Model Manufactured Home Installation Standards, 21498-21559 [05-7497]
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21498
Federal Register / Vol. 70, No. 79 / Tuesday, April 26, 2005 / Proposed Rules
DATES:
DEPARTMENT OF HOUSING AND
URBAN DEVELOPMENT
[Docket No. FR–4928–P–01; HUD–2005–
0006]
RIN 2502–AI25
Model Manufactured Home Installation
Standards
Office of the Assistant
Secretary for Housing—Federal Housing
Commissioner, HUD.
ACTION: Proposed rule.
AGENCY:
SUMMARY: This proposed rule would
establish new Model Manufactured
Home Installation Standards (Model
Installation Standards) for the
installation of new manufactured homes
and would include 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 the
Secretary 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 model
installation standards and is in
agreement with a significant majority of
the recommendations. Following
discussion with the MHCC at its August
2004 meeting, HUD provided the MHCC
with a draft of this proposed rule
establishing the Model Installation
Standards. During three ensuing
conference calls with the MHCC and its
subcommittee on installation, HUD
received additional feedback and
comment from the MHCC and its
members that were considered for
inclusion in this proposed rule.
Within this proposed rule, HUD is
providing its proposed Model
Installation Standards, and a detailed
summary of its recommended changes
to the MHCC’s proposal. The proposed
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. HUD is
specifically requesting comment on
proposed installation standards
applicable to completing work and
conducting adequate inspections
necessary to join all sections of a multisection manufactured home, as well as
many other areas of manufactured home
installation that may need consideration
before final publication.
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Interested persons are
invited to submit comments regarding
this rule to the Regulations Division,
Office of General Counsel, Room 10276,
Department of Housing and Urban
Development, 451 Seventh Street, SW.,
Washington, DC 20410–0500. Interested
persons may also submit comments
electronically through either:
• The Federal eRulemaking Portal at:
https://www.regulations.gov; or
• The HUD electronic Web site at:
https://www.epa.gov/feddocket. Follow
the link entitled ‘‘View Open HUD
Dockets.’’
Commenters should follow the
instructions provided on that site to
submit comments electronically.
Facsimile (FAX) comments are not
acceptable. In all cases, communications
must refer to the docket number and
title. All comments and
communications submitted will be
available, without revision, for public
inspection and copying between 8 a.m.
and 5 p.m. weekdays at the above
address. Copies are also available for
inspection and downloading at https://
www.epa.gov/feddocket.
FOR FURTHER INFORMATION CONTACT:
William W. Matchneer III,
Administrator, Office of Manufactured
Housing Programs, Room 9164,
Department of Housing and Urban
Development, 451 Seventh Street, SW.,
Washington, DC 20410; telephone (202)
708–6401 (this is not a toll free number).
Persons with hearing or speech
impairments may access this number
via TTY by calling the toll free Federal
Information Relay Service at 1–800–
877–8389.
SUPPLEMENTARY INFORMATION:
ADDRESSES:
24 CFR Parts 3280 and 3285
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Comments Due Date: June 27,
2005.
I. Background
On December 27, 2000, the National
Manufactured Housing Construction
and Safety Standards Act of 1974 (42
U.S.C. 5401–5426) (the Act) was
amended by the Manufactured Housing
Improvement Act of 2000, which,
among other things, provided for the
creation of the Manufactured Housing
Consensus Committee (MHCC) and
established new requirements
pertaining to the installation of new
manufactured homes. One of the
provisions of the Act requires the
Secretary to establish Model Installation
Standards for new manufactured homes.
The Act also gave the MHCC
responsibility to develop and submit
proposed model manufactured home
installation standards. The MHCC
recommendations were to be submitted
to HUD not later than 18 months after
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the initial appointment of all committee
members. The MHCC held its first
meeting in August 2002 and began work
on its installation standards
recommendations by reviewing the
already developed consensus standard
National Fire Protection Agency (NFPA)
225, with draft updates maintained by
the National Fire Protection Association
(NFPA) through September 2002.
Subsequently, the MHCC approved
proposed installation standards and
submitted them to HUD on December
18, 2003. HUD reviewed the
recommendations and developed a draft
proposed rule that was based upon
those recommendations. Following its
review of the draft proposed rule, the
MHCC provided additional
recommendations to HUD on September
3, 2004.
The complete MHCC
recommendations relating to model
manufactured home installation
standards, including the transmittal
letter to HUD and the MHCC’s
description of its installation standards
development assumptions and
principles, can be found on the Web site
maintained by the NFPA, the
administering organization for the
MHCC, at https://www.nfpa.org/PDF/
MHCC
FinalChangesInstallStd.pdf?src=nfpa.
At the MHCC’s meeting on August 10,
2004, HUD presented orally and in
writing an overview of its initial
response to the MHCC’s
recommendations. The most significant
change to the MHCC proposal related to
the removal of several MHCC-suggested
installation standards for on-site
completion of multi-section homes,
which HUD deemed to be related to
construction and assembly of the home
rather than installation. Upon
evaluating further comments received
from the MHCC, and based upon its
own review, HUD incorporated a
majority of the applicable ‘‘close up’’
standards proposed by the MHCC in this
proposed rule. HUD provided the
MHCC with a draft of this proposed rule
for review and comment on August 19,
2004. During three ensuing conference
calls with the MHCC and its
subcommittee on installation, HUD
received additional feedback and
comment from the MHCC and its
members that HUD considered in
preparing this proposed rule. In
addition, HUD has added several
questions to the preamble seeking
comment on issues where consensus
within the MHCC was not reached or
regarding other issues on which HUD
would like targeted feedback.
As indicated, HUD has carefully
reviewed the MHCC’s recommended
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model installation standards and is in
agreement with a significant majority of
them. For the reasons set forth below in
the Summary of Changes to the MHCC
Proposed Installation Standards,
modifications were made to some of the
recommendations. The summaries of
HUD’s proposed Model Installation
Standards and changes to the MHCC’s
recommendations include questions on
which HUD seeks comment. The
following is a section-by-section
discussion of the new Model
Installation Standards proposed by
HUD.
I. Summary of HUD’s Model
Manufactured Home Installation
Standards
HUD proposes to codify the Model
Installation Standards in a new part
3285 of title 24 of the Code of Federal
Regulations (CFR). HUD has chosen not
to codify these installation standards as
part of the Construction and Safety
Standards (24 CFR part 3280), to avoid
confusion between construction and
installation and to assist in assigning
clear lines of responsibility among the
parties involved for construction versus
installation issues. Moreover, the Act
makes a clear distinction between the
Federal Manufactured Home
Construction and Safety Standards
(MHCSS) and the Model Installation
Standards. Section 604 of the Act (42
U.S.C. 5403) sets forth specific
provisions, including preemption,
which are applicable only to the
MHCSS. The Act sets forth provisions
applicable only to manufactured home
installation and the Model Installation
Standards in section 605 (42 U.S.C.
5404).
The proposed rule provides that, at a
minimum, manufactured home
manufacturers must 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. In
addition, States that desire to operate an
installation program must adopt
installation standards that provide
protection that equals or exceeds the
protections provided by the Model
Installation Standards.
HUD is soliciting comments on the
distinction between standards for the
construction and assembly of
manufactured homes and the standards
for the installation of manufactured
homes established by this proposed
rule. Generally, HUD has in the past
considered those activities that are
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completed at the installation site to
bring the home into conformance with
the MHCSS as being part of construction
and covered by the manufacturer’s
certification label. HUD has also
considered as being part of construction
those activities that for a multi-wide
home are completed at the installation
site, but for a singlewide home are
performed in the factory prior to
labeling the home, as well as activities
required to finish the home at the
installation site that are presently
covered by the Alternative Construction
process. On the other hand, HUD has
considered installation to include the
siting, supporting, stabilizing, and
anchoring of the home.
Based on HUD’s further review and
consideration of the recommendations
of the MHCC, HUD has included
specified activities necessary for the
close up and joining of all sections of a
multi-section manufactured home as
part of the Model Installation Standards.
Installers, not manufacturers, typically
perform close up work. Under the
proposed rule, home purchasers
generally would have to 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 are manufactured in
such a way that the sections do not fit
together properly. This is because close
up activities would not be covered by
the manufacturer’s notification and
correction responsibilities for
construction defects standards under
section 615 of the Act (42 U.S.C. 5414).
However, including close up provisions
in the Model Installation Standards
would also mean that, in accordance
with the Act, a State that operates an
installation program in lieu of the HUD
program will have to provide for
inspections that include close up work.
Under the current enforcement of the
MHCSS, as well as State and local
enforcement of installations, inspection
for close up activities is generally not
conducted by primary inspection
agencies, States, local authorities, or
HUD. HUD and the MHCC are of the
opinion that improper close up is an
area of significant concern for
manufactured housing, and believe that
the Model Installation Standards
provide an opportunity to better address
both close up and installation.
Therefore, the proposed rule would
include close up activities in the Model
Installation Standards. Thus, close up
work completed on site would be
inspected under regulations to establish
an installation program that will be
published by HUD for public comment
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in a separate rulemaking. While HUD
recognizes that there may be reasons to
include close up activities as part of the
MHCSS, the MHCC and HUD believe
there is a practical necessity to include
these aspects as installation standards,
which would be inspected by States or
HUD under installation program
requirements. HUD believes that the
Model Installation Standards as
proposed, the additional requirement
for inspection of installation and close
up work through HUD’s future
installation program rule, and HUD’s
forthcoming dispute resolution
regulation (which will also be published
separately for public comment in a
future rulemaking and would involve
consumers, manufacturers, retailers, and
installers) will provide greater
protections to the residents of
manufactured homes.
HUD would like to receive comments,
in particular from installers, retailers,
and manufactured home owners, on the
legal and practical effect of these
proposals. Since close-up consists of the
work and activities for completing the
assembly of the home, is it consistent
with the rest of the Act to consider such
work as construction and therefore the
responsibility of the manufacturer? Or is
it too difficult for manufacturers to
control and monitor the close-up done
by installers so that it would be more
appropriate to classify close up as part
of installation? Will consumers be
adequately protected if close-up is
classified as part of installation?
HUD would also very much
appreciate receiving comments from the
States and local governments on this
subject. How do the States and
municipalities presently treat close up
activities? Do their inspectors review
close up activities as part of installation
inspections? If there were requirements
for inspection of close up work as part
of HUD’s certification of a State
installation program, would there be
difficulties with the expertise or work
load of the State or local inspectors with
respect to close ups, such that State
installation laws could not be certified
as covering inspection of close up work?
Finally, HUD is very interested in
hearing from States concerning whether
the Model Installation Standards
proposed in this rule would work well
with the present installation programs
in the States.
Summary—Part 3285 Model
Manufactured Home Installation
Standards
Subpart A—General
Subpart A of the new part 3285 would
include general provisions relevant to
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the overall use and applicability of the
Model Installation Standards. These
general provisions include statements of
the scope (§ 3285.1(a)) and applicability
(§ 3285.1(b)). The Model Installation
Standards are applicable to the
installation of new manufactured homes
and would include those specific
aspects of a typical installation that
would be necessary to join all sections
of a multi-section home. As a result,
these close-up and crossover aspects
would not be considered assembly
under the Act’s definition of
‘‘manufactured home construction.’’
This means that installers, rather than
manufacturers, would be responsible for
the great majority of problems relating
to those aspects of erecting a home.
States that choose to operate an
installation program, as will be
addressed by HUD under separate
provisions set forth in a subsequent
proposed rule, must implement
installation standards that provide
protection that equals or exceeds the
protection to the residents of
manufactured homes provided by these
Model Installation Standards.
Qualifying States may choose to
establish or permit more stringent
installation standards. However, States
that do not establish standards that
provide a level of protection that meets
or exceeds the level of protection of
these model provisions will not have
qualifying programs.
In States that do not choose to operate
an installation program, HUD intends to
regulate and enforce the installation of
new manufactured homes through a
program to be established separately in
a subsequent rulemaking, using these
Model Installation Standards for
minimum design and installation
requirements. In these States, the State
or municipalities also may establish
more stringent requirements, so long as
the requirements provide protection that
equals or exceeds the protection
provided by the Model Installation
Standards.
Under the proposed rule,
manufacturers would be required to
provide installation instructions
(§ 3285.2) with each new home that
would be approved by the DAPIAs as
providing the residents protection that
equals or exceeds the protection
provided by the Model Installation
Standards. The manufacturer’s
installation instructions must not take
the home out of compliance with the
MHCSS (24 CFR part 3280), and must
provide adequate instructions to
complete those limited aspects of the
installation that are necessary to join all
sections of a multi-section home. HUD
intends home manufacturers to be
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responsible for adequate and
conforming installation instructions.
However, through enforcement and
dispute resolution regulations yet to be
published for comment, installers or
retailers would be accountable and
responsible for work completed at the
installation site in accordance with the
manufacturers’ instructions.
HUD is also providing, in subpart A,
general requirements for alterations
completed during the initial installation
that affect the installation of the home
(§ 3285.3). This section ensures that any
alterations will not adversely affect
compliance with the Model Installation
Standards, and that any such alteration
does not take the home out of
compliance with the MHCSS. The
provision prohibits alterations, as
defined by 24 CFR 3282.7, from
imposing additional loads to the
manufactured home or its foundation
without following a design by a
registered engineer or registered
architect, or express inclusion in the
manufacturer’s approved installation
instructions.
Consistent with other constructiontype standards, HUD would incorporate
several specifications, standards and
codes by reference (§ 3285.4) pursuant
to 5 U.S.C. 552(a) and 1 CFR part 51.
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 would
prevail to the extent of the
inconsistency. Section 3285.5 provides
definitions for terms contained in the
Model Installation Standards.
Subpart B—Pre-Installation
Considerations
The majority of Subpart B would
contain provisions for the installation of
new manufactured homes in flood
hazard areas. Consistent with current
practice, the Model Installation
Standards would make the installer
responsible to evaluate the prospective
installation site to determine if the
location is in a flood hazard area
(§ 3285.101). If so located, the installer
must refer to the Federal Emergency
Management Agency’s National Flood
Insurance Program for specific
requirements and further guidance
relating to installation in flood hazard
areas.
Seismic safety has not been addressed
in this proposed rule primarily because
seismic safety is not a required
consideration in the construction of
manufactured homes under the
preemptive Manufactured Home
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Construction and Safety Standards (24
CFR part 3280). However, in areas
where seismic activity is a concern,
some State and local jurisdictions
currently implement and enforce
installation provisions that address
seismic safety. Because the Model
Installation Standards are minimum
standards, these jurisdictions will
continue to have full authority to
implement and enforce seismic safety
considerations. Should the Model
Installation Standards attempt to set
forth minimum installation
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?
The Model Installation Standards
would incorporate by reference the
design zone maps (§ 3285.102) provided
in the MHCSS (24 CFR part 3280) to
ensure that the design and construction
of the home’s foundation and anchorage
is compatible with the design and
construction of the manufactured home.
In addition, the proposed Model
Installation Standards recognize the
need to evaluate other practical
considerations for the installation site
(§ 3285.103) and obtain all permits
necessary for installation work,
alterations, or other site-built structures
(§ 3285.104). While HUD would not
regulate these considerations, reference
to subpart J of this proposed rule is
provided to establish considerations for
which a home manufacturer must
provide caution to the installer.
Subpart C—Site Preparation
Subpart C is to establish requirements
for the preparation of the site where a
manufactured home would be installed
and requires assessment of the soil at
the installation site to ensure proper
design and construction of the home’s
foundation and anchorage.
The Model Installation Standards
would also provide for site evaluation of
the soil (§ 3285.201) and determination
of soil classification and bearing
capacity (§ 3285.202) to ensure that a
particular foundation and anchorage
design would be adequate for the home
design and location. The Model
Installation Standards provide for three
general methods of determining the
bearing capacity and classification of
the soil at the installation site. Soils may
be tested to determine the appropriate
soil classification, bearing capacity, and
torque probe values, or the records on
file with a local authority having
jurisdiction (LAHJ) may be used to
determine these soil characteristics.
Alternately, if the soil can be identified
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by type, a table is provided for use in
determining appropriate bearing
capacity and soil classification
including corresponding torque probe
values. The Model Installation
Standards would require consultation
with a registered professional if unusual
or suspect soil conditions were present.
The proposed Model Installation
Standards also include provisions to
ensure that surface water is adequately
drained to prevent water build-up under
the home (§ 3285.203). The Model
Installation Standards would require a
minimum one-half inch per foot slope
away from the home for the first ten
feet, and require the home to be
protected from surface runoff. If the
slope cannot be obtained for ten feet due
to property lines or other physical
conditions, the site would need to be
provided with drainage that will carry
surface runoff away from the
foundation. The standard would also
require other runoff from gutters and
downspouts to be directed away from
the home.
If the space under the home is
enclosed with skirting or otherwise
similarly enclosed, the Model
Installation Standards would require a
vapor retarder to keep ground moisture
from entering the home (§ 3285.204).
Arid regions with dry soil conditions, as
well as areas under open decks,
porches, or recessed entries would be
exempt from vapor barrier requirements.
The Model Installation Standards would
also provide for minimum vapor barrier
material requirements and proper
installation techniques. The
requirements for vapor barrier
installation permit minor voids and
tears without repair. However, HUD is
concerned that the excessive voids and
numerous tears 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?
Subpart D—Foundations
The Model Installation Standards
would require foundations for
manufactured home installations to be
based on site conditions, home design
features, and the loads the home was
designed to withstand as evidenced on
the home’s data plate (§ 3285.301). The
Model Installation Standards would
provide prescriptive methods for
constructing a foundation composed of
piers and footings traditionally
addressed by the manufacturer’s
installation instructions. While the
Model Installation Standards include
tables to size piers and footings, home
manufacturers may elect to provide
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installation instructions that are
compatible with the homes and options
designed and constructed in their
factories. However, the manufacturer’s
instructions must provide protection to
residents that equals or exceeds the
protection provided through the tables
as based on assumptions outlined in
table footnotes, and the design loads for
which the home was constructed. When
a home’s design configuration differs
from the design limitations noted in
table footnotes, manufacturers or design
professionals must use the design loads
for which the home was constructed
(based on the MHCSS) to design
adequate support and anchorage.
Equivalent pier and footing instructions,
consistent with the presentation of data
in the Model Installation Standards,
would require substantiation through
engineering design and analysis
(§ 3285.301(b) and (c)).
HUD Questions: Is it clear in the
proposed rule that the described tables
and charts for piers, footings, and
anchor spacing are meant to provide
example requirements for homes that
have characteristics consistent with the
respective design assumption footnotes?
Is it clear that variations to tables and
charts may be achieved through other
installation methods or specifications
and that the inclusion of variations
within the manufacturer’s installation
instructions is both acceptable and may
be required in order to assure continued
compliance of the home with the
MHCSS? Do the Model Installation
Standards provide an adequate basis for
preparing manufacturer’s instructions
that meet the level of protection
provided by the Model Installation
Standards when other installation
methods are used? Do the Model
Installation Standards need to include
clearer performance equivalents so that
alternative installation methods may be
developed and subsequently approved
or certified by Design Approval Primary
Inspection Agencies (DAPIAs) or
registered engineers or architects, as
applicable? Can manufacturers comply
consistently with both the MHCSS and
the Model Installation Standards as
proposed? Since the Model Installation
Standards are intended to provide
requirements for manufacturers to
develop installation instructions, should
the prescriptive provisions found in the
tables for pier and footing sizing and
anchor spacing be more appropriately
placed in an appendix? Should the
different specifications included in
approved manufacturer installation
instructions be required to be formatted
to present pier, footer, and anchor
spacing consistent with the presentation
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of data in the tables and charts of the
Model Installation Standards?
The Model Installation Standards
would also permit alternative
foundation design (§ 3285.301(d)). The
alternative foundation design and
support requirements would be
determined by a registered professional
engineer, registered architect, or
nationally recognized third party testing
agency in accordance with a nationally
recognized testing protocol and must
safely support the home as required by
§ 3285.301. However, HUD is not aware
of an existing nationally recognized
testing protocol or standard established
to determine the support capability of
proprietary-type foundation systems.
While the proposed Model Installation
Standards do refer to a national test
protocol, HUD is requesting comments
on specific requirements that should be
considered and contained in such a
protocol.
As determined from flood hazard
evaluation required in Subpart B, if the
home is located wholly or partly in a
flood hazard area, the support system
would need to be capable of resisting
gravity loads as well as design flood and
wind loads (§ 3285.302).
Generally, the Model Installation
Standards would require piers to be
capable of transmitting the vertical live
and dead loads to the footings or
foundation below (§ 3285.303). Piers
may be made of concrete blocks,
pressure-treated wood, or adjustable
metal or concrete piers. Piers, if
manufactured, would be required to be
listed (§ 3285.5) according to the
intended use.
The load that each pier must carry
depends on many variables. Such
variables include 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.
Manufacturers’ installation instructions
would be required to have pier and
footing requirements that provide
protection to manufactured home
residents that equals or exceeds the
protection provided by the design
support configurations indicated in
several tables provided in
(§ 3285.303(d)), based on certain design
assumptions noted in footnotes.
The tables were prepared based upon
worst-case design assumptions for
current typical construction. However,
the intended applicability of the tables
is outlined and limited by the footnotes
to the tables. It is HUD’s intent that
manufacturers or other parties may
engineer and develop other pier and
footing sizes and spacings for homes
with characteristics that are outside of
the design assumptions of the tables,
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provided that the engineered design
provides protection to residents that
equals or exceeds the protection
provided by the specific design
assumptions and specifications of the
tables.
Table 3285.303(d)(1)(i) provides the
model pier load and footing
requirements for manufactured homes
that are designed to be supported only
at the frame and without additional
perimeter support, except for perimeter
support required at openings. Table
3285.303(d)(1)(ii) provides the model
pier load and footing requirements for
manufactured homes that are designed
for support both at the frame and at the
perimeter with support at specified
spacings. Table 3285.303(d)(1)(iii)
provides the minimum pier load and
footing requirements for ridge beam
column supports applicable to the mateline of multi-section homes. For
opening spans between those
specifically included in the table, pier
loads interpolated for the specific span
may be used to design piers and
footings.
The Model Installation Standards
(§ 3285.304) would also provide for
specific materials, dimensions, and
illustrations that establish the model
design and construction requirements
for concrete block piers and pier caps.
Pier caps would be designed for
structural loads to evenly distribute the
loads across hollow block piers.
HUD recognizes that gaps occur
between the bottom of the supported
beam and the foundation support
system during typical installations. The
Model Installation Standards would
provide material and thickness
requirements acceptable to fill these
gaps. The Model Installation Standards
would also provide requirements
(§ 3285.305) for maintaining minimum
clearances under homes.
The Model Installation Standards
would provide minimum design
procedures for typical concrete block
piers, single or double stacked,
including limitations and requirements
for pier heights and block orientation in
§ 3285.306. The Model Installation
Standards would require design by the
manufacturer or a registered
professional engineer or architect for
unusual or special pier conditions, such
as high or elevated piers (§§ 3285.306(c)
and 3285.309).
The Model Installation Standards
would also address requirements for
locating piers along the mate-line of
multi-section homes. Figures
3285.310(a), 3285.310(b), and
3285.310(c) illustrate typical pier
locations including pier and footing
table references, applicable to mate-line
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locations and the appropriate support
configuration.
The Model Installation Standards
(§ 3285.311) would require pier
supports on both sides of side wall
exterior doors and any other side wall
openings greater than 48 inches (such as
entry and sliding glass doors), and
under porch posts, factory installed
fireplaces, and wood stoves. Additional
or alternate perimeter supports would
be required in accordance with the
design of the home, but would require
use of the appropriate pier load and
footing configuration tables as
determined by the home manufacturer
or a registered professional engineer or
architect.
The Model Installation Standards
(§ 3285.312) would require footings to
support every pier. Footings would have
to be placed on undisturbed soil or fill
compacted to 90 percent of maximum
relative density. Figures 3285.312(a) and
3285.312(b) illustrate typical footing
and pier (blocking) diagrams for single
and multi-section homes.
Acceptable footing materials
(§ 3285.312(a)) and specific listing or
labeling requirements would be
required and identified, as appropriate
for each material. Footings placed in
freezing climates (§ 3285.312(b)) would
be required to be placed below the frost
line depth unless a registered
professional engineer or architect
properly designs an insulated
foundation or slab-type foundation
(§ 3285.312(b)) in accordance with a
nationally recognized design standard
for frost-protected shallow foundations.
The Model Installation Standards do not
contain provisions for reinforced castin-place footings.
HUD Questions: When desired or
required, should the Model Installation
Standards provide minimum steel
reinforcement specifications for cast-inplace footings? What information
should the Model Installation Standards
include to adequately provide for the
design of such footings? Should the
Model Installation Standards
incorporate nationally recognized
consensus standards such as the
American Concrete Institute code 530,
for masonry structures and
specifications?
The size of footings (§ 3285.312(c))
would depend on the load-bearing
capacity of both the piers and the soil
bearing capacity. Table 3285.312(d) and
Figure 3285.312(c) would provide
footing configurations and requirements
for precast and poured-in-place concrete
footings corresponding to specified pier
loads.
The Model Installation Standards
would require support systems designed
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to combine both load-bearing capacity
and uplift resistance to be designed and
sized for all applicable design loads
(§ 3285.313).
These standards would not apply to
installations on site-built permanent
foundations when the manufacturer
certifies the home in accordance with
§ 3282.12. Otherwise, designs for
permanent foundations (§ 3285.314)
would also be permitted so long as
designs are obtained from the home
manufacturer, or designed by a
registered professional engineer or
registered architect. These designs may
also be subject to more stringent or
supplementary local code requirements.
