) Upon completion, the venting
system must comply with all
requirements of §§ 3280.707(b) and
3280.710 of the Manufactured Home
Construction and Safety Standards in
this chapter.
(3) When the vent exhausts through
the floor, the vent must not terminate
under the home and must extend to the
home’s exterior and through any
skirting that may be installed.
(d) Clothes dryer exhaust duct system.
A clothes dryer exhaust duct system
must conform with and be completed in
accordance with the appliance
manufacturer instructions and
§ 3280.708 of this chapter. The vents
must exhaust to the exterior of the
home, beyond any perimeter skirting
installed around it, as shown in Figure
to § 3285.503.
BILLING CODE 4210–07–C
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§ 3285.504
Skirting.
(a) Skirting, if used, must be of
weather-resistant materials or provided
with protection against weather
deterioration at least equivalent to that
provided by a coating of zinc on steel
of not less than 0.30 oz./ft.2 of surface
coated.
(b) Skirting must not be attached in a
manner that can cause water to be
trapped between the siding and trim or
forced up into the wall cavities trim to
which it is attached.
(c) All wood skirting within 6 inches
of the ground must be pressure-treated
in accordance with AWPA Standard U1
(incorporated by reference, see § 3285.4)
for Use Category 4A, Ground Anchor
Contact Applications, or be naturally
resistant to decay and termite
infestations.
(d) Skirting must not be attached in a
manner that impedes the contraction
and expansion characteristics of the
home’s exterior covering.
sroberts on PROD1PC70 with RULES
§ 3285.505
Crawlspace ventilation.
(a) A crawlspace with skirting must be
provided with ventilation openings. The
minimum net area of ventilation
openings must not be less than one
square foot (ft.2) for every 150 square
feet (ft.2) of the home’s floor area. The
total area of ventilation openings may be
reduced to one square foot (ft.2) for
every 1,500 square feet (ft.2) of the
home’s floor area, where a uniform 6–
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mil polyethylene sheet material or other
acceptable vapor retarder is installed,
according to § 3285.204, on the ground
surface beneath the entire floor area of
the home.
(b) Ventilation openings must be
placed as high as practicable above the
ground.
(c) Ventilation openings must be
located on at least two opposite sides to
provide cross-ventilation.
(d) Ventilation openings must be
covered for their full height and width
with a perforated corrosion and
weather-resistant covering that is
designed to prevent the entry of rodents.
In areas subject to freezing, the
coverings for the ventilation openings
must also be of the adjustable type,
permitting them to be in the open or
closed position, depending on the
climatic conditions.
(e) Access opening(s) not less than 18
inches in width and 24 inches in height
and not less than three square feet (ft.2)
in area must be provided and must be
located so that any utility connections
located under the home are accessible.
(f) Dryer vents and combustion air
inlets must pass through the skirting to
the outside. Any surface water runoff
from the furnace, air conditioning, or
water heater drains must be directed
away from under the home or collected
by other methods identified in
§ 3285.203.
Subpart G—Ductwork and Plumbing
and Fuel Supply Systems
§ 3285.601
Field assembly.
Home manufacturers must provide
specific installation instructions for the
proper field assembly of manufacturer-
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supplied and shipped loose ducts,
plumbing, and fuel supply system parts
that are necessary to join all sections of
the home and are designed to be located
underneath the home. The installation
instructions must be designed in
accordance with applicable
requirements of part 3280, subparts G
and H, of this chapter, as specified in
this subpart.
§ 3285.602
Utility connections.
Refer to § 3285.904 for considerations
for utility system connections.
§ 3285.603
Water supply.
(a) Crossover. Multi-section homes
with plumbing in both sections require
water-line crossover connections to join
all sections of the home. The crossover
design requirements are located in, and
must be designed in accordance with,
§ 3280.609 of this chapter.
(b) Maximum supply pressure and
reduction. When the local water supply
pressure exceeds 80 psi to the
manufactured home, a pressurereducing valve must be installed.
(c) Mandatory shutoff valve.
(1) An identified and accessible
shutoff valve must be installed between
the water supply and the inlet.
(2) The water riser for the shutoff
valve connection must be located
underneath or adjacent to the home.
(3) The shutoff valve must be a fullflow gate or ball valve, or equivalent
valve.
(d) Freezing protection. Water line
crossovers completed during
installation must be protected from
freezing. The freeze protection design
requirements are located in, and must
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Notes:
1. Installation of the exhaust system must
be in accordance with the dryer manufacturer
instructions.
2. Dryer exhaust system must not contain
reverse slope or terminate under the home.
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be designed in accordance with,
§ 3280.603 of this chapter.
(1) If subject to freezing temperatures,
the water connection must be wrapped
with insulation or otherwise protected
to prevent freezing.
(2) In areas subject to freezing or
subfreezing temperatures, exposed
sections of water supply piping, shutoff
valves, pressure reducers, and pipes in
water heater compartments must be
insulated or otherwise protected from
freezing.
(3) Use of pipe heating cable. Only
pipe heating cable listed for
manufactured home use is permitted to
be used, and it must be installed in
accordance with the cable manufacturer
installation instructions.
(e) Testing procedures.
(1) The water system must be
inspected and tested for leaks after
sroberts on PROD1PC70 with RULES
§ 3285.605
Fuel supply system.
(a) Proper supply pressure. The gas
piping system in the home is designed
for a pressure that is at least 7 inches of
water column [4oz./in.2 or 0.25 psi] and
not more than 14 inches of water
column [8 oz./in.2 or 0.5 psi]. If gas from
any supply source exceeds, or could
exceed this pressure, a regulator must be
installed if required by the LAHJ.
(b) Crossovers.
(1) Multi-section homes with fuel
supply piping in both sections require
crossover connections to join all
sections of the home. The crossover
design requirements are located in, and
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Jkt 214001
completion at the site. The installation
instructions must provide testing
requirements that are consistent with
§ 3280.612 of this chapter.
(2) The water heater must be
disconnected when using an air-only
test.
§ 3285.604
Drainage system.
(a) Crossovers. Multi-section homes
with plumbing in more than one section
require drainage system crossover
connections to join all sections of the
home. The crossover design
requirements are located in, and must
be designed in accordance with,
§ 3280.610 of this chapter.
(b) Assembly and support. If portions
of the drainage system were shipped
loose because they were necessary to
join all sections of the home and
designed to be located underneath the
must be designed in accordance with,
§ 3280.705 of this chapter.
(2) Tools must not be required to
connect or remove the flexible
connector quick-disconnect.
(c) Testing procedures. The gas
system must be inspected and tested for
leaks after completion at the site. The
installation instructions must provide
testing requirements that are consistent
with § 3280.705 of this chapter.
§ 3285.606
Ductwork connections.
(a) Multi-section homes with
ductwork in more than one section
require crossover connections to
complete the duct system of the home.
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home, they must be installed and
supported in accordance with
§ 3280.608 of this chapter.
(c) Proper slopes. Drains must be
completed in accordance with
§ 3280.610 of this chapter.
(1) Drain lines must not slope less
than one-quarter inch per foot, unless
otherwise noted on the schematic
diagram, as shown in Figure to
§ 3285.604.
(2) A slope of one-eight inch per foot
may be permitted when a clean-out is
installed at the upper end of the run.
(d) Testing procedures. The drainage
system must be inspected and tested for
leaks after completion at the site. The
installation instructions must provide
testing requirements that are consistent
with § 3280.612 of this chapter.
BILLING CODE 4210–07–P
All ductwork connections, including
duct collars, must be sealed to prevent
air leakage. Galvanized metal straps or
tape and mastics listed to UL 181A
(incorporated by reference, see
§ 3285.4), for closure systems with rigid
air ducts and connectors, or UL 181B
(incorporated by reference, see
§ 3285.4), for closure systems with
flexible air ducts and connectors, must
be used around the duct collar and
secured tightly to make all connections.
(b) If metal straps are used, they must
be secured with galvanized sheet metal
screws.
(c) Metal ducts must be fastened to
the collar with a minimum of three
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Notes:
1. This system is typically used when a
crossover duct has not been built into the
floor and the furnace is situated directly over
the main duct in one section of the home. A
single flexible duct is then used to connect
the two sections to each other.
2. The crossover duct must be listed for
exterior use.
sroberts on PROD1PC70 with RULES
Subpart H—Electrical Systems and
Equipment
Electrical crossovers.
Multi-section homes with electrical
wiring in more than one section require
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2. The crossover duct must be listed for
exterior use.
crossover connections to join all
sections of the home. The crossover
must be designed in accordance with
part 3280, subpart I of this chapter, and
completed in accordance with the
directions provided in the installation
instructions.
listings and part 3280, subpart I of this
chapter.
§ 3285.702
fixtures.
Miscellaneous lights and
(a) When the home is installed,
exterior lighting fixtures, ceilingsuspended (paddle) fans, and chainhung lighting fixtures are permitted to
be installed in accordance with their
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(f) Crossover ducts outside the
thermal envelope must be insulated
with materials that conform to designs
consistent with part 3280, subpart F of
this chapter.
(g) In-floor or ceiling crossover duct
connections must be installed and
sealed to prevent air leakage.
(b) Grounding. (1) All the exterior
lighting fixtures and ceiling fans
installed per § 3285.702(a) must be
grounded by a fixture-grounding device
or by a fixture-grounding wire.
