FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

More documents

Recommendations

Info

Volume II DESIGNING THE BUILDING 9 9.6 References AF&PA (American Forest & Paper Association ). 2008. Special Design Provisions for Wind and Seismic. ANSI/AF&PA SDPWS-08. AF&PA. 2012. Wood Frame Construction Manual for One- and Two-Family Dwellings. Washington, DC. ASCE (American Society of Civil Engineers). 2010. Minimum Design Loads for Buildings and Other Structures, ASCE Standard ASCE 7-10. AWC (American Wood Council). 2001. Wood Frame Construction Manual. AWC. 2006. National Design Specification for Wood Construction (NDS). FEMA (Federal Emergency Management Agency). 1996. Corrosion Protection of Metal Connectors in Coastal Areas for Structures Located in Special Flood Hazard Areas. NFIP Technical Bulletin 8-96. FEMA. 2008a. Design and Construction Guidance for Breakaway Walls Below Elevated Coastal Buildings, FEMA NFIP Technical Bulletin 9. FEMA. 2008b. Flood Damage-Resistant Materials Requirements, FEMA NFIP Technical Bulletin 2. FEMA. 2008c. Free of Obstruction Requirements for Buildings Located in Coastal High Hazard Areas. NFIP Technical Bulletin 5. FEMA. 2009. Local Officials Guide for Coastal Construction. FEMA 762. FEMA. 2010a. Elevator Installation for Buildings Located in Special Flood Hazard Areas in accordance with the National Flood Insurance Program. NFIP Technical Bulletin 4. FEMA. 2010b. Home Builder’s Guide to Coastal Construction Technical Fact Sheets. FEMA P-499. Hamilton, P. 1997. “Installing a Steel Moment Frame.” Journal of Light Construction. March. ICC (International Code Council). 2008. Standard for Residential Construction in High-Wind Regions. ICC 600-2008. ICC: Country Club Hills, IL. ICC. 2011a. International Building Code. 2012 IBC. ICC: Country Club Hills, IL. ICC. 2011b. International Residential Code for One-and Two-Family Dwellings. 2012 IRC. ICC: Country Club Hills, IL. WPPC (Wood Products Promotion Council). 1996. Guide to Wood Construction in High Wind Areas. COASTAL CONSTRUCTION MANUAL 9-43
1 CHAPTER TITLE COASTAL CONSTRUCTION MANUAL 10 Designing the Foundation This chapter provides guidance on designing foundations, including selecting appropriate materials, in coastal areas. It CROSS REFERENCE provides general guidance on designing foundations in a coastal environment and is not intended to provide complete guidance For resources that augment the guidance and other information in on designing foundations in every coastal area. Design this Manual, see the Residential professionals should consult other guidance documents, codes, Coastal Construction Web site and standards as needed. (http://www.fema.gov/rebuild/ mat/fema55.shtm). Design considerations for foundations in coastal environments are in many ways similar to those in inland areas. Like all foundations, coastal foundations must support gravity loads, resist uplift and lateral loads, and maintain lateral and vertical load path continuity from the elevated building to the soils below. Foundations in coastal areas are different in that they must generally resist higher winds, function in a corrosive environment, and withstand the environmental aspects that are unique to coastal areas: storm surges, rapidly moving floodwaters, wave action, and scour and erosion. These aspects can make coastal flooding more damaging than inland flooding. Like many design processes, foundation design is an iterative process. First, the loads on the elevated structure are determined (see Chapter 9). Then a preliminary foundation design is considered, flood loads on the preliminary design are determined, and foundation style is chosen and the respective elements are sized to resist those loads. With information on foundation size, the design professional can accurately determine flood loads on the foundation and can, through iteration, develop an efficient final design. Because flood loads depend greatly on the foundation design criteria, the discussion of foundation design begins there. The appropriate styles of foundation are then discussed and how the styles can be selected to reduce vulnerability to natural hazards. COASTAL CONSTRUCTION MANUAL 10-1
Page 1 and 2:
Coastal Construction Manual Princip
Page 3 and 4:
All illustrations in this document
Page 5 and 6:
PREFACE Volume II Chapter 8 - Site-
Page 7 and 8:
