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FL FloridaBuildingCode 2023 1stptg

FL FloridaBuildingCode 2023 1stptg

$80.83

Florida Building Code – Building, Eighth Edition

Published By Publication Date Number of Pages
FL 2023 869
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The Eighth Edition (2023) update to the Florida Building Code: Building is a fully integrated publication that updates the 7th Edition 2020 Florida Building Code: Building using the latest changes to the 2021 International Building Code

PDF Catalog

PDF Pages PDF Title
1 2023 FLORIDA BUILDING CODE
2 2023 FLORIDA BUILDING CODE©
3 COPYRIGHT
4 PREFACE
6 TABLE OF CONTENTS
16 CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 SCOPE AND GENERAL REQUIREMENTS
SECTION 102 APPLICABILITY
19 PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
SECTION 105 PERMITS
27 SECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS
31 SECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES
SECTION 110 INSPECTIONS
36 SECTION 111 CERTIFICATE OF OCCUPANCY
37 SECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALSRESERVED
SECTION 114 VIOLATIONSRESERVED
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
70 CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 SCOPE
SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION
SECTION 303 ASSEMBLY GROUP A
71 SECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
72 SECTION 306 FACTORY GROUP F
SECTION 307 HIGH-HAZARD GROUP H
74 TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa
75 TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
76 [F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
77 SECTION 308 INSTITUTIONAL GROUP I
78 SECTION 309 MERCANTILE GROUP M
79 SECTION 310 RESIDENTIAL GROUP R
SECTION 311 STORAGE GROUP S
80 SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
82 CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASEDON OCCUPANCY AND USE
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
85 (EQUATION 4-1)
86 SECTION 403 HIGH-RISE BUILDINGS
87 TABLE 403.2.4 MINIMUM BOND STRENGTH
89 SECTION 404 ATRIUMS
90 SECTION 405 UNDERGROUND BUILDINGS
91 SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
94 TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
96 SECTION 407 GROUP I-2
99 SECTION 408 GROUP I-3
101 SECTION 409 MOTION PICTURE PROJECTION ROOMS
102 SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
104 SECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
105 TABLE 412.3.1.1HEIGHT LIMITATIONS FORAIRPORT TRAFFIC CONTROL TOWERS
106 [F] TABLE 412.4.6HANGAR FIRE SUPPRESSION REQUIREMENTSa
107 TABLE 412.7AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
108 SECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS
109 [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
110 [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
111 [F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
112 TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa
114 [F] TABLE 415.6.5 DETACHED BUILDING REQUIRED
117 [F] TABLE 415.11.1.1.1QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
121 SECTION 416 APPLICATION OF FLAMMABLE FINISHES
122 SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 ARTIFICIAL DECORATIVE VEGETATION
SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
123 SECTION 421 HYDROGEN FUEL GAS ROOMS
124 SECTION 422 AMBULATORY CARE FACIILITIES
SECTION 423 STORM SHELTERS
125 SECTION 424 PLAY STRUCTURES
SECTION 425 HYPERBARIC FACILITIES
SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
126 SECTIONS [F] 427 through 448 RESERVED
SECTION 449 HOSPITALS
133 SECTION 450 NURSING HOMES
142 SECTION 451 AMBULATORY SURGICAL CENTERS
146 SECTION 452 BIRTHING CENTERS
147 SECTION 453 STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES
154 TABLE 453.10.3.7(2) MAXIMUM ALLOWABLE BACKLIGHT RATINGS
155 TABLE 453.10.3.7(1) LIGHT POLLUTION ZONES
165 SECTION 454 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE)
175 TABLE 454.1.6.1 PUBLIC SWIMMING POOL—REQUIRED FIXTURE COUNT PER SQUARE FOOT OF POOL SURFACE
199 SECTION 455 PUBLIC LODGING ESTABLISHMENTS
200 SECTION 456 PUBLIC FOOD SERVICE ESTABLISHMENTS
201 SECTION 457 MENTAL HEALTH PROGRAMS
210 SECTION 458 MANUFACTURED BUILDINGS
211 SECTION 459 BOOT CAMPS FOR CHILDREN
212 SECTION 460 MAUSOLEUMS AND COLUMBARIUMS
213 SECTION 461 TRANSIENT PUBLIC LODGING ESTABLISHMENTS
214 SECTION 462 USE OF ASBESTOS IN NEW PUBLIC BUILDINGS OR BUILDINGS NEWLY CONSTRUCTED FORLEASE TO GOVERNMENT ENTITIES—PROHIBITION
SECTION 463 ADULT DAY CARE
215 SECTION 464 ASSISTED LIVING FACILITIES
218 SECTION 465 CONTROL OF RADIATION HAZARDS