(2) For chain-hung lighting fixtures, as
shown in Figure A to this section, both
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1. This system is typically used when a
crossover duct has not been built into the
crossover ducts are permitted, in
accordance with § 3285.606(g).
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Notes:
installation instructions. When straps
are used to support a flexible type duct,
the straps must be at least 1⁄2″ wider
than the spacing of the metal spirals
encasing the duct. The ducts must be
installed such that the straps cannot slip
between any two spirals and arranged
under the floor to prevent compression
or kinking in any location, as shown in
Figures A and B to this section. In-floor
floor and the furnace is outside the I–Beam.
With this type of installation, it is necessary
for two flexible ducts to be installed.
galvanized sheet metal screws equally
spaced around the collar.
(d) Air conditioning or heating ducts
must be installed in accordance with
applicable requirements of the duct
manufacturer installation instructions.
(e) The duct must be suspended or
supported above the ground by straps or
other means that are spaced at a
maximum distance not to exceed 4′–0″
or as otherwise permitted by the
§ 3285.701
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a fixture-grounding device and a fixturegrounding wire must be used. The
identified conductor must be the neutral
conductor.
(c) Where lighting fixtures are
mounted on combustible surfaces such
as hardboard, a limited combustible or
noncombustible ring, as shown in
Figures A and B to this section, must be
installed to completely cover the
combustible surface exposed between
the fixture canopy and the wiring outlet
box.
(d) Exterior lights. (1) The junction
box covers must be removed and wireto-wire connections must be made using
listed wire connectors.
(2) Wires must be connected black-toblack, white-to-white, and equipment
ground-to-equipment ground.
(3) The wires must be pushed into the
box, and the lighting fixture must be
secured to the junction box.
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(4) The lighting fixture must be
caulked around its base to ensure a
watertight seal to the sidewall.
(5) The light bulb must be installed
and the globe must be attached.
(e) Ceiling fans. (1) Ceiling-suspended
(paddle) fans must be connected to
junction box listed and marked for
ceiling fan application, in accordance
with Article 314.27(b) of the National
Electrical Code, NFPA No. 70–2005
(incorporated by reference, see
§ 3285.4); and
(2) The ceiling fan must be installed
with the trailing edges of the blades at
least 6 feet 4 inches above the finished
floor; and
(3) The wiring must be connected in
accordance with the product
manufacturer installation instructions.
(f) Testing. (1) After completion of all
electrical wiring and connections,
including crossovers, electrical lights,
and ceiling fans, the electrical system
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must be inspected and tested at the site,
in accordance with the testing
requirements of § 3280.810(b) of this
chapter.
(2) The installation instructions must
indicate that each manufactured home
must be subjected to the following tests:
(i) An electrical continuity test to
ensure that metallic parts are effectively
bonded;
(ii) Operational tests of all devices
and utilization equipment, except water
heaters, electric ranges, electric
furnaces, dishwashers, clothes washers/
dryers, and portable appliances, to
demonstrate that they are connected and
in working order; and
(iii) For electrical equipment installed
or completed during installation,
electrical polarity checks must be
completed to determine that
connections have been made properly.
Visual verification is an acceptable
electrical polarity check.
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Smoke alarms.
Smoke alarms must be functionally
tested in accordance with applicable
requirements of the smoke alarm
manufacturer instructions and must be
consistent with § 3280.208 of this
chapter.
§ 3285.704
Telephone and cable TV.
Refer to § 3285.906 for considerations
pertinent to installation of telephone
and cable TV.
Subpart I—Exterior and Interior CloseUp
§ 3285.801
Exterior close-up.
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(a) Exterior siding and roofing
necessary to join all sections of the
home must be installed according to the
product manufacturer installation
instructions and must be fastened in
accordance with designs and
manufacturer instructions, consistent
with §§ 3280.305 and 3280.307 of this
chapter. Exterior close-up strips/trim
must be fastened securely and sealed
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with exterior sealant (see figure A to this
section).
(b) Joints and seams. All joints and
seams in exterior wall coverings that
were disturbed during location of the
home must be made weatherproof.
(c) Prior to installing the siding, the
polyethylene sheeting covering exterior
walls for transit must be completely
removed.
(d) Prior to completing the exterior
close-up, any holes in the roofing must
be made weatherproof and sealed with
a sealant or other material that is
suitable for use with the roofing in
which the hole is made.
(e) Mate-line gasket. The home
manufacturer must provide materials
and designs for mate-line gaskets or
other methods designed to resist the
entry of air, water, water vapor, insects,
and rodents at all mate-line locations
exposed to the exterior (see Figure B to
this section).
(f) Hinged roofs and eaves. Hinged
roofs and eaves must be completed
during installation in compliance with
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all requirements of the Manufactured
Home Construction and Safety
Standards (24 CFR part 3280) and the
Manufactured Home Procedural and
Enforcement Regulations (24 CFR part
3282). Unless exempted by the
following provisions, hinged roofs are
also subject to a final inspection for
compliance with the Manufactured
Home Construction and Safety
Standards (24 CFR part 3280) by the
IPIA or a qualified independent
inspector acceptable to the IPIA. Homes
with hinged roofs that are exempted
from IPIA inspection are instead to be
completed and inspected in accordance
with the Manufactured Home
Installation Program (24 CFR part 3286).
This includes homes:
(1) That are designed to be located in
Wind Zone I;
(2) In which the pitch of the hinged
roof is less than 7:12; and
(3) In which fuel burning appliance
flue penetrations are not above the
hinge.
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§ 3285.703
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3. All home installers must ensure that all
field installed trim, windows, doors, and
other openings are properly sealed according
to the siding manufacturer installation
instructions.
Note: On multi-section manufactured
homes, install the sealer gasket on the
ceiling, end walls, and floor mate-line prior
to joining the sections together.
§ 3285.802 Structural interconnection of
multi-section homes.
(b) Structural interconnection must be
designed in accordance with the
requirements located in § 3280.305 of
this chapter to ensure a completely
integrated structure.
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(a) For multi-section homes, structural
interconnections along the interior and
exterior at the mate-line are necessary to
join all sections of the home.
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equivalent and protect all exposed materials
not designed for exposure to the weather
with plastic sheeting for transport. Siding,
starter trim, and vents may be shipped loose
in the home for installation on set-up.
ER19OC07.023
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Notes:
1. Multi-section homes with horizontal-lap
siding can be shipped with no siding on the
front and rear end walls.
2. The manufacturer must install doors/
windows trimmed with J-rail or the
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59393
§ 3285.803
(a) All shipping blocking, strapping,
or bracing must be removed from
appliances, windows, and doors.
(b) Interior close up items necessary
to join all sections of the home or items
subject to transportation damage may be
packaged or shipped with the home for
site installation.
(c) Shipped-loose wall paneling
necessary for the joining of all sections
of the home must be installed by using
polyvinyl acetate (PVA) adhesive on all
framing members and fastened with
minimum 11⁄2 inch long staples or nails
at 6 inches on center panel edges and 12
inches on center in the field, unless
alternative fastening methods are
permitted in the installation
instructions (see Figure A to
§ 3285.803).
Note: Specific designs must be approved
by a DAPIA and included in the home
manufacturer installation instructions.
(d) All edges of repaired areas must be
taped or otherwise sealed.
manufactured home, as constructed in
accordance with the MHCSS.
§ 3285.804
Subpart J—Optional Information for
Manufacturer’s Installation
Instructions
§ 3285.902
location.
Bottom board repair.
(a) The bottom board covering must
be inspected for any loosening or areas
that might have been damaged or torn
during installation or transportation.
Any missing insulation is to be replaced
prior to closure and repair of the bottom
board.
(b) Any splits or tears in the bottom
board must be resealed with tape or
patches in accordance with methods
provided in the manufacturers
installation instructions.
(c) Plumbing P-traps must be checked
to be sure they are well-insulated and
covered.
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shimmed with dimensional lumber, and
fastener lengths used to make
connections between the structural
elements must be increased to provide
adequate penetration into the receiving
member.
§ 3285.901
Interior close-up.
General.
The planning and permitting
processes, as well as utility connection,
access, and other requirements, are
outside of HUD’s authority and may be
governed by LAHJs. These Model
Installation Standards do not attempt to
comprehensively address such
requirements. However, HUD
recommends that the manufacturer’s
installation instructions include the
information and advisories in this
Subpart J, in order to protect the
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Moving manufactured home to
It is recommended that the
installation instructions indicate that
the LAHJ be informed before moving the
manufactured home to the site. It is also
recommended that the installation
instructions indicate that the
manufactured home is not to be moved
to the site until the site is prepared in
accordance with subpart C of this part
and when the utilities are available as
required by the LAHJ. Examples of
related areas that might be addressed in
the installation instructions for meeting
this recommendation include:
(a) Access for the transporter. Before
attempting to move a home, ensure that
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sroberts on PROD1PC70 with RULES
(c) Upon completion of the exterior
close-up, no gaps are permitted between
the structural elements being
interconnected along the mate-line of
multi-section homes. However, prior to
completion of the exterior close-up,
gaps that do not exceed one inch are
permitted between structural elements
provided:
(1) The gaps are closed before
completion of close-up;
(2) The home sections are in contact
with each other; and
(3) The mating gasket is providing a
proper seal. All such gaps must be
Federal Register / Vol. 72, No. 202 / Friday, October 19, 2007 / Rules and Regulations
the transportation equipment and home
can be routed to the installation site and
that all special transportation permits
required by the LAHJ have been
obtained.