When permanent foundation designs are
required, but not available from the
home manufacturer, a registered
professional engineer, or registered
architect would need to prepare a
permanent foundation design that
satisfies the home support and
anchorage requirements for the site and
the loads for which the home was
constructed.
Foundations for homes designed for
and located in areas with roof live loads
greater than 40 psf, would be required
to be designed by a registered
professional engineer or registered
architect for the special snow load
conditions (§ 3285.316). The Model
Installation Standards would also
recognize the use of ramadas in areas
with roof live loads greater than 40
pounds per square foot (psf), but would
require that any connection to the home
be for weatherproofing only.
Subpart E—Anchorage Against Wind
Subpart E (§§ 3285.401 and 3285.402)
would provide requirements for
anchoring necessary to secure
manufactured homes against wind. The
Model Installation Standards would
require anchorage for manufactured
home installations to be based on site
conditions, home design features, and
the loads the home was designed to
withstand as evidenced on the data
plate.
Where applicable to the type of
installation, the Model Installation
Standards would provide requirements
for determining the maximum spacing
for anchoring assemblies, historically
addressed by the manufacturers
installation instructions. The Model
Installation Standards would also
permit alternative anchorage design as
long as the design is verified through
engineering data and designed and
certified by a registered professional
engineer or architect (§ 3285.401(b)),
based on the same process for pier and
footer sizing.
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The Model Installation Standards
(§ 3285.402(a)) would contain
provisions for tie-down straps and
anchor assemblies including ground
anchors for ground anchor type
installations that would be consistent
with requirements in the MHCSS (24
CFR part 3280). The resistance
capability of anchor assemblies and
anchoring equipment would be
determined by a registered professional
engineer, registered architect, or
nationally recognized third party testing
agency in accordance with a nationally
recognized testing protocol. The anchor
assemblies would be required to be
installed in accordance with the listing
and capacity of the anchor assembly.
However, HUD is not aware of an
existing nationally recognized testing
protocol or standard established to
determine the resistance capability of
anchor assemblies and anchoring
equipment to wind forces. While the
proposed Model Installation Standards
refer to a national test protocol as
recommended by the MHCC, HUD is
requesting comments on specific
requirements that should be considered
and contained in such a protocol. HUD
notes that the development of a testing
protocol for anchor assemblies is
currently under review by HUD and the
MHCC’s installation subcommittee.
When providing instructions or
requirements for ground anchor type
installations, the number and location of
ground anchors and anchor straps
(§ 3285.402(b)) for the installation of
single section and multi-section
manufactured homes would be required
to consistent with the Tables
3285.402(c)(1) through 3285.402(c)(3),
and Figures 3285.402(b)(1) and
3285.402(b)(2). However, the tables
were based on worst-case assumptions
for current typical manufactured home
construction and may provide
conservative spacing for different design
assumptions. The use of the tables
would only be applicable under the
limitations provided in the footnotes. It
is HUD’s intent that manufacturers or
other parties may engineer and develop
other anchor spacing for homes with
characteristics that are outside of the
design assumptions of the tables,
provided that the engineered design
provides protection to residents of
manufactured homes that equals or
exceeds the design load assumptions
and protections provided by the tables
when applied to the specific home
characteristics and the design loads for
which the home was constructed.
Table 3285.402(c)(1) would provide
the maximum ground anchor spacing
for diagonal straps applicable to homes
located in Wind Zone 1. However, the
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spacing is dependent upon the size
characteristics of the home, the I-beam
spacing, and the design capacity of the
anchor assembly. The table also
contains the maximum height from the
ground to the strap attachment for each
strap spacing, ensuring that the diagonal
strap angle achieves a nominal 45degree angle. The table would only be
applicable under the limitations
contained in the 12 footnotes.
Table 3285.402(c)(2) would provide
the maximum ground anchor spacing
for diagonal straps applicable to homes
located in Wind Zone 2. Consistent with
the MHCSS (§ 3280.306), the Model
Installation Standards would require a
vertical strap at each diagonal strap in
this high wind area. However, the
spacing is dependent upon the size
characteristics of the home, the I-beam
spacing, and the design capacity of the
anchor assembly. The table contains the
maximum height from the ground to the
strap attachment for each strap spacing,
ensuring that the diagonal strap angle
achieves a nominal 45-degree angle. The
table would only be applicable under
the limitations contained in the 13
footnotes.
Table 3285.402(c)(3) would provide
the maximum ground anchor spacing
for diagonal straps applicable to homes
located in Wind Zone 3. Consistent with
the MHCSS (§ 3280.306), the Model
Installation Standards would require a
vertical strap at each diagonal strap in
this high wind area. However, the
spacing is dependent upon the size
characteristics of the home, the I-beam
spacing, and the design capacity of the
anchor assembly. The table contains the
maximum height from the ground to the
strap attachment for each strap spacing,
ensuring that the diagonal strap angle
achieves a nominal 45-degree angle. The
table would only be applicable under
the limitations contained in the 13
footnotes.
In addition to regular tie down
strapping and anchoring required
through the tables, HUD recognizes that
manufacturers may provide other straps
at the factory that must be connected to
an anchoring assembly (§ 3285.403) to
ensure proper anchorage of the home.
Such straps include mate-line straps,
shear wall straps, and over-the-roof
straps. When provided by the home
manufacturer, these straps must be
connected to an anchor assembly.
The Model Installation Standards
would provide general requirements
(§ 3285.404) for the installation of
ground anchors in freezing climates and
would require that anchorage for homes
located within 1,500 feet of a Wind
Zone 2 or 3 coastline be specifically
included in the home manufacturer’s
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21503
installation instructions. Where site or
other conditions prohibit the use of the
manufacturer’s design, the anchorage
must be designed by a registered
professional engineer or registered
architect (§ 3282.405) for the special
wind and site or other conditions.
Subpart F—Optional Features
Subpart F would provide model
requirements applicable to the
installation of optional features not
otherwise covered by the Model
Installation Standards, but which could
affect the home’s compliance with the
Model Installation Standards or the
MHCSS. Where applicable and specific
to the home and product manufacturer,
optional features such as expanding
rooms (§ 3285.502) and some appliances
(§ 3285.503) would be permitted to be
installed at the installation site provided
all items are installed in accordance
with the home and/or product
manufacturer installation instructions as
Home Installation Manual Supplements
(§ 3285.501).
Optional appliances (§ 3285.503)
would be required to be listed (§ 3285.5)
or certified for the intended use and
must be installed according to the
appliance manufacturer installation
instructions.
The Model Installation Standards
would require heat-producing
appliances to exhaust to the exterior of
the home, beyond perimeter skirting if
installed (§ 3285.503(c)). This Subpart
would also provide minimum appliance
elevation and anchoring requirements
for homes installed in flood hazard
areas (§ 3285.503(d)). Specifically,
appliances would be required to be
anchored, and appliances and air inlets
elevated at or above the same elevation
as the lowest elevation of the lowest
floor of the home.
Clothes dryer exhaust duct systems
(§ 3285.503(e)) would be required to
conform with and be completed in
accordance with the appliance
manufacturer instructions and the
MHCSS (§ 3280.708).
HUD’s Model Installation Standards
would contain provisions for the use of
optional skirting (§ 3285.504) and
corresponding crawlspace ventilation
(§ 3285.505) required when a perimeter
enclosure is installed. The ventilation
requirements are consistent with
requirements for crawlspace ventilation
of other structures built to model
building codes, and would require
ventilation of 1 square foot of
ventilation for every 150 square feet of
floor area. The ventilation may be
decreased to 1 square foot of ventilation
for every 1,500 square feet of floor area
when an acceptable vapor barrier is
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installed according to requirements in
Subpart C. Other minimum
requirements would provide for location
of vent openings and covers for vent
openings.
Subpart G—Ductwork and Plumbing
and Fuel Supply Systems
Subpart G would provide
requirements applicable to the
completion and installation of ductwork
and water, drainage, and fuel supply
systems. The provisions of subpart G are
necessarily limited in scope and
content, but are required to ensure that
the manufactured home is not taken out
of compliance with the MHCSS after
installation is completed. The
connections of the systems to utilities
are located in subpart J of the proposed
rule.
Work related to completion of these
systems at the installation site is
deemed to be installation work so long
as the work is limited only to that
necessary to join sections of a multisection home. However, the home
manufacturer consistent with the
existing requirements of the MHCSS
must design instructions for completion
of this work.
Home manufacturers would be
required to provide specific written
instructions on the proper assembly for
ship loose plumbing, duct, and fuel
supply systems that are necessary to
join all sections of a multi-section home
(§ 3285.601). The home manufacturer
must design instructions to ensure that
the systems, upon completion, will
conform to the requirements of the
MHCSS and the Model Installation
Standards.
The Model Installation Standards
would require water line crossovers
(§ 3285.603) for multi-section homes to
be designed in accordance with
provisions of the MHCSS (§ 3280.609).
In addition, the Model Installation
Standards would establish requirements
for water supply inlet pressure
consistent with the MHCSS, and
establish a requirement for a mandatory
shut-off valve. The Model Installation
Standards would also require that water
lines exposed to freezing temperatures
be protected from freezing in
accordance with requirements already
established by the MHCSS (§ 3280.603).
The water system would also need to be
tested for leaks after completion at the
installation site with testing
requirements consistent with the
MHCSS (§ 3280.612).
The Model Installation Standards
would require drainage crossovers
(§ 3285.604) for multi-section homes to
be designed in accordance with
provisions of the MHCSS (§ 3280.610).
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In addition, the Model Installation
Standards would establish requirements
for proper drainage line support and
slope, also consistent with the
requirements of the MHCSS
(§ 3280.608). The drainage system
would also need to be tested for leaks
after completion at the installation site
with testing requirements consistent
with the MHCSS (§ 3280.612).
The Model Installation Standards
would require fuel supply crossovers
(§ 3285.605) for multi-section homes to
be designed in accordance with
provisions of the MHCSS (§ 3280.705).
In addition, the Model Installation
Standards would establish requirements
for proper fuel supply pressure,
consistent with the MHCSS and a
requirement for a mandatory shut-off
valve. The fuel supply system would
also need to be tested for leaks after
completion at the installation site with
testing requirements consistent with the
MHCSS (§ 3280.705).
Subpart G would also provide
requirements for duct crossovers and
the materials to be used in completing
the crossover connections (§ 3285.606).
Typical duct crossover designs are
illustrated in figures and are consistent
with current manufacturer installation
instructions. However, other types of
duct crossovers would be permitted so
long as the crossover is adequately
insulated and properly designed for the
application.
Subpart H—Electrical Systems and
Equipment
The Model Installation Standards
would require instructions for
completing electrical crossovers
(§ 3285.701) to be designed consistent
with subpart I of the MHCSS. The
Model Installation Standards would also
provide specific requirements for the
installation of certain lights and
fixtures, including chain-hung interior
lights, exterior lights and ceiling
suspended paddle fans.
Subpart H would also contain testing
requirements for electrical continuity,
operation, and electrical polarity after
completion of the electrical system at
the installation site. Testing
requirements would include
functionally testing smoke alarms after
completion of the home (§ 3285.703).
There may be information currently
addressed by manufacturer installation
instructions that has not been evaluated
by the MHCC or reviewed for inclusion
in the Model Installation Standards.
Such issues as multi-section frame
bonding, panel box grounding, and
electrical feeder requirements may need
further consideration. Therefore, HUD
specifically invites public comment on
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the substance of this Subpart H and
other related issues that should or
should not be addressed.
Subpart I—Exterior and Interior Close
Up
Subpart I would establish Model
Installation Standards applicable to
work related to the joining of all
sections of a multi-section home.
Section 3285.801 would establish
provisions for close up of the exterior of
the home and would include exterior
siding and roofing. Exterior products
would be required to be installed in
accordance with the product
manufacturer’s installation instructions
and fastened in accordance with
manufacturer designs consistent with
the MHCSS (§§ 3280.305 and 3280.307).
The Model Installation Standards also
address completion of an air seal gasket
around the mate-line of multi-section
homes to prevent the infiltration of air,
water, insects, and vermin. The Model
Installation Standards would also
contain reference to hinged roofs and
eaves. Under this proposed rule,
unpenetrated, low-slope hinged roofs
would be covered by the requirements
for installation instructions and exterior
close-up work. Other, more complex
hinged roofs would continue to be
subject to requirements established
under the MHCSS. The Department
addressed those requirements in a draft
rule on on-site construction that it
submitted to the MHCC for its
prepublication review. Should the
Model Installation Standards retain the
proposed distinction (§ 3285.801(f)) for
certain hinged roofs that would permit
completion of those roofs under the
Federal installation program as part of
exterior close-up? Or should all hinged
roofs, regardless of roof slope, location,
or penetration, be uniformly treated as
construction of the roof assembly of the
home and therefore subject to
requirements related to the MHCSS?
However, hinged roofs may be subject to
Alternative Construction or other
requirements to be outlined in an onsite construction rule to be published
for comment separately by HUD.
The Model Installation Standards
would provide requirements relating to
the structural interconnection of multisection homes (§ 3285.802). These
provisions would include requirements
to maintain the structural integrity of
the home and would establish
requirements for gaps that may occur at
the mate-line upon installation.
The Model Installation Standards
would also provide requirements for the
interior finishing of certain aspects of
the home that would not be completed
at the factory due to transportation
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limitations or possible transit damage
(§ 3285.803). Section 3285.804 would
provide for repair of bottom board
material that may be disturbed during
the installation process.
Subpart J—Recommendations for
Manufacturer’s Installation Instructions
Generally, moving manufactured
homes and completing work at the site
with respect to utility connections are
subject to LAHJ requirements.
Therefore, the proposed Model
Installation Standards do not attempt to
comprehensively address transport,
permits, and utility connection
requirements. However, several related
provisions are included in subpart J as
recommendations for manufacturers to
include in their installation instructions
in order to protect manufactured homes
as constructed in accordance with the
MHCSS (§ 3285.901).
Specifically, Subpart J would provide
recommendations for manufacturers to
provide instructions related to moving
the manufactured home to the
installation site (§ 3285.902), fire
separation, construction of on-site
structures (§ 3285.903), provisions for
culverts and ditches (§ 3285.904),
connection of the drainage system to the
sewer system (§ 3285.905), as well as
installation instructions for fuel system
orifices and regulators and gas
appliance startup procedures.
Subpart J would also address heating
oil systems and tank installation
(§ 3285.906), recommending that work
be completed in accordance with the
more stringent requirements of the LAHJ
or the nationally recognized consensus
standard NFPA 31.
II. Summary of Changes to MHCC
Proposed Installation Standards
In general, HUD’s Model Installation
Standards incorporate the vast majority
of the MHCC’s proposed installation
standards but would amend the MHCC
proposal for consistency with format
and numbering of regulations published
in the Code of Federal Regulations.
HUD’s Model Installation Standards
would also delete all references to SI
(metric) units because they were not
consistently and comprehensively
identified within the MHCC
recommendations and have not been
adopted by HUD in all other standards
publications.
In instances of other modification,
HUD made a good-faith attempt to retain
the intent and text of the installation
standards provided by the MHCC.
However, editorial changes have been
made in the text for consistency with
formatting of Federal Register
documents, or for clarification purposes.
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In most areas where a change is being
recommended for editorial or
clarification purposes, it is not
described with an associated rationale.
In some instances, HUD recommends
new or revised Model Installation
Standards to replace the MHCC’s
proposed installation standards. These
instances are fully described. HUD
summarizes its changes to the MHCC
proposal by grouping the changes into
the following general categories:
• Consistency—HUD modified
certain installation standards proposed
by the MHCC to retain consistency with
the Act, other sections of the Model
Installation Standards, the MHCSS (24
CFR part 3280) and the Manufactured
Home Procedural and Enforcement
Regulations (24 CFR part 3282). Some
changes for consistency would require a
companion change to part 3280 and are
identified appropriately.
• Relocate—HUD relocated certain
sections or portions of text within the
document while attempting to preserve
the MHCC’s installation standards and
intent.
• Authority—HUD revised or deleted
certain sections of the MHCC’s proposed
installation standards because the
proposed installation standard was not
within the scope of HUD’s authority, or
in the opinion of HUD, is an aspect of
home installation best retained by the
States for regulation through an LAHJ.
In some instances, HUD retained such
provisions in the Model Installation
Standards but moved them from the
MHCC proposed location and placed
them in a section containing
recommendations for inclusion in
manufacturer installation instructions.
• Construction—HUD also modified
certain MHCC-proposed installation
standards that address completion of
some aspects of the manufactured home
at the site. HUD removed certain of
these provisions, as they would be
regulated under Alternative
Construction requirements or other
requirements for site completion to be
published separately by HUD based
upon consultation with the MHCC.
• Procedural—HUD revised or
otherwise modified certain provisions
because they did not establish standards
but rather provided procedural
direction. HUD will further consider
these provisions in its future
development of the Federal Installation
Program regulations.
• Technical—HUD modified other
provisions of the MHCC’s proposed
installation standards due to differences
that are technical in nature.
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21505
Subpart A—General
Subpart A incorporates portions of
chapters 1, 2, 3, and 4 of the MHCC’s
proposed installation standards. Subpart
A sets forth provisions for
administration, referenced publications,
and definitions of terms used
throughout the document. However,
HUD has made certain modifications to
the MHCC’s proposal as outlined below.
Administration § 3285.1
Scope (Relocate, Technical)—HUD
revised the scope of the Model
Installation Standards from that
proposed by the MHCC to emphasize
certain parameters relating to the use
and requirements of the document
within the envisioned Federal
installation program. The scope
statement submitted by the MHCC
provided direction on the use of
manufacturer installation instructions
but did not provide information relating
to the use of the Model Installation
Standards in the more general context of
HUD’s installation program which will
be established by separate rulemaking.
Therefore, HUD modified the scope of
the document to emphasize the
following:
• The Model Installation Standards,
as enforced under the Federal
manufactured home installation
program, would be applicable only to
the first or initial installation of new
manufactured homes. The use of these
standards for any other manufactured
home installation would be subject to
State or local law.
• HUD has proposed a distinction
between construction and installation
work for the purposes of this proposed
rule. Traditionally, work necessary to
join the sections of a multi-section home
has not been fully enforced by HUD or
State or local agencies as part of the
construction and assembly process or
the installation process. Through this
proposed rule, HUD would continue to
recognize the current practice that
installers accomplish certain work,
limited to the joining of sections, as
installation work completed at the
installation site because of the
impracticality of completing the work at
the factory. However, home
manufacturers would be accountable
and responsible to furnish with each
new home, adequate instruction on the
completion of these joining and
crossover aspects. The installer or
retailer would be accountable and
responsible to complete the work in
accordance with the instructions
provided and/or instructions developed
by registered professional engineers or
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architects in instances indicated in the
Model Installation Standards.
• HUD has also added language that
outlines the use of the Model
Installation Standards in both States
that choose to operate their own
installation programs as well as the
intended use of the document in States
that do not choose to operate an
installation program.
• The MHCC’s language relating to
manufacturer installation instructions
has been preserved and relocated with
modification, at § 3285.2.
Applicability (Consistency,
Technical)—HUD accepted the intent of
the MHCC’s proposal for applicability of
the Model Installation Standards.
However, HUD modified the MHCC’s
proposed applicability sections to
simplify the requirements for
convenience and clarity. In summary,
the Model Installation Standards would
apply only to new manufactured homes
produced under the Federal
Manufactured Housing Program (24 CFR
part 3280 and 24 CFR part 3282). As
provided by section 604(f) of the Act (42
U.S.C. 5403(f)), the installation
standards do not apply to homes
installed on site-built permanent
foundations when the manufacturer
certifies the home in accordance with
§ 3282.12. Exclusions and other
restrictions proposed by the MHCC were
not deemed necessary by HUD, and
therefore have been omitted.
Installation of Manufactured Homes
in Flood Hazard Areas (Relocate—
§ 3285.101)—HUD accepted the MHCC’s
recommended provisions relating to
home installation in flood hazard areas.
However, HUD relocated the
requirements for flood hazard areas,
with minimal revisions, to Subpart B for
inclusion as a pre-installation
consideration.
Manufacturer Installation Instructions
§ 3285.2 (New Section—Technical,
Consistency)—HUD accepted the intent
of the MHCC in its proposed scope
language and definition of
manufacturers instructions. However,
section 605(a) of the Act (42 U.S.C.
5404(a)) contains specific provisions for
installation design and instructions.
Therefore, HUD established a new
section in the Model Installation
Standards requiring manufacturer
installation instructions be provided
with each new home. Manufacturer
installation instructions, as set forth in
section 605(a) of the Act, must meet or
exceed the protection provided under
the Model Installation Standards and
would need to address, at a minimum,
the requirements of the Model
Installation Standards.
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HUD preserved a majority of the
language and intent provided the MHCC
in its scope statement, and supplements
the language provided by the MHCC in
its definition of installation instructions.
HUD also modified this section to
provide that the manufacturer’s
installation instructions must not take
the home out of compliance with 24
CFR part 3280.
HUD invites comment concerning
whether manufacturer installation
instructions should provide that when
general site conditions are not covered
by the installation instructions, a
professional engineer or registered
architect must be consulted.
Term Use (Consistency)—HUD did
not accept this MHCC proposal because
the Model Installation Standards are
applicable only to manufactured homes
as fully described in the Applicability
section (§ 3285.1(d)).
Alterations During Initial Installation
§ 3285.3 (New Section—Technical,
Relocate)—HUD’s Model Installation
Standards include a section to address
alterations made during the initial
installation of a new manufactured
home that affect the installation of the
home. The Federal installation program
would provide for design and
inspection authority for modifications to
a home or foundation only when the
alteration affects the requirements of the
Model Installation Standards or the
MHCSS. State or local authority would
have design and inspection authority for
other alterations.
HUD acknowledges that there are
questions in delineating State or local
authority from Federal jurisdiction in
instances related to alterations during
initial installations, such as for patio
roofs, decks, entry stairs, etc. HUD
specifically invites comment as to how
alterations made to manufactured
homes that affect the installation or
designed foundation during the initial
installation should be enforced and
codified.
Referenced Publications § 3285.4
(Consistency, Technical)—HUD
accepted the vast majority of referenced
publications provided by the MHCC.
However, HUD modified the order and
sequence of certain standards
incorporated by reference and is adding
to or did not include some standards
included in the MHCC proposal as
follows:
ACCA Manual J: HUD added this
reference standard in Subpart F because
it is a nationally recognized standard for
sizing air conditioning equipment and is
currently utilized and accepted by all
parties for this purpose.
ASTM D1586: HUD added this
nationally recognized consensus
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standard as a method of determining
soil characteristics consistent with the
current work of the MHCC’s ground
anchor task force.
ASTM D2487: HUD added this
nationally recognized consensus
standard as a method of determining
soil classification consistent with the
current work of the MHCC’s ground
anchor task force.
ASTM D2488: HUD added this
nationally recognized consensus
standard as a method of determining
soil classification consistent with the
current work of the MHCC’s ground
anchor task force.
NFPA 31: HUD included this
reference standard because it is a
nationally recognized consensus
standard that addresses installation of
oil burning equipment.
NFPA 255: HUD deleted this
reference document because it is not
referenced within the Installation
Standards. Is there a specific need to
include this standard as a referenced
standard with the Model Installation
Standards? If so, in which section
would the standard be referenced?
NFPA 1192: HUD deleted this
reference standard because it is not
referenced within HUD’s proposed
modifications and is not applicable to
structures covered by the Model
Installation Standards. Is there a need to
reference this standard for recreational
vehicles? If so, in which section would
the standard be referenced?
ANSI A119.5: HUD deleted this
reference standard because it is not
referenced within HUD’s proposed
modifications and is not applicable to
structures covered by the Model
Installation Standards. Is there a need to
reference this standard for recreational
park trailers? If so, in which section
would the standard be referenced?
SEI/ASCE 32–01: HUD included this
nationally recognized consensus
standard as a reference standard for the
design of specific foundations and
references it in Subpart D.
UL 181: HUD included this nationally
recognized standard as a referenced
standard for the use of connectors for
factory made air ducts.
HUD added referenced government
publications 44 CFR 59 and 44 CFR 60
to § 3285.4 as they are referenced in
Subpart B.
Definitions § 3285.5 (Consistency,
Technical, Authority)—HUD accepted
the majority of terms and definitions
provided in the MHCC’s proposed
installation standards. However, HUD
modified the sequence and text of
certain terms and definitions. HUD
eliminated reference to ‘‘Official
Definition’’ and ‘‘General Definitions’’
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but retained the vast majority of the
terms and definitions that were
provided by the MHCC in each category.
Some terms and definitions have been
added or deleted to clarify the meaning
of a term and carry out the intent of the
appropriate Model Installation
Standards. Several definitions would
also require modification to definitions
in the MHCSS to ensure consistency
with definitions provided in these
Model Installation Standards and need
further consideration. These are
specifically identified.
‘‘Anchor Assembly’’—This definition
has been added to clarify its use in the
document and to retain the MHCC’s
more recent recommendation to replace
the term ‘‘ground anchor.’’
‘‘Approved’’ is modified for
consistency with 24 CFR part 3280.
‘‘Authority Having Jurisdiction’’—
HUD deleted this term and its
definition. This term is being replaced
with the term ‘‘Secretary.’’ HUD
believes this change retains the MHCC’s
intent and remains consistent with the
Act, 24 CFR parts 3280 and 3282.
