FL FloridaBuildingCode 2020
$68.75
Florida Building Code – Building, Seventh Edition
| Published By | Publication Date | Number of Pages |
| FL | 2020 | 871 |
The 7th Edition (2020) update to the Florida Building Code: Building is a fully integrated publication that updates the 6th Edition 2017 Florida Building Code: Building using the latest changes to the 2018 International Building CodeÂź with customized amendments adopted statewide. Chapter tabs are also included. Effective Date: December 31, 2020
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | FLORIDA BUILDING CODE – BULDING, SEVENTH EDITION (2020) |
| 2 | FLORIDA BUILDING CODE – BULDING, SEVENTH EDITION (2020) TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 6 | TABLE OF CONTENTS |
| 16 | CHAPTER 1 SCOPE AND ADMINISTRATION PART 1âSCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY |
| 19 | PART 2âADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL SECTION 105 PERMITS |
| 25 | SECTION 106 FLOOR AND ROOF DESIGN LOADS |
| 26 | SECTION 107 SUBMITTAL DOCUMENTS |
| 30 | SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES SECTION 110 INSPECTIONS |
| 34 | SECTION 111 CERTIFICATE OF OCCUPANCY SECTION 112 SERVICE UTILITIES SECTION 113 BOARD OF APPEALS SECTION 114 VIOLATIONS |
| 35 | SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT SECTION 117 VARIANCES IN FLOOD HAZARD AREAS |
| 36 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 68 | CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A |
| 69 | SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E |
| 70 | SECTION 306 FACTORY GROUP F 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)âcontinued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD |
| 74 | [F] 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 |
| 77 | SECTION 310 RESIDENTIAL GROUP R SECTION 311 STORAGE GROUP S |
| 78 | SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
| 80 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE 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 |
| 92 | TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT |
| 93 | SECTION 407 GROUP I-2 |
| 97 | SECTION 408 GROUP I-3 |
| 99 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
| 100 | SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS |
| 102 | SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.3.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 104 | [F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS |
| 105 | TABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE |
| 106 | SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 108 | [F] 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 LIQUIDS [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA |
| 109 | SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 110 | [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS |
| 112 | [F] TABLE 415.6.2 DETACHED BUILDING REQUIRED |
| 115 | [F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 |
| 119 | SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS |
| 120 | SECTION 419 LIVE/WORK UNITS SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 |
| 121 | SECTION 421 HYDROGEN FUEL GAS ROOMS |
| 122 | SECTION 422 AMBULATORY CARE FACIILITIES SECTION 423 STORM SHELTERS |
| 123 | SECTION 424 CHILDRENâS PLAY STRUCTURES SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE |
| 124 | SECTIONS [F] 427 THROUGH 448 RESERVED SECTION 449 HOSPITALS |
| 131 | SECTION 450 NURSING HOMES |
| 140 | SECTION 451 AMBULATORY SURGICAL CENTERS |
| 144 | SECTION 452 BIRTHING CENTERS |
| 145 | SECTION 453 STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES |
| 152 | TABLE 453.10.3.7(1) LIGHT POLLUTION ZONES TABLE 453.10.3.7(2) MAXIMUM ALLOWABLE BACKLIGHT RATINGS |
| 164 | SECTION 454 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE) |
| 174 | TABLE 454.1.6.1 PUBLIC SWIMMING POOLâREQUIRED FIXTURE COUNT |
| 195 | SECTION 455 PUBLIC LODGING ESTABLISHMENTS |
| 196 | SECTION 456 PUBLIC FOOD SERVICE ESTABLISHMENTS |
| 197 | SECTION 457 MENTAL HEALTH PROGRAMS |
| 206 | SECTION 458 MANUFACTURED BUILDINGS |
| 208 | SECTION 459 BOOT CAMPS FOR CHILDREN SECTION 460 MAUSOLEUMS AND COLUMBARIUMS |
| 210 | SECTION 461 TRANSIENT PUBLIC LODGING ESTABLISHMENTS SECTION 462 USE OF ASBESTOS IN NEW PUBLIC BUILDINGS OR BUILDINGS NEWLY CONSTRUCTED FOR LEASE TO GOVERNMENT ENTITIESâPROHIBITION SECTION 463 ADULT DAY CARE |
| 211 | SECTION 464 ASSISTED LIVING FACILITIES |
| 214 | SECTION 465 CONTROL OF RADIATION HAZARDS |
| 216 | TIME-TEMPERATURE CHART |
| 219 | SECTION 466 DAY CARE OCCUPANCIES TABLE 466.5 DAY CARE LOCATION AND TYPE OF CONSTRUCTION |
| 221 | SECTION 467 HOSPICE INPATIENT FACILITIES AND UNITS AND HOSPICE RESIDENTIAL FACILITIES |
| 224 | SECTION 468 SCHOOLS, COLLEGES AND UNIVERSITIES |
| 226 | SECTION 469 OFFICE SURGERY SUITE |
| 230 | TABLE 469.4.11.1.3 MINIMUM STATION OUTLETS FOR PIPED GAS SYSTEMS IN OFFICE SURGERY SUITES |
| 232 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS |
| 233 | SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS |
| 234 | TABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE |
