UFC 1-200-01 (2018) DoD Building Code

UFC 1-200-01
20 June 2016
Change 2, 01 Nov 2018
UNIFIED FACILITIES CRITERIA (UFC)
DoD BUILDING CODE

(GENERAL BUILDING
REQUIREMENTS)
APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED

UFC 1-200-01
20 June 2016
DoD BUILDING CODE (GENERAL BUILDING REQUIREMENTS)
Any copyrighted material included in this UFC is identified at its point of use.
Use of the copyrighted material apart from this UFC must have the permission of the
copyright holder.
U.S. ARMY CORPS OF ENGINEERS
NAVAL FACILITIES ENGINEERING COMMAND (Preparing Activity)
AIR FORCE CIVIL ENGINEER CENTER
Record of Changes (changes are indicated by \1\ … /1/)

Change No. Date Location
1 01 Feb 2018 Revised sections 3-3.1 (new Core UFC), 3-6.5, and
Appendix A to include cybersecurity requirements.
Miscellaneous ccrs.
Added sentence to 2-18, 2.2 to clarify entrance
elevations.
2 01 Nov 2018 Added Environmental Severity Classification and
humidity design requirements and provided corrosion
prevention requirements in 3-6.6 (and sub-sections) and
Appendix B.
This UFC supersedes UFC 1-200-01, dated 1 July 2013, including change 3,
implemented 1 August 2015.
UFC 1-200-01
20 June 2016
FOREWORD
The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides
planning, design, construction, sustainment, restoration, and modernization criteria, and applies
to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance
with USD (AT&L) Memorandum dated 29 May 2002. UFC will be used for all DoD projects and
work for other customers where appropriate. All construction outside of the United States is also
governed by Status of Forces Agreements (SOFA), Host Nation Funded Construction
Agreements (HNFA), and in some instances, Bilateral Infrastructure Agreements (BIA.)
Therefore, the acquisition team must ensure compliance with the most stringent of the UFC, the
SOFA, the HNFA, and the BIA, as applicable.
UFC are living documents and will be periodically reviewed, updated, and made available to
users as part of the Services’ responsibility for providing technical criteria for military
construction. Headquarters, U.S. Army Corps of Engineers (HQUSACE), Naval Facilities
Engineering Command (NAVFAC), and Air Force Civil Engineer Center (AFCEC) are
responsible for administration of the UFC system. Defense agencies should contact the
preparing service for document interpretation and improvements. Technical content of UFC is
the responsibility of the cognizant DoD working group. Recommended changes with supporting
rationale should be sent to the respective service proponent office by the following electronic
form: Criteria Change Request. The form is also accessible from the Internet sites listed below.
UFC are effective upon issuance and are distributed only in electronic media from the following
source:
• Whole Building Design Guide web site http://dod.wbdg.org/.
Hard copies of UFC printed from electronic media should be checked against the current
electronic version prior to use to ensure that they are current.
AUTHORIZED BY:
JAMES C. DALTON, P.E. JOSEPH E. GOTT, P.E.

Chief, Engineering and Construction Chief Engineer
U.S. Army Corps of Engineers Naval Facilities Engineering Command
EDWIN H. OSHIBA, SES, DAF MICHAEL McANDREW

Deputy Director of Civil Engineers DASD (Facilities Investment and Management)
DCS/Logistics, Engineering & Office of the Assistant Secretary of Defense
Force Protection (Energy, Installations, and Environment)
UFC 1-200-01
20 June 2016
SUMMARY SHEET
Document: UFC 1-200-01, DoD BUILDING CODE (GENERAL BUILDING

REQUIREMENTS), dated 1 April 2016.
Superseding: UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, dated 1 July

2013 with Change 3 dated 1 August 2015.
Description: This update to UFC 1-200-01 represents the Tri-Services effort to bring
uniformity to the military use of non-government model building codes. Technical
representatives of each of the three Services developed requirements in this document
to implement the use of the 2015 International Building Code (IBC) consistent with the
scope of current military requirements and procedures. This revision of UFC 1-200-01
contains modifications in the following areas:
• DoD criteria guidance approved as late as 6 October 2015 has been cited.
Reasons for Document: The existing guidance was inadequate for the following
reasons:
• This document replaces the 2012 IBC with the use of the 2015 IBC revised and
replaced in 2015 by the International Code Council.
Impact: The following direct benefits will result from the update of UFC 1-200-01:
• Creation of a single source reference for the latest building code.
• This document reduces interpretation and ambiguity that could lead to design
and construction conflicts.
• Cost of DoD facilities are not expected to increase as a result of this revision.
Non-Unified Items: This document contains no-non-unified items.
.
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TABLE OF CONTENTS
CHAPTER 1 INTRODUCTION ....................................................................................... 1
1-1 PURPOSE AND SCOPE. .......................................................................... 1
1-2 APPLICABILITY. ....................................................................................... 1
1-3 LEVELS OF CONSTRUCTION. ................................................................ 1
1-3.1 Permanent Construction. ....................................................................... 1
1-3.2 Semi-permanent Construction. .............................................................. 1
1-3.3 Temporary Construction. ....................................................................... 1
1-4 BUILDING CODES AND MILITARY MODIFICATIONS............................ 2
1-4.1 Building Codes....................................................................................... 2
1-4.2 Referenced Codes and Substitutions. ................................................... 2
1-5 IMPLEMENTATION, ADMINISTRATION, AND ENFORCEMENT. .......... 3
1-6 UFC HIERARCHY. .................................................................................... 3
1-7 FACILITIES IN SUPPORT OF MILITARY OPERATIONS. ....................... 4
1-7.1 UFC 1-201-01. ....................................................................................... 4
1-7.2 UFC 1-201-02. ....................................................................................... 4
1-7.3 UFC 1-202-01. ....................................................................................... 4
1-8 REFERENCES AND DATES OF PUBLICATION. .................................... 4
CHAPTER 2 MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE (IBC) ... 5
2-1 CHAPTER 1 – SCOPE AND ADMINISTRATION. .................................... 5
2-2 CHAPTER 2 – DEFINITIONS. ................................................................... 5
2-3 CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION. .................. 5
2-4 CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE
AND OCCUPANCY................................................................................. 5
2-5 CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS. ............... 5
2-6 CHAPTER 6 – TYPES OF CONSTRUCTION. .......................................... 5
2-7 CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES. .............. 6
2-8 CHAPTER 8 – INTERIOR FINISHES. ....................................................... 6
2-9 CHAPTER 9 – FIRE PROTECTION SYSTEMS. ....................................... 6
2-10 CHAPTER 10 – MEANS OF EGRESS. ..................................................... 6
2-11 CHAPTER 11 – ACCESSIBILITY. ............................................................ 6
2-12 CHAPTER 12 – INTERIOR ENVIRONMENT. ........................................... 6
2-13 CHAPTER 13 – ENERGY EFFICIENCY. .................................................. 7
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2-14 CHAPTER 14 – EXTERIOR WALLS......................................................... 7
2-15 CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES. 7
2-16 CHAPTER 16 – STRUCTURAL DESIGN. ................................................ 7
2-17 CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS........................... 8
2-18 CHAPTER 18 – SOILS AND FOUNDATIONS. ......................................... 8
2-19 CHAPTER 19 – CONCRETE. ................................................................... 8
2-20 CHAPTER 20 – ALUMINUM. .................................................................... 8
2-21 CHAPTER 21 – MASONRY. ..................................................................... 9
2-22 CHAPTER 22 – STEEL. ............................................................................ 9
2-23 CHAPTER 23 – WOOD. ............................................................................ 9
2-24 CHAPTER 24 – GLASS AND GLAZING. ................................................. 9
2-25 CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND
PLASTER. ............................................................................................... 9
2-26 CHAPTER 26 – PLASTIC. ...................................................................... 10
2-27 CHAPTER 27 – ELECTRICAL. ............................................................... 10
2-28 CHAPTER 28 – MECHANICAL SYSTEMS. ........................................... 11
2-29 CHAPTER 29 – PLUMBING SYSTEMS. ................................................ 11
2-30 CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS. .............. 11
2-31 CHAPTER 31 – SPECIAL CONSTRUCTION. ........................................ 11
2-32 CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-
WAY. ..................................................................................................... 12
2-33 CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION. ................ 12
2-34 CHAPTER 34 – RESERVED. .................................................................. 12
2-35 CHAPTER 35 – REFERENCED STANDARDS. ..................................... 12
2-36 APPENDICES. ........................................................................................ 12
CHAPTER 3 OTHER CRITERIA .................................................................................. 13
3-1 GENERAL. .............................................................................................. 13
3-2 HIGHER AUTHORITY MANDATES. ....................................................... 13
3-2.1 Vending Facilities for the Blind............................................................. 13
3-2.2 Nursing Mothers in Federal Employment. ............................................ 13
3-3 UNIFIED FACILITY CRITERIA (UFC). .................................................... 13
3-3.1 Core UFC............................................................................................. 14
3-3.2 Other UFC. .......................................................................................... 15
3-4 FACILITY CRITERIA (FC). ...................................................................... 15
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3-5 SPECIFICATION REQUIREMENTS. ...................................................... 15
3-6 OTHER MILITARY CRITERIA. ............................................................... 15
3-6.1 Explosive Safety. ................................................................................. 16
3-6.2 Facility Systems Safety. ....................................................................... 16
3-6.3 Antiterrorism. ....................................................................................... 16
3-6.4 Physical Security. ................................................................................ 17
3-6.5 Cybersecurity. ...................................................................................... 17
3-6.6 Corrosion Prevention and Control Requirements. ............................... 18
CHAPTER 4 MODIFICATIONS TO THE INTERNATIONAL EXISTING BUILDING
CODE (IEBC) ................................................................................................................ 25
4-1 GENERAL. .............................................................................................. 25
APPENDIX A REFERENCES ....................................................................................... 27
APPENDIX B ENVIRONMENTAL SEVERITY CLASSIFICATIONS (ESC) FOR DOD
LOCATIONS ................................................................................................................. 33
TABLES
TABLE 3-1 POLICY RELATED TO PHYSICAL SECURITY ........................................ 17

