FL FloridaBuildingCode Building 5thEdition 2014
$75.83
Florida Building Code – Building, 5th edition
| Published By | Publication Date | Number of Pages |
| FL | 2014 | 897 |
This is a fully integrated code based on the 2012 IBC. Chapter tabs are also included.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | FLORIDA BUILDING CODE FIFTH EDITION (2014) BUILDING |
| 2 | FLORIDA BUILDING CODE FIFTH EDITION (2014) BUILDING TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 8 | TABLE OF CONTENTS |
| 20 | CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY |
| 22 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL |
| 23 | SECTION 105 PERMITS |
| 28 | SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 SUBMITTAL DOCUMENTS |
| 32 | SECTION 108 TEMPORARY STRUCTURES AND USES |
| 33 | SECTION 109 FEES SECTION 110 INSPECTIONS |
| 36 | SECTION 111 CERTIFICATE OF OCCUPANCY |
| 37 | SECTION 112 SERVICE UTILITIES SECTION 113 BOARD OF APPEALS RESERVED SECTION 114 VIOLATIONS RESERVED SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT RESERVED SECTION 117 VARIANCES IN FLOOD HAZARD AREAS |
| 38 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 68 | CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A |
| 69 | SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F |
| 70 | SECTION 307 HIGH-HAZARD GROUP H |
| 72 | TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 73 | TABLE 307.1(1)—(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 74 | TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD |
| 75 | SECTION 308 INSTITUTIONAL GROUP I |
| 76 | SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R |
| 77 | SECTION 311 STORAGE GROUP S |
| 78 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
| 80 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS |
| 83 | EQUATION 4-1 |
| 84 | SECTION 403 HIGH-RISE BUILDINGS |
| 85 | TABLE 403.2.4 MINIMUM BOND STRENGTH |
| 87 | SECTION 404 ATRIUMS |
| 88 | SECTION 405 UNDERGROUND BUILDINGS |
| 89 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 90 | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT |
| 93 | SECTION 407 GROUP I-2 |
| 95 | SECTION 408 GROUP I-3 |
| 97 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
| 98 | SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 99 | SECTION 411 SPECIAL AMUSEMENT BUILDINGS |
| 100 | SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 101 | TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS |
| 103 | SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 104 | TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUID |
| 105 | TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA |
| 106 | TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS |
| 107 | SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 108 | TABLE 415.5.2 DETACHED BUILDING REQUIRED |
| 112 | TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 |
| 117 | SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 LIVE/WORK UNITS |
| 118 | SECTION 420 GROUPS I-1, R-1, R-2, R-3 SECTION 421 HYDROGEN CUTOFF ROOMS |
| 119 | SECTION 422 AMBULATORY CARE FACIILITIES SECTION 423 STORM SHELTERS |
| 120 | SECTION 424 CHILDREN’S PLAY STRUCTURES SECTIONS 425 through 448 RESERVED SECTION 449 HOSPITALS |
| 128 | SECTION 450 NURSING HOMES |
| 138 | TABLE 450.3.18.1 PLUMBING FIXTURES AND MINIMUM TRIM |
| 144 | SECTION 451 AMBULATORY SURGICAL CENTERS |
| 148 | SECTION 452 BIRTHING CENTERS |
| 149 | SECTION 453 STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES |
| 168 | SECTION 454 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE) |
| 176 | TABLE 454.1.6.1 PUBLIC SWIMMING POOL—REQUIRED FIXTURE COUNT |
| 194 | SECTION 455 PUBLIC LODGING ESTABLISHMENTS |
| 195 | SECTION 456 PUBLIC FOOD SERVICE ESTABLISHMENTS |
| 196 | SECTION 457 MENTAL HEALTH PROGRAMS |
| 205 | SECTION 458 MANUFACTURED BUILDINGS |
| 207 | SECTION 459 BOOT CAMPS FOR CHILDREN SECTION 460 MAUSOLEUMS AND COLUMBARIUMS |
| 209 | SECTION 461 TRANSIENT PUBLIC LODGING ESTABLISHMENTS SECTION 462 USE OF ASBESTOS IN NEW PUBLIC BUILDINGS OR BUILDINGS NEWLY CONSTRUCTED FOR LEASE TO GOVERNMENT ENTITIES—PROHIBITION SECTION 463 ADULT DAY CARE |
| 210 | SECTION 464 ASSISTED LIVING FACILITIES |
| 213 | SECTION 465 CONTROL OF RADIATION HAZARDS |
| 216 | TIME-TEMPERATURE CHART |
| 218 | SECTION 466 DAYCARE OCCUPANCIES TABLE 466.5 DAYCARE LOCATION AND TYPE OF CONSTRUCTION |
| 220 | SECTION 467 HOSPICE INPATIENT FACILITIES AND UNITS AND HOSPICE RESIDENCES |
| 223 | SECTION 468 SCHOOLS, COLLEGES AND UNIVERSITIES |
| 224 | SECTION 469 OFFICE SURGERY SUITE |
| 228 | TABLE 2 MINIMUM STATION OUTLETS FOR PIPED GAS SYSTEMS IN OFFICE SURGERY SUITES |
| 230 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 504 BUILDING HEIGHT |
| 231 | TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS |
| 232 | TABLE 503—continued ALLOWABLE BUILDING HEIGHTS AND AREAS SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS |
| 233 | SECTION 506 BUILDING AREA MODIFICATIONS EQUATION 5-1 EQUATION 5-2 |
| 234 | EQUATION 5-3 SECTION 507 UNLIMITED AREA BUILDINGS |
| 236 | SECTION 508 MIXED USE AND OCCUPANCY |
| 237 | SECTION 509 INCIDENTAL USES |
| 238 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES SECTION 510 SPECIAL PROVISIONS |
| 239 | TABLE 509 INCIDENTAL USES |
| 242 | CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION |
| 243 | TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE |
| 244 | SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION |
| 246 | CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 247 | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 249 | SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION |
| 250 | EQUATION 7-1 FIGURE 705.7 EQUIVALENT OPENING FACTOR |
| 251 | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| 252 | EQUATION 7-2 |
| 253 | SECTION 706 FIRE WALLS TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 256 | SECTION 707 FIRE BARRIERS TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 257 | SECTION 708 FIRE PARTITIONS |
| 258 | SECTION 709 SMOKE BARRIERS |
| 259 | SECTION 710 SMOKE PARTITIONS SECTION 711 HORIZONTAL ASSEMBLIES |
| 260 | SECTION 712 VERTICAL OPENINGS |
| 261 | SECTION 713 SHAFT ENCLOSURES |
| 263 | SECTION 714 PENETRATIONS |
| 266 | SECTION 715 FIRE-RESISTANT JOINT SYSTEMS |
| 267 | SECTION 716 OPENING PROTECTIVES TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES |
| 268 | TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 269 | TABLE 716.5—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 272 | TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS |
| 273 | SECTION 717 DUCTS AND AIR TRANSFER OPENINGS |
| 274 | TABLE 717.3.2.1 FIRE DAMPER RATING |
| 277 | SECTION 718 CONCEALED SPACES |
| 279 | SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER |
| 280 | SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS SECTION 721 PRESCRIPTIVE FIRE RESISTANCE |
| 281 | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 282 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 283 | TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 284 | TABLE 721.1(1) —continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 285 | TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 286 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 287 | TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 288 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 289 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 290 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 291 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 292 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS |
| 293 | TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 294 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 295 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 296 | TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 297 | TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 298 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 299 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 300 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 301 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 302 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS |
| 303 | TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS SECTION 722 CALCULATED FIRE RESISTANCE |
| 304 | TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS |
| 305 | TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 EQUATION 7-3 EQUATION 7-4 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION |
| 306 | TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL |
| 307 | FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS |
| 308 | FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS EQUATION 7-5 |
| 309 | FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) |
| 310 | TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMS (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS |
| 311 | TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) |
| 312 | TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS |
| 313 | EQUATION 7-7 TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS |
| 314 | TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) EQUATION 7-8 EQUATION 7-9 TABLE 722.4.1(3) VALUES OF Rn 0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a |
| 315 | TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10 EQUATION 7-11 FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS |
| 316 | FIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 317 | EQUATION 7-12 FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS EQUATION 7-13 |
| 318 | EQUATION 7-14 FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS |
| 319 | TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE |
| 320 | TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 321 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 322 | TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 323 | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 324 | TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 325 | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 326 | TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED INSTRUCTURAL LIGHTWEIGHT CONCRETE [FIGURE 722.5.1(6)(c)] |
| 327 | TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS INSTRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE722.5.1(6)(a)] |
| 328 | EQUATION 7-15 EQUATION 7-16 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS |
| 329 | EQUATION 7-17 |
| 330 | TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES EQUATION 7-18 EQUATION 7-19 EQUATION 7-20 EQUATION 7-21 TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME |
| 331 | TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION |
| 332 | FIGURE 722.6.3(1) LOAD FIGURE FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS |
| 334 | CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES |
| 336 | TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY |
| 337 | SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 338 | SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS |
| 340 | CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS |
| 341 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 343 | TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 345 | TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 347 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 349 | SECTION 905 STANDPIPE SYSTEMS |
| 351 | SECTION 906 PORTABLE FIRE EXTINGUISHERS |
| 352 | [F]TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 361 | [F] TABLE 907.5.2.3.3 VISIBLE ALARMS |
| 362 | SECTION 908 EMERGENCY ALARM SYSTEMS |
| 363 | SECTION 909 SMOKE CONTROL SYSTEMS |
| 365 | EQUATION 9-1 EQUATION 9-2 |
| 366 | EQUATION 9-3 |
| 371 | SECTION 910 SMOKE AND HEAT REMOVAL |
| 372 | EQUATION 9-4 [F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa |
| 373 | SECTION 911 FIRE COMMAND CENTER |
| 374 | SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS |
| 375 | SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE |
| 376 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS SECTION 1003 GENERAL MEANS OF EGRESS |
| 377 | SECTION 1004 OCCUPANT LOAD |
| 378 | TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 379 | SECTION 1005 MEANS OF EGRESS SIZING |
| 380 | SECTION 1006 MEANS OF EGRESS ILLUMINATION SECTION 1007 ACCESSIBLE MEANS OF EGRESS SECTION 1008 DOORS, GATES AND TURNSTILES |
| 382 | TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS |
| 387 | SECTION 1009 STAIRWAYS |
| 391 | SECTION 1010 RAMPS |
| 393 | SECTION 1011 EXIT SIGNS SECTION 1012 HANDRAILS |
| 395 | SECTION 1013 GUARDS |
| 396 | SECTION 1014 EXIT ACCESS |
| 397 | TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 398 | SECTION 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCEa |
| 399 | SECTION 1017 AISLES SECTION 1018 CORRIDORS TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING |
| 400 | TABLE 1018.2 MINIMUM CORRIDOR WIDTH SECTION 1019 EGRESS BALCONIES |
| 401 | SECTION 1020 EXITS SECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION |
| 402 | TABLE 1021.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES |
| 403 | SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS |
| 404 | SECTION 1023 EXIT PASSAGEWAYS |
| 405 | SECTION 1024 LUMINOUS EGRESS PATH MARKINGS |
| 406 | SECTION 1025 HORIZONTAL EXITS |
| 407 | SECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS |
| 408 | SECTION 1027 EXIT DISCHARGE |
| 409 | SECTION 1028 ASSEMBLY |
| 410 | TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 412 | TABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS |
| 413 | SECTION 1029 EMERGENCY ESCAPE AND RESCUE |
| 416 | CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 DEFINITIONS RESERVED SECTION 1103 SCOPING REQUIREMENTS RESERVED SECTION 1104 ACCESSIBLE ROUTE RESERVED SECTION 1105 ACCESSIBLE ENTRANCES RESERVED SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES RESERVED SECTION 1107 DWELLING UNITS AND SLEEPING UNITS RESERVED SECTION 1108 SPECIAL OCCUPANCIES RESERVED SECTION 1109 OTHER FEATURES AND FACILITIES RESERVED SECTION 1110 SIGNAGE RESERVED |
| 418 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION |
| 419 | SECTION 1204 TEMPERATURE CONTROL SECTION 1205 LIGHTING |
| 420 | SECTION 1206 YARDS OR COURTS SECTION 1207 SOUND TRANSMISSION SECTION 1208 INTERIOR SPACE DIMENSIONS |
| 421 | SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS |
| 424 | CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL |
| 426 | CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS |
| 427 | SECTION 1404 MATERIALS |
| 428 | SECTION 1405 INSTALLATION OF WALL COVERINGS |
| 429 | TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1405.3.1 CLASS III VAPOR RETARDERS |
| 433 | SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS |
| 434 | TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1407 METAL COMPOSITE MATERIALS (MCM) |
| 436 | TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS |
| 437 | SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) |
| 440 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS |
| 441 | SECTION 1503 WEATHER PROTECTION TABLE 1503.2 METAL FLASHING MATERIAL SECTION 1504 PERFORMANCE REQUIREMENTS |
| 442 | SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION |
| 443 | SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 444 | TABLE 1507.2.7.1 CLASSIFICATION OF ASPHALT SHINGLES |
| 446 | TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 447 | TABLE 1507.4.3(1) METAL ROOF COVERINGS |
| 449 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 450 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 451 | TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS |
| 452 | TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOP TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 453 | TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS SECTION 1508 ROOF INSULATION |
| 454 | TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOFTOP STRUCTURES |
| 456 | TABLE 1509.6.5 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS |
| 457 | SECTION 1510 REROOFING SECTION 1511 SOLAR PHOTOVOLTAIC PANELS/MODULES SECTION 1512 HIGH-VELOCITY HURRICANE ZONES—GENERAL |
| 459 | SECTION 1513 HIGH-VELOCITY HURRICANE ZONES—DEFINITIONS |
| 460 | SECTION 1514 HIGH-VELOCITY HURRICANE ZONES—WEATHER PROTECTION |
| 461 | SECTION 1515 HIGH-VELOCITY HURRICANE ZONES—PERFORMANCE REQUIREMENTS |
| 462 | TABLE 1515.2 MINIMUM SLOPE SECTION 1516 HIGH-VELOCITY HURRICANE ZONES—FIRE CLASSIFICATION SECTION 1517 HIGH-VELOCITY HURRICANE ZONES—MATERIALS |
| 463 | SECTION 1518 HIGH-VELOCITY HURRICANE ZONES—ROOF COVERINGS WITH SLOPES 2:12 OR GREATER |
| 466 | SECTION 1519 HIGH-VELOCITY HURRICANE ZONES—ROOF COVERINGS WITH SLOPES LESS THAN 2:12 TABLE 1519.3A SLOPE AND APPLICATION TEMPERATURE CRITERIA TABLE 1519.3B SLOPE AND APPLICATION TEMPERATURE CRITERIA |