220 TIME-TEMPERATURE CHART
222 SECTION 466 DAY CARE OCCUPANCIES
223 TABLE 466.5 DAY CARE LOCATION AND TYPE OF CONSTRUCTION
224 SECTION 467 HOSPICE INPATIENT FACILITIES ANDUNITS AND HOSPICE RESIDENTIAL FACILITIES
228 SECTION 468 SCHOOLS, COLLEGES AND UNIVERSITIES
230 SECTION 469 OFFICE SURGERY SUITE
233 TABLE 469.4.11.1.3 MINIMUM STATION OUTLETS FOR PIPED GAS SYSTEMS IN OFFICE SURGERY SUITES
236 CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT ANDAREA LIMITATIONS
237 SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
238 TABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE
SECTION 506 BUILDING AREA
239 TABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
240 TABLE 504.4a, b—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
(EQUATION 5-1)
241 TABLE 506.2a, b ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
242 TABLE 506.2a, b—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
243 TABLE 506.2a, b—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
(EQUATION 5-2)
(EQUATION 5-3)
244 TABLE 506.3.3 FRONTAGE INCREASE FACTORa
TABLE 506.3.3.1 SECTION 507 BUILDINGSa
SECTION 507 UNLIMITED AREA BUILDINGS
246 SECTION 508 MIXED USE AND OCCUPANCY
247 TABLE 508.4REQUIRED SEPARATION OF OCCUPANCIES (HOURS
248 SECTION 509 INCIDENTAL USES
249 TABLE 509.1 INCIDENTAL USES
SECTION 510 SPECIAL PROVISIONS
252 CHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
SECTION 602 CONSTRUCTION CLASSIFICATION
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
253 SECTION 603 COMBUSTIBLE MATERIAL INTYPES I AND II CONSTRUCTION
256 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701GENERAL
SECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
257 SECTION 704 FIRE-RESISTANCE RATING OFSTRUCTURAL MEMBERS
259 SECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
260 (EQUATION 7-1)
TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
261 FIGURE 705.7 EQUIVALENT OPENING FACTOR
(EQUATION 7-2)
262 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
263 SECTION 706 FIRE WALLS
264 TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
266 SECTION 707 FIRE BARRIERS
267 TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
268 SECTION 708 FIRE PARTITIONS
269 SECTION 709 SMOKE BARRIERS
SECTION 710 SMOKE PARTITIONS
270 SECTION 711 FLOOR AND ROOF ASSEMBLIES
271 SECTION 712 VERTICAL OPENINGS
272 SECTION 713 SHAFT ENCLOSURES
274 SECTION 714 PENETRATIONS
277 SECTION 715 JOINTS AND VOIDS
SECTION 716 OPENING PROTECTIVES
278 TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES
279 TABLE 716.5OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
280 TABLE 716.5—continuedOPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
283 TABLE 716.6FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
284 SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
TABLE 717.3.2.1 FIRE DAMPER RATING
289 SECTION 718 CONCEALED SPACES
291 SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
292 SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
SECTION 722 CALCULATED FIRE RESISTANCE
293 TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
294 TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
295 TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
296 TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
297 TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
298 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
299 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
300 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
301 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
302 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
303 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
304 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
305 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
306 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
307 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
308 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
309 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
310 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
311 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
312 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
313 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
314 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
315 TABLE 721.1(2)—continued
RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
316 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)
317 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
318 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
319 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