‘‘Labeled’’ is modified for consistency
with 24 CFR part 3280.
‘‘Listed’’ is modified for consistency
with 24 CFR part 3280.
‘‘Must,’’ ‘‘Shall,’’ and ‘‘Should’’—
Except as specifically identified, all
provisions of the Model Installation
Standards are mandatory minimum
requirements. Generally, references to
‘‘should’’ and ‘‘shall’’ have been
replaced with ‘‘must’’ throughout the
text of the Proposed Rule to retain
consistency with Federal Register
formatting.
‘‘Anchor’’—HUD did not incorporate
the use of the term ‘‘anchor’’ because
the definition is comparable to the
definition of ‘‘ground anchor’’ in the
MHCSS (24 CFR part 3280). HUD would
also add the term ‘‘anchor assembly’’ to
24 CFR part 3280.302 to maintain
consistency.
‘‘Anchoring equipment’’—HUD
would modify the definition to include
the term ‘‘anchoring assembly.’’ A
companion change to 24 CFR part
3280.302 is required to maintain
consistency.
‘‘Anchoring system’’—HUD revised
the MHCC’s definition to include the
term ‘‘anchoring assembly.’’ A
companion change to 24 CFR part
3280.302 is required to maintain
consistency.
‘‘Arid Region’’—While HUD did not
modify the definition of this term,
comment is specifically invited. Should
annual rainfall be the only definitive
factor used to determine an arid region
with dry soil conditions? Is there
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substantiation for the threshold of 15
inches or less of rainfall?
‘‘Ground Anchor’’—HUD modified
this definition to indicate that a ground
anchor is a type of anchor assembly.
‘‘Installation’’—HUD did not include
the MHCC’s proposed definition
because the term is not defined within
the Act. HUD believes that the term as
used does not need to be defined
separately and that the MHCC definition
would create confusion and possible
conflict between the Model Installation
Standards, the MHCSS, and the Act.
‘‘Installation Alteration’’—HUD did
not include this definition proposed by
the MHCC because not all alterations are
within HUD’s scope of authority to
regulate. However, HUD attempted to
retain the MHCC’s intent by adding
§ 3285.3 to the proposed rule, which
addresses alterations during initial
installation. Are the added provisions
for alterations consistent with current
practice?
‘‘Installation Instructions’’—HUD
modified this proposed definition to
clarify its application.
‘‘Installation Standards’’—HUD added
this term because it appears in HUD’s
proposed Model Installation Standards.
The proposed definition is consistent
with the definition provided in the Act.
‘‘Manufactured Home’’—HUD
modified this definition to be consistent
with the Act.
‘‘Manufactured Home Accessory
Building or Structure’’—HUD did not
include this MHCC-proposed term and
definition because the term does not
appear within HUD’s proposed Model
Installation Standards and would have
only applied to buildings and structures
that are not within the scope of HUD’s
authority. Is there a specific need to
define an accessory building or
structure? If so, where would the term
be used and how would the definition
differ from common use of the term?
‘‘Pier’’—HUD modified this definition
to retain consistency with all types of
piers referenced in Subpart D of the
proposed rule.
‘‘Stabilizing Devices’’—HUD included
the terms ‘‘ground’’ and ‘‘equipment’’ in
its proposed definition. A companion
change to 24 CFR part 3280.302 is
required to maintain consistency.
‘‘Stand, Manufactured Home’’—HUD
did not include this MHCC-proposed
term and definition as the term does not
appear within HUD’s proposed Model
Installation Standards and may be
confused with common usage of the
term. Is there a specific need to define
this term within the Model Installation
Standards?
‘‘Structure’’—HUD did not include
this term so that the common usage of
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the term will apply throughout the
Model Installation Standards. Is there
use of the term ‘‘structure’’ that would
not be covered by the common usage of
the term?
‘‘Tie’’—HUD modified this definition
for consistency with 24 CFR part 3280.
‘‘Diagonal Tie’’—HUD modified this
definition to combine the MHCCproposed definition with the definition
in 24 CFR part 3280. This change also
requires a companion change to 24 CFR
part 3280 to maintain consistency.
‘‘Secretary’’—HUD added this term
and definition to replace the term
‘‘Authority Having Jurisdiction’’ in the
MHCC’s proposed model installation
standards. HUD believes this change
preserves the MHCC’s intent to
recognize those items under HUD’s
authority and retains consistency with
24 CFR parts 3280 and 3282.
‘‘Design Approval Primary Inspection
Agency’’—HUD added this term because
it appears within HUD’s proposed
Model Installation Standards. The
definition remains consistent with the
Act and 24 CFR part 3282.
‘‘Working Load’’—HUD added this
term because it appears within HUD’s
proposed Model Installation Standards.
Subpart B—Pre-Installation
Considerations
Subpart B incorporates provisions of
Chapters 1 and 4 of the MHCC’s
proposed installation standards. Subpart
B sets forth considerations for a home’s
installation relative to some site
conditions, the design of the
manufactured home, and the proposed
foundation location. However, HUD has
made certain modifications to the
MHCC’s proposal as outlined below.
Installation of Manufactured Homes
in Flood Areas § 3285.101 (Relocated,
Technical, Consistency)—HUD accepted
the large majority of the MHCC
provisions for flood hazard areas. The
sections pertaining to flood hazard areas
would be relocated from Chapter 1 of
the MHCC document to Subpart B of the
Model Installation Standards. The
evaluation of a site for flood hazard
exposure is a pre-installation
consideration that should be taken into
account prior to designing a foundation
and installing the manufactured home at
the site. Therefore, this responsibility is
charged to installers.
All references to the issuance of
permits in the MHCC proposal were
relocated to Subpart J of the proposed
rule because this function is not within
HUD’s authority. HUD also notes that
the Federal Emergency Management
Agency (FEMA) is currently in the
process of updating its FEMA–85
document. HUD will consider updating
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the Model Installation Standards to the
revised FEMA document provided it is
published prior to publication of the
Model Installation Standards Final Rule.
Alterations (Relocate—See §§ 3285.3
and 3285.903)—HUD agrees with the
intent of the MHCC regarding home
alterations. However, HUD relocated the
provisions for alterations during the
initial installation to § 3285.3 to better
fit the reorganization of the proposed
rule. Provisions related to the obtaining
of permits have been relocated to
§ 3285.903, as this function is not
within HUD’s authority.
Installation Considerations
(Technical, Construction)—HUD would
not include MHCC-proposed provisions
for utility schematics in the Model
Installation Standards but would codify
a similar requirement in Subpart G
providing for specific written
instruction on the field assembly of ship
loose parts. In addition, provisions for
floor plans and approval by the
Secretary have not been included in the
proposed rule due to the establishment
of other provisions requiring adequate
installation instructions. While floor
plans are not specifically required, the
Model Installation Standards (§ 3285.2)
do require home manufacturers to
provide adequate installation
instructions with each new home that
will ensure the home can be installed in
accordance with all provisions of the
Model Installation Standards. However,
HUD seeks comment on whether modelspecific plans for installation should
also be required? If so, what minimum
information should be required on the
plans (e.g. pier capacities, minimum,
support and anchorage locations, other
structural design requirements, planspecific information for completion of
utility systems, etc.)? Would the
provisions in Subpart G of the proposed
rule adequately provide for required
utility schematics?
Home Installation Manual
Supplements (Relocate—§ 3285.501)—
HUD accepted the intent of the MHCC’s
proposal regarding additional
information to be included in the
manufacturer’s installation instructions.
However, this information would be
relocated to § 3285.501 to better fit the
reorganization of the proposed rule.
Design Zone Maps § 3285.102—HUD
agrees with the intent of the MHCC’s
proposal regarding design zone maps.
Specific use of the design zone maps is
referenced in Subparts D and E to
ensure proper location and design of the
foundation and anchorage.
Moving Manufactured Home to
Location § 3285.103 (Authority)—HUD
agrees with the intent of the MHCC’s
proposal for moving manufactured
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homes to the installation site. However,
regulation of this aspect is not within
HUD’s authority. Therefore, this
information would be relocated to
Subpart J, § 3285.902.
Permits, Other Alterations, and OnSite Structures § 3285.104 (Authority)—
HUD agrees with the intent of the
MHCC’s proposal for these other
considerations. However, regulation of
these aspects is not within HUD’s
authority. Therefore, this information is
relocated to § 3285.903.
Subpart C—Site Preparation
Subpart C of the proposed rule
incorporates provisions of Chapter 5 of
the MHCC proposed installation
standards. Subpart C sets forth
requirements for preparing the site or
property where the foundation is to be
constructed. These considerations
include soil conditions, drainage, and
ground moisture control. HUD agrees
with and has incorporated the vast
majority of the MHCC’s proposed
installation standards regarding site
preparation. HUD would make certain
modifications to the MHCC’s proposal
in the proposed rule as outlined below.
HUD relocated the MHCC’s
recommendations for transporter access,
encroachments, fire separation, and
permits, to subpart J of the proposed
rule because they are not within the
scope of HUD’s authority but may be
subject to LAHJ requirements.
Soil Conditions §§ 3285.201,
3285.202, and 3285.402 (Technical,
Consistency)—HUD agrees with the
majority of installation standards
contained in the MHCC’s proposed
installation standards for soil
conditions. HUD modified the MHCC’s
proposed standards for soil conditions,
including the Table of Soil
Classifications and Bearing Capacities
for clarity, but preserved the MHCC’s
intent and as much MHCC-proposed
language as practicable. HUD’s
proposed modifications also simplify
and clarify the standard and incorporate
classification of soils required for
ground anchor selection consistent with
the most current recommendations of
the MHCC’s ground anchor task force.
HUD’s Model Installation Standards
relocated and combined sections
contained in the MHCC’s proposal in
order to simplify and condense certain
requirements, such as removal of
organic material. HUD seeks comment
on the issue as to 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?
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HUD would modify the MHCC
proposal so that soil data needed to
determine bearing capacity and anchor
selection is obtained through testing,
soil records, or through an expanded
table for soil classification. HUD did not
include references to specific soil test
methods and equipment contained in
the MHCC proposal and instead would
require testing to be in accordance with
accepted engineering practice. HUD
would also modify the MHCC’s
proposed Table for Soil Bearing
Capacities by expanding its application
to also be used for determining the
numeric classification of soils for
anchor selection, and by expanding the
criteria in the Table to include torque
probe and blow count values. This
approach is consistent with the most
current recommendations of the
MHCC’s ground anchor task force.
Drainage § 3285.204 (Consistency,
Relocate—see § 3285.803)—HUD agrees
with the majority of the MHCC’s
proposed installation standards related
to drainage control. HUD has attempted
to clarify the drainage requirements to
incorporate the minimum slope
requirements outlined in the figures
proposed by the MHCC, and to
incorporate more recent MHCC
recommendations for instances where
the slope is prohibited by property lines
or other physical conditions. HUD
relocated the MHCC’s proposed
requirements for drainage structures
(ditches and culverts) to Subpart J of the
proposed rule because the design and
construction of such structures is
subject to requirements of the LAHJ.
HUD also revised the text and figures to
eliminate permissive model installation
standards and establish Federal Register
formatting language.
Ground Moisture Control § 3285.204
(Technical)—HUD generally agrees with
the majority of the MHCC’s proposed
installation standards for ground
moisture control. HUD would modify
the MHCC vapor barrier proposal so that
the only exception for placement of a
vapor barrier is provided in the Model
Installation Standards. The proposed
rule would not permit a LAHJ to
establish a less stringent standard. It is
HUD’s position that exceptions for
vapor barrier placement must be
described within the Model Installation
Standards because HUD cannot delegate
rulemaking authority without proper
notice and comment rulemaking. HUD
would also make editorial revisions to
the MHCC’s proposal on vapor barrier
installation, but the modifications
would not change the substance or
intent of the MHCC’s proposal.
Drainage Structures (Authority)—
HUD agrees with the intent of the
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MHCC’s proposal for drainage
structures. However, regulation of this
aspect of home installation is not within
HUD’s authority. Therefore, this
information has been relocated to
§ 3285.904.
Subpart D—Foundations
Subpart D would incorporate the
provisions of Chapter 6 of the MHCC
document with only minimal
modification as to substance or intent.
Subpart D sets forth the requirements
for the design and construction of the
foundation for a manufactured home.
This includes piers, footings, and other
related support system components.
HUD is in agreement with the large
majority of the MHCC’s proposed
installation standards regarding
foundations. However, HUD would
make certain modifications to the
MHCC’s proposal as outlined below.
HUD notes that pier and footing tables
and figures proposed in the Model
Installation Standards provide an
example with very prescriptive
elements for foundations composed of
the pier and footing type foundations
specific to a home configuration and
design assumptions outlined in
footnotes. Pier and footing type
foundations are common and currently
provided for in manufacturer
installation instructions. HUD intends
that the requirements for pier and
footing design and construction be used
by States and manufacturers to develop
and establish foundation systems
appropriate for the homes produced by
a manufacturer or installed in a State.
The foundation systems developed
would be required to equal or exceed
the protection to residents provided by
the Model Installation Standards. HUD
must also consider the use of other
foundation types, such as perimeter and
permanent foundations, especially in
States where HUD will operate the
installation program.
HUD Questions: 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 provide
DAPIA-approved installation
instructions for perimeter and/or
permanent foundations and the pier,
footing, and anchor systems?
Will manufacturers be able to use the
proposed Model Installation Standards
to develop installation instructions for
perimeter and permanent foundation
installations? HUD specifically invites
comment on the established
requirements for the design of pier and
footing foundations as well as
alternative, perimeter, and permanent
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foundation designs and proprietary-type
foundation systems.
Do the Model Installation Standards
in this proposed rule adequately and
clearly allow for alternative foundation
designs? Does the document establish
sufficient criteria to design a foundation
not composed of piers and footings? Do
the proposed Model Installation
Standards provide adequate design
criteria to permit a manufacturer or
State to develop pier and footing
foundations for homes that have
characteristics different from the
assumptions on which the tables are
based?
Should the Model Installation
Standards provide for the uniform
testing of proprietary-type foundation
systems? Should the Model Installation
Standards and/or installation program
regulations address review and/or
approval of alternative foundation
systems? Should designs prepared by
registered professional engineers and
architects as variations from DAPIAapproved designs, or that are designed
for specific site conditions that are not
included in a manufacturer’s
installation instructions, be required to
be DAPIA-approved to ensure that the
installation system or foundation is
properly designed for the specific home
and does not take the home out of
compliance with the MHCSS? If the
specific designs are not DAPIAapproved, what safeguards should be
provided to assure that the variations in
foundation and anchoring from the
DAPIA-approved manufacturer’s
instructions do not take the home out of
compliance with the MHCSS and
adequately support and anchor the
home? Specifically, if DAPIA approval
were not required, how would HUD’s
installation program provide for the
inspection and enforcement of these
variations?
General § 3285.301 (Technical)—HUD
agrees with the intent of the MHCC’s
proposed installation standards. HUD
proposes to clarify the general
requirements for foundations, so that
foundation designs accommodate the
site conditions, home design features,
and loads the home was designed to
withstand based on the design loads of
the MHCSS.
Flood Hazard Areas § 3285.302—HUD
incorporated the MHCC’s proposal in
the proposed rule.
Piers § 3285.303—HUD accepted the
vast majority of the MHCC’s proposed
installation standards for piers. HUD
made a few editorial changes to clarify
its intent and retain consistency with
other sections of HUD’s proposed Model
Installation Standards.
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HUD Questions: HUD specifically
invites comment on the Model
Installation Standards established for
manufactured piers. 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? HUD
is not aware of a nationally recognized
testing protocol or listing requirements
to which manufactured piers are
currently tested or listed.
Design Requirements § 3285.303(c)
(Technical)—HUD accepted the MHCC’s
recommendations for design
requirements, but would modify the
MHCC proposal to add a requirement
that dead loads be considered in the
design of foundations.
Pier Loads § 3285.303(d)
(Technical)—The MHCC proposal
indicated that the tables for pier loads
must be used in the event the
manufacturer installation instructions
are not available. However,
manufacturers are to use the Model
Installation Standards as a model in the
design of their installation instructions.
Therefore, retaining the MHCC’s
proposal would create a circular
reference. HUD revised the MHCC’s
proposed installation standards to
require that the manufacturer’s
installation instructions must provide a
level of protection that meets or exceeds
the specifications of the Model
Installation Standards. Manufacturers
would be required to design foundations
appropriate to their products that would
support the appropriate design loads of
the MHCSS and provide protection that
equals or exceeds the support
provisions found in Tables
3285.303(d)(1)(i) through (iii). To ensure
that the designs are consistent with the
tables, the design limitations used in the
development of the tables are reflected
as footnotes.
Configuration § 3285.304—HUD
incorporated the MHCC proposals for
pier configuration in the proposed rule.
Caps § 3285.304(b)—HUD accepted
the proposal for pier caps contained in
the MHCC’s proposed installation
standards. However, HUD specifically
invites comment on the specifications
for steel caps because the HUD and
MHCC proposals include steel as an
alternate material, but minimum
thickness, corrosion protection, and
yield strength have not been specified in
the proposed Model Installation
Standards.
Gaps § 3285.304(c)—HUD agrees with
the MHCC’s proposal regarding gaps.
HUD modified the MHCC proposal to
clarify that this section addresses only
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gaps between the frame and pier. HUD
specifically invites comment on the
clarity of the proposed standards for
gaps.
Clearance under homes § 3285.305—
HUD has not modified the language or
intent of the MHCC’s proposal for
clearance under homes. However, the
section provides minimum clearance
requirements only for areas of utility
connections. Should the standard
include minimum clearance in other
areas such as areas required for access
or inspection?
The standard specifies that no more
than 25 percent of the lowest member of
the home must be less than 12 inches
above grade. As a practical matter,
should the standard address
requirements for instances where more
than 25 percent of the home is less than
12 inches above grade? Should there be
limitations or requirements on the
percentage of a home’s footprint that
can be less than 12 inches above grade?
The proposed requirements may need
clarification in order to fully incorporate
the MHCC’s intent. HUD specifically
invites comment on the clarity and
practicality of this proposed
requirement.
Design Procedures for Concrete Pier
Blocks § 3285.306 (Technical,
Consistency)—HUD accepted the great
majority of the MHCC’s proposed
installation standards for the design of
concrete piers. HUD would make
editorial modifications to the MHCC’s
proposal to remove permissive Model
Installation Standards, use appropriate
terminology, and revise the proposed
figure notes for consistency with the
requirements of the proposed Model
Installation Standards.
HUD specifically invites comment on
the requirements of the proposed Model
Installation Standards for mate-line
supports. The MHCC proposal
incorporated a provision to permit
single stacked blocks to a maximum
height of 54 inches. However, this
contradicts limitations set for the
construction of single stacked block
piers (36 inches). Is there specific
substantiation for permitting single
stacked mate-line piers above 36 inches?
Similarly, the MHCC-proposed
installation standard requires that when
more than 25 percent of the home’s
frame is more than 67 inches above the
top of the footing, stabilizing devices
must be specifically designed. However,
the Model Installation Standards
requirements indicate that double
stacked piers may be used for up to 80
inches above the top of the footing. Is
there specific substantiation for
requiring special design for stabilization
when more than 25 percent of the
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home’s frame is more than 67 inches
above the top of the footing? Are the
requirements of this section clear and
enforceable?
Perimeter Support Piers § 3285.307
(Relocate)—HUD accepted the intent
and vast majority of language provided
in the MHCC’s proposed installation
standards for perimeter support piers.
HUD created a separate section to
include these provisions.
Manufactured Piers § 3285.308
(Relocate)—HUD accepted the intent
and vast majority of language provided
in the MHCC’s proposed installation
standards for manufactured piers. HUD
created a separate section to include
these provisions.
Elevated Homes § 3285.309
(Relocate)—HUD accepted the intent
and vast majority of language provided
in the MHCC’s proposed installation
standards for elevated homes. HUD
created a separate section to include
these provisions.
Location and Spacing § 3285.310
(Technical)—HUD accepted the intent
and majority of language provided in
the MHCC’s proposed installation
standards for location and spacing of
piers. However, HUD would require that
dead load be considered in the design
of foundations and has modified the
MHCC proposal to include this
consideration. HUD has made some
editorial modifications to the notes on
the figures related to mate-line column
piers to clarify requirements and ensure
consistency.
HUD requests comment on the need
to incorporate specific figures in the
proposed rule relating to mating wall
piers, as the intent of the Model
Installation Standards is to define
provisions for the manufacturers’
installation instructions and Statedeveloped standards. The inclusion of
the figures may add unnecessary
confusion to the Model Installation
Standards as manufacturers and States
may develop specifications and other
figures that correspond to the options
and models produced and installed in
their locale, and these may create
conflict and confusion with the figures
and footnotes published in the Model
Installation Standards. Nonetheless,
HUD proposes modifications to several
notes of the figures that are intended to
clarify requirements and maintain
consistency with the Model Installation
Standards.
Pier Support Locations § 3285.310(c)
(Technical)—HUD does not agree with
the intent of the MHCC’s proposed
language for pier support locations. The
MHCC proposal contains requirements
for single and multi-section homes
indicating that the location and spacing
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of piers identified in the Model
Installation Standards would only be
applicable in the event that
manufacturers instructions were not
available. However, manufacturers are
to use the Model Installation Standards
in the design of their instructions.
Therefore, retaining the MHCC’s
proposal would create a circular
reference. HUD modified the MHCC
proposal to require that the
manufacturer’s installation instructions
equal or exceed the protections
provided by the Model Installation
Standards.
Required Perimeter Supports
§ 3285.311 (Technical)—HUD
incorporated the language provided by
the MHCC’s proposed installation
standards and would add a requirement
for perimeter supports when required by
the design of the home and the
requirements set forth by the
manufacturer’s installation instructions.
Therefore, HUD’s proposed Model
Installation Standards refer back to the
applicable load tables and attempt to
differentiate when perimeter supports
are required for concentrated loads at
openings versus when perimeter
supports would be required for
intermediate support of the home.
Footings § 3285.312 (Technical,
Consistency)—HUD agrees with the
language and intent of the MHCC’s
proposed installation standards but
proposes that the reference to
compacted fill be clarified to be
consistent with Subpart C of the
proposed rule. HUD also clarified
several notes to the figures to ensure
that they are compatible with the load
tables and requirements outlined in the
Model Installation Standards.
ABS Footing Pads § 3285.312(a)(3)—
HUD has not modified the intent or a
significant majority of the MHCC’s
proposed language for ABS footing
pads. However, HUD specifically invites
comment on the requirements of the
Model Installation Standards for ABS
footing pads. Specifically, HUD is not
aware of a nationally recognized testing
protocol or national consensus standard
established for plastic-type footing pads.
To what standard 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?
Placement in Freezing Climates
§ 3285.312(b) (Technical)—HUD agrees
with the MHCC’s proposed installation
standards for placement of footings in
freezing climates. HUD modified the
MHCC proposal by requiring footings to
be placed below the frost line, unless
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specifically designed otherwise as
permitted by the Model Installation
Standards. HUD would retain the
MHCC’s intent by permitting the LAHJ
to establish the particular depth,
because the depth varies with location.
Attempting to specify a depth in the
Model Installation Standards is not
practicable since there is no national
source available for local frost line
depths. In areas where a jurisdiction is
not established, a registered engineer,
architect, or geologist must be retained
to determine the frost line depth.
HUD’s modification would also
permit foundations above the frost line
provided the design is prepared by a
registered professional engineer or
architect. HUD’s Model Installation
Standards would permit monolithic slab
and insulated foundations above the
frost line provided they are designed by
a professional engineer or architect and
conforms to the nationally recognized
consensus standard, SEI/ASCE 32–01
and acceptable engineering practice.
Combination Systems § 3285.313—
HUD incorporated the MHCC’s proposal
in the Model Installation Standards.
§ 3285. Permanent Foundations 314—
HUD has not modified the intent or vast
majority of language for permanent
foundations. However, HUD specifically
invites comment on permanent
foundation requirements. The MHCC
proposal indicated that permanent
foundations are to be designed by a
registered professional. However, the
Model Installation Standards do not
outline specific requirements or attempt
to define a permanent foundation.
Should the section be expanded to
include a definition and expanded
requirements for permanent
foundations? If so, what specifics
should be considered and included in
the Model Installation Standards?
Special Snow Load Conditions
§ 3285.315 (Consistency, Relocate)—
HUD agreed with the intent and
majority of language provided by the
MHCC for special snow load conditions.
However, HUD made some changes to
the MHCC’s proposal to maintain
consistency with other portions of the
proposed rule. HUD made certain
changes for consistency and moved the
section on ramadas from the MHCC’s
Chapter 8 to this section because
ramadas are sometimes used in high
snow load areas.
Subpart E—Anchorage Against Wind
Subpart E would incorporate only the
anchoring provisions from Chapter 7 of
the MHCC proposal. Subpart E sets forth
requirements related to the anchorage of
manufactured homes against wind. HUD
accepted the great majority of the
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MHCC’s proposed installation standards
regarding anchoring against wind.
However, some portions of Chapter 7 of
the MHCC proposal not related to
anchoring have not been included or
have been relocated to Subparts G, H,
and I and changes to these portions are
summarized here to align with the order
and organization of the MHCC’s
installation standards.
Several sections contained within
Chapter 7 of the MHCC’s proposed
installation standards do not relate to
anchoring against wind. These sections
include provisions necessary for joining
sections of multi-section homes, which
have been relocated to the appropriate
Subpart for the specific type of work.
