ufc 3 301 01

ufc 3 301 01

UFC 3-301-01

1 June 2013

UNIFIED FACILITIES CRITERIA (UFC

)

STRUCTURAL ENGINEERING

APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED

UFC 3-301-01

1 June 2013

UNIFIED FACILITIES CRITERIA (UFC)

STRUCTURAL ENGINEERING

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

This UFC supersedes UFC 3-301-01, dated 27 January 2010 with change 3 of 31

January 2012.

UFC 3-301-01

1 June 2013

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.

Chief, Engineering and Construction

U.S. Army Corps of Engineers

JOSEPH E. GOTT, P.E.

Chief Engineer

Naval Facilities Engineering Command

SCOTT HARTFORD, Colonel, USAF, P.E.

Director

Facilities Engineering Center of Excellence

AF Civil Engineer Center

MICHAEL McANDREW

Director, Facilities Investment and Management

Office of the Deputy Under Secretary of Defense

(Installations and Environment)

UFC 3-301-01

1 June 2013

UNIFIED FACILITIES CRITERIA (UFC)

REVISION SUMMARY SHEET

Subject: UFC 3-301-01, Structural Engineering

Cancels: UFC 3-301-01, Structural Engineering dated 27 January 2010 with change 3 of 31 January 2012

Description of Changes:

• This UFC adopts the structural design provisions of the 2012 International Building

Code (IBC 2012) for use in DoD building design and renovation.

• Live load table is updated to coordinate with IBC 2012.

• Site-specific structural load data tables for wind are updated to the ultimate design wind speed values from IBC 2012 which are the basic wind speed values from ASCE/SEI 7-

10.

• Site-specific structural load data tables for seismic ground motion parameters are updated to the risk-adjusted maximum considered earthquake values and include the peak ground accelerations from ASCE/SEI 7-10.

Reasons for Changes:

• The updated UFC is designed to be consistent with and to supplement the guidance contained in IBC 2012 as modified by UFC 1-200-01.

Impact: There are negligible cost impacts. However, the following benefit should be realized:

• Load tables ensure that the locations identified and the loadings described are complete and current with the most up-to-date available information.

• DoD structural design criteria are current with industry codes and standards.

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

UFC 3-301-01

1 June 2013

TABLE OF CONTENTS

2-1.1

2-1.2

2-1.3

2-1.4

2-1.5

2-1.6

2-1.7

CHAPTER 1 INTRODUCTION ....................................................................................... 1

1-1

1-2

PURPOSE AND SCOPE ........................................................................... 1

BACKGROUND ........................................................................................ 1

1-3

1-4

APPLICABILITY ........................................................................................ 1

OTHER CRITERIA .................................................................................... 1

1-4.1

1-4.2

1-4.3

General Building Requirements ............................................................. 1

Seismic Design ...................................................................................... 2

Progressive Collapse ............................................................................. 2

1-5 REFERENCES .......................................................................................... 2

CHAPTER 2 MODIFICATIONS TO IBC ......................................................................... 3

2-1 CHAPTER 16 - STRUCTURAL DESIGN .................................................. 3

Section 1603 - CONSTRUCTION DOCUMENTS .................................. 3

Section 1604 - GENERAL DESIGN REQUIREMENTS ......................... 3

Section 1607 - LIVE LOADS .................................................................. 9

Section 1608 - SNOW LOADS ............................................................ 10

2-2

2-2.1

2-2.2

2-2.3

Section 1609 - WIND LOADS .............................................................. 10

Section 1613 - EARTHQUAKE LOADS ............................................... 12

Section 1615 – STRUCTURAL INTEGRITY [Deletion] ........................ 13

CHAPTER 17 - STRUCTURAL TESTS AND SPECIAL INSPECTIONS 13

Section 1701 - GENERAL ................................................................... 13

Section 1703 - APPROVALS ............................................................... 13

2-2.4

2-3

2-3.1

2-3.2

2-4

2-4.1

2-4.2

2-4.3

Section 1704 – SPECIAL INSPECTIONS, CONTRACTOR

RESPONSIBILITY AND STRUCTURAL OBSERVATIONS................. 14

Section 1705 – REQUIRED VERIFICATION AND INSPECTION ........ 16

CHAPTER 18 - SOILS AND FOUNDATIONS ......................................... 18

Section 1808 - FOUNDATIONS ........................................................... 18

Section 1809 - SHALLOW FOUNDATIONS ........................................ 18

CHAPTER 19 - CONCRETE ................................................................... 18

Section 1901 – GENERAL ................................................................... 18

Section 1904 - DURABILITY REQUIREMENTS .................................. 19

Section 1906 – STRUCTURAL PLAIN CONCRETE ........................... 19

i

2-4.4

2-5

2-5.1

2-5.2

2-5.3

2-6

2-6.1

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Section 1907 - MINIMUM SLAB PROVISIONS ................................... 19

CHAPTER 21 - MASONRY ..................................................................... 25

Section 2101 - GENERAL ................................................................... 25

Section 2104 - CONSTRUCTION ........................................................ 25

Section 2109 - EMPIRICAL DESIGN OF MASONRY [Deletion] .......... 26

CHAPTER 22 - STEEL ............................................................................ 26

Section 2204 - CONNECTIONS .......................................................... 26

2-6.2

2-6.3

Section 2205 - STRUCTURAL STEEL ................................................ 26

Section 2210 - COLD-FORMED STEEL .............................................. 26

2-6.4

Section 2211 - COLD-FORMED STEEL LIGHT-FRAMED

CONSTRUCTION ................................................................................ 27

CHAPTER 3 MODIFICATIONS TO ASCE/SEI 7 .......................................................... 29

3-1

3-1.1

3-1.2

3-1.3

3-2

3-2.1

CHAPTER 1 – GENERAL ....................................................................... 29

1.3.1.3 – Performance Based Procedures [Replacement] ................... 29

1.3.1.3.1 – Analysis [Supplement] ....................................................... 29

1.3.1.3.3 – Documentation [Replacement] ........................................... 29

CHAPTER 2 – COMBINATIONS OF LOADS ......................................... 29

2.3.5 – Load Combinations Including Self-Straining Loads [Supplement]

............................................................................................................. 29

3-2.2

3-2.3

3-2.4

3-2.5

3-3

2.4.4 – Load Combinations Including Self-Straining Loads [Supplement]

............................................................................................................. 29

2.5.1 – Applicability [Replacement] ...................................................... 29

2.5.2 – Load Combinations [Deletion] .................................................. 30

2.5.3 – Stability Requirements [Deletion] ............................................. 30

CHAPTER 7 – SNOW LOADS ................................................................ 30

7.4 – Sloped Roof Snow Loads [Supplement] ..................................... 30

CHAPTER 11 – SEISMIC DESIGN CRITERIA ....................................... 30

3-3.1

3-4

3-4.1

3-5

11.2 – Definitions [Replacement] ......................................................... 30

CHAPTER 15 – SEISMIC DESIGN REQUIREMENTS FOR

NONBUILDING STRUCTURES ............................................................ 30

3-5.1

15.4.5 – Drift Limitations [Supplement] ................................................ 30

CHAPTER 4 OTHER STRUCTURES ........................................................................... 31

4-1

4-2

HIGHWAY BRIDGE DESIGN .................................................................. 31

RAILROAD BRIDGE DESIGN ................................................................ 31

ii

B-1.3

B-1.4

B-1.5

B-2

B-2.1

B-2.2

B-2.3

B-3

B-3.1

B-3.2

B-3.3

B-3.4

B-3.5

B-4

B-4.1

B-5

B-5.1

B-5.2

B-5.3

B-5.4

4-3

4-4

4-5

4-6

4-7

4-8

4-9

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TANKS FOR LIQUID STORAGE ............................................................ 31

TANKS FOR PETROLEUM STORAGE .................................................. 31

ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES ......... 31

PRESTRESSED CONCRETE TANKS .................................................... 31

WATER TREATMENT FACILITIES ........................................................ 31

TRANSMISSION TOWERS AND POLES ............................................... 31

ANTENNA TOWERS............................................................................... 31

4-10 PEDESTRIAN BRIDGES ........................................................................ 31

APPENDIX A REFERENCES .................................................................................... 33

APPENDIX B BEST PRACTICES .............................................................................. 39

B-1

B-1.1

B-1.2

STRUCTURAL DESIGN ...................................................................... 39

Building Drift Limits .............................................................................. 39

Impact Resistant Glazing ..................................................................... 39

Hard Wall Buildings ............................................................................. 39

Wind and Seismic Loads on Photovoltaic Arrays ................................. 40

Wind Loads on Buildings with Large Openings.................................... 40

SOILS AND FOUNDATIONS............................................................... 40

Gable Bent Footings ............................................................................ 40

Footings on Expansive Soils ................................................................ 40

Footings Depth Due to Frost ................................................................ 41

CONCRETE ......................................................................................... 43

Slab-on-Ground Concrete Strength ..................................................... 43

Slab-on-Ground Control Joints ............................................................ 43

Slab-on-Ground Drying Shrinkage ....................................................... 43

Slab-on-Ground Vapor Retarder/Barrier .............................................. 43

Post Installed Adhesive Concrete Anchors .......................................... 43

MASONRY........................................................................................... 44

Masonry Veneer Base Detail ............................................................... 44

STEEL ................................................................................................. 44

Shelf Angles for Masonry ..................................................................... 44

Cold-Formed Continuous Beams and Joists ....................................... 44

Masonry Veneer/Steel Stud Wall Detailing .......................................... 44

Steel Structures in Corrosive Environments ........................................ 44

iii

B-5.5

B-5.6

B-5.7

UFC 3-301-01

1 June 2013

Steel Structures in Arctic and Antarctic Zones ..................................... 45

Steel Column Base Plate Shear Transfer ............................................ 46

Steel Joist Connections ....................................................................... 46

B-6

B-6.1

Wood ................................................................................................... 46

Connections ......................................................................................... 46

APPENDIX C ABBREVIATIONS ................................................................................ 47

APPENDIX D MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND

MINIMUM CONCENTRATED LIVE LOADS ........................................ 51

D-1 REFERENCES. ................................................................................... 51

APPENDIX E SITE-SPECIFIC STRUCTURAL LOADING DATA – UNITED STATES,

ITS TERRITORIES AND POSSESSIONS ........................................... 59

E-1 Wind Loading Data Table. ................................................................... 59

E-2

E-3

Snow Loading and Frost Penetration Data Table. ............................... 59

Earthquake Loading Data Table. ......................................................... 59

APPENDIX F SITE-SPECIFIC STRUCTURAL LOADING DATA – OUTSIDE OF THE

UNITED STATES, ITS TERRITORIES AND POSSESSIONS........... 105

F-1

F-2

F-3

Wind Loading Data Table. ................................................................. 105

Snow Loading and Frost Penetration Data Table. ............................. 105

Earthquake Loading Data Table. ....................................................... 105

APPENDIX G SEISMIC SPECTRAL ACCELERATION MAPS AT SELECTED

LOCATIONS OUTSIDE OF THE UNITED STATES, ITS TERRITORIES

AND POSSESSIONS ........................................................................ 157

TABLES

TABLE 2-1 LATERAL DEFLECTION LIMITS FOR FRAMING SUPPORTING

EXTERIOR WALL FINISHES

A,B,C

.................................................................................. 5

TABLE 2-2 - RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES ........... 6

TABLE 2-3 – REQUIRED VERIFICATION AND INSPECTION OF MECHANICAL AND

ELECTRICAL COMPONENTS* ................................................................................... 17

TABLE 2-4 - MAXIMUM ALLOWABLE WALL LOAD AT A THICKENED SLAB FOR

WALL LOAD NEAR CENTER OF SLAB OR NEAR KEYED OR DOWELED JOINTS 21

TABLE 2-5 - MAXIMUM ALLOWABLE WALL LOAD AT A THICKENED SLAB FOR

WALL LOAD NEAR FREE EDGE ................................................................................ 22

TABLE D-1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM

CONCENTRATED LIVE LOADS

G

................................................................................ 51

iv

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TABLE E-1 - WIND LOADING DATA – UNITED STATES, ITS TERRITORIES AND

POSSESSIONS ............................................................................................................ 59

TABLE E-2 - SNOW LOADING AND FROST PENETRATION DATA – UNITED

STATES, ITS TERRITORIES AND POSSESSIONS .................................................... 74

TABLE E-3 - EARTHQUAKE LOADING DATA – UNITED STATES, ITS

TERRITORIES AND POSSESSIONS ........................................................................... 87

TABLE F-1 - WIND LOADING DATA – OUTSIDE OF THE UNITED STATES, ITS

TERRITORIES AND POSSESSIONS ......................................................................... 106

TABLE F-2 – SNOW LOADING AND FROST PENETRATION DATA – OUTSIDE OF

THE UNITED STATES, ITS TERRITORIES AND POSSESSIONS............................ 119

TABLE F-3 - EARTHQUAKE LOADING DATA – OUTSIDE OF THE UNITED

STATES, ITS TERRITORIES AND POSSESSIONS .................................................. 131

FIGURES

FIGURE 2-1 - WIDTHS OF THICKENED SLABS AND SLAB EDGE CONDITIONS

UNDER WALL LOADS ................................................................................................. 24

FIGURE B-1 – DESIGN DEPTH OF BOTTOM OF BUILDING FOUNDATION ............ 42

FIGURE G-1 - AFGHANISTAN – RISK-TARGETED MAXIMUM CONSIDERED

EARTHQUAKE HORIZONTAL GROUND MOTION OF 0.2-SECOND SPECTRAL

RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING), SITE CLASS

B ............................................................................................................... 157

FIGURE G-2 - AFGHANISTAN – RISK-TARGETED MAXIMUM CONSIDERED

EARTHQUAKE HORIZONTAL GROUND MOTION OF 1-SECOND SPECTRAL

RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING), SITE CLASS

B ............................................................................................................... 158

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UFC 3-301-01

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UFC 3-301-01

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CHAPTER 1 INTRODUCTION

PURPOSE AND SCOPE 1-1

This Unified Facility Criteria (UFC) provides requirements for structures designed and constructed for the Department of Defense (DoD). These technical requirements are based on the 2012 International Building Code (IBC 2012), as modified by UFC 1-200-

01. This information shall be used by structural engineers to develop design calculations, specifications, plans, and design-build Requests for Proposal (RFPs).

1-2 BACKGROUND

UFC 1-200-01 uses and supplements IBC 2012 as the building code for DoD. Chapter

2 of this UFC further modifies the IBC for structural-specific design requirements and is organized by the chapter of IBC that each section modifies. Chapter 3 of this UFC further modifies ASCE/SEI 7-10 for structural-specific design requirements and is organized by the chapter of ASCE/SEI 7 that each section modifies. The climatic and seismic data included in this UFC are intended as a tool to assist in the consistent interpretation of the corresponding data in the IBC at significant DoD installations within the United States, and as the basis for applying the provisions of UFC 1-200-01 to significant DoD installations outside of the United States. Chapter 4 provides additional guidance for the design of structures other than buildings. The IBC 2012 and

ASCE/SEI 7-10 section modifications are one of four actions, according to the following legend:

[Addition] – Add new section, including new section number, not shown in IBC

2012 or ASCE/SEI 7-10.

[Deletion] – Delete referenced IBC 2012 or ASCE/SEI 7-10 section.

[Replacement] – Delete referenced IBC 2012 or ASCE/SEI 7-10 section or noted portion and replace it with the narrative shown.

[Supplement] – Add narrative shown as a supplement to the narrative shown in the referenced section of IBC 2012 or ASCE/SEI 7-10.

APPLICABILITY 1-3

This UFC applies to all service elements and contractors involved in the planning, design and construction of DoD facilities worldwide.

1-4

1-4.1

OTHER CRITERIA

Military criteria other than those listed in this document may be applicable to specific types of structure. Such structures shall meet the additional requirements of the applicable military criteria.

General Building Requirements

1

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1 June 2013

Comply with UFC 1-200-01, General Building Requirements. UFC 1-200-01 provides applicability of model building codes and government unique criteria for typical design disciplines and building systems, as well as for accessibility, antiterrorism, security, high performance and sustainability requirements, and safety. Use this FC in addition to UFC

1-200-01 and the UFCs and government criteria referenced therein.

1-4.2 Seismic Design

For seismic design of buildings, refer to UFC 3-310-04.

1-4.3 Progressive Collapse

For design of buildings to resist progressive collapse, refer to UFC 4-023-03.

1-5 REFERENCES

For references see Appendix A.

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2-1

2-1.1

CHAPTER 2 MODIFICATIONS TO IBC

CHAPTER 16 - STRUCTURAL DESIGN

Section 1603 - CONSTRUCTION DOCUMENTS

2-1.1.1 1603.2 - Delegated Engineered Systems [Addition]

The engineer of record for a structure may delegate responsibility for the design of systems or component parts of the structure to a qualified delegated engineer. Both the engineer of record for the structure and the delegated engineer must comply with the requirements of this UFC. The following are some examples of delegated systems. a. Prefabricated wood components b. Cast-in-place post-tensioned concrete structural systems c. Precast, prestressed concrete components d. Open web steel joists and joist girders e. Pre-engineered metal buildings f. Specialty foundation systems g. Structural steel connections h. Cold-formed steel joist/stud/truss framing and pre-fabricated components i. Seismic anchorage of equipment j. Proprietary track for under-hung cranes and monorails k. Autoclaved aerated concrete

The delegated engineer must sign and seal all work they design. The structural engineer of record must review all submittals that have been signed and sealed by the delegated engineer, to verify compliance with the design intent and the specified design criteria and to ensure coordination with the contract documents and other shop drawings. All submittals from the delegated engineer must be approved by the engineer of record prior to the start of fabrication of the system or component part and prior to any field construction that may be affected by the system or component part.

2-1.2 Section 1604 - GENERAL DESIGN REQUIREMENTS

2-1.2.1 1604.3 - Serviceability [Supplement]

The structural designer shall ensure that the maximum allowable frame drift is suitable for the proposed structure considering occupancy, use/function, and all details of

3

UFC 3-301-01

1 June 2013

construction. See ASCE/SEI 7 Appendix C “Serviceability Considerations” including commentary, and Section B-1.1 of UFC 3-301-01 for additional guidance.

In the wind design of a building or a non-building structure, the lateral drift shall not exceed H/480 based on a wind speed with a 10 year MRI. See Figure CC-1 of

ASCE/SEI 7 for wind speeds with a 10 year MRI. Consideration shall be given to the cladding system when evaluating lateral drift as a more stringent drift limitation may be appropriate depending on the cladding system.

Exception: The drift limits can be modified with concurrence/approval from the Authority

Having Jurisdiction.

Wall systems and other building elements that are not part of the lateral force resisting system shall be detailed to ensure that they are not susceptible to damage. Masonry and other brittle wall systems are particularly susceptible to damage if not properly integrated into the design to ensure that they can adequately resist the stresses resulting from the building deformations or are effectively isolated to prevent damage.

Exception: Reinforced concrete frame members not designed as part of the seismic lateral force-resisting system shall comply with Section 21.13 of ACI 318.

All structural vertical load bearing wall elements shall be considered to be part of the lateral force-resisting system. All applicable provisions of UFC 3-310-04 Table 2-1 shall apply.

2-1.2.2 1604.3.1 - Deflections [Replacement]

Deflections of structural members shall not exceed the more restrictive of the limitations of Sections 1604.3.2 through 1604.3.5 or those permitted by Table 1604.3, or Table 2-1 of UFC 3-301-01.

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TABLE 2-1 LATERAL DEFLECTION LIMITS FOR FRAMING SUPPORTING

EXTERIOR WALL FINISHES

a,b,c

Brick veneer

Exterior Insulation Finish Systems

Cement board

Stone Masonry

L/600

L/240

L/360

VERIFY WITH

STONE SUPPLIER

L/240 Plywood and Wood-Based Structural-Use

Panels

Gypsum sheathing L/240

Metal or vinyl siding L/240

Notes to Table 2-1, “LATERAL DEFLECTION LIMITS FOR FRAMING SUPPORTING

EXTERIOR WALL FINISHES”

a. Lateral deflection limits under wind loads or seismic displacements amplified per UFC 3-310-04 Table 2-1. b. The wind load is permitted to be taken as 0.42 times the

“component and cladding” loads for the purpose of determining the deflection limits herein.

2-1.2.3

c. L shall be calculated as L = k*l, where k is the theoretical effective length factor, and l is the actual member length.

1604.5 - Risk Category [Replacement]

Each building and structure shall be assigned a risk category in accordance with Table

2-2 of UFC 3-301-01. Where referenced standard specifies an occupancy category, the risk category shall not be taken as lower than the occupancy category specified therein.

Importance factors for snow load, seismic load, and ice for each risk category are also shown in Table 2-2 of UFC 3-301-01.

Note: IBC section 1604.5.1 shall remain in effect as written.

2-1.2.4 Table 1604.5 [Replacement]

Replace Table 1604.5 of the IBC with Table 2-2 of this UFC. (All references in the IBC to Table 1604.5 shall be interpreted as a reference to Table 2-2 of this UFC.)

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TABLE 2-2 - RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES

Risk

Category

Nature of Occupancy

Seismic

Factor

I

E

Snow

Factor

I

S

Ice

Factor

I i

I

II

III

Buildings and other structures that represent a low hazard to human life in the event of failure, including, but not limited to:

• Agricultural facilities

• Certain temporary facilities

Minor storage facilities

Buildings and other structures except those listed in Risk Categories I, III, IV and V

Buildings and other structures that represent a substantial hazard to human life or represent significant economic loss in the event of failure, including, but not limited to:

• Buildings and other structures whose primary occupancy is public assembly with an occupant load greater than 300 people

• Buildings and other structures containing elementary school, secondary school, or daycare facilities with an occupant load greater than 250

• Buildings and other structures containing adult education facilities, such as colleges and universities, with an occupant load greater than 500

• Group I-2 occupancies with an occupant load of 50 or more resident care recipients but not having surgery or emergency treatment facilities

• Group I-3 occupancies

• Any other occupancy with an occupant load greater than 5,000 a

• Power-generating stations; water treatment facilities for potable water, waste water treatment facilities, and other public utility facilities that are not included in Risk

Categories IV and V

• Buildings and other structures not included in Risk

Categories IV and V containing sufficient quantities of toxic, flammable, or explosive materials that:

Exceed maximum allowable quantities per control area as given in Table 307.1(1) or 307.1(2) or per outdoor control area in accordance with NFPA 1,

Fire Code; and are sufficient to pose a threat to the public if released.

b

• Facilities having high-value equipment, as designated by the Authority Having Jurisdiction

1.00

1.00

1.25

0.8

1.00

1.10

0.80

1.00

1.25

6

Risk

Category

IV

V c

Nature of Occupancy

Buildings and other structures designed as essential facilities, including, but not limited to:

• Group I-2 occupancies having surgery or emergency treatment facilities

• Fire, rescue, and police stations, and emergency vehicle garages

• Designated earthquake, hurricane, or other emergency shelters

• Designated emergency preparedness, communication, and operation centers, and other facilities required for emergency response

• Power-generating stations and other utility facilities required as emergency backup facilities for Risk

Category IV structures.

• Buildings and other structures containing quantities of highly toxic materials that:

Exceed maximum allowable quantities per control area as given in Table 307.1(1) or 307.1(2) or per outdoor control area in accordance with NFPA 1,

Fire Code; and are sufficient to pose a threat to the public if released.

b

• Air traffic control tower (ATCT), Radar Approach

Control Facility (RACF) and air traffic control centers unless the Authority Having Jurisdiction determines that the facility is classified as a non-essential facility and is not required for post-earthquake operations (i.e. minor facility, availability of an alternate temporary control facility, auxiliary outlying field, etc.). Contact the

Authority Having Jurisdiction for additional guidance.

• Emergency aircraft hangars that house aircraft required for post-earthquake emergency response; if no suitable back up facilities exist

• Buildings and other structures not included in Risk

Category V, having DoD mission-essential command, control, primary communications, data handling, and intelligence functions that are not duplicated at geographically separate locations, as designated by the using agency

• Water storage facilities and pump stations required to maintain water pressure for fire suppression

Facilities designed as national strategic military

assets, including, but not limited to:

• Key national defense assets (e.g. National Missile

Defense facilities), as designated by the Authority

Having Jurisdiction.

• Facilities involved in operational missile control, launch, tracking, or other critical defense capabilities

• Emergency backup power-generating facilities required for primary power for Category V occupancy

• Power-generating stations and other utility facilities required for primary power for Category V occupancy, if

7

Seismic

Factor

I

E

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Snow

Factor

I

S

Ice

Factor

I i

1.50

1.0

1.20

1.50

1.25

1.50

Risk

Category

Nature of Occupancy

Seismic

Factor

I

E

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Snow

Factor

I

S

Ice

Factor

I i

emergency backup power generating facilities are not available

Facilities involved in storage, handling, or processing of nuclear, chemical, biological, or radiological materials, where structural failure could have widespread catastrophic consequences, as designated by the

Authority Having Jurisdiction.

Notes to Table 2-2, “RISK CATEGORY OF BUILDINGS AND OTHER

STRUCTURES”

a. For purposes of occupant load calculations, occupancies required by Table

1004.1.2 to use gross floor area calculations shall be permitted to use net floor area to determine the total occupant load. b. Where approved by the building official, the classification of buildings and other structures as Risk Category III or IV based on their quantities of toxic, highly toxic or explosive materials is permitted to be reduced to Risk

Category II, provided it can be demonstrated by hazard assessment in accordance with Section 1.5.3 of ASCE/SEI 7 that a release of the toxic, highly toxic or explosive material is not sufficient to pose a threat to the public. c. A Risk Category has been added to address national strategic military assets. Structures in this risk category are designed to remain elastic during the MCE.

2-1.2.5 1604.11 - Fall Prevention and Protection [Addition]

Fall prevention and protection measures shall be considered at a facility during occupancy and maintenance phases, or whenever there is a need or requirement to perform work at high locations, on equipment, near unprotected sides or edges, holes or openings, deliver material to or store equipment at heights as defined by the following:

• 29 CFR 1926, Subpart M,

• 29 CFR 1910, Subpart D

• Notices of Proposed Rulemaking, 29 CFR 1910

• ANSI/ASSE A1264.1

• ANSI/ASSE Z359

At the planning and design phase of a project, fall hazards shall be considered and eliminated whenever possible. Safe access to the work location at heights shall also be considered. When elimination or prevention of fall hazards is not feasible the design shall include certified and labeled anchorages that are conveniently located to perform the work safely. The anchorages shall meet the following requirements:

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• 29 CFR 1926.500, Subpart M,

• Notices of Proposed Rulemaking, 29 CFR 1910

• ANSI/ASSE Z359

Where fall protection is required in the vicinity of weight-handling equipment, care must be taken to prevent potential conflicts between the weight-handling equipment and the fall protection measures.

2-1.2.5.1 1604.11.1 – Loads, Load Combinations and Impact [Addition]

For fall arrest loads, load combinations and impact factors to be used in the design of fall protection systems refer to ANSI/ASSE Z359 Fall Protection Code/Standards.

2-1.2.5.2 1604.11.2 - Additional Fall Protection Considerations [Addition]

The design for anchorages attached or embedded in concrete shall include both the static and the dynamic loads generated by the fall arrest system.

2-1.2.5.3 1604.12 - Expansion Joints [Addition]

Spacing of expansion joints shall follow the recommendations in NAS Technical Report

No. 65.

2-1.3 Section 1607 - LIVE LOADS

Table D-1 of this UFC includes IBC Table 1607.1 with additional Occupancy or Use classifications for military facilities. The additional classifications that have been added to IBC Table 1607.1 are shown in bold italics within Table D-1.

2-1.3.1 1607.1 General [Replacement]

Live loads are those loads defined in Section 1602.1. Table D-1 of UFC 3-301-01 defines minimum uniformly distributed live loads and minimum concentrated live loads for the design of structures.

2-1.3.2 Table 1607.1 [Replacement]

Replace Table 1607.1 of the IBC with Table D-1 of this UFC. (All references in the IBC to Table 1607.1 shall be interpreted as a reference to Table D-1 of this UFC.)

2-1.3.3 1607.7.1 Loads [Replacement]

Where any structure does not restrict access for vehicles that exceed a 10,000 pound

(4536 kg) gross vehicle weight rating, those portions of the structure subject to such loading shall be designed using the vehicular live loads, including consideration of impact and fatigue, in accordance with the AASHTO Bridge Design Specification.

2-1.3.4 1607.9.3 Hangers [Addition]

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For the purpose of design, the live load on hangers supporting floors and balconies shall be increased by 33 percent to account for impact.

