47.5 MB - The Whole Building Design Guide

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Mechanically attached single-ply membranes: It is recommended thatconductors be placed parallel to, and within 8 inches of, membranefastener rows. Where the conductor falls between or isperpendicular to membrane fastener rows, install an additionalrow of membrane fasteners where the conductor will be located,and install a membrane cover-strip over the membrane fasteners.Place the conductor over the cover-strip and secure the conductoras recommended above.By following the above recommendations, additional rows ofmembrane fasteners (beyond those needed to attach the membrane)may be needed to accommodate the layout of theconductors. <strong>The</strong> additional membrane fasteners and coverstripshould be coordinated with, and installed by, the roofingcontractor.Standing seam metal roofs: It is recommended that pre-manufactured,mechanically attached clips that are commonly used toattach various items to roof panels be used. After anchoringthe clips to the panel ribs, the air terminal base plates and conductorconnectors are anchored to the panel clips. In lieu ofconductor connectors that have prongs, it is recommendedthat mechanically attached looped connectors be installed (seeFigure 3-97).Conductor splice connectors: In lieu of pronged splice connectors(see Figure 3-100), bolted splice connectors are recommendedbecause they provide a more reliable connection (see Figure 3-101). It is recommended that strips of flashing membrane (asrecommended above) be placed approximately 3 inches fromeither side of the splice connector to minimize conductor movementand to avoid the possibility of theconductors becoming disconnected. Toallow for observation during maintenance inspections,do not cover the connectors.It is recommended that the buildingdesigner advise the building owner tohave the LPS inspected each spring, toverify that connectors are still attached tothe roof surface, that they still engage theconductors, and that the splice connectorsare still secure. Inspections are alsorecommended after high-wind events.MAKING CRITICAL FACILITIES SAFE FROM High Wind3-119
Figure 3-100:If conductors detach fromthe roof, they are likelyto pull out from prongedsplice connectors.Hurricane Charley(Florida, 2004)Figure 3-101:Bolted splice connectorsare recommended toprevent free ends ofconnectors from beingwhipped around bywind. Hurricane Katrina(Mississippi, 2005)3.4.5 Municipal UtilitiesHurricanes typically disrupt municipal electrical service, and oftenthey disrupt telephone (both cellular and land-line), water, andsewer services. <strong>The</strong>se disruptions may last from several days to severalweeks. Electrical power disruptions can be caused by damage3-120 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
Page 216 and 217: metal panels were attached with con
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Page 220 and 221: If the roof system is fully adhered
Page 222 and 223: Figure 3-60:View of the underside o
Page 224 and 225: ities. For FMG-insured facilities,
Page 226 and 227: Figure 3-65:The original modifiedbi
Page 228 and 229: Figure 3-66:If mechanically attache
Page 230 and 231: Loads and Attachment Methods 9Infor
Page 232 and 233: Fan cowling attachment: Fans are fr
Page 234 and 235: 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
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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
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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
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Figure 4-6:Repair of EIFS wallcover
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The primary cause of window breakag
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West Jefferson Medical Center lost
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4.2.8 Mechanical and ElectricalSyst
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covering the fill cap and all vent
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emergency communications frequently
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mary and West Jefferson Medical Cen
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4.3 EDUCATIONAL FACILITIES4.3.1 Bac
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4.3.2 Effects of FloodingThe most d
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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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47.5 MB - The Whole Building Design Guide

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