TABLE B-1 ESC FOR US, ITS TERRITORIES AND POSSESSIONS ....................... 34
TABLE B-2 ESC FOR OUTSIDE US, ITS TERRITORIES AND POSSESSIONS........ 46
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CHAPTER 1 INTRODUCTION
1-1 PURPOSE AND SCOPE.
This UFC provides general building requirements, establishes the use of consensus
building codes and standards, identifies key core UFC, and identifies unique military
criteria.
1-2 APPLICABILITY.
This UFC applies to the design and construction of new and renovated Government-
owned facilities for the Department of Defense (DoD). It is applicable to all methods of
project delivery and levels of construction as defined below. For facilities supporting
military operations refer to Paragraph 1-7 of this UFC.
1-3 LEVELS OF CONSTRUCTION.
1-3.1 Permanent Construction.
Buildings and facilities designed and constructed to serve a life expectancy of more
than 25 years.
1-3.2 Semi-permanent Construction.
Buildings and facilities designed and constructed to serve a life expectancy of more
than 5 years, but less than 25 years. This construction level is typically only used for
support of military operations. Expediency of construction and material availability may
be a factor. Facilities are intended to have a more enduring presence with operational
characteristics and functional performance similar to permanent construction.
Maintainability of finishes and systems must be commensurate with facility life
expectancy and available maintenance capabilities. A moderate level of energy and
water efficiency must be considered.
1-3.3 Temporary Construction.
Buildings and facilities designed and constructed to serve a life expectancy of five years
or less using low cost construction. Temporary construction typically cannot be
economically converted to a higher level of construction. Temporary facilities have
limited flexibility for conversion and re-use.
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1-4 BUILDING CODES AND MILITARY MODIFICATIONS.
1-4.1 Building Codes.
Use the 2015 International Building Code (IBC) and the 2015 International Existing
Building Code (IEBC) as follows:
• Use the IBC, including all published errata, as the building code for the
Department of Defense, except as modified by this UFC. Where a
paragraph in any chapter of the IBC references a paragraph in a different
chapter, the referenced chapter shall be modified as described in Chapter
2 of this UFC.
• Use the IEBC, including all published errata, except as modified by this
UFC. Where a paragraph in any chapter of the IEBC references a
paragraph in a different chapter, the referenced chapter shall be modified
as described in Chapter 4 of this UFC.
The IBC and IEBC have been modified in Chapters 2, 3, and 4 of this UFC through
reference to core UFC, other UFC as identified in Appendix A, References, and other
listed military criteria. Core UFC provide the unique military building criteria that parallel
the building code and apply to building systems found in most DoD facilities. In conflicts
between the IBC and military criteria, or between the IEBC and military criteria, use the
military criteria.
1-4.2 Referenced Codes and Substitutions.
References in this code to other codes must be treated as follows:
• All references to the International Fuel Gas Code (IFGC) must be

considered to be references to NFPA 54 (ANSI Z223.1) and NFPA 58.
• All references to the International Mechanical Code (IMC) must be
considered to be references to UFC 3-410-01, which cites the IMC
• All references to the International Plumbing Code (IPC) must be
considered to be references to UFC 3-420-01, which cites the IPC.
• The International Property Maintenance Code (IPMC) is not adopted.
• All references to the International Fire Code (IFC) must be considered to
be references to UFC 3-600-01, which cites NFPA 1.
• All references to the International Energy Conservation Code (IECC) must
be considered to be references to UFC 1-200-02, which cites ASHRAE
90.1 and ASHRAE189.1.
• All references to NFPA 70 must be considered to be references to UFC 3-
501-01, which cites NFPA 70.
• All references to the International Residential Code (IRC) must be
considered to be references to UFC 3-600-01, which cites the IRC, with
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the exception of citing NFPA 101 for egress and fire protection
requirements.
1-5 IMPLEMENTATION, ADMINISTRATION, AND ENFORCEMENT.
UFC are effective upon issuance for projects as follows:

• Design-Bid-Build projects that have not proceeded beyond 35% design
completion.
• Design-Build projects that have not proceeded beyond date of RFP
issuance. When an RFP is issued in multiple phases or steps, use the
date of the last phase of the RFP issuance.
• Projects that have a delay, either planned or unintentional, of more than
18 months between design completion and the solicitation of offers for
construction, must be re-evaluated to determine if any design revision is
necessary due to changes in criteria (including codes and standards) or
site infrastructure (e.g., water supply for fire department vehicle access).
Note: The evaluation must also include retroactive requirements that have
been included in the new editions of the criteria.
The terms “Building Official”, “Code Official”, and “Authority Having Jurisdiction” (AHJ)
as used in the codes and standards referenced in this UFC mean the component office
of responsibility, i.e., U.S. Army, HQ USACE/CECW-CE; U.S. Navy, NAVFACENGCOM
HQ Code CHE; U.S. Marine Corps, HQMC Code LFF-1; and U.S. Air Force, AFCEC.
The enforcement of the codes and standards as they pertain to facility projects can be
delegated to the local Components Office’s Chief Engineer’s Technical Representative
at the discretion of the components aforementioned office.
1-6 UFC HIERARCHY.
UFC 1-200-01 is the overarching document for buildings and facilities used by DoD.
UFC 1-200-01 directs the use of the IBC, the IEBC, Core UFC, other UFC as applicable
to the building, facility, structure, or system being designed, and FCs as they pertain to
the applicable DoD Component.
• If conflict occurs between UFC 1-200-01 and UFC 3-600-01, the
requirements of UFC 3-600-01 take precedence.
The UFC 3- Series provides discipline specific requirements for the various engineering
disciplines.
• If conflict occurs between a UFC 3- Series and UFC 3-600-01, the
requirements of UFC 3-600-01 take precedence.
• If conflict occurs between two UFC within the UFC 3- Series, the
requirements of the UFC that is more detailed pertaining to that specific
building, facility, structure, or system take precedence.
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The UFC 4- Series and FC 4- Series (simply referred to as UFC 4- Series) provide
specific requirements for a particular building, facility, structure, or system.
• If conflict occurs between a UFC 4- Series and UFC 3-600-01, the
requirements of UFC 4- Series take precedence.
• If conflict occurs between a UFC 4- Series and a UFC 3- Series, the
requirements of the UFC 4- Series take precedence.
1-7 FACILITIES IN SUPPORT OF MILITARY OPERATIONS.
The following UFC are primarily intended for use outside of the United States and its
territories and possessions. Also, Joint Publication 3.0, Joint Operations, provides
typical examples of military operations where uses of these UFC are appropriate.
1-7.1 UFC 1-201-01.
Use UFC 1-201-01 for design of non-permanent facilities constructed for use by DoD
personnel in support of military operations.
1-7.2 UFC 1-201-02.
Use UFC 1-201-02 to assess existing facilities for life safety and habitability for use by
DoD personnel in support of military operations.
1-7.3 UFC 1-202-01.
Use UFC 1-202-01 for design of host nation facilities that support military operations.
1-8 REFERENCES AND DATES OF PUBLICATION.
Appendix A contains a list of references used in this document. The publication date of
the code or standard is not included in this document, except for the International family
of codes as referenced within the document and in Appendix A. In general, the latest
available issuance of the reference is used.
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CHAPTER 2 MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE (IBC)
2-1 CHAPTER 1 – SCOPE AND ADMINISTRATION.
Use IBC Chapter 1, Sections 101 GENERAL, 102 APPLICABILITY, 110

INSPECTIONS, and 112 SERVICE UTILITIES as modified below. Do not use other
sections in IBC Chapter 1. Modify IBC Chapter 1 as follows:
• Delete IBC Section 101.1 Title, and replace with the following:
• 101.1 Title. These regulations shall be known as the DoD Building Code,
hereinafter referred to as “this code”.
• Delete IBC Section 101.4.4 Property maintenance.
• Delete IBC Section 102.1 General, and replace with the following:
• 102.1 General. Where there is a conflict between a general
requirement and a specific requirement, the specific requirement
shall be applicable. Where, in any specific case, different sections
of this code specify different materials, methods of construction or
other requirements, the most restrictive shall govern. Refer to
Paragraph 1-6 of this UFC for hierarchy of UFC.
2-2 CHAPTER 2 – DEFINITIONS.
Use IBC Chapter 2. Definitions in IBC Chapter 2 apply to terms used in the model code
and are not intended to replace definitions and terms in military documents. It is
essential that the code defined meaning be known to understand the intent and
correctly interpret the code.
2-3 CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION.
Use IBC Chapter 3 and UFC 3-600-01.
2-4 CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE

AND OCCUPANCY.
Use UFC 3-600-01 in lieu of IBC Chapter 4.
2-5 CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS.
Use IBC Chapter 5 and UFC 3-600-01. UFC 3-600-01 gives direction concerning the
requirements for fire-rated partitions. Note that the building area for funding and
planning purposes is calculated differently than the method defined in IBC Chapter 5 for
code compliance calculation
2-6 CHAPTER 6 – TYPES OF CONSTRUCTION.
Use IBC Chapter 6 and UFC 3-600-01.
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2-7 CHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES.
Use IBC Chapter 7 and UFC 3-600-01. UFC 3-600-01 gives direction concerning the
requirements for fire-rated partitions.
2-8 CHAPTER 8 – INTERIOR FINISHES.
Do not use IBC Chapter 8. Use UFC 3-600-01 in lieu of IBC Chapter 8 in conjunction
and coordination with UFC 3-120-10.
2-9 CHAPTER 9 – FIRE PROTECTION SYSTEMS.
Do not use IBC Chapter 9. Use UFC 3-600-01 in lieu of IBC Chapter 9.
2-10 CHAPTER 10 – MEANS OF EGRESS.
Do not use IBC Chapter 10, except when referenced by US Access Board, Architectural
Barriers Act (ABA) Standards. Use UFC 3-600-01 in lieu of IBC Chapter 10. Where the
ABA Standards reference the previous versions of the IBC, the applicable requirements
of the 2015 IBC are acceptable.
2-11 CHAPTER 11 – ACCESSIBILITY.
Do not use IBC Chapter 11. Use the ABA Standards and the special provisions of the
Department of Defense Deputy Secretary of Defense Memorandum Subject: Access for
People with Disabilities, October 31, 2008. Refer to Appendix A for a link to the ABA
Standards and the DoD policy memorandum. Where the ABA Standards reference the
previous versions of the IBC, the applicable requirements of the 2015 IBC are
acceptable.
2-12 CHAPTER 12 – INTERIOR ENVIRONMENT.
Use IBC Chapter 12 as modified below. IBC Chapter 12 provides the minimum
standards for the interior environment of a building by addressing minimum space sizes,
and temperature, light, and ventilation levels for occupancy. It also addresses minimum
sound transfer, addresses ventilation of attics and under floor spaces, and provides for
minimum moisture resistance standards for toilets and bathrooms. Modify IBC Chapter
12 as follows:
• Delete IBC Section 1204.1 Equipment and systems, including the
exception, and replace with the following:
• 1204.1 Equipment and systems. Use the applicable Unified
Facilities Criteria and individual military service standards for
temperature control criteria.
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• For Navy and Marine Corps Unaccompanied Housing facilities only, delete
IBC Sections 1207.2 Air-borne sound, 1207.3 Structure-borne sound,
1208.3 Room area, and 1208.4 Efficiency dwelling units. Use FC 4-
721-10N for air-borne and structure-borne sound transmission criteria,
minimum room size criteria, and dwelling unit criteria. Also use UFC 3-
101-01 and UFC 3-120-10.
2-13 CHAPTER 13 – ENERGY EFFICIENCY.
Do not use IBC Chapter 13. Use UFC 1-200-02 in lieu of IBC Chapter 13.
2-14 CHAPTER 14 – EXTERIOR WALLS.
Use IBC Chapter 14 as modified below. IBC Chapter 14 addresses requirements for
exterior walls of buildings, provides minimum standards for wall covering materials, their
installation and their ability to provide weather protection. Modify IBC Chapter 14 as
follows:
• Delete IBC Section 1403.5 Vertical and lateral flame propagation.
• Delete IBC Section 1407.10.4 Full-scale tests, and replace with the
following:
• 1407.10.4 Full-scale tests. The MCM system shall be tested in
accordance with, and comply with, the acceptance criteria of NFPA
285. Such testing shall be performed on the MCM system with the
MCM in the maximum thickness intended for use. Where
noncombustible materials or combustible materials permitted by
Sections 603, 1406, or UFC 3-600-01 differ from assembly to
assembly or within an assembly, multiple tests shall not be
required.
• Exception: The MCM system is not required to be tested in
accordance with, and comply with, acceptance criteria of NFPA
285 in buildings equipped throughout with an automatic
sprinkler system in accordance with UFC 3-600-01.
2-15 CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES.
Use IBC Chapter 15, UFC 3-110-03, and UFC 3-600-01. IBC Chapter 15 provides
standards for roof assemblies as well as rooftop structures. It also provides some
requirements for fire resistance in roofing.
2-16 CHAPTER 16 – STRUCTURAL DESIGN.
Use IBC Chapter 16 as modified by UFC 3-301-01. Use IBC Chapter 16 and UFC 3-
310-04 for the seismic design of buildings. IBC Chapter 16 describes minimal structural
loading requirements, minimum design loads (live and dead, snow and wind, rain, flood
and earthquake), as well as load combinations, and permitted design methodologies.
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2-17 CHAPTER 17 – SPECIAL INSPECTIONS AND TESTS.
Use IBC Chapter 17 as modified by UFC 3-301-01, UFC 3-600-01, and below. The
Structural Tests and Special inspections described in IBC Chapter 17 provide a variety
of procedures and criteria for testing materials and assemblies, labeling materials and
assemblies, and for some special inspection of certain structural assemblies. Some
DoD requirements are more stringent and these take precedence as identified in these
UFC. Modify IBC Chapter 17 as follows:
• Delete IBC Chapter 17, Section 1704.2 Special inspections and tests,
and replace with the following:
• Special inspections and tests. The contractor must employ one
or more approved agencies to perform inspections during
construction on the types of work listed under Section 1705. These
inspections are in addition to the inspections defined in Section
110. The inspecting agency must provide reports of the special
inspections directly to the government.
2-18 CHAPTER 18 – SOILS AND FOUNDATIONS.
Use IBC Chapter 18 as modified by UFC 3-220-01, UFC 3-201-01, UFC 3-301-01, and
below. Modify IBC Chapter 18 as follows:
• Supplement to IBC Section 1804.4 Site grading: Ensure that the grading
and associated storm water runoff do not adversely affect surrounding
sites. Establish finished floor elevations a minimum of 6 inches (150 mm)
above finished grade at the perimeter of the building and provide site
grading in accordance with UFC 3-201-01.\1\ See IBC 1003.5 Elevation
change for design of entrances and exits from buildings./1/
• Delete the exception to IBC Section 1804.4 Site grading.
• Supplement to IBC Section 1808.7.4 Foundation elevation: Establish
finished floor elevations a minimum of 6 inches (150 mm) above finished
grade at the perimeter of the building and provide site grading in
accordance with UFC 3-201-01.
2-19 CHAPTER 19 – CONCRETE.
Use IBC Chapter 19 as modified by UFC 3-301-01 and UFC 1-200-02. IBC Chapter 19
provides only minimum accepted practices for the use of plain concrete and reinforced
concrete in construction.
2-20 CHAPTER 20 – ALUMINUM.
Use IBC Chapter 20. IBC Chapter 20 contains standards for the use of aluminum;
however, only the structural applications of aluminum are addressed. IBC Chapter 20
does not address the use of aluminum in specialty products such as window framing or
architectural hardware. For aluminum use in Heating, Ventilation, Air Conditioning
(HVAC) systems, use UFC 3-410-01.
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2-21 CHAPTER 21 – MASONRY.
Use IBC Chapter 21 as modified by UFC 3-301-01. IBC Chapter 21 addresses

comprehensive and practical requirements for masonry, including material
specifications, test methods, types of wall construction, and criteria for empirical and
engineered designs. Masonry foundations are also addressed in IBC Chapter 18 as
modified by Paragraph 2-18 of this UFC.
2-22 CHAPTER 22 – STEEL.
Use IBC Chapter 22 as modified by UFC 3-301-01. IBC Chapter 22 provides the
minimum commercial requirements for the design and construction of structural steel,
including composite construction, cold-formed steel, steel joists, steel cable structures,
and steel storage racks. Steel for structures is generally classified as Type I and Type II
construction; however, steel is permitted in all types of construction.
2-23 CHAPTER 23 – WOOD.
Use IBC Chapter 23, UFC 3-301-01, and UFC 3-600-01. IBC Chapter 23 provides
minimum requirements for the design of buildings and structures that use wood and
wood based products in framing and fabrication. In general, only buildings of Type III,
Type IV, or Type V construction may be constructed of wood.
2-24 CHAPTER 24 – GLASS AND GLAZING.
Use IBC Chapter 24 as modified by UFC 4-010-01. IBC Chapter 24 establishes

regulations for glass and glazing that when properly installed, are able to meet required
resistance to wind, snow, and dead loads. The engineering and design requirements
are included in the chapter.
2-25 CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND

PLASTER.
Use IBC Chapter 25. IBC Chapter 25 contains the provisions and referenced standards
that regulate the design, construction and quality of gypsum board and plaster. They
represent the most common interior and exterior finish materials in the commercial
building industry and the DoD. IBC Chapter 25 addresses quality control issues,
material specifications, and installation requirements, under the control of industry
requirements. However, it is the responsibility of the AHJ to inspect and ensure that the
appropriate products are used and properly installed for the intended use and location.
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2-26 CHAPTER 26 – PLASTIC.
Use IBC Chapter 26 and UFC 3-600-01, as modified below. IBC Chapter 26 addresses
the use of plastics in building construction and components for flammable materials
such as foam plastic insulation, foam plastics used as exterior and interior trim, and
other plastic veneers such as fiberglass reinforced polymers which may be quite
flammable and create toxic smoke. The requirements and limitations in UFC 3-600-01
are necessary to control the use of plastic and foam plastic products such that they do
not compromise the safety of the building occupants or mission. Modify IBC Chapter 26
as follows:
• Delete IBC Section 2603.5.5 Vertical and lateral fire propagation,
including the exceptions, and replace with the following:
• 2603.5.5 Vertical and lateral fire propagation. Exterior wall
assemblies shall be tested in accordance with, and comply with,
acceptance criteria of NFPA 285. Where noncombustible materials
or combustible materials permitted by Sections 603, 1406, or UFC
3-600-01 differ from assembly to assembly or within an assembly,
multiple tests shall not be required.
• Exceptions: Exterior wall assemblies are not required to be
tested in accordance with, and comply with, acceptance criteria
of NFPA 285 where any of the following conditions are met:
• 1. One-story buildings complying with Section 2603.4.1.4.
• 2. Wall assemblies where the foam plastic insulation is
covered on each face by a minimum of 1-inch (25 mm)
thickness of masonry or concrete complying with either of
the following:
• 2.1. There is no air space between the insulation and the
concrete or masonry; or
• 2.2. The insulation has a flame spread index of not more
than 25 as determined in accordance with ASTM E 84 or
UL 723 and the maximum air space between the
insulation and the concrete or masonry is not more than
1 inch (25 mm).
• 3. Buildings equipped throughout with an automatic sprinkler
system in accordance with UFC 3-600-01.
2-27 CHAPTER 27 – ELECTRICAL.
Use IBC Chapter 27 as modified below. The IBC references NFPA 70, National
Electrical Code (NEC). In addition, IBC Chapter 27, Section 2702 EMERGENCY AND
STANDBY POWER SYSTEMS, which addresses emergency and standby power
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requirements, references the IFC. Instead of the IFC, use UFC 3-600-01, which cites
NFPA 1. Modify IBC Chapter 27 as follows:
• Use UFC 3-501-01 for general electrical requirement criteria.
• Use UFC 3-520-01 for interior electrical systems criteria.
• Use UFC 3-530-01 for interior and exterior lighting and controls criteria.
• Use UFC 3-540-01 for engine-driven generator criteria.
• Use UFC 3-550-01 for exterior power distribution systems criteria.
• Use UFC 3-560-01 for electrical safety and electrical Operations and
Maintenance (O&M) criteria.
• Use UFC 3-580-01 for building telecommunications criteria.
• Use UFC 3-600-01 for fire protection criteria.
• Use UFC 4-021-01 for mass notification systems criteria.
2-28 CHAPTER 28 – MECHANICAL SYSTEMS.
Use IBC Chapter 28 as modified by UFC 3-401-01. Use UFC 3-600-01 for Fire
Protection features for mechanical systems. IBC Chapter 28 provides references to the
IMC which has been modified by UFC 3-410-01. However, the International Fuel Gas
Code has not been adopted. The DoD uses NFPA 54 (ANSI Z223.1), National Fuel Gas
Code, for the design and installation of fuel gas piping systems.
2-29 CHAPTER 29 – PLUMBING SYSTEMS.
Use IBC Chapter 29 as modified by UFC 3-420-01. IBC Chapter 29 regulates the number
of plumbing fixtures that must be provided for each type of building and number of
occupants, and it regulates gender separations except for certain types of small buildings.
2-30 CHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS.
Use IBC Chapter 30 and UFC 3-600-01. For Army and Navy projects, also use ITG FY13-
0. If conflict occurs between IBC Chapter 30 and ITG FY13-01, the requirements of ITG
FY13-01 take precedence. If conflict occurs between UFC 3-600-01 and ITG FY13-01,
the requirements of UFC 3-600-01 take precedence.
2-31 CHAPTER 31 – SPECIAL CONSTRUCTION.
Use IBC Chapter 31. IBC Chapter 31 includes criteria for special building construction,
including membrane structures, temporary structures, pedestrian walkways and tunnels,
awnings and canopies, marquees, signs, towers and antennas, and automatic vehicular
gates.
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2-32 CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-
WAY.
Use IBC Chapter 32. Buildings and structures from time to time are designed to extend
over a property line or into the public right of way. Local regulations outside the building
usually set limits to such encroachments, and government criteria may perform the
same function in various locations. Such military criteria should always take precedence
over provisions of IBC Chapter 32.
2-33 CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION.
Use IBC Chapter 33 and UFC 3-600-01. IBC Chapter 33 provides safety requirements
during construction and demolition of buildings and structures.
2-34 CHAPTER 34 – RESERVED.
Not used.
2-35 CHAPTER 35 – REFERENCED STANDARDS.
Use IBC Chapter 35. IBC Chapter 35 contains numerous references to standards that
are used to regulate materials and methods of construction. It contains a
comprehensive list of all standards that are referenced in the IBC. Also refer to IBC
Section 102.4 Referenced codes and standards, and Paragraph 1-4.2 of this UFC for
a detailed explanation of the applicability of referenced codes and standards.
2-36 APPENDICES.
Do not use IBC Appendices A through Appendix M.
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CHAPTER 3 OTHER CRITERIA
3-1 GENERAL.
In addition to the International Building Code as modified in Chapter 2 of this UFC, and
the IEBC as modified in Chapter 4 of this UFC, comply with the following criteria in this
chapter.
3-2 HIGHER AUTHORITY MANDATES.
Design and Construction must be in compliance with Public Laws (P.L.), Executive
Orders (E.O.), Code of Federal Regulations (CFR), Department of Defense Instructions
(DoDI), Department of Defense Manuals (DoDM), and Department of Defense
Directives (DoDD) or other higher authority documents as applicable, as listed in MIL-
STD-3007F, Appendix B.
3-2.1 Vending Facilities for the Blind.
Verify with the using activity the requirement to provide blind-operated vending facilities
in compliance with the Randolph-Sheppard Act and DoDI 1125.03. This requirement
generally applies in buildings that are over 1,400 SM (15,000 SF) that will contain over
100 employees, but may also apply in other situations at the discretion of the using
activity.
3-2.2 Nursing Mothers in Federal Employment.
For facilities that are places of employment, provide a private space for nursing mothers
as recommended by OPM Memorandum for Heads of Executive Departments and
Agencies, as detailed in the Guide for Establishing a Federal Nursing Mother’s
Program. This space may not be a bathroom, and must be shielded from view and free
from intrusion of others. A nursing mother’s space must be functional, with a private
space with a place to sit and a flat surface, other than the floor, to place the breast
pump and other supplies. Although there are no size or permanency requirements, this
space must provide access to electricity for the use of a breast pump, as well as good
lighting, a comfortable temperature, and proper ventilation; and be near a source of hot
and cold running water. In addition, comply with any command-specific policy applicable
to this requirement or applicable to the establishment of a working mothers program
within the facility.
3-3 UNIFIED FACILITY CRITERIA (UFC).
Comply with the UFC (latest version, refer to Paragraph 1-5 of this UFC) as noted
herein.
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3-3.1 Core UFC.
Core UFC are criteria that provide requirements for the majority of traditional building
systems that are prevalent on DoD facility construction projects. Core UFC also identify
additional criteria such as Antiterrorism, High Performance, and Sustainable Building
requirements mandated by law and policy. Comply with the Core UFC listed here, and
other UFC identified in Appendix A as they are applicable.
• 1-200-02, High Performance and Sustainable Building Requirements
• 3-101-01, Architecture
• 3-110-03, Roofing
• 3-120-10, Interior Design
• 3-201-01, Civil Engineering
• 3-201-02, Landscape Architecture
• 3-210-10, Low Impact Development
• 3-220-01, Geotechnical Engineering
• 3-230-01, Water Storage and Distribution
• 3-230-03, Water Treatment
• 3-240-01, Wastewater Collection
• 3-301-01, Structural Engineering
• 3-310-04, Seismic Design for Buildings
• 3-401-01, Mechanical Engineering
• 3-410-01, Heating, Ventilating and Air Conditioning
• 3-420-01, Plumbing Systems
• 3-501-01, Electrical Engineering
• 3-520-01, Interior Electrical Systems
• 3-530-01, Interior and Exterior Lighting Systems and Controls
• 3-540-01, Engine-Driven Generator Systems for Backup Power
Applications
• 3-550-01, Exterior Electrical Power Distribution
• 3-560-01, Electrical Safety, O&M
• 3-580-01, Telecommunications Building Cabling Systems Planning and
Design
• 3-600-01, Fire Protection Engineering for Facilities
• 4-010-01, DoD Minimum Antiterrorism Standards for Buildings
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• 4-010-02, DoD Minimum Antiterrorism Standoff Distances for Buildings
(FOUO)
• \1\ 4-010-06, Cybersecurity of Facility-Related Control Systems /1/
• 4-021-01, Design and O&M: Mass Notification Systems
3-3.2 Other UFC.
In addition to the “Core UFC”, comply with other UFC as applicable to the system,
structure, or facility type defined in the scope of the construction project.
3-4 FACILITY CRITERIA (FC).
The designation, "Facility Criteria (FC)" has been adopted for criteria that are not
applicable to all DoD Components. For example: FC 4-721-10N "Navy and Marine
Corps Unaccompanied Housing" has a final "N" designation because it is used by the
Navy, including its Component, the U.S. Marine Corps. FC provide functional
requirements (i.e., defined in more detail by the users and operational needs of a
particular facility type). Differences in functional requirements between DoD
Components may exist due to differences in their policies and more specific operational
needs. FC are applicable only to the DoD Component(s) indicated in the title, and are
intended for use with unified technical requirements published in UFC. Comply with the
FC for the designated facility type and the DoD Component.
3-5 SPECIFICATION REQUIREMENTS.
Use Unified Facilities Guide Specifications (UFGS) for all projects, including Design-
Build submittals, and in accordance with UFC 1-300-02. Download, use, and edit the
most current UFGS database available from the Whole Building Design Guide website
at http://www.wbdg.org/ccb/browse_cat.php?c=3. Modify and edit the UFGS as
necessary to suit the work required by the specific project, including editing for metric or
inch-pound and to reflect the latest proven technology, materials, and methods for the
project. Follow Order of Precedence requirements for each Government Design Agent
on use of Regional, Agency, Unified, and Other guide specifications. Other guide
specifications are only allowed as a basis for information when not available in the
UFGS. These developed specifications must be provided in UFGS format and modified
to meet the requirements of UFC 1-300-02.
3-6 OTHER MILITARY CRITERIA.
Military criteria other than those listed in this UFC may be applicable to specific types of
structures, building systems, or building occupancies. Such structures, systems, or
buildings must meet the additional requirements of applicable military criteria.
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3-6.1 Explosive Safety.
This document does not contain requirements for explosives safety. Facilities that
involve DoD Ammunition and Explosives (AE) storage, handling, maintenance,
manufacture or disposal, as well as facilities within the explosives safety quantity
distance (ESQD) arcs of AE facilities, must comply with the requirements found in DoD
6055.09-M, as well as implementing Service criteria found in DA PAM 385-64 (Army),
NAVSEA OP 5 (Navy and Marine Corps), and AFMAN 91-201 (Air Force). DoD facilities
exposed to potential explosion effects from AE belonging to other nations are also
required to meet DoD and Service explosives safety criteria.
• It is essential that the planning and design of new facilities, and
occupation and renovation of existing AE-related facilities, or other
facilities within ESQD arcs be accomplished in close coordination with
knowledgeable explosives safety professionals in theater, or with the
Services’ Explosives Safety Centers. This coordination should occur as
early as possible in the planning and design process to avoid issues or
problems and to ensure compliance.
• Facility construction or use within ESQD arcs requires review for
compliance with explosives safety criteria, and must have either an
approved explosives safety site plan or an approved explosives safety
deviation. Refer to the DoD Service documents mentioned above for
further applicable guidance.
3-6.2 Facility Systems Safety.
Safety is an important component of maintaining and operating DoD facilities, and must
be considered during design. Incorporate a hazards review into the regular design
review process to ensure systems safety has been considered at the earliest phases of
project development to reduce and mitigate unintentional maintenance and operational
hazards. Army projects will incorporate the safety engineering practices delineated
under the Facilities Systems Safety (FASS) program as prescribed under AR PAM 385-
16 System Safety Management Guide to the extent practicable and feasible. Air Force
projects will incorporate the safety engineering practices delineated in Air Force
Instruction (AFI) 91-203, Air Force Consolidated Occupational Safety Instruction, to the
extent practicable and feasible.
3-6.3 Antiterrorism.
Antiterrorism is defined as defensive measures used to reduce the vulnerability of

individuals and property to terrorist acts. UFC 4-010-01 sets the minimum requirements
for DoD buildings, and the Geographic Combatant Commander Antiterrorism
Construction Standards address unique requirements specific to their area of
responsibility. Refer to UFC 4-010-01 and the Geographic Combatant Commander
Antiterrorism Construction Standards for the minimum antiterrorism requirements.
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3-6.4 Physical Security.
Physical security is defined as that part of security concerned with physical measures
designed and placed to safeguard personnel; to prevent unauthorized access to
installations, equipment, material and documents, to safeguard them against espionage,
sabotage, damage, and theft. Many buildings require some level of physical security.
When required, integrate physical measures into the site, building, room(s), or area(s)
as applicable. The DoD documents the requirements for physical security related to
specific assets in DoD publications, directives, manuals, and instructions. The Services
have related documents that implement the DoD policy for the Services. The main DoD
documents that contain the physical security requirements for the protection of specific
DoD assets are shown in Table 3-1. This does not include the policy documents
associated with the protection of nuclear and chemical assets.
Table 3-1 Policy Related to Physical Security
Asset Policy and Documents

Classified DoDM 5200.01-R, DoD Information Security Program;
Information http://www.dtic.mil/whs/directives/corres/pub1.html
Sensitive DoDM 5105.21-Volume 1, Sensitive Compartmented Information (SCI)
Compartmented Administrative Security Manual: Administration of Information and
Information (SCI) Information Systems Security;
http://www.dtic.mil/whs/directives/corres/pub1.html
DoDM 5105.21-Volume 2, Sensitive Compartmented Information (SCI)
Administrative Security Manual: Administration of Physical Security,
Visitor Control, and Technical Security;
UFC 4-010-05, Sensitive Compartmented Information Facilities Planning, Design,
and Construction.
https://www.wbdg.org/ccb/DOD/UFC/ufc_4_010_05.pdf
Special Access DoDM 5205.07 Volume 3, DoD Special Access Program (SAP) Security Manual:
Program (SAP) Physical Security;
Information http://www.dtic.mil/whs/directives/corres/pub1.html
Arms, Ammunition DoDM 5100.76-M, Physical Security of Sensitive Conventional Arms, Ammunition
and Explosives and Explosives (AA&E);
Weapons Systems
and Platforms
Bulk Petroleum
Products DoD 5200.08-R, Physical Security Program;
Communications http://www.dtic.mil/whs/directives/corres/pub1.html
Systems
Controlled Inventory
Items
3-6.5 Cybersecurity.
\1\ All control systems (including systems separate from a utility monitoring and control
system) must be planned, designed, acquired, executed, and maintained in accordance
with UFC 4-010-06 and as required by individual Service Implementation Policy.
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Cybersecurity is implemented to mitigate vulnerabilities to all DoD real property facility-
related control systems to a level that is acceptable to the System Owner and
Authorizing Official. UFC 4-010-06 provides requirements for integrating cybersecurity
into the design and construction of control systems. It defines a process based on the
Risk Management Framework (RMF) suitable for control systems of any impact rating
and provides specific guidance suitable for control systems assigned either LOW
(limited adverse effect) or MODERATE (serious adverse effect) impact level.
The relevant System Owner service (e.g. Army, Navy, Air Force, Marine Corps),
determines the impact level of a system. Determination of Confidentiality, Integrity and
Availability (C-I-A) impact ratings is required by the System Owner and Authorized
Official, with assistance from the control system designer, if necessary. The decision of
whether a level of risk is acceptable is made by the assigned government Authorizing
Official. Design of MODERATE or HIGH (severe or catastrophic adverse effect) impact
systems will typically require additional customized requirements which should be
coordinated with the point of contact of the relevant System Owner service. /1/ \2\
3-6.6 Corrosion Prevention and Control Requirements.
Provide design detailing, and use materials, systems, components, and coatings that
are durable and minimize the need for preventative and corrective maintenance over
the life-cycle of a facility. Initial investments in corrosion prevention are typically more
cost-effective over the life cycle of a facility than maintenance, repair, and replacement
of prematurely degraded components. Use the requirements in this section in
conjunction with other UFC requirements to design for durability and provide for a
comprehensive corrosion prevention and control strategy.
Many UFGS specifications include more durable materials, coatings, or protective