2-1.3.5 1607.11 Distribution of Floor Loads [Supplement]

Add the following to the end of the paragraph: Partial floor live load distribution shall follow Section 4.3.3 of ASCE/SEI 7.

2-1.4 Section 1608 - SNOW LOADS

2-1.4.1 1608.4 - Specific Locations Within the United States [Addition]

Ground snow loads at DoD installations within the United States and its territories and possessions are identified in Table E-2 of UFC 3-301-01, to facilitate consistent interpretation of the information provided in Figure 1608.2 and Table 1608.2.

2-1.4.2 1608.5 - Specific Locations Outside of the United States [Addition]

Ground snow loads at specific locations outside of the United States and its territories and possessions are identified in Table F-2 of UFC 3-301-01. At locations where the ground snow load is not provided, use the best locally available information. For additional guidance contact the Authority Having Jurisdiction.

2-1.4.3 1608.6 - Snow Load Case Studies [Addition]

Snow load case studies may be done to clarify and refine snow loadings at site-specific locations with the approval of the Authority Having Jurisdiction (AHJ). For Risk Category

V facilities or where required by the AHJ a site-specific study shall be conducted if the ground snow load is greater than 30 psf (1.4KPa). The methodology used to conduct snow load case studies at site-specific locations is presented in the Cold Regions

Research and Engineering Laboratory (CRREL) report “Database and Methodology for

Conducting Site Specific Snow Load Case Studies for the United States.”

2-1.5 Section 1609 - WIND LOADS

2-1.5.1 1609.1.1 – Determination of Wind Loads [Supplement]

Add the following to the list of exceptions:

7. For winds parallel to the ridge of open buildings, the wind load delivered to the main wind force resisting system from the bare frames or partially clad end walls shall be determined in accordance with Section 1.3.4.5.4 of the 2010 Supplement to the 2006

Metal Building System Manual.

2-1.5.2 1609.1.3 – Aircraft Hangar Wind Loads [Addition]

Wind load on main wind force resisting system of aircraft hangars shall be determined based on the following conditions:

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Hangar doors closed for winds at the maximum design velocity. The structural forces shall be calculated based upon the assumption of a

“partially enclosed building.” It is permissible to use the large volume reduction factor of ASCE/SEI 7 in determining the design wind pressures.

It shall be assumed that a 1 inch (25 mm) strip around the perimeter of all hangar door panels is an opening and this shall be combined with the area of all unshielded fenestration.

Hangar doors open to the maximum extent possible with a wind velocity of

60 mph (97 km/h). The structural forces shall be calculated upon the assumption of a “partially enclosed building.” Use the total open door area in the large volume reduction factor calculation.

2-1.5.3 1609.2 - Definitions [Replacement]

Replace the definition of Wind-Borne Debris Region in this section and section 202 of

IBC with the following:

WIND-BORNE DEBRIS REGION. For locations within the United States and its territories and possessions, areas within hurricane-prone regions located:

1. Within 1 mile (1.61 km) of the coastal mean high water line where the ultimate design wind speed is 130 mph (58 m/s) or greater; or

2. In areas where the ultimate design wind speed is 140 mph (62.5 m/s) or greater; or Hawaii.

For locations outside of the United States and its territories and possessions, regions where the ultimate design wind speed is 140 mph (63.6 m/s) or greater.

For Risk Category II buildings and structures and Risk Category III buildings and structures, except health care facilities, the windborne debris region shall be based on

Risk Category II wind speeds. For Risk Category IV buildings and structures and Risk

Category III health care facilities, the windborne debris region shall be based on Risk

Category III-IV wind speeds. For Risk Category V buildings and structure the windborne debris region shall be based on Risk Category V wind speeds.

2-1.5.4 1609.3 – Basic Wind Speed [Supplement]

Add the following to the end of the paragraph: For Risk Category V facilities the ultimate design wind speed, Vult, should be determined in accordance with Section 26.5.3 of

ASCE/SEI 7.

2-1.5.5 1609.3.1 - Specific Locations Within the United States

[Replacement]

Ultimate design wind speeds at DoD installations within the United States and its territories and possessions are identified in Table E-1 of UFC 3-301-01 to facilitate

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consistent interpretation of the information provided in Figures 1609A, 1609B, and

1609C. To determine the wind speed at a specific location not included in Table E-1 use the web application on the Applied Technology Council website at http://www.atcouncil.org/windspeed/index.php

2-1.5.6 1609.3.2 - Specific Locations Outside of the United States [Addition]

Ultimate design wind speeds at specific locations outside of the United States and its territories and possessions are identified in Table F-1 of UFC 3-301-01. At locations where the ultimate design wind speed is not provided, use the best locally available information. For additional guidance, contact the Authority Having Jurisdiction.

Use a minimum wind speed of 100 mph (161 km/h) for Risk Category I, 110 mph (177 km/h) for Risk Category II, 115 mph (185 km/h) for Risk Category III and IV or 140 mph

(225 km/h) for Risk Category V at all locations unless a lower wind speed is approved by the Authority Having Jurisdiction.

2-1.5.7 1609.3.3 - Wind Speed Conversion [Addition]

When required, the ultimate design wind speed shall be converted to a nominal design wind speed, V

asd

, using Equation 16-33a.

V

asd

=

√0.6V

ult

(Equation 16-33a)

When required, the ultimate design wind speed shall be converted to fastest-mile wind speeds, V

fm

, using Equation 16-33b.

V

fm

=(

√0.6V

ult

-10.5)/1.05 where:

(Equation 16-33b)

V ult

= ultimate design wind speed determined from Figure 1609A.

2-1.6 Section 1613 - EARTHQUAKE LOADS

2-1.6.1 1613.3.1.1 - Specific Locations Within the United States [Addition]

Seismic parameters at DoD installations within the United States and its territories and possessions are identified in Table E-3 of UFC 3-301-01 to facilitate consistent interpretation of the information provided in Figures 1613.3.1(1) through 1613.3.1(6).

The values in Table E-3 were determined utilizing the web-based United States

Geological Survey (USGS) U.S. Seismic Design Maps Web Application, for ASCE 7-10 utilizing latitude and longitude data. This tool or other approved software may be used to determine seismic design data where site-specific location information is available, and with the approval of the Authority Having Jurisdiction.

The seismic acceleration parameters in Table E-3 were typically determined at the approximate geographical centroid of the installation / city. For larger installations and

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where the potential seismic accelerations vary considerably over relatively short distances, it may not be appropriate to use the acceleration values at the installation centroid. In Table E-3 the larger installations are identified and location specific seismic parameters for sites within the installation shall be determined using the USGS web application. For additional guidance contact the Authority Having Jurisdiction.

2-1.6.2

[Addition]

1613.3.1.2 - Specific Locations Outside of the United States

Seismic ground motion parameters at specific locations outside of the United States and its territories and possessions are identified in Table F-3 of UFC 3-301-01. For locations not shown, the best available information shall be used with the approval of the Authority Having Jurisdiction. Appendix G includes available seismic spectral acceleration maps at selected locations outside of the United States. These maps may be used to interpolate the seismic ground motions at locations that are not identified in

Table F-3.

2-1.6.3 1613.5 – Site Specific Seismicity Study Process [Addition]

The site specific ground motion procedures in Chapter 21 of ASCE/SEI 7 may be used to determine ground motions for any structure.

2-1.7 Section 1615 – STRUCTURAL INTEGRITY [Deletion]

This section shall be deleted in its entirety.

2-2 CHAPTER 17 - STRUCTURAL TESTS AND SPECIAL INSPECTIONS

2-2.1 Section 1701 - GENERAL

2-2.1.1 1701.1 - Scope [Supplement]

Add the following paragraph after the first paragraph:

Contractual relationships and the composition of the architect / engineer / construction

(AEC) team differ from that contemplated by the language of IBC 2012, when doing

DoD construction. When performing design or construction using typical methods for inhouse design, AE design, and contracting for construction, IBC 2012 /ASCE/SEI 7-10 terms of Authority Having Jurisdiction and Building Official shall be as defined in UFC 1-

200-01.

2-2.2 Section 1703 - APPROVALS

2-2.2.1 1703.4 - Performance [Replacement]

New, unusual, or innovative materials, systems or methods previously untried may be incorporated into designs when evidence shows that such use is in the best interest of the Government from the standpoint of economy, lower life-cycle costs, and quality of construction. Supporting data, where necessary to assist in the approval of materials or

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assemblies not specifically provided for in the code, shall consist of valid evaluation reports from International Code Council – Evaluation Services (ICC-ES), or other qualified testing and evaluation service with the prior approval of the Authority Having

Jurisdiction.

2-2.2.2 1703.4.1 - Research and Investigation [Deletion]

This section shall be deleted in its entirety.

2-2.2.3 1703.4.2 - Research Reports [Deletion]

This section shall be deleted in its entirety.

2-2.3 Section 1704 – SPECIAL INSPECTIONS, CONTRACTOR

RESPONSIBILITY AND STRUCTURAL OBSERVATIONS

2-2.3.1 1704.5 – Structural Observations [Replacement]

Replace the first paragraph with the following:

Where required by the provisions of Section 1704.5.1 or 1704.5.2, the contractor shall employ a registered design professional to perform structural observations as defined in

Section 1702.

2-2.3.2 1704.5.1 – Structural Observations for Seismic Resistance

[Replacement]

Replace item number one with the following:

1 - The structure is classified as Risk Category III, IV or V in accordance with Table 2-

2.

Replace item number three with the following:

3 - The structure is assigned to Seismic Design Category E, is classified as Risk Category I or II in accordance with Table 2-2, and is greater than two stories above grade plane.

2-2.3.3 1704.6 – Special Inspector of Record [Addition]

Where required by the provisions of Section 1704.5.1 or 1704.5.2, the services of a

Special Inspector of Record (SIOR) shall be retained by the Contractor as a third party quality assurance agent (see Section 2-17.1 of UFC 1-200-01). The SIOR shall be a licensed professional engineer in a state acceptable to the Authority Having Jurisdiction.

The SIOR shall submit qualifications acceptable to the Authority Having Jurisdiction.

2-2.3.4 1704.6.1 – Duties of the Special Inspector of Record [Addition]

The duties of the SIOR shall include the following:

1. Supervise all Special Inspectors required by the contract documents and the

IBC.

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1 June 2013

2. Submit a letter to the Authority Having Jurisdiction attesting to acceptance of the duties of SIOR. The letter shall be signed and sealed by the SIOR.

3. Verify the qualifications of all of the Special Inspectors.

4. Verify the qualifications of fabricators.

5. Develop the Special Inspection Project Manual, which will identify the specific special inspection requirements for that project and include the applicable directives from the Registered Design Professional and the Authority Having

Jurisdiction. The Special Inspection Project Manual will form the basis for the preconstruction meeting and become part of the construction documents. The information in the Special Inspection Project Manual will be reviewed to verify that all parties have a clear understanding of the special inspection provisions and the individual duties and responsibilities of each party.

6. Organize and preside over a Special Inspection Meeting in which representatives of the Authority Having Jurisdiction, the Contractor, and the

Registered Design Professional in Responsible Charge shall sign the log-insheet documenting their presence at the meeting. A copy of the Special

Inspection Project Manual shall be made available on the job site during construction.

7. Attend preconstruction meetings.

8. Create a file (3- ring binder) for the Special Inspector's daily and biweekly reports and the SI Project Manual. This file shall be located in a conspicuous place in the project trailer/office to allow review by the Building Official and the

Registered Design Professional in Responsible Charge. The file shall be kept up-to-date.

9. Submit a report to Authority Having Jurisdiction and the Registered Design

Professional in Responsible Charge biweekly until all work requiring Special

Inspections is complete. A report is required for each biweekly period in which

Special Inspection activity occurs, and shall include the following:

9.1 A brief summary of the work performed during the reporting time frame.

9.2 Changes and/or discrepancies with the mechanical or electrical component certification, drawings and specifications that were observed during the reporting period.

9.3 Discrepancies which were resolved or corrected.

9.4 A list of nonconforming items requiring resolution.

9.5 All applicable test results.

2-2.3.5 1704.6.2 – Final Inspection Report [Addition]

When the work requiring Special Inspections is completed and all nonconforming items have been resolved to the satisfaction of the Registered Design Professional in

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Responsible Charge, the Contractor shall notify the SIOR to submit a Final Special

Inspection Report to the Authority Having Jurisdiction, the Registered Design

Professional in Responsible Charge, and the Contractor. The Final Special Inspection

Report shall attest that Special Inspection has been performed on all work requiring

Special Inspection and that all nonconforming work was resolved to the satisfaction of the Registered Design Professional in Responsible Charge. The Final Special

Inspection Report shall be signed, dated, and shall bear the seal of the SIOR.

2-2.4 Section 1705 – REQUIRED VERIFICATION AND INSPECTION

2-2.4.1 1705.3.2 – Adhesive Anchors [Addition]

Continuous special inspection is required during installation of post-installed adhesive anchors. The engineer of record shall determine the proof load to be used for field testing and shall indicate in the construction documents which anchors are considered critical for testing.

2-2.4.2 1705.11 – Special Inspections for Seismic Resistance [Supplement]

Add the following before the paragraph: Special Inspections itemized in Sections

1705.11.1 through 1705.11.8 shall apply to structures assigned to Risk Category V.

2-2.4.3 1705.11.6 – Mechanical and Electrical Components [Supplement]

Add the following after the paragraph:

Special inspection and verification are required for Designated Seismic Systems and shall be performed as required by this section and Table 2-3.

The Registered Design Professional in responsible charge shall prepare a Statement of

Special Inspections in accordance with Section 1704 for the Designated Seismic

Systems. The Statement of Special Inspections shall define the periodic walk-down inspections that shall be performed to ensure that the non-structural elements satisfy life safety mounting requirements. The walk-down inspections shall be performed by design professionals who are familiar with the construction and installation of mechanical, and electrical components, and their vulnerabilities to earthquakes. The selection of the design professional shall be subject to the approval of the Authority Having Jurisdiction.

Designated Seismic Systems shall require a final walk-down inspection by the

Registered Design Professional in responsible charge and by the Nonstructural

Component Design Review Panel for Risk Category V installations (see Section 4-

1601.2.2 of UFC 3-310-04). The final review shall be documented in a report. The final report prepared by the Registered Design Professional in Responsible Charge shall include the following:

1. Record/observations of final site visit

2. Documentation that all required inspections were performed in accordance with the Statement of Special Inspections.

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3. Documentation that the Designated Seismic Systems were installed in accordance with the construction documents and the requirements of

Chapter 17, as modified by this section.

2-2.4.4 1705.12 – Testing and Qualification for Seismic Resistance

[Supplement]

Add the following before the first paragraph: Any requirements for structural testing for structures assigned to Seismic Design Category C or higher shall also apply to structures assigned to Risk Category V.

TABLE 2-3 – REQUIRED VERIFICATION AND INSPECTION OF MECHANICAL AND

ELECTRICAL COMPONENTS*

VERIFICATION & INSPECTION

1. Equipment Verification a. Verify model number and serial number are in conformance with project specific seismic qualification (PSSQ). b. Verify Tag ID is correct and installed per specifications.

2. Equipment Mounting a. Verify that Anchor Base Bolting is installed per PSSQ b. Verify that Equipment Bracing is Installed per PSSQ c. Verify that Bracing

Attachments are installed per

PSSQ

3. Utility Conduit/Piping a. Verify that Conduit/Piping is connected to the equipment per PSSQ (flex or rigid) b. Verify that Conduit/Piping is seismically supported independently of equipment and in accordance with PSSQ support requirements.

4. Clearance a. Adjacent Equipment – Verify that there is adequate gap to

Continuous Periodic

x x x x x x x x

17

Standard

Reference

IBC Reference

UFC 3-301-01

1 June 2013

IBC Reference VERIFICATION & INSPECTION

eliminate possibility of pounding. b. Conduit/Piping - Verify that there is adequate gap to eliminate possibility of pounding.

Continuous Periodic

x

Standard

Reference

*All required inspections and verifications shall be carried out for each piece of equipment constituting part of the

Designated Seismic Systems.

2-3 CHAPTER 18 - SOILS AND FOUNDATIONS

2-3.1 Section 1808 - FOUNDATIONS

2-3.1.1 1808.4 - Vibratory Loads [Supplement]

Add the following to the end of the paragraph: Design foundations in accordance with

ACI 351.3R, ACI 350.4R and UFC 3-220-01.

2-3.1.2 1808.8.2.1 - Reinforcement [Addition]

For footings over three feet (914 mm) thick, the minimum ratio of reinforcement area to gross concrete area in each direction shall be 0.0015, with not less than one-half nor more than two-thirds of the total reinforcement required placed near any one face.

Minimum bar size shall be No. 4 (#13M) with a maximum spacing of 12 inches (305 mm).

2-3.2 Section 1809 - SHALLOW FOUNDATIONS

2-3.2.1 1809.5.1 - Frost Line Depth [Addition]

Depths to the frost line at specific locations within the United States and its territories and possessions are identified in Table E-2 of UFC 3-301-01. Frost line depths at specific locations outside of the United States are identified in Table F-2 of UFC 3-301-

01. At locations where frost depths are not provided, use the best locally available information. For additional guidance contact the Authority Having Jurisdiction. For guidance on the depth of footings due to frost see Section B-2.3 of UFC 3-301-01.

2-4 CHAPTER 19 - CONCRETE

2-4.1 Section 1901 – GENERAL

2-4.1.1 1901.5 - Construction Joints [Addition]

Provide construction, contraction, and expansion joints in structures in accordance with

ACI 224.3R and ACI 318, Section 6.4.

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2-4.1.2 1901.6 – Tension Ties [Addition]

Where reinforcement is used as a tension tie, splices shall be made with a full mechanical or full welded splice per chapter 12 of ACI 318.

2-4.1.3 1901.7 – Drying Shrinkage [Addition]

Concrete drying shrinkage shall be determined for the approved concrete mixture per

ASTM C157/C157M as modified by ACI 364.3R and shall not exceed 0.05.

2-4.1.4 1901.8 – Lightweight Concrete Water Content [Addition]

All coarse lightweight aggregate used in a concrete mixture shall be saturate surface dry prior to mixing. The total allowable water in the concrete mixture shall account for the water in the aggregate and admixtures. The water-to-cement ratio shall not exceed

0.50.

2-4.2 Section 1904 - DURABILITY REQUIREMENTS

2-4.2.1 1904.3 - Corrosive Environments [Addition]

In a marine environment where concrete is subjected to salt-water wave action and spray, reinforcement protection shall be in accordance with ACI 357R.

2-4.3 Section 1906 – STRUCTURAL PLAIN CONCRETE

2-4.3.1 1906.1 - Scope [Deletion]

Delete the exception to this section in its entirety.

2-4.4 Section 1907 - MINIMUM SLAB PROVISIONS

2-4.4.1 1907.1 - General [Replacement]

Replace the first line of the paragraph to read: The thickness of concrete floor slabs supported directly on the ground shall not be less than 4 inches (102 mm).

2-4.4.2 1907.2 - Slab-on-Ground Design [Addition]

Slabs-on-ground shall be designed in accordance with ACI 360R, except slabs-onground supporting aircraft loading shall be designed in accordance with UFC 3-260-02.

2-4.4.2.1 1907.2.1 - Wall Loads on Slab-on-Ground [Addition]

Slabs-on-ground shall have adequate thickness to support wall line load as indicated in

Tables 2-4 and 2-5. The thickened portion shall have a minimum width as shown in

Figure 2-1.

2-4.4.2.2 1907.2.2 - Slab-on-Ground Over Permafrost [Addition]

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Design and construction of slabs-on-ground over permafrost shall be in accordance with

UFC 3-130-01 and UFC 3-130-04.

2-4.4.2.3 1907.2.3 - Post-Tensioned Slab-on-Ground [Addition]

The design of post-tensioned slabs-on-ground shall be in accordance with PTI DC10.1.

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TABLE 2-4 - MAXIMUM ALLOWABLE WALL LOAD AT A THICKENED SLAB FOR

WALL LOAD NEAR CENTER OF SLAB OR NEAR KEYED OR DOWELED JOINTS

Thickness of

Thickened Floor

Slab, t e

550 psi

(3.9 MPa)

4 in

(102 mm)

425 lb/ft

(6.2 kN/m)

5 in

(127 mm)

565 lb/ft

(8.2 kN/m)

6 in

(152 mm)

710 lb/ft

(10.4 kN/m)

7 in

(178 mm)

860 lb/ft

(12.6 kN/m)

8 in

1015 lb/ft

(203 mm)

(14.8 kN/m)

9 in

1175 lb/ft

(229 mm)

(17.1 kN/m)

10 in

(254 mm)

1340 lb/ft

(19.6 kN/m)

Slab Line Load Capacity, P

Flexural Strength a

of Concrete

600 psi

(4.1 MPa)

455 lb/ft

(6.6 kN/m)

600 lb/ft

(8.8 kN/m)

755 lb/ft

(11.0 kN/m)

920 lb/ft

(13.4 kN/m)

1080 lb/ft

(15.8 kN/m)

1255 lb/ft

(18.3 kN/m)

1430 lb/ft

(20.9 kN/m)

650 psi

(4.5 MPa)

485 lb/ft

(7.1 kN/m)

640 lb/ft

(9.3 kN/m)

805 lb/ft

(11.7 kN/m)

975 lb/ft

(14.2 kN/m)

1150 lb/ft

(16.8 kN/m)

1330 lb/ft

(19.4 kN/m)

1520 lb/ft

(22.2 kN/m)

700 psi

(4.8 MPa)

510 lb/ft

(7.4 kN/m)

675 lb/ft

(9.9 kN/m)

850 lb/ft

(12.4 kN/m)

1030 lb/ft

(15.0 kN/m)

1215 lb/ft

17.7 kN/m)

1410 lb/ft

(20.6 kN/m)

1605 lb/ft

(23.4 kN/m)

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TABLE 2-5 - MAXIMUM ALLOWABLE WALL LOAD AT A THICKENED SLAB FOR

WALL LOAD NEAR FREE EDGE

Thickness of

Thickened Floor

Slab, t e

550 psi (3.9

MPa)

Slab Line Load Capacity, P

Flexural Strength a

of Concrete

600 psi

(4.1 MPa)

650 psi

(4.5 MPa)

700 psi

(4.8 MPa)

4 in

(102 mm)

330 lb/ft

(4.8 kN/m)

5 in

(127 mm)

435 lb/ft

(6.4 kN/m)

6 in

(152 mm)

550 lb/ft

(8.0 kN/m)

7 in

(178 mm)

665 lb/ft

(9.7 kN/m)

355 lb/ft

(5.2 kN/m)

465 lb/ft

(6.8 kN/m)

585 lb/ft

(8.5 kN/m)

710 lb/ft

(10.4 kN/m)

375 lb/ft

(5.5 kN/m)

495 lb/ft

(7.2 kN/m)

620 lb/ft

(9.1 kN/m)

755 lb/ft

(11.0 kN/m)

395 lb/ft

(5.8 kN/m)

525 lb/ft

(7.7 kN/m)

660 lb/ft

(9.6 kN/m)

800 lb/ft

(11.7 kN/m)

8 in

(203 mm)

785 lb/ft

(11.5 kN/m)

9 in 910 lb/ft

(229 mm) (13.3 kN/m)

840 lb/ft

(12.3 kN/m)

975 lb/ft

(14.2 kN/m)

890 lb/ft

(13.0 kN/m)

1035 lb/ft

(15.1 kN/m)

945 lb/ft

(13.8 kN/m)

1090 lb/ft

(15.9 kN/m)

10 in

(254 mm)

1040 lb/ft

(15.2 kN/m)

1110 lb/ft

(16.2 kN/m)

1180 lb/ft

(17.2 kN/m)

1245 lb/ft

(18.2 kN/m)

Notes for Table 2-4 and Table 2-5: The allowable wall loads are based on a modulus of subgrade reaction (k) of 100 pounds per cubic inch (27.1 MPa/m). The thickness of the thickened slab will be computed by multiplying the above thickness by a constant factor.

Constants for other subgrade moduli are tabulated below.

Modulus of

Subgrade

Reaction (k)

Constant Factor

25 pci

(6.8

MPa/m)

1.3

50 pci

(13.6

MPa/m)

1.1

22

100 pci

(27.1

MPa/m)

1.0

200 pci

(54.3

MPa/m)

0.9

300 pci

(81.4

MPa/m)

0.8

UFC 3-301-01

1 June 2013

For other modulus of subgrade reaction values the constant values may be found from the equation

5

100 k , (�27.1/𝑘 metric). a

For this application the flexural strength of concrete was assumed equal to 9

f '

c

,

(0.75

�𝑓′𝑐 metric) where f’c is the specified compressive strength of concrete in pounds per square inch (MPa).

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FIGURE 2-1 - WIDTHS OF THICKENED SLABS AND SLAB EDGE CONDITIONS

UNDER WALL LOADS

A) SLABS LOADED NEAR THE CENTER

See Figure 2-1 (A) for slab width

B) SLABS LOADED NEAR A KEYED OR DOWELED JOINT

C) SLABS LOADED NEAR A FREE EDGE

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CHAPTER 21 - MASONRY

Section 2101 - GENERAL

2-5

2-5.1

2-5.1.1 2101.2.1 - Allowable Stress Design [Supplement]

Add the following to the end of the paragraph: Masonry shall be designed as reinforced unless the element is isolated from the structure so that vertical and lateral forces are not imparted to the element.

2-5.1.2 2101.2.2 - Strength Design [Supplement]

Add the following to the end of the paragraph: Masonry shall be designed as reinforced unless the element is isolated from the structure so that vertical and lateral forces are not imparted to the element.

2-5.1.3 2101.2.4 - Empirical Design [Replacement]

Masonry shall not be designed by the empirical method.

2-5.1.4 2101.4 - Coupling Beams [Addition]

Design of coupling beams shall be in accordance with paragraph 14.4.5.3 of ASCE/SEI

7.

2-5.1.5 2101.5 - Shear Wall Construction [Addition]

Shear walls shall be running bond construction only; stack bond construction is not permitted.

2-5.2 Section 2104 - CONSTRUCTION

2-5.2.1 2104.1.2 - Placing Mortar and Units [Supplement]

Add the following line to the end of the paragraph: Masonry walls below grade and elevator shaft walls shall be grouted solid.

2-5.2.2 2104.1.3 - Installation of Wall Ties [Supplement]

Add the following line to the end of the paragraph: Corrugated metal brick ties shall not be used.

2-5.2.3 2104.1.7 - Joint Reinforcement [Addition]

Horizontal wall reinforcement shall be continuous around wall corners and through wall intersections, unless the intersecting walls are separated. Reinforcement that is spliced in accordance with the applicable provisions of ACI 530 shall be considered continuous.

2-5.2.4 2104.1.8 - Concrete Masonry Control Joints [Addition]

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Spacing and placement of control joints shall be in accordance with NCMA TEK 10-2C or 10-3.

2-5.2.5 2104.1.9 - Vertical Brick Expansion Joints [Addition]

Spacing, placement, and size of vertical brick expansion joints shall be in accordance with BIA Technical Notes 18 and 18A.

2-5.3 Section 2109 - EMPIRICAL DESIGN OF MASONRY [Deletion]

This section shall be deleted in its entirety.

2-6

2-6.1

CHAPTER 22 - STEEL

Section 2204 - CONNECTIONS

2-6.1.1 2204.2 - Bolting [Supplement]

Add the following to the end of the paragraph: Compressible-washer-type direct tension indicators or twist-off-type tension-control bolts conforming to RCSC,

Specification for Structural Joints Using High-Strength Bolts shall be provided at all bolted connections.

2-6.2 Section 2205 - STRUCTURAL STEEL

2-6.2.1 2205.1 - General [Supplement]

Add the following to the end of the paragraph: Structural steel floor framing systems shall be designed for vibration serviceability in accordance with AISC Design Guide 11.

2-6.2.2 2205.3 - Steel Structures in Corrosive Environments [Addition]

Steel structures or elements exposed to weather, salt spray or other corrosive environments shall be protected through coatings, galvanizing or the use of stainless alloy. Select the appropriate system or material to suit the anticipated exposure. For steel deck exposed to spray from salt, salt water, or brackish water, provide ASTM

A653/A653M G90 galvanizing. For cold-formed steel members exposed to spray from salt, salt water, or brackish water, provide ASTM A653/A653M G90 galvanizing and connect with corrosion-resistant fasteners. See Section B-5.4 of UFC 3-301-01 for additional guidance.

2-6.3 Section 2210 - COLD-FORMED STEEL

2-6.3.1 2210.1.1.2 – Steel Roof Deck [Addition]

Add the following to the end of the paragraph: Steel roof deck shall not be less than 22gauge.