(b) Drainage structures. Ditches and
culverts used to drain surface runoff
meet the requirements of the LAHJ and
are considered in the overall site
preparation.
§ 3285.903 Permits, alterations, and onsite structures.
It is recommended that the
installation instructions include the
following information related to
permits, alterations, and on-site
structures:
(a) Issuance of permits. All necessary
LAHJ fees should be paid and permits
should be obtained, which may include
verification that LAHJ requirements
regarding encroachments in streets,
yards, and courts are obeyed and that
permissible setback and fire separation
distances from property lines and public
roads are met.
(b) Alterations. Prior to making any
alteration to a home or its installation,
contact the LAHJ to determine if plan
approval and permits are required.
(c) Installation of on-site structures.
Each accessory building and structure is
designed to support all of its own live
and dead loads, unless the structure,
Note: Fittings in the drainage system that
are subject to freezing, such as P-traps in the
floor, are protected with insulation by the
manufacturer. Insulation must be replaced if
it is removed for access to the P-trap.
sroberts on PROD1PC70 with RULES
§ 3285.905
Heating oil systems.
It is recommended that the
installation instructions include the
following information related to heating
oil systems, when applicable:
(a) Homes equipped with oil burning
furnaces should have their oil supply
tank and piping installed and tested onsite, in accordance with NFPA 31,
Standard for the Installation of Oil
Burning Equipment, 2001 (incorporated
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including any attached garage, carport,
deck, and porch, is to be attached to the
manufactured home and is otherwise
included in the installation instructions
or designed by a registered professional
engineer or registered architect.
§ 3285.904
Utility system connections.
(a) It is recommended that the
manufacturer’s installation instructions
indicate the following procedures be
used prior to making any utility system
connection:
(1) Where an LAHJ and utility
services are available, that the LAHJ and
all utility services each be consulted
before connecting the manufactured
home to any utilities, or
(2) Where no LAHJ exists and utility
services are available, that the utilities
be consulted before connecting the
manufactured home to any utility
service; or
(3) In rural areas where no LAHJ or
utility services are available, that a
professional be consulted prior to
making any system connections.
(b) Qualified personnel. Only
qualified personnel familiar with local
requirements are permitted to make
utility site connections and conduct
tests.
(c) Drainage system. The main drain
line must be connected to the site’s
sewer hookup, using an elastomeric
by reference, see § 3285.4) or the LAHJ,
whichever is more stringent.
(b) The oil burning furnace
manufacturer’s instructions should be
consulted for pipe size and installation
procedures.
(c) Oil storage tanks and pipe
installations should meet all applicable
local regulations.
(d) Tank installation requirements.
(1) The tank should be located where
it is accessible to service and supply
and where it is safe from fire and other
hazards.
(2) In flood hazard areas, the oil
storage tank should be anchored and
elevated to or above the design flood
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coupler or by other methods acceptable
to the LAHJ, as shown in Figure A to
this section.
(d) Fuel supply system.
(1) Conversion of gas appliances. A
service person acceptable to the LAHJ
must convert the appliance from one
type of gas to another, following
instructions by the manufacturer of each
appliance.
(2) Orifices and regulators. Before
making any connections to the site
supply, the inlet orifices of all gasburning appliances must be checked to
ensure they are correctly set up for the
type of gas to be supplied.
(3) Connection procedures. Gasburning appliance vents must be
inspected to ensure that they are
connected to the appliance and that roof
jacks are properly installed and have not
come loose during transit.
(4) Gas appliance start-up procedures.
The LAHJ should be consulted
concerning the following gas appliance
startup procedures:
(i) One at a time, opening equipment
shutoff valves, lighting pilot lights when
provided, and adjusting burners and
spark igniters for automatic ignition
systems, in accordance with each
appliance manufacturer instructions.
(ii) Checking the operation of the
furnace and water heater thermostats.
elevation, or anchored and designed to
prevent flotation, collapse, or
permanent lateral movement during the
design flood.
(3) Leak test procedure. Before the
system is operated, it should be checked
for leaks in the tank and supply piping,
in accordance with NFPA 31, Standard
for the Installation of Oil Burning
Equipment, 2001 (incorporated by
reference, see § 3285.4) or the
requirements of the LAHJ, whichever is
more stringent.
§ 3285.906
Telephone and cable TV.
It is recommended that the
installation instructions explain that
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telephone and cable TV wiring should
be installed in accordance with
requirements of the LAHJ and the
National Electrical Code, NFPA No. 70–
2005 (incorporated by reference, see
§ 3285.4).
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59395
§ 3285.907 Manufacturer additions to
installation instructions.
do not take the manufactured home out
of compliance with the MHCSS.
A manufacturer may include in its
installation instructions items that are
not required by this chapter as long as
the items included by the manufacturer
are consistent with the Model
Installation Standards in this part and
Dated: September 18, 2007.
Brian D. Montgomery,
Assistant Secretary for Housing—Federal
Housing Commissioner.
[FR Doc. 07–5004 Filed 10–18–07; 8:45 am]
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Agencies
[Federal Register Volume 72, Number 202 (Friday, October 19, 2007)]
[Rules and Regulations]
[Pages 59338-59395]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 07-5004]
[[Page 59337]]
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Part II
Department of Housing and Urban Development
-----------------------------------------------------------------------
24 CFR Parts 3280 and 3285
Model Manufactured Home Installation Standards; Final Rule
Federal Register / Vol. 72, No. 202 / Friday, October 19, 2007 /
Rules and Regulations
[[Page 59338]]
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DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
24 CFR Parts 3280 and 3285
[Docket No. FR-4928-F-02]
RIN 2502-AI25
Model Manufactured Home Installation Standards
AGENCY: Office of the Assistant Secretary for Housing--Federal Housing
Commissioner, HUD.
ACTION: Final rule.
-----------------------------------------------------------------------
SUMMARY: This final rule establishes new Model Manufactured Home
Installation Standards (Model Installation Standards) for the
installation of new manufactured homes and includes standards for the
completion of certain aspects necessary to join all sections of multi-
section homes. The National Manufactured Housing Construction and
Safety Standards Act of 1974 requires HUD to develop and establish
Model Installation Standards after receiving proposed installation
standards from the Manufactured Housing Consensus Committee (MHCC). HUD
received and reviewed the MHCC's recommended proposed model
installation standards and published a proposed rule for public
comment. Based on HUD's review of the comments that were submitted,
including those from the MHCC, a number of revisions to the proposed
rule have been made in this final rule. This final rule also
incorporates certain amendments to definitions contained in the
Manufactured Home Construction and Safety Standards (MHCSS) that are
affected by definitions provided in the Model Installation Standards.
DATES: Effective Date: The effective date for this final rule will be
October 20, 2008. The date of approval by the Director of the Federal
Register for incorporation by reference of certain publications listed
in this rule is October 20, 2008.
FOR FURTHER INFORMATION CONTACT: William W. Matchneer III, Associate
Deputy Assistant Secretary for Regulatory Affairs and Manufactured
Housing, Office of Manufactured Housing Programs, Department of Housing
and Urban Development, 451 Seventh Street, SW., Room 9164, Washington,
DC 20410; telephone number (202) 708-6401 (this is not a toll-free
number). Hearing-or speech-impaired individuals may access this number
through TTY by calling the toll-free Federal Information Relay Service
at (800) 877-8339.
SUPPLEMENTARY INFORMATION:
I. Background
On April 26, 2005, HUD published in the Federal Register at 70 FR
21498 a proposed rule that would establish Model Manufactured Home
Installation Standards (Model Installation Standards) for new
manufactured homes, as required by the National Manufacture Housing
Construction and Safety Standards Act of 1974 (42 U.S.C. 5401-5426)
(the Act). The Act gave the MHCC responsibility to develop and submit
to the Secretary proposed Model Installation Standards. The MHCC's
proposal was provided to HUD in September 2004. The Department agreed
with most of the proposal, and thoroughly involved the MHCC in the
process by which the proposed rule for the Model Installation Standards
was developed prior to its publication in the Federal Register.
There were a total of 101 commenters on the April 26, 2005,
proposed rule. Seventy-seven of the commenters were from the industry,
including manufacturers, component suppliers, retailers, installers,
realtors, trade associations, and community operators. Nineteen
commenters came from the government, including HUD-approved Primary
Inspection Agencies and State Administrative Agencies. Finally, four
commenters were individual consumers and consumer groups and one was a
private code organization.
Among the recommendations most often made by the commenters were:
(1) To codify the Model Installation Standards in existing part 3280
rather than new part 3285, in the belief that the installation
standards would thereby become ``preemptive'' of state and local
installation standards; (2) to make the installation standards
applicable to secondary or other subsequent installations of
manufactured homes; (3) to include provisions assuring that HUD will
consult with the MHCC on future changes to the installation standards;
(4) that manufacturers' installation instructions be considered as
evidence of compliance with the Model Installation Standards; (5) that
the installation standards apply to the joining together and close-up
of multi-section homes and to certain other aspects of on-site
completion that HUD had originally treated as part of the construction
process. HUD has given these subjects particular attention in preparing
the final rule.
II.A. Analysis of Public Comments--Part 3280
Comment: Sec. 3280.302 Definitions. Two commenters wrote that the
proposed definition of anchoring system should include forces on the
foundation and anchorage systems, which may actually control the design
in some instances.
HUD Response: The definition of anchoring system includes a
reference to the forces that are required to be resisted by foundation
and anchorage systems.