| 235 | TABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE |
| 236 | TABLE 504.4a, bâcontinued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE SECTION 506 BUILDING AREA |
| 237 | EQUATION 5-1 EQUATION 5-2 EQUATION 5-3 |
| 238 | TABLE 506.2a, b ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET |
| 239 | TABLE 506.2a, bâcontinued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET |
| 240 | TABLE 506.2a, bâcontinued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET EQUATION 5-4 EQUATION 5-5 SECTION 507 UNLIMITED AREA BUILDINGS |
| 242 | SECTION 508 MIXED USE AND OCCUPANCY |
| 243 | TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) |
| 244 | SECTION 509 INCIDENTAL USES TABLE 509 INCIDENTAL USES |
| 245 | SECTION 510 SPECIAL PROVISIONS |
| 248 | CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION |
| 249 | TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION |
| 252 | CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 253 | SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS |
| 255 | SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION |
| 256 | EQUATION 7-1 |
| 257 | FIGURE 705.7 EQUIVALENT OPENING FACTOR EQUATION 7-2 |
| 258 | TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION |
| 259 | SECTION 706 FIRE WALLS |
| 260 | TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 262 | SECTION 707 FIRE BARRIERS TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS |
| 263 | SECTION 708 FIRE PARTITIONS |
| 264 | SECTION 709 SMOKE BARRIERS |
| 265 | SECTION 710 SMOKE PARTITIONS |
| 266 | SECTION 711 FLOOR AND ROOF ASSEMBLIES SECTION 712 VERTICAL OPENINGS |
| 268 | SECTION 713 SHAFT ENCLOSURES |
| 269 | SECTION 714 PENETRATIONS |
| 272 | SECTION 715 FIRE-RESISTANT JOINT SYSTEMS |
| 273 | SECTION 716 OPENING PROTECTIVES TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES |
| 275 | TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 276 | TABLE 716.5âcontinued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS |
| 278 | TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS |
| 279 | SECTION 717 DUCTS AND AIR TRANSFER OPENINGS |
| 280 | TABLE 717.3.2.1 FIRE DAMPER RATING |
| 284 | SECTION 718 CONCEALED SPACES |
| 286 | SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS |
| 287 | SECTION 721 PRESCRIPTIVE FIRE RESISTANCE |
| 288 | TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 289 | TABLE 721.1(1)âcontinued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 290 | TABLE 721.1(1)âcontinued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 291 | TABLE 721.1(1) âcontinued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 292 | TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p |
| 293 | TABLE 721.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p |
| 294 | TABLE 721.1(2) âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p |
| 295 | TABLE 721.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p |
| 296 | TABLE 721.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p |
| 297 | TABLE 721.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p |
| 298 | TABLE 721.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p |
| 299 | TABLE 721.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p |
| 300 | TABLE 721.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 301 | TABLE 721.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 302 | TABLE 721.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 303 | TABLE 721.1(3) âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 304 | TABLE 721.1(3) âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 305 | TABLE 721.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 306 | TABLE 721.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 307 | TABLE 721.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 308 | TABLE 721.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 309 | TABLE 721.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 310 | TABLE 721.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q |
| 311 | SECTION 722 CALCULATED FIRE RESISTANCE TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4 |
| 312 | FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS 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 |
| 313 | FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL |
| 314 | TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) |
| 315 | FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS EQUATION 7-5 FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS |
| 316 | 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) |
| 317 | TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS |
| 318 | TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) |
| 319 | EQUATION 7-6 TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa, b, c, d |
| 320 | EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) EQUATION 7-8 |
| 321 | 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 EQUATION 7-9 TABLE 722.4.1(3) VALUES OF Rn 0.59 |
| 322 | TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a 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 |