2-6.3.2 2210.1.1.3 - Steel Deck Diaphragms [Addition]

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Design of steel deck diaphragms for in-plane and out-of-plane loads shall be in accordance with the SDI DDM03.

2-6.3.3 2210.1.1.4 - Composite Steel Floor Decks [Addition]

Composite steel floor decks shall be permitted to be designed and constructed in accordance with ANSI/SDI-C.

2-6.4 Section 2211 - COLD-FORMED STEEL LIGHT-FRAMED

CONSTRUCTION

2-6.4.1 2211.6.1 - Diagonal Bracing Material [Addition]

Diagonal bracing material shall be ASTM A653/A653M steel without rerolling, which induces strain hardening and reduces the elongation of the material which is not desirable for performance under seismic loading.

2-6.4.2 2211.8 - Floor Vibrations [Addition]

Cold-formed steel framing systems shall be designed for vibration serviceability in accordance with the proposed design procedure in Floor Vibration Design Criterion for

Cold-Formed C-Shaped Supported Residential Floor Systems thesis by Kraus and

Murray. Proposed design procedure is based on residential construction, but is applicable to all applications of cold-formed floor construction.

2-6.4.3 2211.9 - Brick Veneer/Steel Stud Walls [Addition]

Design of steel stud backup for brick veneer shall follow the recommendations from BIA

Technical Note 28B. In particular the recommendations for minimum stud gage, minimum galvanization, minimum anchorage of studs to track, welding of studs, use of deflection track, allowable stud deflection, wall sheathing and water-resistant barrier shall be followed.

2-6.4.4 2211.10 - Cold-Formed Steel Connections [Addition]

Cold-formed steel members shall be interconnected with screw fasteners or by welding.

The use of pneumatic nailing is permitted only for the connection of cold-formed members to other materials.

2-6.4.5 2211.11 - Galvanized Cold-Formed Framing [Addition]

Cold-formed steel members exposed to spray from salt, salt water, brackish water, or seawater shall be galvanized per ASTM A653/A653M G90 and all fasteners shall be corrosion-resistant.

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3-1

3-1.1

CHAPTER 3 MODIFICATIONS TO ASCE/SEI 7

CHAPTER 1 – GENERAL

1.3.1.3 – Performance Based Procedures [Replacement]

Structural and nonstructural components and their connections shall be demonstrated by a combination of analysis and testing to provide a reliability not less than that expected for similar components designed in accordance with the Strength Procedures of Section 1.3.1.1 when subject to the influence of dead, live, environmental, and other loads. Consideration shall be given to uncertainties in loading and resistance.

3-1.2 1.3.1.3.1 – Analysis [Supplement]

Add to the end of the paragraph: During the design concept stage of development documentation shall be submitted to the Authority Having Jurisdiction for approval of the performance based design approach.

3-1.3 1.3.1.3.3 – Documentation [Replacement]

The procedures used to demonstrate compliance with this section and the results of analysis and testing shall be documented in one or more reports submitted for prior approval to the Authority Having Jurisdiction and to an independent peer review.

3-2 CHAPTER 2 – COMBINATIONS OF LOADS

3-2.1 2.3.5 – Load Combinations Including Self-Straining Loads

[Supplement]

Add to the end of the paragraph: The effect of load T shall be taken into consideration on a structure, its impact on serviceability and long term performance of the facility shall be evaluated. For further information see C2.3.5.

3-2.2 2.4.4 – Load Combinations Including Self-Straining Loads

[Supplement]

Add to the end of the paragraph: The effect of load T shall be taken into consideration on a structure, its impact on serviceability and long term performance of the facility shall be evaluated. For further information see C2.3.5.

3-2.3 2.5.1 – Applicability [Replacement]

Where required by UFC 4-023-03, strength and stability shall be checked to ensure that structures are capable of resisting the effects of progressive collapse with the load combinations provided in UFC 4-023-03.

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3-2.4

This section shall be deleted in its entirety.

2.5.2 – Load Combinations [Deletion]

3-2.5 2.5.3 – Stability Requirements [Deletion]

This section shall be deleted in its entirety.

3-3

3-3.1

CHAPTER 7 – SNOW LOADS

7.4 – Sloped Roof Snow Loads [Supplement]

Add to the end of the paragraph: Where obstructions occur on the roof from equipment such as photovoltaic panels, lightning cable systems, etc., the potential for snow buildup around the obstructions shall be considered.

3-4 CHAPTER 11 – SEISMIC DESIGN CRITERIA

3-4.1 11.2 – Definitions [Replacement]

Replace the definition for Moment Frame with the following:

Moment Frame: A frame in which all members and joints resist lateral forces by flexure as well as along the axis of the members. Moment frames are categorized as intermediate moment frames (IMF), ordinary moment frames (OMF), and special moment frames (SMF).

3-5 CHAPTER 15 – SEISMIC DESIGN REQUIREMENTS FOR

NONBUILDING STRUCTURES

3-5.1 15.4.5 – Drift Limitations [Supplement]

Add the following to the end of the paragraph:

Non-building structures similar to buildings shall comply with lateral drift requirements as specified for buildings in Chapter 12, ASCE/SEI 7.

Exception: The drift limits can deviate from specifications in Chapter 12, ASCE/SEI 7 with concurrence/approval from the Authority Having Jurisdiction.

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CHAPTER 4 OTHER STRUCTURES

HIGHWAY BRIDGE DESIGN 4-1

Design of highway bridges shall be in accordance with AASHTO Bridge Design

Specifications and AISC Highway Structures Design Handbook.

4-2 RAILROAD BRIDGE DESIGN

Design of railroad bridges shall be in accordance with the AREMA Manual for Railway

Engineering.

4-3 TANKS FOR LIQUID STORAGE

Design of tanks for liquid storage shall be in accordance with NFPA 22, AWWA D100,

AWWA D103, AWWA D110 and AWWA D120 as applicable.

4-4 TANKS FOR PETROLEUM STORAGE

Design of tanks for petroleum storage shall be in accordance with UFC 3-460-01.

4-5 ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES

Design of environmental engineering concrete structures shall be in accordance with

ACI 350.

4-6 PRESTRESSED CONCRETE TANKS

Design of prestressed concrete tanks shall be in accordance with ACI 372R.

4-7 WATER TREATMENT FACILITIES

Design of water treatment facilities shall be in accordance with the WEF Manual of

Practice 8.

4-8 TRANSMISSION TOWERS AND POLES

Design of transmission towers shall be in accordance with ASCE 10. Design of transmission poles shall be in accordance with the National Electric Safety Code.

4-9 ANTENNA TOWERS

Design of antenna towers shall be in accordance with ANSI/TIA-222-G.

4-10 PEDESTRIAN BRIDGES

Design of pedestrian bridges shall be in accordance with the AASHTO LRFD Guide

Specifications for Design of Pedestrian Bridges.

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APPENDIX A REFERENCES

COLD REGIONS RESEARCH AND ENGINEERING LABORATORY

http://www.crrel.usace.army.mil/

Database and Methodology for Conducting Site Specific Snow Load Case Studies for the United States

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

OFFICIALS

http://www.transportation.org/

LRFD Bridge Design Specifications, Customary U.S. Units

LRFD Guide Specifications for the Design of Pedestrian Bridges

AMERICAN CONCRETE INSTITUTE

http://www.concrete.org/general/home.asp

ACI 223R, Guide for the Use of Shrinkage-Compensating Concrete

ACI 224R, Control of Cracking in Concrete Structures

ACI 224.3R, Joints in Concrete Construction

ACI 302.1R, Guide for Concrete Floor and Slab Construction

ACI 302.2R, Guide for Concrete Slabs that Receive Moisture-Sensitive Flooring

Materials

ACI 318, Building Code Requirements for Structural Concrete

ACI 350.4R, Design Considerations for Environmental Engineering Concrete Structures

ACI 350, Code Requirements for Environmental Engineering Concrete Structures

ACI 351.3R, Foundations for Dynamic Equipment

ACI 357R, Guide for the Design and Construction of Fixed Offshore Concrete

Structures

ACI 360R, Guide to Design of Slabs-on-Ground

ACI 364.3R, Guide for Cementitious Repair Material Data Sheet

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ACI 372R, Design and Construction of Circular Wire and Strand-Wrapped Prestressed

Concrete Structures

ACI 530, Building Code Requirements for Masonry Structures

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

http://www.aisc.org/

AISC 360, Specification for Structural Steel Buildings

AISC Design Guide 1, Base Plate and Anchor Rod Design

AISC Design Guide 3, Serviceability Design Considerations for Steel Buildings, Second

Edition

AISC Design Guide 11, Floor Vibrations Due to Human Activity

Highway Structures Design Handbook, Second Edition

RCSC Specification for Structural Joints Using High-Strength Bolts

Shear Transfer in Exposed Column Base Plates, Ivan Gomez, Amit Kanvinde, Chris

Smith and Gregory Deierlein

AMERICAN IRON AND STEEL INSTITUTE

http://www.steel.org/

Effective Lengths for Laterally Unbraced Compression Flanges of Continuous Beams

Near Intermediate Supports, J. H. Garrett, Jr., G. Haaijer, and K. H. Klippstein,

Proceedings, Sixth Specialty Conference on Cold-Formed Steel Structures

( http://www.ccfssonline.org/ )

AMERICAN NATIONAL STANDARDS INSTITUTE

http://www.ansi.org/

ANSI/ASSE Z359, Fall Protection Code/Standards

ANSI/ASSE A1264.1, Safety Requirements for Workplace Walking/Working Surfaces and Their Access; Workplace Floor, Wall and Roof Openings, Stairs and Guardrails

Systems

AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY

ASSOCIATION

http://www.arema.org/

Manual for Railway Engineering

34

AMERICAN SOCIETY OF CIVIL ENGINEERS

http://www.asce.org/asce.cfm

ASCE/SEI 7, Minimum Design Loads for Buildings and Other Structures

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1 June 2013

ASCE 10, Design of Latticed Steel Transmission Structures

SEI/ASCE 32, Design and Construction of Frost-Protected Shallow Foundations

ASCE 41, Seismic Evaluation and Retrofit of Existing Buildings

AMERICAN WATER WORKS ASSOCIATION

http://www.awwa.org/

AWWA D100, Welded Carbon Steel Tanks for Water Storage

AWWA D103, Factory-Coated Bolted Steel Tanks for Water Storage

AWWA D110, Wire- and Strand-Wound, Circular, Prestressed Concrete Water Tanks

AWWA D120, Thermosetting Fiberglass-Reinforced Plastic Tanks

ASM WORLD HEADQUARTERS

http://www.asminternational.org/

ASM Handbook Volume 13B Corrosion: Materials

ASTM INTERNATIONAL

http://www.astm.org/

ASTM A653/A653M, Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM C157/C157M, Standard Test Method for Length Change of Hardened Hydraulic-

Cement Mortar and Concrete

BRICK INDUSTRY ASSOCIATION

http://www.gobrick.com/

BIA Technical Note 18, Volume Changes – Analysis and Effects of Movement

BIA Technical Note 18A, Accommodating Expansion of Brickwork

BIA Technical Note 28B, Brick Veneer/Steel Stud Walls

FEDERAL EMERGENCY MANAGEMENT AGENCY

http://www.fema.gov/

FEMA P-361, Design and Construction Guidance for Community Safe Rooms

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INTERNATIONAL CODE COUNCIL

http://www.iccsafe.org/

International Building Code

MCGRAW-HILL

http://www.mhprofessional.com/

Metal Building System Design and Specification, Alexander Newman

METAL BUILDING MANUFACTURERS ASSOCIATION

http://www.mbma.com/

Metal Building Systems Manual, including 2010 Supplement

NATIONAL ACADEMY OF SCIENCES

HTTP://WWW.NATIONALACADEMIES.ORG/

Technical Report No. 65, Expansion Joints in Buildings

NATIONAL CONCRETE MASONRY ASSOCIATION

http://www.ncma.org/Pages/default.aspx

TEK 10-2C, Control Joints for Concrete Masonry Walls – Empirical Method

TEK 10-3, Control Joints for Concrete Masonry Walls – Alternative Engineered Method

NATIONAL FIRE PROTECTION ASSOCIATION

http://www.nfpa.org/

NFPA 22, Standard for Water Tanks for Private Fire Protection

OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

HTTP://WWW.OSHA.GOV/

29 CFR, Part 1926, Safety and Health Regulations for Construction

29 CFR, Part 1910, Occupational Safety and Health Standards for General Industry

29 CFR, Part 1910, Notices of Proposed Rulemaking

POST-TENSIONING INSTITUTE

http://www.post-tensioning.org/

PTI DC10.1, Design of Post-Tensioned Slabs-on-Ground

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STEEL DECK INSTITUTE

http://www.sdi.org/

SDI DDM03, Diaphragm Design Manual Third Edition

ANSI/SDI-C, Composite Steel Floor Deck – Slab

STRUCTURAL ENGINEERS ASSOCIATION OF CALIFORNIA

http://www.seaoc.org/

SEAOC PV1-2012, Structural Seismic Requirements and Commentary for Rooftop

Solar Photovoltaic Arrays

SEAOC PV2-2012, Wind Design for Low-Profile Solar Photovoltaic Arrays on Flat Roofs

TELECOMMUNICATIONS INDUSTRY ASSOCIATION

http://www.tiaonline.org/

ANSI/TIA-222-G, Structural Standards for Antenna Supporting Structures and Antennas

UNITED STATES DEPARTMENT OF DEFENSE, UNIFIED FACILITIES CRITERIA

http://dod.wbdg.org/

UFC 1-200-01, General Building Requirements

UFC 3-110-03, Roofing

UFC 3-130-01, General Provisions - Arctic and Subarctic Construction

UFC 3-130-04, Foundations for Structures - Arctic and Subarctic Construction

UFC 3-130-06, Calculations Methods for Determination of Depths of Freeze and Thaw in Soil – Arctic and Subarctic Construction

UFC 3-220-01, Geotechnical Engineering

UFC 3-260-02, Pavement Design for Airfields

UFC 3-310-04, Seismic Design for Buildings

UFC 3-320-06A, Concrete Floor Slabs on Grade Subjected to Heavy Loads

UFC 3-460-01, Design: Petroleum Fuel Facilities

UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings

UFC 4-023-03, Design of Buildings to Resist Progressive Collapse

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UNITED STATES GEOLOGICAL SURVEY

USGS National Center, Earthquake Hazards Program, http://geohazards.usgs.gov/designmaps/us/

U.S. Seismic Design Maps Web Application, Version 3.0.1, for the 2012 version of the

International Building Code

VIRGINIA TECH

http://www.vt.edu/

Kraus and Murray, Floor Vibration Design Criterion for Cold-Formed C-Shaped

Supported Residential Floor systems, Master’s Thesis

WATER ENVIRONMENT FEDERATION

http://www.wef.org/

WEF MOP8, Design of Municipal Wastewater Treatment Plants

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APPENDIX B BEST PRACTICES

STRUCTURAL DESIGN B-1

B-1.1 Building Drift Limits

The IBC and ASCE/SEI 7 provide guidance and discussion on establishing drift limits and load combinations that must be considered in evaluating serviceability. The establishment of acceptable drift limits requires significant engineering judgment.

Application of a requirement that is too stringent can significantly impact the cost of a structure. Requirements that are too lax can lead to damage of rigidly connected components.

The Metal Building Systems Manual provides guidance for allowable drift due to wind loads for pre-engineered metal buildings, and serviceability recommendations for metal buildings can also be found in Chapter L of AISC 360 with additional guidance in AISC

Steel Design Guide 3.

When separate support columns are used for top-running cranes, they should be supported so that differential movement between the crane columns and building columns, due to differences in stiffness, does not overstress either column and result in local column buckling.

B-1.2 Impact Resistant Glazing

Buildings which are subjected to tornado winds can suffer some of the same missile impact damage to the exterior façade of the building as those located in windborne debris regions. The loss of glazing on a building due to missile impact can render the facility inoperable. The loss of glazing will also cause an increase in internal pressure in the building causing further damage. Consideration should be given to providing impact resistant glazing on facilities in tornado prone areas similar to what is required in windborne debris regions. Tornado prone regions are the areas of the United States that have had five or more a recorded EF3, EF4 or EF5 tornadoes per Figure 2-2 in

FEMA P-361.

B-1.3 Hard Wall Buildings

In buildings constructed of load bearing tilt-up or precast structural walls the loss of the roof diaphragm during a high wind event can lead to total collapse of the structure. The following are several possible methods to mitigate this hazard: Create enough fixity between the bottom of the panels and the foundation to provide stability to the wall panels in the event of the loss of the roof diaphragm. Limit the length of continuous wall panels between full height lateral cross bracing elements to better restrain the wall panels. Provide a system of robust continuous ties across the roof diaphragm to preserve the walls if the roof diaphragm fails.

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B-1.4 Wind and Seismic Loads on Photovoltaic Arrays

Guidance on the design wind and seismic loads for roof top photovoltaic arrays can be found in Wind Design for Low-Profile Solar Photovoltaic Arrays on Flat Roofs (SEAOC

PV2-2012) and Structural Seismic Requirements and Commentary for Rooftop Solar

Photovoltaic Arrays (SEAOC PV1-2012), prepared by the Structural Engineers

Association of California Solar Photovoltaic Systems Committee. When designing support structures for photovoltaic arrays, review requirements in UFC 3-110-03

Roofing concerning roof mounted systems including the requirement that supports be permanently affixed to the structure, which means that ballasted systems are not permitted.

B-1.5 Wind Loads on Buildings with Large Openings

When determining wind loads on building containing large openings such as overhead doors in warehouses, maintenance shops, etc., it is recommended that the criteria for hangars in Section 2-1.5.2 of this UFC be used.

B-2 SOILS AND FOUNDATIONS

B-2.1 Gable Bent Footings

Moment frame reactions from metal building gable bents have horizontal thrusts at column bases which can be resisted by several methods. For large thrust forces (40 to

50 kips (118 kN to 222 kN)), tie rods are usually cost-effective. The tie rod can be embedded in a thickened slab or as part of a tie beam between column foundations.

For smaller thrust forces, hairpin rebar may be used to transfer the thrust force from the column anchor bolts into the slab-on-ground reinforcement which acts as the tie between the columns. However, each of these methods requires close attention to detailing of control joints in the slab, isolation joints around a foundation pier and other possible interruptions in the continuous slab reinforcement between columns. Also, future renovation that might require trenching across the continuous slab reinforcement could result in the loss of the tension tie. A third method is to design the foundation for an overturning moment due to the thrust force at the base of the column. Each of these methods can provide the necessary resistance to the thrust force, but needs to be evaluated for each project condition. For further discussion on the design of foundations for gable bent reactions, refer to Metal Building System Design and

Specification by Alexander Newman.

B-2.2 Footings on Expansive Soils

In the presence of expansive soils, footings must be designed to withstand expansive soil movement in order to prevent significant damage to structures. Cyclical expansive soil movement from soil water content, usually caused by a combination of inadequate drainage and seasonal wetting and drying cycles, are especially troublesome. Base the design on soil testing and recommendations by qualified geotechnical engineers.

Ensure soil investigations include estimates of settlement, heave, and recommendations to mitigate effects of expansive soil movement. Ensure positive

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drainage away from structures that will prevent ponding close to structures. Guidance on design of foundations on expansive soils can be found in UFC 3-220-01.

B-2.3 Footings Depth Due to Frost

The depth to which frost penetrates at a site depends on the climate, the type of soil, the moisture in the soil and the surface cover (e.g., pavement kept clear of snow vs. snow covered turf). If the supporting soil is warmed by heat from a building, frost penetration is reduced considerably. The values in Tables E-2 and F-2 represent the depth of frost penetration to be expected if the ground is bare of vegetation and snow cover, the soil is non-frost susceptible (NFS), well-drained (i.e., dry) sand or gravel, and no building heat is available. Thus, these values represent the deepest (i.e., worst case) frost penetration expected in each area. Most building foundations can be at a shallower depth without suffering frost action. (However, other considerations besides frost penetration may affect foundation depth, such as erosion potential or moisture desiccation). For interior footings, which under service conditions are not normally susceptible to frost, the potential effects of frost heave during construction should be considered. Design values for heated and unheated buildings may be obtained by reducing the values in Tables E-2 and F-2 according to Figure B-1. For buildings heated only infrequently, the curve in Figure B-1 for unheated buildings should be used. The curves in Figure B-1 were established with an appreciation for the variability of soil and the understanding that some portions of the building may abut snow-covered turf while other portions abut paved areas kept clear of snow. Foundations should be placed at or below the depths calculated above. The foundation of heated buildings may be placed at a shallower depth than calculated above if protected from frost action by insulation on the cold side, see Figure C1 of SEI/ASCE 32. For more information on the design of foundation insulation, see SEI/ASCE 32. Additional information on which more refined estimates of frost penetration can be made, based on site-specific climatic information, the type of ground cover and soil conditions is contained in UFC 3-130-06.

Figure B-1 Footing Depth Example: The minimum depth needed for footings of a hospital and an unheated vehicle storage building to be built in Fort Drum, New York, is calculated to protect them from frost action. The tabulated frost penetration value for

Fort Drum is 94 inches (Table E-2). Using the “heated” curve in Figure B-1, footings for the hospital should be located 4 feet below the surface. Using the “unheated” curve, footings for the unheated garage should be located 5.5 feet below the surface.

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FIGURE B-1 – DESIGN DEPTH OF BOTTOM OF BUILDING FOUNDATION

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B-3

B-3.1

CONCRETE

Slab-on-Ground Concrete Strength

For slabs-on-ground subject to forklift traffic, it is recommended that the minimum compressive strength for the concrete be 4,000 psi (27.6 MPa) for pneumatic tire traffic and 5,000 psi (34.5 MPa) for steel tire traffic.

B-3.2 Slab-on-Ground Control Joints

For slabs-on-ground it is recommended that the control joints align across the building floor plate to avoid joints ending abruptly along the length or width of a panel. Joints that end abruptly at an adjacent panel edge could cause a crack to propagate into the adjacent panel. For locations where placement of joints at a panel edge are unavoidable, refer to UFC 3-320-06A for additional reinforcement requirements to minimize crack propagation.

Location of control joints in slabs-on-ground need to be coordinated with the joints in hard-surface finishes to avoid having the control joint telegraph through the hardsurface finish.

B-3.3 Slab-on-Ground Drying Shrinkage

Cracking in slabs generally results from drying shrinkage and restraint caused by friction between the slab and subgrade. Curling and warping occur due to differential shrinkage when the top of the slab dries to lower moisture content than the bottom of the slab.

Recommendations for reducing the effects of drying shrinkage can be found in ACI

360R, ACI 224R and ACI 302.1R. Shrinkage compensating concrete can also be used to reduce shrinkage cracking. See recommendations in ACI 223R.

B-3.4 Slab-on-Ground Vapor Retarder/Barrier

To facilitate proper moisture control of a slab-on-ground to meet the moisture limits of water-based adhesives and durability during construction, it is recommended that the vapor retarder have a minimum thickness of 10 mil (250 µm) with a maximum permeance rating of 0.04 perm. Where moisture is a critical issue under the floor covering, such as wood floors, and a vapor barrier required, it is recommended to reduce the maximum permeance rating to 0.01 perm. For further guidance on slabs to receive moisture-sensitive floor coverings refer to ACI 302.2R.

B-3.5 Post Installed Adhesive Concrete Anchors

It is recommended that adhesive anchors be proof loaded during special inspections of critical anchors to the lesser of 50 percent of the expected peak load based on adhesive bond strength or 80 percent of the anchor yield strength with the proof load being sustained for a minimum of 10 seconds.

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B-4

B-4.1

MASONRY

Masonry Veneer Base Detail

The base of the masonry veneer should be placed on a shelf angle or a foundation ledge that is lower than the base of the steel stud wall by at least 4 inches (102 mm).

The width of this shelf angle or foundation ledge will include the width of the masonry veneer and the cavity. This width should not be less than two-thirds of the veneer thickness plus the minimum air space.

B-5

B-5.1

STEEL

Shelf Angles for Masonry

Shelf angles should be hot-dip galvanized structural steel members. Angles should be provided in segments approximately 10 feet (3 m) in length, with gaps between segments. Shelf angles should be detailed to allow enough gaps for thermal expansion and contraction of the steel in angle runs and at building corners. Corners of buildings should have corner pieces with each leg no less than 4 feet (1.2 m) in length where possible.

Limit deflection of horizontal legs of shelf angles under masonry loading to 1/16 inch

(1.6 mm) at the end of the horizontal leg. Rotation of the shelf angle support should be included in the 1/16 inch (1.6 mm) deflection limit for the horizontal leg displacement calculation.

B-5.2 Cold-Formed Continuous Beams and Joists

Guidance on determining the effective length of the unbraced compression flange for cold-formed continuous beams and joists can be found in AISI Effective Lengths for

Laterally Unbraced Compression Flanges of Continuous Beams Near Intermediate

Supports.

B-5.3 Masonry Veneer/Steel Stud Wall Detailing

Recommended details for masonry veneer/steel stud wall assemblies can be found in

BIA Technical Note 28B.

B-5.4 Steel Structures in Corrosive Environments

Steel structures designed for corrosive environments should include consideration of the following corrosion protection measures: a. Box-shaped members should be designed so that all inside surfaces may be readily inspected, cleaned, and painted, or should be closed entirely, except when hot-dip galvanized, to prevent exposure to moisture.

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b. The legs of two back-to-back angle members, when not in contact, should have a minimum separation of 3/8 inch (9.5 mm) to permit air circulation. c. Pockets or depressions in horizontal members should have drain holes to prevent water from ponding in low areas. Positive drainage should be provided away from exposed steel. Column bases should be terminated on concrete curbs or piers above grade, and tops of curbs or piers should be pitched to drain. d. Where extremely corrosive conditions exist, consideration should be given to providing cathodic protection in addition to protective coatings for steel members exposed to salt water moisture environments. e. Structural members embedded in concrete and exterior railing, handrails, fences, guardrails, and anchor bolts should be galvanized or constructed of stainless steel. f. Dissimilar metals, (e.g., aluminum and steel, stainless steel and carbon steel, zinc coated steel and uncoated steel) should be isolated by appropriate means to avoid the creation of galvanic cells which can occur when dissimilar metals come in contact. g. Consult a corrosion specialist certified by NACE International to recommend material protection for elements exposed to heavy industrial pollution, chemicals or corrosive soils. h. For increased serviceability and compatibility with fireproofing use galvanized steel deck in accordance with ASTM A653/A653M. i. Note that some common grades of stainless alloy such as ASTM Type

306 or 316 are susceptible to corrosion when immersed in salt or brackish water.

Further guidance in designing steel structures in corrosive environments can be found in ASM Handbook Volume 13B.

B-5.5 Steel Structures in Arctic and Antarctic Zones

For carbon steel, the transition from ductile to brittle behavior occurs within temperatures to be expected in Arctic and Antarctic zones. Ductility is important for structures in high seismic areas. Toughness, a characteristic also affected by cold temperatures, is important for structures which could be subjected to cyclic or impact loadings. Design of structures which could be subjected to cyclic or impact loads in cold climates should include consideration of the following measures to mitigate potential fatigue and fracture problems: a. Provide ample fillets to avoid stress risers.

45

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b. Use bolted joints whenever possible. If welded joints are used, take precautions to eliminate gas and impurities in welds. Proper preheating and post-cooling are essential. c. Use low-carbon steels and nickel-alloy steel that have good toughness

characteristics at low temperatures.

Steel Column Base Plate Shear Transfer B-5.6

Shear transfer between column base plates and the concrete foundation elements can be accomplished through several load paths including shear friction between the base plate and grout, anchor rod bearing or shear key bearing. The design provisions in

AISC Design Guide 1: Base Plate and Anchor Rod Design should be followed when designing base plates for shear. Research and full scale testing of base plates in shear, conducted at University of California at Berkely, provide further guidance on recommended shear friction coefficient, anchor rod bending length and concrete capacity design of shear key bearing. Results of the testing can be found in the research report Shear Transfer in Exposed Column Base Plates.

B-5.7 Steel Joist Connections

Connections between open web steel joists and supporting girders or joist girders and building columns are in many instances covered by typical details provided by the joist supplier which may not provide the needed capacity for lateral or uplift loading. Each joist connection should be designed specifically for the project and take into consideration the lateral and uplift loads acting on the connection.

B-6 WOOD

B-6.1 Connections

When using prescriptive guidelines in building codes for nailed wood connections, careful consideration needs to be given to ensure a complete load path from the roof to the foundation. The use of metal plate connections for roof trusses, top plates and sill plates is an effective way to provide a more robust load path.