II.B. Analysis of Public Comments--Part 3285
Subpart A--General
Comment: Sec. 3285.1(a) Scope. The Model Installation Standards
should be preemptive of state and local requirements.
HUD Response: HUD has concluded that a plain reading of Sections
604(d) and 605 of the Act indicates that Congress did not intend for
these Model Installation Standards to be preemptive of more stringent
state or local government requirements, only that they establish
minimum national requirements for the installation of manufactured
homes. This conclusion is strengthened by the statement from then-
Chairman Jim Leach during his section-by-section comments on the floor
of the House, that ``the bill would reinforce the proposition that
installation standards and regulations remain under the exclusive
authority of each state.'' (Dec. 5, 2000, 146 Cong. Rec. H11987). In
earlier floor remarks, then-Ranking Member John LaFalce said, ``States
that wish to have their own installation standards may continue to do
so, as long as they provide protections comparable to the model
standards.'' (Oct. 24, 2000, 146 Cong. Rec. H10685). HUD therefore
believes that Congress has permitted any state that chooses to operate
its own installation program to enforce installation standards more
stringent than these Model Installation Standards, provided that those
standards otherwise offer protection that equals or exceeds the minimum
protection established by these Model Installation Standards.
Comment: Sec. 3285.1(a) Scope. The Model Installation Standards
should be codified under 24 CFR part 3280, Manufactured Home
Construction and Safety Standards.
HUD Response: Contrary to the views expressed by some commenters,
preemption authority can only come from Congress, and no decision that
HUD could make regarding the codification of these Model Installation
Standards could increase or diminish that authority. However, as
indicated above, HUD believes there is good reason to conclude that
Congress did
[[Page 59339]]
not intend to extend preemption authority to these Model Installation
Standards.
In any event, HUD has chosen, as a matter of administrative
necessity, to codify these Model Installation Standards, as in new part
3285 of 24 CFR, in order to maintain the clear distinctions the Act
makes between installation and construction. The regulatory structure
that Congress has given HUD for enforcement of these Model Installation
Standards is entirely different from the enforcement authority it
previously gave HUD for the federal MHCSS. As HUD reads the Act,
section 613 (42 U.S.C. 5412) and section 615 (42 U.S.C. 5414), the
principal sections requiring notification and correction of defects, do
not apply to these Model Installation Standards. As HUD reads the Act,
the primary enforcement authority for these Model Installation
Standards is instead limited to section 605 (42 U.S.C. 5404) itself,
which not only provides more limited authority for these Model
Installation Standards, but also adds entirely new requirements
regarding the licensing and training of installers.
Given these fundamental differences between the installation and
construction and safety programs, publication of these Model
Installation Standards in new part 3285 of 24 CFR will best allow HUD
to maintain the regulatory separation necessary to administer two such
different programs.
Comment: Sec. 3285.1(a) Scope. Work associated with the joining
together and close-up of sections of multi-section homes and certain
aspects of on-site completion should be considered as installation of
the home and not as construction.
HUD Response: Under the final rule, work necessary to join sections
of a multi-section home, such as work identified in Subparts G, H, and
I of the installation standards, and work associated with connecting
exterior lights, ceiling-hung light fixtures, or fans, as identified in
Subpart I, are treated as installation, and therefore is subject to
these Model Installation Standards and any future requirements of the
installation program regulations. Accordingly, close-up work completed
on-site would require inspection under the Manufactured Home
Installation Program Proposed Rule published in the Federal Register on
June 14, 2006. However, features such as penetrated hinged roofs, high-
pitched hinged roofs, and eave construction will remain subject to the
MHCSS and the Procedural and Enforcement Regulations in 24 CFR part
3282.
In early drafts of these Model Installation Standards, HUD treated
all activities associated with close-up as part of construction of the
home and, as such, subject to the MHCSS and the manufacturer's
certification label. However, HUD recognizes that installers, not
manufacturers, typically perform close-up work. Therefore, HUD has
concluded that the Model Installation Standards provide the best
opportunity to address close-up activities and concerns.
Further, under the final rule, home purchasers generally will look
to installers or retailers who often employ or contract with installers
to perform home installations, to remedy close-up problems that are not
the result of inadequate or incorrect manufacturer instructions or of
production errors that have resulted in the sections of the home not
fitting together properly.
Comment: Sec. 3285.1(a) Scope. Compliance with the Manufacturer's
Installation Instructions should be accepted as compliance with the
Model Installation Standards. Several commenters also recommended the
section be rewritten as follows: ``The manufacturer's installation
instructions shall apply under any of the following conditions where
they do not take the home out of compliance with the Federal
Manufactured Housing Construction and Safety Standards: (1) To items
not covered by this standard; (2) Where the manufacturer's approved
installation instructions provide a specific method of performing a
specific operation or assembly; (3) Where the manufacturer's approved
instructions exceed this standard.''
HUD Response: Sec. 3285.1(a) of the final rule recognizes that the
Model Installation standards serve as the basis for the manufacturer's
installation instructions and accepts those instructions for
compliance, as long as they meet or exceed the minimum requirements of
the Model Installation Standards and do not take the home out of
compliance with the MHCSS. However, the methods for performing
operations that are included in a manufacturer's installation
instructions will be enforced by the Department, in their entirety.
Furthermore, the final rule requires that manufactured home
manufacturers include installation instructions with each new home. The
instructions must be approved by a Design Approval Primary Inspection
Agency (DAPIA) and must provide protection to the residents of
manufactured homes that equals or exceeds the protections provided by
the Model Installation Standards.
Comment: Sec. 3285.1(a) Scope. The Model Installation Standards
should be applicable to subsequent installations beyond the initial
siting and placement of the manufactured home.
HUD Response: It is HUD's position that Congress intended the
installation standards to be applicable only to the initial
installation of new manufactured homes, as indicated by references in
Section 623(g) of the Act to the date of installation and by the
definition of ``purchaser'' as the first purchaser in Section 603 of
the Act. A very small percentage of manufactured homes are ever
relocated after the initial siting and placement of the homes. The
Manufactured Home Procedural and Enforcement Regulations encourage
states to establish procedures for the inspection of used manufactured
homes and for monitoring of the installation of manufactured homes
within each state (Sec. 3282.303), thus indicating the regulations'
intent to place the supervision of re-installments in the hands of the
states.
The final rule does not prevent state and local governments from
enforcing standards for installations after the initial installation or
from imposing higher installation standards than are required by HUD's
``minimum'' Model Installation Standards for the initial or any
subsequent installation of a manufactured home. State standards for
initial installation must meet or exceed HUD's minimum installation
standards, while state standards for secondary installations do not
have to adhere to the minimum HUD standards. HUD continues to believe
that any subsequent installation of a manufactured home best resides
with state authority. Notwithstanding all of the above, HUD will
continue to study this issue in developing the final rule for its
installation program regulations.
Comment: Sec. 3285.1(c) Consultation With the Manufactured Housing
Consensus Committee. The Manufactured Housing Consensus Committee
(MHCC) should have a continuing involvement in revising the
installation standards.
HUD Response: HUD agrees with comments received from the MHCC and
others that the Committee should have a continuing role in reviewing
and recommending future changes to the Model Installation Standards.
HUD recognizes the valuable guidance and assistance provided by the
MHCC throughout the rulemaking process with the development of these
installation standards. Accordingly, a new section, Sec. 3285.1(c),
``Consultation with the Manufactured Housing Consensus Committee,'' has
been included in the
[[Page 59340]]
final rule. That section provides that HUD will afford the MHCC with a
120-day opportunity to offer input and comment prior to proposing any
changes to the installation standards. The new provisions also direct
the MHCC to send its own suggested changes to the Department at least
every 2 years. The final rule also provides that HUD will accept,
modify, or reject each recommendation and explain to the MHCC the
reasons behind any modifications or rejections of those recommendations
before publication of any new revised standard.
Comment: 3285.1(d) Administration. One commenter wrote that certain
permanent site-built foundations with manufacturer certification are
not subject to the proposed rule. This recognizes that site-built
foundations under state and local codes are suitable and that all
localities have such codes. It also implies that state and local codes
for non-permanent foundations are lacking and that HUD needs to
intervene. This does not make sense, unless there is a significant
difference between permanent and non-permanent foundation requirements
and their administration and enforcement.
HUD Response: This provision stems from Section 604(f) of the Act
and 24 CFR part 3282.12 of the Manufactured Home Procedural and
Enforcement Regulations, which require HUD to exclude from coverage any
structure which, among other things, is designed to be erected and
installed upon a site-built permanent foundation.
Comment: Sec. Sec. 3285.2, 3285.301(b), 3285.401 HUD Question:
Should the Model Installation Standards offer more performance-based
equivalents instead of prescriptive requirements to facilitate the use
of alternative installation methods?
HUD Response: Based on the recommendations of the MHCC and the
public comments, the final model installation standards are a
combination of prescriptive and performance standards. While the
minimum standards do offer prescriptive methods for compliance, they
also provide for alternatives in design that will allow for innovation.
Accordingly, manufacturers' instructions may be based on either the
minimum requirements in these model installation standards or may use
performance-based design in demonstrating compliance with these
standards.
Comment: Sec. 3285.2 Manufactured Installation Instructions/HUD
Question. Should model-specific plans for installation be required and,
if so, what minimum information should be required on the plans (i.e.,
pier capacities, minimum support and anchorage locations, other
structural design requirements, plan-specific information for
completion of utility systems, etc.)?