| 323 | FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 324 | 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 STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS EQUATION 7-12 |
| 325 | EQUATION 7-13 EQUATION 7-14 EQUATION 7-15 |
| 326 | FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-16 |
| 327 | FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17 |
| 329 | TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE |
| 330 | 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 |
| 331 | TABLE 722.5.1(4)âcontinued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 332 | TABLE 722.5.1(4)âcontinued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 333 | TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 334 | TABLE 722.5.1(5)âcontinued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 335 | TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 336 | 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 IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] |
| 337 | 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 IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] |
| 338 | TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAMEa, b, c |
| 339 | 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 |
| 340 | CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES |
| 342 | TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk |
| 343 | SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 344 | SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS |
| 346 | CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS |
| 347 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 349 | [F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 351 | [F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 354 | SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS |
| 356 | SECTION 905 STANDPIPE SYSTEMS |
| 359 | SECTION 906 PORTABLE FIRE EXTINGUISHERS [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 |
| 360 | SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 370 | [F] TABLE 907.5.2.3.2 VISIBLE ALARMS |
| 371 | SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS |
| 373 | EQUATION 9-1 EQUATION 9-2 |
| 379 | SECTION 910 SMOKE AND HEAT REMOVAL |
| 380 | EQUATION 9-3 EQUATION 9-4 SECTION 911 FIRE COMMAND CENTER |
| 381 | SECTION 912 FIRE DEPARTMENT CONNECTIONS |
| 382 | SECTION 913 FIRE PUMPS |
| 383 | SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE PROTECTION SECTION 916 GAS DETECTION SYSTEMS |
| 384 | SECTION 917 EMERGENCY RESPONDER RADIO COVERAGE |
| 386 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS SECTION 1003 GENERAL MEANS OF EGRESS |
| 388 | SECTION 1004 OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 389 | SECTION 1005 MEANS OF EGRESS SIZING |
| 390 | SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS |
| 391 | TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY |
| 392 | TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY |
| 393 | TABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION |
| 394 | SECTION 1008 MEANS OF EGRESS ILLUMINATION |
| 395 | SECTION 1009 ACCESSIBLE MEANS OF EGRESS SECTION 1010 DOORS, GATES AND TURNSTILES |
| 396 | TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS |
| 397 | TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS |
| 399 | TABLE 1010.1.7 EXTERIOR FLOOR LEVEL DIFFERENCE |
| 404 | SECTION 1011 STAIRWAYS |
| 407 | SECTION 1012 RAMPS |
| 408 | SECTION 1013 EXIT SIGNS |
| 409 | SECTION 1014 HANDRAILS |
| 410 | SECTION 1015 GUARDS |
| 412 | SECTION 1016 EXIT ACCESS |
| 413 | SECTION 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa SECTION 1018 AISLES |
| 414 | SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS SECTION 1020 CORRIDORS |
| 415 | TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.2 MINIMUM CORRIDOR WIDTH |
| 416 | SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS |
| 417 | SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS |
| 418 | SECTION 1024 EXIT PASSAGEWAYS |
| 419 | SECTION 1025 LUMINOUS EGRESS PATH MARKINGS |
| 421 | SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS |
| 422 | SECTION 1028 EXIT DISCHARGE |
| 423 | SECTION 1029 ASSEMBLY |
| 424 | TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 428 | TABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS |
| 430 | SECTION 1030 EMERGENCY ESCAPE AND RESCUE |
| 432 | CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 DEFINITIONS SECTION 1103 SCOPING REQUIREMENTS SECTION 1104 ACCESSIBLE ROUTE SECTION 1105 ACCESSIBLE ENTRANCES SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES SECTION 1107 DWELLING UNITS AND SLEEPING UNITS SECTION 1108 SPECIAL OCCUPANCIES SECTION 1109 OTHER FEATURES AND FACILITIES SECTION 1110 RECREATIONAL FACILITIES SECTION 1111 SIGNAGE |
| 434 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION |
| 435 | TABLE 1203.3 INSULATION FOR CONDENSATION CONTROL |
| 436 | SECTION 1204 TEMPERATURE CONTROL SECTION 1205 LIGHTING |
| 437 | SECTION 1206 YARDS OR COURTS SECTION 1207 SOUND TRANSMISSION SECTION 1208 INTERIOR SPACE DIMENSIONS |
