47.5 MB - The Whole Building Design Guide

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Shutters are typically a more economical approach for existingfacilities. There are a variety of shutter types, all illustrated byFigures 3-111 to 3-113. Accordion shutters are permanentlyattached to the wall (Figure 3-111). When a hurricane is forecast,the shutters are pulled together and latched into place. Panelshutters (Figure 3-112) are made of metal or polycarbonate. Whena hurricane is forecast, the shutters are taken from storage andinserted into metal tracks that are permanently mounted to thewall above and below the window frame. The panels are lockedinto the frame with wing nuts or clips. Track designs that havepermanently mounted studs for the nuts have been shown to bemore reliable than track designs using studs that slide into thetrack. A disadvantage of panel shutters is the need for storagespace. Roll-down shutters (Figure 3-113) can be motorized orpulled down manually. Figure 3-113 illustrates the benefits ofshuttering. Two of the unprotected window units experiencedglass breakage and the third window unit blew in.Figure 3-111:This school has accordionshutters. Hurricane Ivan(Florida, 2004)MAKING CRITICAL FACILITIES SAFE FROM High Wind3-139
Figure 3-112:Illustrates a metal panelshutter. Hurricane Georges(Puerto Rico, 1998)Figure 3-113:The lower windowassembly was protectedwith a motorized shutter.Hurricane Ivan (Florida,2004)Deploying accordion or panel shutters a few stories above grade isexpensive. Although motorized shutters have greater initial cost,their operational cost should be lower. Other options for providingmissile protection on upper levels include replacing the existing as-3-140 MAKING CRITICAL FACILITIES SAFE FROM High Wind
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Risk Management SeriesDesign Guidef
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Any opinions, findings, conclusions
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ational during and after a major di
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TARGET AUDIENCEThis manual describe
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Appendix A contains a list of acron
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Forster, FEMA; David Godschalk, Uni
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Chapter 2- Making Critical faciliti
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2.4.6 Utility Installations .......
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4.4.8 Utility Plumbing Systems.....
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avoid them when feasible. In cases
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It then crossed Florida into the Gu
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Figure 1-2: Mississippi coast SLOSH
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isks for the facility at the propos
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m Appoint a building program manage
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-Figure 1-3: Process flow chart for
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hazards, usually refers to a buildi
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occurrence during a specified time
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ut is moderate overall. Some hazard
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words, the acceptable performance o
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prior to the onset of this level of
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1.4 REFERENCESAmerican Society of C
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MAKING CRITICAL FACILITIES SAFE FRO
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m Land subsidence, which increases
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valley or the presence of obstructi
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2.1.1.1 Probability of Occurrence o
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year, a very low probability flood
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m FIRMs and Flood Insurance Studies
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Figure 2-3: Riverine flood hazard z
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have been prepared by the U.S. Army
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ABFEs represent the best estimate o
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The following characteristics that
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Figure 2-7 shows the general relati
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2.1.2.5 Hydrodynamic LoadsWater flo
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stillwater depth) and that waves pr
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Debris velocity: The velocity of th
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The most convincing evidence of the
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2.1.3.2 Summary of the NFIP Minimum
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complished through a State permit,
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Developed through a consensus proce
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2.2 CRITICAL FACILITIES EXPOSED TOF
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listed includes health hazards, los
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overview on performance-based desig
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Figure 2-12:Katrina’s storm surge
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Buoyancy and uplift: If below-grade
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acceptable, depending on the type o
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Metal components: Metal structural
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Emergency power generators: Generat
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Office records and police files: Wh
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2.3 REQUIREMENTS AND BESTPRACTICES
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terior drainage (on the land side);
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Slab-on-grade foundation on structu
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and debris and ice impact loads. Fl
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are capable of withstanding direct
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pressure, hydrodynamic loads, wave
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may significantly reduce the certai
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2.3.2.1 Elevation ConsiderationsThe
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Figure 2-30:Flood hazard zones inco
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path when designing and specifying
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ular attention to underfloor utilit
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2.3.5.4 Storage Tank InstallationsA
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2.4.2 SITE MODIFICATIONSA plan to m
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Mobilized floodwall: This category
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methods used to move other types of
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Even if a facility is unlikely to s
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Wastewater system components become
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Emergency barriers are measures of
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2.5 CHECKLIST FOR BUILDINGVULNERABI
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Table 2-3: Checklist for Building V
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FEMA, Protecting Building Utilities
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MAKING CRITICAL FACILITIES SAFE FRO
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flow is typically 6,000 to 12,000 f
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Tornado: This is a violently rotati
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Figure 3-3: Design wind speeds for
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Exposure: The characteristics of th
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Internal pressure (building pressur
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Figure 3-7:Schematic of internalpre