EQUATION 7-5
TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches
320 FIGURE 722.2.2.1.2 DETERMINATION OF SLABTHICKNESS FOR SLOPING SOFFITS
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
321 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
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS
322 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
323 TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches
324 TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa
325 (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 CONCRETEMASONRY COLUMNS (inches)
(EQUATION 7-8)
326 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
TABLE 722.4.1(3) VALUES OF Rn
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
(EQUATION 7-9)
327 (EQUATION 7-10)
(EQUATION 7-11)
FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
328 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
329 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
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa
330 FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
(EQUATION 7-12)
(EQUATION 7-13)
331 (EQUATION 7-14)
(EQUATION 7-15)
(EQUATION 7-16)
332 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OFSTRUCTURAL STEEL BEAMS AND GIRDERS
(EQUATION 7-17)
334 TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE
335 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
336 TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
337 TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
338 TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
339 TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
340 TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
341 TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED INNORMAL-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)]
342 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)]
343 TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa
TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAMEa
344 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
346 CHAPTER 8 INTERIOR FINISHES AND DECORATIVE MATERIALS
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES
348 TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
349 SECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS INTYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM
350 SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS
SECTION 809 ARTIFICIAL DECORATIVE VEGETATION ONBUILDINGS AND IN OUTDOOR OCCUPANCIES
352 CHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS
353 SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
355 TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
357 TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
360 SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
362 SECTION 905 STANDPIPE SYSTEMS
365 SECTION 906 PORTABLE FIRE EXTINGUISHERS
366 [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
376 [F] TABLE 907.5.2.3.2 VISIBLE ALARMS
377 SECTION 908 EMERGENCY ALARM SYSTEMS
378 SECTION 909 SMOKE CONTROL SYSTEMS
379 (EQUATION 9-1)
380 (EQUATION 9-2)
386 SECTION 910 SMOKE AND HEAT REMOVAL
387 (EQUATION 9-3)
(EQUATION 9-4)
SECTION 911 FIRE COMMAND CENTER
388 SECTION 912 FIRE DEPARTMENT CONNECTIONS
389 SECTION 913 FIRE PUMPS
390 SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 CARBON MONOXIDE PROTECTION
SECTION 916 GAS DETECTION SYSTEMS
391 SECTION 917 EMERGENCY RESPONDER RADIO COVERAGE
392 CHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
SECTION 1003 GENERAL MEANS OF EGRESS
394 SECTION 1004 OCCUPANT LOAD
TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
395 SECTION 1005 MEANS OF EGRESS SIZING
396 SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
397 TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
398 TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
399 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
400 SECTION 1008 MEANS OF EGRESS ILLUMINATION
401 SECTION 1009 ACCESSIBLE MEANS OF EGRESS
SECTION 1010 DOORS, GATES AND TURNSTILES
404 TABLE 1010.2.4 MANUAL BOLTS, AUTOMATIC FLUSH BOLTS AND CONSTANT LATCHING BOLTS ON THE INACTIVE LEAF OF A PAIR OF DOORS
408 TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
411 SECTION 1011 STAIRWAYS
414 SECTION 1012 RAMPS
415 SECTION 1013 EXIT SIGNS
416 SECTION 1014 HANDRAILS
418 SECTION 1015 GUARDS
419 SECTION 1016 EXIT ACCESS
420 SECTION 1017 EXIT ACCESS TRAVEL DISTANCE
SECTION 1018 AISLES
421 TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
422 SECTION 1020 CORRIDORS
TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1020.3 MINIMUM CORRIDOR WIDTH