| 438 | SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS |
| 440 | CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL |
| 442 | CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS |
| 443 | SECTION 1404 MATERIALS |
| 444 | SECTION 1405 INSTALLATION OF WALL COVERINGS |
| 445 | TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1405.3.2 CLASS III VAPOR RETARDERS |
| 450 | SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS |
| 451 | TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1407 METAL COMPOSITE MATERIALS (MCM) |
| 452 | SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) |
| 453 | SECTION 1410 PLASTIC COMPOSITE DECKING |
| 454 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS |
| 455 | SECTION 1503 WEATHER PROTECTION TABLE 1503.2 METAL FLASHING MATERIAL |
| 456 | SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.3.3 CLASSIFICATION OF METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 |
| 457 | SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION |
| 458 | SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 459 | TABLE 1507.1.1.1 UNDERLAYMENT WITH SELF-ADHERING STRIPS OVER ROOF DECKING JOINTS |
| 461 | TABLE 1507.2.7.1 CLASSIFICATION OF ASPHALT SHINGLES |
| 463 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 464 | TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 465 | TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 466 | TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS SECTION 1508 ROOF INSULATION |
| 467 | [BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1510 ROOFTOP STRUCTURES |
| 469 | TABLE 1510.10 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS |
| 470 | SECTION 1511 EXISTING ROOFING SECTION 1512 HIGH-VELOCITY HURRICANE ZONESâGENERAL |
| 472 | SECTION 1513 HIGH-VELOCITY HURRICANE ZONESâDEFINITIONS |
| 473 | SECTION 1514 HIGH-VELOCITY HURRICANE ZONESâWEATHER PROTECTION |
| 474 | SECTION 1515 HIGH-VELOCITY HURRICANE ZONESâPERFORMANCE REQUIREMENTS |
| 475 | TABLE 1515.2 MINIMUM SLOPE SECTION 1516 HIGH-VELOCITY HURRICANE ZONESâFIRE CLASSIFICATION SECTION 1517 HIGH-VELOCITY HURRICANE ZONESâMATERIALS |
| 476 | SECTION 1518 HIGH-VELOCITY HURRICANE ZONESâROOF COVERINGS WITH SLOPES 2:12 OR GREATER |
| 479 | SECTION 1519 HIGH-VELOCITY HURRICANE ZONESâROOF COVERINGS WITH SLOPES LESS THAN 2:12 TABLE 1519.3A SLOPE AND APPLICATION TEMPERATURE CRITERIA TABLE 1519.3B SLOPE AND APPLICATION TEMPERATURE CRITERIA |
| 481 | SECTION 1520 HIGH-VELOCITY HURRICANE ZONESâROOF INSULATION |
| 482 | SECTION 1521 HIGH-VELOCITY HURRICANE ZONESâREROOFING |
| 483 | SECTION 1522 HIGH-VELOCITY HURRICANE ZONESâROOFTOP STRUCTURES AND COMPONENTS TABLE 1522.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS |
| 484 | SECTION 1523 HIGH-VELOCITY HURRICANE ZONESâTESTING |
| 487 | SECTION 1524 HIGH-VELOCITY HURRICANE ZONESâREQUIRED OWNERâS NOTIFICATION FOR ROOFING CONSIDERATIONS |
| 488 | SECTION 1525 HIGH-VELOCITY HURRICANE ZONESâUNIFORM PERMIT APPLICATION FLORIDA BUILDING CODE 7TH EDITION (2020) HIGH-VELOCITY HURRICANE ZONE UNIFORM PERMIT APPLICATION FORM INSTRUCTION PAGE ATTACHMENTS REQUIRED |
| 489 | Section A (General Information) Section B (Roof Plan) |
| 490 | Section C (Low Slope Application) |
| 491 | Section D (Steep Sloped Roof System) |
| 492 | Section E (Tile Calculations) |
| 494 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS |
| 496 | SECTION 1604 GENERAL DESIGN REQUIREMENTS TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i |
| 498 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 499 | SECTION 1605 LOAD COMBINATIONS 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 |
| 500 | EQUATION 16-14 EQUATION 16-15 EQUATION 16-16 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 |
| 501 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1âcontinued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 502 | TABLE 1607.1âcontinued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1âcontinued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 504 | EQUATOIN 16-23 TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, KLL |
| 505 | EQUATION 16-24 EQUATION 16-25 EQUATION 16-26 |
| 506 | EQUATOIN 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATOIN 16-32 |
| 507 | SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS |
| 508 | SECTION 1609 WIND LOADS |
| 509 | FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 510 | FIGURE 1608.2âcontinued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) |
| 512 | EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c |
| 513 | FIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 514 | FIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES |
| 515 | FIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES |
| 516 | FIGURE 1609.3(4) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 517 | EQUATION 16-34 |
| 518 | TABLE 1609.6(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 1609.6(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (λ) SECTION 1610 SOIL LATERAL LOADS |
| 519 | TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS EQUATION 16-36 SECTION 1612 FLOOD LOADS |