| 468 | SECTION 1520 HIGH-VELOCITY HURRICANE ZONES—ROOF INSULATION SECTION 1521 HIGH-VELOCITY HURRICANE ZONES—REROOFING |
| 470 | SECTION 1522 HIGH-VELOCITY HURRICANE ZONES—ROOFTOP STRUCTURES AND COMPONENTS TABLE 1522.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS SECTION 1523 HIGH-VELOCITY HURRICANE ZONES—TESTING |
| 474 | SECTION 1524 HIGH-VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS |
| 475 | SECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW |
| 476 | HIGH-VELOCITY HURRICANE ZONE UNIFORM PERMIT APPLICATON FORM |
| 480 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS |
| 481 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 482 | TABLE 1604.3 DEFLECTION LIMITS |
| 483 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 484 | SECTION 1605 LOAD COMBINATIONS |
| 485 | EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16 |
| 486 | EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS |
| 487 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 488 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 489 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg EQUATION 16-23 |
| 490 | TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, EQUATION 16-24 EQUATION 16-25 |
| 491 | EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32 |
| 492 | SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS |
| 493 | FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 494 | FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 495 | SECTION 1609 WIND LOADS |
| 496 | TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE 1609.3.1 WIND SPEED CONVERSIONS |
| 497 | FIGURE 1609 A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 498 | FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES |
| 499 | FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 500 | EQUATION 16-33 |
| 501 | EQUATION 16-34 |
| 502 | TABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cnet a, b |
| 503 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b |
| 504 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b |
| 505 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b EQUATION 16-35 |
| 506 | TABLE 1609.7(1) NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF) TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (λ) SECTION 1610 SOIL LATERAL LOADS |
| 507 | TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS EQUATION 16-36 |
| 508 | SECTION 1612 FLOOD LOADS FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 509 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 510 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 511 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 512 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 513 | TABLE 1612.1CROSS REFERENCES DEFINING FLOOD RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE |
| 514 | TABLE 1612.1—continued CROSS REFERENCES DEFINING FLOOD RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE |
| 516 | SECTION 1613 EARTHQUAKE LOADS TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa EQUATION 16-37 EQUATION 16-38 |
| 517 | EQUATION 16-39 EQUATION 16-40 TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION |
| 518 | FIGURE 1613.3.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 519 | FIGURE 1613.3.1(1)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 520 | FIGURE 1613.3.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 521 | FIGURE 1613.3.1(2)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 522 | FIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 523 | FIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 524 | FIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 525 | FIGURE 1613.3.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5%OF CRITICAL DAMPING), SITE CLASS B |
| 526 | SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY |
| 527 | EQUATION 16-41 EQUATION 16-42 SECTION 1616 HIGH-VELOCITY HURRICANE ZONES—GENERAL, DEFLECTION, VOLUME CHANGES AND MINIMUM LOADS |
| 528 | FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 529 | SECTION 1617 HIGH-VELOCITY HURRICANE ZONES—ROOF DRAINAGE RESERVED SECTION 1618 HIGH-VELOCITY HURRICANE ZONES—SPECIAL LOAD CONSIDERATIONS |
| 530 | SECTION 1619 HIGH VELOCITY HURRICANE ZONES—LIVE LOAD REDUCTIONS RESERVED SECTION 1620 HIGH-VELOCITY HURRICANE ZONES—WIND LOADS SECTION 1621 HIGH-VELOCITY HURRICANE ZONES—OVERTURNING MOMENT AND UPLIFT SECTION 1622 HIGH-VELOCITY HURRICANE ZONES—SCREEN ENCLOSURES |
| 531 | SECTION 1623 HIGH-VELOCITY HURRICANE ZONES—LIVE LOADS POSTED AND OCCUPANCY PERMITS RESERVED SECTION 1624 HIGH-VELOCITY HURRICANE ZONES—FOUNDATION DESIGN RESERVED SECTION 1625 HIGH-VELOCITY HURRICANE ZONES—LOAD TESTS TABLE 1625.4 FATIGUE LOADING SEQUENCE SECTION 1626 HIGH-VELOCITY HURRICANE ZONES—IMPACT TESTS FOR WIND-BORNE DEBRIS |
| 534 | TABLE 1626 CYCLIC WIND PRESSURE LOADING |
| 536 | CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS |
| 537 | SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS RESERVED SECTION 1705 REQUIRED VERIFICATION AND INSPECTION RESERVED SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 TEST SAFE LOAD SECTION 1709 IN-SITU LOAD TESTS |
| 538 | SECTION 1710 PRECONSTRUCTION LOAD TESTS |
| 542 | SECTION 1711 MATERIAL AND TEST STANDARDS |
| 544 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 546 | SECTION 1804 EXCAVATION, GRADING AND FILL |
| 547 | SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 548 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OFSOILS |
| 549 | TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 550 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS |
| 551 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS |
| 552 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c |
| 553 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES a, b, c |
| 554 | TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c EQUATION 18-1 |
| 555 | TABLE 1807.2.4 REINFORCEMENT FOR MASONRY RETAINING WALLSa EQUATION 18-2 EQUATION 18-3 |
| 556 | SECTION 1808 FOUNDATIONS |
| 557 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 558 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER |
| 559 | SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION |
| 560 | SECTION 1810 DEEP FOUNDATIONS |
| 563 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 564 | EQUATION 18-4 |
| 566 | EQUATION 18-5 |
| 567 | EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11 |
| 572 | SECTIONS 1811–1815 RESERVED SECTION 1816 TERMITE PROTECTION |
| 573 | SECTION 1817 HIGH-VELOCITY HURRICANE ZONES—EXCAVATIONS RESERVED SECTION 1818 HIGH-VELOCITY HURRICANE ZONES—BEARING CAPACITY OF SOIL RESERVED SECTION 1819 HIGH-VELOCITY HURRICANE ZONES—SOIL BEARING FOUNDATIONS RESERVED SECTION 1820 HIGH-VELOCITY HURRICANE ZONES—CONCRETE SLABS ON FILL RESERVED SECTION 1821 HIGH-VELOCITY HURRICANE ZONES—MONOLITHIC FOOTINGS RESERVED SECTION 1822 HIGH-VELOCITY HURRICANE ZONES—PILE FOUNDATIONS RESERVED SECTION 1823 HIGH-VELOCITY HURRICANE ZONES—WOOD PILES RESERVED SECTION 1824 HIGH-VELOCITY HURRICANE ZONES—PRECAST CONCRETE PILES RESERVED SECTION 1825 HIGH-VELOCITY HURRICANE ZONES—PRESTRESSED PRECAST CONCRETE PILES RESERVED SECTION 1826 HIGH-VELOCITY HURRICANE ZONES—CAST-IN-PLACE RESERVED |
| 574 | SECTION 1827 HIGH-VELOCITY HURRICANE ZONES—ROLLED STRUCTURAL SHAPES RESERVED SECTION 1828 HIGH-VELOCITY HURRICANE ZONES—SPECIAL PILES OR SPECIAL CONDITIONS RESERVED SECTION 1829 HIGH-VELOCITY HURRICANE ZONES—LOAD TESTS ON PILES RESERVED SECTION 1830 HIGH-VELOCITY HURRICANE ZONES—FOUNDATION WALLS AND GRADE BEAMS RESERVED SECTION 1831 HIGH-VELOCITY HURRICANE ZONES—GRADES UNDER BUILDINGS RESERVED SECTION 1832 HIGH-VELOCITY HURRICANE ZONES—RETAINING WALLS RESERVED SECTION 1833 HIGH-VELOCITY HURRICANE ZONES—SEAWALLS AND BULKHEADS RESERVED SECTION 1834 HIGH-VELOCITY HURRICANE ZONES—SOIL IMPROVEMENT RESERVED |
| 576 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318 |
| 577 | TABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f ′c) FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE |
| 581 | SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN EQUATION 19-1 TABLE 1908.2ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) |
| 582 | SECTION 1909 ANCHORAGE TO CONCRETE—STRENGTH DESIGN SECTION 1910 SHOTCRETE |
| 583 | SECTION 1911 REINFORCED GYPSUM CONCRETE SECTION 1912 CONCRETE-FILLED PIPE COLUMNS SECTION 1913 SPECIAL WIND PROVISIONS FOR CONCRETE |
| 584 | SECTIONS 1914–1916 RESERVED SECTION 1917 LIGHTWEIGHT INSULATING CONCRETE ROOFS |
| 585 | SECTION 1918 RESERVED SECTION 1919 HIGH-VELOCITY HURRICANE ZONES—GENERAL RESERVED SECTION 1920 HIGH-VELOCITY HURRICANE ZONES—STANDARDS RESERVED SECTION 1921 HIGH-VELOCITY HURRICANE ZONES—DEFINITIONS RESERVED SECTION 1922 HIGH-VELOCITY HURRICANE ZONES—MATERIALS RESERVED SECTION 1923 HIGH-VELOCITY HURRICANE ZONES—CONCRETE QUALITY RESERVED SECTION 1924 HIGH-VELOCITY HURRICANE ZONES—MIXING AND PLACING CONCRETE RESERVED SECTION 1925 HIGH-VELOCITY HURRICANE ZONES—FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS RESERVED SECTION 1926 HIGH-VELOCITY HURRICANE ZONES—DETAILS OF REINFORCEMENT RESERVED SECTION 1927 HIGH-VELOCITY HURRICANE ZONES—PRECAST CONCRETE UNITS RESERVED SECTION 1928 HIGH-VELOCITY HURRICANE ZONES—PRESTRESSED CONCRETE RESERVED SECTION 1929 HIGH-VELOCITY HURRICANE ZONES—PNEUMATICALLY PLACED CONCRETE (SHOTCRETE) RESERVED |
| 586 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS TABLE 2002.4 DESIGN WIND PRESSURES SCREENED ENCLOSURES (STRENGTH DESIGN OR LRFD ONLY) |
| 587 | TABLE 2002.4A HEIGHT ADJUSTMENT FACTORS |
| 588 | SECTION 2003 HIGH-VELOCITY HURRICANE ZONES—ALUMINUM |
| 590 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS |
| 592 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS |
| 593 | SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE |
| 594 | TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY |
| 595 | SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY |
| 596 | SECTION 2109 EMPIRICAL DESIGN OF MASONRY TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS EQUATION 21-2 |
| 597 | TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 598 | SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES |
| 600 | FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS |
| 601 | SECTION 2113 MASONRY CHIMNEYS |
| 604 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 605 | TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION |
| 606 | SECTION 2114 TERMITE INSPECTION SECTION 2115 SPECIAL WIND PROVISIONS FOR MASONRY SECTION 2116-2117 RESERVED SECTION 2118 HIGH-VELOCITY HURRICANE ZONES—DESIGN RESERVED SECTION 2119 HIGH-VELOCITY HURRICANE ZONES—QUALITY, TESTS, AND APPROVALS SECTION 2120 HIGH-VELOCITY HURRICANE ZONES—ALLOWABLE UNIT STRESSES IN UNIT MASONRY RESERVED SECTION 2121 HIGH-VELOCITY HURRICANE ZONES—CONSTRUCTION DETAILS |
| 609 | SECTION 2122 HIGH-VELOCITY HURRICANE ZONES—REINFORCED UNIT MASONRY |
| 612 | CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES |
| 613 | SECTION 2207 STEEL JOISTS SECTION 2208 STEEL CABLE STRUCTURES |
| 614 | SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SECTION 2212 GABLE ENDWALLS SECTION 2213 RESERVED |
| 615 | SECTION 2214 HIGH-VELOCITY HURRICANE ZONES—GENERAL—STEEL CONSTRUCTION |
