FEMA 453 Design Guidance for Shelters and Safe Rooms

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ASME NQA-1, Quality Assurance Requirements for Nuclear Facility Applications, 1994. ASTM E779-03, Standard Test Method for Determining Air Leakage Rate by Fan Pressurization, 1987. EA-C-1704, Carbon-Activated, Impregnated, Copper-Silver-Zinc-Molybdenum-Triethylenediamine (ASZM-TEDA), U.S. Army Edgewood Research, Development and Engineering Center (ERDEC), Aberdeen Proving Grounds, MD. January 1992. ERDEC-TR-336, Expedient Sheltering In Place: An Evaluation for the Chemical Stockpile Emergency Preparedness Program, U.S. Army Edgewood Research, Development and Engineering Center (ERDEC), Aberdeen Proving Grounds, MD. June 1996. FM 3-4, NBC Protection, 29 May 1992. IEEE Std-344, IEEE Recommended Practice for Seismic Qualification of Class 1E Equipment for Nuclear Power Generating Stations, 1987. MIL-PRF-32016(EA), Performance Specification Cell, Gas Phase, Adsorber, 26 November 1997. MIL-STD-282, Filter Units, Protective Clothing, Gas-Mask Components and Related Products: Performance-Test Method, 28 May 1956. MS MIL-F-51079D, Filter Medium, Fire-Resistant, High-Efficiency, 17 February 1988. NFPA 101, Life Safety Code, 1997. TM 5-810-1, Mechanical Design Heating, Ventilating, and Air Conditioning, 15 June 1991. TM 5-855-1, Design and Analysis of Hardened Structures to Conventional Weapons Effects, August 1998. references A
UL 586, High-Efficiency, Particulate, Air Filter Units, 1996. ER 1110-345-100, Design Policy for Military Construction. A- references
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Risk Management Series Design Guida
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Any opinions, findings, conclusions
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This guidance focuses on safe rooms
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protect occupants until law enforce
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of best practices (based on current
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Project Advisory Panel: Ronald Bark
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1.7.1.1. Tornado.or.Short-term.Shel
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2.6.6. RM1.and.RM2.Reinforced.Mason
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4.5. Community.Shelter.Operations.P
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FIgUREs chapter 1 Figure.1-1.. Terr
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Figure.2-16.. Spray-on.elastomer.co
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chapter 4 Figure.4-1.. Preparedness
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in response to the manmade CBRE thr
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decides not to chance fate and cons
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Although operational security measu
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Table 1-2: Safe Evacuation Distance
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Figure 1-1 terrorism by event 1980
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odorless. Their effects occur mainl
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Figure 1-3 radioactive materials sm
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Table 1-3: Correlation of ISC Level
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Table 1-4: ISC CBR Levels of Protec
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m It is partially shielded by the s
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m Single-use shelters. Single-use s
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structure or a new structure to be
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m Territoriality (promotes a sense
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Figure 1- examples of internal shel
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Figure 1-9 examples of internal she
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loading depending upon the building
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model building codes all have provi
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Figure 1-10 national Weather servic
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operations and maintenance plan. De
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For tornado shelters, the most crit
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Reference Standard 6-1 Photolumines
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every building should have an emerg
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Three methods are followed for the
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partitions for areas of about 12,00
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the 2006 editions of nFPa 101, Life
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Figure 1-13 operations Zones, casua
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Figure 1-1 nrP-cis emergency decont
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Figure 1-1 example of Pentagon stag
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Figure 1-19 site and evidence colle
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2.1 OVerVieW Structural deSign crit
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affect the hazard potential of the
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2.2.1 Blast effects in low-rise Bui
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As an example, panelized constructi
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2.3 hardened cOnStructiOn 2.3.1 Str
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Protective design further requires
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deformed, and transfer them to the
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pressures, such that they overcome
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façade materials intact and attach
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2.4 neW cOnStructiOn The design of
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Blast-resistant detailing requires
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the slab, the slab reinforcement mu
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spacing of 16 inches that extends i
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In order for the glazing to realize
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precast panels, the spacing of the
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to a column or a vehicle-borne expl
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without any means of attachment or
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polycarbonate glazing can be mixed
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Rigid catch bar systems were design
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stainless steel cables connected wi
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Alternatively, an unreinforced maso
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Figure 2- 9 Metal stud blast wall I
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2.5.3 checklist for retrofitting is
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Shearwalls consist of straight or d
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Light wood frame structures do not
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eam column joints, all member stres
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Steel moment frame structures provi
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Steel frames with infill masonry wa
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esponse to 500 pounds of TNT at a s
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to provide ductile performance. The
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Unless sited in a seismic zone, con
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Precast concrete frames and shearwa
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uilding. Locating the shelter in th
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Unreinforced load-bearing masonry b
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damage in response to 500 pounds of
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Floor slabs within an interior stai
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3.1 oVeRVieW This chapter describes
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m Class 2. This class also includes
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may be necessary for people to occu
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3.3 SaFe RooM CRiTeRia This section
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interior room is preferable to a ro
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m Penetrations. Measures for reduci
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Figure 3- hinged covers facilitate
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enclosure subjected to wind and buo
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Many models of these indoor air pur
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designing and building ultra-high e
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Table 3-2: Leakage per Square Foot
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3.5 opeRaTionS anD MainTenanCe For
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m Turn on a radio or TV in the safe
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Tape, plastic, and carbon dioxide d
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m Isolation dampers. Correct damper
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3.7 CoMMiSSioninG a CLaSS 1 CBR SaF
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have been appropriately placed to p
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m To develop an understanding of th
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CBR ThReaT pRoTeCTion Figure 3- Tas
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Task 4. Determine How Much Filtered
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Pre-heat Coil Module. This module c
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address system or the single-switch
Page 201 and 202: the Homeland security digital Libra
Page 203 and 204: the national Fire Protection associ
Page 205 and 206: From established reporting mechanis
Page 207 and 208: An Emergency Operations Center (EOC
Page 209 and 210: m Weapons of Mass Destruction-Civil
Page 211 and 212: dHs/FEma and the office for domesti
Page 213 and 214: The 48 seconds do not include the t
Page 215 and 216: Figure 4-5 High-rise buildings and
Page 217 and 218: m In the initial phase (hours and d
Page 219 and 220: designated. The following is a list
Page 221 and 222: m Coordinating shelter evacuation p
Page 223 and 224: 4.5.5 notification manager The Noti
Page 225 and 226: Table 4-1: Shelter Equipment and Su
Page 227 and 228: Toilets would be needed by the occu
Page 229 and 230: 4.5.8.7 Emergency Equipment Credenz
Page 231 and 232: FEma’s United states Fire adminis
Page 233 and 234: 4.7.3 event safety procedures The f
Page 235 and 236: 4.9 training and inFormation Employ
Page 237 and 238: Bureau of Alcohol, Tobacco, Firearm
Page 239 and 240: Federal Emergency Management Agency
Page 241 and 242: Phan, L.T., and Simiu, E. 1998. The
Page 243 and 244: Army TM 5-853-4, Security Engineeri
Page 245 and 246: Corps of Engineers Guide Specificat
Page 247 and 248: Addresses workplace vulnerability t
Page 249 and 250: State of Florida Shelter Plan, Flor
Page 251: Management (2003) http://floridadis
Page 255 and 256: C CA California C&C components and
Page 257 and 258: F FBI Federal Bureau of Investigati
Page 259 and 260: J JFO Joint Field Office K kb kilob
Page 261 and 262: O O.C. on center OG outer garments
Page 263: U UBC Building Code UCRL University
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