423 SECTION 1021 EGRESS BALCONIES
SECTION 1022 EXITS
424 SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
426 SECTION 1024 EXIT PASSAGEWAYS
SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
428 SECTION 1026 HORIZONTAL EXITS
SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
429 SECTION 1028 EXIT DISCHARGE
430 SECTION 1029 ASSEMBLY
432 TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
435 TABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
437 SECTION 1030 EMERGENCY ESCAPE AND RESCUE
438 SECTION 1031 EGRESS COURTS
440 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 FACILITIESRESERVED
SECTION 1110 RECREATIONAL FACILITIES RESERVED
SECTION 1111 SIGNAGE RESERVED
442 CHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION
443 TABLE 1203.3 INSULATION FOR CONDENSATION CONTROL
445 SECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING
SECTION 1206 YARDS OR COURTS
446 SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS
SECTION 1209 ACCESS TO UNOCCUPIED SPACES
447 SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
SECTION 1211 ENHANCED CLASSROOM ACOUSTICS
448 CHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL
450 CHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS
451 SECTION 1404 MATERIALS
452 SECTION 1405 INSTALLATION OF WALL COVERINGS
453 TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
TABLE 1405.3(1) VAPOR RETARDER MATERIALS AND CLASSES
454 TABLE 1405.3(3) CLASS III VAPOR RETARDERS
TABLE 1405.3.1 CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER
459 SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
460 TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
SECTION 1407 METAL COMPOSITE MATERIALS (MCM
461 SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS)
SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL
462 SECTION 1410 SOFFITS AND FASCIAS AT ROOF OVERHANGS
463 FIGURE 1410.3(1) TYPICAL SINGLE-SPAN VINYL OR ALUMINUM SOFFIT PANEL SUPPORT
FIGURE 1410.3(2) TYPICAL MULTI-SPAN VINYL OR ALUMINUM SOFFIT PANEL SUPPORT
464 TABLE 1410.6 PRESCRIPTIVE ALTERNATE FOR WOOD STRUCTURAL PANEL SOFFIT
465 SECTION 1411 PLASTIC COMPOSITE DECKING
466 CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
467 SECTION 1503 WEATHER PROTECTION
TABLE 1503.2 METAL FLASHING MATERIAL
468 SECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.3.3 CLASSIFICATION OF METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161
469 SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF ASSEMBLY CLASSIFICATION FOR TYPES OF CONSTRUCTION
470 SECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
471 TABLE 1507.1.1.1 UNDERLAYMENT WITH SELF-ADHERING STRIPS OVER ROOF DECKING JOINTS
472 TABLE 1507.2.7.1 CLASSIFICATION OF ASPHALT SHINGLES
474 TABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
475 TABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
476 TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
477 TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS
TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
SECTION 1508 ROOF INSULATION
478 BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOF COATINGS
TABLE 1509.2 ROOF COATING MATERIAL STANDARDS
SECTION 1510 ROOFTOP STRUCTURES
480 TABLE 1510.10 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS
481 SECTION 1511 EXISTING ROOFING
482 SECTION 1512 HIGH-VELOCITY HURRICANE ZONES—GENERAL
483 SECTION 1513 HIGH-VELOCITY HURRICANE ZONES—DEFINITIONS
485 SECTION 1514 HIGH-VELOCITY HURRICANE ZONES—WEATHER PROTECTION
486 SECTION 1515 HIGH-VELOCITY HURRICANE ZONES—PERFORMANCE REQUIREMENTS
TABLE 1515.2 MINIMUM SLOPE
SECTION 1516 HIGH-VELOCITY HURRICANE ZONES—FIRE CLASSIFICATION
487 SECTION 1517 HIGH-VELOCITY HURRICANE ZONES—MATERIALS
488 SECTION 1518 HIGH-VELOCITY HURRICANE ZONES—ROOF COVERINGS WITH SLOPES 2:12 OR GREATER
TABLE 1518.2.1 UNDERLAYMENT WITH SELF-ADHERING STRIPS OVER ROOF DECKING JOINTS
491 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
493 SECTION 1520 HIGH-VELOCITY HURRICANE ZONES—ROOF INSULATION
494 SECTION 1521 HIGH-VELOCITY HURRICANE ZONES—REROOFING
495 SECTION 1522 HIGH-VELOCITY HURRICANE ZONES—ROOFTOP STRUCTURES AND COMPONENTS
496 TABLE 1522.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS
SECTION 1523 HIGH-VELOCITY HURRICANE ZONES—TESTING
499 SECTION 1524 HIGH-VELOCITY HURRICANE ZONES—REQUIRED OWNER’S NOTIFICATION FORROOFING CONSIDERATIONS
501 SECTION 1525 HIGH-VELOCITY HURRICANE ZONES—UNIFORM PERMIT APPLICATION
Florida Building Code 8th Edition (2023) High-Velocity Hurricane Zone Uniform Permit Application Form
502 Section A (General Information)
Section B (Roof Plan)
503 Section C (Low Slope Application)