Comment: This should be left up to each manufacturer to decide.
Comment: There is no need to require model-specific home plan
criteria for every conceivable single or multi-section home design as
there must be some reliance on the manufacturer's installation manual
for model-specific home designs as the model standard is the minimum
necessary requirements.
Comment: There is no need to require model-specific plan criteria
for every conceivable floor plan and design under the Model
Installation Standards. If there needs to be specialized criteria, the
manufacturer can provide it in the installation manual that comes with
the new home. The DAPIA will determine whether the specialized
manufacturer's manual has met or exceeds the Model Installation
Standards. With regard to Sec. 3285.403, the best alternative might be
to permit the mating line anchorage/connection to be determined by the
manufacturer's installation manual.
HUD Response: HUD has decided that model-specific foundation plans
are not required, but that special foundation and anchorage plans are
required to address site-specific conditions or when the support and
anchorage methods in the manufacturer's installation instructions are
not suitable and vary from those included with the manufacturer's
installation instructions.
Comment: Sec. 3285.2 Manufactured Installation Instructions/HUD
Question. Should the manufacturer's installation instructions provide
that a professional engineer or registered architect must be consulted
when general site conditions are not covered by the installation
instructions?
Comment: When instructions do not address specific site conditions
and hazards, the foundations and anchorage should be designed by a
professional engineer or registered architect.
Comment: There is no reason for the Model Installation Standards to
require that a professional engineer or architect be consulted for site
preparation, if the manufacturer's manual does not cover this
installation consideration. Such a requirement could substantially
raise the cost of site preparation for the retailer/installer.
Comment: It is not reasonable to expect the manufacturer to
effectively give installation instructions and assume liability when
they have no site-specific knowledge. ``A registered engineer is the
right call.''
Comment: The only way to get efficient and consistent installation
compliance with both the Model Installation Standards and the
manufacturer's support requirements is to require manufacturers to take
responsibility for the vertical support of their own designs and to
provide foundation plans with all pier locations and minimum pad sizes
specified and drawn to scale, in a graphical format serviceable for
both the permit process and the foundation layout at the jobsite.
Comment: All engineered foundations should be designed per SEI/ASCE
7, Loads for Buildings and Other Structures. This will allow engineers
and architects to develop foundation designs that are capable of
resisting all natural hazards at the site.
Comment: Experience has shown that out-of-state registered
professional engineers and architects unfamiliar with the conditions of
the locality design foundation systems that fail, and that the engineer
or architect should be registered in the state where the home is to be
installed.
HUD Response: Section 3285.2(c) of the final rule has been revised
specifically to allow for variations to be made to installation
instructions for site conditions that are not covered, provided that
installers first attempt to obtain those variations for site-specific
conditions from the manufacturer and, if not available from the
manufacturer, the installer is to use designs prepared by a
professional engineer or registered architect. The installer must have
the professional engineer's or registered architect's design approved
by the manufacturer and its DAPIA prior to installation. DAPIA approval
is necessary to enable HUD to enforce such modifications to the
manufacturer's installation instructions. HUD has determined that the
Model Installation Standards do not need to require that professional
engineers or registered architects be licensed in the state where the
home is to be installed, since they are responsible for only performing
work or preparing designs in areas of construction in which they are
competent and knowledgeable. However, a state that operates its own
installation program may require that the engineer or architect be
specifically licensed by that state.
Comment: HUD requested comments on the efforts associated with
checking installation instructions. One commenter wrote that since
installation instructions vary by manufacturer and model, the estimates
of number of respondents and responses per respondent were very low,
while the number of hours spent on review was
[[Page 59341]]
high, unless the time includes back-and-forth communication. If HUD
does not intend to take action to ensure conformity with the Model
Installation Standards (MIS), there is no need to collect this data.
HUD Response: This issue will be addressed under the installation
program regulations and any adjustments to the burden estimates will be
made as part of those regulations.
Comment: Section 3285.4 Incorporation by Reference. There is a more
recent edition of the American Society of Heating, Refrigerating and
Air-Conditioning Engineers Fundamentals Handbook and the Underwriters'
Laboratories (UL) 181 standard has been separated into UL 181, 181A,
and 181B.
Comment: Add the American Wood Preservers Association (AWPA) to the
list of Referenced Publications. AWPA Publications, American Wood-
Preservers' Association, P.O. Box 388, Selma, AL 36702. AWPA U1-04, Use
Category System: User Specification for Treated Wood, 2004, and AWPA
M4-02, Standard for the Care of Preservative-Treated Wood Products,
2002. The references to treated wood standards need to be updated
because: (1) AWPA C2 and C9 are no longer updated by AWPA and will not
include new preservative treatments that are appropriate for this
application; (2) Standard U1 is currently referenced in the 2004
amendments to the 2003 International Building Code (IBC) and
International Residential Code (IRC) in place of standards C2 and C9
and will be referenced in the 2006 editions; and (3) the 0.60 lbs. per
cubic foot is not the required retention level for all of the
appropriate preservatives. Copper azole (CA-B) has a required retention
of 0.31 lbs. per cubic foot for this application that is equivalent to
Chromated Copper Arsenate used at 0.60 lbs. per cubic foot.
HUD Response: The editions of these standards that are adopted in
this final rule are consistent with those recently updated by HUD in
recent amendments to the Manufactured Home Construction and Safety
Standards. HUD will consider issuing conforming amendments to more
recent editions of these standards in future rulemaking.
HUD also agrees there is a need to update and revise the reference
requirements for treated wood materials, and the final rule
incorporates the more recent AWPA U1-04 and AWPA M4-02 standards into
certain sections of the installation standards (Sec. Sec. 3285.4,
3285.303, 3285.312, and 3285.504).
Comment: Sec. 3285.5 Definitions. ``Design Flood.'' The term
``design flood'' is used several times in the proposed rule and should
be defined as the greater of either: (1) The base flood or (2) the
flood so designated by the Local Authority Having Jurisdiction (LAHJ)
as its regulatory flood, with a one percent chance or less of being
equaled or exceeded in any given year.
Comment: The term ``design flood elevation'' (DFE) should be added
to the definitions as follows: ``Design Flood Elevation. The elevation
of the design flood, including wave height, relative to the datum
specified on a LAHJ's hazard map.''
Comment: Sec. 3285.5 Definitions. ``Lowest-Floor.'' The definition
of Lowest Floor should be revised, as follows: ``Lowest floor. The
floor of the lowest enclosed area of a manufactured home. For flood-
resistant design purposes of these MIS, the term ``lowest floor'' shall
mean the bottom of the longitudinal chassis frame beam in A zones, and
the bottom of the lowest horizontal structural member supporting the
home in V zones. An unfinished or flood resistant enclosure, used
solely for vehicle parking, home access, or limited storage, must not
be considered the lowest floor, provided the enclosed area is not
constructed so as to render the home in violation of the flood related
provisions of this standard.''
HUD Response: Section 3285.102 of the final rule clarifies that the
above terms are used as defined in 44 CFR part 59.1 of the National
Flood Insurance Program and, as such, are not required to be again
defined in these installation standards.
Comment: Sec. 3285.5 Definitions. ``Labeled'' and ``Listed or
certified.'' The term ``labeled'' is very similar to the term ``listed
or certified,'' except that ``listed or certified'' requires that an
approved product be on a published list. All of these terms could be
read to require the contracting of an agency on a continuing basis to
maintain product approval status rather than using a nationally
recognized third-party testing agency for a one-time approval.
HUD Response: Both terms remain in the final rule because certain
components may not be required to be labeled but must still be listed
under the purview of a nationally recognized testing laboratory.
Comment: Sec. 3285.5 Definitions. ``Crossovers.'' The definition
of crossovers should be amended to include ducting for both heating and
cooling ducting, and not just ducting for heating.
HUD Response: As recommended by the commenters, the final rule
includes both heating and cooling ducts in the definition of
``crossovers.''
Comment: Sec. 3285.5 Definitions. ``Local Authority Having
Jurisdiction (LAHJ).'' The definition of LAHJ should be rewritten to
refer to local responsibilities in such a way that if they are within
the coverage of the Model Installation Standards (MIS) they are
applicable, but if outside the MIS they are not applicable.
Comment: Having states included within the definition of an LAHJ
seems to conflict with other provisions of the rule and means that a
state or local government entity that does not have such requirements,
even though they may be identical to the MIS, would not be considered
an LAHJ. One commenter wrote that no level of government below the
state level should be included in the definition of an LAHJ, because it
implies that lower levels of government's programs are sanctioned,
which could result in the imposition of additional fees, thereby
causing increased costs for consumers.
HUD Response: The definition is essentially unchanged in the final
rule because any entity or subdivision of state government is not
restricted from establishing more stringent requirements than those in
the MIS for states in which HUD will operate the installation program.
The proposed rule for the installation program regulations in 24 CFR
part 3286 includes detailed provisions for state-run installation
programs and how those requirements will impact on local governmental
entities within their state. However, the definition has been modified
in the final rule to clarify that an LAHJ must have both
responsibilities and requirements that must be complied with during the
installation of a manufactured home.
Comment: Sec. 3285.5 Definitions. ``State.'' The ``Canal Zone''
should be deleted from the definition of ``State,'' because the Panama
Canal Zone has not been under United States control or jurisdiction for
nearly 30 years. emsp;
HUD Response: HUD has removed ``the Canal Zone'' from the
definition of ``State,'' but recognizes that the statute has not been
amended or updated to reflect this change.