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APPENDIX C ABBREVIATIONS

AASHTO ..... American Association of State Highway and Transportation Officials

ACI .............. American Concrete Institute

AHJ ............. Authority Having Jurisdiction

AISC ............ American Institute of Steel Construction

ANSI ............ American National Standards Institute

AOB ............ Air Operations Building

AREMA ....... American Railway Engineering and Maintenance-of-Way Association

ASCE .......... American Society of Civil Engineers

ASM ............ American Society for Metals

ASTM .......... American Society of Testing and Materials

ATCT ........... Air Traffic Control Tower

AWWA ........ American Water Works Association

BIA .............. Brick Industry Association

CRREL ........ Cold Regions Research and Engineering Laboratory

CS ............... Case Study

DoD ............. Department of Defense

%g ............... Percent Gravity

FEMA .......... Federal Emergency Management Agency

IBC .............. International Building Code

ICC-ES ........ International Code Council – Evaluation Services

IMF .............. Intermediate Moment Frame

in ................. Inches

47

kg ................ Kilogram

kg/m

3

.......... Kilograms per Cubic Meter

km/h ............ Kilometers per Hour

kN................ Kilonewton

kN/m ........... Kilonewton per Meter

kN/m

2

.......... Kilonewton per Square Meter

kPa .............. Kilopascal

lbs ............... Pounds

lb/ft .............. Pounds per Foot

lb/ft

2

............ Pounds per Square Foot

lb/in

2

........... Pounds per Square Inch

m ................. Meter

m

2

................ Square Meter

m/s .............. Meters per Second

mil ............... 0.001 Inches

mm .............. Millimeter

mm

2

............ Square Millimeter

MCE

R

.......... Risk-Targeted Maximum Considered Earthquake

MPa ............. Megapascal

MPa/m ......... Megapascal per Meter

mph ............. Miles per Hour

MRI .............. Mean Recurrence Interval

NACE .......... National Association of Corrosion Engineers

NCMA ......... National Concrete Masonry Association

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NFPA .......... National Fire Protection Association

NFS ............. Non-Frost Susceptible

OMF ............ Ordinary Moment Frame

pci ............... Pounds per Cubic Inch

PGA ............ Maximum Considered Earthquake Geometric Mean (MCE

G

) Peak Ground

Acceleration as defined in ASCE 7-10

psf ............... Pounds per Square Foot

psi ............... Pounds per Square Inch

PSSQ .......... Project Specific Seismic Qualification

RACF .......... Radar Approach Control Facility

RCSC .......... Research Council on Structural Connections

S

S

................ Risk-Targeted Maximum Consider Earthquake (MCE

R

) Ground Motion of

0.2-Second Spectral Response Acceleration as determined by IBC

Section 1613.3.1

S

1

................ Risk-Targeted Maximum Considered Earthquake (MCE

R

) Ground Motion of 1.0-Second Spectral Response Acceleration as determined by IBC

Section 1613.3.1

S

S,5/50

........... Short-period (0.2-second) spectral response acceleration with a 5% probability of being exceeded in 50 years. For reduced “BSE-2E” hazard for existing buildings to be used with target performance objectives as defined in ASCE 41-13. In accordance with ASCE 41-13, the short period

BSE-2E spectral response acceleration need not be greater than S s modified for site class (“BSE-2N”).

S

1,5/50

........... Long-period (1.0-second) spectral response acceleration with a 5% probability of being exceeded in 50 years. For reduced “BSE-2E” hazard for existing buildings to be used with target performance objectives as defined in ASCE 41-13. In accordance with ASCE 41-13, the 1.0-second

BSE-2E spectral response acceleration need not be greater than S

1 modified for site class (“BSE-2N”).

S

S,10/50

......... Short-period (0.2-second) spectral response acceleration with a 10% probability of being exceeded in 50 years

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S

1,10/50

.......... Long-period (1.0-second) spectral response acceleration with a 10% probability of being exceeded in 50 years

S

S,20/50

......... Short-period (0.2-second) spectral response acceleration with a 20% probability of being exceeded in 50 years. Reduced “BSE-1E” hazard for existing buildings to be used with target performance objectives as defined in ASCE 41-13. In accordance with ASCE 41-13, the short period BSE-1E spectral response acceleration need not be greater than 2/3 of S

S modified for site class (“BSE-1N”).

S

1,20/50

Long-period (1.0-second) spectral response acceleration with a 20% probability of being exceeded in 50 years. Reduced “BSE-1E” hazard for existing buildings to be used with target performance objectives as defined in ASCE 41-13. In accordance with ASCE 41-13, the 1.0-second BSE-1E spectral response acceleration need not be greater than 2/3 of S

1

modified for site class (“BSE-1N”).

SEAOC ....... Structural Engineers Association of California

SIOR ........... Special Inspector of Record

SMF ............. Special Moment Frame

SWR ............ Special Wind Region

UFC ............. Unified Facility Criteria

µm ............... micrometer (micron)

V

ASD

............. Nominal Design Wind Speed

V

FM

.............. Fastest Mile Wind Speed

V

ULT

............. Ultimate Design Wind Speed

WEF ............ Water Environment Federation

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APPENDIX D MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, LO, AND

MINIMUM CONCENTRATED LIVE LOADS

REFERENCES.

All section references are to the International Building Code (IBC) 2012. Table D-1 includes IBC 2012 Table 1607.1 with additional Occupancy or Use classification for military facilities that are shown in bold italics.

TABLE D-1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM

CONCENTRATED LIVE LOADS g

OCCUPANCY OR USE

1. Apartments (see residential)

2. Access floor systems

Office use

Computer use

3. Ammunition Storage

High explosives (one story)

Inert explosives (one story)

Pyrotechnics (one story)

Small arms (one story)

Torpedo (one story)

4. Armories and drill rooms

5. Assembly areas

Fixed seats (fastened to floor)

Follow spot, projection and

control rooms

Lobbies

Movable seats

Stage floors

Platforms (assembly)

Other assembly areas

6. Balconies and decks

h

(Balconies serving as

primary means of egress for multiple rooms shall be considered as corridors.)

7. Battery charging room

8. Boiler houses

9. Catwalks

10. Cleaning gear / trash room compactor

11. Cold Storage (Food or provision freezer)

First floor

Upper floors

12. Command Duty Officer Day

room

13. Cornices

UNIFORM

(kPa) (psf)

23.9

16.8

7.2

m

2.9

m

2.4

4.8

m

4.8

m

7.2

m

4.8

m

4.8

m

4.8

---

2.4

4.8

23.9

23.9

23.9

500

350

150 m

60 m

50

100

100 m m

150

100 m m

100 m

100

---

50

100

500

500

500

9.6

9.6

1.9

3.6

19.2

14.4

2.9

2.9

51

200

200

40

75

400

300

60

60

---

---

1.33

---

---

---

---

---

CONCENTRATED

(kN) (lbs.)

---

---

---

---

---

---

---

---

---

---

---

8.9

8.9

---

---

---

---

---

---

---

---

---

---

---

---

---

---

2,000

2,000

---

---

---

---

---

---

---

---

300

---

---

---

---

---

OCCUPANCY OR USE

14. Corridors

First floor

Other floors

15. Court rooms

16. Dining rooms and restaurants

17. Decks – (See Item 6.)

18. Dwellings (see residential)

19. Elevator machine room grating

(on area of 2600 mm

2

(4 in.

2

))

20. Finish light floor plate construction

(on area of 650 mm

2

(1 in.

2

))

21. Fire escapes

On single-family dwellings only

22. Galleys

Dishwashing rooms

General kitchen area

Provision storage (not refrigerated)

Preparation room

Meat

Vegetable

23. Garages (passenger vehicles only)

Trucks & buses

24. Generator rooms

25. Guard House

26. Handrails, guards and grab bars

27. Helipads n

28. Hospitals

Corridors above first floor

Operating rooms, laboratories

Patient rooms

29. Hotels (see residential)

30. Incinerators; charging room

31. Laboratories, normal scientific equipment

32. Latrines / Heads / Toilets /

Washroom

33. Libraries

Reading rooms

Stack rooms

Corridors above first floor

34. Manufacturing

Light

Heavy

UNIFORM

(kPa)

4.8

Same as occupancy served except as indicated

3.8

4.8

m

(psf)

100

Same as occupancy served except as indicated

80

100 m

---

---

---

---

---

4.8

1.9

14.4

12.0

9.6

12.0

4.8

1.9

m

See Section

1607.7 - IBC

9.6

3.6

See Section

1607.8 - IBC

See Section

1607.6 - IBC

3.8

2.9

1.9

---

7.2

6.0

3.6

2.9

7.2

b,m

3.8

6.0

m

12.0

m

52

--- 0.89

100

40

---

300

250

200

---

250

100

40 m

See Section

Note a

See Section

1607.7 - IBC

200

75

See Section

1607.8 - IBC

1607.7 - IBC

---

---

See Section

1607.8 - IBC

See Section

1607.6 - IBC

80

60

40

---

150

125

See Section

1607.6 - IBC

4.45

4.45

4.45

---

---

---

75 ---

60

150 b,m

80

125

250 m m

UFC 3-301-01

1 June 2013

---

---

---

1.33

4.45

4.45

4.45

8.9

13.34

---

---

---

300

CONCENTRATED

(kN)

---

(lbs.)

---

1,000

1,000

1,000

2,000

3,000

200

---

---

Note a

See Section

1607.7 - IBC

---

---

See Section

1607.8 - IBC

See Section

1607.6 - IBC

1,000

1,000

1,000

---

---

---

---

OCCUPANCY OR USE

35. Marquees

36. Mechanical equipment room

(general)

p

37. Mechanical room (HVAC)

38. Mechanical telephone and radio equipment room

39. Morgue

40. Office buildings

File and computer rooms shall be designed for heavier loads based on anticipated occupancy

Lobbies and first floor corridors

Offices

Corridors above first floor

41. Penal Institutions

Cell blocks

Corridors

42. Post offices

General area

Work rooms

43. Power plants

44. Projection booths

45. Pump houses

46. Recreation room

47. Recreational uses:

Bowling alleys, poolrooms and similar uses

Dance halls and ballrooms

Gymnasiums

Reviewing stands, grandstands and bleachers

Stadiums and arenas with fixed seats (fastened to floor)

48. Receiving rooms (radio) including roof areas supporting antennas and electronic equipment

49. Refrigeration storage rooms

Dairy

Meat

Vegetable

UNIFORM

(kPa)

3.6

4.8

6.0

7.2

4.8

---

4.8

2.4

3.8

1.9

4.8

4.8

6.0

9.6

4.8

4.8

4.8

3.6

m

4.8

m

4.8

m

4.8

c,m

100 c,m

(psf)

75

100

125

150

100

---

100

50

80

40

100

100

125

200

100

100

100

75

100 m m

100 m

2.9

c,m

7.2

60 c,m

150

9.6

12.0

13.2

200

250

275

---

---

---

---

---

---

---

---

---

---

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1 June 2013

CONCENTRATED

(kN)

---

---

---

---

---

---

8.9

8.9

8.9

---

(lbs.)

---

---

---

---

---

---

2,000

2,000

2,000

---

---

---

---

---

---

---

---

---

---

---

53

OCCUPANCY OR USE UNIFORM

UFC 3-301-01

1 June 2013

CONCENTRATED

50. Residential

One & two family dwellings

Uninhabitable attics without storage i

Uninhabitable attics with storage i,j,k

Habitable attics and sleeping areas

All other areas k

Hotels and multifamily dwellings

Private rooms & corridors serving them

Corridors serving as primary means of egress to multiple private rooms

Public rooms m

and corridors serving them

51. Roofs

All roof surfaces subject to maintenance workers

Awnings and canopies:

Fabric construction supported by a skeleton structure

All other construction

Ordinary flat, pitched, and curved roofs (that are not occupiable)

Where primary roof members are

(kPa)

3.8

4.8

---

0.23

Nonreducible

1.0

1.0

1.4

1.9

1.9

0.5

1.0

(psf)

80

100

---

5

Nonreducible

20

20

10

20

30

40

40

(kN) (lbs.)

---

---

---

---

---

300

---

---

---

---

---

---

---

1.33

---

---

---

---

---

---

---

--- exposed to a work floor at single panel point of lower chord of roof trusses or any point along primary structural members supporting roofs:

Over manufacturing, storage warehouses, and repair garages --- --- 8.9 2000

All other occupancies

Occupiable roofs:

Roof gardens

Assembly areas

All other similar areas

Roof of PV shade structures

52. Schools

Classrooms

Corridors above first floor

---

4.8

4.8

m

Note l

1.0

1.9

3.8

---

100

100 m

Note l

20

40

80

1.33

---

---

Note l

4.45

4.45

300

---

---

Note l

1,000

1,000

First floor corridors

53. Scuttles, skylight ribs, and accessible ceilings

4.8

---

100

---

4.45

0.89

1,000

200

54

OCCUPANCY OR USE

9.6

12.0

6.0

6.0

14.4

14.4

12.0

d,m

1.9

4.8

6.0

m

11.97

m

9.58

11.97

9.58

14.36

14.36

7.2

47.88

23.94

14.36

4.8

3.6

6.0

m

3.6

7.2

UNIFORM

(kPa)

54. Shops: Manufacturing and

Industrial

Aircraft utility

Assembly and repair

Bombsight (w/o shielding)

Carpenter

Electrical

Engine overhaul

55. Sidewalks, vehicular driveways and yards, subject to trucking

56. Stairs and exits

One- and two-family dwellings

All other

57. Storage warehouses (shall be designed for heavier loads if required for anticipated storage)

General

Light

Heavy

Aircraft

Building Materials

Drugs, paint, oil

Dry Provisions

Groceries, wine, Liquor

Light Tools

Pipe & metal

Paint and oil (one story)

Hardware

58. Stores

Retail

First floor

Upper floors

Wholesale, all floors

59. Tailor shop

60. Telephone exchange rooms and central computer IT server spaces

61. Vehicle barriers See Section

1607.8.3 - IBC

(psf)

200

250

125

125

300

300

250 d,m

See Section

1607.8.3 - IBC

40

100

125

250 m m

200

250

200

300

300

150

1000

500

300

100

75

125 m

75

150

62. Walkways and elevated platforms

(other than exit ways)

Range Towers, Climbing

Towers and other Multi-story

Training Towers

Pedestrian Bridges

63. Yards and terraces, pedestrian

2.9

4.8

AASHTO

o

4.8

m

60

100

AASHTO

o

100 m

1.3

1.3

f f

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CONCENTRATED

(kN)

---

---

---

---

---

---

35.6

e

(lbs.)

---

---

---

---

---

---

8,000 e

300

300 f f

---

4.45

4.45

4.45

---

8.9

1,000

1,000

1,000

---

2000

See Section

1607.8.3 -

IBC

---

See Section

1607.8.3 - IBC

---

--- ---

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Notes to Table D-1, “MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L

O

, AND

MINIMUM CONCENTRATED LIVE LOADS”

For SI: 1 inch = 25.4 mm, 1 square inch = 645.16 mm

2

, 1 square foot = 0.0929 m

2

, 1 pound per square foot = 0.0479 kN/m

2

= 0.0479 kPa, 1 pound = 0.004448 kN, 1 pound per cubic foot = 16 kg/m

3

. a. Floors in garages or portions of building used for the storage of motor vehicles shall be designed for the uniformly distributed live loads of Table 1607.1 or the following concentrated loads: (1) for garages restricted to passenger vehicles accommodating not more than nine passengers, 3,000 pounds (13.34 kN) acting on an area of 4.5 inches x 4.5 inches (114 mm x 114 mm); (2) for mechanical parking structures without slab or deck which are used for storing passenger vehicles only,

2,250 pounds (10.0 kN) per wheel. b. The loading applies to stack room floors that support non-mobile, double-faced library book stacks, subject to the following limitations:

1) The nominal book stack unit height shall not exceed 90 inches (2,290mm).

2) The nominal shelf depth shall not exceed 12 inches (305mm) for each face; and

3) Parallel rows of double-faced book stacks shall be separated by aisles not less than 36 inches (915 mm) wide. c. Design in accordance with the ICC 300. d. Other uniform loads in accordance with an approved method containing provisions for truck loadings shall also be considered where appropriate. e. The concentrated wheel load shall be applied on an area of 4.5 inches by 4.5 inches

(114mm x 114mm). f. The minimum concentrated load on stair treads shall be applied on area of 2 inches by 2 inches (51mm x 51mm). This load need not be assumed to act concurrently with the uniform load. g. Where snow loads occur that are in excess of the design conditions, the structure shall be designed to support the loads due to the increased loads caused by drift buildup or a greater snow design determined by the building official. (See IBC

Section 1608). h. See IBC Section 1604.8.3 for decks attached to exterior walls. i. Uninhabitable attics without storage are those where the maximum clear height between the joist and rafter is less than 42 inches (1067 mm), or where there are not two or more adjacent trusses with the same web configuration capable of accommodating an assumed rectangle 42 inches (1067 mm) high by 24 inches (610 mm) in width, or greater, within the plane of the truss. This live load need not be assumed to act concurrently with any other live load requirements. j. Uninhabitable attics with storage are those where the maximum clear height between the joist and rafter is 42 inches (1067 mm) or greater, or where there are two or more adjacent trusses with the same web configuration capable of

56

UFC 3-301-01

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accommodating an assumed rectangle 42 inches (1067 mm) high by 24 inches (610 mm) in width, or greater, within the plane of the trusses.

The live load need only be applied to those portions of the joists or truss bottom chords where both of the following conditions are met:

1) The attic area is accessible from an opening not less than 20 inches (508 mm) in width by 30 inches (762 mm) in length that is located where the clear height in the attic is a minimum of 30 inches (762 mm); and

2) The slopes of the joists or truss bottom chords are no greater than two units vertical in 12 units horizontal.

The remaining portions of the joist or truss bottom chords shall be designed for a uniformly distributed concurrent live load of not less than 10 psf (0.5 kPa). k. Attic spaces served by stairways other than the pull-down type shall be designed to support the minimum live load specified for habitable attics and sleeping rooms. l. Areas of occupiable roofs, other than roof gardens and assembly areas, shall be designed for appropriate loads as approved by the contracting officer, or the contracting officer’s designated representative. Unoccupied landscaped areas of roof shall be designed in accordance with IBC Section 1607.12.3. m. Live load reduction is not permitted unless specific exceptions of IBC Section

1607.10 apply. n. Helipads supporting military aircraft shall be designed to support the actual aircraft weight and impact loading due to landing. o. For live loads on pedestrian bridges see AASHTO LRFD Guide Specifications for

the Design of Pedestrian Bridges. p. All attics with mechanical units shall be designed for a mechanical equipment room loading.

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APPENDIX E SITE-SPECIFIC STRUCTURAL LOADING DATA – UNITED STATES,

ITS TERRITORIES AND POSSESSIONS

E-1 WIND LOADING DATA TABLE.

Site-specific structural wind loading data for DoD locations within the United States, its territories and possessions is provided in Table E-1.

E-2 SNOW LOADING AND FROST PENETRATION DATA TABLE.

Site-specific structural snow loading and frost penetration data for DoD locations within the United States, its territories and possessions is provided in Table E-2.

E-3 EARTHQUAKE LOADING DATA TABLE.

Site-specific earthquake loading data for DoD locations within the United States, its territories and possessions is provided in Table E-3.

TABLE E-1 - WIND LOADING DATA – UNITED STATES, ITS TERRITORIES AND

POSSESSIONS

Table E-1

State

Alabama

Alaska

Base / City

I

Wind Speed (mph)

Risk Category

II III-IV V I

Wind Speed (km/h)

Risk Category

II III-IV V

Anniston Army

Depot

105 115 120 146 169 185 193 235

Birmingham

105 115 120 146 169 185 193 235

Fort McClellan

105 115 120 146 169 185 193 235

Fort Rucker

Maxwell-Gunther

AFB /

Montgomery

112

105

120

115

128

120

156

146

180

169

193

185

206

193

250

235

Mobile

Redstone

Arsenal /

Huntsville

142

105

155

115

165

120

201

146

229

169

249

185

266

193

323

235

Clear AS

105 110 115 140 169 177 185 225

Eielson AFB

105 110 115 140 169 177 185 225

Elmendorf AFB

120 132 130 158 193 212 209 254

Fort Greely

105 110 115 140 169 177 185 225

Fort Richardson

121 133 132 161 195 214 212 258

Fort Wainwright

105 110 115 140 169 177 185 225

Galena AFB

114 122 129 157 183 196 208 252

Juneau

121 133 138 168 195 214 222 270

59

Table E-1

State

Alaska

Arizona

Arkansas

California

Base / City

Ketchikan

Kodiak

Sitka

Valdez

Wind Speed (mph)

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category Risk Category

I II III-IV V I II III-IV V

126 138 144 175 203 222 232 282

150 160 165 201 241 257 266 323

139 148 150 182 224 238 241 294

128 138 146 178 206 222 235 286

Davis-Monthan

AFB / Tucson

AFB

Fort Huachuca

105

105

115

115

120

120

146

146

169

169

185

185

193

193

235

235

Luke Air Force

Base

Phoenix

MCAS Yuma

105

105

105

115

115

115

120

120

120

146

146

146

169

169

169

185

185

185

193

193

193

235

235

235

Yuma Proving

Ground

105 115 120 146 169 185 193 235

Little Rock AFB

105 115 120 146 169 185 193 235

Pine Bluff

Arsenal

105 115 120 146 169 185 193 235

Alameda

100 110 115 140 161 177 185 225

MCLB Barstow

100 110 115 140 161 177 185 225

Beale AFB

100 110 115 140 161 177 185 225

MCMWTC

Bridgeport

MCB Camp

Pendleton

100

100

110

110

115

115

140

140

161

161

177

177

185

185

225

225

NWS China

Lake

118

SWR

126

SWR

135

SWR

164

SWR

190

SWR

203

SWR

218

SWR

265

SWR

NSWC Corona

NRTF Dixon

100

SWR

110

SWR

115

SWR

140

SWR

161

SWR

177

SWR

185

SWR

225

SWR

100 110 115 140 161 177 185 225

100

SWR

110

SWR

115

SWR

140

SWR

161

SWR

177

SWR

185

SWR

225

SWR

100 110 115 140 161 177 185 225

Edwards AFB

El Centro NAF

Fort Hunter

Ligget

Fort Irwin

Fresno ANG

100

100

100

110

110

110

115

115

115

140

140

140

161

161

161

177

177

177

185

185

185

225

225

225

100 110 115 140 161 177 185 225

NAS Lemoore

60

Table E-1

State

California

Base / City

Los Angeles

AFB / El

Segundo

I

Wind Speed (mph)

Risk Category

II III-IV V I

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category

II III-IV V

100

SWR

110

SWR

115

SWR

140

SWR

161

SWR

177

SWR

185

SWR

225

SWR

Los Angeles

100

SWR

110

SWR

115

SWR

140

SWR

161

SWR

177

SWR

185

SWR

225

SWR

100

SWR

110

SWR

115

SWR

140

SWR

161

SWR

177

SWR

185

SWR

225

SWR

March ARB

McClellan AFB /

Sacramento

NWC Mohave

Range

Presidio of

Monterey

Point Mugu /

Port Hueneme

San Diego

Region

NAS North

Island

NAB Coronada

MCRD

MCAS Miramar

Naval Medical

Ctr

San Diego NS

Point Loma

Moffett Field -

Onizuka /

Sunnyvale

San Clemente

Island Naval

Reservation

100

100

100

100

100

100 110 115 140 161 177 185 225

100

110

110

110

110

110

110

115

115

115

115

115

115

140

140

140

140

140

140

161

161

161

161

161

161

177

177

177

177

177

177

185

185

185

185

185

185

225

225

225

225

225

225

San Nicolas

Island

Seal Beach

NWS

Seal Beach

NWS – Concord

Detachment

100 110 115 140 161 177 185 225

100 110 115 140 161 177 185 225

100 110 115 140 161 177 185 225

61

Table E-1

State

California

Colorado

Connecticut

Delaware

District of

Columbia

Base / City

I

Wind Speed (mph)

Risk Category

II III-IV V I

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category

II III-IV V

Sierra Army

Depot / Herlong

Stockton / San

Joaquin

Peterson AFB /

Colorado

Springs

100

100

Travis AFB

MCB Twentynine

Palms

Vandenberg

AFB

Buckley AFB /

Aurora

Denver

100

100

100

110

110

110

115

115

115

105

SWR

105

SWR

115

SWR

115

SWR

120

SWR

120

SWR

140

140

140

146

SWR

146

SWR

161

161

161

169

SWR

169

SWR

177

177

177

185

SWR

185

SWR

185

185

185

193

SWR

193

SWR

225

225

225

235

SWR

235

SWR

105

SWR

115

SWR

120

SWR

146

SWR

169

SWR

185

SWR

193

SWR

235

SWR

Fort Carson

Cheyenne

Mountain AS /

NORAD

105

SWR

115

SWR

120

SWR

146

SWR

169

SWR

185

SWR

193

SWR

235

SWR

105

110

110

115

115

115

120

140

140

146

161

161

169

177

177

185

185

185

193

225

225

235

Schriever AFB

105 115 120 146 169 185 193 235

105

SWR

115

SWR

120

SWR

146

SWR

169

SWR

185

SWR

193

SWR

235

SWR

USAF Academy

NSB New

London / Groton

124 135 145 176 200 217 233 284

105 115 120 146 169 185 193 235

Dover AFB

Washington

Region

Bolling AFB

Anacostia NS

Fort McNair

Marine

Barracks

NRL

Washington

NDW / Anacostia

Pentagon

Walter Reed

105 115 120 146 169 185 193 235

62

Georgia

Table E-1

State

Florida

Wind Speed (mph)

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category Risk Category

Base / City

Avon Park AS

Cape Canaveral

AFS

I

129

134

II

139

146

III-IV

148

156

V

180

190

I

208

216

II

224

235

III-IV

238

251

V

290

305

Eglin AFB

131 141 152 185 211 227 245 297

Homestead

158 170 181 220 254 274 291 354

Hurlburt Field

NAS

Jacksonville

/

MCSF Blount

Island /

Jacksonville

134

116

145

126

156

136

190

165

216

187

233

203

251

219

305

266

NAS Key West

170 180 200 243 274 290 322 391

MacDill AFB

133 143 151 184 214 230 243 296

NAS Mayport

HQ Southcom /

Miami

119

155

129

167

140

178

170

216

192

249

208

269

225

286

274

348

Orlando

NAS Panama

City

Tampa

127

125

137

135

146

145

178

176

204

201

220

217

235

233

286

284

Patrick AFB

138 150 160 195 222 241 257 313

NAS Pensacola

142 153 165 201 229 246 266 323

131 140 150 182 211 225 241 294

122 133 144 175 196 214 232 282

Tyndall AFB

NAS Whiting

Field / Milton

134 146 156 190 216 235 251 305

MCLB Albany

Athens NCSC

Dobbins AFB /

Atlanta NAS

105

105

105

115

115

115

120

120

120

146

146

146

169

169

169

185

185

185

193

193

193

235

235

235

Fort Benning

105 115 120 146 169 185 193 235

Fort Gordon

Fort McPherson

/ Fort Gillem

105

105

115

115

120

120

146

146

169

169

185

185

193

193

235

235

Fort Stewart

Hunter Army

Airfield /

Savannah

115

121

126

134

137

147

167

179

185

195

203

216

220

237

268

288

NSB Kings Bay

115 124 136 165 185 200 219 266

Moody AFB

105 115 120 146 169 185 193 235

63

Idaho

Illinois

Indiana

Table E-1

State

Georgia

Hawaii

Wind Speed (mph)

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Base / City

Robins AFB

PMRF Barking

Sands, Kauai

Risk Category Risk Category

I II III-IV V I II III-IV V

105 115 120 146 169 185 193 235

115

SWR

130

SWR

145

SWR

176

SWR

185

SWR

209

SWR

233

SWR

283

SWR

115

SWR

130

SWR

145

SWR

176

SWR

185

SWR

209

SWR

233

SWR

283

SWR

MCBH Kaneohe

Bay

Pohakuloa

Training Area

Pearl Harbor

Region:

115

SWR

130

SWR

145

SWR

176

SWR

185

SWR

209

SWR

233

SWR

283

SWR

Camp H.M.