These sections include: Interconnection
of Multi-section Homes, Crossover
Connections for Multi-section Homes,
Ductwork Crossovers, Installation Closeup Finishing, Exterior Siding Close-Up,
Interior Close-Up, and Bottom Board
Repair.
Similarly, other sections contained
within Chapter 7 of the MHCC’s
proposed installation standards do not
relate to anchoring against wind and are
not related to joining of close up of the
home. Therefore, the following sections
of the MHCC proposal have been
relocated as follows:
Moving Manufactured Home to
Location and Positioning of Home
(Relocated—See § 3285.902)—These
MHCC recommendations were accepted
by HUD but relocated to Subpart J
because they also do not establish
standards for installation of the home
but the provisions may be subject to
LAHJ requirements.
Installation of On-Site Structures
(Relocate, Technical, Authority)—HUD
relocated most of the MHCC
recommendations for on-site structures
to Subpart J of this proposed rule
because HUD does not have any
authority to regulate the design and
construction of the other structures but
recognizes that the LAHJ may establish
and enforce applicable requirements
that an installer should consider. HUD
moved the information with respect to
expanding rooms to Subpart F where
optional features are addressed. HUD
also removed references to fire
separation, as it is duplicative of
information contained in Subpart J of
the proposed rule.
Expanding Rooms (Relocate—See
§ 3285.502)—This section, relating to an
optional feature, has been relocated in
Subpart F of the proposed rule.
Unfinished Gypsum Wallboard
(Construction)—HUD would not
incorporate this MHCC proposal in the
Model Installation Standards because
the proposal does not provide or clarify
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requirements otherwise required by the
MHCSS. Is there a specific need to
incorporate flame spread rating
requirements for interior finishes? HUD
is of the opinion that such requirements
relate to construction of the home and
may be subject to Alternative
Construction or other requirements for
on-site construction to be published for
comment separately.
HUD’s Model Installation Standards
would incorporate the remainder of
chapter 7 of the MHCC’s proposal with
little revision as to substance or intent.
However, HUD notes that anchoring
against wind uplift at the mate-line has
not been addressed by the MHCC’s
proposal. HUD specifically invites
comment on the absence of
requirements for anchoring at mate-lines
of multi-section homes. Should HUD
establish anchoring provisions for
locations along the mate-line, such as
column locations, for multi-section
homes? If so, how? Is the current
requirement for mate-line strapping,
found in section § 3285.403, adequate to
address such instances?
HUD proposes the following
modifications to the MHCC proposals
relating to anchoring provisions:
Anchoring Instructions § 3285.401
(Authority, Technical)—HUD would
modify the MHCC proposal to require
preparation of designs for alternative
anchoring systems by registered
engineers or registered architects. HUD
would require that anchoring systems be
designed, at a minimum, for the site
conditions, home design features, and
loads that the home was designed to
withstand. Accordingly, HUD has
modified the MHCC proposal to include
appropriate Model Installation
Standards permitting alternate designs.
HUD Questions: HUD invites
comments on the review and approval
of designs for anchoring systems that are
not included in manufacturer’s
installation instructions. Do the Model
Installation Standards adequately allow
for such designs? Who should review
and approve such designs? Have the
Model Installation Standards adequately
provided criteria for the review and
evaluation of such anchoring systems
and assemblies?
In general, HUD revised all references
in the MHCC proposal to the term
‘‘anchors,’’ to the revised term ‘‘ground
anchor.’’ HUD believes this is consistent
with the MHCC’s intent and maintains
consistency with 24 CFR part 3280.
HUD also notes that the nationally
recognized protocol for testing ground
anchor assemblies is currently under
review by an MHCC installation
subcommittee task force. HUD has
modified the MHCC proposal to
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incorporate provisions for galvanization
of anchors and metal stabilizer plates in
the Model Installation Standards. Are
the galvanization provisions for ground
anchor stabilizer plates and current
requirements for galvanization of
strapping (24 CFR part 3280.306(g))
adequate to resist corrosion under actual
use and typical conditions?
Ground Anchor Installations
§ 3285.402 (Authority, Technical)—HUD
accepted the intent and vast majority of
language provided by the MHCC.
However, HUD made some changes for
clarity and to ensure that the ground
anchor spacing identified in the tables
is understood to be a maximum spacing
that allows closer spacing as more
stringent requirements. The MHCC’s
proposal for selection of ground anchors
for an installation site refers back to
MHCC proposed chapter 5 (Soil
Conditions). However, the information
provided by the MHCC for soil
conditions did not provide information
necessary to select appropriate anchors.
Therefore, HUD modified the
information provided in subpart C to
ensure that soil classification can
adequately be used to select ground
anchors. HUD would also require all
homes to be stabilized against wind in
the longitudinal direction in all wind
zones. Manufactured homes located in
Wind Zones 2 and 3 would require
longitudinal ground anchors at the ends
of each transportable section.
HUD has not incorporated references
in the MHCC proposal to methods and
materials approved by the authority
having jurisdiction because the
additional requirements would be
subject to notice and comment
rulemaking procedures, and inclusion is
not necessary given the Model
Installation Standards as proposed by
HUD, and the ability of LAHJs to
establish more stringent requirements.
HUD modified the MHCC
recommendation to require stabilizer
plate installation as required by the
ground anchor listing or certification
rather than requiring stabilizer plates in
all installations. HUD would require
that metal stabilizer plates be galvanized
consistent with coatings required for
anchors and strapping and that
anchoring assemblies be required to be
installed in accordance with their listing
or certification. The listing or
certification may or may not require use
of a stabilizer plate. HUD also made
several editorial modifications to the
notes for the ground anchor spacing
tables and anchoring figure notes, to
maintain consistency with requirements
of the MHCSS, HUD’s proposed
modifications, and the intent of the
MHCC.
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Sidewall, Over-the-Roof, Mate-Line,
and Shear wall straps § 3285.403
(Technical)—HUD agrees with the
majority of the intent and language
provided by the MHCC. However, HUD
has added mate-line and shear wall
straps to this section to ensure that such
straps are anchored when provided.
Severe Climatic Conditions § 3285.404
(Technical)—HUD modified the MHCC
proposal for installing ground anchors
in frost-susceptible soil locations by
modifying reference to high water table
locations. The depth at which the soil
freezes is the soil frost depth and its
relationship to the water table is not
readily available on a national basis.
Severe Wind Areas § 3285.405
(Technical)—HUD does not agree with
the intent of the MHCC’s proposed
language for severe wind locations. The
MHCC proposal indicated that
anchoring in high wind areas be
completed in accordance with the home
manufacturer’s installation instructions.
However, the MHCC proposal did not
contain a minimum design requirement
for the installation instructions. HUD’s
acceptance of the MHCC proposal
would have resulted in a circular
reference, because the manufacturer’s
installation instructions must equal or
exceed the requirements of the Model
Installation Standards. Therefore, HUD
proposes to modify this section by
requiring that anchoring systems in high
wind areas be designed by the home
manufacturer for the special wind
conditions or the anchorage must be
designed by a professional engineer or
registered architect in accordance with
acceptable engineering practice for the
increased wind design loads when site
or other conditions prohibit the use of
the manufacturers instructions. This
modification clearly requires home
manufacturers to provide instructions
specific for the special wind conditions,
or in the event that site or other
conditions prevent the use of a
manufacturer’s instructions, a
professional engineer or registered
architect must design for the site
conditions and special wind conditions.
Does the proposed modification clarify
the design requirements for high wind
areas?
Flood Hazard Areas § 3285.406—HUD
accepted the intent and language
provided in the MHCC’s proposed
installation standards.
Subpart F—Optional Features
Subpart F incorporates certain
portions of chapters 7, 8, and 9 of the
MHCC proposal applicable to optional
features. This subpart sets forth
requirements for the installation and
completion of optional features. Where
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retained, HUD’s Model Installation
Standards incorporate the majority of
substance and intent of the applicable
portions of the MHCC proposal.
However, some portions of the MHCC
proposal have been modified and others
relocated to subpart J of the proposed
rule. Areas covered in chapter 8 of the
MHCC proposal that are not contained
in subpart F of the proposed rule have
not been incorporated in the proposed
Model Installation Standards as
described below. HUD’s specific
revisions to the MHCC proposal
provided below.
Home Installation Manual
Supplements § 3285.501 (Relocated,
Technical)—HUD relocated the MHCC
proposal regarding installation manual
supplements to subpart F of the
proposed rule because it largely relates
to special or optional features of a home.
Expanding Rooms § 3285.502
(Relocated, Authority, Technical)—HUD
revised the section of the MHCC
proposal to remove any circular
reference and clarify that the section
would be applicable to the support and
anchoring systems only. HUD’s
modifications would also omit the
MHCC proposal that addressed when
manufacturer installation instructions
are not available because the
manufacturer would be required to
provide the instructions with each new
home.
Installation of Optional Features
(Construction)—HUD modified the
MHCC proposal described below.
Hinged Roofs and Eaves (Technical,
Relocate ‘‘See § 3285.801(f))—HUD
would modify the MHCC proposal
because hinged roof homes, depending
on certain design characteristics, may be
subject to special requirements such as
Alternative Construction or other
requirements to be developed in a
separate proposed rule for on-site
completion. Generally, hinged roof
homes are not subject to Alternative
Construction or requirements as long as
the homes are designed to be located in
Wind Zone 1, the completed hinged roof
pitch is less than 7 on 12, and fuel
burning appliance flue penetrations are
not above the hinge.
Garden and Bay Windows
(Construction)—HUD determined that
the MHCC proposal provisions for
garden or bay windows relate to
construction of the home. Therefore,
these optional features would be subject
to Alternative Construction
requirements or other requirements
published by HUD for site completion of
manufactured home construction and
have not been included in the proposed
Model Installation Standards.
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Awnings and Ramadas (Relocate,
Technical)—HUD did not accept the
MHCC proposal relating to selfsupporting awnings because awnings by
design are not self-supporting and are
not required to safely support the home.
HUD relocated the MHCC’s proposed
provisions regarding ramadas to subpart
D of the proposed rule where special
snow load conditions are addressed. Is
there a need to include a definition and
provisions for awnings in the Model
Installation Standards? Are there selfsupporting awnings available and
currently being installed to ensure
continued safety of manufactured home
residents?
Miscellaneous Lights and Fixtures
(Relocate—§ 3285.702)—HUD relocated
the MHCC proposal to Subpart H of the
proposed rule relating to electrical
systems and equipment.
Ventilation Options—HUD did not
incorporate this MHCC proposal
because it is not clear what type of
ventilation would be subject to the
proposed requirements (whole house,
attic, crawlspace, etc.). Further, HUD
believes crawlspace ventilation is
adequately covered elsewhere in the
document (§ 3285.504) and whole house
and attic ventilation are subject to the
requirements of the MHCSS. Would
there be ventilation provisions in
addition to whole house, attic, or
crawlspaces that require provisions in
the Model Installation Standards?
Optional Appliances § 3285.503
(Technical)—Provisions for the
installation of the optional appliances
addressed in Subpart F are
incorporated, with minor changes, from
Chapter 9 of the MHCC proposal. HUD
would modify the appliance provisions
to require that appliances be listed or
labeled for their intended use.
Comfort Cooling Systems—HUD
accepted the intent and most of the
language in the MHCC’s proposal for
comfort cooling systems. However, HUD
would revise the MHCC proposal to
require appliance installation in
accordance with the appliance
manufacturer’s instructions.
Air Conditioners—HUD would
incorporate by reference, ACCA Manual
J, Residential Load Calculation, as one
method for calculating sensible heat
gain. ACCA Manual J is based on the
ASHRAE Handbook of Fundamentals
and is accepted for use in State and
local building codes. In addition, HUD
would modify the MHCC proposal to
incorporate provisions for air
conditioning or combination heating
and air conditioning systems as required
by the MHCSS (§ 3280.714). While the
MHCSS require that a heating system be
installed in each manufactured home,
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they do not require an air conditioning
system in each home. HUD has made
modifications to the MHCC’s proposed
installation standards to help these
issues and maintain consistency with
the MHCSS.
Heat Pumps—HUD included
provisions in the proposed rule to
require that heat pumps be listed and
installed in accordance with the
appliance manufacturers instructions.
Evaporative Coolers—HUD modified
the MHCC proposal to require that
evaporative cooling equipment be listed
and installed in accordance with the
appliance manufacturer’s instructions.
Fireplace and Wood-Stove Chimneys
and Air Inlets—HUD accepted the
MHCC’s intent and most of the language
proposed by the MHCC. HUD would
modify the MHCC proposal to require
that equipment be listed (§ 3285.5) for
use in manufactured homes and
installed in accordance with the
appliance manufacturer’s instructions.
Range, Cooktop, and Oven Venting—
HUD accepted the MHCC’s proposal but
would make the Model Installation
Standards applicable to all heat
producing appliances that require
completion of venting and change the
title of the section to ‘‘Venting.’’
Clothes Dryer Exhaust Duct System—
HUD agrees with the intent of the
MHCC proposal but would revise the
MHCC proposal to require the exhaust
duct system to conform to the appliance
manufacturer’s requirements of the
MHCSS (§ 3280.708).
Crawlspace Ventilation § 3285.505
(Technical)—HUD agrees with the
MHCC that crawlspaces with a
perimeter enclosure need ventilation.
HUD would modify the MHCC proposal
to remove duplication of the exceptions
for ground vapor barriers, and modify
the ventilation requirements to be
consistent with model building code
requirements.
Subpart G—Ductwork and Plumbing
and Fuel Supply Systems
Subpart G includes provisions from
chapters 7 and 10 of the MHCC’s
proposed installation standards. This
subpart provides for installation work
necessary to join sections of a multisection home and make the home ready
to connect the plumbing and fuel
supply systems to utilities. Where
retained in this subpart, HUD’s Model
Installation Standards incorporate the
vast majority of the substance and intent
of the applicable portions of the MHCC
proposal. However, HUD would modify
slightly some portions of the MHCC
proposal and relocate them to subpart J,
while a small number of MHCC
proposals would be omitted from the
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proposed rule. These actions are
described below.
Field Assembly § 3285.601 (New
Section)—HUD would add a section that
clearly requires home manufacturers to
provide specific written instructions for
installers on the proper field assembly
of any ship loose parts necessary to join
all sections of the home. HUD would
further require that the instructions be
designed in accordance with the
applicable requirements of the MHCSS.
Proper Procedures (Relocate—See
§ 3285.905)—In general, HUD has
concluded that utility connections are
subject to State or LAHJ requirements.
Since HUD does not have authority to
regulate utility connections or
determine that any particular
requirements of an LAHJ are met, HUD
relocated these MHCC-proposed
installation standards to Subpart J.
Water Supply § 3285.603 (Relocate,
Technical, Consistency)—In general,
HUD accepted the intent and language
of the MHCC’s proposals related to
water supply. HUD would revise certain
provisions of this section as follows:
Crossovers—The Model Installation
Standards would require water line
crossovers to be installed as designed by
the home manufacturer. However, the
manufacturer would be required to
design the crossover consistent with the
current requirements of the MHCSS
(§ 3280.609).
Maximum Supply Pressure and
Reduction—HUD would modify the
MHCC-proposed requirement for a
pressure-reducing valve by omitting the
prescriptive requirement for a bypasstype valve. While HUD would not
prohibit a bypass valve, specific
requirements would be subject to the
LAHJ.
Mandatory Shutoff Valve—HUD
revised the MHCC proposal editorially,
but maintained the intent of the MHCC’s
proposal.
Freezing Protection—HUD revised the
MHCC proposal to maintain consistency
with the requirements of the MHCSS
and require that the manufacturer’s
installation instructions be designed
consistent with the MHCSS
(§ 3280.603).
Testing Procedures—HUD revised the
MHCC proposal to ensure that testing
requirements at the site are consistent
with the requirements of the MHCSS.
HUD did not incorporate the figure in
the MHCC proposal depicting a typical
water line connection. In HUD’s
opinion, the figure shows an ill-advised
location of the supply connection that
subjects the water line and connections
to physical damage. In addition, the
figure would not clarify the
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requirements of the Model Installation
Standards.
Drainage System § 3285.604
(Relocate, Technical, Consistency)—
HUD relocated the MHCC’s provisions
for connection of the system to the
sewer system to Subpart J. In general,
HUD accepted the intent and language
of the MHCC. However, HUD revised
certain provisions of this section as
follows:
Crossovers—The Model Installation
Standards would require water line
crossovers to be installed as designed by
the home manufacturer. However, the
manufacturer would be required to
design the crossover consistent with the
current requirements set forth in the
MHCSS (§ 3280.610).
Assembly and Support—HUD would
necessarily limit the MHCC’s assembly
and support provisions to only the
piping that is necessary to join all
sections of the home. Proper assembly
and pipe support requirements would
be revised to maintain consistency with
requirements of the MHCSS
(§ 3280.608).
Proper Slopes—Proper slope for the
pipe would be revised to maintain
consistency with requirements of the
MHCSS (§ 3280.610).
Testing Procedures—HUD revised the
MHCC proposal to ensure that testing
requirements at the site are consistent
with the requirements of the MHCSS.
Gas System § 3285.605 (Relocate,
Technical, Consistency)—Certain MHCC
proposals for conversion of appliances
and startup procedures have been
modified and relocated in Subpart J of
the proposed rule. In addition, HUD did
not accept the MHCC’s recommendation
requiring inspection of roof jacks as the
proposed provision outlines a process
that is procedural in nature and would
be subject to HUD’s Alternate
Construction requirements. However,
HUD will consider the proposal further
in the development of installation
program regulations to be issued
separately.
However, in general, HUD agrees with
the intent and language of the MHCC’s
proposals. HUD would revise certain
provisions of this section as follows:
Crossovers—The Model Installation
Standards would require gas line
crossovers to be installed as designed by
the home manufacturer. However, the
manufacturer would be required to
design the crossover consistent with the
current requirements set forth in the
MHCSS (§ 3280.705).
Testing Procedures—HUD revised the
MHCC proposal to ensure that testing
requirements at the site are consistent
with the requirements of the MHCSS.
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Heating Oil Supply Tanks and
Systems (Relocate—see § 3285.906)—
Provisions for heating oil supply tanks
and systems installed at the site are not
within the scope of HUD’s authority.
However, HUD attempted to preserve
the MHCC’s intent by making the MHCC
provisions recommendations in subpart
J for inclusion in manufacturer
installation instructions.
Ductwork Connections § 3285.606
(Technical, Consistency)—HUD
accepted the great majority of the
MHCC’s proposed installation standards
for ductwork connections. However,
HUD added a specific requirement for
crossover connection and design, and
would modify the associated figures to
remove the specificity of particular
components or requirements to make
the figures more universally applicable,
and ensure that manufacturers can
design crossovers that are compatible
with the models and options produced.
HUD would also require that the level
of insulation for exposed ducts conform
to the provisions of the MHCSS.
Subpart H—Electrical Systems and
Equipment
Subpart H includes certain provisions
of Chapter 8 of the MHCC’s proposed
installation standards. Subpart H
provides for the installation work
necessary to join sections of a multisection home and make the home ready
to connect the electrical service. There
may be information currently addressed
by manufacturer’s installation
instructions that has not been evaluated
by the MHCC or reviewed for inclusion
in the MHCC’s proposal. Therefore,
HUD specifically invites comment on
the substance of this subpart and related
issues that should or should not be
addressed herein.
Electrical Crossovers § 3285.701 (New
Section)—HUD added provisions for
completion of electrical crossovers as
designed by the home manufacturer.
This section requires manufacturers to
design the crossovers consistent with
requirements of subpart I of the MHCSS.
Miscellaneous Lights and Fixtures
§ 3285.702 (Technical)—HUD accepted
the vast majority of the MHCC’s
provisions for miscellaneous lights and
fixtures with only minimal or editorial
changes.
Subpart I—Exterior and Interior Close
Up
Subpart I includes certain provisions
of chapters 7 and 8 of the MHCC’s
proposed installation standards. Subpart
I provides for the installation close up
work necessary to join sections of a
multi-section home and complete final
bottom board repairs.
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Exterior Close Up § 3285.801
(Relocate, Technical, Consistency)—
HUD accepted the vast majority of the
MHCC’s proposed installation standards
for exterior close up. However, HUD
would limit the exterior close up work
to only the aspects necessary to join the
sections of multi-section homes
resulting in a weatherproof and
structurally integrated home. HUD also
included roofing materials as elements
that require completion at the
installation site.
Structural Interconnection of Multisection Homes § 3285.802 (Relocate,
Technical, Consistency)—HUD accepted
the intent and majority of language
provided in the MHCC’s proposal. HUD
added the requirement that the
manufacturer design interconnection be
consistent with the structural
requirements of the MHCSS. HUD also
added provisions to require repair of
gaps that may occur along the mate-line
where structural interconnections are
made.
Interior Close Up § 3285.803
(Relocate, Technical, Construction)—
HUD accepted the majority of MHCCrecommended provisions for interior
close up. However, HUD removed the
MHCC’s reference to unfinished gypsum
wallboard, as HUD deems this to be
construction and assembly of the
manufactured home.
Bottom Board Repair § 3285.804
(Relocate, Technical)—HUD accepted
the vast majority of the MHCC
provisions for bottom board repair with
minimal change. The MHCC proposal
requiring an approved tape to be used
to repair bottom board splits or tears,
would be revised in the proposed rule
to ‘‘* * * tape or patches specifically
designed for repairs of the bottom
covering.’’
Subpart J—Recommendations for
Manufacturer’s Installation Instructions
The provisions of subpart J
incorporate recommendations from the
MHCC contained in several chapters.
This subpart sets forth provisions
regarding moving the manufactured
home, permits, on-site structures, and
site connection of utilities upon
completion of home installation. The
vast majority of recommendations from
the MHCC concerning utility
connections would establish
requirements that may be governed by
LAHJs and are not within the scope of
HUD’s authority. HUD has included
most of the recommendations in the
Model Installation Standards to provide
helpful information to installers. HUD
specifically invites comment on the
inclusion of these provisions within the
Model Installation Standards.
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Recommendations for Manufacturer
Installation Instructions § 3285.901
(New section)—Generally, work
completed at the site with respect to
utility connections is governed by LAHJ
requirements. Therefore, the Model
Installation Standards do not attempt to
address comprehensive utility
connection requirements. However,
HUD recommends in subpart J that
manufacturers incorporate the following
provisions in their installation
instructions, in order to protect the
manufactured home as constructed in
accordance with the MHCSS and
provide other general cautions to the
installer.
Moving the Manufactured Home to
Location § 3285.902 (Relocated,
Authority)—HUD relocated the MHCC’s
proposals to address transporter access,
positioning of the home, and
encroachment and setback distances
that may be enforced by LAHJs to
Subpart J. HUD modified the proposal
editorially and organized the MHCC
proposed requirements related to
moving the manufactured home to the
installation site in this section.
Permits, Alterations, and On-Site
Structures § 3285.903 (Relocated,
Authority)—HUD relocated MHCC
recommended provisions for permits,
alterations, and construction of on-site
structures such as garages, carports, and
decks to subpart I. While HUD does not
have authority to regulate the permit
process or the review and approval of
alterations, and on-site structures, HUD
included provisions for these aspects to
be mentioned in home manufacturer
installation instructions.
Drainage Structures § 3285.904
(Relocated, Authority)—HUD relocated
MHCC-recommended provisions for
drainage structures to subpart J. While
HUD does not have authority to regulate
the design and construction of ditches
and culverts, HUD included appropriate
provisions for manufacturers to provide
recommendations in their home
installation instructions.
Utility System Connection § 3285.905
(Relocated, Authority)—HUD relocated
the MHCC proposal to address the
drainage connector size. In addition,
HUD modified the proposal to remove
reference to the requirements of an
LAHJ, as such requirements are not
under HUD’s authority. HUD also
relocated the MHCC proposal to address
gas system orifices and regulators and
modified the gas appliance startup
procedures.
HUD modified language regarding
personnel requirements associated with
gas appliance startup to make personnel
subject to the requirements of the LAHJ.
In addition, HUD would revise the
testing procedure to recognize that not
all appliances contain pilot lights and
newer technologies can be verified to
meet the MHCC’s intent. HUD did not
accept the MHCC proposal to set
thermostats to desired temperature
because subjective requirements cannot
be enforced.
Heating Oil Systems § 3285.906
(Relocated, Authority)—HUD relocated
the MHCC proposal to address the
installation of heating oil systems and
tanks to Subpart J, as such installations
are not within HUD’s authority. HUD
modified the MHCC proposal to include
a recommended reference standard
(NFPA 31) that may be used in areas
without an LAHJ or in areas without
applicable requirements. HUD revised
the MHCC’s heating oil system
installation recommendations and
would make such recommendations
subject to specific requirements of an
LAHJ. However, the model provisions
would become more of a necessity in
areas without jurisdictions or applicable
requirements. HUD would incorporate
the NFPA 31 standard for reference in
such instances.
HUD did not incorporate the MHCC
proposal relating to a centralized oil
distribution system because the Model
Installation Standards would not
establish standards for manufactured
home communities that may have a
storage tank for centralized distribution
of oil within the community. Other
MHCC-recommended provisions for oil
storage tanks have been incorporated
into the Model Installation Standards.
HUD would revise the MHCC proposal
related to storage tank leak test
procedures by recognizing that model
provisions are necessary for areas
without jurisdictions or without
requirements, and would incorporate
the consensus standard, NFPA 31 for
such instances.
VI. 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). Any changes made to the rule
subsequent to its submission to OMB
are identified in the docket file, which
is available for public inspection in the
Regulations Division, Room 10276,
Office of General Counsel, Department
of Housing and Urban Development,
451 Seventh Street, SW, Washington,
DC 20410–0500.