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Figure 3-8: Relative roof uplift pr
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larities will normally be based on
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spread in both of those storms. Pri
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and subsequent progressive failure;
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3.2 CRITICAL FACILITIES EXPOSED TOH
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Wall coverings, soffits, and large
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oof panels were applied over metal
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3.2.2 Evaluating Critical Facilitie
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Step 2: Perform a field investigati
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3.3.1.1 SiteWhen selecting land for
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schools are required to be designed
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As part of the detailed design effo
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steel. FEMA Technical Bulletin, Cor
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a window submittal should show that
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and limited uplift resistance of de
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Figure 3-23:View looking down at th
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m For buildings that have mechanica
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sionals should also specify the att
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Figure 3-31:Door sill pan flashing
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Adjustable jamb/head weatherstrippi
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E 2112 provides guidance on the des
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Soffits: Depending on the wind dire
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mph, those used for hurricane shelt
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Figure 3-47:These four ties werenev
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m Install ties as the brick is laid
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At the hospital shown in Figure 3-5
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etween the hospital and the medical
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metal panels were attached with con
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avoid blow-off. Stainless steel or
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If the roof system is fully adhered
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Figure 3-60:View of the underside o
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ities. For FMG-insured facilities,
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Figure 3-65:The original modifiedbi
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Figure 3-66:If mechanically attache
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Loads and Attachment Methods 9Infor
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Fan cowling attachment: Fans are fr
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Condenser attachment: In lieu of pl
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Page 238 and 239: Figure 3-78:Collapsed hospital ligh
Page 240 and 241: Figure 3-80:The antenna tower atthi
Page 242 and 243: Table 3-3: Risk Reduction Design Me
Page 244 and 245: Table 3-3: Risk Reduction Design Me
Page 246 and 247: Chapter 4 for information on the pe
Page 248 and 249: Figure 3-83:Open walkways donot pro
Page 250 and 251: ASTM E 1996 specifies five missile
Page 252 and 253: ASCE 7 refers to ASTM E 1996 for mi
Page 254 and 255: For interior non-load-bearing mason
Page 256 and 257: m For structural metal roofs, it is
Page 258 and 259: Mechanically attached and air-press
Page 260 and 261: Figure 3-92:To avoid walkway padblo
Page 262 and 263: 3.4.4.2 Mechanical PenthousesBy pla
Page 264 and 265: To enhance the wind performance of
Page 266 and 267: Mechanically attached single-ply me
Page 268 and 269: to power generation stations and by
Page 270 and 271: occupants can have bottled water pr
Page 272 and 273: Table 3-4: Recommendations for Desi
Page 274 and 275: Strong and violent tornadoes can ge
Page 276 and 277: For critical facilities located in
Page 278 and 279: Retrofitting a shelter space inside
Page 280 and 281: funds are not available for strengt
Page 282 and 283: Figure 3-106:The school’s built-u
Page 284 and 285: 3.6.2 Building EnvelopeThe followin
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Page 290 and 291: Figure 3-116:The edge nailer on top
Page 292 and 293: Figure 3-118:The antenna at thishos
Page 294 and 295: 3.7 Checklist for BuildingVulnerabi
Page 296 and 297: Table 3-8: Checklist for Building V
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Page 300 and 301: 3.8 References and Sources ofAdditi
Page 302 and 303: American Society for Testing and Ma
Page 304: FEMA, Attachment of Brick Veneer in
Page 307 and 308: accompanied with suggestions on pos
Page 309 and 310: Hurricane Katrina emphasized the fa
Page 311 and 312: The water supply was interrupted an
Page 313 and 314: Hancock Medical Center in Bay St. L
Page 315 and 316: Figure 4-4:Penthouse at the WestJef
Page 317 and 318: Figure 4-6:Repair of EIFS wallcover
Page 319 and 320: The primary cause of window breakag
Page 321 and 322: West Jefferson Medical Center lost
Page 323 and 324: 4.2.8 Mechanical and ElectricalSyst
Page 325 and 326: covering the fill cap and all vent
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Page 329 and 330: mary and West Jefferson Medical Cen
Page 331 and 332: 4.3 EDUCATIONAL FACILITIES4.3.1 Bac
Page 333 and 334: 4.3.2 Effects of FloodingThe most d
Page 335 and 336: Figure 4-17:Broken windows atD’Ib
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St. Stanislaus High School in Bay S
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4.3.6 Structural SystemsMost of the
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The St. Stanislaus High School camp
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Figure 4-27:Metal roof covering pee
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ment, especially HVAC systems, was
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Figure 4-30:Interior damage at Char
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m Doors should be designed to meet
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different, most of them require and
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4.4.3 Effects of High WindsThe high
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Figure 4-33:Jackson County EOCFigur
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them experienced significant proble
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Figure 4-37:Back Bay Fire Company#3
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Figure 4-39:Gulfport Fire Station #
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Third District Fire Station in New
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Figure 4-44:Roof damage at HancockC
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underground tank for toilets and wa
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Figure 4-47:Generator mounted atgra
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Figure 4-49:Broken communicationsma
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erate without adequate emergency po
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FISFMAFMGFMRHMGPIBCICCICULPSMEPSMOB
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Building, enclosed. A building that
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Floodway. The channel and that port
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OOpenings. Apertures or holes in th
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FEMA Mitigation ProgramscFederal fu
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Table 1: Side-by-Side of FEMA Progr
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todial care facilities (including t
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aged windows with impact-resistant
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tions, and wastewater treatment pla
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