Smith

Fort Shafter

Hickam AFB

Pearl Harbor

Tripler AMC

Wahiawa

Region:

115

SWR

130

SWR

145

SWR

176

SWR

185

SWR

209

SWR

233

SWR

283

SWR

Lualualei

Wahiawa Naval

115

SWR

Reservation

Wheeler AFB

Schofield

Barracks

ARD Bayview

130

SWR

145

SWR

176

SWR

185

SWR

209

SWR

233

SWR

283

SWR

105 115 120 146 169 185 193 235

Boise ANG

Mountain Home

AFB

Fort Sheridan /

Chicago

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Great Lakes

Rock Island

Arsenal

Scott AFB

Springfield

Crane NWSC

Grissom ARB

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

64

Table E-1

State

Indiana

Iowa

Kansas

Kentucky

Louisiana

Maine

Maryland

Wind Speed (mph)

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Base / City

Fort Benjamin

Harrison /

Indianapolis

I

Risk Category

II III-IV V I

Risk Category

II III-IV V

105 115 120 146 169 185 193 235

Des Moines

Fort

Leavenworth

105

105

115

115

120

120

146

146

169

169

185

185

193

193

235

235

Fort Riley

105 115 120 146 169 185 193 235

McConnell AFB

105 115 120 146 169 185 193 235

Fort Campbell

105 115 120 146 169 185 193 235

Fort Knox

105 115 120 146 169 185 193 235

Louisville

105 115 120 146 169 185 193 235

Richmond

105 115 120 146 169 185 193 235

Barksdale AFB

105 115 120 146 169 185 193 235

Fort Polk /

Leesville

105 115 122 148 169 185 196 239

NAS JRB New

Orleans / Belle

Chasse

137 148 158 192 220 238 254 309

105 116 124 151 169 187 200 243

NAS Brunswick

NRTF Cutler

PNSY Kittery

Winter Harbor

NSGA

105 115 121 147 169 185 195 237

111 121 132 161 179 195 212 258

106 116 125 152 171 187 201 245

Aberdeen

Proving Ground

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Adelphi

Andrews AFB

Carderock

NSWC /

Bethesda

Bloods Island

Edgewood

Arsenal

Fort Detrick /

Fredrick

Fort Meade

Indian Head

NSWC

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

65

Table E-1

State

Maryland

Massachusetts

Michigan

Minnesota

Mississippi

Missouri

Base / City

Martin State

ANG

NS Pax River ,

Webster Field /

St. Inigoes

I

Wind Speed (mph)

Risk Category

II III-IV V I

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category

II III-IV V

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

U.S. Naval

Academy /

Annapolis

Fort Devens /

Ayer

105

111

115

122

120

132

146

161

169

179

185

196

193

212

235

258

Hanscom AFB

Natick

Otis AGB /

Falmouth

115

117

131

125

127

140

136

138

151

165

168

184

185

188

211

201

204

225

219

222

243

266

270

296

Westover ARB

Battle Creek

Detroit Arsenal /

Warren

Selfridge ANG

Base

Minneapolis – St

Paul

108

105

105

105

105

119

115

115

115

115

128

120

120

120

120

156

146

146

146

146

174

169

169

169

169

192

185

185

185

185

206

193

193

193

193

250

235

235

235

235

Stennis / Bay St.

Louis

144 158 171 208 232 254 275 335

Columbus AFB

105 115 120 146 169 185 193 235

Gulfport

147 160 174 212 237 257 280 341

Jackson

105 115 120 146 169 185 193 235

Keesler AFB

148 160 176 214 238 257 283 344

NAS Meridian

106 116 122 148 171 187 196 239

Pascagoula NS

149 160 177 215 240 257 285 346

105 115 120 146 169 185 193 235

Vicksburg

Fort Leonard

Wood

105 115 120 146 169 185 193 235

Kansas City

105 115 120 146 169 185 193 235

Overland

St. Louis

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Whiteman AFB

105 115 120 146 169 185 193 235

66

Table E-1

State

Montana

Nebraska

Nevada

New Jersey

New Mexico

New York

Base / City

Great Falls ANG

Malmstrom AFB

Wind Speed (mph)

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

I

105

SWR

105

SWR

Risk Category

II III-IV V

115

SWR

120

SWR

146

SWR

115

SWR

120

SWR

146

SWR

I

169

SWR

169

SWR

Risk Category

II III-IV V

185

SWR

193

SWR

235

SWR

185

SWR

193

SWR

235

SWR

Offutt AFB

Lincoln

NAS Fallon

Indian Springs

AFS

Fort Monmouth

Lakehurst

McGuire AFB

Picatinny

Arsenal

Albuquerque

Cannon AFB

Holloman AFB

Kirtland AFB

White Sands

Buffalo

Fort Drum

Fort Hamilton /

Brooklyn

Griffis AFB /

Rome

NIAGARA

FALLS IAP

NSU Saratoga

Springs

105 115 120 146 169 185 193 235

105

105

105

105 115 120 146 169 185 193 235

Nellis AFB

Nellis AF Range

105 115 120 146 169 185 193 235

NWS Earle /

Colts Neck

107 117 126 153 172 188 203 247

Fort Dix /

Trenton

105 115 122 148 169 185 196 239

109 119 128 156 175 192 206 250

108

105

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

106

105

105

105

115

115

115

118

115

116

115

115

115

120

120

120

127

120

123

120

120

120

146

146

146

154

146

150

146

146

146

169

169

169

174

169

171

169

169

169

185

185

185

190

185

187

185

185

185

193

193

193

204

193

198

193

193

193

235

235

235

249

235

241

235

235

235

67

Table E-1

State

New York

Base / City

I

Wind Speed (mph)

Risk Category

II III-IV V I

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category

II III-IV V

Stewart ANG /

Newburgh

105 115 120 146 169 185 193 235

Syracuse

105 115 120 146 169 185 193 235

West Point

105

SWR

115

SWR

120

SWR

146

SWR

169

SWR

185

SWR

193

SWR

235

SWR

Watervliet

Arsenal / Albany

North Carolina

MCAS Cherry

Point

Fort Bragg

Harvey Point

Jacksonville

Region

MCB Camp

Lejeune

MCAS New

River

Pope AFB

North Dakota

Raleigh

Seymour

Johnson AFB

Grand Forks

AFB

NRTF La Moure

105

128

109

114

130

109

105

113

105

105

115

138

119

122

140

119

115

122

115

115

120

147

128

131

148

127

120

131

120

120

146

179

156

159

180

154

146

159

146

146

169

206

175

183

209

175

169

182

169

169

185

222

192

196

225

192

185

196

185

185

193

237

206

211

238

204

193

211

193

193

235

288

250

256

290

249

235

256

235

235

Minot AFB

105 115 120 146 169 185 193 235

Ohio

105 115 120 146 169 185 193 235

Cleveland

DSC Whitehall /

Columbus

Wright-Patterson

AFB

Youngstown

ARS / Vienna

105

105

105

115

115

115

120

120

120

146

146

146

169

169

169

185

185

185

193

193

193

235

235

235

Oklahoma

Altus AFB

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Fort Sill

McAlester Army

Ammunition

Plant

Tinker AFB /

Oklahoma City

105

105

115

115

120

120

146

146

169

169

185

185

193

193

235

235

68

Table E-1

Oregon

Pennsylvania

State

Oklahoma

Rhode Island

South Carolina

South Dakota

Tennessee

Base / City

Tulsa

Wind Speed (mph)

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category Risk Category

I II III-IV V I II III-IV V

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Vance AFB

Portland

ARS Coraopolis

/ Pittsburg

100

SWR

105

110

SWR

115

115

SWR

120

140

SWR

146

161

SWR

169

177

SWR

185

185

SWR

193

225

SWR

235

Carlisle Barracks

105 115 120 146 169 185 193 235

Fort Indiantown

Gap / Annville

105 115 120 146 169 185 193 235

Letterkenny /

Chambersburg

105 115 120 146 169 185 193 235

Mechanicsburg

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Philadelphia

New

Cumberland /

Defense Depot

Susquehanna

Tobyhanna Army

Depot

Willow Grove

ARS / NAS

105

105

105

115

115

115

120

120

120

146

146

146

169

169

169

185

185

185

193

193

193

235

235

235

NS Newport

129 140 150 182 208 225 241 294

125 139 152 185 201 224 245 297

MCAS Beaufort

Charleston

Region:

Charleston AFB

NWS

Charleston

130 144 154 187 209 232 248 301

Columbia

Region:

McEntire

Fort Jackson

Shaw AFB

MCRD Parris

Island

110

126

120

140

131

152

159

185

177

203

193

225

211

245

256

297

Ellsworth AFB

105 115 120 146 169 185 193 235

Arnold AFB

105 115 120 146 169 185 193 235

69

Utah

Table E-1

State

Tennessee

Texas

Base / City

NSWC LCC /

Memphis

NSA Mid-South /

Millington

Nashville

NAS JRB,

Carswell / Fort

Worth

NAS Corpus

Christi

Dallas / Irving

Dyess AFB

Ellington ANG /

Houston

Fort Bliss / El

Paso

Fort Hood /

Killeen

Goodfellow AFB

NS Ingleside

NAS Kingsville

Laughlin AFB

Red River Army

Depot /

Texarkana

San Antonio

Region

Brooks AFB

Fort Sam

Houston

I

Wind Speed (mph)

Risk Category

II III-IV V I

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category

II III-IV V

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

137 149 158 192 220 240 254 309

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

132 141 150 182 212 227 241 294

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

136 146 155 188 219 235 249 303

129 137 146 178 208 220 235 286

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Kelly AFB

Lackland AFB

Randolph AFB

Sheppard AFB

Dugway Proving

Ground

Hill AFB

Salt Lake City

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

70

Table E-1

State

Utah

Virginia

Base / City

Tooele Army

Depot

Dahlgren

Dam Neck /

Virginia Beach

Ocean front

I

Wind Speed (mph)

Risk Category

II III-IV V I

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category

II III-IV V

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

114 123 133 162 183 198 214 260

Fort A. P. Hill

105 115 120 146 169 185 193 235

Fort Belvoir

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Fort Eustis

Fort Lee

105 115 120 146 169 185 193 235

Fort Monroe

107 116 123 150 172 187 198 241

Fort Myer

105 115 120 146 169 185 193 235

Fort Story

Henderson Hall /

Arlington

Langley AFB /

Hampton

113

105

106

121

115

115

131

120

121

159

146

147

182

169

171

195

185

185

211

193

195

256

235

237

NAB Little Creek

110 118 127 154 177 190 204 249

Norfolk Region:

Camp Elmore

108 117 124 151 174 188 200 243

Depot

Norfolk Naval

Base

Norfolk Shipyard

– Naval Hospital

/ Portsmouth

NSA Northwest /

Chesapeake

NAS Oceana /

Virginia Beach

108 117 125 152 174 188 201 245

109 118 127 154 175 190 204 249

113 121 131 159 182 195 211 256

MCB Quantico

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Radford AAP

Defense Supply

Ctr / Richmond

105 115 120 146 169 185 193 235

Wallops Island

116 125 134 163 187 201 216 262

71

Table E-1

State

Virginia

Washington

West Virginia

Wisconsin

Base / City

Yorktown

Region:

Camp Perry

Cheatham

Annex

Yorktown NWS

I

Wind Speed (mph)

Risk Category

II III-IV V I

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category

II III-IV V

105 115 120 146 169 185 193 235

100 110 115 140 161 177 185 225

NS Everett

Fairchild AFB

Fort Lewis /

Tacoma

Indian Island

SWC

100

100

100

110

110

110

115

115

115

140

140

140

161

161

161

177

177

177

185

185

185

225

225

225

NRS Jim Creek

100 110 115 140 161 177 185 225

Keyport / Bangor

Engin. Sta

Annex

100 110 115 140 161 177 185 225

100 110 115 140 161 177 185 225

McChord AFB

Puget Sound

Region:

Bangor NSB

Bremerton NS

Puget Sound

NSY

NAS Whidbey

Island / Oak

Harbor

Seattle

Allegheny

Ballistics Lab

100

100

100

105

110

110

110

115

115

115

115

120

140

140

140

146

161

161

161

169

177

177

177

185

185

185

185

193

225

225

225

235

Beckley

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Huntington

Sugar Grove

NRS

105 115 120 146 169 185 193 235

105 115 120 146 169 185 193 235

Fort McCoy

General Mitchell

AFRC /

Milwaukee

Madison

105

105

115

115

120

120

146

146

169

169

185

185

193

193

235

235

72

Table E-1

State

Wyoming

American

Samoa

Mariana Islands

Base / City

F. E. Warren

AFB

Pago Pago /

Tutuila Island

Puerto Rico

Guam

Saipan / Tinian

NRTF Aguada

Fort Buchanan

Ramey AFB

NS Roosevelt

Roads

Sebana Seca

NRS

I

Wind Speed (mph)

Risk Category

II III-IV V I

UFC 3-301-01

1 June 2013

Wind Speed (km/h)

Risk Category

II III-IV V

105 115 120 146 169 185 193 235

150 160 170 207 241 257 274 333

180 195 210 255 290 314 338 411

177 190 203 247 285 306 327 397

140 151 160 195 225 243 257 313

150 159 168 204 241 256 270 329

140 150 161 196 225 241 259 315

156 169 178 216 251 272 286 348

149 158 166 202 240 254 267 325

Notes to TABLE E-1, “WIND LOADING DATA – UNITED STATES,

ITS TERRITORIES AND POSSESSIONS”

SWR - Special wind regions where unusual geographic conditions require consideration for potential unusual wind conditions. The wind speeds shown are minimum values. The potential for higher wind speeds due to unusual geographic conditions should also be considered.

1) Wind speeds for NWS China Lake have been increased based on local information.

73

Alaska

Arizona

Table E-2

UFC 3-301-01

1 June 2013

TABLE E-2 - SNOW LOADING AND FROST PENETRATION DATA – UNITED

STATES, ITS TERRITORIES AND POSSESSIONS

State

Alabama

Arkansas

Base / City

Anniston Army

Depot

Birmingham

Fort McClellan

Fort Rucker

Maxwell-Gunther

AFB / Montgomery

Mobile

Redstone Arsenal /

Huntsville

Clear AS

Eielson AFB

Elmendorf AFB

Fort Greely

Fort Richardson

Fort Wainwright

Galena AFB

Juneau

Ketchikan

Kodiak

Sitka

Valdez

Davis-Monthan AFB

/ Tucson AFB

Fort Huachuca

Luke Air Force

Base

Phoenix

MCAS Yuma

Yuma Proving

Ground

Little Rock AFB

Pine Bluff Arsenal

Ground

Snow

(psf)

5

5

5

0

5

0

10

5

10

0

0

0

0

10

10

Frost

Penetration

(b)

(in)

6

6

6

0

4

0

9

0

0

5

0

0

0

14

9

Ground

Snow

(kPa)

0.24

0.24

0.24

0

0.24

0

0.48

Frost

Penetration

(b)

(mm)

152

152

152

0

102

0

229

60

60

30

50

170

60 2.87

70 permafrost 2.87 permafrost

50 129 2.4 3277

60 Permafrost 2.87 permafrost

50 129 2.4 3277

60 permafrost 2.87 permafrost

86

86

56

136

2.87

2.87

0

1.44

2.4

7.66

2184

2184

1422

3454

0

0.48

0

0

0

0

0.48

0.48

0

0

127

0

0

0

356

229

74

Table E-2

State

California

Base / City

Alameda

MCLB Barstow

Beale AFB

MCMWTC

Bridgeport

MCB Camp

Pendleton

NWS China Lake

NSWC Corona

NRTF Dixon

Edwards AFB

El Centro NAF

Fort Hunter Ligget

Fort Irwin

Fresno ANG

NAS Lemoore

Los Angeles AFB /

El Segundo

Los Angeles

March ARB

McClellan AFB /

Sacramento

NWC Mohave

Range

Presidio of

Monterey

Point Mugu / Port

Hueneme

San Diego Region

NAS North Island

NAB Coronada

MCRD

MCAS Miramar

Naval Medical Ctr

San Diego NS

Point Loma

Moffett Field -

Onizuka /

102

559

0

0

559

0

0

559

0

0

0

0

0

127

0

0

0

0

0

0

0

0

0

0

0

0

0

0

4

22

0

0

22

0

0

22

0

0

0

0

0

5

0

5

0

0

0

0

0

5

0

0

0

0

0

0

Ground

Snow

(psf)

0

5

0

Frost

Penetration

(b)

(in)

18

Ground

Snow

(kPa)

0

0

0

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

457

150 36 7.19 914

0

0

0

0

0

22

4

0

0

0

0

0

0

0

0

559

102

0

0

0

75

Table E-2

State

California

Colorado

Connecticut

Delaware

Base / City

Sunnyvale

San Clemente

Island Naval

Reservation

0

San Nicolas Island

Seal Beach NWS

Seal Beach NWS –

Concord

Detachment

Sierra Army Depot /

Herlong

Stockton / San

Joaquin

15

0

Travis AFB

MCB Twentynine

Palms

0

5

Vandenberg AFB

Buckley AFB /

Aurora

Denver

Fort Carson

Cheyenne Mountain

AS / NORAD

Peterson AFB /

Colorado Springs

30

0

20

20

15

15

30

Schriever AFB

USAF Academy

NSB New London /

Groton

30

30

25

Dover AFB

0

0

0

Ground

Snow

(psf)

Frost

Penetration

(b)

(in)

Ground

Snow

(kPa)

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

38

0

54

4

0

5

0

52

52

38

38

38

38

22

0

0

0

0

0

0

0

0.72

0

0

0

0

0

0.96

0.96

0.72

0.72

0

1.44

1.44

1.44

1.44

1.2

965

965

965

559

127

0

1321

1321

965

965

0

0

0

1372

102

76

Florida

Georgia

Table E-2

State

District of

Columbia

Base / City

Washington

Region

Bolling AFB

Anacostia NS

Fort McNair

Marine Barracks

NRL Washington

NDW / Anacostia

Pentagon

Walter Reed

Avon Park AS

Cape Canaveral

AFS

Eglin AFB

Homestead

Hurlburt Field

NAS Jacksonville /

MCSF Blount Island

/ Jacksonville

NAS Key West

MacDill AFB

NAS Mayport

HQ Southcom /

Miami

Orlando

Ground

Snow

(psf)

25

0

0

0

0

0

0

0

0

0

0

0

NAS Panama City

Patrick AFB

NAS Pensacola

Tampa

Tyndall AFB

NAS Whiting Field /

Milton

MCLB Albany

0

0

0

0

0

0

0

5

Athens NCSC

Dobbins AFB /

Atlanta NAS

Fort Benning

Fort Gordon

5

5

10

Frost

Penetration

(b)

(in)

Ground

Snow

(kPa)

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

26

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

1.2

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0.24

0.24

0.24

0.48

660

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

77

Idaho

Illinois

Indiana

Table E-2

State

Georgia

Hawaii

Base / City

Fort McPherson /

Fort Gillem

Fort Stewart

Hunter Army Airfield

/ Savannah

NSB Kings Bay

Ground

Snow

(psf)

5

0

0

0

0

Moody AFB

Robins AFB

PMRF Barking

Sands, Kauai

MCBH Kaneohe

Bay

Pohakuloa Training

Area

Pearl Harbor

Region:

Camp H.M. Smith

Fort Shafter

Hickam AFB

Pearl Harbor

Tripler AMC

Wahiawa Region:

Lualualei

Wahiawa Naval

Reservation

Wheeler AFB

Schofield Barracks

ARD Bayview

Boise ANG

Mountain Home

AFB

Fort Sheridan /

Chicago

Great Lakes

Rock Island Arsenal

Scott AFB

Springfield

Crane NWSC

5

0

0

0

0

0

10

10

20

25

30

20

20

20

20

Frost

Penetration

(b)

(in)

Ground

Snow

(kPa)

0.24

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

0

0

0

0

0

0

0

0

0

0

64

59

64

64

38

36

0

0

0

0

0.24

0

0

0

0

0

0.48

0.48

0.96

1.2

1.2

0.96

0.96

0.96

0.96

0

0

0

0

0

0

0

0

0

0

1626

1499

1626

1626

965

914

78

Table E-2

State

Indiana

Maine

Maryland

Iowa

Kansas

Kentucky

Louisiana

Base / City

Grissom ARB

Fort Benjamin

Harrison /

Indianapolis

Des Moines

Fort Leavenworth

Fort Riley

McConnell AFB

Fort Campbell

Fort Knox

Louisville

Richmond

Barksdale AFB

Fort Polk / Leesville

NAS JRB New

Orleans / Belle

Chasse

NAS Brunswick

NRTF Cutler

PNSY Kittery

Winter Harbor

NSGA

Aberdeen Proving

Ground

Adelphi

Andrews AFB

Carderock NSWC /

Bethesda

Bloods Island

Edgewood Arsenal

Fort Detrick /

Fredrick

Fort Meade

Indian Head NSWC

Martin State ANG

50

25

25

25

25

20

25

30

25

25

25

20

25

20

15

15

5

5

20

25

15

15

Ground

Snow

(psf)

20

Frost

Penetration

(b)

(in)

49

Ground

Snow

(kPa)

0.96

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

1245

0

60

50

50

44

82

54

32

7

0

52

38

22

32

86

29

24

26

20

29

29

26

22

29

0

86

86

48

0.96

1.2

0.96

0.96

1.2

0.72

0.72

0.72

0.72

0.24

0.24

2.4

1.2

1.2

1.2

1.2

0.96

1.2

1.44

1.2

1.2

1.2

0

2.4

2.4

2.4

1118

2083

1372

1321

965

559

813

813

0

178

0

0

2184

2184

1220

2184

737

610

660

508

737

737

660

559

737

79

Table E-2

Mississippi

Michigan

Minnesota

Ground

Snow

(psf)

State

Maryland

Massachusetts

Fort Devens / Ayer

Base / City

NS Pax River ,

Webster Field / St.

Inigoes

U.S. Naval

Academy /

Annapolis

20

25

50

Hanscom AFB

50

Natick

Otis AGB /

Falmouth

50

35

Westover ARB

35

Battle Creek

Detroit Arsenal /

Warren

30

25

Selfridge ANG Base

25

Missouri

Minneapolis – St

Paul

Stennis / Bay St.

Louis

Columbus AFB

Gulfport

Jackson

Keesler AFB

NAS Meridian

Pascagoula NS

Vicksburg

Fort Leonard Wood

Kansas City

50

0

10

0

5

0

5

Montana

Nebraska

Nevada

Overland

St. Louis

Whiteman AFB

Great Falls ANG

Malmstrom AFB

Offutt AFB

Lincoln

NAS Fallon

20

20

20

20

20

0

5

20

20

25

25

10

Frost

Penetration

(b)

(in)

Ground

Snow

(kPa)

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

26

26

64

54

38

64

61

59

125

38

46

107

107

0

36

49

73

64

23

7

0

5

0

5

0.96

1.2

2.4

2.4

2.4

1.2

1.68

1.44

1.2

1.2

2.4

0

0.48

0

0.24

0

0.24

0

0.24

0.96

0.96

0.96

0.96

0.96

0.96

0.96

1.2

1.2

0.24

660

660

1626

1372

965

1626

1549

1499

3175

178

0

127

0

127

0

914

1245

965

1168

2718

2718

1854

1626

584

80

Table E-2

State

Nevada

New Jersey

Base / City

Indian Springs AFS

Nellis AFB

Nellis AF Range

NWS Earle / Colts

Neck

Fort Dix / Trenton

Ground

Snow

(psf)

5

5

5

Frost

Penetration

(b)

(in)

7

7

7

Ground

Snow

(kPa)

0.24

0.24

0.24

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

178

178

178

20

25 29

0.96

1.2 737

25 32 0.96 813

Fort Monmouth

25 29 1.2 737

25

35

10

15

5

10

5

45

70

25

29

52

18

18

4

18

4

59

94

1.2

1.68

0.48

0.72

0.24

0.48

0.24

2.16

3.35

1.2

737

1321

457

457

102

457

102

1499

2388

60

35

86

59

2.87

1.68

2184

1499

50

35

40

35

40

10

10

10

54

73

54

82

0

0

0

2.4

1.68

1.92

1.44

1.92

0.48

0.48

0.48

1372

1854

1372

2083

0

0

0

81

Table E-2

State Base / City

North Carolina Jacksonville Region

MCB Camp

Lejeune

MCAS New

River

Pope AFB

North Dakota

Grand

Forks AFB

NRTF La Moure

Minot AFB

Ohio

Raleigh

Seymour

Johnson

AFB

Cleveland

DSC Whitehall /

Columbus

Wright-Patterson

AFB

Youngstown ARS /

Vienna

Oklahoma

Altus AFB

Fort Sill

McAlester Army

Ammunition Plant

Tinker AFB /

Oklahoma City

Tulsa

Vance AFB

Oregon

Portland

Pennsylvania

ARS Coraopolis /

Pittsburg

Carlisle Barracks

Fort Indiantown

Gap / Annville

Letterkenny /

Chambersburg

Mechanicsburg

Philadelphia

Ground

Snow

(psf)

10

10

15

10

60

40

40

20

20

20

20

10

10

10

10

10

15

10

25

25

35

30

25

25

Frost

Penetration

(b)

(in)

Ground

Snow

(kPa)

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

0

0

4

156

163

52

46

49

14

14

16

18

23

22

14

38

36

49

36

30

0.48

0.48

0.72

0.48

2.87

1.92

1.92

0.96

0.96

0.96

0.96

0.48

0.48

0.48

0.48

0.48

0.72

0.48

1.2

1.2

1.68

1.44

1.2

1.2

0

0

102

3962

4140

1321

1168

1245

356

356

406

457

584

559

356

965

914

1245

914

762

82

Table E-2

State Base / City

Pennsylvania

New Cumberland /

Defense Depot

Susquehanna

Tobyhanna Army

Depot

Willow Grove ARS /

NAS

Rhode Island

NS Newport

South Carolina

MCAS Beaufort

Charleston

Region:

Charleston AFB

NWS Charleston

Columbia Region:

McEntire

Fort Jackson

Shaw AFB

MCRD Parris Island

South Dakota

Ellsworth AFB

Tennessee

Arnold AFB

NSWC LCC /

Memphis

NSA Mid-South /

Millington

Texas

Nashville

NAS JRB, Carswell

/ Fort Worth

NAS Corpus Christi

Dallas / Irving

Dyess AFB

Ellington ANG /

Houston

Fort Bliss / El Paso

Fort Hood / Killeen

Goodfellow AFB

NS Ingleside

NAS Kingsville

Ground

Snow

(psf)

25

50

30

30

5

5

10

0

20

10

10

10

10

5

0

5

5

0

10

5

5

0

0

83

Frost

Penetration

(b)

(in)

Ground

Snow

(kPa)

52

35

0

0

0

0

86

0

22

7

0

7

7

0

0

6

5

0

0

1.2

2.4

1.44

1.44

0.24

0.24

0.48

0

0.96

0.48

0.48

0.48

0.48

0.24

0

0.24

0.24

0

0.24

0.24

0.24

0

0

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

0

0

889

0

0

0

0

2184

0

559

178

0

178

178

0

0

152

127

0

0

Utah

Virginia

Virginia

Table E-2

State

Texas

Base / City

Laughlin AFB

Red River Army

Depot / Texarkana

San Antonio Region

Brooks AFB

Fort Sam Houston

Kelly AFB

Lackland AFB

Randolph AFB

Sheppard AFB

Dugway Proving

Ground

Hill AFB

Salt Lake City

Tooele Army Depot

Ground

Snow

(psf)

0

5

5

5

10

47

15

25

Frost

Penetration

(b)

(in)

0

Ground

Snow

(kPa)

0

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

0

8

0

11

54

73

59

52

0.24

0.24

0.24

0.48

2.26

0.72

1.2

203

0

279

1372

1854

1499

1321

25 22 1.2 559

Dahlgren

Dam Neck / Virginia

Beach Ocean front

Fort A. P. Hill

Fort Belvoir

Fort Eustis

10

25

25

15

5

26

9

0.48

1.2

1.2

0.72

127

660

229

20 14 0.96 356

Fort Lee

Fort Monroe

Fort Myer

Fort Story

Henderson Hall /

Arlington

Langley AFB /

Hampton

NAB Little Creek

Norfolk Region:

Camp Elmore

10

25

10

25

10

10

9

26

9

26

9

9

0.48

1.2

0.48

1.2

0.48

0.48

229

660

229

660

229

229

9 0.48 229

Depot

Norfolk Naval Base

84

Table E-2

State

Virginia

Base / City

Norfolk Shipyard –

Naval Hospital /

Portsmouth

NSA Northwest /

Chesapeake

NAS Oceana /

Virginia Beach

MCB Quantico

Radford AAP

Defense Supply Ctr

/ Richmond

Wallops Island

Ground

Snow

(psf)

Frost

Penetration

(b)

(in)

Ground

Snow

(kPa)

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

10

10

10

25

25

20

20

9

9

9

22

22

18

0.48

0.48

0.48

1.2

1.2

0.96

0.96

229

229

229

559

559

457

9 0.72 229

9

9

64

9

0.72(a)

2.01

0.72(a)

0.72(a)

0.72(a)

0.72(a)

0.72

1626

229

229

229

9 0.72(a) 229

9

22

38

0.72(a)

0.72

CS

1.44

0.96

1.44

229

559

965

85

Table E-2

State

Wisconsin

Wyoming

American

Samoa

Mariana

Islands

Puerto Rico

Base / City

Fort McCoy

General Mitchell

AFRC / Milwaukee

Madison

F. E. Warren AFB

Pago Pago / Tutuila

Island

Ground

Snow

(psf)

40

30

35

20

0

Guam

0

Frost

Penetration

(b)

(in)

114

Ground

Snow

(kPa)

1.92

UFC 3-301-01

1 June 2013

Frost

Penetration

(b)

(mm)

2896

75

86

59

0

0

1.44

1.44

0.96

0

0

1905

2184

1499

0

0

0 0 0 0

Saipan / Tinian

All

0 0 0 0

Notes to TABLE E-2, “SNOW LOADING AND FROST PENETRATION DATA – UNITED

STATES, ITS TERRITORIES AND POSSESSIONS”

(a) – Ground snow load to be used for Navy facilities at identified locations in Washington

State equals 25 psf (1.20 kPa).