| 616 | SECTION 2215 HIGH-VELOCITY HURRICANE ZONES—MATERIAL SECTION 2216 HIGH-VELOCITY HURRICANE ZONES—DESIGN LOADS SECTION 2217 HIGH-VELOCITY HURRICANE ZONES—MINIMUM THICKNESS OF MATERIAL SECTION 2218 HIGH-VELOCITY HURRICANE ZONES—CONNECTIONS RESERVED SECTION 2219 HIGH-VELOCITY HURRICANE ZONES—TUBULAR COLUMNS SECTION 2220 HIGH-VELOCITY HURRICANE ZONES—PROTECTION OF METAL RESERVED SECTION 2221 HIGH-VELOCITY HURRICANE ZONES—GENERAL—OPEN WEB STEEL JOISTS |
| 617 | SECTION 2222 HIGH-VELOCITY HURRICANE ZONES—COLD-FORMED STEEL CONSTRUCTION |
| 618 | SECTION 2223 HIGH-VELOCITY HURRICANE ZONES—PREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PREENGINEERED STRUCTURES) |
| 619 | SECTION 2224 HIGH-VELOCITY HURRICANE ZONES—CHAIN LINK FENCES TABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS |
| 620 | CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 624 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 625 | TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES |
| 626 | TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE |
| 627 | TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a, (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) |
| 628 | TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b |
| 630 | TABLE 2304.9.1 FASTENING SCHEDULE |
| 631 | TABLE 2304.9.1—continued FASTENING SCHEDULE |
| 632 | TABLE 2304.9.1—continued FASTENING SCHEDULE |
| 635 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1 TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 636 | TABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c EQUATION 23-2 SECTION 2306 ALLOWABLE STRESS DESIGN |
| 637 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 638 | TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf |
| 639 | TABLE 2306.2(1)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf |
| 640 | TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb |
| 641 | TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING |
| 642 | TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY |
| 643 | TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 646 | TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360) |
| 647 | TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360) |
| 648 | TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360) |
| 649 | TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360) |
| 650 | TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 651 | FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 652 | TABLE 2308.9.3(1) BRACED WALL PANELSa TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) |
| 653 | TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs) TABLE 2308.9.3(5) HARDBOARD SIDING |
| 655 | FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING |
| 656 | TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 657 | TABLE 2308.9.5—continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 658 | TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 659 | TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) |
| 660 | TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240) |
| 661 | TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240) |
| 662 | TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240) |
| 663 | TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240) |
| 664 | TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 665 | TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 666 | TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 667 | TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 668 | TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 669 | TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 670 | TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 671 | TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 672 | TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 673 | TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 674 | TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 675 | TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240) |
| 676 | TABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg |
| 678 | TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 679 | TABLE 2308.10.9—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 680 | FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS |
| 681 | TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea) |
| 683 | FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES |
| 684 | FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY |
| 685 | FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS |
| 686 | SECTIONS 2309 – 2313 RESERVED SECTION 2314 HIGH-VELOCITY HURRICANE ZONES |
| 687 | SECTION 2315 HIGH-VELOCITY HURRICANE ZONES—QUALITY |
| 688 | SECTION 2316 HIGH-VELOCITY HURRICANE ZONES—SIZES RESERVED SECTION 2317 HIGH-VELOCITY HURRICANE ZONES—UNIT STRESSES SECTION 2318 HIGH-VELOCITY HURRICANE ZONE—VERTICAL FRAMING |
| 690 | SECTION 2319 HIGH-VELOCITY HURRICANE ZONES—HORIZONTAL FRAMING |
| 694 | SECTION 2320 HIGH-VELOCITY HURRICANE ZONES—FIRESTOPS RESERVED SECTION 2321 HIGH-VELOCITY HURRICANE ZONES—ANCHORAGE |
| 695 | SECTION 2322 HIGH-VELOCITY HURRICANE ZONES—SHEATHING TABLE 2322.1.6 PLYWOOD SUBFLOOR |
| 696 | TABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING |
| 697 | SECTION 2323 HIGH-VELOCITY HURRICANE ZONES—FURRING RESERVED SECTION 2324 HIGH-VELOCITY HURRICANE ZONES—CONNECTORS SECTION 2325 HIGH-VELOCITY HURRICANE ZONES—WOOD SUPPORTING MASONRY SECTION 2326 HIGH-VELOCITY HURRICANE ZONES—PROTECTION OF WOOD |
| 698 | TABLE 2324.1 NAIL CONNECTION FOR WOOD MEMBERS SECTION 2327 HIGH-VELOCITY HURRICANE ZONES—FIRE RETARDANT WOOD RESERVED SECTION 2328 HIGH-VELOCITY HURRICANE ZONE—WOOD FENCES |
