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FL FloridaBuildingCode 2017

FL FloridaBuildingCode 2017

$66.25

Florida Building Code – Building, Sixth Edition

Published By Publication Date Number of Pages
FL 2017 913
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This is a fully integrated code based on the 2015 IBC. Chapter tabs are also included. Effective Date: December 31, 2017

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PDF Pages PDF Title
1 FLORIDA BUILDING CODE – BUILDING, SIXTH EDITION (2017)
2 FLORIDA BUILDING CODE – BUILDING, SIXTH EDITION (2017) TITLE PAGE
3 COPYRIGHT
4 PREFACE
8 TABLE OF CONTENTS
18 CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
21 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
32 SECTION 110 INSPECTIONS
35 SECTION 111 CERTIFICATE OF OCCUPANCY
SECTION 112 SERVICE UTILITIES
36 SECTION 113 BOARD OF APPEALS RESERVED
SECTION 114 VIOLATIONS RESERVED
SECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT RESERVED
SECTION 117 VARIANCES IN FLOOD HAZARD AREAS
38 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS
70 CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A
71 SECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F
72 SECTION 307 HIGH-HAZARD GROUP H
74 TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
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 BASED ON USE AND OCCUPANCY
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
93 TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
95 SECTION 407 GROUP I-2
98 SECTION 408 GROUP I-3
100 SECTION 409 MOTION PICTURE PROJECTION ROOMS
101 SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
103 SECTION 411 SPECIAL AMUSEMENT BUILDINGS
104 SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.3.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
105 [F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
106 TABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
107 SECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS
108 [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
109 [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
110 [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
111 [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS
113 [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
120 SECTION 416 APPLICATION OF FLAMMABLE FINISHES
121 SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 LIVE/WORK UNITS
122 SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
SECTION 421 HYDROGEN FUEL GAS ROOMS
123 SECTION 422 AMBULATORY CARE FACIILITIES
SECTION 423 STORM SHELTERS
124 SECTION 424 CHILDREN’S PLAY STRUCTURES
SECTION 425 HYPERBARIC FACILITIES
SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
125 SECTIONS [F] 427 through 448 RESERVED
SECTION 449 HOSPITALS
132 SECTION 450 NURSING HOMES
140 SECTION 451 AMBULATORY SURGICAL CENTERS
144 SECTION 452 BIRTHING CENTERS
146 SECTION 453 STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES
164 SECTION 454 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE)
173 TABLE 454.1.6.1 PUBLIC SWIMMING POOL—REQUIRED FIXTURE COUNT
193 SECTION 455 PUBLIC LODGING ESTABLISHMENTS
SECTION 456 PUBLIC FOOD SERVICE ESTABLISHMENTS
195 SECTION 457 MENTAL HEALTH PROGRAMS
203 SECTION 458 MANUFACTURED BUILDINGS
205 SECTION 459 BOOT CAMPS FOR CHILDREN
SECTION 460 MAUSOLEUMS AND COLUMBARIUMS
207 SECTION 461 TRANSIENT PUBLIC LODGING ESTABLISHMENTS
SECTION 462 USE OF ASBESTOS IN NEW PUBLIC BUILDINGS OR BUILDINGS NEWLY CONSTRUCTED FOR LEASE TO GOVERNMENT ENTITIES—PROHIBITION
SECTION 463 ADULT DAY CARE
209 SECTION 464 ASSISTED LIVING FACILITIES
211 SECTION 465 CONTROL OF RADIATION HAZARDS
214 TIME-TEMPERATURE CHART
216 SECTION 466 DAY CARE OCCUPANCIES
TABLE 466.5 DAY CARE LOCATION AND TYPE OF CONSTRUCTION
218 SECTION 467 HOSPICE INPATIENT FACILITIES AND UNITS AND HOSPICE RESIDENCES
221 SECTION 468 SCHOOLS, COLLEGES AND UNIVERSITIES
223 SECTION 469 OFFICE SURGERY SUITE
226 TABLE 2 MINIMUM STATION OUTLETS FOR PIPED GAS SYSTEMS IN OFFICE SURGERY SUITES
230 CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES
231 TABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
232 TABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
233 TABLE 504.4a, b—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
234 SECTION 506 BUILDING AREA
EQUATION 5-1
235 TABLE 506.2a, b ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
236 TABLE 506.2a, b—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
237 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
238 EQUATION 5-4
EQUATION 5-5
SECTION 507 UNLIMITED AREA BUILDINGS
240 SECTION 508 MIXED USE AND OCCUPANCY
241 TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
SECTION 509 INCIDENTAL USES
242 TABLE 509 INCIDENTAL USES
243 SECTION 510 SPECIAL PROVISIONS
246 CHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
SECTION 602 CONSTRUCTION CLASSIFICATION
247 TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, d
TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES
248 SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
250 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
251 SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
253 SECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
254 EQUATION 7-1
255 FIGURE 705.7 EQUIVALENT OPENING FACTOR
EQUATION 7-2
256 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
257 SECTION 706 FIRE WALLS
258 TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
260 SECTION 707 FIRE BARRIERS
TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
261 SECTION 708 FIRE PARTITIONS
262 SECTION 709 SMOKE BARRIERS
263 SECTION 710 SMOKE PARTITIONS
SECTION 711 FLOOR AND ROOF ASSEMBLIES
264 SECTION 712 VERTICAL OPENINGS
266 SECTION 713 SHAFT ENCLOSURES
267 SECTION 714 PENETRATIONS
270 SECTION 715 FIRE-RESISTANT JOINT SYSTEMS
271 SECTION 716 OPENING PROTECTIVES
TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES
273 TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
274 TABLE 716.5—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
276 TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
277 TABLE 717.3.2.1 FIRE DAMPER RATING
281 SECTION 718 CONCEALED SPACES
283 SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
284 SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
285 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
286 TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
287 TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
288 TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
289 TABLE 721.1(1) —continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
290 TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
291 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
292 TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
293 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
294 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
295 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
296 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
297 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
298 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
299 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
300 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
301 TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
302 TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
303 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
304 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,
305 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
306 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
307 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa
308 TABLE 721.1(3)—continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
309 EQUATION 7-3
EQUATION 7-4
FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
310 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
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
311 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
312 TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
313 FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
314 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)
315 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
316 TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
EQUATION 7-6
317 TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d
318 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
EQUATION 7-9
319 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 0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
320 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
321 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
322 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
323 FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
324 EQUATION 7-13
EQUATION 7-14
EQUATION 7-15
EQUATION 7-16
325 TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE
326 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
327 TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
328 TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
329 TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
330 TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
331 TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
332 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)]
333 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)]
334 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17
335 TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d
336 TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c
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
338 CHAPTER 8 INTERIOR FINISH
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES
340 TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
341 SECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM
342 SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS
344 CHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS
345 SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
347 [F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
350 [F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
352 SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
354 SECTION 905 STANDPIPE SYSTEMS
357 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
358 SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
368 [F] TABLE 907.5.2.3.2 VISIBLE ALARMS
369 SECTION 908 EMERGENCY ALARM SYSTEMS
370 SECTION 909 SMOKE CONTROL SYSTEMS
372 EQUATION 9-1
373 EQUATION 9-2
378 SECTION 910 SMOKE AND HEAT REMOVAL
379 EQUATION 9-3
EQUATION 9-4
380 SECTION 911 FIRE COMMAND CENTER
381 SECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 913 FIRE PUMPS
382 SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 CARBON MONOXIDE DETECTION RESERVED
SECTION 916 EMERGENCY RESPONDER RADIO COVERAGE
384 CHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
385 SECTION 1003 GENERAL MEANS OF EGRESS
386 SECTION 1004 OCCUPANT LOAD
TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
387 SECTION 1005 MEANS OF EGRESS SIZING