(b) – See best practice B-2.3 for footing depths considering frost.

CS – Site specific case studies are required to establish ground snow loads.

86

UFC 3-301-01

1 June 2013

TABLE E-3 - EARTHQUAKE LOADING DATA – UNITED STATES, ITS TERRITORIES AND POSSESSIONS

Table E-3

State

Alabama

Alaska

Base / City

Anniston Army Depot

Birmingham

Fort McClellan

Fort Rucker

Maxwell-Gunther AFB /

Montgomery

Mobile

Redstone Arsenal /

Huntsville

Clear AS

Eielson AFB

Elmendorf AFB

Fort Greely

Fort Richardson

Fort Wainwright

Galena AFB

Juneau

Ketchikan

Kodiak

Sitka

10

25

98

96

150

72

150

99

44

54

26

154

95

SS

(%g)

24

26

23

10

14

5

12

50

40

19

21

10

64

33

40

39

50

28

PGA

(%g)

12

14

12

4

6

6

12

69

38

17

36

23

90

60

38

37

68

38

S1

(%g)

10

10

10

6

8

Seismic Data (Site Class B)

7

18

70

69

131

50

130

71

29

38

18

142

68

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g)

15

(%g)

7

(%g)

10

(%g)

5

(%g)

6

(%g)

3

16

15

6

7

7

4

10

10

4

5

5

3

6

6

3

2

3

2

9 5 6 4 4 2

4

9

27

26

59

28

60

27

12

26

17

74

47

4

12

50

49

105

38

104

51

20

28

14

114

54

3

5

20

19

45

21

46

19

8

20

13

57

37

2

6

34

33

79

27

78

34

13

20

10

86

41

1

3

33

13

5

14

9

41

28

14

13

33

14

87

Table E-3

State

Alaska

Arizona

Arkansas

California

Base / City

Valdez

Davis-Monthan AFB /

Tucson AFB

Fort Huachuca

Luke Air Force Base

Phoenix

MCAS Yuma

Yuma Proving Ground

(a)

Little Rock AFB

Pine Bluff Arsenal

Alameda

MCLB Barstow

Beale AFB

MCMWTC Bridgeport

MCB Camp Pendleton

(a)

NWS China Lake (a)

NSWC Corona

NRTF Dixon

Edwards AFB (a)

El Centro NAF (a)

Fort Hunter Ligget

Fort Irwin (a)

SS

(%g)

150

27

46

35

150

144

52

110

109

24

17

17

73

31

115

225

114

100

157

115

98

PGA

(%g)

54

11

24

18

51

59

18

42

40

10

7

7

26

10

43

86

40

38

60

44

38

S1

(%g)

77

8

18

15

60

55

25

37

42

7

6

6

27

16

39

85

41

43

62

41

38

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g)

125

(%g)

60

(%g)

96

(%g)

43

(%g)

69

(%g)

29

18 5 11 3 7 2

32

24

162

104

34

78

76

16

11

12

50

20

82

175

79

70

183

80

70

13

10

61

38

17

26

30

5

4

4

19

11

28

66

29

31

66

29

27

17

13

127

71

27

57

58

10

7

8

38

16

62

127

61

54

144

60

51

6

5

47

27

13

19

23

3

3

3

15

9

21

47

23

24

51

22

20

7

6

95

47

20

39

43

6

5

5

28

12

43

84

45

40

108

43

35

2

2

34

18

10

13

17

2

2

2

11

7

15

32

17

18

37

16

14

88

Table E-3

State

California

Base / City

Fresno ANG

NAS Lemoore

Los Angeles AFB / El

Segundo

Los Angeles

March ARB

McClellan AFB /

Sacremento

NWC Mohave Range (a)

Presidio of Monterey

Point Mugu / Port

Hueneme

San Diego Region

NAS North Island

NAB Coronada

MCRD

MCAS Miramar

Naval Medical Ctr

San Diego NS

NS Point Loma

Moffett Field – Onizuka /

Sunnyvale

San Clemente Island

Naval Reservation

74

50

19

57

61

PGA

(%g)

22

41

60

78

54

56

55

44

53

49

53

50

29

202

150

57

140

154

SS

(%g)

61

107

163

208

121

124

122

106

120

112

120

150

71

73

60

27

55

57

S1

(%g)

25

37

60

73

46

48

47

41

46

43

46

60

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g)

40

76

(%g)

17

27

(%g)

30

56

(%g)

13

20

(%g)

23

40

(%g)

10

15

117 42 87 31 61 23

147

144

38

101

113

153

85

86

84

74

82

78

84

144

52

57

18

38

41

53

31

31

31

28

30

28

31

53

109

113

30

69

80

108

52

52

51

49

50

49

52

115

38

44

14

25

29

38

20

20

20

20

20

19

20

41

76

84

23

45

53

71

31

31

32

33

31

31

32

87

27

32

11

16

19

26

13

13

13

14

13

13

13

30

26 49 17 35 13 24 10

89

Table E-3

State

California

Colorado

Connecticut

Delaware

Base / City

San Nicolas Island

Seal Beach NWS

Seal Beach NWS –

Concord Detachment

Sierra Army Depot /

Herlong

Stockton / San Joaquin

Travis AFB

MCB Twentynine Palms

(a)

Vandenberg AFB (a)

Buckley AFB / Aurora

Denver

Fort Carson

Cheyenne Mountain AS

/ NORAD

Peterson AFB /

Colorado Springs

Schriever AFB

USAF Academy

NSB New London /

Groton

Dover AFB

PGA

(%g)

20

58

62

9

8

10

8

6

37

58

56

52

37

8

9

9

9

95

149

152

135

96

17

18

18

18

17

16

19

16

12

SS

(%g)

52

153

163

34

49

52

48

35

6

6

6

6

6

6

6

6

5

S1

(%g)

22

57

60

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g)

35

108

(%g)

15

39

(%g)

26

78

(%g)

12

29

(%g)

19

55

(%g)

9

21

173 59 131 44 93 32

69

110

108

96

69

11

11

12

12

11

10

12

10

8

33

50

57

49

35

4

4

5

4

4

4

4

3

3

17

25

28

25

19

2

3

3

3

3

3

3

2

2

50

77

80

70

50

7

7

7

7

7

7

7

6

5

24

35

37

33

25

4

4

4

4

4

4

4

4

3

12

18

21

18

14

1

1

2

2

2

1

2

1

1

90

Florida

Table E-3

State

District of

Columbia

Base / City

Washington Region

Bolling AFB

Anacostia NS

Fort McNair

Marine Barracks

NRL Washington

NDW / Anacostia

Pentagon

Walter Reed

Avon Park AS

Cape Canaveral AFS

Eglin AFB

Homestead

Hurlburt Field

NAS Jacksonville /

MCSF Blount Island /

Jacksonville

NAS Key West

MacDill AFB

NAS Mayport

HQ Southcom / Miami

Orlando

NAS Panama City

12

7

7

9

4

12

12

12

12

8

SS

(%g)

12

12

12

11

2

6

12

4

8

8

6

3

3

4

2

6

6

6

6

4

PGA

(%g)

6

6

6

5

1

3

6

2

4

3

1

3

6

2

4

5

5

3

4

5

2

5

5

5

5

5

S1

(%g)

5

5

5

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

8

4

4

5

2

8

8

8

8

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g) (%g) (%g) (%g) (%g) (%g)

8

8

8

3

3

3

5

5

5

2

2

2

3

3

3

1

1

1

5

3

3

3

3

3

2

3

4

1

4

5

5

5

5

5

2

3

4

1

3

2

2

2

2

2

1

1

3

1

2

3

3

3

3

3

1

1

2

1

2 1

1

1

1

1

0.3

1

1

1

1

6 8 4 4 2 2 1

1

3

8

2

5

5

1

2

4

1

3

4

1

2

5

1

3

3

0.4

1

3

1

1

2

1

1

2

1

1

2

0.3

1

1

0.3

1

1

91

Table E-3

State

Florida

Georgia

Hawaii

Base / City

Patrick AFB

NAS Pensacola

Tampa

Tyndall AFB

NAS Whiting Field /

Milton

MCLB Albany

Athens NCSC

Dobbins AFB / Atlanta

NAS

Fort Benning

Fort Gordon

Fort McPherson / Fort

Gillem

Fort Stewart

Hunter Army Airfield /

Savannah

NSB Kings Bay

Moody AFB

Robins AFB

PMRF Barking Sands,

Kauai

MCBH Kaneohe Bay

13

11

15

17

59

12

27

18

22

31

SS

(%g)

7

9

6

7

10

11

21

20

6

5

7

9

27

5

13

8

11

16

PGA

(%g)

3

4

3

3

5

5

10

10

7

6

8

5

17

7

11

9

10

12

6

6

9

9

S1

(%g)

4

5

3

5

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

8

18

12

15

21

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g)

4

(%g)

2

(%g)

2

(%g)

1

(%g)

1

(%g)

1

5

4

5

4

2

3

3

2

3

2

1

2

2

1

2

1

1

1

6

7

14

14

4

5

7

7

4

5

9

9

3

3

4

4

2

3

6

6

1

2

3

3

5

7

6

7

8

6

11

8

9

11

3

5

4

4

4

4

6

5

4

5

2

2

2

3

2

9

7

10

12

42

5

4

6

3

12

5

5

7

8

30

3

3

4

2

8

3

3

4

5

20

1

2

2

1

6

92

Idaho

Illinois

Indiana

Table E-3

State

Hawaii

Base / City

Pearl Harbor Region:

Camp H.M. Smith

Fort Shafter

Hickam AFB

Pearl Harbor

Tripler AMC

Pohakuloa Training Area

Wahiawa Region:

Lualualei

Wahiawa Naval Res

Wheeler AFB

Schofield Barracks

ARD Bayview

Boise ANG

Mountain Home AFB

Fort Sheridan / Chicago

Great Lakes

Rock Island Arsenal

Scott AFB

Springfield

Crane NWSC

Grissom ARB

6

6

5

26

10

14

26

26

25

16

12

11

5

PGA

(%g)

27

27

26

26

27

58

25

12

12

11

49

21

29

56

55

55

37

30

26

12

SS

(%g)

57

58

57

57

58

150

54

6

6

6

18

11

12

16

16

15

12

10

9

7

S1

(%g)

17

17

16

16

17

60

15

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

7

7

7

35

15

20

40

40

39

25

20

17

8

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g) (%g) (%g) (%g) (%g) (%g)

41

41

41

11

12

11

28

29

28

8

8

8

19

19

19

5

5

5

41

41

154

11

12

69

28

29

127

8

8

57

19

19

113

5

5

44

38 10 27 7 17 5

11

11

10

8

7

6

4

4

4

13

8

9

5

28

27

27

16

14

12

5

4

5

22

10

13

6

8

8

7

6

5

5

3

2

3

7

4

5

3

10

8

3

2

3

11

18

18

18

10

5

7

3

1

1

1

3

2

3

5

5

5

4

4

3

2

93

Table E-3

State

Indiana

Iowa

Kansas

Kentucky

Louisiana

Maine

Maryland

Base / City

Fort Benjamin Harrison /

Indianapolis

Des Moines

Fort Leavenworth

Fort Riley

McConnell AFB

Fort Campbell (a)

Fort Knox

Louisville

Richmond

Barksdale AFB

Fort Polk / Leesville

NAS JRB New Orleans /

Belle Chasse

NAS Brunswick

NRTF Cutler

PNSY Kittery

Winter Harbour NSGA

Aberdeen Proving

Ground

Adelphi

Andrews AFB

Carderock NSWC /

Bethesda

PGA

(%g)

7

3

5

12

13

15

10

8

9

6

5

8

5

25

10

10

5

6

6

6

SS

(%g)

15

7

11

23

23

27

19

15

15

11

49

22

21

19

13

10

9

12

12

12

S1

(%g)

8

5

6

8

7

8

7

5

9

7

6

6

6

20

11

11

5

5

5

5

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g) (%g) (%g) (%g) (%g) (%g)

11

4

6

3

7

3

4

2

4

2

2

1

4

5

5

5

4

3

7

5

4

4

4

14

8

8

4

3

3

3

7

14

13

16

11

9

8

7

36

16

15

13

9

7

6

8

7

8

5

9

8

9

7

5

8

6

4

5

4

21

10

10

3

5

5

5

3

3

3

3

3

2

4

3

2

2

2

8

5

5

2

2

2

2

3

5

4

5

4

3

5

3

2

3

3

10

6

6

2

3

3

3

1

2

2

2

2

1

2

1

1

1

1

3

3

3

1

1

1

1

94

Table E-3

State

Maryland

Base / City

Bloods Island

Edgewood Arsenal

Fort Detrick / Fredrick

Fort Meade

Indian Head NSWC

Martin State ANG

NS Pax River , Webster

Field / St. Inigoes

U.S. Naval Academy /

Annapolis

Massachusetts Fort Devens / Ayer

Michigan

Minnesota

Mississippi

Hanscom AFB

Natick

Otis AGB / Falmouth

Westover ARB

Battle Creek

Detroit Arsenal / Warren

Selfridge ANG Base

Minneapolis – St Paul

Stennis / Bay St. Louis

Columbus AFB

Gulfport

6

6

6

7

5

PGA

(%g)

4

7

6

11

12

10

8

8

4

4

4

2

5

11

5

3

5

5

4

3

4

2

2

2

1

2

5

2

2

3

3

3

2

3

2

2

2

1

2

5

2

5

8

8

7

6

7

4

4

4

2

4

10

4

3

5

5

4

4

4

4

3

3

2

4

8

4

8

13

13

12

10

11

6

6

6

3

6

17

6

5

7

7

7

6

7

5

5

5

3

6

12

6

12

21

22

20

16

17

9

9

9

5

10

23

10

SS

(%g)

10

14

13

12

12

14

11

5

5

5

5

5

S1

(%g)

5

5

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g)

6

(%g)

3

(%g)

4

(%g)

2

(%g)

2

(%g)

1

9 3 5 2 3 1

8

8

8

8

7

3

3

4

3

3

5

5

5

5

4

2

2

2

2

2

3

3

3

3

2

1

1

1

1

1

1

2

2

2

1

2

1

1

1

1

1

2

1

95

Table E-3

State

Mississippi

Missouri

Montana

Nebraska

Nevada

New Jersey

Base / City

Jackson

Keesler AFB

NAS Meridian

Pascagoula NS

Vicksburg

Fort Leonard Wood

Kansas City

Overland

St. Louis

Whiteman AFB

Great Falls ANG

Malmstrom AFB

Offutt AFB

Lincoln

NAS Fallon

Indian Springs AFS

Nellis AFB

Nellis AF Range (a)

NWS Earle / Colts Neck

Fort Dix / Trenton

Fort Monmouth

22

6

7

7

5

8

13

5

20

7

PGA

(%g)

8

5

9

5

29

20

21

21

13

11

13

43

13

19

17

10

16

26

11

39

13

SS

(%g)

16

10

18

10

78

51

53

53

23

20

23

17

8

7

7

5

9

13

7

16

5

S1

(%g)

9

6

9

6

27

17

17

17

6

6

6

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

31

9

13

12

6

11

19

8

28

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g)

11

(%g)

6

(%g)

7

(%g)

4

(%g)

3

(%g)

2

6

12

6

4

6

4

4

8

4

2

4

2

2

4

2

1

2

1

8

6

9

5

11

12

6

5

5

3

3

7

11

5

17

19

6

9

8

4

4

3

5

3

6

7

3

4

3

2

2

3

5

3

9

9

3

7

6

2

2 1

3

2

3

2

1

2

2

1

3

54 19 40 15 29 11

35 12 25 9 17 6

36

36

13

12

13

12

12

4

4

4

24

24

7

7

7

8

8

2

2

2

15

15

4

3

4

6

6

1

1

1

96

Table E-3

State

New Jersey

Base / City

Lakehurst

New Mexico

McGuire AFB

Picatinny Arsenal

Albuquerque

Cannon AFB

Holloman AFB

Kirtland AFB

White Sands

New York

Buffalo

Fort Drum

Fort Hamilton / Brooklyn

Griffis AFB / Rome

NIAGARA FALLS IAP

NSU Saratoga Springs

Stewart ANG /

Newburgh

Syracuse

West Point

Watervliet Arsenal /

Albany

North Carolina MCAS Cherry Point

Fort Bragg

Harvey Point

12

12

16

8

12

4

13

19

18

10

PGA

(%g)

11

11

14

18

11

6

13

9

6

11

4

21

24

27

18

21

9

31

47

46

21

SS

(%g)

20

20

24

44

21

14

23

19

12

21

10

6

8

7

7

6

3

10

14

14

8

S1

(%g)

6

6

7

13

7

6

7

7

6

10

5

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

12

16

15

11

12

6

19

29

22

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g)

11

(%g)

4

(%g)

7

(%g)

2

(%g)

3

(%g)

1

12

14

30

4

4

9

7

8

18

2

3

6

3

4

11

1

2

3

13

2

6

9

7

4

6

4

5

4

5

4

12

18

13

7

10

8

7

7

9

1

4

6

4

2

4

3

3

2

3

2

7

11

7

3

6

4

5

3

5 2

1

2

1

2

1

1

2

3

2

13

9

13

4

4

4

7

6

8

3

3

3

4

4

4

2

2

2

12

8

15

5

4

6

8

5

8

3

2

4

5

2

4

2

1

2

6 3 4 2 2 1

97

Table E-3

State Base / City

North Carolina Jacksonville Region

MCB Camp Lejeune

MCAS New River

Pope AFB

Raleigh

North Dakota

Seymour Johnson AFB

Grand Forks AFB

NRTF La Moure

Ohio

Minot AFB

Cleveland

DSC Whitehall /

Columbus

Oklahoma

Wright-Patterson AFB

Youngstown ARS /

Vienna

Altus AFB

Fort Sill

McAlester Army

Ammunition Plant

Tinker AFB / Oklahoma

City

Tulsa

Vance AFB

9

16

6

9

PGA

(%g)

7

8

11

7

7

2

2

2

10

5

8

10

8

18

18

27

13

17

SS

(%g)

15

15

21

15

15

4

4

5

17

12

16

18

16

42

8

8

7

6

S1

(%g)

7

7

10

8

7

2

2

2

6

6

7

6

6

12

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

11

10

2

2

3

10

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g) (%g) (%g) (%g) (%g) (%g)

10

10

15

5

5

6

5

6

8

3

3

4

3

3

4

1

1

2

5

5

1

1

1

4

6

6

1

1

2

6

3

3

1

1

1

3

3

3

1

1

1

3

2

1

0.4

0.4

0.5

2

8 4 5 3 3 2

10

10

9

5

4

4

6

6

5

3

3

2

4

3

3

2

2

1

13 5 7 3 3 1

11

16

9

10

5

5

5

4

7

9

6

6

3

3

3

3

4

4

3

3

2

2

2

1

98

Table E-3

State

Oregon

Base / City

Portland

Pennsylvania

ARS Coraopolis /

Pittsburg

Carlisle Barracks

Fort Indiantown Gap /

Annville

Letterkenny /

Chambersburg

Mechanicsburg

Philadelphia

New Cumberland /

Defense Depot

Susquehanna

Tobyhanna Army Depot

Willow Grove ARS /

NAS

Rhode Island

NS Newport

South Carolina MCAS Beaufort

Charleston Region:

Charleston AFB

NWS Charleston

Columbia Region:

McEntire

Fort Jackson

Shaw AFB

PGA

(%g)

42

5

6

8

6

7

11

7

9

12

8

32

101

111

25

23

28

14

17

21

16

56

147

158

46

42

50

SS

(%g)

96

11

13

16

12

14

21

5

6

6

6

19

49

53

15

15

17

99

S1

(%g)

40

5

5

6

5

5

6

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g) (%g) (%g) (%g) (%g) (%g)

71 30 48 20 30 11

7

8

9

4

3

4

5

5

6

3

2

2

3

3

3

2

1

1

8

8

12

3

4

4

5

5

7

2

2

2

3

3

4

1

1

1

3

4

4

3

7

11

11

8

8

8

2

3

2

2

5

8

9

6

6

6

5

6

7

6

18

34

35

18

17

18

4

4

4

4

11

24

27

10

10

11

9

10

12

10

35

86

95

32

29

34

1

2

1

1

2

3

3

3

3

3

Table E-3

State

South Carolina

Base / City

MCRD Parris Island

South Dakota

Tennessee

Ellsworth AFB

Arnold AFB

NSWC LCC / Memphis

NSA Mid-South /

Millington

Texas

Nashville

NAS JRB, Carswell /

Fort Worth

NAS Corpus Christi

Dallas / Irving

Dyess AFB

Ellington ANG / Houston

Fort Bliss / El Paso

Fort Hood / Killeen

Goodfellow AFB

NS Ingleside

NAS Kingsville

Laughlin AFB

Red River Army Depot /

Texarkana

14

4

3

5

3

3

13

3

3

3

3

2

PGA

(%g)

27

6

12

50

56

7

29

9

6

10

7

7

30

6

6

6

6

5

SS

(%g)

49

12

25

101

113

14

14

5

2

5

4

4

9

4

3

2

2

2

S1

(%g)

17

4

12

35

39

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

21

6

3

6

4

4

20

4

4

3

3

3

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g) (%g) (%g) (%g) (%g) (%g)

31 10 16 5 7 2

7

18

71

3

9

24

5

12

35

2

5

10

3

7

13

1

3

4

79 26 40 12 15 4

10

3

1

4

2

3

6

3

2

1

1

1

13

4

2

4

3

3

13

3

2

2

2

2

6

2

1

2

2

2

4

2

1

1

1

1

7

2

1

2

2

1

7

1

1

1

1

1

3

1

0.3

1

1

1

2

1

1

0.3

0.3

0.4

8 10 6 6 3 3 2

100

Utah

Virginia

Table E-3

State

Texas

Base / City

San Antonio Region

Brooks AFB

Fort Sam Houston

Kelly AFB

Lackland AFB

Randolph AFB

Sheppard AFB

Dugway Proving Ground

Hill AFB

Salt Lake City

Tooele Army Depot

Dahlgren

Dam Neck / Virginia

Beach Ocean front

Fort A. P. Hill

Fort Belvoir

Fort Eustis

Fort Lee

Fort Monroe

Fort Myer

Fort Story

Henderson Hall /

Arlington

4

6

4

6

4

7

6

5

8

PGA

(%g)

4

4

4

4

4

7

15

54

49

30

6

9

15

12

11

16

SS

(%g)

9

8

8

8

8

14

37

129

119

77

12

10

12

9

12

5

5

5

5

5

6

5

5

6

S1

(%g)

3

3

3

3

3

6

14

43

44

26

5

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

6

9

8

7

9

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g) (%g) (%g) (%g) (%g) (%g)

4

4

4

4

4

2

2

2

2

2

2

2

2

2

2

1

1

1

1

1

1

1

1

1

1

1

1

0.5

0.4

1

8

26

82

85

4

10

27

30

5

18

48

51

2

7

16

17

3

12

28

28

1

5

9

9

51

8

18

4

35

5

12

2

22

3

8

1

3

4

3

3

4

3

5

5

4

6

2

2

2

2

2

2

3

3

2

3

1

1

1

1

1

6

8

6

8

3

3

3

3

4

5

4

5

2

2

2

2

2

3

2

3

1

1

1

1

101

Table E-3

State

Virginia

Washington

Base / City

Langley AFB / Hampton

NAB Little Creek

Norfolk Region:

Camp Elmore

Craney Island Depot

Norfolk Naval Base

Norfolk Shipyard – Naval

Hospital / Portsmouth

NSA Northwest /

Chesapeake

NAS Oceana / Virginia

Beach

MCB Quantico

Defense Supply Ctr /

Richmond

Radford AAP

Wallops Island

Yorktown Region:

Camp Peary

Cheatham Annex

Yorktown NWS

NS Everett

Fairchild AFB

Fort Lewis / Tacoma

PGA

(%g)

5

4

4

5

4

4

4

14

4

5

5

5

55

14

50

4

6

10

SS

(%g)

10

9

10

10

10

10

9

9

13

19

25

8

11

11

10

133

32

128

S1

(%g)

5

5

5

5

5

5

5

9

4

5

5

5

50

12

51

5

5

6

102

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

15

5

7

7

7

92

21

92

6

8

10

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g)

6

(%g)

3

(%g)

4

(%g)

2

(%g)

2

(%g)

1

6

6

3

3

4

4

2

2

2

2

1

1

6

6

3

3

4

4

2

2

2

2

1

1

6 3 4 2 2 1

6 3 4 2 2 1

6

3

4

3

3

36

8

37

3

4

4

9

3

4

4

4

65

14

68

4

5

6

4

2

2

2

2

25

5

26

2

2

3

5

2

3

2

2

44

9

48

2

3

3

2

1

1

1

1

16

3

18

1

1

1

Table E-3

State

Washington

West Virginia

Wisconsin

Wyoming

American

Samoa

Mariana

Islands

Base / City

Indian Island SWC

NRS Jim Creek

Keyport / Bangor Engin.

Sta Annex

McChord AFB

Puget Sound Region:

Bangor NSB

Bremerton NS

Puget Sound NSY

NAS Whidbey Island /

Oak Harbor

Seattle

Allegheny Ballistics Lab

Beckley

Huntington

Sugar Grove NRS

Fort McCoy

General Mitchell AFRC /

Milwaukee

Madison

F. E. Warren AFB

Pago Pago / Tutuila

Island

Guam

54

60

6

10

7

6

3

4

4

8

17

PGA

(%g)

54

47

52

50

66

63

66

90

129

144

12

19

15

14

5

9

8

16

41

SS

(%g)

130

116

133

128

157

152

157

279

51

56

5

8

7

6

4

5

5

6

16

S1

(%g)

53

45

53

50

61

60

61

68

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

93

101

7

12

10

9

3

6

5

11

30

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g)

94

84

(%g)

38

33

(%g)

69

61

(%g)

27

23

(%g)

47

42

(%g)

18

16

96 39 72 28 50 19

92

109

107

109

36

43

43

43

69

76

76

77

26

30

30

30

48

52

52

52

18

19

20

20

37

40

4

5

5

4

3

3

3

4

11

66

73

5

7

6

6

2

3

3

7

21

26

28

3

4

4

3

2

2

2

2

8

44

49

3

4

4

3

1

2

2

4

14

16

18

2

2

2

2

1

1

1

1

6

208 51 151 37 105 25

103

Table E-3

State

Mariana

Islands

Puerto Rico

Base / City

Saipan / Tinian

NRTF Aguada

Fort Buchanan

PGA

(%g)

58

49

41

50

SS

(%g)

178

131

100

134

S1

(%g)

45

50

40

50

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

SS

,5/50

S1,5

/50

SS

,10/50

S1,10

/50

SS

,20/50

S1,20

/50

(%g) (%g) (%g) (%g) (%g) (%g)

129 33 92 23 64 16

91

71

35

29

68

53

26

22

48

38

19

15

94 36 70 27 51 19

Ramey AFB

40 98 37 69 27 52 20 37 14

NS Roosevelt Roads

41 101 40 72 29 54 22 38 15

Sebana Seca NRS

Notes to TABLE E-3, “EARTHQUAKE LOADING DATA – UNITED STATES, ITS TERRITORIES AND POSSESSIONS”

(a) – Seismic parameters are provided at the geographic centroid of the installation. However, due to the size of the installation and the considerable variation of the seismic accelerations over short distances within the installation, location specific parameters shall be determined using the USGS U.S. Seismic Design Map Web Application, which could result in higher seismic parameters than provided in this table.