505 Section E (Tile Calculations)
506 CHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS
507 SECTION 1604 GENERAL DESIGN REQUIREMENTS
508 TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i
509 SECTION 1605 LOAD COMBINATIONS
510 TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
511 (EQUATION 16-1)
(EQUATION 16-2)
(EQUATION 16-3)
(EQUATION 16-4)
(EQUATION 16-5)
(EQUATION 16-6)
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS
513 TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
514 TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
515 TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
516 (EQUATION 16-7)
TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL
517 (EQUATION 16-8)
(EQUATION 16-9)
(EQUATION 16-10)
(EQUATION 16-11)
518 (EQUATION 16-12)
(EQUATION 16-13)
(EQUATION 16-14)
(EQUATION 16-15)
(EQUATION 16-16)
520 SECTION 1608 SNOW LOADS RESERVED
SECTION 1609 WIND LOADS
522 (EQUATION 16-17)
523 FIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
524 FIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
525 FIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
526 FIGURE 1609.3(4) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
527 (EQUATION 16-18)
SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE
528 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
SECTION 1611 RAIN LOADS
(EQUATION 16-19)
529 TABLE 1610.1 LATERAL SOIL LOAD
TABLE 1611.1 DESIGN STORM RETURN PERIOD BY RISK CATEGORY
SECTION 1612 FLOOD LOADS
530 TABLE 1612.1 CROSS REFERENCES DEFINING FLOOD-RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE
531 TABLE 1612.1—continued CROSS REFERENCES DEFINING FLOOD-RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE
533 SECTION 1613 EARTHQUAKE LOADS RESERVED
SECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY
534 (EQUATION 16-20)
FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
535 (EQUATION 16-21)
SECTION 1616 HIGH-VELOCITY HURRICANE ZONES—GENERAL, DEFLECTION, VOLUME CHANGES AND MINIMUM LOADS
536 SECTION 1617 HIGH-VELOCITY HURRICANE ZONES—ROOF DRAINAGE RESERVED
SECTION 1618 HIGH-VELOCITY HURRICANE ZONES—SPECIAL LOAD CONSIDERATIONS
SECTION 1619 HIGH VELOCITY HURRICANE ZONES—LIVE LOAD REDUCTIONS RESERVED
SECTION 1620 HIGH-VELOCITY HURRICANE ZONES—WIND LOADS
537 SECTION 1621 HIGH-VELOCITY HURRICANE ZONES—OVERTURNING MOMENT AND UPLIFT
SECTION 1622 HIGH-VELOCITY HURRICANE ZONES—SCREEN ENCLOSURES
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
538 TABLE 1625.4 FATIGUE LOADING SEQUENCE
SECTION 1626 HIGH-VELOCITY HURRICANE ZONES—IMPACT TESTS FOR WIND-BORNE DEBRIS
TABLE 1626 CYCLIC WIND PRESSURE LOADING
542 CHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS
543 SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONRESERVED
SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS RESERVED
SECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS
544 SECTION 1709 PRECONSTRUCTION LOAD TESTS
547 SECTION 1710 ANCHORAGE
550 CHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS
552 SECTION 1804 EXCAVATION, GRADING AND FILL
SECTION 1805 DAMPPROOFING AND WATERPROOFING
554 SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
555 TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
556 TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
557 TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
558 TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≄ 5 INCHES
(EQUATION 18-1)
(EQUATION 18-2)
(EQUATION 18-3)
559 TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≄ 6.75 INCHES
SECTION 1808 FOUNDATIONS
560 TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≄ 8.75 INCHES
561 FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
562 TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f â€ČC OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER
563 SECTION 1809 SHALLOW FOUNDATIONS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
564 SECTION 1810 DEEP FOUNDATIONS
567 TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
568 (EQUATION 18-4)
570 (EQUATION 18-5)
573 SECTIONS 1811 through 1815 RESERVED
SECTION 1816 TERMITE PROTECTION
574 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
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 COORDINATION OF TERMS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS
577 SECTION 1905 MODIFICATIONS TO ACI 318
SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION
SECTION 1907 MINIMUM SLAB PROVISIONS
578 SECTION 1908 SHOTCRETE
SECTION 1909 SPECIAL WIND PROVISIONS FOR CONCRETE
SECTIONS 1910 through 1916 RESERVED
SECTION 1917 LIGHTWEIGHT INSULATING CONCRETE ROOFS
579 SECTION 1918 RESERVED