Comment: Sec. 3285.5 Definitions. ``Foundation.'' The term
``foundation'' should be a defined term in the MIS.
HUD Response: A definition for a ``foundation system'' has been
included in the final rule in both the Manufactured Home Construction
and Safety Standards and the MIS.
Subpart B--Pre-Installation Considerations
Comment: Seismic Safety/HUD Question: Should the MIS attempt to set
forth minimum installation
[[Page 59342]]
requirements or pre-installation considerations to address seismic
safety? If so, how should HUD establish seismic zones and what minimum
requirements would be included in the Model Installation Standards?
Comment: If seismic zones are to be considered in the future as a
manufactured home design parameter, it is best that they first be
introduced into part 3280 and then mentioned in set-up manuals.
Comment: Part 3285 contains no criteria to protect homes from
earthquakes, and this omission makes the standard incomplete. Other
national consensus standards have seismic criteria, such as the IBC,
the IRC, the National Fire Protection Association (NFPA) 5000 Building
Construction and Safety Code, and the NFPA 225. Manufactured homes fall
off this type of support at very moderate ground shaking levels, since
such homes are typically installed using piers not designated for
seismic resistance, which are not adequately attached and connected to
the foundation and chassis of the home. This lack of seismic resistant
provisions will result in significantly less protection than in other
types of residential construction, and is technically inadequate in
areas of high seismic activity. Congress authorized the Earthquake
Hazard Reductions Program to develop seismic safety provisions suitable
for use throughout the United States. The lack of seismic provisions is
contrary to national policy. The approach for seismic detailing and
design in NFPA 225 should be accepted and used in part 3285.
Comment: HUD should not include any seismic requirements in the
Model Installation Standards. When required, designs are handled by the
retailer, the installer, the owner, or the manufacturer, in accordance
with the requirements of the local building authority. This is working
now and need not be covered in the installation standards.
HUD Response: The final rule does not contain specific requirements
for the design of foundation and anchorage systems in seismically
active areas. This will allow states and local building code
authorities in seismically active areas to establish or continue to
enforce foundation and anchoring requirements for seismic design load
considerations. However, HUD intends to continue to study this issue
and may recommend requirements for seismic design in future rulemakings
in the Manufactured Home Construction and Safety Standards and the
Model Installation Standards.
Comment: Sec. 3285.101 Installation of Manufactured Homes in Flood
Hazard Areas. The requirements for installation of manufactured homes
in flood hazard areas should be included in Subpart D Foundations,
Sec. 3285.302, rather than in Sec. 3285.101(d). While Sec. 3285.101
requires the installer to determine if flood hazards affect the site,
it is more appropriate that more explicit design considerations be
articulated in the section on foundations.
Comment: States and communities in areas that are vulnerable to
flood damage should adopt regulations that exceed the minimum National
Flood Insurance Program (NFIP) requirements.
Comment: The approach indicated in the proposed Model Installation
Standards was considered and rejected by NFPA 225. Basic performance
requirements related to floods can and must be included in the Model
Installation Standards, and doing so will not conflict with, replace,
or preempt NFIP and LAHJ flood requirements.
Comment: Method and Practices. Manufactured homes located wholly or
partly within special flood hazard areas must be installed using
methods and practices that minimize flood damage during the base flood,
including elevation and stability of the foundation for anticipated
conditions and loads in accordance with the LAHJ; 44 CFR 60.3(a)
through (e), as applicable; and other provisions of 44 CFR referenced
by those paragraphs.
Comment: Section 3285.101(c) should be revised to read as follows:
``(c) Pre-installation considerations. Prior to the initial
installation of a new manufactured home, the installer is responsible
to determine whether the manufactured home site lies wholly or partly
within a special flood hazard area as shown on the LAHJ's Flood
Insurance Rate Map, Flood Boundary and Floodway Map, or Flood Hazard
Boundary Map. If so located, the map and supporting studies and
requirements adopted by the LAHJ or state should be used to determine
the flood hazard zone and design flood elevation at the site. If the
LAHJ has not adopted a Flood Hazard Map, the installer shall consult
the LAHJ to determine flood-resistant installation requirements.''
Comment: Sec. 3285.101(d) Installation of Manufactured Homes in
Flood Hazard Areas. LAHJs should be given the option to enforce
requirements for flood hazards at whatever level they deem necessary.
The section should provide two options for flood hazard criteria: (1)
Per the LAHJ or (2) per the NFIP regulations.
Comment: Paragraph (d)(2) should be renumbered as (d)(3) and a new
section (d)(2) should be added, as follows: ``Performance requirements.
Manufactured home installations shall: (a) Have the lowest floor
elevated to or above the design installation; (b) elevate the home
using support and anchorage systems designed and constructed to resist
design flood loads in combination with other storage loads; (c)
construct the support and anchorage system with flood damage resistant
materials; (d) in A zones, use flood openings in permanent foundation
walls and in other solid walls (excluding skirting) forming an
enclosure below the DFE, to allow the automatic equalization of flood
levels; and (e) in V zones, elevate the home on piles, columns, piers,
or stands that minimize obstructions below the DFE, and use breakaway
construction for any other non-structural walls or elements.''
Comment: Fill is often used as a method to elevate sites so that
the lowest floors of manufactured homes are elevated to or above the
design flood elevation. While compaction of fill used to elevate a
manufactured home site is an important consideration, there are other
particular considerations that are important so that flood conditions
do not adversely affect the fill. In particular, it is recommended that
the fill be sloped and protected with vegetation to minimize erosion
that may undermine the home. This can be accomplished by adding Sec.
3285.101(d)(2) to read as follows: ``Installation on fill. Fill placed
in flood hazard areas in order to elevate manufactured home sites shall
be placed, compacted, and sloped to minimize shifting, slumping, and
erosion during the rise and fall of floodwater.''
Comment: A new paragraph, Sec. 3285.101(e), should be added to
read as follows: ``Alternate Flood-Resistant Installation Provisions.
The flood-resistant installation provisions contained in NFPA 225 shall
be deemed to equal or exceed the flood requirements of the Model
Installation Standards.''
Comment: The only way to prevent flood damage is by elevating the
home above the flood level on strong and durable stabilizing devices.
Performance requirements to prevent flood damage must be included if
the Model Installation Standards are to be effective.
HUD Response: The final rule continues to reference the provisions
of 44 CFR 60.3(a) through (e) and Federal Emergency Management Agency
(FEMA) 85, Manufactured Home
[[Page 59343]]
Installation in Flood Hazard Areas, as appropriate guidance for
installation of manufactured homes in areas subject to flooding. A
state or local community may adopt more stringent performance
requirements than those specified under the Model Installation
Standards for flood hazard areas.
Comment: Sec. 3285.102 Design Zone Maps. The design and
construction of the foundation and anchoring systems addressed in part
3285 should be compatible with the design and construction of the home,
but should not be restricted or limited by the outdated and obsolete
design zone maps contained in part 3280.
Comment: This section should require that a manufactured home
cannot be installed in a higher wind zone, snow load, or thermal zone
than the home's original design for its initial installation.
Comment: The referenced design maps identified in part 3280 should
be included in this section.
HUD Response: Section 3285.103(a) of the final rule requires that
prior to the initial installation of a new manufactured home, the
installer verify that the design and construction of the home, as
indicated on the design zone maps provided with the home required by
the Manufactured Home Construction and Safety Standards and
regulations, are suitable for the site location where the home is to be
installed.
Subpart C--Site Preparation
Sec. 3285.201 Soil Conditions/HUD Question. HUD sought comment on
whether the standards should require that a minimum of six inches of
soil, including the organic material, be removed under load bearing
footings to ensure that footings are placed on undisturbed soil for at-
grade footings.
Comment: This would seem like a good practice in general to avoid
detrimental effects to foundation support and anchoring systems;
however, to specify a minimum depth of six inches of soil be removed
may in some cases be too little or in other situations too excessive.
To address this concern, the commenters recommend that the section be
revised to indicate that topsoil is to be removed or that at-grade
footings should be installed on undisturbed soil.
HUD Response: HUD finds the comment to be reasonable, and the final
rule does not specify a required depth of soil removal, thereby leaving
the determination of firm, undisturbed soil as a site-specific matter.
Comment: Sec. 3285.202 Soil Classifications and Bearing Capacity.
The pocket penetrometer should be included as an acceptable method to
determine soil-bearing capacity. While penetrometers are not as precise
a method for determining soil-bearing capacity at an individual
location, they have proven to be workable devices where multiple
readings are taken at an installation site.
Comment: The proposed rule should offer a default approach to
determine the soil bearing capacity such as permitted by other model
codes. This default approach used in some state and model building
codes, such as the 2003 International Residential Code, generally
recognizes a minimum soil bearing capacity of 1500 pounds per square
foot (psf).
HUD Response: The final rule now allows the use of the pocket
penetrometer as one of the acceptable methods for determining soil
classification and bearing capacity and permits the use of a 1500 psf
soil bearing capacity, unless site-specific information requires the
use of lower values based on soil classification and type.
Comment: Sec. 3285.203(a) Drainage. The section should be revised
to read as follows: ``Drainage must be provided to direct surface water
away from the home.'' This was suggested because the commenter believed
it unnecessary to include a ``laundry list'' of possible problems, if
proper drainage was not provided, that was identified in the proposed
rule.