104

UFC 3-301-01

1 June 2013

APPENDIX F SITE-SPECIFIC STRUCTURAL LOADING DATA – OUTSIDE OF THE

UNITED STATES, ITS TERRITORIES AND POSSESSIONS

F-1 WIND LOADING DATA TABLE.

Site-specific structural wind loading data for potential DoD locations outside of the

United States, its territories and possessions is provided in Table F-1.

F-2 SNOW LOADING AND FROST PENETRATION DATA TABLE.

Site-specific structural snow loading and frost penetration data for potential DoD locations outside of the United States, its territories and possessions is provided in

Table F-2.

F-3 EARTHQUAKE LOADING DATA TABLE.

Site-specific earthquake loading data for potential DoD locations outside of the United

States, its territories and possessions is provided in Table F-3.

105

UFC 3-301-01

1 June 2013

TABLE F-1 - WIND LOADING DATA – OUTSIDE OF THE UNITED STATES, ITS TERRITORIES AND POSSESSIONS

TABLE F-1

Bahrain

India

Iraq

Japan

Continent

/ Region Country

Africa Djibouti

Asia

Base / City

Djibouti

Egypt

Morocco

Alexandria

Casablanca

Afghanistan

Kabul

NSA Bahrain

Bombay

Calcutta

Madras

New Delhi

Baghdad

Basra

NAF Atsugi

MCAS Iwakuni

Iwo Jima

Misawa AFB

Okinawa

(All installations)

Sagamihara

Sasebo

I

Wind Speed (mph) - Note (a)

Risk Category

II III-IV V I

Wind Speed (km/h) - Note (a)

Risk Category

II III-IV V

106

100

106

100

(92)

114

110

114

110

(99)

122

115

122

115

(105)

148

140

148

140

(128)

171

161

171

161

(148)

183

177

183

177

(159)

196

185

196

185

(170)

238

225

238

225

(206)

100

107

134

108

107

110

115

144

116

115

115

123

154

124

123

140

150

187

151

150

161

173

216

175

173

177

185

232

187

185

185

198

248

200

198

225

241

302

243

241

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

118

141

126

152

135

162

164

197

190

228

203

244

218

261

265

318

248

119

265

128

284

137

345

166

398

192

427

205

457

220

556

267

212

118

118

227

126

126

243

135

135

296

164

164

341

190

190

366

203

203

392

218

218

476

265

265

106

TABLE F-1

Continent

/ Region Country

Asia Japan

Kuwait

Oman

Wind Speed (mph) - Note (a)

Risk Category

Wind Speed (km/h) - Note (a)

Risk Category

UFC 3-301-01

1 June 2013

Base / City

Tokyo

COMFLTACT

Yokosuka

Yokota AFB,

Honshu

Camp Zama

Kuwait City

Areas south and west of Jabal

Akehadar

- Ibri

- Nazwa

Batinah Coast

- Ash Shinash

- Sib

- Suhar

Central,

Southern, and

Coastal Areas

Sur to Sarfait

- Barik

- Dawqa

- Hayma

- Salalah

- Shalim

I

118

118

118

V

265

265

265

118 126 135 164 190 203 218 265

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

124

124

124

124

124

136

136

136

136

136

II

126

126

126

133

133

133

133

133

145

145

145

145

145

III-IV

135

135

135

142

142

142

142

142

156

156

156

156

156

V

164

164

164

173

173

173

173

173

189

189

189

189

189

I

190

190

190

199

199

199

199

199

218

218

218

218

218

II

203

203

203

214

214

214

214

214

234

234

234

234

234

III-IV

218

218

218

229

229

229

229

229

250

250

250

250

250

278

278

278

278

278

304

304

304

304

304

107

TABLE F-1

Continent

/ Region Country

Asia Oman

Pakistan

Qatar

Saudi

Arabia

Saudi

Arabia

I

Wind Speed (mph) - Note (a)

Risk Category

II III-IV V I II

Wind Speed (km/h) - Note (a)

Risk Category

III-IV

UFC 3-301-01

1 June 2013

V

Base / City

High Jabal

Locations

- Miskin

- Sumail

- Rikshah

- Shaww

Kuria Muria

Island

Masirah Island

Mussandam

Island

Peshawar

Doha

Dhahran

Hafr al Batin

Khamis

Mushayt

Jeddah

Jubail

Qadimah

136

136

136

136

141

141

141

145

145

145

145

152

152

152

156

156

156

156

162

162

162

189

189

189

189

197

197

197

218

218

218

218

228

228

228

234

234

234

234

244

244

244

250

250

250

250

261

261

261

104 111 119 145 167 179 192 233

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

103 110 118 143 165 177 189 230

100

(94)

100

(94)

100

(94)

100

(94)

100

(94)

110

(101)

110

(101)

110

(101)

110

(101)

110

(101)

115

(108)

115

(108)

115

(108)

115

(108)

115

(108)

140

(132)

140

(132)

140

(132)

140

(132)

140

(132)

161

(152)

161

(152)

161

(152)

161

(152)

161

(152)

177

(163)

177

(163)

177

(163)

177

(163)

177

(163)

185

(174)

185

(174)

185

(174)

185

(174)

185

(174)

225

(212)

225

(212)

225

(212)

225

(212)

225

(212)

304

304

304

304

318

318

318

108

TABLE F-1

Continent

/ Region Country

Asia Saudi

Arabia

Base / City

Riyadh

Tabuk

South Korea Camp Casey

Vietnam

Camp Hialeah,

Busan

Camp

Humphreys /

Pyongtaek

Chinhae

Kimpo AFB

Kunsan /

Kunsan City

Osan AFB /

Songtan

Pohang

Seoul

Taegu

Uijongbu

Yongsan

Da Nang

Ho Chi Minh

City

Nha Trang

112

124

124

118

112

130

124

136

124

124

141

112

112

100

(94)

100

(94)

124

I

Wind Speed (mph) - Note (a)

Risk Category

II III-IV V

110

(101)

110

(101)

133

115

(108)

115

(108)

142

140

(132)

140

(132)

173

I

Wind Speed (km/h) - Note (a)

Risk Category

UFC 3-301-01

1 June 2013

II III-IV V

161

(152)

161

(152)

199

177

(163)

177

(163)

214

185

(174)

185

(174)

229

225

(212)

225

(212)

278

130 139 149 181 209 224 239 291

120

133

133

126

120

139

133

145

133

133

152

120

120

109

128

142

142

135

128

149

142

156

142

142

162

128

128

156

173

173

164

156

181

173

189

173

173

197

156

156

180

199

199

190

180

209

199

218

199

199

228

180

180

193

214

214

203

193

224

214

234

214

214

244

193

193

207

229

229

218

207

239

229

250

229

229

261

207

207

251

278

278

265

251

291

278

304

278

278

318

251

251

TABLE F-1

Continent

/ Region Country

Asia Taiwan

Thailand

Base / City

Tainan

Taipei

Tsoying

Bangkok

Central

America

Europe

Turkey

Turkey

Chiang Mai

Sattahip

Udonthani

Ankara

Incirlik AB /

Adana

Canal Zone

Izmir AS

Karamursel

I

Wind Speed (mph) - Note (a)

Risk Category

II III-IV V I II

Wind Speed (km/h) - Note (a)

Risk Category

III-IV

UFC 3-301-01

1 June 2013

V

141

153

130

100

(94)

112

100

100

117

152

164

139

110

(101)

120

110

110

125

162

176

149

115

(108)

128

115

115

134

197

214

181

140

(132)

156

140

140

163

228

247

209

161

(152)

180

161

161

188

244

264

224

177

(163)

193

177

177

201

261

283

239

185

(174)

207

185

185

215

100

(83)

110

(88)

115

(95)

140

(115)

161

(133)

177

(142)

185

(152)

225

(185)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

112 120 128 156 180 193 207 251

318

344

291

225

(212)

251

225

225

262

112 120 128 156 180 193 207 251

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

110

TABLE F-1

Continent

/ Region Country

Europe England

Wind Speed (mph) - Note (a)

Risk Category

Wind Speed (km/h) - Note (a)

Risk Category

UFC 3-301-01

1 June 2013

I II III-IV V I II III-IV V

Base / City

RAF Alconbury,

Molesworth /

Huntingdon

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

Birmingham

RAF Croughton

/ Brackley

RAF Fairford

RAF

Lakenheath /

Lakeheath

Village

USNA UK /

London

RAF Menwith

Hill / Harrogate

RAF Mildenhall

Plymouth

RAF Upwood /

Ramsey

JMF St.

Mawgan /

Cornwall

Sculthorpe AB

Southport

South Shields

Spurn Head

105

118

112

126

120

135

146

164

169

190

181

203

194

218

236

265

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

118

112

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

123

111

131

119

141

127

171

155

197

178

211

191

226

205

275

249

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

117

123

117

117

126

120

125

131

125

125

135

128

134

141

134

134

164

156

163

171

163

163

190

180

188

197

188

188

203

193

201

211

201

201

218

207

215

226

215

215

265

251

262

275

262

262

111

TABLE F-1

Continent

/ Region Country

Europe Germany

I

Wind Speed (mph) - Note (a)

Risk Category

II III-IV V I II

Wind Speed (km/h) - Note (a)

Risk Category

III-IV

UFC 3-301-01

1 June 2013

V

Base / City

Ansbach

Bamberg

Baumholder

Bremen

Buechel Air

Base / Cochem

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 110 115 140 161 177 185 225

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

Darmstadt

Garmisch AST

Geilenkirchen

Grafenwoehr

Hanau

Heidelberg

Hohenfels

Illesheim

Kaiserslautern

Kalkar

Mannheim

Munich

Ramstein AB

Rhein-Main Air

Base

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

106 114 122 148 171 183 196 238

100

(65)

110

(69)

115

(74)

140

(90)

161

(104)

177

(112)

185

(120)

225

(146)

100

(65)

110

(69)

115

(74)

140

(90)

161

(104)

177

(112)

185

(120)

225

(146)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

116 124 133 161 186 199 213 259

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 110 115 140 161 177 185 225

112

TABLE F-1

Continent

/ Region Country

Europe Germany

Greece

Iceland

Italy

Base / City

Schweinfurt

Spangdahlem

Air Base

Stuttgart

Vilseck

Wiesbaden /

Mainz /

Dexheim

Wuerzburg /

Kitzingen /

Giebelstadt

Athens

Larissa

I

Wind Speed (mph) - Note (a)

Risk Category

II III-IV V I II

Wind Speed (km/h) - Note (a)

Risk Category

III-IV

UFC 3-301-01

1 June 2013

V

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100

(65)

110

(69)

115

(74)

140

(90)

161

(104)

177

(112)

185

(120)

225

(146)

106 114 122 148 171 183 196 238

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

106 114 122 148 171 183 196 238

108 116 124 151 175 187 200 243

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

NAS Souda Bay

/ Mouzouras

Keflavik - NSA

Thorshofn

Aviano AB

Brindisi / San

Vito

Camp Darby

Livorno

Gaeta - NSA

101 110 116 141 163 177 187 228

136

172

100

(94)

130

145

184

110

(101)

139

156

197

115

(108)

149

189

240

140

(132)

181

218

277

161

(152)

209

234

297

177

(163)

224

250

318

185

(174)

239

304

386

225

(212)

291

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100

(94)

110

(101)

115

(108)

140

(132)

161

(152)

177

(163)

185

(174)

225

(212)

113

TABLE F-1

Continent

/ Region Country

Europe Italy

Base / City

Ghedi

NSA La

Maddalena

NSA Naples

Niscemi

NAS Sigonella

Vicenza

Netherlands

Volkel Air Base

I

Wind Speed (mph) - Note (a)

Risk Category

II III-IV V I II

Wind Speed (km/h) - Note (a)

Risk Category

III-IV

UFC 3-301-01

1 June 2013

V

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100

(94)

110

(101)

115

(108)

140

(132)

161

(152)

177

(163)

185

(174)

225

(212)

100

(94)

106

106

100

(94)

110

(101)

114

114

110

(101)

115

(108)

122

122

115

(108)

140

(132)

148

148

140

(132)

161

(152)

171

171

161

(152)

177

(163)

183

183

177

(163)

185

(174)

196

196

185

(174)

225

(212)

238

238

225

(212)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

AF North

Brunssum

Schinnen

Northern

Ireland

Norway

Portugal

Londonderry

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

100

(83)

110

(88)

115

(95)

140

(115)

161

(133)

177

(142)

185

(152)

225

(185)

157 168 180 219 252 270 289 352

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

141 152 162 197 228 244 261 318

Scotland

Stavanger

Azores / Lajes

Field

Southlant /

Oeiras

Aberdeen

Edinburgh

Edzell

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

106

117

100

114

125

110

122

134

115

148

163

140

171

188

161

183

201

177

196

215

185

238

262

225

114

TABLE F-1

Continent

/ Region Country

Europe Scotland

Spain

Europe

North

America

Spain

Canada

Wind Speed (mph) - Note (a)

Risk Category

Wind Speed (km/h) - Note (a)

Risk Category

UFC 3-301-01

1 June 2013

Base / City

Glasgow

Prestwick

Stornoway

Thurso

Madrid / JHQ

SW

Moron AB

NS Rota

San Pablo

HRF Valencia

Zaragoza

Argentia NAS,

Newfoundland

Churchill,

Manitoba

Cold Lake,

Alberta

Edmonton,

Alberta

E. Harmon AFB,

Newfoundland

I II III-IV V I II III-IV V

117

118

141

124

125

126

152

133

134

135

162

142

163

164

197

173

188

190

228

199

201

203

244

214

215

218

261

229

262

265

318

278

100

(98)

110

(105)

115

(112)

140

(136)

161

(157)

177

(169)

185

(181)

225

(220)

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

106

138

114

148

122

158

148

192

171

222

183

238

196

255

238

310

100 (0) 110 (0) 115 (0) 140 (0) 161 (0) 177 (0) 185 (0) 225 (0)

138 148 158 192 222 238 255 310

136

126

100

(95)

100

(99)

133

145

135

110

(102)

110

(106)

143

156

145

115

(110)

115

(114)

153

189

176

140

(133)

140

(138)

186

218

203

161

(154)

161

(159)

214

234

218

177

(165)

177

(171)

230

250

233

185

(176)

185

(183)

246

304

283

225

(214)

225

(222)

299

Fort William,

Ontario

100

(95)

110

(102)

115

(110)

140

(133)

161

(154)

177

(165)

185

(176)

225

(214)

115

TABLE F-1

Continent

/ Region Country

North

America

Canada

Greenland

Atlantic

Ocean

Ascension

Island

Caribbean

Sea

The

Bahamas

Base / City

Frobisher, NWT

126

Goose Airport,

Newfoundland

Ottawa, Ontario

105

106

St. John’s,

Newfoundland

Toronto, Ontario

Winnipeg,

Manitoba

Narsarssuak AB

Simiutak AB

Sondrestrom AB

Thule AB

Eleuthera Island

134

106

100

(97)

164

196

141

159

100

(79)

174

Grand Bahama

Island

Grand Turk

Island

174

190

I

Wind Speed (mph) - Note (a)

Risk Category

II III-IV V

135

112

114

144

114

110

(104)

176

210

152

171

110

(85)

187

187

203

145

120

122

154

122

115

(111)

188

224

162

183

115

(91)

200

200

218

176

146

148

187

148

140

(135)

229

273

197

222

140

(110)

243

243

265

I

Wind Speed (km/h) - Note (a)

Risk Category

UFC 3-301-01

1 June 2013

II III-IV V

203

169

171

216

171

161

(156)

264

315

228

256

161

(127)

281

281

305

218

181

183

232

183

177

(167)

283

338

244

275

177

(136)

301

301

327

233

194

196

248

196

185

(178)

303

361

261

294

185

(146)

322

322

350

283

236

238

302

238

225

(217)

368

439

318

357

225

(177)

392

392

426

116

TABLE F-1

Continent

/ Region Country

Caribbean

Sea

The

Bahamas

Cuba

Base / City

Great Exuma

Island

NS

Guantanamo

Bay

Port of Spain

Indian

Ocean

Pacific

Ocean

Trinidad

Island

British

Indian

Ocean

Territory

Australia

NSF Diego

Garcia

Caroline

Islands

Johnston

Atoll

Marcus

Island

Marshall

Islands

Midway

Island

124

100

(70)

124

H.E. Holt / N.W.

Cape

Woomera

Koror, Paulau

Islands

Ponape

Kwajalein

Wake Island

177

124

130

112

153

100

(94)

112

130

112

I

Wind Speed (mph) - Note (a)

Risk Category

II III-IV V

174 187 200 243

I

Wind Speed (km/h) - Note (a)

Risk Category

UFC 3-301-01

1 June 2013

II III-IV V

281 301 322 392

133

110

(75)

133

142

115

(80)

142

173

140

(97)

173

199

161

(112)

214

177

(120)

229

185

(128)

278

225

(156)

199 214 229 278

164

110

(101)

120

139

120

190

133

139

120

176

115

(108)

128

149

128

203

142

149

128

214

140

(132)

156

181

156

247

173

181

156

247

161

(152)

180

209

180

285

199

209

180

264

177

(163)

193

224

193

305

214

224

193

283

185

(174)

207

239

207

326

229

239

207

344

225

(212)

251

291

251

397

278

291

251

117

TABLE F-1

Continent

/ Region

Pacific

Ocean

Country Base / City

Philipine Is.

Clark AFB

Sangley Point

Samoa

Subic Bay

Apia / Upolu

106

106

106

177

I

Wind Speed (mph) - Note (a)

Risk Category

II III-IV V

114

114

114

190

122

122

122

203

148

148

148

247

I

171

171

171

285

Wind Speed (km/h) - Note (a)

Risk Category

UFC 3-301-01

1 June 2013

II

183

183

183

305

III-IV

196

196

196

326

V

238

238

238

397

Notes to Table F-1, “WIND LOADING DATA – OUTSIDE OF THE UNITED STATES, ITS TERRITORIES AND POSSESSIONS

Note (a) – Use a minimum wind speed of 100 mph (161 km/h) for Risk Category I, 110 mph (177 km/h) for Risk Category II, 115 mph (185 km/h) for Risk Category III and IV or 140 mph (225 km/h) for Risk Category V for all locations unless a lower wind speed is approved by the Authority Having Jurisdiction. Wind speeds shown in parenthesis are local data that are less than the minimum wind speed and may only be used if approved by the Authority Having Jurisdiction. Where there is a zero in the parenthesis, no local data is currently available.

118

UFC 3-301-01

1 June 2013

TABLE F-2 – SNOW LOADING AND FROST PENETRATION DATA – OUTSIDE OF THE UNITED STATES, ITS

TERRITORIES AND POSSESSIONS

TABLE F-2

Continent

/ Region Country

Africa

Djibouti

Egypt

Morocco

Asia Afghanistan

Bahrain

India

Iraq

Japan

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Base / City (psf)

Djibouti

0

Alexandria

0

Casablanca

0

Kabul

NSA Bahrain

Bombay

Calcutta

Madras

New Delhi

Baghdad

Basra

NAF Atsugi

MCAS

Iwakuni

Iwo Jima

Misawa AFB

0

21

0

0

0

0

12

0

58

Okinawa

(All installations)

Sagamihara

0

21

(in)

0

0

0

0

0

6

0

0

0

10

0

30

0

6

(kPa)

0

0

0

0

0

1

0

0

0

0.57

0

2.78

0

1

(mm)

0

0

0

0

0

152

0

0

0

254

0

762

0

152

119

TABLE F-2

Continent

/ Region Country

Asia Japan

Kuwait

Oman

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Base / City (psf)

Sasebo

12

Tokyo

15

COMFLTACT

Yokosuka

12

Yokota AFB,

Honshu

Camp Zama

21

21

Kuwait City

0

Areas south and west of

Jabal

Akehadar

- Ibri

0

- Nazwa

0

Batinah Coast

- Ash

Shinash

- Sib

0

0

0

- Suhar

Central,

Southern, and

Coastal Areas

Sur to Sarfait

- Barik

- Dawqa

- Hayma

0

0

0

0

0

0

0

0

(in)

6

6

6

6

6

0

0

0

0

0

0

0

0

0

(kPa)

0.57

0.71

0.57

1

1.00

0

0

0

0

0

0

0

0

0

(mm)

152

152

152

161

152

0

0

0

0

120

UFC 3-301-01

1 June 2013

TABLE F-2

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Continent

/ Region Country

Asia Oman

Pakistan

Qatar

Saudi Arabia

Base / City (psf)

- Salalah

0

- Shalim

0

High Jabal

Locations

- Miskin

0

- Sumail

0

- Rikshah

0

- Shaww

0

Kuria Muria

Island

0

Masirah

Island

Mussandam

Island

Peshawar

0

0

Doha

10

0

Dhahran

0

Hafr al Batin

0

Khamis

Mushayt

Jeddah

0

0

Jubail

Qadimah

0

0

Riyadh

Tabuk

0

0

0

0

6

0

0

0

0

0

0

0

0

0

0

0

0

0

0

(in)

0

0

0

0

152

0

0

0

0

0

0

0

0

0

(mm)

0

0

0

0

0

0

0

0

0

0.48

0

0

0

0

0

0

0

0

0

(kPa)

0

0

0

0

0

0

0

121

UFC 3-301-01

1 June 2013

TABLE F-2

Continent

/ Region Country

Asia South Korea

Vietnam

Taiwan

Thailand

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Base / City (psf)

Camp Casey

20

Camp

Hialeah,

Pusan

Camp

Humphreys /

Pyongtaek

Chinhae

20

20

20

Kimpo AFB

20

Kunsan /

Kunsan City

20

Osan AFB /

Songtan

Pohang

Seoul

Taegu

20

20

20

20

20

20

0

Uijongbu

Yongsan

Da Nang

Ho Chi Minh

City

Nha Trang

Tainan

Taipei

Tsoying

Bangkok

0

0

0

0

0

0

(in)

48

24

45

24

48

30

45

24

48

40

48

45

0

0

0

0

0

0

0

(kPa)

0.96

0.96

(mm)

1219

610

1143

610

1219

762

1143

610

1219

1016

1219

1143

0

0

0

0

0

0

0

0.96

0.96

0.96

0.96

0.96

0.96

0.96

0.96

0.96

0.96

0

0

0

0

0

0

0

122

UFC 3-301-01

1 June 2013

TABLE F-2

Continent

/ Region Country

Asia Thailand

Turkey

Central

America

Europe

Canal Zone

Belgium

Bosnia -

Herzegovina

England

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Base / City (psf)

Chiang Mai

0

Sattahip

0

Udonthani

0

Ankara

20

Incirlik AB /

Adana

0

Izmir AS

Karamursel

15

0

Brussels

Kester

Kleine Brogel

Shape -

Chievres

Tulza AFB

RAF

Alconbury,

Molesworth /

Huntingdon

Birmingham

RAF

Croughton /

Brackley

RAF Fairford

15

15

5

12

0

(in)

0

0

0

24

12

15

(kPa)

0

0

0

0.96

0

0.72

0

0.72

0.72

123

305

381

(mm)

0

0

0

610

127

305

0

UFC 3-301-01

1 June 2013

TABLE F-2

Continent

/ Region Country

Europe England

Germany

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Base / City (psf)

RAF

Lakenheath /

Lakeheath

Village

15

USNA UK /

London

RAF Menwith

Hill /

Harrogate

RAF

Mildenhall

Plymouth

RAF Upwood

/ Ramsey

JMF St.

Mawgan /

Cornwall

Sculthorpe AB

Southport

South Shields

Spurn Head

Ansbach

Bamberg

Baumholder

Bremen

15

15

10

25

15

10

15

15

(in)

15

12

12

12

30

12

12

12

12

(kPa)

0.72

0.72

0.72

0.48

0.72

0.48

0.72

0.72

1.2

(mm)

381

305

305

305

305

305

305

305

762

124

UFC 3-301-01

1 June 2013

TABLE F-2

Continent

/ Region Country

Europe Germany

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Base / City (psf)

Buechel Air

Base /

Cochem

Darmstadt

Garmisch

AST

Geilenkirchen

Grafenwoehr

Hanau

Heidelberg

Hohenfels

Illesheim

Kaiserslautern

Kalkar

Mannheim

Munich

Ramstein AB

Rhein-Main

Air Base

Schweinfurt

Spangdahlem

Air Base

Stuttgart

Vilseck

40

25

25

25

25

25

45

(in)

36

0

25

30

30

30

36

(kPa)

1.92

1.2

1.2

1.2

1.2

1.2

2.16

(mm)

914

0

635

762

762

762

914

125

UFC 3-301-01

1 June 2013

TABLE F-2

Continent

/ Region Country

Europe Germany

Greece

Iceland

Iceland

Italy

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Base / City (psf)

Wiesbaden /

Mainz /

Dexheim

Wuerzburg /

Kitzingen /

Giebelstadt

Athens

Larissa

25

5

NAS Soudi

Bay /

Mouzouras

Keflavik -

NSA

Thorshofn

Aviano AB

Brindisi / San

Vito

Camp Darby

Livorno

Gaeta - NSA

Ghedi

NSA La

Maddalena

NSA Naples

Niscemi

NAS

Sigonella

5

30

30

35

5

20

20

20

20

20

(in)

35

0

0

0

5

5

5

5

24

36

18

6

(kPa)

1.2

0.24

0.24

1.44

1.44

1.68

0.24

0.96

0.96

0.96

0.96

0.96

(mm)

889

0

0

610

914

457

152

0

127

127

127

127

126

UFC 3-301-01

1 June 2013

TABLE F-2

Continent

/ Region Country

Europe Italy

Netherlands

Northern

Ireland

Norway

Portugal

Scotland

Spain

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Base / City (psf)

Vicenza

35

Volkel Air

Base

AF North

Brunssum

Schinnen

15

Londonderry

15

Stavanger

Azores / Lajes

Field

Southlant /

Oeiras

Aberdeen

Edinburgh

Edzell

Glasgow

Prestwick

Stornoway

Thurso

Madrid / JHQ

SW

Moron AB

NS Rota

San Pablo

0

10

5

5

15

15

15

15

15

15

15

(in)

25

20

12

0

12

12

12

12

12

12

12

6

5

6

(kPa)

1.68

0.72

0.72

0

0.72

0.72

0.72

0.72

0.72

0.72

0.72

0.48

0.24

0.24

(mm)

635

508

305

0

305

305

305

305

305

305

305

152

127

152

127

UFC 3-301-01

1 June 2013

TABLE F-2

Continent

/ Region Country

Europe Spain

North

America

Canada

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Base / City (psf)

HRF Valencia

Zaragoza

Argentia NAS,

Newfoundland

Churchill,

Manitoba

Cold Lake,

Alberta

Edmonton,

Alberta

E. Harmon

AFB,

Newfoundland

Fort William,

Ontario

Frobisher,

NWT

Goose

Airport,

Newfoundland

Ottawa,

Ontario

St. John’s,

Newfoundland

Toronto,

Ontario

Winnipeg,

Manitoba

10

47

66

41

27

86

73

50

100

60

72

40

45

(in)

6

36 permafrost

72

60

60

60 permafrost

60

48

36

36

60

(kPa)

0.48

2.25

3.16

1.96

1.29

4.12

3.5

2.4

4.79

2.87

3.45

1.92

2.16

(mm)

152

914 permafrost

1829

1524

1524

1524 permafrost

1524

1219

914

914

1524

128

UFC 3-301-01

1 June 2013

TABLE F-2

Ground

Snow

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

Continent

/ Region Country

North

America

Greenland

Atlantic

Ocean

Caribbean

Sea

Ascension

Island

The Bahamas

Caribbean

Sea

The Bahamas

Indian

Ocean

Pacific

Ocean

Cuba

Trinidad Island

British Indian

Ocean

Territory

Australia

Base / City (psf)

Narsarssuak

AB

30

Simiutak AB

25

Sondrestrom

AB

Thule AB

20

25

(in)

60

60 permafrost permafrost

(kPa)

1.44

1.2

0.96

1.2

(mm)

1524

1524 permafrost permafrost

0 0 0 0

Eleuthera

Island

Grand

Bahama

Island

Grand Turk

Island

Great Exuma

Island

NS

Guantanamo

Bay

Port of Spain

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 0 0 0

NSF Diego

Garcia

0 0 0 0

H.E. Holt /

N.W. Cape

Darwin

0

0

0

0

0

0

0

0

129

UFC 3-301-01

1 June 2013

UFC 3-301-01

1 June 2013

TABLE F-2

Ground

Snow

Continent

/ Region Country

Australia Pacific

Ocean

Caroline

Islands

Base / City

Woomera

Koror, Paulau

Islands

Ponape

Johnston Atoll

(psf)

0

0

0

0

Marcus Island

0

Frost

Penetration

(a)

Ground

Snow

Frost

Penetration

(a)

(in)

0

0

0

0

(kPa)

0

0

0

0

(mm)

0

0

0

0

0 0 0

Marshall

Islands

Kwajalein

Wake Island

Midway Island

0

0

0

0

0

0

0

0

0 0 0 0

Philipine Is.