measures for corrosive environments. However, even in benign environments, where
options are stated in UFCs and UFGSs, use the more corrosion-resistant option
whenever possible. Considerations include life-cycle maintenance costs and potential
for corrosive microenvironments (for example, deicing salt effect on steel doors).
General guidance and training on corrosion prevention and control issues is available at
the Corrosion Prevention and Control (CPC) Source webpage at
https://www.wbdg.org/ffc/dod/cpc-source .
3-6.6.1 Definition of Corrosion.

10 USC, Subtitle A, Part IV, Chapter 131, para. 2228 defines corrosion as “The
deterioration of a material or its properties due to a reaction of that material with its
chemical environment.” While traditionally thought of only as deterioration of metal (for
example, rusting of steel), some nontraditional examples include rotting of wood,
degradation of concrete (carbonation, alkali-silica reaction phenomena), and
degradation of composite materials due to reaction with the environment.
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3-6.6.2 Identification of Project Environmental Severity Classification.
Identify and use the Environmental Severity Classification (ESC) in Appendix B, Table
B-1 or Table B-2, as the basis for project design requirements. The ESC for each
military location is based on ISO 9223, Corrosivity of Atmospheres — Classification,
determination and estimation. Also use the ESC factor and descriptions provided in
ISO 9223 to classify and design for interior, environmentally severe conditions.
Categories C1 and C2 are mildly corrosive while categories C3 through C5 require

added corrosion protection. Note that a project site may have a different ESC than the
installation (especially in locations near the coast). Any project site within 1 mile (1.61
km) of seawater is ESC C5. Any project site within 1-6 miles (1.61-9.66 km) of
seawater is ESC C4, unless the installation ESC as stated in Appendix B is higher. If
the calculated ESC of the project site is different than the ESC of the Installation, use
and design to the higher of the two ESC values. A resource to determine the ESC on a
site-specific basis is the ISO Corrosivity Category Estimation Tool (ICCET); it can be
found at the following location: https://www.wbdg.org/additional-
resources/tools/corrosion-toolbox.
3-6.6.3 Corrosion Prone Locations.

Corrosion prone locations are locations with one or more of the following characteristics:
• Exterior exposed metallic elements at a location with an ESC of C3

through C5. Includes areas open to the exterior (for example, mechanical
rooms and hangars), and spaces that are not conditioned by design or
may not be conditioned during prolonged periods due to deployment or
occupancy.
• Exterior exposed non-metallic elements at a location with an ESC of C4 or
C5
• Locations where microenvironmental factors (for example, prevailing
winds, ventilation, waterfront environments, industrial emissions, deicing
salt application, possible chemical splash/spillage, adverse weather
events such as flooding or wind-driven rain, and penetrations of the
building envelope) may create a locally corrosive environment regardless
of ESC
• Humid locations identified in ASHRAE 90.1 as climate zones 0A, 1A, 2A,
3A, 3C, 4C and 5C.
• High humidity interior areas (for example, bathrooms, locker rooms,
laundry rooms, pools, trainers)
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3-6.6.4 Requirements for Corrosion Prone Locations.
For corrosion prone locations defined in the previous section, provide added corrosion
protection to the design such as, but not limited to the following:
• Where material options are provided in a UFGS, use the most durable
options
• Provide higher level of corrosion protection as defined in the appropriate
corresponding UFGS
• Do not use unprotected ferrous metal unless there are no alternatives.
• Coat galvanized steel with an industrial coating.
• Use Type 316L stainless steel or duplex stainless steels where stainless
steels are used.
• Coat aluminum with an industrial protective coating or a heavy duty
anodized coating.
• Isolate dissimilar metals, (for example, aluminum and steel, stainless steel
and carbon steel, zinc-coated steel and uncoated steel) by appropriate
means to avoid the creation of galvanic cells which occur when dissimilar
metals come in contact.
3-6.6.5 Design Geometries.

Detail designs to prevent accelerated deterioration of facility components. Design
geometries that prevent collection of debris, allow water to readily drain in all situations,
incorporate sealed joints between components, are protected from mechanical coating
damage, and keep dissimilar material combinations clean and dry. Slope surfaces such
as windows and pavements to drain away from the structure.
Avoid designs that tend to direct corrosive elements to any specific area of a structure.
Minimize the flow of water, airborne contaminants (for example, salts, pollutants), and
humid air over susceptible materials when designing facility components, systems and
assemblies.
3-6.6.6 Environmental Severity Factors.

Design based on the Environmental Severity Factors present in the project location and
application, including the following.
3-6.6.6.1 Elevated Temperatures.

Design projects to prevent corrosion in applications where elevated temperatures are
present. Elevated temperatures have adverse effects on building materials such as
paints, woods, and many asphalt-based products. High temperatures combined with
high humidity cause severe deterioration.
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3-6.6.6.2 Ultra-Violet Radiation.
Use materials which are resistant to or protected from ultraviolet radiation. High
ultraviolet exposure results in rapid deterioration of most non-metallic roofing materials,
paints, sealants, elastomeric coatings, and wood.
3-6.6.6.3 Humidity Resistance.

Use materials that can withstand high humidity or incorporate efforts to eliminate
humidity in humid locations. High relative humidity creates ideal conditions for mold and
mildew that promote wood decay. It also accelerates corrosion of various metals and
intensifies galvanic action in many metals. Many paints and other materials experience
accelerated degradation in high humidity conditions.
Ensure vapor barrier locations prevent moisture buildup. Do not use building materials
that exhibit hygroscopic properties and may lose their structural and functional
properties when exposed to sustained humidity.
3-6.6.6.4 Biological Corrosivity.

When selecting materials such as wood, design for the environmental conditions such
as temperature, humidity, and the presence of insects, fungi, and marine borers as
applicable to the location.
3-6.6.7 System, Component, and Material Design Requirements.

3-6.6.7.1 Piping and System Corrosion.
Protect water and wastewater systems, fire water systems, and other piping from
internal and external corrosion. Design factors include water quality and composition
(pH, alkalinity, dissolved oxygen), ferric scale, flow conditions, biological activity, and
the presence of disinfectants and corrosion inhibitors. Provide corrosion control
treatment in accordance with UFC 3-230-01, UFC 3-230-03, UFC 3-240-01 and UFC
3-240-02.
3-6.6.7.2 Structural Members.

Use galvanized steel or stainless steel for structural members embedded in concrete,
and exterior railing, handrails, fences, guardrails, and anchor bolts.
Design systems that can be maintained over the life of the project. Avoid concealed and
inaccessible members.
3-6.6.7.3 Hardware and Fasteners.

Specify galvanized ferrous metals, stainless steel, brass, bronze, copper, aluminum, or
other corrosion resistant metals for hardware and fasteners. Do not use ferrous metal
as finishing strips or as components of other securement systems, even if a protective
coating is to be provided.
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3-6.6.7.4 Dissimilar Metals in Close Contact.
Protect against galvanic corrosion when dissimilar metals are used in close contact.
Metals such as magnesium, steel, zinc, and aluminum (anodes) tend to corrode when in
contact with copper, stainless steel, and nickel (cathodes). When necessary that
relatively incompatible metals must be assembled in the design, apply the following
methods to minimize or prevent galvanic corrosion.
• Design metal couples where the surface area of the cathode is smaller
than the surface area of the anode metal. For example, use bolts or
screws of stainless steel for fastening aluminum sheet, but not the
reverse.
• Interpose a non-absorbing, inert gasketing material or washer between the
dissimilar materials prior to connecting them. This is applicable to couples
that are not to serve as electrical conductors.
• Seal faying edges to preclude the entrance of liquids.
• Apply corrosion-inhibiting pastes or compounds under the heads of
screws or bolts inserted into dissimilar metal surfaces, whether or not the
fasteners had been previously plated or otherwise treated, in addition to
applying an organic coating to the faying surfaces prior to assembly. In
situations where large faying surfaces are involved it may be feasible to
insert a thicker barrier such as dried adhesive or sealant material. This
applies to joints which are not required to be electrically conductive.
• Where practicable or where it will not interfere with the proposed use of
the assembly, coat the joint externally with an effective paint system or
sealant.
• Coat welded or brazed dissimilar metal assemblies with a paint system or
other suitable protective coatings to at least 0.4-inch (1 centimeter)
beyond the heat affected zone.
3-6.6.7.5 Protective Coatings.

Use UFC 3-190-06 for protective coatings and paints requirements. Factory applied
coatings are more life-cycle cost effective than field painting procedures (most of the
time). The cost to maintain protective coating systems often includes significant fixed
costs (for example, scaffolding and rigging, environmental protection, disposal of
debris). This usually means that the system with the highest attainable life is the best
choice. Avoid concealed and inaccessible members.
Provide coating systems durable enough to withstand mechanical damage in service.

This may include gouging or chipping during normal activities that may be carried out in
a facility. In environments such as "Desert Climates," blowing sand can accelerate
deterioration of surface coatings and lead to corrosion of materials earlier in the life
cycle process.
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3-6.6.7.6 Buried or Submerged Structures and Systems.
Include a combination of cathodic protection (CP) systems, protective coatings, proper
material selection, encasement, or other methods for overall corrosion protection
system of buried or submerged structures or systems. For buried structures or
systems, design for the corrosivity of the soil, including soil pH, resistivity, moisture
content, and presence of chlorides, sulfides, and bacteria. Design for differences in soil
composition, stray electrical currents, and effects of connections of new to existing
structures. Use UFC 3-570-01 to determine where CP is required.
For immersed structures, consider the corrosivity of the water (primarily influenced by
salinity, but also affected by pH, dissolved oxygen, temperature, current, and
microbiological activity). Tidal and splash zones will experience higher corrosion than
continuously immersed or atmospherically exposed zones. For submerged or partially
submerged structures, account for differences in corrosion potential associated with
each zone (atmospheric, splash, tidal, submerged, and subsoil).
3-6.6.7.7 Waterfront and Coastal Structures and Systems.