SECTION 1919 HIGH-VELOCITY HURRICANE ZONES—GENERAL RESERVED
SECTION 1920 HIGH-VELOCITY HURRICANE ZONES—STANDARDS RESERVED
580 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 JOINTSRESERVED
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
582 CHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
TABLE 2002.4A HEIGHT ADJUSTMENT FACTORS
583 TABLE 2002.4 DESIGN WIND PRESSURES SCREENED ENCLOSURES a, b, f, g, h(STRENGTH DESIGN OR LRFD ONLY
584 SECTION 2003 HIGH-VELOCITY HURRICANE ZONES—ALUMINUM
588 CHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS
589 SECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS
590 SECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE
SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
(EQUATION 21-1)
591 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
593 FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TOFIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS
594 SECTION 2113 MASONRY CHIMNEYS
596 TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUAREAND RECTANGULAR FLUE SIZES
597 FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
598 FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREECHIMNEY CLEARANCE PROVISION
SECTION 2114 TERMITE INSPECTION
SECTION 2115 SPECIAL WIND PROVISIONS FOR MASONRY
SECTIONS 2116 and 2117 RESERVED
SECTION 2118 HIGH-VELOCITY HURRICANE ZONES—DESIGN RESERVED
SECTION 2119 HIGH-VELOCITY HURRICANE ZONES—QUALITY, TESTS AND APPROVALS
599 SECTION 2120 HIGH-VELOCITY HURRICANE ZONES—ALLOWABLE UNIT STRESSES IN UNIT MASONRY RESERVED
SECTION 2121 HIGH-VELOCITY HURRICANE ZONES—CONSTRUCTION DETAILS
602 SECTION 2122 HIGH-VELOCITY HURRICANE ZONES—REINFORCED UNIT MASONRY
604 CHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OFSTEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL
SECTION 2206 COMPOSITE STRUCTURAL STEELAND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS
605 SECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
606 SECTION 2211 COLD-FORMED STEELLIGHT-FRAME CONSTRUCTION
SECTION 2212 GABLE END WALLS
SECTION 2213 RESERVED
SECTION 2214 HIGH-VELOCITY HURRICANE ZONES—GENERAL—STEEL CONSTRUCTION
607 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
608 SECTION 2220 HIGH-VELOCITY HURRICANE ZONES—PROTECTION OF METAL RESERVED
SECTION 2221 HIGH-VELOCITY HURRICANE ZONES—GENERAL—OPEN WEB STEEL JOISTS
SECTION 2222 HIGH-VELOCITY HURRICANE ZONES—COLD-FORMED STEEL CONSTRUCTION
609 SECTION 2223 HIGH-VELOCITY HURRICANE ZONES—PREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PREENGINEERED STRUCTURES)
610 SECTION 2224 HIGH-VELOCITY HURRICANE ZONES—CHAIN LINK FENCES
611 TABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS
612 CHAPTER 23 WOOD
SECTION 2301GENERAL
SECTION 2302 DEFINITIONS
SECTION 2303 MINIMUM STANDARDS AND QUALITY
616 FIGURE 2303.4.1.2(1a) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR
617 FIGURE 2303.4.1.2(1b) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR
618 FIGURE 2303.4.1.2(2a) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR
619 FIGURE 2303.4.1.2(2b) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR
620 FIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY
621 SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
622 TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd, PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa
623 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 SUPPORTSa
624 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)a, b
625 TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS
627 TABLE 2304.10.1 FASTENING SCHEDULE
628 TABLE 2304.10.1—continued FASTENING SCHEDULE
629 TABLE 2304.10.1—continued FASTENING SCHEDULE
630 TABLE 2304.10.1—continued FASTENING SCHEDULE
631 TABLE 2304.10.1—continued FASTENING SCHEDULE
632 TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
635 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
636 TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
(EQUATION 23-2)
SECTION 2306 ALLOWABLE STRESS DESIGN
637 TABLE 2306.1.4ALLOWABLE 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 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 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 LOADINGb, h
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 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 LOADINGb
TABLE 2306.3(2)ALLOWABLE SHEAR VALUES (plf) FOR WIND LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa
643 TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND 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 RESERVED
SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