Clark AFB

0 0 0 0

Sangley Point

0 0 0 0

Subic Bay

0 0 0 0

Samoa

Apia / Upolu

0 0 0 0

Notes to TABLE F-2, “SNOW LOADING AND FROST PENETRATION DATA – OUTSIDE OF THE UNITED STATES, ITS

TERRITORIES AND POSSESSIONS”

(a) – See best practice B-2.3 for footing depths considering frost.

130

UFC 3-301-01

1 June 2013

TABLE F-3 - EARTHQUAKE LOADING DATA – OUTSIDE OF THE UNITED STATES, ITS TERRITORIES AND

POSSESSIONS

Table F-3

Continent

/ Region Country

Africa Algeria

Base / City

Algiers

Angola

Benin

Botswana

Burkino

Faso

Burundi

Cameroon

Central

African

Republic

Oran

Luanda

Cotonou

Gaborone

Ougadougou

Bujumbura

Douala

Yaounde

Bangui

Chad

Congo

N'Djamena

Brazzaville

Bukavu

Democratic

Republic of the Congo

Kinshasa

Lubumbashi

Cote d'Ivoire Abidjan

PGA

(%g)

38

24

2

4

1

18

26

6

10

10

2

4

30

5

15

1

S

S

(%g)

101

63

6

11

3

46

69

17

27

27

6

10

78

10

39

4

S

1

(%g)

48

30

3

5

1

22

33

8

13

13

3

5

37

2

19

2

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

53

33

3

6

1

25

16

1

3

1

24

36

9

14

11

17

4

7

14

3

6

41

4

21

2

7

1

3

19

1

10

1

131

Table F-3

Continent

/ Region Country

Africa Djibouti

Egypt

Equatorial

Guinea

Eritrea

Ethiopia

Gabon

Gambia

Ghana

Guinea

Guinea-

Bissau

Kenya

Lesotho

Liberia

Libya

Madagascar

Malawi

Mali

Base / City

Djibouti

Alexandria

Cairo

Port Said

Malabo

Asmara

Addis Ababa

Libreville

Banjul

Accra

Conakry

Bissau

Nairobi

Maseru

Monrovia

Tripoli

Antananarivo

Blantyre

Lilongwe

Zomba

Bamako

17

45

58

27

10

37

38

1

S

S

(%g)

102

24

71

68

32

49

28

51

10

7

22

60

19

6

17

22

10

4

14

14

0.4

12

19

11

19

5

3

9

23

7

PGA

(%g)

39

9

27

26

8

21

27

13

5

18

18

0.5

S

1

(%g)

41

12

33

32

15

23

13

24

2

3

11

28

9

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

48

(%g)

21

(%g) (%g)

12

37

36

7

17

17

9

24

30

14

6

20

20

1

17

25

15

27

4

3

12

31

10

4

11

14

7

3

9

9

0.3

8

12

7

13

1

2

6

15

5

132

Table F-3

Continent

/ Region Country

Africa Mauritania

Morocco

Base / City

Nouakchott

Casablanca

Kenitra

Rabat

Tangier

Mozambique Maputo

Niger

Nigeria

Niamey

Ibadan

Kaduna

Rwanda

Senegal

Lagos

Kigali

Dakar

Sierra Leone Freetown

Somalia

Mogadishu

South Africa

Cape Town

Durban

Johannesburg

Natal

Pretoria

Swaziland

Mbabane

Tanzania

Dar es Salaam

37

7

3

19

18

10

27

30

3

0.2

6

0.3

29

8

S

S

(%g)

8

26

28

27

47

11 4

0.1

2

0.1

11

3

PGA

(%g)

3

10

11

10

18

14

3

1

7

7

4

10

11

1

17

3

1

9

8

5

13

14

1

0.1

3

0.1

14

4

S

1

(%g)

4

12

13

13

22

5

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

4

(%g)

2

(%g) (%g)

14

15

14

24

7

7

7

12

6 3

0.1

3

0.1

15

4

19

4

2

10

9

6

14

16

2

0.1

1

0.1

7

2

9

2

1

5

4

3

7

7

1

133

Table F-3

Asia

Continent

/ Region Country

Africa Tanzania

Base / City

Zanzibar

Togo

Tunisia

Uganda

Zambia

Zimbabwe

Lome

Tunis

Kampala

Lusaka

Harare

Afghanistan

Bagram

Gardeyz

Herat

Jalalabad

Kabul

Kandahar

Lashkar Gah

Mazar-e Sharif

Pol-e Charkhi

Bahrain

Qalat

Manama

NSA Bahrain

Bangladesh

Dhaka

Brunei

Burma

Bandar Seri

Begawan

Mandalay

Rangoon

PGA

(%g)

5

33

42

35

11

45

48

13

7

2

66

26

26

15

36

18

9

12

28

15

80

31

106

111

32

16

78

100

79

28

32

73

S

S

(%g)

12

39

95

46

23

6

146

63

62

39

211

81

27

47

45

13

39

58

19

11

15

34

S

1

(%g)

6

3

84

30

32

19

45

22

11

18

100

38

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

6

(%g)

3

(%g) (%g)

21

50

24

12

3

73

35

16

10

24

11

6

1

35

17

5

59

61

18

9

41

57

41

15

17

38

21

28

10

5

15

26

20

7

8

18

20

111

42

10

52

20

134

Table F-3

Continent

/ Region Country

Asia China

Base / City

Beijing (Peking)

Chengdu

Chongqing

Guangzhou

(Canton)

Harbin

Nanjing

Qingdao

(Tsingtao)

Shanghai

Shenyang

Tianjin (Tientsan)

Wuhan

Hong Kong

Hong Kong

India

Bombay

Calcutta

Madras

New Delhi

Indonesia

Iran

Bandung

Jakarta

Medan

Surabaya

Isfahan

Shiraz

PGA

(%g)

22

18

3

5

5

9

13

66

55

45

39

10

20

6

28

7

35

29

3

5

36

69

S

1

(%g)

28

22

4

7

6

12

16

82

68

55

48

12

25

7

35

9

44

36

4

6

45

86

135

S

S

(%g)

59

46

9

14

13

25

33

27

52

15

74

172

145

117

101

18

93

76

8

13

95

182

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

31

(%g)

15

(%g) (%g)

24

5

11

2

7 4

7

13

17

90

76

61

53

14

28

8

39

10

49

40

4

7

50

95

3

6

8

43

36

29

25

7

13

4

18

5

23

19

2

3

24

45

Table F-3

Continent

/ Region Country

Asia Iran

Iraq

Israel

Japan

Base / City

Tabriz

Tehran

Baghdad

Basra

Kirkuk

Haifa

Jerusalem

Tel Aviv

NAF Atsugi

Fukuoka

Itazuke AFB

MCAS Iwakuni

Iwo Jima

Kobe

Misawa AFB

Okinawa (All installations)

Osaka

Sagamihara

Sapporo

Sasebo

Tokyo

173

187

196

105

95

196

S

S

(%g)

190

215

130

103

173

144

112

100

196

71

77

99

94

199

130

66

71

75

40

36

75

PGA

(%g)

72

27

29

38

36

76

50

55

43

38

75

82

50

39

66

93

88

93

50

45

93

S

1

(%g)

90

102

70

49

93

68

53

47

93

33

36

47

45

94

69

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

100

(%g)

47

(%g) (%g)

113

68

54

91

75

59

52

103

53

38

26

49

36

28

25

49

37

40

52

50

104

68

18

19

25

23

49

36

91

98

103

55

50

103

49

46

49

26

23

48

136

Table F-3

Continent

/ Region Country

Asia Japan

Jordan

Kuwait

Laos

Lebanon

Malaysia

Nepal

Oman

Base / City

COMFLTACT

Yokosuka

Yokohama

Yokota AFB,

Honshu

Camp Zama

Amman

Ali Al Salem

Kuwait City

Vientiane

Beirut

Kuala Lumpur

Kathmandu

Areas south and west of Jabal

Akehadar

- Ibri

- Nazwa

Batinah Coast

- Ash Shinash

- Sib

- Suhar

36

35

66

52

60

PGA

(%g)

75

75

80

75

28

10

22

22

60

22

98

96

92

174

136

157

S

S

(%g)

196

196

210

196

74

25

57

57

157

59

258

45

44

82

64

74

S

1

(%g)

93

93

99

93

35

12

27

27

74

28

122

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

103

103

49

49

110

103

39

13

30

30

82

31

135

52

49

18

6

14

14

39

15

64

51

48

91

72

83

23

23

43

34

39

137

Table F-3

Continent

/ Region Country

Asia Oman

Pakistan

Base / City

Central,

Southern, and

Coastal Areas

Sur to Sarfait

- Barik

- Dawqa

- Hayma

- Salalah

- Shalim

High Jabal

Locations

- Miskin

- Sumail

- Rikshah

- Shaww

Kuria Muria

Island

Masirah Island

Muscat

Mussandam

Island

Madah

Islamabad

Karachi

Lahore

PGA

(%g)

1

3

43

43

39

40

8

49

90

76

52

29

47

S

S

(%g)

4

8

113

112

103

104

20

130

235

199

135

77

123

1

4

53

53

49

50

10

61

112

94

64

36

58

S

1

(%g)

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

1

3

27

28

26

26

5

32

59

49

34

19

30

2

4

59

59

54

55

10

68

123

105

71

40

64

138

Table F-3

Continent

/ Region Country

Asia Pakistan

Base / City

Peshawar

Qatar

Saudi

Arabia

Doha

Dhahran

Hafr al Batin

Jeddah

Jubail

Khamis Mushayt

Qadimah

Riyadh

Singapore

Sir Lanka

Tabuk

All

Colombo

South Korea

Camp Casey

Camp Hialeah,

Busan

Camp

Humphreys /

Pyongtaek

Chinhae

Kimhae

Kimpo AFB

Kunsan / Kunsan

City

Kwangju

10

2

11

15

6

20

14

2

1

6

12

PGA

(%g)

42

2

4

8

7

5

7

7

6

20

18

19

16

18

14

25

6

29

39

16

51

37

6

3

16

31

S

S

(%g)

110

6

10

9

9

6

9

9

7

139

12

7

14

19

7

25

17

2

1

7

15

S

1

(%g)

52

7

5

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

58

(%g)

27

(%g) (%g)

3 4

6 3

13

3

15

21

8

26

20

3

1

8

17

7

4

8

10

4

13

9

1

1

4

8

10

9

10

9

9

7

5

4

3

4

5

4

Table F-3

Continent

/ Region

Asia

Country Base / City

South Korea

Osan AFB /

Songtan

Pohang

Syria

Seoul

Taegu

Uijongbu

Yongsan / Seoul

Aleppo

Taiwan

Thailand

Damascus

Changhua

Kao-hsiung

Tainan

Taipei

Tsoying

Bangkok

Chiang Mai

Turkey

Sattahip

Songkhla

Udonthani

Udorn

Ankara

Incirlik AB /

Adana

Istanbul

PGA

(%g)

8

130

100

11

11

8

12

10

10

40

6

7

32

110

100

96

12

7

7

26

42

58

S

1

(%g)

9

161

124

14

13

11

15

12

12

50

7

9

39

136

124

119

14

9

9

32

52

72

140

S

S

(%g)

20

22

31

25

25

341

263

29

29

104

15

18

30

18

18

68

83

288

263

251

110

153

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

10 5

12

16

13

13

178

138

15

15

54

8

9

15

9

10

35

43

151

138

132

57

80

5

8

7

6

85

65

8

7

26

4

4

21

71

65

62

8

4

4

17

27

38

Table F-3

Central

America

Europe

Continent

/ Region Country

Asia Turkey

United Arab

Emirates

Vietnam

Yemen

Belize

Base / City

Izmir AS

Karamursel

Abu Dhabi

Dubai

Da Nang

Ho Chi Minh City

Nha Trang

Aden City

Sanaa

Belmopan

Canal Zone

Costa Rica

San Jose

El Salvador

San Salvador

Guatemala

Guatemala

Honduras

Albania

Austria

Belgium

Tegucigalpa

Tirana

Salzburg

Vienna

Antwerp

Brussels

Kester

PGA

(%g)

97

56

43

67

7

6

5

15

14

21

37

112

68

20

8

13

14

67

40

45

17

S

S

(%g)

254

146

112

177

19

15

13

38

36

56

97

294

179

52

21

34

38

177

105

117

44

S

1

(%g)

120

69

53

84

9

7

7

18

17

27

46

139

85

24

10

16

17

83

50

55

21

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

133

(%g)

62

(%g) (%g)

77 36

59

93

10

8

7

20

19

29

51

154

94

93

55

61

23

27

11

18

20

28

44

5

4

4

9

9

14

25

73

44

44

26

29

11

13

5

8

9

141

Table F-3

Continent

/ Region Country

Europe Belgium

Base / City

Kleine Brogel

Shape - Chievres

Bosnia -

Herzegovina Tuzla AFB

Bulgaria

Sofia

Cyprus

Czech

Republic

Denmark

England

Nicosia

Prague

Copenhagen

RAF Alconbury,

Molesworth /

Huntingdon

Birmingham

RAF Croughton /

Brackley

RAF Fairford

RAF Lakenheath

/ Lakeheath

Village

Liverpool

USNA UK /

London

RAF Menwith Hill

/ Harrogate

RAF Mildenhall

Plymouth

PGA

(%g)

12

22

37

47

47

5

5

7

6

9

5

9

11

6

8

6

8

S

S

(%g)

33

57

97

122

124

13

12

19

16

24

13

23

29

17

22

16

21

7

11

4

11

14

7

11

7

10

S

1

(%g)

16

27

46

58

59

6

6

9

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

18

(%g)

8

(%g) (%g)

30 14

51

64

65

7

6

23

30

31

3

3

10 5

9

13

7

12

15

9

12

9

11

4

6

1

5

8

4

5

4

5

142

Table F-3

Continent

/ Region Country

Europe England

Finland

France

Germany

Base / City

RAF Upwood /

Ramsey

JMF St. Mawgan

/ Cornwall

Sculthorpe AB

Southport

South Shields

Spurn Head

Helsinki

Bordeaux

Istres AFB

Lyon

Marseille

Nice

Strasbourg

Ansbach

Babenhausen

Bamberg

Baumholder

Berlin

Bonn

Bremen

Buechel Air

Base / Cochem

PGA

(%g)

6

8

11

18

17

17

6

2

7

14

6

9

4

10

14

8

10

2

17

4

13

S

S

(%g)

17

21

17

24

12

30

47

43

45

17

5

17

38

25

36

22

26

5

44

10

34

S

1

(%g)

7

5

7

12

6

14

22

20

21

7

2

8

18

12

17

10

12

2

21

5

16

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

9 4

11

9

13

7

16

24

23

23

9

3

9

20

13

19

11

14

3

23

6

18

3

7

12

11

11

4

1

4

9

4

7

3

1

11

3

7

9

5

7

9

143

Table F-3

Continent

/ Region Country

Europe Germany

Base / City

Darmstadt

Dusseldorf

Frankfurt am

Main

Garmisch AST

Geilenkirchen

Giebelstadt

Grafenwoehr

Hamburg

Hanau

Heidelberg

Hohenfels

Illesheim

Kaiserslautern

Kalkar

Kitzingen

Landstuhl

Mannheim

Munich

Ramstein AB

Rhein-Main Air

Base

Schweinfurt

S

S

(%g)

42

32

40

22

25

42

27

27

24

26

23

48

58

23

25

10

40

40

25

41

22

PGA

(%g)

16

12

15

8

9

16

10

10

9

10

9

18

22

9

10

4

15

15

10

16

8

S

1

(%g)

20

15

19

11

12

20

12

12

12

12

11

22

27

11

12

5

19

19

12

20

10

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

22

(%g)

10

(%g) (%g)

17 8

21 10

12

13

22

14

14

12

14

12

25

30

12

13

5

21

21

13

5

6

10

7

7

7

7

5

12

14

6

7

2

10

10

7

22

11

10

5

144

Table F-3

Continent

/ Region Country

Europe Germany

Greece

Hungary

Iceland

Italy

Base / City

Spangdahlem Air

Base

Stuttgart

Vaihingen an der

Enz

Vilseck

Wiesbaden /

Mainz / Dexheim

Wuerzburg /

Kitzingen /

Giebelstadt

Athens

Kavalla

Larissa

Nea Makri

Rhodes

NAS Souda Bay /

Mouzouras

Thessaloniki

Budapest

Taszar AB

Keflavik - NSA

Reykjavik

Thorshofn

Aviano AB

PGA

(%g)

10

18

15

9

15

8

32

43

56

35

55

48

57

19

23

40

37

20

46

S

S

(%g)

25

46

41

23

40

11

40

54

32

43

68

42

70

23

29

50

46

24

50

145

22

85

114

147

91

144

126

149

49

60

105

96

51

125

S

1

(%g)

12

22

19

11

19

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

13

24

7

12

21

12

21

10

5

10

5

21

28

17

22

36

22

37

12

15

26

24

13

23

12

44

60

77

48

75

66

78

25

31

55

50

26

67

Table F-3

Continent

/ Region Country

Europe Italy

Base / City

Brindisi / San

Vito

Camp Darby

Livorno

Florence

Gaeta - NSA

Genoa

Ghedi

NSA La

Maddalena

Milan

NSA Naples

Niscemi

Palermo

Rome

Siculiana

NAS Sigonella

Trieste

Turin

Vicenza

Luxembourg Luxembourg

Malta

Valletta

Netherlands

Amsterdam

AF North

Brunssum

PGA

(%g)

7

21

22

11

12

27

9

55

19

8

27

9

11

5

8

28

29

30

16

9

22

S

S

(%g)

21

58

62

39

35

75

24

139

55

28

76

22

30

14

27

79

82

84

52

29

58

S

1

(%g)

13

15

20

25

11

19

12

92

20

5

21

11

14

6

7

32

51

26

19

16

27

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

13 7

34

36

24

20

41

13

64

32

17

43

12

16

7

16

45

37

46

32

17

31

8

11

14

5

10

7

6

7

3

31

11

2

11

4

18

18

14

10

9

14

146

Table F-3

Continent

/ Region

Europe

Country Base / City

Netherlands

Schinnen

Northern

Ireland

Norway

Poland

Volkel Air Base

Belfast

Londonderry

Oslo

Stavanger

Krakow

Portugal

Poznan

Waraszawa

Warsaw

Azores / Lajes

Field

Lisbon

Oporto

Southlant /

Oeiras

Dublin

Republic of

Ireland

Romania

Russia

Scotland

Bucharest

Moscow

St. Petersburg

(Leningrad)

Aberdeen

Edinburgh

4

42

3

3

4

7

PGA

(%g)

2

12

3

2

5

4

3

6

13

8

66

27

26

24

5

52

3

3

5

9

S

1

(%g)

7

15

4

3

6

5

4

7

16

9

93

34

32

31

147

10

110

7

7

10

18

S

S

(%g)

6

31

9

8

16

34

20

6

12

11

173

71

68

64

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

3

(%g)

4

(%g) (%g)

17 8

5

3

6

6

4

8

18

10

91

37

35

34

2

1

3

3

3

4

8

5

49

18

17

16

5

58

4

4

6

9

2

27

2

2

3

4

Table F-3

Continent

/ Region Country

Europe Scotland

Base / City

Edzell

Glasgow

Hamilton

Prestwick

Serbia and

Montenegro

Slovakia

Spain

Renfrew

Stornoway

Thurso

Belgrade

Zagrebac

Bratislava

Barcelona

Bilbao

Madrid / JHQ SW

Moron AB

NS Rota

San Pablo

Sevilleja de la

Jara

HRF Valencia

Sweden

Zaragoza

Goteborg

Stockholm

Switzerland

Bern

PGA

(%g)

4

8

7

5

9

4

4

39

5

26

6

6

3

18

42

22

24

13

5

24

29

5

S

1

(%g)

5

11

9

6

11

5

4

48

6

33

7

7

4

22

52

28

30

16

7

30

35

6

148

S

S

(%g)

11

22

19

13

23

10

9

102

13

69

16

15

8

46

109

59

63

34

13

64

76

14

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

6

(%g)

3

(%g) (%g)

12

10

7

12

6

4

5

5

3

6

3

3

53 25

7

36

9

8

4

24

57

31

33

18

7

34

40

7

3

17

4

4

2

11

27

15

16

8

4

16

18

3

Table F-3

Continent

/ Region

Europe

Country Base / City

Switzerland

Geneva

North

America

Ukraine

Canada

Zurich

Kiev

Argentia NAS,

Newfoundland

Calgary

Churchill,

Manitoba

Cold Lake,

Alberta

Edmonton,

Alberta

E. Harmon AFB,

Newfoundland

Fort William,

Ontario

Frobisher, NWT

Goose Airport,

Newfoundland

Halifax

Montreal

Ottawa, Ontario

St. John’s,

Newfoundland

Toronto, Ontario

Vancouver

PGA

(%g)

19

16

3

6

9

4

4

4

4

4

4

4

9

33

32

6

12

49

S

S

(%g)

49

41

7

14

12

8

8

8

10

8

8

11

19

58

57

14

18

101

S

1

(%g)

23

19

3

5

3

2

2

2

5

2

2

4

6

11

11

5

5

31

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g)

25

(%g)

12

(%g) (%g)

21

4

10

2

7

6

3

3

2

1

3

3

1

1

4 2

3

3

5

9

22

22

7

8

46

2

3

4

4

1

1

3

2

16

149

Table F-3

South

America

Continent

/ Region Country

North

America

Canada

Greenland

Mexico

Argentina

Bolivia

Brazil

Base / City

Winnipeg,

Manitoba

Narsarssuak AB

Simiutak AB

Sondrestrom AB

Thule AB

Ciudad Juarez

Guadalajara

Hermosillo

Matamoros

Mazatlan

Merida

Mexico City

Monterrey

Nuevo Laredo

Tijuana

Buenos Aires

La Paz

Belem

Belo Horizonte

Brasilia

Manaus

PGA

(%g)

4

21

24

1

1

1

8

12

12

19

1

39

1

9

15

7

59

23

9

6

37

S

S

(%g)

8

33

33

60

23

16

97

23

39

19

154

49

2

102

4

38

51

1

1

1

21

S

1

(%g)

2

17

17

23

1

48

2

11

18

9

73

28

11

7

46

8

20

0.3

0.3

0.3

7

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

3 1

18

18

25

1

54

2

12

20

10

81

31

12

8

51

9

9

12

1

25

1

5

9

5

38

15

6

4

24

15

26

1

1

1

5

4

11

0.3

0.3

0.3

1

150

Table F-3

Atlantic

Ocean

Caribbean

Sea

Continent

/ Region Country

South

America

Brazil

Chile

Colombia

Ecuador

Paraguay

Peru

Uruguay

Venezuela

Ascension

Island

Bahamas

Base / City

Porto Alegre

Recife

Rio de Janeiro

Salvador

Sao Paulo

Santiago

Valparaiso

Bogota

Guayaquil

Quito

Asuncion

Lima

Piura

Montevideo

Caracas

Maracaibo

Eleuthera Island

Grand Bahama

Island

Grand Turk

Island

PGA

(%g)

1

4

1

13

3

94

132

44

81

90

3

95

97

18

48

43

1

1

23

S

S

(%g)

1

11

4

33

10

221

316

99

190

212

7

230

232

32

107

93

2

2

61

S

1

(%g)

1

4

2

11

4

102

141

36

84

82

3

98

103

7

45

39

1

1

29

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

1 0.3

4

1

1

3

131

187

53

111

102

4

134

134

13

53

45

1

1

0.3

1

60

82

21

48

45

1

56

59

3

21

18

1 1

1

32

1

16

151

Table F-3

Continent

/ Region Country

Caribbean

Sea

Bahamas

Base / City

Great Exuma

Island

Nassau

Barbados

Cuba

Bridgetown

Havana

NS Guantanamo

Bay

Roseau

Dominica

Dominican

Republic

Grenada

Santo Domingo

Saint George's

Guadeloupe

Basse-Terre

Haiti

Jamaica

Port-au-Prince

Cap-Haitien

Kingston

Martinique

Fort-de-France

Montserrat

Plymouth

Saint Croix

Frederiksted

Saint John

Bethany

Saint Kitts and Nevis

Basseterre

Saint Lucia

Castries

Saint

Thomas

Charlotte Amalie

PGA

(%g)

8

3

15

10

50

43

69

58

39

65

32

43

52

75

58

43

60

36

43

S

S

(%g)

20

7

39

27

132

113

182

113

137

189

150

152

102

170

84

117

157

94

117

S

1

(%g)

10

4

19

13

62

53

86

72

48

81

30

53

65

79

60

41

74

45

41

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

11 5

4

21

14

69

59

95

80

54

89

44

59

72

102

91

66

2

10

7

33

28

45

38

25

42

16

28

34

40

37

23

82

49

66

39

23

23

152

Table F-3

Continent

/ Region Country

Caribbean

Sea

Saint

Vincent and

The

Grenadines

Indian

Ocean

Trinidad &

Tobago

Vieques

British

Indian

Ocean

Territory

Australia Pacific

Ocean

Caroline

Islands

Base / City

Port Elizabeth

Scarborough

Trinidad NS

Port of Spain

Isabel Segunda

NSF Diego

Garcia

Brisbane

Canberra

Darwin

H.E. Holt / N.W.

Cape

Melbourne

Perth

Sydney

Woomera

Koror, Paulau

Islands

Ponape

PGA

(%g)

S

S

(%g)

21

19

18

18

19

28

41

12

19

16

19

45

66

68

37

28

56

117

174

180

99

73

26

35

49

47

46

49

73

108

32

49

43

49

23

22

22

23

35

51

15

23

20

23

153

S

1

(%g)

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

55

82

84

36

29

39

26

25

24

25

39

56

17

26

23

25

61

91

95

54

14

12

12

11

12

18

27

8

12

10

12

29

43

44

20

18

Table F-3

Continent

/ Region Country

Pacific

Ocean

Caroline

Islands

Fiji

Base / City

Yap

Suva

Johnston

Atoll

Marcus

Island

Marshall

Islands

Majuro

Kwajalein

Wake Island

Midway

Island

New

Zealand

Auckland

Wellington

Papau New

Guinea

Port Moresby

Philipine Is.

Baguio

Saipan

Cebu

Clark AFB

Manila

Sangley Point

Subic Bay

Capitol Hill

100

127

125

144

S

S

(%g)

82

60

143

56

172

82

172

120

167

203

204

186

178

38

49

48

55

PGA

(%g)

31

23

54

23

72

31

66

46

64

77

78

71

58

47

60

60

68

S

1

(%g)

39

28

67

27

82

39

81

57

79

96

97

88

45

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

43

31

75

20

15

35

52

67

66

75

33

101

43

90

63

87

106

107

97

92

25

32

31

35

16

48

20

43

30

42

50

51

46

23

154

Table F-3

Continent

/ Region Country

Pacific

Ocean

Samoa

Tinian

Base / City

Apia / Upolu

PGA

(%g)

13

59

S

S

(%g)

33

183

S

1

(%g)

15

46

UFC 3-301-01

1 June 2013

Seismic Data (Site Class B)

S

S,5/50

S

1,5/50

S

S,10/50

S

1,10/50

S

S,20/50

S

1,20/50

(%g) (%g) (%g) (%g) (%g) (%g)

17

95

8

24

155

This page intentionally left blank.

UFC 3-301-01

1 June 2013

156

UFC 3-301-01

1 June 2013

APPENDIX G SEISMIC SPECTRAL ACCELERATION MAPS AT SELECTED

LOCATIONS OUTSIDE OF THE UNITED STATES, ITS TERRITORIES AND

POSSESSIONS

FIGURE G-1 - AFGHANISTAN – RISK-TARGETED MAXIMUM CONSIDERED

EARTHQUAKE HORIZONTAL GROUND MOTION OF 0.2-SECOND SPECTRAL

RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING), SITE CLASS

B

157

UFC 3-301-01

1 June 2013

FIGURE G-2 - AFGHANISTAN – RISK-TARGETED MAXIMUM CONSIDERED

EARTHQUAKE HORIZONTAL GROUND MOTION OF 1-SECOND SPECTRAL

RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING), SITE CLASS

B

158

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