For structures proximate or at the waterfront, in addition to atmospheric corrosion,
design for the presence of hydrostatic forces, wind, salt spray, currents, tides, waves,
ice, marine borers, insects, and pollution from waterfront operations. Some common
grades of stainless alloy such as Type 304 or 316 are susceptible to corrosion when
immersed in salt or brackish water. /2/
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CHAPTER 4 MODIFICATIONS TO THE INTERNATIONAL EXISTING BUILDING

CODE (IEBC)
4-1 GENERAL.
For existing structures, use IEBC as modified below. Provisions in IEBC Chapter 14
deal with alternative methods of compliance requirements when dealing with existing
building constraints. This IEBC chapter allows for a controlled departure from full
compliance with the technical codes, without compromising the minimum standards of
life safety and fire prevention of the rehabilitated building as required in UFC 3-600-01.
An example may be concerning fire escape requirements that differ in UFC 3-600-01.
Modify IEBC Chapters 4 and 14 as follows:
• Use IEBC Chapter 4 with UFC 3-310-04 for seismic evaluation and
seismic rehabilitation of existing buildings. If conflict occurs between IEBC
Chapter 4 and UFC 3-310-04, the requirements of UFC 3-310-04 take
precedence.
• Add a third paragraph to the end of IEBC Section 404.5 Flood hazard
areas, stating the following:
• In addition to other requirements of this code, for renovations and
alterations costing more than $7.5 million to facilities already
located within the 100-year flood plain, assess the vulnerability of
mechanical and electrical subsystems to flood hazards and take
necessary measures within the project to mitigate those
vulnerabilities. Comply with OUSD Memorandum, Floodplain
Management on Department of Defense Installations, 11 February,
2014. This policy applies only to permanent installations.
• Use IEBC Chapter 14 with UFC 3-600-01. If conflict occurs between IEBC
Chapter 14 and UFC 3-600-01, the requirements of UFC 3-600-01 take
precedence.
• Delete IEBC Section 1401.2 Applicability, and replace with the following:
• 1401.2 Applicability. Structures existing prior to 1 April 2016, in
which there is work involving additions, alterations or changes of
occupancy shall be made to conform to the requirements of this
chapter or the provisions of Chapter 4. The provisions of Sections
1401.2.1 through 1401.2.5 shall apply to existing occupancies that
will continue to be, or are proposed to be, in Groups A, B, E, F, I-2,
M, R and S. These provisions shall not apply to buildings with
occupancies in Group H or I-1, I-3 or I-4.
25
UFC 1-200-01
20 June 2016
26
UFC 1-200-01
20 June 2016
APPENDIX A REFERENCES
\2\ AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS
http://www.ashrae.org
ANSI/ASHRAE/IESNA Standard 90.1, Energy Standards for Buildings Except Low Rise
Residential Buildings /2/
INTERNATIONAL CODE COUNCIL

http://www.iccsafe.org
IBC, International Building Code, 2015
ICC 300-12, Standard for Bleachers, Folding and Telescopic Seating, and Grandstands
IEBC, International Existing Building Code, 2015
IECC, International Energy Conservation Code, 2015
IMC, International Mechanical Code, 2015
IPC, International Plumbing Code, 2015
IRC, International Residential Code, 2015
\2\ INTERNATIONAL ORGANIZATION FOR STANDARDIZATION

http://www.iso.org
ISO 9223, Corrosion of Metals and Alloys – Corrosivity of Atmospheres – Classification,

Determination and Estimation /2/
NATIONAL FIRE PROTECTION ASSOCIATION

http://www.nfpa.org
NFPA 1, Fire Code
NFPA 54 (ANSI Z223.1), National Fuel Gas Code
NFPA 58, Liquefied Petroleum Code
NFPA 70, National Electrical Code
NFPA 101, Life Safety Code
NFPA 285, Standard Fire Test Method for Evaluation of Fire Propagation
Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing
Combustible Components
27
UFC 1-200-01
20 June 2016
UNITED STATES ACCESS BOARD
Architectural Barriers Act (ABA) Standards,

http://www.access-board.gov/attachments/article/1029/ABAstandards.pdf
UNITED STATES AIR FORCE

http://www.e-publishing.af.mil
AFMAN 91-201, Explosives Safety Standards
AFI 91-203, Air Force Consolidated Occupational Safety Instruction
UNITED STATES ARMY
DA PAM 385-64, Ammunition and Explosives Standards,

http://www.apd.army.mil/pdffiles/p385_64.pdf
AR PAM 385-16, System Safety Management Guide,

http://www.apd.army.mil/pdffiles/p385_16.pdf
UNITED STATES DEPARTMENT OF DEFENSE
Deputy Secretary of Defense Memorandum for Secretaries of the Military Departments,

Chairman of the Joint Chiefs of Staff, Undersecretaries of Defense, Assistant
Secretaries of Defense… Subject: Access for People with Disabilities October 31,
2008,
http://www.access-board.gov/guidelines-and-standards/buildings-and-sites/about-
the-aba-standards/background/dod-memorandum
DoD 5200.08-R, Physical Security Program,

DoD 6055.09-M, DoD Ammunition and Explosives Safety Standards,

DoDI 1125.03, Vending Facility Program for the Blind on DoD-Controlled Federal
Property,
http://www.dtic.mil/whs/directives/corres/pdf/112503p.pdf
\1\ /1/
DoDM 5100.76-M, Physical Security of Sensitive Conventional Arms, Ammunition and

Explosives (AA&E),
DoDM 5200.01, DoD Information Security Program,

28
UFC 1-200-01
20 June 2016
DoDM 5205.07 Volume 3, DoD Special Access Program (SAP) Security Manual:
Physical Security,
MIL-STD-3007F, Standard Practice for Unified Facilities Criteria and Unified Facilities
Guide Specifications, 13 December 2006,
http://www.wbdg.org/ccb/FEDMIL/std3007f.pdf
OUSD Memorandum for Assistant Secretary(s) of the Army (IE&E), Navy (EI&E), Air
Force (IE&L), Directors of Defense Agencies, Directors of Defense Activities,
Director, Washington Headquarters Service. Subject: Floodplain Management on
Department of Defense Installations, 11 February 2014. \1\
http://www.wbdg.org/FFC/DOD/DUSD-
IE_Memo_FloodplainMgmtDoDInstallations.pdf /1/
UNITED STATES DEPARTMENT OF DEFENSE, UNIFIED FACILITIES CRITERIA

(UFC) / FACILITIES CRITERIA (FC)
http://dod.wbdg.org/
UFC 1-200-02, High Performance and Sustainable Building Requirements
UFC 1-201-01, Non-Permanent DoD Facilities in Support of Military Operations
UFC 1-201-02, Assessment of Existing Facilities for Use in Military Operations
UFC 1-202-01, Host Nation Facilities in Support of Military Operations
UFC 1-300-02, Unified Facilities Guide Specifications (UFGS) Format Standard
UFC 3-101-01, Architecture
UFC 3-110-03, Roofing
UFC 3-120-10, Interior Design
\2\ UFC 3-190-06, Protective Coatings and Paints /2/
UFC 3-201-01, Civil Engineering
UFC 3-201-02, Landscape Architecture
UFC 3-210-10, Low Impact Development
UFC 3-220-01, Geotechnical Engineering
UFC 3-230-01, Water Storage and Distribution
UFC 3-230-03, Water Treatment

29
UFC 1-200-01
20 June 2016
UFC 3-240-01, Wastewater Collection
\2\ UFC 3-240-02, Domestic Wastewater Treatment /2/
UFC 3-301-01, Structural Engineering
UFC 3-310-04, Seismic Design for Buildings
UFC 3-401-01, Mechanical Engineering
UFC 3-410-01, Heating, Ventilating, and Air Conditioning Systems
UFC 3-420-01, Plumbing Systems
UFC 3-501-01, Electrical Engineering
UFC 3-520-01, Interior Electrical Systems
UFC 3-530-01, Interior and Exterior Lighting Systems and Controls
UFC 3-540-01, Engine-Driven Generator Systems for Backup Power Applications
UFC 3-550-01, Exterior Electrical Power Distribution
UFC 3-560-01, Electrical Safety, O&M
\2\ UFC 3-570-01, Cathodic Protection /2/
UFC 3-580-01, Telecommunications Building Cabling Systems Planning and Design
UFC 3-600-01, Fire Protection Engineering for Facilities
UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings
UFC 4-010-02, DoD Minimum Antiterrorism Standoff Distances for Buildings (FOUO)
UFC 4-010-05, Sensitive Compartmented Information Facilities Planning, Design, and

Construction
\1\ UFC 4-010-06, Cybersecurity of Facility-Related Control Systems /1/
UFC 4-021-01, Design and O&M: Mass Notification Systems
FC 4-721-10N, Navy and Marine Corps Unaccompanied Housing
UNITED STATES NAVY
ITG FY13-01, NAVFAC Elevator Design,

https://www.wbdg.org/ccb/NAVFAC/INTCRIT/fy13_01.pdf
30
UFC 1-200-01
20 June 2016
NAVSEA OP 5, Ammunition and Explosives Safety Ashore,
https://acc.dau.mil/CommunityBrowser.aspx?id=278680
UNITED STATES OFFICE OF PERSONNEL MANAGEMENT
Guide for Establishing a Federal Nursing Mother’s Program,

www.opm.gov/policy-data-oversight/worklife/reference-materials/nursing-mother-
guide.pdf
\2\
31
UFC 1-200-01
20 June 2016
32
UFC 1-200-01
20 June 2016
APPENDIX B ENVIRONMENTAL SEVERITY CLASSIFICATIONS (ESC) FOR DOD

LOCATIONS
33
UFC 1-200-01
20 June 2016
Table B-1 ESC for US, Its Territories and Possessions
UNITED STATES, ITS TERRITORIES AND POSSESSIONS

State/Territories/Possessions Installation Master Name ESC*
Alabama Anniston AR Depot C31
Fort Mcclellan C31
Fort Rucker C31
Maxwell AF Base C31
Redstone Arsenal C31
Alabama National Guard C31
Alabama Reserves C31
Alaska Clear AF Station C21
Eielson AF Base C21
Fort Greely C21
Fort Wainwright C21
Alaska National Guard C43
Alaska Reserves C43
Joint Base Elmendorf-Richardson C33
Naf Adak Ak C53
Eareckson AF Station C43
Arizona AF PLANT 44 ARMED FORCES PLANT C21
Arizona National Guard C21
Arizona Reserves C21
Davis-Monthan AF Base C21
Fort Huachuca C21
Luke AF Base C21
Mcas Yuma Az C21
Yuma Proving Ground C21
Arkansas Arkansas National Guard C31
Arkansas Reserves C31
Little Rock AF Base C31
Pine Bluff Arsenal C31
California Naf El Centro Ca C21
Mcagcc Twentynine Palms Ca C21
Mclb Barstow Ca C21
National Training Center And Fort Irwin C21
Sierra AR Depot C21
Beale AF Base C21
34
UFC 1-200-01
20 June 2016