388 SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
389 TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
390 TABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
TABLE 1006.3.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
391 1006.3.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
SECTION 1008 MEANS OF EGRESS ILLUMI
392 SECTION 1009 ACCESSIBLE MEANS OF EGRESS
SECTION 1010 DOORS, GATES AND TURNSTILES
394 TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
400 SECTION 1011 STAIRWAYS
403 SECTION 1012 RAMPS
405 SECTION 1013 EXIT SIGNS
SECTION 1014 HANDRAILS
407 SECTION 1015 GUARDS
409 SECTION 1016 EXIT ACCESS
SECTION 1017 EXIT ACCESS TRAVEL DISTANCE
410 TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
SECTION 1018 AISLES
SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
411 SECTION 1020 CORRIDORS
TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING
412 TABLE 1020.2 MINIMUM CORRIDOR WIDTH
413 SECTION 1021 EGRESS BALCONIES
SECTION 1022 EXITS
SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
415 SECTION 1024 EXIT PASSAGEWAYS
416 SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
417 SECTION 1026 HORIZONTAL EXITS
418 SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
419 SECTION 1028 EXIT DISCHARGE
420 SECTION 1029 ASSEMBLY
421 TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
424 TABLE 1029.12.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
426 SECTION 1030 EMERGENCY ESCAPE AND RESCUE
428 CHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 DEFINITIONS RESERVED
SECTION 1103 SCOPING REQUIREMENTS RESERVED
SECTION 1104 ACCESSIBLE ROUTE RESERVED
SECTION 1105 ACCESSIBLE ENTRANCES RESERVED
SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES RESERVED
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS RESERVED
SECTION 1108 SPECIAL OCCUPANCIES RESERVED
SECTION 1109 OTHER FEATURES AND FACILITIES RESERVED
SECTION 1110 RECREATIONAL FACILITIES RESERVED
SECTION 1111 SIGNAGE RESERVED
430 CHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION
431 TABLE 1203.3 INSULATION FOR CONDENSATION CONTROL
432 SECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING
433 SECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS
434 SECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
436 CHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL
438 CHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS
439 SECTION 1404 MATERIALS
440 SECTION 1405 INSTALLATION OF WALL COVERINGS
441 TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
TABLE 1405.3.2 CLASS III VAPOR RETARDERS
446 SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
447 TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
SECTION 1407 METAL COMPOSITE MATERIALS (MCM)
449 TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS
450 SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
451 SECTION 1410 PLASTIC COMPOSITE DECKING
452 CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
453 SECTION 1503 WEATHER PROTECTION
TABLE 1503.2 METAL FLASHING MATERIAL
454 SECTION 1504 PERFORMANCE REQUIREMENTS
455 SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
SECTION 1506 MATERIALS
456 SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
457 TABLE 1507.1.1 UNDERLAYMENT TABLE
458 TABLE 1507.2.7.1 CLASSIFICATION OF ASPHALT SHINGLES
460 TABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
461 TABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
462 TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
463 TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
464 SECTION 1508 ROOF INSULATION
[BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK
SECTION 1510 ROOFTOP STRUCTURES
466 TABLE 1510.10 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS
467 SECTION 1511 EXISTING ROOFING
SECTION 1512 HIGH-VELOCITY HURRICANE ZONES—GENERAL
468 SECTION 1513 HIGH-VELOCITY HURRICANE ZONES—DEFINITIONS
470 SECTION 1514 HIGH-VELOCITY HURRICANE ZONES—WEATHER PROTECTION
471 SECTION 1515 HIGH-VELOCITY HURRICANE ZONES—PERFORMANCE REQUIREMENTS
472 TABLE 1515.2 MINIMUM SLOPE
SECTION 1516 HIGH-VELOCITY HURRICANE ZONES—FIRE CLASSIFICATION
SECTION 1517 HIGH-VELOCITY HURRICANE ZONES—MATERIALS
473 SECTION 1518 HIGH-VELOCITY HURRICANE ZONES—ROOF COVERINGS WITH SLOPES 2:12 OR GREATER
475 SECTION 1519 HIGH-VELOCITY HURRICANE ZONES—ROOF COVERINGS WITH SLOPES LESS THAN 2:12
476 TABLE 1519.3A SLOPE AND APPLICATION TEMPERATURE CRITERIA
TABLE 1519.3B SLOPE AND APPLICATION TEMPERATURE CRITERIA
477 SECTION 1520 HIGH-VELOCITY HURRICANE ZONES—ROOF INSULATION
478 SECTION 1521 HIGH-VELOCITY HURRICANE ZONES—REROOFING
480 SECTION 1522 HIGH-VELOCITY HURRICANE ZONES—ROOFTOP STRUCTURES AND COMPONENTS
TABLE 1522.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS
SECTION 1523 HIGH-VELOCITY HURRICANE ZONES—TESTING
484 SECTION 1524 HIGH-VELOCITY HURRICANE ZONES—REQUIRED OWNER’S NOTIFICATION FOR ROOFING CONSIDERATIONS
485 SECTION 1525 HIGH-VELOCITY HURRICANE ZONES—UNIFORM PERMIT APPLICATION
HIGH-VELOCITY HURRIANCE ZONE UNIFORM PERMIT APPLICATION FORM
INSTRUCTION PAGE
ATTACHMENTS REQUIRED
486 SECTION A (General Information)
SECTION B (Roof Plan)
487 SECTION C (Low Slope Application)
488 SECTION D (Steep Sloped Roof System)
489 SECTION E (Tile Calculations)
490 CHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS
491 SECTION 1604 GENERAL DESIGN REQUIREMENTS
492 TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i
494 TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
495 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