644 SECTION 2310 through 2313 RESERVED
SECTION 2314 HIGH-VELOCITY HURRICANE ZONES
645 SECTION 2315 HIGH-VELOCITY HURRICANE ZONES—QUALITY
646 SECTION 2316 HIGH-VELOCITY HURRICANE ZONES—SIZES RESERVED
SECTION 2317 HIGH-VELOCITY HURRICANE ZONES—UNIT STRESSES
SECTION 2318 HIGH-VELOCITY HURRICANE ZONES—VERTICAL FRAMING
647 SECTION 2319 HIGH-VELOCITY HURRICANE ZONES—HORIZONTAL FRAMING
652 SECTION 2320 HIGH-VELOCITY HURRICANE ZONES—FIRESTOPS RESERVED
SECTION 2321 HIGH-VELOCITY HURRICANE ZONES—ANCHORAGE
653 SECTION 2322 HIGH-VELOCITY HURRICANE ZONES—SHEATHING
TABLE 2322.1.6 PLYWOOD SUBFLOOR1
654 TABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1
655 SECTION 2323 HIGH-VELOCITY HURRICANE ZONES—FURRING RESERVED
SECTION 2324 HIGH-VELOCITY HURRICANE ZONES—CONNECTORS
TABLE 2324.1 NAIL CONNECTION FOR WOOD MEMBERS
SECTION 2325 HIGH-VELOCITY HURRICANE ZONES—WOOD SUPPORTING MASONRY
SECTION 2326 HIGH-VELOCITY HURRICANE ZONES—PROTECTION OF WOOD
656 SECTION 2327 HIGH-VELOCITY HURRICANE ZONES—FIRE-RETARDANT WOOD RESERVED
SECTION 2328 HIGH-VELOCITY HURRICANE ZONES—WOOD FENCES
SECTION 2329 HIGH-VELOCITY HURRICANE ZONES—FIRE-RETARDANT-TREATED SHAKES ANDSHINGLES RESERVED
SECTION 2330 HIGH-VELOCITY HURRICANE ZONES—WOOD BLOCKING
658 CHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND AND DEAD LOADS ON GLASS
(EQUATION 24-1)
(EQUATION 24-2)
(EQUATION 24-3)
(EQUATION 24-4)
659 (EQUATION 24-5)
(EQUATION 24-6)
(EQUATION 24-7)
(EQUATION 24-8)
(EQUATION 24-9)
(EQUATION 24-10)
(EQUATION 24-11)
(EQUATION 24-12)
660 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
661 (EQUATION 24-13)
(EQUATION 24-14)
(EQUATION 24-15)
SECTION 2406 SAFETY GLAZING
662 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
663 SECTION 2407 GLASS IN HANDRAILS AND GUARDS
664 SECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN WALKWAYS,ELEVATOR HOISTWAYS AND ELEVATOR CARS
665 SECTION 2410 HIGH-VELOCITY HURRICANE ZONES—GENERAL
SECTION 2411 HIGH-VELOCITY HURRICANE ZONES—WINDOWS, DOORS, GLASS AND GLAZING
667 SECTION 2412 HIGH-VELOCITY HURRICANE ZONES—GLASS VENEER
668 SECTION 2413 HIGH-VELOCITY HURRICANE ZONES—STORM SHUTTERS/EXTERNAL PROTECTIVE DEVICES
SECTION 2414 HIGH-VELOCITY HURRICANE ZONES—CURTAIN WALLS
669 SECTION 2415 HIGH-VELOCITY HURRICANE ZONES—STRUCTURAL GLAZING SYSTEMS
672 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
673 TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
674 SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
TABLE 2508.6 ALLOWABLE (ASD) SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
675 SECTION 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER(STUCCO)
676 SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER
677 TABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER
678 SECTION 2514 REINFORCED GYPSUM CONCRETE
SECTION 2515 HIGH-VELOCITY HURRICANE ZONES—LATHING RESERVED
SECTION 2516 HIGH-VELOCITY HURRICANE ZONES—PLASTER RESERVED
SECTION 2517 HIGH-VELOCITY HURRICANE ZONES—STUCCO RESERVED
SECTION 2518 HIGH-VELOCITY HURRICANE ZONES—GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS RESERVED
SECTION 2519 HIGH-VELOCITY HURRICANE ZONES—SUSPENDED AND FURRED CEILINGS RESERVED
SECTION 2520 HIGH-VELOCITY HURRICANE ZONES—ASBESTOS RESERVED
SECTION 2521 HIGH-VELOCITY HURRICANE ZONES—TILE RESERVED
680 CHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION
684 TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
685 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
686 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
687 SECTION 2606 LIGHT-TRANSMITTING PLASTICS
688 SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
689 SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
690 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
691 SECTION 2612 PLASTIC COMPOSITES
SECTION 2613 FIBER-REINFORCED POLYMER
692 SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
SECTION 2615 HIGH-VELOCITY HURRICANE ZONES—PLASTICS
694 CHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
696 CHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL
698 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)
699 [P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a(See Sections 2902.1.1 and 2902.2)
700 [P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a(See Sections 2902.1.1 and 2902.2)
702 [P] SECTION 2903 INSTALLATION OF FIXTURES
704 CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
TABLE 3001.2 STANDARDS FOR ELEVATORS AND CONVEYINGSYSTEMS AND COMPONENTS
705 SECTION 3002 HOISTWAY ENCLOSURES
706 SECTION 3003 EMERGENCY OPERATIONS
SECTION 3004 CONVEYING SYSTEMS
SECTION 3005 MACHINE ROOMS