| 521 | [P] FIGURE 1611.1100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 522 | [P] FIGURE 1611.1âcontinued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 523 | [P] FIGURE 1611.1âcontinued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 524 | [P] FIGURE 1611.1âcontinued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 525 | [P] FIGURE 1611.1âcontinued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 526 | TABLE 1612.1 CROSS REFERENCES DEFINING FLOOD-RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE |
| 527 | TABLE 1612.1âcontinued CROSS REFERENCES DEFINING FLOOD-RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE |
| 528 | SECTION 1613 EARTHQUAKE LOADS |
| 529 | EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 EQUATION 16-40 TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a |
| 530 | 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 |
| 531 | 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 |
| 532 | FIGURE 1613.3.1(1)âcontinued 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 |
| 533 | 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 |
| 534 | FIGURE 1613.3.1(2)âcontinued 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 |
| 535 | FIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 536 | 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 |
| 537 | 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 |
| 538 | 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 |
| 539 | FIGURE 1613.3.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 540 | FIGURE 1613.3.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 541 | SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY EQUATION 16-41 |
| 542 | EQUATION 16-42 FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES SECTION 1616 HIGH-VELOCITY HURRICANE ZONESâGENERAL, DEFLECTION, VOLUME CHANGES AND MINIMUM LOADS |
| 543 | SECTION 1617 HIGH-VELOCITY HURRICANE ZONESâROOF DRAINAGE SECTION 1618 HIGH-VELOCITY HURRICANE ZONESâSPECIAL LOAD CONSIDERATIONS |
| 544 | SECTION 1619 HIGH VELOCITY HURRICANE ZONESâLIVE LOAD REDUCTIONS SECTION 1620 HIGH-VELOCITY HURRICANE ZONESâWIND LOADS SECTION 1621 HIGH-VELOCITY HURRICANE ZONESâOVERTURNING MOMENT AND UPLIFT SECTION 1622 HIGH-VELOCITY HURRICANE ZONESâSCREEN ENCLOSURES |
| 545 | SECTION 1623 HIGH-VELOCITY HURRICANE ZONESâLIVE LOADS POSTED AND OCCUPANCY PERMITS SECTION 1624 HIGH-VELOCITY HURRICANE ZONESâFOUNDATION DESIGN SECTION 1625 HIGH-VELOCITY HURRICANE ZONESâLOAD TESTS TABLE 1625.4 FATIGUE LOADING SEQUENCE SECTION 1626 HIGH-VELOCITY HURRICANE ZONESâIMPACT TESTS FOR WIND-BORNE DEBRIS |
| 547 | TABLE 1626 CYCLIC WIND PRESSURE LOADING |
| 550 | CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS |
| 551 | SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS |
| 552 | SECTION 1709 PRECONSTRUCTION LOAD TESTS |
| 555 | SECTION 1710 ANCHORAGE |
| 558 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 560 | SECTION 1804 EXCAVATION, GRADING AND FILL |
| 561 | SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 562 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS |
| 563 | TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES |
| 564 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS |
| 565 | TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS |
| 566 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d â„ 5 INCHES |
| 567 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d â„ 6.75 INCHES |
| 568 | EQUATION 18-1 TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d â„ 8.75 INCHES |
| 569 | EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS |
| 570 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 571 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH fâČ C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER |
| 572 | SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION |
| 573 | SECTION 1810 DEEP FOUNDATIONS |
| 576 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 578 | EQUATION 18-4 |
| 580 | EQUATION 18-5 EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 |
| 581 | EQUATION 18-9 EQUATION 18-10 EQUATION 18-11 |
| 586 | SECTIONS 1811 THROUGH 1815 RESERVED SECTION 1816 TERMITE PROTECTION |
| 587 | SECTION 1817 HIGH-VELOCITY HURRICANE ZONESâEXCAVATIONS SECTION 1818 HIGH-VELOCITY HURRICANE ZONESâBEARING CAPACITY OF SOIL SECTION 1819 HIGH-VELOCITY HURRICANE ZONESâSOIL BEARING FOUNDATIONS SECTION 1820 HIGH-VELOCITY HURRICANE ZONESâCONCRETE SLABS ON FILL SECTION 1821 HIGH-VELOCITY HURRICANE ZONESâMONOLITHIC FOOTINGS SECTION 1822 HIGH-VELOCITY HURRICANE ZONESâPILE FOUNDATIONS SECTION 1823 HIGH-VELOCITY HURRICANE ZONESâWOOD PILES SECTION 1824 HIGH-VELOCITY HURRICANE ZONESâPRECAST CONCRETE PILES SECTION 1825 HIGH-VELOCITY HURRICANE ZONESâPRESTRESSED PRECAST CONCRETE PILES SECTION 1826 HIGH-VELOCITY HURRICANE ZONESâCAST-IN-PLACE SECTION 1827 HIGH-VELOCITY HURRICANE ZONESâROLLED STRUCTURAL SHAPES SECTION 1828 HIGH-VELOCITY HURRICANE ZONESâSPECIAL PILES OR SPECIAL CONDITIONS SECTION 1829 HIGH-VELOCITY HURRICANE ZONESâLOAD TESTS ON PILES SECTION 1830 HIGH-VELOCITY HURRICANE ZONESâFOUNDATION WALLS AND GRADE BEAMS SECTION 1831 HIGH-VELOCITY HURRICANE ZONESâGRADES UNDER BUILDINGS SECTION 1832 HIGH-VELOCITY HURRICANE ZONESâRETAINING WALLS SECTION 1833 HIGH-VELOCITY HURRICANE ZONESâSEAWALLS AND BULKHEADS SECTION 1834 HIGH-VELOCITY HURRICANE ZONESâSOIL IMPROVEMENT |