California Naws China Lake C21
AF PLANT 42 ARMED FORCES PLANT C21
California National Guard C32
California Reserves C32
Defense Distribution Depot San Joaquin C21
Edwards AF Base C21
Fort Hunter Liggett C21
Los Angeles AF Base C42
Mcas El Toro Santa Ana Ca C31
Mcas Tustin Ca C31
Military Ocean Terminal Concord C32
Nas Alameda Ca C53
Nas Lemoore Ca C21
Nrc Stockton Ca C21
Sacramento AR Depot C31
Travis AF Base C31
Presidio Of Monterey C53
Mcas Miramar C43
Naval Base Ventura City Pt Mugu Ca C53
Fort Ord C53
FRC North Island C43
Hunters Point Annex C53
Mcb Camp Pendleton Ca C43
Mcrd San Diego Ca C43
Naval Base Point Loma C43
Naval Weapons Station Seal Beach C43
Navsta San Diego Ca C43
Ns Treasure Island Ca C53
Nsa Monterey C53
Nsy Mare Island Ca C43
Pwc San Francisco Ca C53
Vandenberg AF Base C42
Colorado Buckley AF Base C21
Cheyenne Mountain AF Station C21
Colorado National Guard C21
Colorado Reserves C21
Fort Carson C21
Peterson AF Base C21
35
UFC 1-200-01
20 June 2016

Colorado Pueblo Chemical Depot C21
Rocky Mountain Arsenal C21
Schriever AF Base C21
USAF Academy C21
Connecticut Connecticut National Guard C31
Connecticut Reserves C31
Nwirp Bloomfield Ct C31
Stratford AR Engine Plant C32
Subase New London Ct C43
Delaware Delaware National Guard C31
Delaware Reserves C32
Dover AF Base C32
District of Columbia Naval Station Washington Navy Yard C33
Joint Base Anacostia-Bolling C31
Marbks Washington Dc C31
District Of Columbia National Guard C31
Washington DC Reserves C31
Florida Florida National Guard C53
Florida Reserves C53
Cecil Field Fl Nas C31
Nsa Orlando C31
Orlando Fl Ntc C31
Hurlburt Field C53
Eglin AF Base C53
Macdill AF Base C53
Navsta Mayport Fl C43
Nsa Panama City C53
Patrick AF Base C53
Tyndall AF Base C53
Usag Miami C42
Blount Island Command C43
Frc Jacksonville C42
Nas Pensacola Fl C53
Nas Whiting Fld Milton Fl C31
NOMI Pensacola C53
Nas Key West Fl C53
36
UFC 1-200-01
20 June 2016

Georgia Nsa Athens C31
Mclb Albany Ga C31
Fort Benning C31
Fort Gordon C31
Fort Mcpherson C31
Fort Stewart C31
Ft Mcpherson Brac/Excess Sites C31
Georgia National Guard C31
Georgia Reserves C31
Moody AF Base C31
Robins AF Base C31
Nas Atlanta Ga C31
Subase Kings Bay Ga C43
Hawaii Kaena Point Sattelite Tracking Station C53
NAS Barbers Pt Hi C43
Fort Shafter C43
Hawaii National Guard C43
Hawaii Reserves C42
Joint Base Pearl Harbor-Hickam C43
Pacific Missile Range Facility, Hawaii C43
Schofield Barracks C42
Wheeler AR Airfield C42
Mcb Hawaii Kaneohe C53
Idaho Idaho National Guard C21
Idaho Reserves C21
Mountain Home AF Base C21
Illinois Illinois National Guard C31
Illinois Reserves C31
Navsta Great Lakes Il C31
Rock Island Arsenal C31
Scott AF Base C31
Indiana CRANE AR AMMUNITION ACTIVITY C31
Fort Benjamin Harrison C31
Indiana National Guard C31
Indiana Reserves C31
Newport Chemical Depot C31
Nsa Crane C31
37
UFC 1-200-01
20 June 2016

Iowa Iowa AR Ammunition Plant C31
Iowa National Guard C31
Iowa Reserves C31
Kansas Fort Riley C21
Mcconnell AF Base C31
Fort Leavenworth C31
Kansas National Guard C21
Kansas Reserves C31
Kentucky Blue Grass AR Depot C31
Fort Campbell C31
Fort Knox C31
Kentucky National Guard C31
Kentucky Reserves C31
Louisville Ky Nswc C31
Louisiana Hdqtrs 4Th Maw New Orleans La C42
Barksdale AF Base C31
Fort Polk C31
Louisiana AR Ammunition Plant C31
New Orleans Nas Annex C31
Louisiana National Guard C43
Louisiana Reserves C43
Nsa New Orleans La C42
Maine Maine National Guard C33
Maine Reserves C33
Nas Brunswick Me C32
Maryland Aberdeen Proving Ground C21
Fort Detrick C31
Fort George G Meade C31
Joint Base Andrews C31
Maryland National Guard C31
Maryland Reserves C31
Nsa Thurmont C31
Nswc Carderock Md C31
Us AR Research Laboratory Adelphi C31
Walter Reed National Military Medical Center C31
Washington DC National Guard C31
Washington Headquarters C31
38
UFC 1-200-01
20 June 2016

Maryland NSA South Potomac C31
NSA Annapolis C31
Nas Patuxent River Md C31
Massachusetts Hanscom AF Base C31
Nwirp Bedford Ma C31
Soldier Systems Center C31
South Weymouth Ma Nas C31
Cape Cod AF Station C33
Fort Devens C21
Massachusetts National Guard C31
Massachusetts Reserves C31
Michigan Detroit Arsenal C21
Michigan National Guard C21
Michigan Reserves C21
USAG Selfridge C21
Minnesota Minnesota National Guard C21
Minnesota Reserves C21
Mississippi Columbus AF Base C31
Mississippi National Guard C31
Mississippi Reserves C31
Cbc Gulfport Ms C53
Keesler AF Base C53
NS Pascagoula MS C43
Missouri Lake City AR Ammunition Plant C31
Missouri National Guard C31
Missouri Reserves C31
Whiteman AF Base C31
Fort Leonard Wood C31
Mcsptact Kansas City Mo C21
Nas Meridian Ms C31
Montana Ellsworth AF Base C21
Malmstrom AF Base C21
Montana National Guard C21
Montana Reserves C21
39
UFC 1-200-01
20 June 2016

Nebraska Cornhusker AR Ammunition Plant C21
Nebraska National Guard C21
Nebraska Reserves C21
Offutt AF Base C31
Nevada Nellis AF Base C21
Nevada National Guard C21
Nevada Reserves C21
Hawthorne AR Depot C42
Nas Fallon Nv C21
New Hampshire New Boston AF Station C21
New Hampshire National Guard C21
New Hampshire Reserves C21
Nsy Portsmouth Nh C33
New Jersey Joint Base Mcguire-Dix-Lakehurst C31
New Jersey National Guard C31
New Jersey Reserves C31
Picatinny Arsenal C31
Fort Monmouth C32
Naval Weapons Station Earle Nj C32
New Mexico Holloman AF Base C21
Kirtland AF Base C21
White Sands Missile Range C21
Cannon AF Base C21
New Mexico National Guard C21
New Mexico Reserves C21
New York Marcorps Dist 1 Garden City Ny C32
Navsuppu Saratoga Springs Ny C21
New York National Guard C21
New York Reserves C21
Nwirp Bethpage Ny C32
Nwirp Calverton Ny C32
Rome Laboratory C31
Seneca AR Depot Activity C31
Usma C31
Watervliet Arsenal C21
Fort Drum C31
Fort Hamilton C33
40
UFC 1-200-01
20 June 2016

North Carolina Seymour Johnson AF Base C31
Fort Bragg C31
Mcb Camp Lejeune Nc C43
Military Ocean Terminal Sunny Point C53
North Carolina National Guard C31
North Carolina Reserves C31
Pope AF Base C31
Frc/Mcas Cherry Point C43
North Dakota Cavalier AF Station C21
Grand Forks AF Base C21
Minot AF Base C21
North Dakota National Guard C21
North Dakota Reserves C21
Ohio Defense Supply Center Columbus C31
Joint System Manufacturing Center Lima C31
Ohio National Guard C31
Ohio Reserves C31
Wright-Patterson AF Base C31
Oklahoma Altus AF Base C21
Fort Sill C21
Oklahoma National Guard C31
Oklahoma Reserves C31
Tinker AF Base C31
Vance AF Base C31
Oregon Umatilla Chemical Depot C21
Oregon National Guard C31
Oregon Reserves C32
Pennsylvania Carlisle Barracks C31
Defense Distribution Depot Susquehanna C21
Defense Supply Center Philadelphia C31
Fort Indiantown Gap C31
Letterkenny AR Depot C31
Nsa Mechanicsburg Pa C31
Ord Research Lab Univ Park Pa C31
Pennsylvania National Guard C31
Pennsylvania Reserves C31
Philadelphia Pa Ns C31
41
UFC 1-200-01
20 June 2016

Pennsylvania Scranton AR Ammunition Plant C21
Tobyhanna AR Depot C21
Warminster Pa Nawc-Ad C31
Rhode Island Davisville Ri Cbc C32
Rhode Island National Guard C32
Rhode Island Reserves C32
Navsta Newport Ri C33
South Carolina Fort Jackson C21
Shaw AF Base C31
South Carolina National Guard C31
South Carolina Reserves C31
Joint Base Charleston C43
Mcas Beaufort Sc C43
Mcrd Beaufort Pi Sc C43
South Dakota South Dakota National Guard C21
South Dakota Reserves C21
Tennessee Defense Depot Memphis C31
Nsa Midsouth Memphis Tn C31
Arnold AF Base C31
Holston AR Ammunition Plant C31
Milan AR Ammunition Plant C31
Tennessee National Guard C31
Tennessee Reserves C31
Texas Fort Bliss C21
Laughlin AF Base C31
Applied Research Lab Austin Tx C31
Brooks City Base C31
Dyess AF Base C21
Fort Hood C31
Goodfellow AF Base C21
Longhorn AR Ammunition Plant C32
Mcalester AR Ammunition Plant C31
Nwirp Dallas Tx C31
Nwirp Mcgregor Tx C31
Red River AR Depot C31
Sheppard AF Base C21
Texas National Guard C31
42
UFC 1-200-01
20 June 2016