Comment: As written, subsection (b) would be impossible to enforce
within rental communities given their layout and design. The
requirement should be revised to provide an exemption for homes sited
within manufactured home rental communities, or by changing the
drainage requirement ``from under'' to ``away from'' the home. Further,
in subsection (c) the first 10-foot provision would be impossible to
enforce in rental communities, since lots only provide for 5-foot
sideyards and that the requirement should be revised to require
drainage away from the foundation of the home for the first 5 feet.
HUD Response: The final rule has been revised to clarify that
surface water must be directed away from the home to prevent water
build-up under the home. Where property lines do not allow the drainage
to be diverted for the first 10 feet from the foundation, other methods
are allowed to remove the surface water. However, statements on the
adverse affects of not removing the water have been removed from this
section, as suggested by commenters.
Comment: Sec. 3285.203(f) Gutters and Downspouts. Most home
manufacturers do not provide additional support in the roof system in
order to support gutters and downspouts. Installation could cause
damage and take the home out of compliance with the MHCSS. However, if
gutters and downspouts are provided, the runoff must be directed away
from the manufactured home.
Comment: Even though the Model Installation Standards require any
runoff from gutters and downspouts to be diverted away from the home,
not all HUD Code homes are required to have gutters and downspouts. If
gutters and downspouts are provided, then installers should be required
to ensure that adequate drainage is provided.
HUD Response: The final rule has been revised to require
manufacturers to specify in their installation instructions whether the
manufactured home is suitable for the installation of gutters and
downspouts and if so provided, the instructions are also to indicate
that all roof water is to be directed away from the home.
Sec. 3280.204 Ground Moisture Control/HUD Question: HUD is
concerned that excessive voids and numerous tears in the vapor retarder
can defeat the purpose of the requirement. Therefore, should
limitations be placed on the number and size of voids and tears? If so,
what specific limitations would be recommended?
Comment: Some commenters advocated that the Model Installation
Standards should state that all tears and voids in the ground vapor
retarder be repaired. Others raised questions as to what would
constitute a minor tear or void, as indicated in the proposed rule; how
many tears or voids would be acceptable without repair; and how the
regulation would be consistently enforced by states. The commenters
also suggested this was one situation where a prescriptive provision is
warranted in the standards.
Comment: As it would be difficult to repair tears or defects in the
ground vapor retarder around piers, the requirement should be revised
to not require minor tears and voids at pier locations or other support
to be repaired.
Comment: The ground vapor retarder should be overlapped at least 12
inches at all joints to prevent weeds and grass from growing through
deck slats, and to minimize the likelihood of moisture penetration.
Comment: The reference to a six millimeter polyethylene is a
typographical error in Sec. 3285.204(b). A six millimeter polyethylene
ground vapor retarder would be .039'' thick, as opposed to the six mil
polyethylene that
[[Page 59344]]
was intended, which would be .006'' thick.
Comment: Ground vapor retarders should be required only in enclosed
areas and paragraph (a) should be revised to read as follows: ``(a) If
space under the home is to be enclosed with skirting or other material,
a vapor retarder is required in the following situations: (1) In humid
regions (this region is considered to follow the very heavy termite
infestation probability map, reference in the HUD Sept., 1996 PFGMH);
(2) in situations where the crawlspace soil elevation is below the
natural surrounding surface elevation (i.e., pit set applications); (3)
in installations where concrete decks, retaining walls or other solid
barriers prevent venting on more than one side (refer to Sec.
3285.505).''
HUD Response: Section 3285.204 of the final rule does not permit
any voids or tears in the ground vapor retarder, requires all joints to
be overlapped at least 12 inches, and allows the vapor retarder to be
installed around or over footings and other obstructions, as suggested
by the commenters. The final rule also corrects the typographical error
in the proposed rule in paragraph (b) by requiring the thickness of the
vapor retarder to be a minimum of six mil polyethylene sheeting. The
final rule also clarifies that all enclosed and skirted areas are to be
provided with a ground vapor retarder, except in arid regions and areas
for open porches, decks, and recessed entries.
Subpart D--Foundations
Comment: Sec. 3285.301(b) Alternative Foundation Systems. The
requirement that foundations that are not of the pier and footing type
are to be designed by a professional engineer increases costs to the
consumer.
Comment: It is unnecessary for a professional engineer or architect
to be consulted for site preparation, if the manufacturer's manual does
not cover the specific conditions for the site, because every manual
has been reviewed by the industry's national association and it always
contains some information with regard to site preparation. If not, the
LAHJ can be looked to for any other conforming requirements.
Comment: Sec. 3285.301(b) et al. The proposed rule's requirements
for ``acceptable engineering practice'' are too broad to ensure
uniformity. As written, the commenter finds four problems with the
proposed language: (1) It suggests that all aspects of design require
registered professionals, (2) the standard is not specific to the
design and construction of manufactured homes, (3) it is not specified
where the professional has to be registered, and (4) it will increase
costs because services of engineers and architects will be required for
each installation rather than having the manufacturer provide the
information universally. The commenter proposes to change the language
to read, * * * Must be prepared by the manufacturer or by a registered
professional engineer or a registered architect in accordance with the
manufacturer's home design and the Manufactured Home Construction and
Safety Standards (3280).'' [Same comment for Sec. Sec. 3285.301(d),
3285.306(c), 3285.310(c), 3285.312(c)(1) and (2), 3285.314(b),
3285.401(b) and (b)(2), 3285.402(c)]
Comment: Sec. 3285.301(c) General. Most registered professional
engineers or registered architects are not aware of the federal
standards or how manufactured homes are designed and constructed. They
are also unaware of critical areas of support. If the designs fail, the
federal program has no authority over these outside professionals.
HUD Response: The requirements for the use of professional
engineers or architects to certify various aspects of the
manufacturer's installation instructions for foundation and anchoring
support, including alternative foundation systems, are retained in the
final rule and are no different than what is currently required for
certification of this information under the Manufactured Home
Construction and Safety Standards. In addition, one of the
responsibilities of a professional engineer or registered architect is
to understand all aspects of any design, including critical areas of
support, before certifying that it complies with the appropriate
standards or requirements. The installer must have the professional
engineer's or registered architect's design approved by the
manufacturer and its DAPIA prior to installation. DAPIA approval is
necessary to enable HUD to enforce such modifications to the
manufacturer's installation instructions.
Comment: Installation Instructions for Perimeter and Permanent
Foundations/HUD Question: Should manufacturers who design their
manufactured homes to be installed on perimeter or permanent
foundations, in addition to pier, footing, and anchor foundations, be
required to also provide DAPIA-approved installation instructions for
perimeter and/or permanent foundations and the pier, footing, and
anchor systems?
Comment: Additional DAPIA-approved instructions for other
foundation systems, including perimeter or permanent foundations,
should not be required if a manufacturer has complied with either
engineered plans or state-established standards for permanent
foundations.
HUD Response: DAPIA-approved installation instructions are required
to be provided by manufacturers under section 605(b) of the Act. The
final rule indicates that foundation systems that are not of pier and
anchor type configurations may also be used, when substantiated by
engineering design as being capable of resisting the design loads in
the Manufactured Home Construction and Safety Standards. If alternative
foundation designs are not provided in the installation instructions
and are desired or needed for site-specific conditions, installers are
required to first contact manufacturers to obtain variations to the
instructions or, if not available from the manufacturer, to use a
design prepared by a professional engineer or architect (Sec.
3285.2(c)). The installer must have the professional engineer's or
registered architect's design approved by the manufacturer and its
DAPIA prior to installation. DAPIA approval is necessary to enable HUD
to enforce such modifications to the manufacturer's installation
instructions.
Comment: Sec. 3285.301(a) General. The design of the foundation
system should not be limited to the design loads required by the
Manufactured Home Construction and Safety Standards, as indicated on
the home's data plate. Presently, manufactured homes are not designed
for flood loads, but foundation and anchorage systems sited in flood
hazard areas should be capable of resisting flood loads. Similarly,
manufactured homes are not presently designed for seismic forces, but
foundation and anchorage systems installed in areas subject to
earthquake forces should be capable of resisting seismic loads. To
remedy the above concerns, the section should be revised to read as
follows: ``(a) Foundations for manufactured home installations must be
designed and constructed in accordance with this subpart and must be
based on site conditions, home design features, and the greater of (1)
the loads the home was designed to withstand as shown on the home's
data plate, and (2) design loads specified elsewhere in these Standards
or by the LAHJ or state.''
HUD Response: Under the final rule, states and localities are not
prevented from establishing and enforcing seismic requirements or
higher design requirements for foundations and anchorage to resist
flood loads.
[[Page 59345]]
Comment: Test Protocol for Alternative Foundation Systems/HUD
Question: What specific requirements should be included in the national
test protocol for alternative foundation systems protocol referred to
in the proposed Model Installation Standards?
Comment: It would be best to delay providing any specific
considerations or testing requirements in the final rule, because the
MHCC has been tasked to develop a recommended test protocol for
proprietary foundation systems. Further, any proprietary system can be
evaluated by a manufacturer and included, at its option, in the
installation manual, subject to DAPIA approval.
Comment: Currently a de facto, nationally recognized protocol
exists, which has been extensively used to evaluate most of the
alternative foundation systems on the market.