707 SECTION 3006 ELEVATOR LOBBIES ANDHOISTWAY OPENING PROTECTION
708 SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
709 FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
710 SECTION 3008 OCCUPANT EVACUATION ELEVATORS
712 SECTION 3009 ELEVATOR ACCESSIBILITY REQUIREMENTS FOR THE PHYSICALLY HANDICAPPED
SECTION 3010 SERIAL NUMBERS
713 SECTION 3011 ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC ELEVATORCYLINDERS
SECTION 3012 ALTERATIONS TO ELECTRIC AND HYDRAULIC ELEVATORS AND ESCALATORS
SECTION 3013 CLEARANCE REQUIREMENTS BETWEEN ELEVATOR DOORS FOR ELEVATORS INSIDE APRIVATE RESIDENCE
716 CHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES
717 SECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
719 SECTION 3105 AWNINGS AND CANOPIES
720 SECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE
723 SECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR ENERGY SYSTEMS
724 SECTION 3112 DEPOSIT OF MATERIALIN TIDEWATER REGULATED
725 SECTION 3113 LIGHTING, MIRRORS, LANDSCAPING
SECTION 3114 AIRPORT NOISE
726 SECTION 3115 EXTERIOR ELEVATED FLOORING SYSTEMS
728 CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS
730 CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
731 SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS
732 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
733 SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
734 CHAPTER 34 RESERVED
736 CHAPTER 35 REFERENCED STANDARDS
AA
AAF
AAMA Standards by FGIA
737 ACI
AF & PA
AHA
AISC
738 AISI
AITC
ALI
739 AMCA
ANSI
APA
740 APSP (PHTA Standards)
ASABE
741 ASCE/SEI
ASHRAE
ASME
742 ASSE
ASTM
750 AWC
AWPA
AWS
751 BHMA
CEN
CGSB
CISCA
CPA
752 CPSC
CSA
CSSB
DASMA
753 DECO
DOC/NIST
DOL/OSHA
DOTn
754 FDOE
FEMA
FGI
FINA
755 Florida Codes
757 FM
FRSA
FS
GA
758 GSA
HPVA
ICC
IEEE
IESNA
759 ISO
MHI
MIA
NAAMM
NCMA
760 NFPA
762 NSF
PCI
PTI
RCSC
RMI
763 SBCA
SDI
SJI
SPRI
764 STI
TECO
TIA
TMS
765 TPI
UL
766 ULC
767 USC
WCLIB
WDMA
WRI
768 CHAPTER 36 FLORIDA FIRE PREVENTION CODE
SECTION 3601
770 APPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
772 APPENDIX B CHAPTER 9B-52 F.A.C.FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION
773 FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION
774 CHAPTER B101 GENERAL
CHAPTER B201 DEFINITIONS
780 APPENDIX C FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS
781 CHAPTER C1 ADMINISTRATION
CHAPTER C2 DEFINITIONS
782 CHAPTER C3 TESTING
CHAPTER C4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING
783 CHAPTER C5 ENGINEERED SYSTEMS
784 CHAPTER C6 SOIL DEPRESSURIZATION SYSTEMS
788 APPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS
789 SECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATEDPARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
790 SECTION D106 REFERENCED STANDARDS
792 APPENDIX E FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION
CHAPTER E101 GENERAL
793 CHAPTER E201 DEFINITIONS
795 CHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS
800 CHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS
804 APPENDIX F RODENTPROOFING
SECTION F101 GENERAL
806 APPENDIX G FLOOD-RESISTANT CONSTRUCTION RESERVED
808 APPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION
809 SECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
810 SECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
811 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
812 APPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS
814 APPENDIX J GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS
815 SECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
SECTION J107 FILLS
SECTION J108 SETBACKS
SECTION J109 DRAINAGE AND TERRACING
816 FIGURE J107.3 BENCHING DETAILS
FIGURE J108.1 DRAINAGE DIMENSIONS
817 SECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS
818 APPENDIX K ADMINISTRATIVE PROVISIONS
SECTION K101 GENERAL
SECTION K102 APPLICABILITY
SECTION K103 PERMITS
819 SECTION K104 CONSTRUCTION DOCUMENTS
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K106 REQUIRED INSPECTIONS
SECTION K107 PREFABRICATED CONSTRUCTION
820 SECTION K108 TESTING
SECTION K109 RECONNECTION
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K111 ELECTRICAL PROVISIONS
822 APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION RESERVED
824 APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS
826 APPENDIX N BOARD OF APPEALS
SECTION N101 GENERAL
828 APPENDIX O PERFORMANCE-BASED APPLICATION
SECTION O101 GENERAL
830 INDEX
866 ADDITIONAL CODE RECOUSES FROM ICC
867 DIGITAL CODES PREMIUM
868 ICC EVALUATION SERVICES
869 2023 FLORIDA CODES: COMPLETE COLLECTION
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