Paperwork Reduction Act
The proposed information collection
requirement contained in § 3285.2 has
been submitted to the Office of
Management and Budget (OMB) for
review under the Paperwork Reduction
Act of 1995 (44 U.S.C. 3501–3520).
Under this Act, an agency may not
conduct or sponsor, and a person is not
required to respond to, a collection of
information unless the collection
displays a valid control number. OMB
has issued HUD the control number
2502–0253 for the information
collection requirements under the
current Manufactured Housing
Construction and Safety Standards
Program, which already require
manufacturer installation instructions in
24 CFR part 3280.306.
The public reporting burden for this
collection of information is estimated to
include the time for reviewing the
instructions, searching existing data
sources, gathering and maintaining the
data needed, and completing and
reviewing the collection of information.
The following table provides
Information on the estimated public
reporting burden:
Information collection
Number of
respondents
Responses
per
respondent
Total
annual responses
Hours per
response
Total
hours
Manufacturers Installation Instructions* ...............................
78
1
78
250
19,500
*Manufacturer installation instructions are already required. This public burden estimate is for a one-time revision of its instructions to ensure
the Model Installation Standards requirements would be met.
In accordance with 5 CFR 1320.8(d)(1),
HUD is soliciting comments from
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members of the public and affected
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agencies concerning the proposed
collection of information to:
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(1) Evaluate whether the proposed
collection of information is necessary
for the proper performance of the
functions of the agency, including
whether the information will have
practical utility;
(2) Evaluate the accuracy of the
agency’s estimate of the burden of the
proposed collection of information;
(3) Enhance the quality, utility, and
clarity of the information to be
collected; and
(4) Minimize the burden of the
collection of information on those who
are to respond, including through the
use of appropriate automated collection
techniques or other forms of information
technology (e.g., permitting electronic
submission of responses).
Interested persons are invited to
submit comments regarding the
information collection requirements in
this proposal. Under the provisions of 5
CFR part 1320, OMB is required to make
a decision concerning this collection of
information between 30 and 60 days
after today’s publication date. Therefore,
any comment on the information
collection requirements is best assured
of having its full effect if OMB receives
the comment within 30 days of today’s
publication. However, this time frame
does not affect the deadline for
comments to the agency on the
proposed rule, however. Comments
must refer to the proposal by name and
docket number (FR–4928–P–01) and
must be sent to:
Mark D. Menchik, HUD Desk Officer,
Office of Management and Budget,
New Executive Office Building,
Washington, DC 20503,
Mark_D._Menchik@omb.eop.gov;
and
Kathleen O. McDermott, Reports Liaison
Officer, Office of the Assistant
Secretary for Housing—Federal
Housing Commissioner, Department
of Housing and Urban Development,
451 Seventh Street, SW., Room 9116,
Washington, DC 20410–8000.
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 proposed 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
with respect to the environment has
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been made 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)). The
Finding of No Significant Impact is
available for public inspection between
the hours of 8 a.m. and 5 p.m. weekdays
in the Regulations Division, Office of
General Counsel, Room 10276,
Department of Housing and Urban
Development, 451 Seventh Street, SW,
Washington, DC 20410–0500.
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
language of the Act and as set forth in
§ 3285.1 of this proposed 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 proposed
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.
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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. 5 U.S.C. 605(b).
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.
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
$19.5 million annually.
Based on a current installation cost of
about $5000 for a single-wide home, the
$133 increase represents an increase of
about 2.7% 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% from the current
cost. These estimated costs and cost
impacts do not represent a significant
economic effect on either an industrywide or per-home basis.
This small increase in total cost
associated with this proposed 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
setup and tie-down establishments
(installers) included within the
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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 these are
primarily mobile home setup and tiedown 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 to
small entities. Therefore, although this
rule would affect a substantial number
of small entities, it would not have a
significant economic impact on them.
The Secretary, in accordance with the
Regulatory Flexibility Act (5 U.S.C.
605(b)), has reviewed and approved this
proposed rule and in so doing certifies
that the rule would not have a
significant economic impact on a
substantial number of small entities.
The proposed rule does not provide an
exemption for small entities. This
proposed rule does not establish any
responsibilities for installers but rather
establishes model requirements used by
manufacturers in the design of
manufactured home installation
instructions. However the upcoming
installation program, establishing
procedural and enforcement regulations
for the Installation Standards will need
further review under the requirements
of the Regulatory Flexibility Act.
Notwithstanding HUD’s
determination that this rule would not
have a significant economic effect on a
substantial number of small entities,
HUD specifically invites comments
regarding any less burdensome
alternatives to this rule that will meet
HUD’s and Federal statutory objectives.
Catalogue of Federal Domestic
Assistance
The Catalogue of Federal Domestic
Assistance number is 14.171.
List of Subjects
Housing standards, Manufactured
homes, Construction, Safety.
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24 CFR Part 3285
Housing standards, Manufactured
homes, Installation.
Accordingly, for the reasons
discussed in this preamble, HUD
proposes to amend 24 CFR part 3280
and to add 24 CFR part 3285, as follows:
stabilizer plates must be installed in
accordance with the ground anchor
listing or certification to provide
required resistance to overturning and
sliding.
*
*
*
*
*
4. In chapter XX, add part 3285 to
read as follows:
PART 3280—MANUFACTURED HOME
CONSTRUCTION AND SAFETY
STANDARDS
PART 3285—MODEL MANUFACTURED
HOME INSTALLATION STANDARDS
1. The authority citation for 24 CFR
part 3280 continues to read as follows:
Authority: 42 U.S.C. 3535(d), 5403, 5404,
and 5424.
2. In § 3280.302, add the definition of
anchor assembly in alphabetical order
and revise the definitions of anchoring
equipment, anchoring system, diagonal
tie, ground anchor and stabilizing
devices to read as follows:
§ 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.
Diagonal tie means a tie intended to
resist horizontal or shear forces, but
which may resist vertical, uplift, and
overturning forces.
*
*
*
*
*
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.
*
*
*
*
*
3. In § 3280.306, revise paragraph
(b)(2)(iv) to read as follows:
§ 3280.306
Windstorm protection.
*
24 CFR Part 3280
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*
*
*
*
(b) * * *
(2) * * *
(iv) That ground anchors should be
installed to their full depth, and
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Subpart A—General
Sec.
3285.1 Administration.
3285.2 Manufacturer installation
instructions.
3285.3 Alterations during initial
installation.
3285.4 Referenced publications.
3285.5 Definitions.
Subpart B—Pre-Installation Considerations
3285.101 Installation of manufactured
homes in flood hazard areas.
3285.102 Design zone maps.
3285.103 Moving manufactured home to
location.
3285.104 Permits, other alterations, and on
site structures.
Subpart C—Site Preparation
3285.201 Soil conditions.
3285.202 Soil classifications and bearing
capacity.
3285.203 Drainage.
3285.204 Ground moisture control.
Subpart D—Foundations
3285.301 General.
3285.302 Flood hazard areas.
3285.303 Piers.
3285.304 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 Elevated homes.
3285.310 Pier locations and spacing.
3285.311 Required perimeter supports.
3285.312 Footings.
3285.313 Combination systems.
3285.314 Permanent foundations.
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.
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3285.603
3285.604
3285.605
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Utility connections.
Water supply.
Drainage system.
Fuel supply system.
Ductwork connections.
Subpart H—Electrical Systems and
Equipment
3285.701 Electrical systems.
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 J—Recommendations for
Manufacturer Installation Instructions
3285.901 Recommendations for
manufacturer installation instructions.
3285.902 Moving manufactured home to
location.
3285.903 Permits, alterations, and on-site
structures.
3285.904 Drainage structures.
3285.905 Utility systems connection.
3285.906 Heating oil systems.
3285.907 Telephone and cable TV.
Authority: 42 U.S.C. 3535(d), 5403, 5404,
and 5424.
Subpart A—General
§ 3285.1
Administration.
(a) Scope. These Model Installation
Standards provide requirements for the
initial installation of new manufactured
homes in applicable States. Work
necessary to join all sections of a multisection home, such as work identified in
subparts G, H, and I, is not considered
assembly or construction of the home,
although the design of those elements of
a manufactured home must comply with
the MHCHSS.
(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
for manufactured homes, these Model
Installation Standards serve as the
minimum standards for manufactured
home installations.
(3) Manufacturer installation
instructions, as set forth in § 3285.2,
must provide protection to residents of
manufactured homes that equals or
exceeds the protection provided by
these Model Installation Standards.
(b) The standards set forth herein
have been established to accomplish
certain basic objectives and are not to be
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construed as relieving manufacturers,
retailers, installers, or other parties of
responsibility for compliance with
applicable ordinances, codes, and
regulations.
(c) State installation standards. (1) In
States with an approved installation
program, the State may establish or
permit more stringent installation
standards that provide a level of
protection that equals or exceeds these
Model Installation Standards.
(2) In States without an approved
installation program, the Secretary will
implement and enforce these Model
Installation Standards as minimums.
The Secretary will permit more
stringent installation standards as long
as the level of protection provided by
those standards equals or exceeds these
Model Installation Standards.
(d) Applicability. The manufactured
homes covered by this standard must
comply with requirements of the U.S.
Department of Housing and Urban
Development’s (HUD’s) Federal
Manufactured Home Construction and
Safety Standards (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. 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.
§ 3285.2 Manufacturer installation
instructions.
A manufacturer must provide with
each new manufactured home, DAPIAapproved designs and instructions
required by these Model Installation
Standards for the installation of
manufactured homes. The manufacturer
installation instructions 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 Federal
Manufactured Home Construction and
Safety Standards. Installers must follow
the DAPIA-approved manufacturer’s
installation instructions for those
aspects covered by these Model
Installation Standards.
§ 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
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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).
Alterations, as defined in § 3282.7 of
this chapter, must not affect the ability
of the basic manufactured home to
comply with the MHCSS and must not
impose additional loads to the
manufactured home or its foundation
without design by a registered
professional engineer or registered
architect, or being expressly included in
the manufactured home manufacturer
DAPIA-approved designs or installation
instructions.
§ 3285.4
Referenced publications.
Incorporation by reference: (a) The
specifications, standards and codes of
the following organizations are
incorporated by reference pursuant to 5
U.S.C. 552(a) and 1 CFR part 51 as
though set forth in full. The
incorporation by reference of these
standards has been approved by the
Director of the Federal Register.
Reference standards have the same force
and effect as these Model Installation
Standards except that whenever
reference standards and these Standards
are inconsistent, the requirements of
these Standards prevail to the extent of
the inconsistency.
(b) The abbreviations and addresses of
organizations issuing the referenced
standards appear below. Reference
standards that are not available from
their producer organizations may be
obtained from the Office of
Manufactured Housing Programs, Room
9164, U.S. Department of Housing and
Urban Development, 451 Seventh Street,
SW., Washington, DC 20410.
ACCA Publication. Air Conditioning
Contractors of America, 2800
Shirlington Road, Suite 300,
Arlington, VA 22206.
ACCA Manual J, Residential Load
Calculation, 8th Edition.
ASHRAE Publication. American Society
of Heating, Refrigeration and Air
Conditioning Engineers, 1791 Tullie
Circle, NE., Atlanta, GA 30329–
2305.
ASHRAE Handbook of Fundamentals,
1997.
ASTM Publications. American Society
for Testing and Materials, 100 Barr
Harbor Drive, West Conshohocken,
PA 19428–2959.
ASTM C 90, Standard Specification
for Loadbearing Concrete Masonry
Units, 2002.
ASTM D 1586, Test Method for
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Penetration Test and Split-Barrel
Sampling of Soils, 1999.
ASTM D 2487, Practice for
Classification of Soils for
Engineering Purposes (Unified Soil
Classification System), 2000.
ASTM D 2488, Practice for
Description and Identification of
Soils (Visual-Manual Procedure),
2000.
ASTM D 3953, Standard Specification
for Strapping, Flat Steel and Seals,
1997.
AWPA Publications. American WoodPreservers’ Association, P.O. Box
5690, Granbury, TX 76049.
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.
NFPA Publications. National Fire
Protection Association, 1
Batterymarch Park, Quincy, MA
02169–7471.
NFPA 31, Standard for the Installation
of Oil Burning Equipment, 2001.
NFPA 501A, Standard for Fire Safety
Criteria for Manufactured Home
Installations, Sites, and
Communities, 2003.
SEI/ASCE Publication. Structural
Engineering Institute/American
Society of Civil Engineers, 1801
Alexander Bell Dr., Reston, VA
20191.
SEI/ASCE 32–01, Design and
Construction of Frost Protected
Shallow Foundations, 2001.
U.L. Publication. Underwriters
Laboratories, 333 Pfingsten Road,
Northbrook, Illinois 60062.
UL 181, Factory Made Air Ducts and
Connectors, 1998.
U.S. Government Publications. U.S.
Government Printing Office,
Washington, DC 20402.
FEMA 85, Manufactured Home
Installation in Flood Hazard Areas,
1985.
Title 24, Code of Federal Regulations,
Part 3280, Manufactured Home
Construction and Safety Standards.
Title 24, Code of Federal Regulations,
Part 3282, Manufactured Home
Procedural and Enforcement
Regulations.
Title 44, Code of Federal Regulations,
Part 59, General Provisions.
Title 44, Code of Federal Regulations,
Part 60, Criteria for Land
Management and Use.
§ 3285.5
Definitions.
The definitions contained in this
section apply to the terms used in these
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Model Installation Standards. Where
terms are not included, common usage
of the terms apply. The Definitions are
as follows:
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.
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 heat ducting,
electrical circuits, and 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
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:
(1) The special flood hazard area
shown on the flood insurance rate map;
or
(2) The area subject to flooding during
the design flood and shown on a LAHJ’s
flood hazard map, or otherwise legally
designated.
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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.
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
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 that must be complied
with during the installation of a
manufactured home and those local
responsibilities are outside the coverage
of the MHCSS or these Model
Installation Standards.
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
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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 eight
body feet or more in width or forty body
feet or more in length, or, when erected
on site, is three hundred twenty 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
therein. The term also includes any
structure which meets all the
requirements of this paragraph 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 installation standards
established under this part and the
construction and safety standards in
part 3280 of this chapter; but such term
does not include any self-propelled
recreational vehicle.
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.
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:
(1) Manufactured steel stands;
(2) Pressure-treated wood;
(3) Manufactured concrete stands;
(4) Concrete blocks; and
(5) 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 title VI of Pub.
L. 93–383.
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.
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State. Each of the several States, the
District of Columbia, the
Commonwealth of Puerto Rico, Guam,
the Virgin Islands, the Canal Zone, 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.
Working load. The maximum
recommended load that may be exerted
on a component or system. The ultimate
load of a component or system divided
by an appropriate factor of safety.
(2) Related guidance. Refer to FEMA
85–85, Manufactured Home Installation
in Flood Hazard Areas.
§ 3285.102
Design zone maps.
Subpart B—Pre-Installation
Considerations
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.
(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.
Refer 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. The
manufacturer may provide the heating/
cooling information and insulation zone
map on the home’s data plate.
§ 3285.101 Installation of manufactured
homes in flood hazard areas.
§ 3285.103
location.
(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 the
flood hazard area.
(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 adopted by the
LAHJ should be used to determine the
flood 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 using
methods and practices that minimize
flood damage during the base flood, in
accordance with the LAHJ, 44 CFR
60.3(a) through (e), as applicable, and
other provisions of 44 CFR referenced
by those paragraphs.
Refer to § 3285.902 for considerations
related to moving the manufactured
home to the site of installation.
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Moving manufactured home to
§ 3285.104 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
subject to decay, such as grass, roots,
twigs, and wood scraps must be
removed in areas where footings are to
be placed.
§ 3285.202
capacity.
Soil classifications and bearing
(a) The soil classification and bearing
capacity of the soil must be determined
before the foundation is constructed and
anchored against the wind. The soil
classification and bearing capacity must
be determined by:
(1) Soil tests. Soil tests that are in
accordance with generally accepted
engineering practice; or
(2) Soil records. Soil records on file
with the applicable LAHJ; or
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(3) 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,
Soil classification
allowable pressures, and torque values
in the following table must be used.
Allowable
pressure
(psf) 1
Soil description
Classification No.
ASTM D2487 or
D2488
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 ...............
21521
Torque
probe 3 value 4
(inch-pounds)
4000+
2000
........................
40+
..........................
(6)
1500
24–39
351–550
1000
18–23
276–350
1000
(7)
Rock or hard pan ..........................................
Sandy gravel and gravel; very 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 ...........
Blow count
ASTM D1586
12–17
0–11
175–275
(5 )
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.
5 Less than 175.
6 More than 550.
7 Refer to 3285.202(b).
(b) If the soil appears to be composed
of peat, organic clays, or uncompacted
fill or appears to have unusual
conditions, a registered professional
geologist, registered professional
engineer, or registered architect must be
consulted and a report provided to
determine the soil classification and
maximum allowable soil bearing
capacity.
§ 3285.203
Drainage.
(a) Purpose. Drainage must be
provided that prevents water build-up
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under the home, shifting or settling of
the foundation, dampness in the home,
damage to siding and bottom board,
buckling of walls and floors, and
problems with the operation of doors
and windows.
(b) The home site must be graded to
permit water to drain from under the
home. Refer to Figure 3285.203.
(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 10 feet.
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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.
(d) Sloped site considerations. The
home, where sited, must be protected
from surface runoff from the
surrounding area.
(e) Refer to § 3285.904 for drainage
structures that may be used to drain
surface runoff.
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(f) Gutters and downspouts. When
gutters and downspouts are installed,
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the runoff must be directed away from
the home.
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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 material, a vapor retarder that
keeps ground moisture out of the home
must be installed except in arid regions
with dry soil conditions (refer to
§ 3285.505).
(b) Acceptable types of ground cover.
A minimum of six millimeter
polyethylene sheeting or its equivalent
must be used.
(c) Proper installation. (1) The entire
area under the home, except for areas
under open decks, porches, or recessed
entries, must be covered with the vapor
retarder as noted in § 3285.204(a) and
must be overlapped at least 12 inches at
all joints.
(2) The ground cover may be placed
directly beneath footings, or otherwise
installed around footers, anchors, and
other obstructions where footings are
permitted at-grade.
(3) Minor voids or tears in the vapor
retarder do not require repair.
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 are
permissible provided they are verified
by engineering data and designed in
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accordance with § 3285.301(d)
consistent with the design loads of the
Manufactured Home Construction and
Safety Standards. Pier and footing
installations proposing different
detailed specifications other than the
pier and footing requirements provided
in subpart D (such as block size, section
width, loads, and spacing) are also
permissible provided they are verified
by engineering data and comply with
§ 3285.301(d) consistent with the design
loads of the Manufactured Home
Construction and Safety Standards.
Several Tables and specifications in this
subpart apply only to pier and footing
configurations and may not apply to
other types of foundation systems.
(c) 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.
(d) Alternative foundation systems.
Alternative foundation systems or
designs are permitted by
§ 3285.301(d)(1) or § 3285.301(d)(2).
(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 registered professional engineer or
a registered architect in accordance with
acceptable engineering practice.
§ 3285.302
Flood hazard areas.
In flood hazard areas, the piers and
support systems must be capable of
resisting loads associated with design
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flood and wind events (refer to
§ 3285.101).
§ 3285.303
Piers.
(a) General. The piers used must be
capable of transmitting the vertical live
and dead loads to the footings or
foundation below.
(b) Acceptable piers—materials
specification. (1) Piers are permitted to
be concrete blocks, pressure-treated
wood having 0.60 pounds per cubic foot
(pcf) retention in accordance with
§ 3285.312(b)(2), 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) Loadbearing capacity. The load that each
pier must carry depends on such factors
as 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 of this section and
Figures A, B, and C to § 3285.310.
(d) Pier loads. (1) Design support
layout configurations, poured footing
sizes for the pier loads, pier spacing,
and soil bearing capacities and support
conditions must be consistent with
Tables 1, 2, and 3 of this section, and
Figure C to § 3285.312.
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(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 installation
instructions must be formatted
consistent with Tables 1, 2, and 3 of this
section. Locally constructed piers must
also be designed to transmit these loads
safely as required by § 3285.301.
§ 3285.304
Configuration.
(a) Concrete blocks. (1) Concrete block
piers must be installed in accordance
with Figures A and B of § 3285.306.
(2) Load-bearing (not decorative)
concrete blocks must have nominal
dimensions of at least 8 inches × 8
inches × 16 inches.
(3) The concrete blocks must be
stacked with their hollow cells aligned
vertically.
(4) When piers are constructed of
blocks stacked side by side, each layer
must be at right angles to the preceding
one, as shown in Figure B of §3285.306.
(b) Caps. (1) Structural loads must be
evenly distributed across capped hollow
block piers, as shown in Figures A and
B of §3285.306.
(2) Caps must be of solid masonry of
at least 4 inches nominal thickness, of
dimensional lumber at least 2 inches
nominal thickness, or be of steel or
other listed materials.
(3) All caps must be of the same
length and width as the piers on which
they rest.
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(4) When split caps are used on
double stacked blocks, the caps must be
installed with the long dimension across
the joint in the blocks below.
(c) Gaps. When gaps between the
bottom of the supported beam and the
foundation support system occur during
installation, any combination of the
following applies.
(1) Nominal 4 inches × 6 inches shims
are permitted to be used to level the
home and fill any gaps between the base
of the I-beam and the top of the pier cap;
(2) Shims must be used in pairs as
shown in Figures A and B of §3285.306,
and shims must be driven in tightly so
that they do not occupy more than one
inch of vertical height; and
(3) Wood plates no thicker than 2
inches must be used to fill in remaining
vertical gaps.
(d) Manufactured pier heights.
Manufactured pier heights must be
selected so that the adjustable risers do
not extend more than 2 inches when
finally positioned.
§ 3285.305
Clearance under homes.
(a) A minimum clearance of 12 inches
must be maintained beneath the lowest
member of the main frame (I-beam or
channel beam) in the area of utility
connections.
(b) No more than 25 percent of the
lowest member of the main frame of the
home may be less than 12 inches above
grade.
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§ 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 of this section.
(3) Open cells must be positioned at
right angles to the footings.
(4) Horizontal offsets must not exceed
one-half inch. top to bottom.
(5) Mortar is not required unless
specified in the manufacturers
installation instructions or required by a
registered professional engineer or
registered architect.
(b) Frame piers 36 inches to 80 inches
high and corner piers. All frame piers
between 36 inches and 80 inches high
and all corner piers over three blocks
high must be constructed out of double,
interlocked concrete blocks as shown in
Figure B of this section, when the
design capacity of the block is not
exceeded. Mortar is required for
concrete block piers unless otherwise
specified in the manufacturer
installation instructions.
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(c) All piers over 80 inches high. Piers
over 80 inches high must be designed by
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a registered professional engineer or
registered architect in accordance with
acceptable engineering practice. Mortar
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is required for concrete block piers
unless otherwise specified in the
manufacturer installation instructions.
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§ 3285.307
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Perimeter support piers.
§ 3285.308
(a) Piers required at mate-line
supports, perimeter piers, and piers at
exterior wall openings are permitted to
be constructed of single open-or closedcell concrete blocks, 8 inches × 8 inches
× 16 inches, to a maximum height of 54
inches as shown in Figure A to
§3285.306, 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.
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Manufactured piers.
Manufactured piers must be listed
and labeled and installed to the pier
manufacturer installation instructions.
Refer to § 3285.303(d)(2).
§ 3285.309
Elevated homes.
When more than one-fourth of the
area of a home is installed so that the
bottoms of the main frame members are
more than 67 inches above the top of the
footing, the home stabilizing devices
must be designed by a registered
professional engineer or registered
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architect in accordance with acceptable
engineering practice.
§ 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.
(b) Mate-line and column pier
supports must be in accordance with
this subpart and consistent with Figures
A through C of this section.
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§ 3285.311
(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 of §3285.312, as applicable,
unless alternative designs are provided
by a professional engineer or registered
architect in accordance with acceptable
engineering practice.
(a) Pier supports must be placed on
both sides of side wall exterior doors
and any other side wall openings greater
than 48 inches (such as entry and
sliding glass doors), and under porch
posts, factory installed fireplaces, and
wood stoves).
(b) Other perimeter supports must be
required in accordance with Table 1, 2,
or 3 of § 3285.303, as applicable.
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Required perimeter supports.
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§ 3285.312
Footings.
(a) Footing materials must conform to
§ 3285.312 and other materials approved
for footings may be permitted if they
provide equal load-bearing capacity and
resistance to decay. Footings must be
placed on undisturbed soil or fill
compacted to 90 percent of maximum
relative density. A footing must support
every pier.
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(b) Acceptable types of footings. (1)
Concrete. Footings must are permitted
to consist of either of the following:
(i) 4-inch nominal precast concrete
pads meeting or exceeding ASTM C 90–
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02, Standard Specification for Load
Bearing Concrete Masonry Units,
without reinforcement, with at least a
28-day compressive strength of 4,000
pounds per square inch (psi); and
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(ii) 6-inch nominal poured-in-place
concrete pads, slabs, or ribbons with at
least a 28-day compressive strength of
3,000 pounds per square inch (psi).
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(2) Pressure-treated permanent wood.
(i) A minimum of two layers of nominal
2-inch thick pressure-treated wood
having 0.60-pcf (9.6 kg/m3) retention in
accordance with AWPA C2–02,
Standard for the Preservative Treatment
of Lumber, Timber, Bridge Ties and
Mine Ties, by Pressure Processes, or
AWPA C9–00, Plywood—Preservative
Treatment by Pressure Processes, with
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the long dimensions of the second layer
placed under the pier and perpendicular
to that of the first layer, must be used.