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16
496 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
497 TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
498 TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
500 EQUATION 16-23
TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, KLL
501 EQUATION 16-24
EQUATION 16-25
EQUATION 16-26
502 EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32
503 SECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS
504 SECTION 1609 WIND LOADS
505 FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
506 FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
508 FIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
509 FIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
510 FIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
511 EQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c
512 EQUATION 16-34
513 EQUATION 16-35
514 TABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cneta, b
515 TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
516 TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
517 TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
518 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) 1, 2, 3, 4, 5
TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (λ)
EQUATION 29.4-1
519 SECTION 1610 SOIL LATERAL LOADS
TABLE 1610.1 LATERAL SOIL LOAD
520 SECTION 1611 RAIN LOADS
EQUATION 16-36
SECTION 1612 FLOOD LOADS
521 [P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
522 [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
523 [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
524 [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
525 [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
526 SECTION 1613 EARTHQUAKE LOADS
527 TABLE 1612.1 CROSS REFERENCES DEFINING FLOOD-RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE
528 TABLE 1612.1—continued CROSS REFERENCES DEFINING FLOOD-RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE
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
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)—continued 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)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B
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 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
SECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY
542 EQUATION 16-41
FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
543 EQUATION 16-42
SECTION 1616 HIGH-VELOCITY HURRICANE ZONES—GENERAL, DEFLECTION, VOLUME CHANGES AND MINIMUM LOADS
544 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
545 EQUATION 29.4-1
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
546 TABLE 1625.4 FATIGUE LOADING SEQUENCE
SECTION 1626 HIGH-VELOCITY HURRICANE ZONES—IMPACT 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 RESERVED
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
552 SECTION 1709 PRECONSTRUCTION LOAD TESTS
556 CHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS
558 SECTION 1804 EXCAVATION, GRADING AND FILL
559 SECTION 1805 DAMPPROOFING AND WATERPROOFING
560 SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
561 TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
562 TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
563 TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
564 TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
565 TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES a, b, c
566 EQUATION 18-1
TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
567 EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS
568 FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
569 TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER
570 SECTION 1809 SHALLOW FOUNDATIONS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e
571 SECTION 1810 DEEP FOUNDATIONS
574 TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
575 EQUATION 18-4
578 EQUATION 18-5
EQUATION 18-6
EQUATION 18-7
EQUATION 18-8
579 EQUATION 18-9
EQUATION 18-10
EQUATION 18-11
584 SECTIONS 1811 through 1815 RESERVED
SECTION 1816 TERMITE PROTECTION
585 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
586 SECTION 1834 HIGH-VELOCITY HURRICANE ZONES—SOIL IMPROVEMENT RESERVED
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 ZONES—GENERAL RESERVED
595 SECTION 1920 HIGH-VELOCITY HURRICANE ZONES—STANDARDS RESERVED
SECTION 1921 HIGH-VELOCITY HURRICANE ZONES—DEFINITIONS RESERVED
SECTION 1922 HIGH-VELOCITY HURRICANE ZONES—MATERIALS RESERVED
SECTION 1923 HIGH-VELOCITY HURRICANE ZONES—CONCRETE QUALITY RESERVED
SECTION 1924 HIGH-VELOCITY HURRICANE ZONES—MIXING AND PLACING CONCRETE RESERVED
SECTION 1925 HIGH-VELOCITY HURRICANE ZONES—FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS RESERVED
SECTION 1926 HIGH-VELOCITY HURRICANE ZONES—DETAILS OF REINFORCEMENT RESERVED
SECTION 1927 HIGH-VELOCITY HURRICANE ZONES—PRECAST CONCRETE UNITS RESERVED
SECTION 1928 HIGH-VELOCITY HURRICANE ZONES—PRESTRESSED CONCRETE RESERVED
SECTION 1929 HIGH-VELOCITY HURRICANE ZONES—PNEUMATICALLY PLACED CONCRETE (SHOTCRETE) RESERVED
596 CHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
TABLE 2002.4A HEIGHT ADJUSTMENT FACTORS
597 TABLE 2002.4 DESIGN WIND PRESSURES SCREENED ENCLOSURES a,b,f,g,h (STRENGTH DESIGN OR LRFD ONLY)
598 SECTION 2003 HIGH-VELOCITY HURRICANE ZONES—ALUMINUM
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 EMPIRICAL DESIGN OF MASONRY
604 TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2
TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
605 SECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES
607 FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
608 SECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS
611 FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
612 TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
613 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
SECTION 2120 HIGH-VELOCITY HURRICANE ZONES—ALLOWABLE UNIT STRESSES IN UNIT MASONRY RESERVED
SECTION 2121 HIGH-VELOCITY HURRICANE ZONES—CONSTRUCTION DETAILS
616 SECTION 2122 HIGH-VELOCITY HURRICANE ZONES—REINFORCED 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 ZONES—GENERAL—STEEL CONSTRUCTION
622 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
623 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
624 SECTION 2223 HIGH-VELOCITY HURRICANE ZONES—PREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PREENGINEERED STRUCTURES)
625 SECTION 2224 HIGH-VELOCITY HURRICANE ZONES—CHAIN LINK FENCES
626 TABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS
628 CHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
SECTION 2303 MINIMUM STANDARDS AND QUALITY
632 SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
633 TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c
634 TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa, b
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, b
635 TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a, b (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
638 TABLE 2304.10.1 FASTENING SCHEDULE
639 TABLE 2304.10.1—continued FASTENING SCHEDULE
640 TABLE 2304.10.1—continued FASTENING SCHEDULE
641 TABLE 2304.10.1—continued FASTENING SCHEDULE
642 TABLE 2304.10.1—continued FASTENING SCHEDULE
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)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf
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 LOADINGb, g, h
650 TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
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 LOADINGb, f, g, i
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 ONLYa, b, c, d, e
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 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
653 TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
655 TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs)
656 TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs)
TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs)
657 TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
658 TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
659 TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
660 TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
661 FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
662 FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
663 TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc
664 TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
666 FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
667 TABLE 2308.6.1a WALL BRACING REQUIREMENTS
668 TABLE 2308.6.3(1) BRACING METHODS
669 TABLE 2308.6.3(1)—continued BRACING METHODS
TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
670 TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.6.3(5) HARDBOARD SIDING
671 FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW)
672 FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
673 FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION
674 FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
675 FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES
FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE
676 FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
677 TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h
SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
SECTION 2310 through 2313 RESERVED
678 TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L/Δ = 240)
679 TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L/Δ = 240)
680 TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L/Δ = 240)
681 TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L/Δ = 240)
682 TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
683 TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
684 TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240)
685 TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240)
686 TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
687 TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
688 TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
689 TABLE 2308.7.2(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180)
690 TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240)
691 TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240)
692 TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240)
693 TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240)
694 TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSg
695 TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
696 TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
697 SECTION 2314 HIGH-VELOCITY HURRICANE ZONES
698 SECTION 2315 HIGH-VELOCITY HURRICANE ZONES—QUALITY
699 SECTION 2316 HIGH-VELOCITY HURRICANE ZONES—SIZES RESERVED
SECTION 2317 HIGH-VELOCITY HURRICANE ZONES—UNIT STRESSES
SECTION 2318 HIGH-VELOCITY HURRICANE ZONES—VERTICAL FRAMING
700 SECTION 2319 HIGH-VELOCITY HURRICANE ZONES—HORIZONTAL FRAMING
705 SECTION 2320 HIGH-VELOCITY HURRICANE ZONES—FIRESTOPS RESERVED
SECTION 2321 HIGH-VELOCITY HURRICANE ZONES—ANCHORAGE