HUD Response: Section 3285.301(d) of the final rule includes
provisions for a nationally recognized testing protocol for proprietary
foundation systems or alternatively requires proprietary foundation
system designs to be prepared or tested by a registered professional
engineer or registered architect. Efforts are underway by the MHCC to
develop recommendations for a national testing protocol, which will be
considered by the Department of Housing and Urban Development upon its
completion. Presently, states that are operating an installation
program have differing requirements for the testing of proprietary
foundation systems, and there is no universally accepted de facto
method for testing, as suggested by one of the commenters.
Comment: Sec. 3285.302 Installation of Manufactured Homes in Flood
Hazard Areas. Manufacturers should be required to either include flood-
resistant considerations in their foundation specifications (and state
the conditions under which the specifications are applicable in terms
of specific ranges of velocities, depths, and wave action), or state
that their foundation specifications do not address flood loads and
shall not be used in flood hazard areas.
HUD Response: Section 3285.302 of the final rule requires that the
installation instructions identify whether the foundation
specifications have been designed or not designed for flood-resistant
considerations.
Comment: Sec. 3285.303(b)(1) Acceptable Piers-Material
Specifications. The section should be revised to read as follows:
``Piers are permitted to be concrete blocks, pressure-treated wood
treated with a water-borne preservative in accordance with AWPA
Standard U1 for Use Category 4B ground contact applications, or
adjustable metal or concrete piers.''
HUD Response: Section 3285.301(b) of the final rule has been
revised in accordance with the above comment to reference a more
current standard permitting the use of water-borne preservatives for
pressure treatment of wood members.
Comment: Sec. 3285.303 Piers/HUD Question: Should the Model
Installation Standards include other design characteristics or
standards for manufactured piers such as protection from the elements,
material specifications, a testing protocol, or listing and labeling
requirements?
Comment: Piers and other support or anchorage devices should be
designed and constructed to resist weathering, corrosion, and
deterioration with minimal maintenance and upkeep on the part of the
owner. This is especially important in coastal areas where salt spray
corrosion is present, and in flood hazard areas where the supports and
anchorage are subject to inundation.
Comment: Manufactured piers are designed to withstand certain loads
and, as long as the home manufacturer provides the loading requirements
at each intended pier location, a manufactured pier that is capable of
resisting those loads should be acceptable for use.
Comment: The proposed rule specifies that manufactured home piers,
other than concrete masonry units or steel jack stands, be listed and
labeled for the required vertical loads and appropriate lateral loads.
This appears to be a performance-based requirement. There does not seem
to be any reason to provide a laundry list of design conditions. HUD
should maintain the status quo until some nationally recognized
material/testing protocol can be developed.
HUD Response: The proposed rule did not exclude metal stands or
piers from the requirement to be listed and labeled, as suggested by
the commenter. This is further clarified in Sec. 3285.308 of the final
rule, which requires that any metal pier or other type of manufactured
pier be listed, meet the pier load requirements of the Model
Installation Standards in Sec. 3285.303, and be protected against
weather deterioration and corrosion.
Comment: Sec. 3285.303(d) Pier Loads. The word ``poured'' should
be deleted, as it suggests that the footers for piers loads need to be
poured.
HUD Response: The term ``poured'' has been deleted in the final
rule.
Comment: Sec. 3285.303 Tables 1, 2, and 3. The Tables are
confusing and should be simplified by retaining only the ``Pier and
Footing Load'' column and by deleting all references to the 16''x16''
concrete footing /pyramid layout method in the Tables and by deleting
Figure C to Sec. 3285.312 in its entirety.
Comment: The footnotes in the tables should indicate that flood or
seismic loads were not considered in developing the tables and that the
tables should not be used in determining foundation requirements in
flood hazard areas or seismic hazard areas.
HUD Response: The Tables in the final rule have been revised to
delete the references to footing layouts, and Figure C to Sec.
3285.312 has also been deleted in the final rule. A footnote has also
been added to each of the Tables in the final rule indicating the
Tables do not consider flood hazard or seismic design load
requirements.
Comment: Sec. 3285.304 Pier Configuration. There are a number of
inconsistencies between the text in this section and Figures A and B to
Sec. 3285.306 with regard to cap thickness, size, and material
callouts and specifications; shim size, use, thickness, and
orientation; and gaps between the main chassis beam and foundation
support system specifics.
HUD Response: Figures A and B and the text of this section have
been revised in the final rule to address comments regarding
inconsistencies between them in cap requirements (i.e., \1/
2\-steel plate thickness has been used in both the text and
Figures in the final rule), by requiring wood shims to be hardwood and
by clarifying alternatives for filling gaps.
Comment: Sec. 3285.305 Clearance Under Homes/HUD Question: Should
the Model Installation Standards include minimum clearances in areas
such as those required for access or inspection?
Comment: A minimum clearance under a home is required to install
and inspect utility connections, bottom board repairs, etc. All of the
area underneath a home should be accessible for that, and even if there
are no utility connections in an area, bottom board repairs may still
need to be made on-site.
Comment: A 12-inch minimum clearance should be maintained beneath
the lowest member of the main frame and the ground under 100 percent of
the home.
HUD Response: The final rule requires a minimum clearance of 12
inches under the home to the ground, including areas between the lowest
point of the frame and the grade.
[[Page 59346]]
Comment: Sec. 3285.306(b) Frame Piers 36 Inches to 80 Inches and
Corner Piers. The MHCC and other commenters stated that mortar should
not be required, unless specified in the manufacturer's installation
instructions. Further, if mortar is required for all frame or corner
piers between 36 inches and 67 inches in height, it would add
unnecessary costs to the installation of the home.
Comment: When concrete block piers are required to use mortar, the
type of mortar should be indicated in the standards.
Comment: Section 3285.306(a)(5) should be changed to read as
follows: ``Mortar is not required if a solid 4 cap block is
placed on top of the hollow masonry blocks and the pier is not being
considered as an anchoring point, unless otherwise specified in the
installation instruction or required by a registered engineer or
registered architect.''
HUD Response: Paragraphs (a), (b), and (c) of Sec. 3285.306 of the
final rule have been revised to indicate that the use of mortar is only
required when specified in the manufacturers installation instructions
or required in designs prepared by a professional engineer or
registered architect.
Comment: Sec. 3285.306(b)(2). The Model Installation Standards
should address offsets in piers over 36 in height and the
maximum tilt of piers from vertical for piers of any height.
HUD Response: Horizontal offsets for piers over 36 and
up to 67 in height are limited to 1 in Sec.
3285.306(b)(1) of the final rule.
Comment: Figure B to Sec. 3285.306 Typical Footing and Pier
Installation, Double Concrete Block. The maximum pier height of 80
inches should be reduced to 67 inches, because the tie-down charts
provided in this standard are limited to 67'' and pier designs greater
than 67'' in height will require independent engineering designs.
HUD Response: The requirements for frame and corner pier height in
Figure B and the text of the final rule have been reduced from 80
inches to 67 inches to be consistent with other tables and figures in
the Model Installation Standards.
Comment: Sec. 3285.309 Elevated Homes. Since information is
provided for designing tie-downs and piers up to 67'' high, the ``one-
fourth of the area of a home'' requirement should be deleted.
HUD Response: The provisions for elevated homes have been deleted
in the final rule, as recommended by the commenters. A professional
engineer or registered architect would be required to prepare designs
that exceed 67'' in height or for other conditions not specifically
addressed by these Model Installation Standards.
Comment: Sec. 3285.310 Figures/Tables for Marriage Line Pier
Supports (Generally). The manufacturer's installation manual would be
easier to reference for these requirements rather than the
specifications, Tables, and Figures in the proposed rule.
HUD Response: As recommended by the MHCC and others, the Tables,
Figures, and specifications are needed to establish the minimum
requirements and guidance needed for preparing manufacturer's
installation instructions.
Comment: Sec. 3285.310 Typical Mate-Line Column Pier and Mating
Wall Support. Footnote 1 of Figure A to Sec. 3285.310 requires all
footings to extend below the frost line depth. This requirement is
inconsistent with Sec. 3285.312(c), which allows footings to be
located at grade, when insulated foundation systems are used in areas
subject to freezing. Instead, Footnote 1 should be revised to reference
Sec. 3285.312(c) for footing requirements in frost-heave susceptible
soils. This same comment also applies to Figure B.
Comment: Figure A to Sec. 3285.310 Typical Mate-Line Column Pier
and Mating Wall Support When Frame-Only Blocking is Required and Figure
B to Sec. 3285.310 Typical Mate-Line Column Pier and Mating Wall
Support When Perimeter Blocking is Required. For locations more than
two feet from the perimeter of the home, the frost line depth should be
one half of that required for perimeter footings, because temperatures
under the home are not low enough to cause severe soil frost line
conditions.
Comment: The pier capacity indicated in Footnote 3 for single dry
stack concrete block piers should be reduced from 10,000 lbs. to 8,000
lbs., while another commenter recommended the capacity be reduced even
further to 5,725 lbs.
Comment: Footnote 6 for Figure A and Footnote 4 for Figure B should
be revised to indicate that pier or other supports are required for any
opening 48'' or greater at either the mate-line or the side wall.
HUD Response: Footnote 1 of the Figures A and B to Sec. 3285.310
in the final rule have been revised to indicate that the bottom of the
footings must extend below the frost line depth, unless designed for
placement above the frost line. In addition, alternatives to locating
footings below the frost line, such as by using an insulated foundation
system, are provided in Sec. 3285.312(b) of the