(ii) Pressure-treated wood footings
must be pressure treated on all six sides
and is permitted to consist of nominal
2 inch thick pressure-treated wood in
accordance with AWPA C2–02, or a
single layer of a minimum thickness of
three quarter inch and a maximum size
of 16 inches × 16 inches, or, for larger
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sizes, two pieces of nominal threequarter inch thick plywood (APA-rated
sheathing, exposure 1, PS1) pressuretreated for soil contact in accordance
with AWPA C9–00.
(3) ABS footing pads. (i) ABS footing
pads are permitted as long as pad
installation is in accordance with the
pad manufacturer installation
instructions.
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(ii) ABS footing pads must be listed or
labeled for the required load capacity.
(c) Placement in freezing climates. (1)
Conventional footings. Footings placed
in freezing climates must be placed
below the frost line depth for the site
unless an insulated foundation or
monolithic slab is used (refer to
§§ 3285.312(c)(2) and 3285.312(c)(3)).
When the frost line depth is not
available from the LAHJ, a registered
professional engineer, registered
architect, or registered geologist must be
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consulted to determine the required
frost line depth for the manufactured
home site.
(2) Monolithic slab systems. (i) When
properly designed by a registered
professional engineer or registered
architect in accordance with acceptable
engineering practice and ASCE/SEI 32–
01, a monolithic slab is permitted above
the frost line.
(ii) The design must accommodate
anchorage requirements in § 3285.401.
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(3) Insulated foundations. When
properly designed by a registered
professional engineer or registered
architect in accordance with acceptable
engineering practice and ASCE/SEI 32–
01, an insulated foundation is permitted
above the frost line.
(d) Sizing of footings. The sizing of
footings depends on the load-bearing
capacity of both the piers and the soil.
Refer to § 3285.303 and Figures C and E
of this section for footing sizes.
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BILLING CODE 4210–27–C
(e) The size and capacity for
unreinforced cast-in-place footings are
as follows:
8 in. x 16 in. pier
Minimum
footing
size
(in.)
Soil capacity
(psf)
1,000 ..........................................................................................................
1,500 ..........................................................................................................
2,000 ..........................................................................................................
2,500 ..........................................................................................................
3,000 ..........................................................................................................
4,000 ..........................................................................................................
16
20
24
30
36
42
48
16
20
24
30
36
42
48
16
20
24
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
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
16
20
24
30
36
42
48
16
20
24
30
36
42
48
16
20
24
30
36
42
16
20
24
30
36
16
20
24
30
36
16
20
24
30
Maximum
footing
capacity
(lb)
16 in. x 16 in. pier
Unreinforced
cast-in-place
minimum
thickness
(in.)
1,600
2,600
3,700
5,600
7,900
4 10,100
4 13,000
2,500
4,000
5,600
8,600
4 12,200
4 16,100
4 20,400
3,400
5,300
7,600
1 11,600
4 16,300
4 21,700
4,300
6,700
9,600
4 14,700
4 20,800
5,200
8,100
4 11,500
4 17,800
4 25,000
7,000
10,800
4 15,500
4 23,800
6
6
6
8
10
12
15
6
6
8
10
12
15
18
6
6
8
10
15
18
6
6
8
12
15
6
8
10
12
18
6
8
10
15
Maximun
footing
capacity
(lb)
1,600
2,600
3,700
5,800
8,100
10,700
13,600
2,500
4,000
5,700
8,900
12,600
16,500
4 21,000
3,400
5,300
7,700
11,900
16,900
4 22,700
4,300
6,700
9,700
15,000
4 21,400
5,200
8,100
11,700
18,100
4 25,700
7,000
10,900
15,600
4 24,200
Unreinforced
case-in-place
minimum
thickness
(in.)
6
6
6
6
8
10
12
6
6
6
6
8
12
15
6
6
6
8
10
12
6
6
6
8
10
6
6
6
8
12
6
6
8
10
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.
§ 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.
§ 3285.314
Permanent foundations.
(a) Nothing in these Model
Installation Standards shall limit the
authority of State and local governments
to impose requirements for the
placement of a manufactured home on
a permanent foundation in accordance
with State or local building codes
provided the permanent foundation
provides protection to the residents of
manufactured homes that equals or
exceeds the protection provided by
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these Model Installation Standards. In
addition, nothing in these Model
Installation Standards is intended to
limit the ability of mortgage lenders or
others to establish financing eligibility
requirements or technical underwriting
standards or requirements for
permanent foundations that provide
protection to the residents of
manufactured homes that equals or
exceeds the protection provided by
these Model Installation Standards.
(b) When a permanent foundation
design is required and is not available
from the home manufacturer or covered
in the local building code, a registered
professional engineer or registered
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architect must design the anchorage and
foundation support requirements.
§ 3285.315
Special snow load conditions.
(a) In 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
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
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psf. Any connection to the home must
be for weatherproofing only.
Subpart E—Anchorage Against Wind
§ 3285.401
Anchoring instructions.
(a) After blocking and leveling, the
installer must secure the manufactured
home against the wind by use of anchor
assembly type installations or by
connections to alternative foundation
systems (§ 3285.301) or permanent
foundations (§ 3285.314).
(b) For anchor assembly type
installations, the manufactured home
must be secured against the wind as
described in § 3285.401. So as not to
preclude other design configurations or
alternative foundation systems, when
using another type of installation, the
design must be prepared by a registered
professional engineer or registered
architect in accordance with acceptable
engineering practice, the design loads of
the Federal Manufactured Home
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Construction and Safety Standards (24
CFR part 3280), and § 3285.301(d).
(c) All anchoring and foundation
systems must be capable of meeting the
loads required by part 3280, subpart D
of this chapter, that the home was
designed to withstand as shown on the
home’s data plate.
§ 3285.402
Ground anchor installations.
(a) Specifications for tie-down straps
and ground anchors. (1) Ground
anchors.
Ground anchors must be listed, zinccoated (0.30 oz/ft2 of surface area), and
be capable of resisting a minimum total
load capacity of 4725 lb and a working
load capacity of 3150 lb, unless reduced
capacities are noted in accordance with
note 11 of Table 1 of this section or note
12 of Tables 2 and 3 of this section. The
resistance capability of ground anchors
and anchoring equipment must be
determined by a registered professional
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21539
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 ×
0.035 in or larger zinc-coated (0.30 oz/
ft2 of surface area) steel strapping
conforming to ASTM D 3953–97,
Standard Specification for Strapping,
Flat Steel and Seals, 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. Slit or cut edges of coated
strapping need not be zinc coated.
(b) Number and location of ground
anchors. (1) Ground anchor and anchor
strap spacing for installation of singlesection and multi-section manufactured
homes must be consistent with the
appropriate spacing shown in Tables 1
through 3 of this section, and Figures A
and B of this section.
BILLING CODE 4210–27––P
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(2) Longitudinal anchoring.
Manufactured homes must be stabilized
against wind in the longitudinal
direction in all Wind Zones.
Manufactured homes located in Wind
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Zones 2 and 3 must have longitudinal
ground anchors installed on the ends of
the manufactured home transportable
section(s). A registered professional
engineer or registered architect must
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design alternative longitudinal
anchoring methods in accordance with
acceptable engineering practice.
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BILLING CODE 4210–27–C
(3) The requirements in
§ 3285.402(b)(1) 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 size
(length) must be for the listed soil class.
(ii) All ground anchors must be
installed in accordance with their listing
or certification and the ground anchor
manufacturer installation instructions;
stabilizer plates must zinc-coated (0.30
oz/ft2 of surface area) and installed as
required by the ground anchor listing or
certification.
(c) Each ground anchor must be
manufactured and provided with
21543
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.
TABLE 1.—MAXIMUM DIAGONAL TIEDOWN STRAP SPACING, WIND ZONE I
12/24 ft, 132 in. to 155 in. section(s) .................................................................................
14/28 ft, 156 in. to 179 in. section(s) .................................................................................
16/32 ft, 180 in. to 204 in. section(s) .................................................................................
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25
33
46
67
25
33
46
67
25
33
46
67
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
E:\FR\FM\26APP2.SGM
I-beam spacing
(82.5 in. max.)
I-beam spacing
(99.5 in. max.)
14 ft 2 in.
11 ft 9 in.
9 ft 1 in.
6 ft 6 in.
18 ft 2 in.
16 ft 1 in.
13 ft 3 in.
10 ft 0. in.
20 ft 7 in.
19 ft 0 in.
16 ft 5 in.
13 ft 1 in.
9 ft 9 in.
7 ft 8 in.
5 ft 8 in.
4 ft 0 in.
15 ft 11 in.
13 ft 6 in.
10 ft 8 in.
7 ft 9 in.
19 ft 5 in.
17 ft 5 in.
14 ft 7 in.
11 ft 3 in.
26APP2
EP26AP05.017
Max. height
from ground to
diagonal strap
attachment
Nominal floor width, single section/multi-section
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TABLE 1.—MAXIMUM DIAGONAL TIEDOWN STRAP SPACING, WIND ZONE I—Continued
Max. height
from ground to
diagonal strap
attachment
Nominal floor width, single section/multi-section
18 ft, 204 in. to 216 in. section(s) ......................................................................................
25
33
46
67
I-beam spacing
(99.5 in. max.)
22
21
19
15
in.
in.
in.
in.
I-beam spacing
(82.5 in. max.)
21
20
17
14
ft
ft
ft
ft
4
1
0
9
in.
in.
in.
in.
ft
ft
ft
ft
8
2
8
3
in.
in.
in.
in.
Notes:
1. Table based on maximum 90 in. sidewall height.
2. Table based on maximum 4 in. inset for ground anchor head from edge of floor or wall.
3. Table based on main rail (I-beam) spacing per given column.
4. Table based on maximum 4 in. eave width for single-section homes and maximum 12 in. for multi-section homes.
5. Table based on maximum 20-degree roof pitch (4.3/12).
6. Interpolation may be required for other heights from ground to strap attachment. The minimum height from the ground to the bottom of the
floor joist must be 18 in.
7. Additional tiedowns may be required per the home manufacturer instructions.
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 must be installed per 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.
11. A reduced ground anchor or strap working load capacity will require reduced tiedown strap and anchor spacing. Ground anchors must not
be spaced closer than the minimum spacing permitted by the listing or certification.
12. Table is based on a 3150 lb working load capacity, and straps must be placed within 2 ft of the ends of the home.
TABLE 2.—MAXIMUM DIAGONAL TIEDOWN STRAP SPACING, WIND ZONE II
Max. height
from ground
to diagonal
strap
attachment
Nominal floor width, single
section/multi-section
12 ft/24 ft, 132 in. to 155 in. section(s) ...........................................
14 ft/28 ft, 156 in. to 179 in. section(s) ...........................................
16 ft/32 ft, 180 in. to 204 in. section(s) ...........................................
18 ft, 204 in. to 216 in. section(s) ....................................................
25
33
46
67
25
33
46
67
25
33
46
67
25
33
46
67
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
Near beam method
I-beam spacing
82.5 in.
6 ft 2 in.
5 ft 2 in.
4 ft 0 in.
N/A
7 ft 7 in.
6 ft 10 in.
5 ft 7 in.
4 ft 3 in.
7 ft 9 in.
7 ft 6 in.
6 ft 9 in.
5 ft 4 in.
7 ft 10 in.
7 ft 8 in.
7 ft 4 in.
6 ft 3 in.
Second beam method
I-beam spacing
99.5 in.
4 ft 3 in.
N/A
N/A
N/A
6 ft 9 in.
5 ft 9 in.
4 ft 6 in.
NA
7 ft 10 in.
7 ft 2 in.
6 ft 0 in.
4 ft 7 in.
7 ft 9 in.
7 ft 8 in.
7 ft 0 in.
5 ft 8 in.
82.5 in.
7
7
6
6
7
7
7
6
7
7
7
6
7
7
7
6
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
6 in.
2 in.
9 in.
1 in.
8 in.
5 in.
0 in.
5 in.
10 in.
7 in.
2 in.
8 in.
11 in.
9 in.
4 in.
10 in.
99.5 in.
7
7
6
6
7
7
7
6
7
7
7
6
8
7
7
6
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
7 in.
4 in.
11 in.
3 in.
9 in.
6 in.
2 in.
7 in.
10 in.
8 in.
3 in.
9 in.
0 in.
9 in.
5 in.
11 in.
Notes:
1. Table based on maximum 90 in. sidewall height.
2. Table based on maximum 4 in. inset for ground anchor head from edge of floor or wall.
3. Tables based on main rail (I-beam) spacing per given column.
4. Table based on maximum 4 in. eave width for single-section homes and maximum 12 in. for multi-section homes.
5. Table based on maximum 20-degree roof pitch (4.3/12).
6. All manufactured homes designed to be located in Wind Zone II must have a vertical tie installed at each diagonal tie location.
7. Interpolation may be required for other heights from ground to strap attachment. The minimum height from the ground to the bottom of the
floor joist must be 18 in.
8. Additional tiedowns 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 must be installed 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 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.
12. A reduced ground anchor or strap working load capacity will require reduced tiedown strap and anchor spacing. Ground anchors must not
be spaced closer than the minimum spacing permitted by the listing or certification.
13. Table is based on a 3150 lb working load capacity, and straps must be placed within 2 ft of the ends of the home.
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TABLE 3.—MAXIMUM DIAGONAL TIEDOWN STRAP SPACING, WIND ZONE III
Max. height
from ground
to
diagonal
strap
attachment
Nominal floor width single section/multi-section
12 ft/24 ft 132 in. to 155 in. section(s) ............................................
14 ft/28 ft 156 in. to 179 in. section(s) ............................................
16 ft/32 ft 180 in. to 204 in. section(s) ............................................
18 ft 204 in. to 216 in. section(s) .....................................................
25
33
46
67
25
33
46
67
25
33
46
67
25
33
46
67
Near beam method
I-beam spacing
82.5 in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
in.
5 ft 1 in.
4 ft 3 in.
N/A
N/A
6 ft 2 in.
5 ft 8 in.
4 ft 8 in.
N/A
6 ft 4 in.
6 ft 1 in.
5 ft 7 in.
4 ft 5 in.
6 ft 2 in.
6 ft 1 in.
5 ft 11 in.
5 ft 2 in.
Second beam method
I-beam spacing
99.5 in.
N/A
N/A
N/A
N/A
5 ft 7 in.
4 ft 9 in.
N/A
N/A
6 ft 3 in.
5 ft 11 in.
5 ft 0 in.
N/A
6 ft 1 in.
6 ft 0 in.
5 ft 10 in.
4 ft 8 in.
82.5 in.
6
5
5
5
6
6
5
5
6
6
5
5
6
6
6
5
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
1 in.
10 in.
6 in.
0 in.
3 in.
0 in.
8 in.
2 in.
4 in.
2 in.
10 in.
5 in.
2 in.
1 in.
0 in.
7 in.
99.5 in.
6
6
5
5
6
6
5
5
6
6
5
5
6
6
5
5
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
2 in.
0 in.
8 in.
1 in.
4 in.
1 in.
9 in.
4 in.
3 in.
2 in.
11 in.
6 in.
1 in.
0 in.
11 in.
7 in.
Notes:
1. Table is based on maximum 90 in. sidewall height.
2. Table 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 based on maximum 4 in. eave width for single-section homes and maximum 12 in. for multi-section homes.
5. Table 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. Interpolation may be required for other heights from ground to strap attachment. The minimum height from the ground to the bottom of the
floor joist must be 18 in.
8. Additional tiedowns 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 must be installed 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 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.
12. A reduced ground anchor or strap working load capacity will require reduced tiedown strap and anchor spacing. Ground anchors must not
be spaced closer than the minimum spacing permitted by the listing or certification.
13. Table is based on a 3150 lb working load capacity, and straps must be placed within 2 ft of the ends of the home.
§ 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
Severe climatic conditions.
In frost-susceptible soil locations,
ground anchor augers must be installed
below the frost line, or frost protected as
designed by a registered professional
engineer or registered architect in
accordance with acceptable engineering
practice and § 3280.306 of this chapter.
§ 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
manufacture’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.
§ 3285.406
Flood hazard areas.
In flood hazard areas, the piers,
anchoring, and support systems must be
capable of resisting loads associated
with design flood and wind events
(Refer to § 3285.101).
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 prepared by
a registered professional engineer or
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registered architect in accordance with
acceptable engineering practice.
§ 3285.503
Optional appliances.
(a) Comfort cooling systems. When
not provided and installed by the home
manufacturer, comfort cooling systems
must be installed according to the
appliance manufacturer 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 (Refer to § 3280.714 of this
chapter).
(i) Energy efficiency. (A) For proper
operation and energy efficiency, siteinstalled central air conditioning
equipment must be sized to closely
match the home’s heat gain, following
Chapter 28 of the 1997 ASHRAE
Handbook of Fundamentals or ACCA
Manual J, Residential Cooling Load, 8th
edition. Information necessary to
calculate the home’s sensible heat gain
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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.
(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
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with the terms of its listing or
certification. Refer to § 3280.714 of this
chapter.
(3) Evaporative coolers. A roofmounted 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 (Refer to § 3280.714 of this
chapter).
(i) Any discharge grill must not be
closer than three feet from a smoke
alarm.
(ii) Before field installing a roof
mounted evaporative cooler, the
installer must ensure that the roof will
support the weight of the cooler.
(iii) A rigid base must be provided to
distribute the cooler weight over
multiple roof trusses to adequately
support the weight of the evaporative
cooler.
(b) Fireplace and wood-stove
chimneys and air inlets. Fireplace and
wood-stove chimneys and air inlets
must be listed for use with
manufactured homes and must be
installed in accordance with their
listings.
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(c) Appliance venting. (1) Heat
producing appliances must exhaust to
the exterior of the home.
(2) 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) Flood hazard areas. (1) Outside
appliances. Appliances installed on the
manufactured home site must be
anchored and elevated to or above the
same elevation as the lowest elevation
of the lowest floor of the home.
(2) Air inlets. Appliance air inlets
must be located at or above the same
elevation as the lowest elevation of the
lowest floor of the home.
(e) 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 the
figure to this section.
BILLING CODE 4210–27–P
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Skirting.
(a) Skirting, if used, must be of
weather-resistant materials.
(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
or 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.
§ 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 (ft2) for every 150 square feet
(ft2) of the home’s floor area. The total
area of ventilation openings may be
reduced to one square foot (ft2) for every
1,500 square feet (ft2) of the home’s floor
area where a uniform 6-mil
polyethylene sheet material or other
acceptable vapor retarder is installed
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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.
(c) 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 metal covering.
(e) Access opening(s) not less than 18
inches in any dimension and not less
than three square feet (ft2) in area must
be provided and must be located so that
any utility connections located under
the home are accessible.
(f) Dryer vents, air conditioning
condensation drains, and combustion
air inlets must pass through the skirting
to the outside.
Subpart G—Ductwork and Plumbing
and Fuel Supply Systems
§ 3285.601
Field assembly.
Home manufacturers must provide
specific written instructions for
installers on the proper field assembly
for any shipped loose duct, plumbing,
and fuel supply system parts, necessary
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to join all sections of the home and
designed to be located underneath the
home. The home manufacturer
installation instructions must be
designed in accordance with applicable
requirements of part 3280, subparts G
and H of this chapter, as specified
hereafter.
§ 3285.602
Utility connections.
Refer to § 3285.905 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
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
accessible shutoff valve must be
installed between the water supply and
the inlet.
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§ 3285.504
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(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 must be
designed accordance with the
requirements of § 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, under normal
occupancy.
(2) In areas subject to freezing or
subfreezing temperatures, exposed
sections of water supply piping, shutoff
(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.
Testing requirements must be consistent
with § 3280.612 of this chapter.
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valves, pressure reducers, and pipes in
water heater compartments must be
insulated or otherwise protected from
freezing, under normal occupancy.
(3) Use of pipe heating cable. Only
pipe heating cable listed for
manufactured home use is permitted to
be used and 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 completion at the site.
Testing requirements must be 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 both sections require
§ 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 10 inches
of water column [5.8 oz./in2 or 0.36 psi]
and not more than 14 inches of water
column [8 oz./in2 or 0.5 psi]. If gas from
any supply source exceeds, or could
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drainage system crossover connections
to join all sections of the home. The
crossover 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
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 the figure to this
section.
exceed this pressure, a regulator may be
installed as required by an 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 must be designed in
accordance with § 3280.705 of this
chapter.
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§ 3285.606
Ductwork connections.
(a) Crossovers. Multi-section homes
with ductwork in both sections require
crossover connections to join all
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sections of the home. As necessary for
the joining of all sections of the home,
metal plumber’s tape, galvanized metal
straps, or tape and mastics listed to UL
181 must be used around the duct collar
and secured tightly.
(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
galvanized sheet metal screws equally
spaced around the collar.
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(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 and
arranged under the floor to prevent
compression or kinking in any location,
as shown in Figures A and B of this
section. In-floor crossover ducts are
permitted in accordance with
§ 3285.606(g).
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(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.
Testing requirements must be consistent
with § 3280.705 of this chapter.
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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.
Subpart H—Electrical Systems and
Equipment
§ 3285.701
Electrical crossovers.
Multi-section homes with electric in
both sections require crossover
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connections to join all sections of the
home. The crossover must be designed
in accordance with 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
listings and part 3280, subpart I of this
chapter.
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(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 of this section, both
a fixture-grounding device and a fixturegrounding wire must be used. The
identified conductor must be the neutral
conductor.
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noncombustible ring, as shown in
Figures A and B of this section, must be
installed to completely cover the
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combustible surface exposed between
the fixture canopy and the wiring outlet
box.
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(b) Where lighting fixtures are
mounted on combustible surfaces such
as hardboard, a limited combustible or
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(c) Exterior lights. (1) The junction
box covers must be removed and wireto-wire connections must be made using
listed wire connectors.
(2) Connect wires black-to-black,
white-to-white, and equipment groundto-equipment ground.
(3) The wires must be pushed into the
box, and the lighting fixture must be
secured to the junction box.
(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.
(d) Ceiling fans. (1) Ceiling-suspended
(paddle) fans must be installed with the
trailing edges of the blades at least 6 feet
4 inches above the finished floor.
(2) The wiring must be connected in
accordance with the product
manufacturer installation instructions.
(e) Testing. (1) The electrical system
must be inspected and tested after
completion at the site. Testing
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requirements must be consistent with
§ 3280.810 of this chapter.
(2) After completion, 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.
§ 3285.703
Smoke alarms.
Smoke alarms must be functionally
tested in accordance with applicable
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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 § 3285.907 for considerations
pertinent to installation of telephone
and cable TV.
Subpart I—Exterior and Interior Close
Up
§ 3285.801
Exterior close-up.
(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
with exterior sealant (Refer to figure A
of this section).
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walls for transit must be completely
removed.
(d) Holes in the roof made in transit
or setup must be sealed with exterior
sealant.
(e) Mate-line gasket. The home
manufacturer must provide materials
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and designs for mate-line gaskets other
methods designed to resist the entry of
air, water, insects, and rodents at all
mate-line locations, exposed to the
exterior (Refer to Figure B of this
section).
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(b) Joints and seams. Where
appropriate, 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
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(f) Hinged roofs and eaves. Hinged
roofs and eaves must be completed
during installation so as to comply with
§§ 3280.305 and 3280.307 of this
chapter. However, some hinged roofs
may be subject to specific On-Site and/
or Alternative Construction
requirements issued separately by the
Secretary. Generally, hinged roof homes
are not subject to such special
requirements as long as:
(1) The homes are designed to be
located in Wind Zone 1, and
(2) The completed hinged roof pitch
is less than 7 on 12, and
(3) Fuel burning appliance flue
penetrations are not above the hinge.
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§ 3285.802 Structural interconnection of
multi-section homes.
(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.
(b) The interconnections must be
designed in accordance with § 3280.305
of this chapter to ensure a completely
integrated structure.
(c) Gaps between the structural
elements being interconnected along the
mate-line of multi-section homes must
not exceed 11⁄2 inches and must be
shimmed with dimensional lumber.
Where gaps exist and shims are
required, fastener lengths must be
increased to require adequate
penetration of the interconnection
fastener into the receiving member.
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§ 3285.803
Interior close-up.
(a) All shipping blocking, strapping,
or bracing must be removed from
appliances, windows, and doors.
(b) Only 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) At a minimum, all 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 one-inch
long staples or nails at 6 inches on
center panel edges and 12 inches on
center in the field (Refer to Figure to
§ 3285.803).
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§ 3285.804
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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.
(b) Any splits or tears must be
resealed with tape or patches
specifically designed for repairs of the
bottom board.
(c) Plumbing P-traps must be checked
to be sure they are well insulated and
covered.
(d) All edges of patches must be
taped.
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Subpart J—Recommendations for
Manufacturer Installation Instructions
§ 3285.901 Recommendations for
manufacturer installation instructions.
(a) The planning and permitting
processes as well as utility connection
requirements are outside of HUD’s
authority and may be governed by
LAHJs. Therefore, these Model
Installation Standards do not attempt to
comprehensively address such
requirements.
(b) Variations to manufacturer
installation instructions. When an
installer does not provide support and
anchorage in accordance with the
approved manufacturer installation
instructions or encounters site or other
conditions that prevent the use of the
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instructions, the installer must obtain
and use a design by a registered
professional engineer or registered
architect for the support and anchorage
of the manufactured home that uses the
design loads of the Manufactured Home
Construction and Safety Standards and
provisions for the specific site or other
conditions.