| 699 | SECTION 2329 HIGH-VELOCITY HURRICANE ZONES—FIRE-RETARDANT-TREATED SHAKES AND SHINGLES RESERVED SECTION 2330 HIGH-VELOCITY HURRICANE ZONES—WOOD BLOCKING |
| 700 | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 EQUATION 24-2 |
| 701 | EQUATION 24-3 EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 |
| 702 | SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 703 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 |
| 704 | TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 705 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS |
| 706 | SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS SECTION 2410 HIGH-VELOCITY HURRICANE ZONES—GENERAL |
| 707 | SECTION 2411 HIGH-VELOCITY HURRICANE ZONES—WINDOWS, DOORS, GLASS AND GLAZING |
| 709 | SECTION 2412 HIGH-VELOCITY HURRICANE ZONES—GLASS VENEER |
| 710 | SECTION 2413 HIGH-VELOCITY HURRICANE ZONES—STORM SHUTTERS/EXTERNAL PROTECTIVE DEVICES SECTION 2414 HIGH-VELOCITY HURRICANE ZONES—CURTAIN WALLS |
| 711 | SECTION 2415 HIGH-VELOCITY HURRICANE ZONES—STRUCTURAL GLAZING SYSTEMS |
| 714 | CHAPTER 25 GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD MATERIALS |
| 715 | TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION |
| 716 | TABLE 2508.5 ALLOWABLE SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) |
| 717 | SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER |
| 718 | TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER |
| 719 | SECTION 2514 HIGH-VELOCITY HURRICANE ZONES—LATHING RESERVED SECTION 2515 HIGH-VELOCITY HURRICANE ZONES—PLASTER RESERVED SECTION 2516 HIGH-VELOCITY HURRICANE ZONES—STUCCO RESERVED SECTION 2517 HIGH-VELOCITY HURRICANE ZONES—GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS RESERVED SECTION 2518 HIGH-VELOCITY HURRICANE ZONES—SUSPENDED AND FURRED CEILINGS RESERVED SECTION 2519 HIGH-VELOCITY HURRICANE ZONES—ASBESTOS RESERVED SECTION 2520 HIGH-VELOCITY HURRICANE ZONES—TILE RESERVED |
| 720 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION |
| 723 | SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER |
| 724 | SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 725 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 726 | SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING |
| 727 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 FIBER-REINFORCED POLYMER |
| 728 | SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION SECTION 2614 HIGH-VELOCITY HURRICANE ZONES—PLASTICS |
| 730 | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 732 | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 734 | CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.1.1 and 2902.2) |
| 735 | TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 736 | TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.1.1 and 2902.2) |
| 738 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL |
| 739 | SECTION 3002 HOISTWAY ENCLOSURES SECTION 3003 EMERGENCY OPERATIONS |
| 740 | SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS |
| 741 | SECTION 3006 MACHINE ROOMS SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 742 | FIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL |
| 743 | SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 744 | SECTION 3009 ELEVATOR ACCESSIBILITY REQUIREMENTS FOR THE PHYSICALLY HANDICAPPED |
| 745 | SECTION 3010 SERIAL NUMBERS SECTION 3011 ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC ELEVATOR CYLINDERS |
| 746 | SECTION 3012 ALTERATIONS TO ELECTRIC AND HYDRAULIC ELEVATORS AND ESCALATORS |
| 748 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 749 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 750 | SECTION 3105 AWNINGS AND CANOPIES |
| 751 | SECTION 3106 MARQUEES |
| 752 | SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE |
| 755 | SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR PHOTOVOLTAIC PANELS/MODULES SECTION 3112 DEPOSIT OF MATERIAL IN TIDEWATER REGULATED |
| 756 | SECTION 3113 LIGHTING, MIRRORS, LAND SECTION 3114 AIRPORT NOISE |
| 758 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 760 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK |
| 761 | SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 762 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES |
| 763 | SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION |
| 764 | CHAPTER 34 EXISTING STRUCTURES SECTION 3401 GENERAL SECTION 3402 DEFINITIONS RESERVED SECTION 3403 ADDITIONS RESERVED SECTION 3404 ALTERATIONS RESERVED SECTION 3405 REPAIRS RESERVED SECTION 3406 FIRE ESCAPES RESERVED SECTION 3407 GLASS REPLACEMENT RESERVED SECTION 3408 CHANGE OF OCCUPANCY RESERVED SECTION 3409 HISTORIC BUILDINGS RESERVED SECTION 3410 MOVED STRUCTURES RESERVED SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS RESERVED SECTION 3412 COMPLIANCE ALTERNATIVES RESERVED |
| 766 | CHAPTER 35 REFERENCED STANDARDS AA AAF AAMA |
| 767 | ACI AF&PA |
| 768 | AHA AISC AISI |
| 769 | AITC ALI AMCA ANSI |
| 770 | APA |
| 771 | APSP ASABE ASCE/SEI |
| 772 | ASHRAE ASME ASTM |
| 779 | AWCI |
| 780 | AWPA AWS BHMA CGSB |
| 781 | CPA CPSC CSA CSSB |
| 782 | DASMA DECO DOC/NIST DOJ |
| 783 | DOL/OSHA DOTn EN FCI |
| 784 | FEMA FINA FLORIDA CODES |
| 786 | FDOE FGI FM |
| 787 | FRSA FS GA GSA HPVA HUD |
| 788 | ICC IEEE IESNA ISO MIA |
| 789 | NAAMM NCMA NFPA |
| 791 | NSF PCI PTI RCSC RMI |
| 792 | SDI SJI SPRI TECO |
| 793 | TIA TMS TPI |
| 794 | UL |
| 795 | ULC USC WDMA |
| 796 | WRI WSTI |
| 798 | CHAPTER 36 FLORIDA FIRE PREVENTION CODE |
| 800 | APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS SECTION A102 REFERENCED STANDARDS |