| 588 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS |
| 589 | SECTION 1905 MODIFICATIONS TO ACI 318 |
| 591 | SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS |
| 592 | SECTION 1908 SHOTCRETE |
| 593 | SECTION 1909 SPECIAL WIND PROVISIONS FOR CONCRETE SECTIONS 1910 THROUGH 1916 RESERVED SECTION 1917 LIGHTWEIGHT INSULATING CONCRETE ROOFS |
| 594 | SECTION 1918 RESERVED SECTION 1919 HIGH-VELOCITY HURRICANE ZONESâGENERAL |
| 595 | SECTION 1920 HIGH-VELOCITY HURRICANE ZONESâSTANDARDS SECTION 1921 HIGH-VELOCITY HURRICANE ZONESâDEFINITIONS SECTION 1922 HIGH-VELOCITY HURRICANE ZONESâMATERIALS SECTION 1923 HIGH-VELOCITY HURRICANE ZONESâCONCRETE QUALITY SECTION 1924 HIGH-VELOCITY HURRICANE ZONESâMIXING AND PLACING CONCRETE SECTION 1925 HIGH-VELOCITY HURRICANE ZONESâFORM WORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS SECTION 1926 HIGH-VELOCITY HURRICANE ZONESâDETAILS OF REINFORCEMENT SECTION 1927 HIGH-VELOCITY HURRICANE ZONESâPRECAST CONCRETE UNITS SECTION 1928 HIGH-VELOCITY HURRICANE ZONESâPRESTRESSED CONCRETE SECTION 1929 HIGH-VELOCITY HURRICANE ZONESâPNEUMATICALLY PLACED CONCRETE (SHOTCRETE) |
| 596 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS TABLE 2002.4A HEIGHT ADJUSTMENT FACTORS |
| 597 | TABLE 2002.4 DESIGN WIND PRESSURES SCREENED ENCLOSURESa, b, f, g, h (STRENGTH DESIGN OR LRFD ONLY) |
| 598 | SECTION 2003 HIGH-VELOCITY HURRICANE ZONESâALUMINUM |
| 600 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS |
| 601 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS |
| 602 | SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 |
| 603 | SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 DRY-STACK MASONRY TABLE 2109.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES |
| 605 | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION |
| 606 | SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS |
| 609 | 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 |
| 610 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 611 | FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 TERMITE INSPECTION SECTION 2115 SPECIAL WIND PROVISIONS FOR MASONRY SECTIONS 2116 AND 2117 RESERVED SECTION 2118 HIGH-VELOCITY HURRICANE ZONESâDESIGN SECTION 2119 HIGH-VELOCITY HURRICANE ZONESâQUALITY, TESTS AND APPROVALS |
| 612 | SECTION 2120 HIGH-VELOCITY HURRICANE ZONESâALLOWABLE UNIT STRESSES IN UNIT MASONRY SECTION 2121 HIGH-VELOCITY HURRICANE ZONESâCONSTRUCTION DETAILS |
| 615 | SECTION 2122 HIGH-VELOCITY HURRICANE ZONESâREINFORCED UNIT MASONRY |
| 618 | 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 |
| 619 | SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS |
| 620 | SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION |
| 621 | SECTION 2212 GABLE END WALLS SECTION 2213 RESERVED SECTION 2214 HIGH-VELOCITY HURRICANE ZONESâGENERALâSTEEL CONSTRUCTION |
| 622 | SECTION 2215 HIGH-VELOCITY HURRICANE ZONESâMATERIAL SECTION 2216 HIGH-VELOCITY HURRICANE ZONESâDESIGN LOADS SECTION 2217 HIGH-VELOCITY HURRICANE ZONESâMINIMUM THICKNESS OF MATERIAL SECTION 2218 HIGH-VELOCITY HURRICANE ZONESâCONNECTIONS SECTION 2219 HIGH-VELOCITY HURRICANE ZONESâTUBULAR COLUMNS SECTION 2220 HIGH-VELOCITY HURRICANE ZONESâPROTECTION OF METAL |
| 623 | SECTION 2221 HIGH-VELOCITY HURRICANE ZONESâGENERALâOPEN WEB STEEL JOISTS SECTION 2222 HIGH-VELOCITY HURRICANE ZONESâCOLD-FORMED STEEL CONSTRUCTION |
| 624 | SECTION 2223 HIGH-VELOCITY HURRICANE ZONESâPREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PREENGINEERED STRUCTURES) |
| 625 | SECTION 2224 HIGH-VELOCITY HURRICANE ZONESâCHAIN LINK FENCES TABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS |
| 626 | CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 630 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 631 | TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd, PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES |
| 632 | TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.8(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 |
| 633 | TABLE 2304.8(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) TABLE 2304.8(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) |
| 634 | TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS |
| 636 | TABLE 2304.10.1 FASTENING SCHEDULE |
| 637 | TABLE 2304.10.1âcontinued FASTENING SCHEDULE |
| 638 | TABLE 2304.10.1âcontinued FASTENING SCHEDULE |
| 639 | TABLE 2304.10.1âcontinued FASTENING SCHEDULE |
| 640 | TABLE 2304.10.1âcontinued FASTENING SCHEDULE |
| 641 | TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS |
| 644 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1 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 |
| 645 | TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS SECTION 2306 ALLOWABLE STRESS DESIGN |
| 646 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 647 | 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 |