(c) Certain provisions must be
addressed by manufacturer installation
instructions in order to protect the
manufactured home as constructed in
accordance with the MHCSS.
Manufacturer installation instructions
must strongly recommend the following
cautions to installers that address the
provisions of this subpart.
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§ 3285.902
location.
Moving manufactured home to
The manufactured home is to be
moved to the site and placed on the site
when the site is prepared in accordance
with subpart C of this part and when the
utilities are available as required by the
LAHJ.
(a) Access for the transporter. Before
attempting to move a home, it must be
ensured that 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) Positioning the home. The home
must be installed and leveled by a
certified installer.
(c) Encroachments and setback
distances. LAHJ requirements regarding
encroachments in streets, yards, and
courts must be obeyed, and permissible
setback distances from property lines
and public roads must be met.
(d) Fire separation distances must be
in accordance with the more stringent
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requirements of the LAHJ or Chapter 6
of NFPA 501A.
registered architect as approved and
required by the LAHJ.
§ 3285.903 Permits, alterations, and onsite structures.
§ 3285.904
(a) Issuance of permits. All necessary
LAHJ permits must be obtained and all
fees must be paid.
(b) Alterations. Prior to alteration of a
home installation, the LAHJ must be
contacted to determine if plan approval
and permits are required.
(c) Installation of on-site structures.
(1) All buildings, structures, and
accessory structures must be designed to
support all of their own live and dead
loads.
(2) Fire separation distances must be
in accordance with the more stringent
requirements of the LAHJ or NFPA
501A.
(3) Any attached garage, carport, deck,
or porch must be installed according to
the home manufacturer installation
instructions or be designed by a
registered professional engineer or
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Drainage structures.
If acceptable to an LAHJ, ditches and
culverts may be used to drain surface
runoff. Such provisions are subject to all
requirements of an LAHJ and must be
included and considered in the overall
site preparation.
§ 3285.905
Utility system connections.
(a) Proper procedures. The LAHJ must
be consulted before connecting the
manufactured home to any utilities.
(b) Where required, only qualified
personnel familiar with local
requirements must be 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 elastomer
coupler acceptable to the LAHJ, as
shown in Figure to § 3285.905.
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(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.
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(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 startup procedures.
When required by an LAHJ, the installer
must perform the following procedures:
(i) One at a time, equipment shutoff
valves must be opened, pilot lights
when provided must be lit, and burners
and spark igniters for automatic ignition
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systems must be adjusted in accordance
with each appliance manufacturer
instructions.
(ii) The operation of the furnace and
water heater thermostats must be
checked.
§ 3285.906
Heating oil systems.
(a) Homes equipped with oil burning
furnaces must have their oil supply tank
and piping installed and tested on site
in accordance with in accordance with
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NFPA 31 or the more stringent
requirements of an LAHJ.
(b) The oil burning furnace
manufacturer instructions must be
consulted for pipe size and installation
procedures.
(c) All oil storage tanks and pipe
installations must meet all applicable
local regulations.
(d) Tank installation requirements. (1)
The tank must be located where it is
accessible to service and supply and
safe from fire and other hazards.
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(2) In flood hazard areas, the oil
storage tank must be anchored and
elevated to or above the design flood
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 must be checked
for leaks in the tank and supply piping
in accordance with NFPA 31 or more
stringent requirements of an LAHJ.
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§ 3285.907
21559
Telephone and cable TV.
Telephone and cable TV wiring are
not covered by these Installation
Standards and must be installed in
accordance with requirements of the
LAHJ.
Dated: March 18, 2005.
John C. Weicher,
Assistant Secretary for Housing—Federal
Housing Commissioner.
[FR Doc. 05–7497 Filed 4–25–05; 8:45 am]
BILLING CODE 4210–27–P
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Agencies
[Federal Register Volume 70, Number 79 (Tuesday, April 26, 2005)]
[Proposed Rules]
[Pages 21498-21559]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 05-7497]
[[Page 21497]]
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Part II
Department of Housing and Urban Development
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24 CFR Parts 3280 and 3285
Model Manufactured Home Installation Standards; Proposed Rule
Federal Register / Vol. 70, No. 79 / Tuesday, April 26, 2005 /
Proposed Rules
[[Page 21498]]
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DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
24 CFR Parts 3280 and 3285
[Docket No. FR-4928-P-01; HUD-2005-0006]
RIN 2502-AI25
Model Manufactured Home Installation Standards
AGENCY: Office of the Assistant Secretary for Housing--Federal Housing
Commissioner, HUD.
ACTION: Proposed rule.
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SUMMARY: This proposed rule would establish new Model Manufactured Home
Installation Standards (Model Installation Standards) for the
installation of new manufactured homes and would include 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 the Secretary 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
model installation standards and is in agreement with a significant
majority of the recommendations. Following discussion with the MHCC at
its August 2004 meeting, HUD provided the MHCC with a draft of this
proposed rule establishing the Model Installation Standards. During
three ensuing conference calls with the MHCC and its subcommittee on
installation, HUD received additional feedback and comment from the
MHCC and its members that were considered for inclusion in this
proposed rule.
Within this proposed rule, HUD is providing its proposed Model
Installation Standards, and a detailed summary of its recommended
changes to the MHCC's proposal. The proposed 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. HUD is
specifically requesting comment on proposed installation standards
applicable to completing work and conducting adequate inspections
necessary to join all sections of a multi-section manufactured home, as
well as many other areas of manufactured home installation that may
need consideration before final publication.
DATES: Comments Due Date: June 27, 2005.
ADDRESSES: Interested persons are invited to submit comments regarding
this rule to the Regulations Division, Office of General Counsel, Room
10276, Department of Housing and Urban Development, 451 Seventh Street,
SW., Washington, DC 20410-0500. Interested persons may also submit
comments electronically through either:
The Federal eRulemaking Portal at: https://
www.regulations.gov; or
The HUD electronic Web site at: https://www.epa.gov/
feddocket. Follow the link entitled ``View Open HUD Dockets.''
Commenters should follow the instructions provided on that site to
submit comments electronically. Facsimile (FAX) comments are not
acceptable. In all cases, communications must refer to the docket
number and title. All comments and communications submitted will be
available, without revision, for public inspection and copying between
8 a.m. and 5 p.m. weekdays at the above address. Copies are also
available for inspection and downloading at https://www.epa.gov/
feddocket.
FOR FURTHER INFORMATION CONTACT: William W. Matchneer III,
Administrator, Office of Manufactured Housing Programs, Room 9164,
Department of Housing and Urban Development, 451 Seventh Street, SW.,
Washington, DC 20410; telephone (202) 708-6401 (this is not a toll free
number). Persons with hearing or speech impairments may access this
number via TTY by calling the toll free Federal Information Relay
Service at 1-800-877-8389.
SUPPLEMENTARY INFORMATION:
I. Background
On December 27, 2000, the National Manufactured Housing
Construction and Safety Standards Act of 1974 (42 U.S.C. 5401-5426)
(the Act) was amended by the Manufactured Housing Improvement Act of
2000, which, among other things, provided for the creation of the
Manufactured Housing Consensus Committee (MHCC) and established new
requirements pertaining to the installation of new manufactured homes.
One of the provisions of the Act requires the Secretary to establish
Model Installation Standards for new manufactured homes. The Act also
gave the MHCC responsibility to develop and submit proposed model
manufactured home installation standards. The MHCC recommendations were
to be submitted to HUD not later than 18 months after the initial
appointment of all committee members. The MHCC held its first meeting
in August 2002 and began work on its installation standards
recommendations by reviewing the already developed consensus standard
National Fire Protection Agency (NFPA) 225, with draft updates
maintained by the National Fire Protection Association (NFPA) through
September 2002. Subsequently, the MHCC approved proposed installation
standards and submitted them to HUD on December 18, 2003. HUD reviewed
the recommendations and developed a draft proposed rule that was based
upon those recommendations. Following its review of the draft proposed
rule, the MHCC provided additional recommendations to HUD on September
3, 2004.
The complete MHCC recommendations relating to model manufactured
home installation standards, including the transmittal letter to HUD
and the MHCC's description of its installation standards development
assumptions and principles, can be found on the Web site maintained by
the NFPA, the administering organization for the MHCC, at https://
www.nfpa.org/PDF/MHCC FinalChangesInstallStd.pdf?src=nfpa.
At the MHCC's meeting on August 10, 2004, HUD presented orally and
in writing an overview of its initial response to the MHCC's
recommendations. The most significant change to the MHCC proposal
related to the removal of several MHCC-suggested installation standards
for on-site completion of multi-section homes, which HUD deemed to be
related to construction and assembly of the home rather than
installation. Upon evaluating further comments received from the MHCC,
and based upon its own review, HUD incorporated a majority of the
applicable ``close up'' standards proposed by the MHCC in this proposed
rule. HUD provided the MHCC with a draft of this proposed rule for
review and comment on August 19, 2004. During three ensuing conference
calls with the MHCC and its subcommittee on installation, HUD received
additional feedback and comment from the MHCC and its members that HUD
considered in preparing this proposed rule. In addition, HUD has added
several questions to the preamble seeking comment on issues where
consensus within the MHCC was not reached or regarding other issues on
which HUD would like targeted feedback.
As indicated, HUD has carefully reviewed the MHCC's recommended
[[Page 21499]]
model installation standards and is in agreement with a significant
majority of them. For the reasons set forth below in the Summary of
Changes to the MHCC Proposed Installation Standards, modifications were
made to some of the recommendations. The summaries of HUD's proposed
Model Installation Standards and changes to the MHCC's recommendations
include questions on which HUD seeks comment. The following is a
section-by-section discussion of the new Model Installation Standards
proposed by HUD.
I. Summary of HUD's Model Manufactured Home Installation Standards
HUD proposes to codify the Model Installation Standards in a new
part 3285 of title 24 of the Code of Federal Regulations (CFR). HUD has
chosen not to codify these installation standards as part of the
Construction and Safety Standards (24 CFR part 3280), to avoid
confusion between construction and installation and to assist in
assigning clear lines of responsibility among the parties involved for
construction versus installation issues. Moreover, the Act makes a
clear distinction between the Federal Manufactured Home Construction
and Safety Standards (MHCSS) and the Model Installation Standards.
Section 604 of the Act (42 U.S.C. 5403) sets forth specific provisions,
including preemption, which are applicable only to the MHCSS. The Act
sets forth provisions applicable only to manufactured home installation
and the Model Installation Standards in section 605 (42 U.S.C. 5404).
The proposed rule provides that, at a minimum, manufactured home
manufacturers must 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. In addition, States that desire to
operate an installation program must adopt installation standards that
provide protection that equals or exceeds the protections provided by
the Model Installation Standards.
HUD is soliciting comments on the distinction between standards for
the construction and assembly of manufactured homes and the standards
for the installation of manufactured homes established by this proposed
rule. Generally, HUD has in the past considered those activities that
are completed at the installation site to bring the home into
conformance with the MHCSS as being part of construction and covered by
the manufacturer's certification label. HUD has also considered as
being part of construction those activities that for a multi-wide home
are completed at the installation site, but for a singlewide home are
performed in the factory prior to labeling the home, as well as
activities required to finish the home at the installation site that
are presently covered by the Alternative Construction process. On the
other hand, HUD has considered installation to include the siting,
supporting, stabilizing, and anchoring of the home.
Based on HUD's further review and consideration of the
recommendations of the MHCC, HUD has included specified activities
necessary for the close up and joining of all sections of a multi-
section manufactured home as part of the Model Installation Standards.
Installers, not manufacturers, typically perform close up work. Under
the proposed rule, home purchasers generally would have to 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 are
manufactured in such a way that the sections do not fit together
properly. This is because close up activities would not be covered by
the manufacturer's notification and correction responsibilities for
construction defects standards under section 615 of the Act (42 U.S.C.
5414). However, including close up provisions in the Model Installation
Standards would also mean that, in accordance with the Act, a State
that operates an installation program in lieu of the HUD program will
have to provide for inspections that include close up work.
Under the current enforcement of the MHCSS, as well as State and
local enforcement of installations, inspection for close up activities
is generally not conducted by primary inspection agencies, States,
local authorities, or HUD. HUD and the MHCC are of the opinion that
improper close up is an area of significant concern for manufactured
housing, and believe that the Model Installation Standards provide an
opportunity to better address both close up and installation.
Therefore, the proposed rule would include close up activities in the
Model Installation Standards. Thus, close up work completed on site
would be inspected under regulations to establish an installation
program that will be published by HUD for public comment in a separate
rulemaking. While HUD recognizes that there may be reasons to include
close up activities as part of the MHCSS, the MHCC and HUD believe
there is a practical necessity to include these aspects as installation
standards, which would be inspected by States or HUD under installation
program requirements. HUD believes that the Model Installation
Standards as proposed, the additional requirement for inspection of
installation and close up work through HUD's future installation
program rule, and HUD's forthcoming dispute resolution regulation
(which will also be published separately for public comment in a future
rulemaking and would involve consumers, manufacturers, retailers, and
installers) will provide greater protections to the residents of
manufactured homes.
HUD would like to receive comments, in particular from installers,
retailers, and manufactured home owners, on the legal and practical
effect of these proposals. Since close-up consists of the work and
activities for completing the assembly of the home, is it consistent
with the rest of the Act to consider such work as construction and
therefore the responsibility of the manufacturer? Or is it too
difficult for manufacturers to control and monitor the close-up done by
installers so that it would be more appropriate to classify close up as
part of installation? Will consumers be adequately protected if close-
up is classified as part of installation?
HUD would also very much appreciate receiving comments from the
States and local governments on this subject. How do the States and
municipalities presently treat close up activities? Do their inspectors
review close up activities as part of installation inspections? If
there were requirements for inspection of close up work as part of
HUD's certification of a State installation program, would there be
difficulties with the expertise or work load of the State or local
inspectors with respect to close ups, such that State installation laws
could not be certified as covering inspection of close up work?
Finally, HUD is very interested in hearing from States concerning
whether the Model Installation Standards proposed in this rule would
work well with the present installation programs in the States.
Summary--Part 3285 Model Manufactured Home Installation Standards
Subpart A--General
Subpart A of the new part 3285 would include general provisions
relevant to
[[Page 21500]]
the overall use and applicability of the Model Installation Standards.
These general provisions include statements of the scope (Sec.
3285.1(a)) and applicability (Sec. 3285.1(b)). The Model Installation
Standards are applicable to the installation of new manufactured homes
and would include those specific aspects of a typical installation that
would be necessary to join all sections of a multi-section home. As a
result, these close-up and crossover aspects would not be considered
assembly under the Act's definition of ``manufactured home
construction.'' This means that installers, rather than manufacturers,
would be responsible for the great majority of problems relating to
those aspects of erecting a home.
States that choose to operate an installation program, as will be
addressed by HUD under separate provisions set forth in a subsequent
proposed rule, must implement installation standards that provide
protection that equals or exceeds the protection to the residents of
manufactured homes provided by these Model Installation Standards.
Qualifying States may choose to establish or permit more stringent
installation standards. However, States that do not establish standards
that provide a level of protection that meets or exceeds the level of
protection of these model provisions will not have qualifying programs.
In States that do not choose to operate an installation program,
HUD intends to regulate and enforce the installation of new
manufactured homes through a program to be established separately in a
subsequent rulemaking, using these Model Installation Standards for
minimum design and installation requirements. In these States, the
State or municipalities also may establish more stringent requirements,
so long as the requirements provide protection that equals or exceeds
the protection provided by the Model Installation Standards.
Under the proposed rule, manufacturers would be required to provide
installation instructions (Sec. 3285.2) with each new home that would
be approved by the DAPIAs as providing the residents protection that
equals or exceeds the protection provided by the Model Installation
Standards. The manufacturer's installation instructions must not take
the home out of compliance with the MHCSS (24 CFR part 3280), and must
provide adequate instructions to complete those limited aspects of the
installation that are necessary to join all sections of a multi-section
home. HUD intends home manufacturers to be responsible for adequate and
conforming installation instructions. However, through enforcement and
dispute resolution regulations yet to be published for comment,
installers or retailers would be accountable and responsible for work
completed at the installation site in accordance with the
manufacturers' instructions.
HUD is also providing, in subpart A, general requirements for
alterations completed during the initial installation that affect the
installation of the home (Sec. 3285.3). This section ensures that any
alterations will not adversely affect compliance with the Model
Installation Standards, and that any such alteration does not take the
home out of compliance with the MHCSS. The provision prohibits
alterations, as defined by 24 CFR 3282.7, from imposing additional
loads to the manufactured home or its foundation without following a
design by a registered engineer or registered architect, or express
inclusion in the manufacturer's approved installation instructions.
Consistent with other construction-type standards, HUD would
incorporate several specifications, standards and codes by reference
(Sec. 3285.4) pursuant to 5 U.S.C. 552(a) and 1 CFR part 51. 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 would prevail to the extent of the
inconsistency. Section 3285.5 provides definitions for terms contained
in the Model Installation Standards.
Subpart B--Pre-Installation Considerations
The majority of Subpart B would contain provisions for the
installation of new manufactured homes in flood hazard areas.
Consistent with current practice, the Model Installation Standards
would make the installer responsible to evaluate the prospective
installation site to determine if the location is in a flood hazard
area (Sec. 3285.101). If so located, the installer must refer to the
Federal Emergency Management Agency's National Flood Insurance Program
for specific requirements and further guidance relating to installation
in flood hazard areas.
Seismic safety has not been addressed in this proposed rule
primarily because seismic safety is not a required consideration in the
construction of manufactured homes under the preemptive Manufactured
Home Construction and Safety Standards (24 CFR part 3280). However, in
areas where seismic activity is a concern, some State and local
jurisdictions currently implement and enforce installation provisions
that address seismic safety. Because the Model Installation Standards
are minimum standards, these jurisdictions will continue to have full
authority to implement and enforce seismic safety considerations.
Should the Model Installation Standards attempt to set forth minimum
installation 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?
The Model Installation Standards would incorporate by reference the
design zone maps (Sec. 3285.102) provided in the MHCSS (24 CFR part
3280) to ensure that the design and construction of the home's
foundation and anchorage is compatible with the design and construction
of the manufactured home.
In addition, the proposed Model Installation Standards recognize
the need to evaluate other practical considerations for the
installation site (Sec. 3285.103) and obtain all permits necessary for
installation work, alterations, or other site-built structures (Sec.
3285.104). While HUD would not regulate these considerations, reference
to subpart J of this proposed rule is provided to establish
considerations for which a home manufacturer must provide caution to
the installer.
Subpart C--Site Preparation
Subpart C is to establish requirements for the preparation of the
site where a manufactured home would be installed and requires
assessment of the soil at the installation site to ensure proper design
and construction of the home's foundation and anchorage.
The Model Installation Standards would also provide for site
evaluation of the soil (Sec. 3285.201) and determination of soil
classification and bearing capacity (Sec. 3285.202) to ensure that a
particular foundation and anchorage design would be adequate for the
home design and location. The Model Installation Standards provide for
three general methods of determining the bearing capacity and
classification of the soil at the installation site. Soils may be
tested to determine the appropriate soil classification, bearing
capacity, and torque probe values, or the records on file with a local
authority having jurisdiction (LAHJ) may be used to determine these
soil characteristics. Alternately, if the soil can be identified
[[Page 21501]]
by type, a table is provided for use in determining appropriate bearing
capacity and soil classification including corresponding torque probe
values. The Model Installation Standards would require consultation
with a registered professional if unusual or suspect soil conditions
were present.
The proposed Model Installation Standards also include provisions
to ensure that surface water is adequately drained to prevent water
build-up under the home (Sec. 3285.203). The Model Installation
Standards would require a minimum one-half inch per foot slope away
from the home for the first ten feet, and require the home to be
protected from surface runoff. If the slope cannot be obtained for ten
feet due to property lines or other physical conditions, the site would
need to be provided with drainage that will carry surface runoff away
from the foundation. The standard would also require other runoff from
gutters and downspouts to be directed away from the home.
If the space under the home is enclosed with skirting or otherwise
similarly enclosed, the Model Installation Standards would require a
vapor retarder to keep ground moisture from entering the home (Sec.
3285.204). Arid regions with dry soil conditions, as well as areas
under open decks, porches, or recessed entries would be exempt from
vapor barrier requirements. The Model Installation Standards would also
provide for minimum vapor barrier material requirements and proper
installation techniques. The requirements for vapor barrier
installation permit minor voids and tears without repair. However, HUD
is concerned that the excessive voids and numerous tears 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?
Subpart D--Foundations
The Model Installation Standards would require foundations for
manufactured home installations to be based on site conditions, home
design features, and the loads the home was designed to withstand as
evidenced on the home's data plate (Sec. 3285.301). The Model
Installation Standards would provide prescriptive methods for
constructing a foundation composed of piers and footings traditionally
addressed by the manufacturer's installation instructions. While the
Model Installation Standards include tables to size piers and footings,
home manufacturers may elect to provide installation instructions that
are compatible with the homes and options designed and constructed in
their factories. However, the manufacturer's instructions must provide
protection to residents that equals or exceeds the protection provided
through the tables as based on assumptions outlined in table footnotes,
and the design loads for which the home was constructed. When a home's
design configuration differs from the design limitations noted in table
footnotes, manufacturers or design professionals must use the design
loads for which the home was constructed (based on the MHCSS) to design
adequate support and anchorage. Equivalent pier and footing
instructions, consistent with the presentation of data in the Model
Installation Standards, would require substantiation through
engineering design and analysis (Sec. 3285.301(b) and (c)).
HUD Questions: Is it clear in the proposed rule that the described
tables and charts for piers, footings, and anchor spacing are meant to
provide example requirements for homes that have characteristics
consistent with the respective design assumption footnotes? Is it clear
that variations to tables and charts may be achieved through other
installation methods or specifications and that the inclusion of
variations within the manufacturer's installation instructions is both
acceptable and may be required in order to assure continued compliance
of the home with the MHCSS? Do the Model Installation Standards provide
an adequate basis for preparing manufacturer's instructions that meet
the level of protection provided by the Model Installation Standards
when other installation methods are used? Do the Model Installation
Standards need to include clearer performance equivalents so that
alternative installation methods may be developed and subsequently
approved or certified by Design Approval Primary Inspection Agencies
(DAPIAs) or registered engineers or architects, as applicable? Can
manufacturers comply consistently with both the MHCSS and the Model
Installation Standards as proposed? Since the Model Installation
Standards are intended to provide requirements for manufacturers to
develop installation instructions, should the prescriptive provisions
found in the tables for pier and footing sizing and anchor spacing be
more appropriately placed in an appendix? Should the different
specifications included in approved manufacturer installation
instructions be required to be formatted to present pier, footer, and
anchor spacing consistent with the presentation of data in the tables
and charts of the Model Installation Standards?
The Model Installation Standards would also permit alternative
foundation design (Sec. 3285.301(d)). The alternative foundation
design and support requirements would be determined by a registered
professional engineer, registered architect, or nationally recognized
third party testing agency in accordance with a nationally recognized
testing protocol and must safely support the home as required by Sec.
3285.301. However, HUD is not aware of an existing nationally
recognized testing protocol or standard established to determine the
support capability of proprietary-type foundation systems. While the
proposed Model Installation Standards do refer to a national test
protocol, HUD is requesting comments on specific requirements that
should be considered and contained in such a protocol.
As determined from flood hazard evaluation required in Subpart B,
if the home is located wholly or partly in a flood hazard area, the
support system would need to be capable of resisting gravity loads as
well as design flood and wind loads (Sec. 3285.302).
Generally, the Model Installation Standards would require piers to
be capable of transmitting the vertical live and dead loads to the
footings or foundation below (Sec. 3285.303). Piers may be made of
concrete blocks, pressure-treated wood, or adjustable metal or concrete
piers. Piers, if manufactured, would be required to be listed (Sec.
3285.5) according to the intended use.
The load that each pier must carry depends on many variables. Such
variables include 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. Manufacturers' installation instructions would be
required to have pier and footing requirements that provide protection
to manufactured home residents that equals or exceeds the protection
provided by the design support configurations indicated in several
tables provided in (Sec. 3285.303(d)), based on certain design
assumptions noted in footnotes.
The tables were prepared based upon worst-case design assumptions
for current typical construction. However, the intended applicability
of the tables is outlined and limited by the footnotes to the tables.
It is HUD's intent that manufacturers or other parties may engineer and
develop other pier and footing sizes and spacings for homes with
characteristics that are outside of the design assumptions of the
tables,
[[Page 21502]]
provided that the engineered design provides protection to residents
that equals or exceeds the protection provided by the specific design
assumptions and specifications of the tables.
Table 3285.303(d)(1)(i) provides the model pier load and footing
requirements for manufactured homes that are designed to be supported
only at the frame and without additional perimeter support, except for
perimeter support required at openings. Table 3285.303(d)(1)(ii)
provides the model pier load and footing requirements for manufactured
homes that are designed for support both at the frame and at the
perimeter with support at specified spacings. Table 3285.303(d)(1)(iii)
provides the minimum pier load and footing requirements for ridge beam
column supports applicable to the mate-line of multi-section homes. For
opening spans between those specifically included in the table, pier
loads interpolated for the specific span may be used to design piers
and footings.
The Model Installation Standards (Sec. 3285.304) would also
provide for specific materials, dimensions, and illustrations that
establish the model design and construction requirements for concrete
block piers and pier caps. Pier caps would be designed for structural
loads to evenly distribute the loads across hollow block piers.
HUD recognizes that gaps occur between the bottom of the supported
beam and the foundation support system during typical installations.