1 CHAPTER TITLE Contents COASTAL CO
Page 9 and 10:
Volume II CONTENTS Chapter 9. Desig
Page 11 and 12:
Volume II CONTENTS Chapter 11. Desi
Page 13 and 14:
Volume II CONTENTS 12.5 Water and W
Page 15 and 16:
Volume II CONTENTS 15.4.1 Evaluatin
Page 17 and 18:
Volume II CONTENTS Figure 9-10. Roo
Page 19 and 20:
Volume II CONTENTS Figure 11-3. Hou
Page 21 and 22:
Volume II CONTENTS Figure 11-47. Da
Page 23 and 24:
Volume II CONTENTS Chapter 15 Figur
Page 25 and 26:
Volume II CONTENTS Table 10-9. Adva
Page 27 and 28:
Volume II CONTENTS Example 8.4. Flo
Page 29 and 30:
1 CHAPTER TITLE COASTAL CONSTRUCTIO
Page 31 and 32:
Volume II PRE-DESIGN CONSIDERATIONS
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Page 39 and 40:
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
Page 49 and 50:
Page 51 and 52:
Page 53 and 54:
Page 55 and 56:
Page 57 and 58:
8 DETERMINING SITE-SPECIFIC LOADS V
Page 59 and 60:
Page 61 and 62:
Page 63 and 64:
Page 65 and 66:
Page 67 and 68:
Page 69 and 70:
Page 71 and 72:
Page 73 and 74:
Page 75 and 76:
Page 77 and 78:
Page 79 and 80:
Page 81 and 82:
Page 83 and 84:
Page 85 and 86:
Page 87 and 88:
Page 89 and 90:
Page 91 and 92:
Page 93 and 94:
Page 95 and 96:
Page 97 and 98:
Page 99 and 100:
Page 101 and 102:
Page 103 and 104:
Page 105 and 106:
Page 107 and 108:
Page 109 and 110:
Page 111 and 112:
Page 113 and 114:
Page 115 and 116:
Page 117 and 118:
Page 119 and 120:
Page 121 and 122:
Page 123 and 124:
Page 125 and 126:
Page 127 and 128:
Page 129 and 130: 8 DETERMINING SITE-SPECIFIC LOADS V
Page 139 and 140: 9 DESIGNING THE BUILDING Volume II
Page 179: 9 DESIGNING THE BUILDING Volume II
Page 183 and 184: Volume II DESIGNING THE FOUNDATION
Page 219 and 220: 10 DESIGNING THE FOUNDATION Volume
Page 229 and 230: 1 CHAPTER TITLE COASTAL CONSTRUCTIO
Page 231 and 232:
Volume II Designing the builDing en
Page 233 and 234:
Page 235 and 236:
Page 237 and 238:
Page 239 and 240:
Page 241 and 242:
Page 243 and 244:
Page 245 and 246:
Page 247 and 248:
Page 249 and 250:
Page 251 and 252:
Page 253 and 254:
Page 255 and 256:
Page 257 and 258:
Page 259 and 260:
Page 261 and 262:
Page 263 and 264:
Page 265 and 266:
Page 267 and 268:
Page 269 and 270:
Page 271 and 272:
Page 273 and 274:
Page 275 and 276:
Page 277 and 278:
Page 279 and 280:
Page 281 and 282:
Page 283 and 284:
Page 285 and 286:
12 INSTALLING MECHANICAL EQUIPMENT
Page 287 and 288:
Page 289 and 290:
Page 291 and 292:
Page 293 and 294:
Page 295 and 296:
Page 297 and 298:
13 CONSTRUCTING THE BUILDING Volume
Page 299 and 300:
Page 301 and 302:
Page 303 and 304:
Page 305 and 306:
Page 307 and 308:
Page 309 and 310:
Page 311 and 312:
Page 313 and 314:
Page 315 and 316:
Page 317 and 318:
Page 319 and 320:
Page 321 and 322:
Page 323 and 324:
Page 325 and 326:
Page 327 and 328:
Page 329 and 330:
14 MAINTAINING THE BUILDING Volume
Page 331 and 332:
Page 333 and 334:
Page 335 and 336:
Page 337 and 338:
Page 339 and 340:
Page 341 and 342:
1 CHAPTER TITLE COASTAL CONSTRUCTIO
Page 343 and 344:
Volume II RETROFITTING BUILDINGS FO
Page 345 and 346:
Page 347 and 348:
Page 349 and 350:
Page 351 and 352:
Page 353 and 354:
Page 355 and 356:
Page 357 and 358:
Page 359 and 360:
Page 361 and 362:
Page 363 and 364:
1 CHAPTER TITLE Acronyms COASTAL CO
Page 365 and 366:
Volume II ACRONYMS H HMA Hazard Mit
Page 367 and 368:
Volume II ACRONYMS T TMS The Masonr
Page 369 and 370:
GLOSSARY Volume II Basement - Under
Page 371 and 372:
GLOSSARY Volume II Conditions Great
Page 373 and 374:
GLOSSARY Volume II F Federal Emerge
Page 375 and 376:
GLOSSARY Volume II G Gabion - Rock-
Page 377 and 378:
GLOSSARY Volume II Location - The l
Page 379 and 380:
GLOSSARY Volume II O Open foundatio
Page 381 and 382:
GLOSSARY Volume II Risk tolerance -
Page 383 and 384:
GLOSSARY Volume II safe living cond
Page 385 and 386:
GLOSSARY Volume II Z Zone A - Under
Page 387 and 388:
INDEX Volume II Building envelope,
Page 389 and 390:
INDEX Volume II stillwater flood de
Page 391 and 392:
INDEX Volume II Floodborne debris d
Page 393 and 394:
INDEX Volume II I IBHS (see Insuran
Page 395 and 396:
INDEX Volume II date of constructio
Page 397 and 398:
INDEX Volume II Seawall, 7-7, 7-17,
Page 399 and 400:
INDEX Volume II velocity pressure,
show all

FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

Create successful ePaper yourself

Delete template?

Save as template?