Texas Texas Reserves C31
Joint Base San Antonio C31
Nas Kingsville Tx C31
Navsta Ingleside Tx C53
Corpus Christi AR Depot C53
Nas Corpus Christi Tx C53
Utah Dugway Proving Ground C21
Deseret Chemical Depot C21
Utah National Guard C22
Utah Reserves C22
Hill AF Base C22
Tooele AR Depot C21
Vermont Vermont National Guard C21
Vermont Reserves C21
Virginia Arlington National Cemetery C31
Dam Neck Naval Station C43
Defense Supply Center Richmond C31
Fort Ap Hill C31
Fort Belvoir C31
Fort Lee C31
Fort Myer C31
Hqbn Hqmc Arlington Va C31
Joint Base Myer-Henderson Hall C31
Mcb Quantico Va C31
Naval Weapons Station Yorktown C33
NOSTRA Yorktown C33
Radford AR Ammunition Plant C31
Navsta Norfolk Va C43
Norfolk Nsy Portsmouth Va C43
Nsa Northwest C31
Joint Base Langley–Eustis C33
Joint Expeditionary Base Little Creek-Fort Story C43
Navmedcen Portsmouth Va C43
Nas Oceana Va C32
Virginia National Guard C31
Virginia Reserves C31
43
UFC 1-200-01
20 June 2016

Washington Fairchild AF Base C21
Joint Base Lewis-Mcchord C32
Mcrc Yakima C2
Washington National Guard C32
Washington Reserves C32
Applied Physics Lab Seattle Wa C43
Naval Base Kitsap C43
Nas Whidbey Island Wa C53
Navmag Indian Island Wa C53
Navsta Everett Wa C53
Ns Puget Sound Wa C43
West Virginia Allegany Ballistics Lab C31
Nsa Sugar Grove C31
West Virginia National Guard C31
West Virginia Reserves C31
Wisconsin Badger AR Ammunition Plant C21
Fort Mccoy C21
Wisconsin National Guard C21
Wisconsin Reserves C21
Wyoming Wyoming National Guard C21
Wyoming Reserves C21
44
UFC 1-200-01
20 June 2016

Mariana Islands Agana Guam Nas C53
Guam National Guard C42
Guam Reserves C42
Joint Region Marianas C53
Puerto Rico Naval Activity Puerto Rico C53
Fort Buchanan C52
Puerto Rico National Guard C52
Puerto Rico Reserves C53
Roosevelt Roads NS C53
United States Virgin Islands Virgin Islands National Guard C53
Virgin Islands Reserves C52
Cuba Navsta Guantanamo Bay C53
*1. ESC value is based on installation location greater than 6.0 miles (9.66 km) from a salt water
source. If the project site is less than 6.0 miles (9.66 km) from a saltwater source use next highest
ESC or verify category with ICCET. If project site is proximate to a pollution source, use the next
highest ESC.
*2. ESC value is based on installation location greater than 1.0 mile (1.61 km) from a salt water
source and less than 6 miles (9.66 km). If the project site is less than 1.0 mile (1.6 km) from a
saltwater source or near a pollution source, use the next highest ESC.
*3. ESC value is based on installation location less than 1.0 mile (1.61 km) from a salt water source.
If project site is proximate to a pollution source, use the next highest ESC if available.
45
UFC 1-200-01
20 June 2016
Table B-2 ESC for Outside US, Its Territories and Possessions
OUTSIDE UNITED STATES, ITS TERRITORIES AND POSSESSIONS

Continent/Region Country Installation Master Name ESC*
Africa Djibouti Camp Lemonnier C42
Egypt Navmedrschu Three Cairo Egypt C32
Asia Afghanistan Camp Eggers C21
Afghanistan Camp Marmal C21
Bahrain Nsa Bahrain C31
Israel Attache Israel C32
Iraq Al Taqaddum Army Base C21
Iraq Camp Fallujah C21
Iraq Camp Taji C21
Japan Shariki Communication Site C31
Japan Camp Zama C32
Japan Comfleact Kadena Okinawa Ja C51
Japan Comfleact Sasebo Ja C31
Japan Comfleact Yokosuka Ja C31
Japan Fort Buckner C51
Japan Kadena Air Base C51
Japan Mcas Iwakuni Ja C43
Japan Mcb Camp S D Butler Okinawa Ja C53
Japan Misawa Air Base C31
Japan Naf Atsugi Ja C31
Japan Naf Misawa Ja C31
Japan Sagami Depot C31
Japan Yokota Air Base C31
Kyrgyzstan Manas International Airport C2
Korea Area 1, Korea C31
Korea Taegu Air Base C31
Kuwait Ahmed Al Jaber Air Base C21
Qatar Al Udeid Air Base C31
Qatar As Sayliyah Army Base C21
Qatar Bagram AF Base C31
Singapore Navregcontrctr Singapore C53
Turkey Incirlik Air Base C32
Turkey Izmir Air Station C33
Turkey Kurecik AF Base C21
United Arab Emirates Al Dhafra AF Base C31
46
UFC 1-200-01
20 June 2016

Europe Brussels Usag Benelux C31
Bosnia Camp Bedrock C21
Germany Germersheim AR Depot C31
Germany Landstuhl C31
Germany Ramstein Air Base C31
Germany Spangdahlem Air Base C31
Germany Taylor Barracks C31
Germany Usag Ansbach C21
Germany Usag Bamberg C31
Germany Usag Baumholder C31
Germany USAG Darmstadt C31
Germany Usag Franconia C21
Germany Usag Giessen C32
Germany Usag Grafenwoehr C21
Germany Usag Heidelberg C31
Germany Usag Hessen C31
Germany Usag Hohenfels C2
Germany Usag Kaiserslautern C31
Germany Usag Mannheim C31
Germany Usag Schinnen C31
Germany Usag Schweinfurt C31
Germany Usag Stuttgart C31
Germany Usag Wiesbaden C31
Germany Wuerzburg Tng Areas C31
Greece Nsa Souda Bay Gr C31
Iceland Nas Keflavik C4
Italy Aviano Air Base C31
Italy Nas Sigonella It C31
Italy Nsa Naples It C31
Italy Usag Livorno C3
Italy Usag Vicenza C3
Kosovo Camp Bondsteel C21
Kosovo Camp Monteith C21
Netherlands Jfc North C31
Portugal Lajes Field C5
Spain Moron Air Base C31
Spain Navsta Rota Sp C43
United Kingdom Alconbury Royal Af Station C31
47
UFC 1-200-01
20 June 2016

Europe United Kingdom Croughton Royal Af Station C31
United Kingdom Fairford Royal Af Station C31
United Kingdom Lakenheath Royal Af Station C31
United Kingdom Mildenhall Royal Af Station C31
Indian Ocean British Indian Ocean Territory Navsuppfac Diego Garcia Io C5
North America Greenland Thule Air Base C21
Honduras Enrique Soto Cano AF Base C31
Oceania Australia Navcommsta H E Holt Exmouth As C31
Marshall Islands Us AR Kwajalein Atoll C53
South America Peru Navmedrschcen Det Lima Peru C53
*1. ESC value is based on installation location greater than 6.0 miles (9.66 km) from a salt water source. If
the project site is less than 6.0 miles (9.66 km) from a saltwater source use next highest ESC or verify
category with ICCET. If project site is proximate to a pollution source, use the next highest ESC.
*2. ESC value is based on installation location greater than 1.0 mile (1.61 km) from a salt water source and
less than 6 miles (9.66 km). If the project site is less than 1.0 mile (1.61 km) from a saltwater source or
near a pollution source, use the next highest ESC.
*3. ESC value is based on installation location less than 1.0 mile (1.61 km) from a salt water source. If
project site is proximate to a pollution source, use the next highest ESC if available.
/2/
48

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UFC 1-200-01

UNIFIED FACILITIES CRITERIA (UFC)

DoD BUILDING CODE

APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED

DoD BUILDING CODE (GENERAL BUILDING REQUIREMENTS)

U.S. ARMY CORPS OF ENGINEERS

NAVAL FACILITIES ENGINEERING COMMAND (Preparing Activity)

AIR FORCE CIVIL ENGINEER CENTER

Record of Changes (changes are indicated by \1\ … /1/)

JAMES C. DALTON, P.E. JOSEPH E. GOTT, P.E.

EDWIN H. OSHIBA, SES, DAF MICHAEL McANDREW

Document: UFC 1-200-01, DoD BUILDING CODE (GENERAL BUILDING

Superseding: UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, dated 1 July

• Creation of a single source reference for the latest building code.

Non-Unified Items: This document contains no-non-unified items.

TABLE 3-1 POLICY RELATED TO PHYSICAL SECURITY ........................................ 17

This Page Intentionally Left Blank

1-1 PURPOSE AND SCOPE.

1-3 LEVELS OF CONSTRUCTION.

1-3.1 Permanent Construction.

1-3.2 Semi-permanent Construction.

1-3.3 Temporary Construction.

1-4.1 Building Codes.

1-4.2 Referenced Codes and Substitutions.

References in this code to other codes must be treated as follows:

• All references to the International Fuel Gas Code (IFGC) must be

UFC are effective upon issuance for projects as follows:

1-6 UFC HIERARCHY.

1-7 FACILITIES IN SUPPORT OF MILITARY OPERATIONS.

1-7.1 UFC 1-201-01.

1-7.2 UFC 1-201-02.

1-7.3 UFC 1-202-01.

1-8 REFERENCES AND DATES OF PUBLICATION.

2-1 CHAPTER 1 – SCOPE AND ADMINISTRATION.

Use IBC Chapter 1, Sections 101 GENERAL, 102 APPLICABILITY, 110

2-2 CHAPTER 2 – DEFINITIONS.

2-3 CHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION.

Use IBC Chapter 3 and UFC 3-600-01.

2-4 CHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE

Use UFC 3-600-01 in lieu of IBC Chapter 4.

2-5 CHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS.

2-6 CHAPTER 6 – TYPES OF CONSTRUCTION.

Use IBC Chapter 6 and UFC 3-600-01.

2-8 CHAPTER 8 – INTERIOR FINISHES.

2-9 CHAPTER 9 – FIRE PROTECTION SYSTEMS.

2-10 CHAPTER 10 – MEANS OF EGRESS.

2-11 CHAPTER 11 – ACCESSIBILITY.

2-12 CHAPTER 12 – INTERIOR ENVIRONMENT.

2-13 CHAPTER 13 – ENERGY EFFICIENCY.

2-14 CHAPTER 14 – EXTERIOR WALLS.

2-15 CHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES.

2-16 CHAPTER 16 – STRUCTURAL DESIGN.

2-18 CHAPTER 18 – SOILS AND FOUNDATIONS.

2-19 CHAPTER 19 – CONCRETE.

2-20 CHAPTER 20 – ALUMINUM.

Use IBC Chapter 21 as modified by UFC 3-301-01. IBC Chapter 21 addresses

2-22 CHAPTER 22 – STEEL.

2-23 CHAPTER 23 – WOOD.

2-24 CHAPTER 24 – GLASS AND GLAZING.