The Model Installation Standards would provide material and thickness
requirements acceptable to fill these gaps. The Model Installation
Standards would also provide requirements (Sec. 3285.305) for
maintaining minimum clearances under homes.
The Model Installation Standards would provide minimum design
procedures for typical concrete block piers, single or double stacked,
including limitations and requirements for pier heights and block
orientation in Sec. 3285.306. The Model Installation Standards would
require design by the manufacturer or a registered professional
engineer or architect for unusual or special pier conditions, such as
high or elevated piers (Sec. Sec. 3285.306(c) and 3285.309).
The Model Installation Standards would also address requirements
for locating piers along the mate-line of multi-section homes. Figures
3285.310(a), 3285.310(b), and 3285.310(c) illustrate typical pier
locations including pier and footing table references, applicable to
mate-line locations and the appropriate support configuration.
The Model Installation Standards (Sec. 3285.311) would require
pier supports on both sides of side wall exterior doors and any other
side wall openings greater than 48 inches (such as entry and sliding
glass doors), and under porch posts, factory installed fireplaces, and
wood stoves. Additional or alternate perimeter supports would be
required in accordance with the design of the home, but would require
use of the appropriate pier load and footing configuration tables as
determined by the home manufacturer or a registered professional
engineer or architect.
The Model Installation Standards (Sec. 3285.312) would require
footings to support every pier. Footings would have to be placed on
undisturbed soil or fill compacted to 90 percent of maximum relative
density. Figures 3285.312(a) and 3285.312(b) illustrate typical footing
and pier (blocking) diagrams for single and multi-section homes.
Acceptable footing materials (Sec. 3285.312(a)) and specific
listing or labeling requirements would be required and identified, as
appropriate for each material. Footings placed in freezing climates
(Sec. 3285.312(b)) would be required to be placed below the frost line
depth unless a registered professional engineer or architect properly
designs an insulated foundation or slab-type foundation (Sec.
3285.312(b)) in accordance with a nationally recognized design standard
for frost-protected shallow foundations. The Model Installation
Standards do not contain provisions for reinforced cast-in-place
footings.
HUD Questions: When desired or required, should the Model
Installation Standards provide minimum steel reinforcement
specifications for cast-in-place footings? What information should the
Model Installation Standards include to adequately provide for the
design of such footings? Should the Model Installation Standards
incorporate nationally recognized consensus standards such as the
American Concrete Institute code 530, for masonry structures and
specifications?
The size of footings (Sec. 3285.312(c)) would depend on the load-
bearing capacity of both the piers and the soil bearing capacity. Table
3285.312(d) and Figure 3285.312(c) would provide footing configurations
and requirements for precast and poured-in-place concrete footings
corresponding to specified pier loads.
The Model Installation Standards would require support systems
designed to combine both load-bearing capacity and uplift resistance to
be designed and sized for all applicable design loads (Sec. 3285.313).
These standards would not apply to installations on site-built
permanent foundations when the manufacturer certifies the home in
accordance with Sec. 3282.12. Otherwise, designs for permanent
foundations (Sec. 3285.314) would also be permitted so long as designs
are obtained from the home manufacturer, or designed by a registered
professional engineer or registered architect. These designs may also
be subject to more stringent or supplementary local code requirements.
When permanent foundation designs are required, but not available from
the home manufacturer, a registered professional engineer, or
registered architect would need to prepare a permanent foundation
design that satisfies the home support and anchorage requirements for
the site and the loads for which the home was constructed.
Foundations for homes designed for and located in areas with roof
live loads greater than 40 psf, would be required to be designed by a
registered professional engineer or registered architect for the
special snow load conditions (Sec. 3285.316). The Model Installation
Standards would also recognize the use of ramadas in areas with roof
live loads greater than 40 pounds per square foot (psf), but would
require that any connection to the home be for weatherproofing only.
Subpart E--Anchorage Against Wind
Subpart E (Sec. Sec. 3285.401 and 3285.402) would provide
requirements for anchoring necessary to secure manufactured homes
against wind. The Model Installation Standards would require anchorage
for manufactured home installations to be based on site conditions,
home design features, and the loads the home was designed to withstand
as evidenced on the data plate.
Where applicable to the type of installation, the Model
Installation Standards would provide requirements for determining the
maximum spacing for anchoring assemblies, historically addressed by the
manufacturers installation instructions. The Model Installation
Standards would also permit alternative anchorage design as long as the
design is verified through engineering data and designed and certified
by a registered professional engineer or architect (Sec. 3285.401(b)),
based on the same process for pier and footer sizing.
[[Page 21503]]
The Model Installation Standards (Sec. 3285.402(a)) would contain
provisions for tie-down straps and anchor assemblies including ground
anchors for ground anchor type installations that would be consistent
with requirements in the MHCSS (24 CFR part 3280). The resistance
capability of anchor assemblies and anchoring equipment would be
determined by a registered professional engineer, registered architect,
or nationally recognized third party testing agency in accordance with
a nationally recognized testing protocol. The anchor assemblies would
be required to be installed in accordance with the listing and capacity
of the anchor assembly. However, HUD is not aware of an existing
nationally recognized testing protocol or standard established to
determine the resistance capability of anchor assemblies and anchoring
equipment to wind forces. While the proposed Model Installation
Standards refer to a national test protocol as recommended by the MHCC,
HUD is requesting comments on specific requirements that should be
considered and contained in such a protocol. HUD notes that the
development of a testing protocol for anchor assemblies is currently
under review by HUD and the MHCC's installation subcommittee.
When providing instructions or requirements for ground anchor type
installations, the number and location of ground anchors and anchor
straps (Sec. 3285.402(b)) for the installation of single section and
multi-section manufactured homes would be required to consistent with
the Tables 3285.402(c)(1) through 3285.402(c)(3), and Figures
3285.402(b)(1) and 3285.402(b)(2). However, the tables were based on
worst-case assumptions for current typical manufactured home
construction and may provide conservative spacing for different design
assumptions. The use of the tables would only be applicable under the
limitations provided in the footnotes. It is HUD's intent that
manufacturers or other parties may engineer and develop other anchor
spacing for homes with characteristics that are outside of the design
assumptions of the tables, provided that the engineered design provides
protection to residents of manufactured homes that equals or exceeds
the design load assumptions and protections provided by the tables when
applied to the specific home characteristics and the design loads for
which the home was constructed.
Table 3285.402(c)(1) would provide the maximum ground anchor
spacing for diagonal straps applicable to homes located in Wind Zone 1.
However, the spacing is dependent upon the size characteristics of the
home, the I-beam spacing, and the design capacity of the anchor
assembly. The table also contains the maximum height from the ground to
the strap attachment for each strap spacing, ensuring that the diagonal
strap angle achieves a nominal 45-degree angle. The table would only be
applicable under the limitations contained in the 12 footnotes.
Table 3285.402(c)(2) would provide the maximum ground anchor
spacing for diagonal straps applicable to homes located in Wind Zone 2.
Consistent with the MHCSS (Sec. 3280.306), the Model Installation
Standards would require a vertical strap at each diagonal strap in this
high wind area. However, the spacing is dependent upon the size
characteristics of the home, the I-beam spacing, and the design
capacity of the anchor assembly. The table contains the maximum height
from the ground to the strap attachment for each strap spacing,
ensuring that the diagonal strap angle achieves a nominal 45-degree
angle. The table would only be applicable under the limitations
contained in the 13 footnotes.
Table 3285.402(c)(3) would provide the maximum ground anchor
spacing for diagonal straps applicable to homes located in Wind Zone 3.
Consistent with the MHCSS (Sec. 3280.306), the Model Installation
Standards would require a vertical strap at each diagonal strap in this
high wind area. However, the spacing is dependent upon the size
characteristics of the home, the I-beam spacing, and the design
capacity of the anchor assembly. The table contains the maximum height
from the ground to the strap attachment for each strap spacing,
ensuring that the diagonal strap angle achieves a nominal 45-degree
angle. The table would only be applicable under the limitations
contained in the 13 footnotes.
In addition to regular tie down strapping and anchoring required
through the tables, HUD recognizes that manufacturers may provide other
straps at the factory that must be connected to an anchoring assembly
(Sec. 3285.403) to ensure proper anchorage of the home. Such straps
include mate-line straps, shear wall straps, and over-the-roof straps.
When provided by the home manufacturer, these straps must be connected
to an anchor assembly.
The Model Installation Standards would provide general requirements
(Sec. 3285.404) for the installation of ground anchors in freezing
climates and would require that anchorage for homes located within
1,500 feet of a Wind Zone 2 or 3 coastline be specifically included in
the home manufacturer's installation instructions. Where site or other
conditions prohibit the use of the manufacturer's design, the anchorage
must be designed by a registered professional engineer or registered
architect (Sec. 3282.405) for the special wind and site or other
conditions.
Subpart F--Optional Features
Subpart F would provide model requirements applicable to the
installation of optional features not otherwise covered by the Model
Installation Standards, but which could affect the home's compliance
with the Model Installation Standards or the MHCSS. Where applicable
and specific to the home and product manufacturer, optional features
such as expanding rooms (Sec. 3285.502) and some appliances (Sec.
3285.503) would be permitted to be installed at the installation site
provided all items are installed in accordance with the home and/or
product manufacturer installation instructions as Home Installation
Manual Supplements (Sec. 3285.501).
Optional appliances (Sec. 3285.503) would be required to be listed
(Sec. 3285.5) or certified for the intended use and must be installed
according to the appliance manufacturer installation instructions.
The Model Installation Standards would require heat-producing
appliances to exhaust to the exterior of the home, beyond perimeter
skirting if installed (Sec. 3285.503(c)). This Subpart would also
provide minimum appliance elevation and anchoring requirements for
homes installed in flood hazard areas (Sec. 3285.503(d)).
Specifically, appliances would be required to be anchored, and
appliances and air inlets elevated at or above the same elevation as
the lowest elevation of the lowest floor of the home.
Clothes dryer exhaust duct systems (Sec. 3285.503(e)) would be
required to conform with and be completed in accordance with the
appliance manufacturer instructions and the MHCSS (Sec. 3280.708).
HUD's Model Installation Standards would contain provisions for the
use of optional skirting (Sec. 3285.504) and corresponding crawlspace
ventilation (Sec. 3285.505) required when a perimeter enclosure is
installed. The ventilation requirements are consistent with
requirements for crawlspace ventilation of other structures built to
model building codes, and would require ventilation of 1 square foot of
ventilation for every 150 square feet of floor area. The ventilation
may be decreased to 1 square foot of ventilation for every 1,500 square
feet of floor area when an acceptable vapor barrier is
[[Page 21504]]
installed according to requirements in Subpart C. Other minimum
requirements would provide for location of vent openings and covers for
vent openings.
Subpart G--Ductwork and Plumbing and Fuel Supply Systems
Subpart G would provide requirements applicable to the completion
and installation of ductwork and water, drainage, and fuel supply
systems. The provisions of subpart G are necessarily limited in scope
and content, but are required to ensure that the manufactured home is
not taken out of compliance with the MHCSS after installation is
completed. The connections of the systems to utilities are located in
subpart J of the proposed rule.
Work related to completion of these systems at the installation
site is deemed to be installation work so long as the work is limited
only to that necessary to join sections of a multi-section home.
However, the home manufacturer consistent with the existing
requirements of the MHCSS must design instructions for completion of
this work.
Home manufacturers would be required to provide specific written
instructions on the proper assembly for ship loose plumbing, duct, and
fuel supply systems that are necessary to join all sections of a multi-
section home (Sec. 3285.601). The home manufacturer must design
instructions to ensure that the systems, upon completion, will conform
to the requirements of the MHCSS and the Model Installation Standards.
The Model Installation Standards would require water line
crossovers (Sec. 3285.603) for multi-section homes to be designed in
accordance with provisions of the MHCSS (Sec. 3280.609). In addition,
the Model Installation Standards would establish requirements for water
supply inlet pressure consistent with the MHCSS, and establish a
requirement for a mandatory shut-off valve. The Model Installation
Standards would also require that water lines exposed to freezing
temperatures be protected from freezing in accordance with requirements
already established by the MHCSS (Sec. 3280.603). The water system
would also need to be tested for leaks after completion at the
installation site with testing requirements consistent with the MHCSS
(Sec. 3280.612).
The Model Installation Standards would require drainage crossovers
(Sec. 3285.604) for multi-section homes to be designed in accordance
with provisions of the MHCSS (Sec. 3280.610). In addition, the Model
Installation Standards would establish requirements for proper drainage
line support and slope, also consistent with the requirements of the
MHCSS (Sec. 3280.608). The drainage system would also need to be
tested for leaks after completion at the installation site with testing
requirements consistent with the MHCSS (Sec. 3280.612).
The Model Installation Standards would require fuel supply
crossovers (Sec. 3285.605) for multi-section homes to be designed in
accordance with provisions of the MHCSS (Sec. 3280.705). In addition,
the Model Installation Standards would establish requirements for
proper fuel supply pressure, consistent with the MHCSS and a
requirement for a mandatory shut-off valve. The fuel supply system
would also need to be tested for leaks after completion at the
installation site with testing requirements consistent with the MHCSS
(Sec. 3280.705).
Subpart G would also provide requirements for duct crossovers and
the materials to be used in completing the crossover connections (Sec.
3285.606). Typical duct crossover designs are illustrated in figures
and are consistent with current manufacturer installation instructions.
However, other types of duct crossovers would be permitted so long as
the crossover is adequately insulated and properly designed for the
application.
Subpart H--Electrical Systems and Equipment
The Model Installation Standards would require instructions for
completing electrical crossovers (Sec. 3285.701) to be designed
consistent with subpart I of the MHCSS. The Model Installation
Standards would also provide specific requirements for the installation
of certain lights and fixtures, including chain-hung interior lights,
exterior lights and ceiling suspended paddle fans.
Subpart H would also contain testing requirements for electrical
continuity, operation, and electrical polarity after completion of the
electrical system at the installation site. Testing requirements would
include functionally testing smoke alarms after completion of the home
(Sec. 3285.703).
There may be information currently addressed by manufacturer
installation instructions that has not been evaluated by the MHCC or
reviewed for inclusion in the Model Installation Standards. Such issues
as multi-section frame bonding, panel box grounding, and electrical
feeder requirements may need further consideration. Therefore, HUD
specifically invites public comment on the substance of this Subpart H
and other related issues that should or should not be addressed.
Subpart I--Exterior and Interior Close Up
Subpart I would establish Model Installation Standards applicable
to work related to the joining of all sections of a multi-section home.
Section 3285.801 would establish provisions for close up of the
exterior of the home and would include exterior siding and roofing.
Exterior products would be required to be installed in accordance with
the product manufacturer's installation instructions and fastened in
accordance with manufacturer designs consistent with the MHCSS
(Sec. Sec. 3280.305 and 3280.307). The Model Installation Standards
also address completion of an air seal gasket around the mate-line of
multi-section homes to prevent the infiltration of air, water, insects,
and vermin. The Model Installation Standards would also contain
reference to hinged roofs and eaves. Under this proposed rule,
unpenetrated, low-slope hinged roofs would be covered by the
requirements for installation instructions and exterior close-up work.
Other, more complex hinged roofs would continue to be subject to
requirements established under the MHCSS. The Department addressed
those requirements in a draft rule on on-site construction that it
submitted to the MHCC for its prepublication review. Should the Model
Installation Standards retain the proposed distinction (Sec.
3285.801(f)) for certain hinged roofs that would permit completion of
those roofs under the Federal installation program as part of exterior
close-up? Or should all hinged roofs, regardless of roof slope,
location, or penetration, be uniformly treated as construction of the
roof assembly of the home and therefore subject to requirements related
to the MHCSS? However, hinged roofs may be subject to Alternative
Construction or other requirements to be outlined in an on-site
construction rule to be published for comment separately by HUD.
The Model Installation Standards would provide requirements
relating to the structural interconnection of multi-section homes
(Sec. 3285.802). These provisions would include requirements to
maintain the structural integrity of the home and would establish
requirements for gaps that may occur at the mate-line upon
installation.
The Model Installation Standards would also provide requirements
for the interior finishing of certain aspects of the home that would
not be completed at the factory due to transportation
[[Page 21505]]
limitations or possible transit damage (Sec. 3285.803). Section
3285.804 would provide for repair of bottom board material that may be
disturbed during the installation process.
Subpart J--Recommendations for Manufacturer's Installation Instructions
Generally, moving manufactured homes and completing work at the
site with respect to utility connections are subject to LAHJ
requirements. Therefore, the proposed Model Installation Standards do
not attempt to comprehensively address transport, permits, and utility
connection requirements. However, several related provisions are
included in subpart J as recommendations for manufacturers to include
in their installation instructions in order to protect manufactured
homes as constructed in accordance with the MHCSS (Sec. 3285.901).
Specifically, Subpart J would provide recommendations for
manufacturers to provide instructions related to moving the
manufactured home to the installation site (Sec. 3285.902), fire
separation, construction of on-site structures (Sec. 3285.903),
provisions for culverts and ditches (Sec. 3285.904), connection of the
drainage system to the sewer system (Sec. 3285.905), as well as
installation instructions for fuel system orifices and regulators and
gas appliance startup procedures.
Subpart J would also address heating oil systems and tank
installation (Sec. 3285.906), recommending that work be completed in
accordance with the more stringent requirements of the LAHJ or the
nationally recognized consensus standard NFPA 31.
II. Summary of Changes to MHCC Proposed Installation Standards
In general, HUD's Model Installation Standards incorporate the vast
majority of the MHCC's proposed installation standards but would amend
the MHCC proposal for consistency with format and numbering of
regulations published in the Code of Federal Regulations. HUD's Model
Installation Standards would also delete all references to SI (metric)
units because they were not consistently and comprehensively identified
within the MHCC recommendations and have not been adopted by HUD in all
other standards publications.
In instances of other modification, HUD made a good-faith attempt
to retain the intent and text of the installation standards provided by
the MHCC. However, editorial changes have been made in the text for
consistency with formatting of Federal Register documents, or for
clarification purposes. In most areas where a change is being
recommended for editorial or clarification purposes, it is not
described with an associated rationale. In some instances, HUD
recommends new or revised Model Installation Standards to replace the
MHCC's proposed installation standards. These instances are fully
described. HUD summarizes its changes to the MHCC proposal by grouping
the changes into the following general categories:
Consistency--HUD modified certain installation standards
proposed by the MHCC to retain consistency with the Act, other sections
of the Model Installation Standards, the MHCSS (24 CFR part 3280) and
the Manufactured Home Procedural and Enforcement Regulations (24 CFR
part 3282). Some changes for consistency would require a companion
change to part 3280 and are identified appropriately.
Relocate--HUD relocated certain sections or portions of
text within the document while attempting to preserve the MHCC's
installation standards and intent.
Authority--HUD revised or deleted certain sections of the
MHCC's proposed installation standards because the proposed
installation standard was not within the scope of HUD's authority, or
in the opinion of HUD, is an aspect of home installation best retained
by the States for regulation through an LAHJ. In some instances, HUD
retained such provisions in the Model Installation Standards but moved
them from the MHCC proposed location and placed them in a section
containing recommendations for inclusion in manufacturer installation
instructions.
Construction--HUD also modified certain MHCC-proposed
installation standards that address completion of some aspects of the
manufactured home at the site. HUD removed certain of these provisions,
as they would be regulated under Alternative Construction requirements
or other requirements for site completion to be published separately by
HUD based upon consultation with the MHCC.
Procedural--HUD revised or otherwise modified certain
provisions because they did not establish standards but rather provided
procedural direction. HUD will further consider these provisions in its
future development of the Federal Installation Program regulations.
Technical--HUD modified other provisions of the MHCC's
proposed installation standards due to differences that are technical
in nature.
Subpart A--General
Subpart A incorporates portions of chapters 1, 2, 3, and 4 of the
MHCC's proposed installation standards. Subpart A sets forth provisions
for administration, referenced publications, and definitions of terms
used throughout the document. However, HUD has made certain
modifications to the MHCC's proposal as outlined below.
Administration Sec. 3285.1
Scope (Relocate, Technical)--HUD revised the scope of the Model
Installation Standards from that proposed by the MHCC to emphasize
certain parameters relating to the use and requirements of the document
within the envisioned Federal installation program. The scope statement
submitted by the MHCC provided direction on the use of manufacturer
installation instructions but did not provide information relating to
the use of the Model Installation Standards in the more general context
of HUD's installation program which will be established by separate
rulemaking. Therefore, HUD modified the scope of the document to
emphasize the following:
The Model Installation Standards, as enforced under the
Federal manufactured home installation program, would be applicable
only to the first or initial installation of new manufactured homes.
The use of these standards for any other manufactured home installation
would be subject to State or local law.
HUD has proposed a distinction between construction and
installation work for the purposes of this proposed rule.
Traditionally, work necessary to join the sections of a multi-section
home has not been fully enforced by HUD or State or local agencies as
part of the construction and assembly process or the installation
process. Through this proposed rule, HUD would continue to recognize
the current practice that installers accomplish certain work, limited
to the joining of sections, as installation work completed at the
installation site because of the impracticality of completing the work
at the factory. However, home manufacturers would be accountable and
responsible to furnish with each new home, adequate instruction on the
completion of these joining and crossover aspects. The installer or
retailer would be accountable and responsible to complete the work in
accordance with the instructions provided and/or instructions developed
by registered professional engineers or
[[Page 21506]]
architects in instances indicated in the Model Installation Standards.
HUD has also added language that outlines the use of the
Model Installation Standards in both States that choose to operate
their own installation programs as well as the intended use of the
document in States that do not choose to operate an installation
program.
The MHCC's language relating to manufacturer installation
instructions has been preserved and relocated with modification, at
Sec. 3285.2.
Applicability (Consistency, Technical)--HUD accepted the intent of
the MHCC's proposal for applicability of the Model Installation
Standards. However, HUD modified the MHCC's proposed applicability
sections to simplify the requirements for convenience and clarity. In
summary, the Model Installation Standards would apply only to new
manufactured homes produced under the Federal Manufactured Housing
Program (24 CFR part 3280 and 24 CFR part 3282). As provided by section
604(f) of the Act (42 U.S.C. 5403(f)), the installation standards do
not apply to homes installed on site-built permanent foundations when
the manufacturer certifies the home in accordance with Sec. 3282.12.
Exclusions and other restrictions proposed by the MHCC were not deemed
necessary by HUD, and therefore have been omitted.
Installation of Manufactured Homes in Flood Hazard Areas
(Relocate--Sec. 3285.101)--HUD accepted the MHCC's recommended
provisions relating to home installation in flood hazard areas.
However, HUD relocated the requirements for flood hazard areas, with
minimal revisions, to Subpart B for inclusion as a pre-installation
consideration.
Manufacturer Installation Instructions Sec. 3285.2 (New Section--
Technical, Consistency)--HUD accepted the intent of the MHCC in its
proposed scope language and definition of manufacturers instructions.
However, section 605(a) of the Act (42 U.S.C. 5404(a)) contains
specific provisions for installation design and instructions.
Therefore, HUD established a new section in the Model Installation
Standards requiring manufacturer installation instructions be provided
with each new home. Manufacturer installation instructions, as set
forth in section 605(a) of the Act, must meet or exceed the protection
provided under the Model Installation Standards and would need to
address, at a minimum, the requirements of the Model Installation
Standards.
HUD preserved a majority of the language and intent provided the
MHCC in its scope statement, and supplements the language provided by
the MHCC in its definition of installation instructions. HUD also
modified this section to provide that the manufacturer's installation
instructions must not take the home out of compliance with 24 CFR part
3280.
HUD invites comment concerning whether manufacturer installation
instructions should provide that when general site conditions are not
covered by the installation instructions, a professional engineer or
registered architect must be consulted.
Term Use (Consistency)--HUD did not accept this MHCC proposal
because the Model Installation Standards are applicable only to
manufactured homes as fully described in the Applicability section
(Sec. 3285.1(d)).
Alterations During Initial Installation Sec. 3285.3 (New Section--
Technical, Relocate)--HUD's Model Installation Standards include a
section to address alterations made during the initial installation of
a new manufactured home that affect the installation of the home. The
Federal installation program would provide for design and inspection
authority for modifications to a home or foundation only when the
alteration affects the requirements of the Model Installation Standards
or the MHCSS. State or local authority would have design and inspection
authority for other alterations.
HUD acknowledges that there are questions in delineating State or
local authority from Federal jurisdiction in instances related to
alterations during initial installations, such as for patio roofs,
decks, entry stairs, etc. HUD specifically invites comment as to how
alterations made to manufactured homes that affect the installation or
designed foundation during the initial installation should be enforced
and codified.
Referenced Publications Sec. 3285.4 (Consistency, Technical)--HUD
accepted the vast majority of referenced publications provided by the
MHCC. However, HUD modified the order and sequence of certain standards
incorporated by reference and is adding to or did not include some
standards included in the MHCC proposal as follows:
ACCA Manual J: HUD added this reference standard in Subpart F
because it is a nationally recognized standard for sizing air
conditioning equipment and is currently utilized and accepted by all
parties for this purpose.
ASTM D1586: HUD added this nationally recognized consensus standard
as a method of determining soil characteristics consistent with the
current work of the MHCC's ground anchor task force.
ASTM D2487: HUD added this nationally recognized consensus standard
as a method of determining soil classification consistent with the
current work of the MHCC's ground anchor task force.
ASTM D2488: HUD added this nationally recognized consensus standard
as a method of determining soil classification consistent with the
current work of the MHCC's ground