| 802 | APPENDIX B CHAPTER 9B-52 F.A.C.FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION NEW RESIDENTIAL BUILDING CONSTRUCTION 9B-52.001 PURPOSE AND INTENT 9B-52.002 DEFINITIONS 9B-52.003 DEPARTMENT ACTIVITIES 9B-52.004 FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION, ADOPTED |
| 803 | FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION TABLE OF CONTENTS |
| 804 | CHAPTER B101 GENERAL B101 GENERAL B102 INTENT B103 SCOPE B104 COMPLIANCE CHAPTER B201 DEFINITIONS B201 GENERAL B202 DEFINITIONS |
| 805 | CHAPTER B301 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL B301 GENERAL B302 SUB-SLAB AND SOIL MEMBRANES |
| 806 | B303 FLOOR SLAB-ON-GRADE BUILDINGS |
| 807 | B304 SLAB-BELOW-GRADE CONSTRUCTION |
| 808 | B305 BUILDINGS WITH CRAWL SPACES B306 BUILDINGS WITH COMBINATION FLOOR SYSTEMS B307 SPACE CONDITIONING SYSTEMS |
| 810 | APPENDIX C FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS INTRODUCTION PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS FOREWORD |
| 811 | CHAPTER C1 ADMINISTRATION C101 GENERAL C102 ALTERNATE MATERIALS AND METHODS C103 COMPLIANCE CHAPTER C2 DEFINITIONS C201 GENERAL C202 DEFINITIONS |
| 812 | CHAPTER C3 TESTING C301 GENERAL CHAPTER C4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING C401 GENERAL C402 SEALING CRACKS AND JOINTS IN CONCRETE FLOORS AND WALLS |
| 813 | C403 FLOORS OVER CRAWLSPACE C404 COMBINED CONSTRUCTION TYPES C405 APPROVED SEALANT MATERIALS C406 SPACE CONDITIONING AND VENTILATION SYSTEMS CHAPTER C5 ENGINEERED SYSTEMS C501 GENERAL |
| 814 | C502 DESIGN CRITERIA CHAPTER C6 SOIL DEPRESSURIZATION SYSTEMS C601 GENERAL C602 SOIL DEPRESSURIZATION SYSTEM INSTALLATION CRITERIA |
| 815 | C603 SOIL DEPRESSURIZATION SYSTEM DESIGN CRITERIA C604 CRAWLSPACE VENTILATION |
| 818 | APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS |
| 819 | SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT |
| 820 | SECTION D106 REFERENCED STANDARDS |
| 822 | APPENDIX E FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION CHAPTER E101 GENERAL E101 GENERAL E102 INTENT E103 SCOPE E104 COMPLIANCE |
| 823 | CHAPTER E201 DEFINITIONS E201 GENERAL E202 DEFINITIONS |
| 825 | CHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS E301 GENERAL E302 SOIL GAS-RETARDER MEMBRANE |
| 826 | E303 CONCRETE FLOORS IN CONTACT WITH SOIL GAS |
| 828 | E304 WALLS IN CONTACT WITH SOIL GAS E305 BUILDINGS WITH CRAWL SPACES |
| 829 | E306 SPACE CONDITIONING SYSTEMS AND VENTILATING E307 AIR DISTRIBUTION SYSTEMS |
| 830 | CHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS E401 GENERAL E402 SYSTEM COMPONENTS E403 ASD SYSTEM DESIGN REQUIREMENTS |
| 834 | APPENDIX F RODENTPROOFING SECTION F101 GENERAL |
| 836 | APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY SECTION G103 POWERS AND DUTIES |
| 837 | SECTION G104 PERMITS SECTION G105 VARIANCES |
| 838 | SECTION G201 DEFINITIONS |
| 839 | SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT SECTION G501 MANUFACTURED HOMES |
| 840 | SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U |
| 841 | SECTION G1101 REFERENCED STANDARDS |
| 842 | APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION |
| 843 | SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS |
| 844 | SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS |
| 845 | SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS |
| 846 | APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITIONS SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS |
| 848 | APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS |
| 849 | SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS SECTION J108 SETBACKS |
| 850 | FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS |
| 851 | SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS |
| 852 | APPENDIX K ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS |
| 853 | SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION |
| 854 | SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS |
| 856 | APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL |
| 858 | APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD SECTION M102 REFERENCED STANDARDS |
| 860 | INDEX |
| 896 | SIGNIFICANT CHANGES TO THE 5TH EDITION (2014) FLORIDA BUILDING CODE: BUILDING AND RESIDENTIAL |
| 897 | THE INTERNATIONAL CODE COUNCIL’S TRAINING AND EDUCATION DEPARTMENT |
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FL FloridaBuildingCode Accessibility 5thEdition 2014
Florida Building Code – Accessibility, 5th edition Published By Publication Date Number of Pages FL…
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FL FloridaBuildingCode Energy 5thEdition 2014
Florida Building Code – Energy Conservation, 5th edition Published By Publication Date Number of Pages…
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FL FloridaBuildingCode FuelGas 5thEdition 2014
Florida Building Code – Fuel Gas, 5th edition Published By Publication Date Number of Pages…
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FL FloridaBuildingCode ExistingBuilding 5thEdition 2014
Florida Building Code – Existing Building, 5th edition Published By Publication Date Number of Pages…
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FL FloridaBuildingCode Residential 5thEdition 2014
Florida Building Code – Residential, 5th edition Published By Publication Date Number of Pages FL…
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FL FloridaBuildingCode TestProtocols 5thEdition 2014
Florida Building Code -Test Protocols for High Velocity Hurricane Zone, 5th edition Published By Publication…
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FL FloridaBuildingCode Mechanical 5thEdition 2014
Florida Building Code – Mechanical, 5th edition Published By Publication Date Number of Pages FL…