| 648 | TABLE 2306.2(1)âcontinued 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 |
| 649 | 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 LOADING |
| 650 | TABLE 2306.2(2)âcontinued 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 |
| 651 | 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 SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 652 | 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 2309 WOOD FRAME CONSTRUCTION MANUAL SECTION 2310 THROUGH 2313 RESERVED |
| 653 | SECTION 2314 HIGH-VELOCITY HURRICANE ZONES |
| 654 | SECTION 2315 HIGH-VELOCITY HURRICANE ZONESâQUALITY |
| 655 | SECTION 2316 HIGH-VELOCITY HURRICANE ZONESâSIZES SECTION 2317 HIGH-VELOCITY HURRICANE ZONESâUNIT STRESSES SECTION 2318 HIGH-VELOCITY HURRICANE ZONESâ VERTICAL FRAMING |
| 656 | SECTION 2319 HIGH-VELOCITY HURRICANE ZONESâHORIZONTAL FRAMING |
| 661 | SECTION 2320 HIGH-VELOCITY HURRICANE ZONESâFIRESTOPS SECTION 2321 HIGH-VELOCITY HURRICANE ZONESâANCHORAGE |
| 662 | SECTION 2322 HIGH-VELOCITY HURRICANE ZONESâSHEATHING TABLE 2322.1.6 PLYWOOD SUBFLOOR1 |
| 663 | TABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1 |
| 664 | SECTION 2323 HIGH-VELOCITY HURRICANE ZONESâFURRING SECTION 2324 HIGH-VELOCITY HURRICANE ZONESâCONNECTORS TABLE 2324.1 NAIL CONNECTION FOR WOOD MEMBERS SECTION 2325 HIGH-VELOCITY HURRICANE ZONESâWOOD SUPPORTING MASONRY SECTION 2326 HIGH-VELOCITY HURRICANE ZONESâPROTECTION OF WOOD |
| 665 | SECTION 2327 HIGH-VELOCITY HURRICANE ZONESâFIRE-RETARDANT WOOD SECTION 2328 HIGH-VELOCITY HURRICANE ZONESâWOOD FENCES SECTION 2329 HIGH-VELOCITY HURRICANE ZONESâFIRE-RETARDANT-TREATED SHAKES AND SHINGLES SECTION 2330 HIGH-VELOCITY HURRICANE ZONESâWOOD BLOCKING |
| 666 | 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 EQUATION 24-3 EQUATION 24-4 |
| 667 | EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12 |
| 668 | SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 669 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING |
| 670 | TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 671 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS |
| 672 | SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS |
| 673 | SECTION 2410 HIGH-VELOCITY HURRICANE ZONESâGENERAL SECTION 2411 HIGH-VELOCITY HURRICANE ZONESâWINDOWS, DOORS, GLASS AND GLAZING |
| 675 | SECTION 2412 HIGH-VELOCITY HURRICANE ZONESâGLASS VENEER |
| 676 | SECTION 2413 HIGH-VELOCITY HURRICANE ZONESâSTORM SHUTTERS/EXTERNAL PROTECTIVE DEVICES SECTION 2414 HIGH-VELOCITY HURRICANE ZONESâCURTAIN WALLS |
| 677 | SECTION 2415 HIGH-VELOCITY HURRICANE ZONESâSTRUCTURAL GLAZING SYSTEMS |
| 680 | CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS 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 AND GYPSUM PANEL PRODUCT MATERIALS SECTION 2507 LATHING AND PLASTERING |
| 681 | TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION |
| 682 | TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION TABLE 2508.6 ALLOWABLE (ASD) SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES |
| 683 | SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) |
| 684 | SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER |
| 685 | TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE SECTION 2515 HIGH-VELOCITY HURRICANE ZONESâLATHING SECTION 2516 HIGH-VELOCITY HURRICANE ZONESâPLASTER SECTION 2517 HIGH-VELOCITY HURRICANE ZONESâSTUCCO |
| 686 | SECTION 2518 HIGH-VELOCITY HURRICANE ZONESâGYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS SECTION 2519 HIGH-VELOCITY HURRICANE ZONESâSUSPENDED AND FURRED CEILINGS SECTION 2520 HIGH-VELOCITY HURRICANE ZONESâASBESTOS SECTION 2521 HIGH-VELOCITY HURRICANE ZONESâTILE |
| 688 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION |
| 692 | TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 693 | TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa |
| 694 | TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER |
| 695 | SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 696 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa |
| 697 | SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 698 | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES |
| 699 | SECTION 2613 FIBER-REINFORCED POLYMER |
| 700 | SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION SECTION 2615 HIGH-VELOCITY HURRICANE ZONESâPLASTICS |
| 702 | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 704 | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 706 | CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 707 | [P] TABLE 2902.1â(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 708 | [P] TABLE 2902.1âcontinued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 710 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.2 STANDARDS FOR ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS |
| 711 | SECTION 3002 HOISTWAY ENCLOSURES |
| 712 | SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS |
| 713 | SECTION 3005 MACHINE ROOMS SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION |
| 714 | SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 715 | FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL |
| 716 | SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 718 | SECTION 3009 ELEVATOR ACCESSIBILITY REQUIREMENTS FOR THE PHYSICALLY HANDICAPPED SECTION 3010 SERIAL NUMBERS |
| 719 | SECTION 3011 ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC ELEVATOR CYLINDERS SECTION 3012 ALTERATIONS TO ELECTRIC AND HYDRAULIC ELEVATORS AND ESCALATORS SECTION 3013 CLEARANCE REQUIREMENTS BETWEEN ELEVATOR DOORS FOR ELEVATORS INSIDE A PRIVATE RESIDENCE |
| 722 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 723 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 725 | SECTION 3105 AWNINGS AND CANOPIES |
| 726 | SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS |
| 727 | SECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE |
| 729 | SECTION 3110 AUTOMATIC VEHICULAR GATES |
| 730 | SECTION 3111 SOLAR ENERGY SYSTEMS SECTION 3112 DEPOSIT OF MATERIAL IN TIDEWATER REGULATED |
| 731 | SECTION 3113 LIGHTING, MIRRORS, LANDSCAPING SECTION 3114 AIRPORT NOISE |
| 732 | SECTION 3115 EXTERIOR ELEVATED FLOORING SYSTEMS |
| 734 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 736 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK |
| 737 | SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 738 | 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 |
| 739 | SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION |
| 740 | CHAPTER 34 RESERVED |
| 742 | CHAPTER 35 REFERENCED STANDARDS AA AAF AAMA |
| 743 | ACI AF & PA AHA AISC |
| 744 | AISI AITC |
| 745 | ALI AMCA ANSI |
| 746 | APA APSP |
| 747 | ASABE ASCE/SEI ASHRAE |
| 748 | ASME ASSE |
| 749 | ASTM |
| 757 | AWC AWPA |
| 758 | AWS BHMA CEN CGSB |
| 759 | CISCA CPA CPSC CSA |
| 760 | CSSB DASMA DECO DOC/NIST |
| 761 | DOL/OSHA DOTn FDOE FEMA |
| 762 | FGI FINA Florida Codes |
| 764 | FM FRSA |
| 765 | FS GA GSA HPVA ICC |
| 766 | IEEE IESNA ISO MHI MIA |
| 767 | NAAMM NCMA NFPA |
| 769 | NSF PCI PTI |
| 770 | RCSC RMI SBCA SDI |
| 771 | SJI SPRI STI TECO |
| 772 | TIA TMS TPI |
| 773 | UL |
| 774 | ULC USC |
| 775 | WCLIB WDMA WRI |
| 776 | CHAPTER 36 FLORIDA FIRE PREVENTION CODE SECTION 3601 |
| 778 | APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS |
| 780 | APPENDIX B CHAPTER 9B-52 F.A.C.FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION |
| 781 | FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION CHAPTER B101 GENERAL |
| 782 | B101 GENERAL B102 INTENT B103 SCOPE B104 COMPLIANCE CHAPTER B201 DEFINITIONS B201 GENERAL B202 DEFINITIONS |
| 783 | CHAPTER B301 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL B301 GENERAL B302 SUB-SLAB AND SOIL MEMBRANES |
| 784 | B303 FLOOR SLAB-ON-GRADE BUILDINGS |
| 786 | B304 SLAB-BELOW-GRADE CONSTRUCTION B305 BUILDINGS WITH CRAWL SPACES B306 BUILDINGS WITH COMBINATION FLOOR SYSTEMS B307 SPACE CONDITIONING SYSTEMS |
| 788 | APPENDIX C FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS INTRODUCTION PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS FOREWORD |
| 789 | CHAPTER C1 ADMINISTRATION CHAPTER C2 DEFINITIONS |
| 790 | CHAPTER C3 TESTING CHAPTER C4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING |
| 791 | CHAPTER C5 ENGINEERED SYSTEMS |
| 792 | CHAPTER C6 SOIL DEPRESSURIZATION SYSTEMS |
| 796 | APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS |
| 797 | SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT |
| 798 | SECTION D106 REFERENCED STANDARDS |
| 800 | APPENDIX E FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION CHAPTER E101 GENERAL |
| 801 | CHAPTER E201 DEFINITIONS |
| 803 | CHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS |
| 808 | CHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS |
| 812 | APPENDIX F RODENTPROOFING SECTION F101 GENERAL |
| 814 | APPENDIX G FLOOD-RESISTANT CONSTRUCTION |
| 816 | APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION |
| 817 | SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS |
| 818 | SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS |
| 819 | 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 |
| 820 | APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS |
| 822 | APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS |
| 823 | SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS SECTION J108 SETBACKS |
| 824 | FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS |
| 825 | SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS |
| 826 | APPENDIX K ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS |
| 827 | SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION |
| 828 | SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS |
| 830 | APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION SECTION L101 GENERAL |
| 832 | APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD SECTION M102 REFERENCED STANDARDS |
| 834 | INDEX |
| 870 | HELPFUL TOOLS FOR YOUR BUILDING CODE |
| 871 | ICC EVALUATION SERVICE |
Related products
-
FL FloridaBuildingCode 2023 1stptg
Florida Building Code – Building, Eighth Edition Published By Publication Date Number of Pages FLâŠ