SECTION 2322 HIGH-VELOCITY HURRICANE ZONES—SHEATHING
706 TABLE 2322.1.6 PLYWOOD SUBFLOOR1
707 TABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1
708 SECTION 2323 HIGH-VELOCITY HURRICANE ZONES—FURRING RESERVED
SECTION 2324 HIGH-VELOCITY HURRICANE ZONES—CONNECTORS
TABLE 2324.1 NAIL CONNECTION FOR WOOD MEMBERS
709 SECTION 2325 HIGH-VELOCITY HURRICANE ZONES—WOOD SUPPORTING MASONRY
SECTION 2326 HIGH-VELOCITY HURRICANE ZONES—PROTECTION OF WOOD
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 AND SHINGLES RESERVED
SECTION 2330 HIGH-VELOCITY HURRICANE ZONES—WOOD BLOCKING
712 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
713 EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12
714 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
715 EQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING
716 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
717 SECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES
718 SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
SECTION 2410 HIGH-VELOCITY HURRICANE ZONES—GENERAL
SECTION 2411 HIGH-VELOCITY HURRICANE ZONES—WINDOWS, DOORS, GLASS AND GLAZING
721 SECTION 2412 HIGH-VELOCITY HURRICANE ZONES—GLASS VENEER
722 SECTION 2413 HIGH-VELOCITY HURRICANE ZONES—STORM SHUTTERS/EXTERNAL PROTECTIVE DEVICES
SECTION 2414 HIGH-VELOCITY HURRICANE ZONES—CURTAIN WALLS
SECTION 2415 HIGH-VELOCITY HURRICANE ZONES—STRUCTURAL GLAZING SYSTEMS
726 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
727 TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
728 TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
TABLE 2508.5 ALLOWABLE (ASD) SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
729 SECTION 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
SECTION 2511 INTERIOR PLASTER
730 TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER
TABLE 2512.6 CEMENT PLASTERS
731 SECTION 2513 EXPOSED AGGREGATE PLASTER
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
732 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
734 CHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION
738 TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
SECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER
739 TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
SECTION 2606 LIGHT-TRANSMITTING PLASTICS
740 SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
741 TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
742 SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
743 SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 PLASTIC COMPOSITES
SECTION 2613 FIBER-REINFORCED POLYMER
744 SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
SECTION 2615 HIGH-VELOCITY HURRICANE ZONES—PLASTICS
746 CHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
748 CHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL
750 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)
751 [P] TABLE 2902.1—(continued)
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
(See Sections 2902.1.1 and 2902.2)
752 [P] TABLE 2902.1—(continued)
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa
(See Sections 2902.1.1 and 2902.2)
754 CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
755 SECTION 3002 HOISTWAY ENCLOSURES
756 SECTION 3003 EMERGENCY OPERATIONS
SECTION 3004 CONVEYING SYSTEMS
SECTION 3005 MACHINE ROOMS
757 SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
758 SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
759 FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008 OCCUPANT EVACUATION ELEVATORS
761 SECTION 3009 ELEVATOR ACCESSIBILITY REQUIREMENTS FOR THE PHYSICALLY HANDICAPPED
SECTION 3010 SERIAL NUMBERS
762 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
764 CHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES
765 SECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
767 SECTION 3105 AWNINGS AND CANOPIES
768 SECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
769 SECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE
771 SECTION 3110 AUTOMATIC VEHICULAR GATES
772 SECTION 3111 PHOTOVOLTAIC PANELS AND MODULES
SECTION 3112 DEPOSIT OF MATERIAL IN TIDEWATER REGULATED
773 SECTION 3113 LIGHTING, MIRRORS, LANDSCAPING
SECTION 3114 AIRPORT NOISE
774 CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS
776 CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
777 SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS
778 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
779 SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
780 CHAPTER 34 RESERVED
782 CHAPTER 35 REFERENCED STANDARDS
AA
AAF
AAMA
783 ACI
AF & PA
AHA
784 AISC
AISI
785 AITC
ALI
AMCA
ANSI
786 APA
787 APSP
ASABE
ASCE/SEI
788 ASHRAE
ASME
ASSE
789 ASTM
797 AWC
AWCI
AWPA
AWS
798 BHMA
CEN
CGSB
CPA
799 CPSC
CSA
CSSB
DASMA
800 DECO
DOC/NIST
DOL/OSHA
DOTn
801 FDOE
FEMA
FGI
FINA
802 Florida Codes
803 FM
804 FRSA
FS
GA
GSA
HPVA
805 ICC
IEEE
IESNA
ISO
MHI
806 MIA
NAAMM
NCMA
NFPA
808 NSF
PCI
PTI
809 RCSC
RMI
SBCA
SDI
810 SJI
SPRI
TECO
TIA
811 TMS
TPI
UL
813 ULC
USC
WCLIB
WDMA
WRI
814 WSTI
816 CHAPTER 36 FLORIDA FIRE PREVENTION CODE
SECTION 3601
818 APPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS
820 APPENDIX B CHAPTER 9B-52 F.A.C. FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION
821 FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION
822 CHAPTER B101 GENERAL
CHAPTER B201 DEFINITIONS
823 CHAPTER B301 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL
828 APPENDIX C FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS
INTRODUCTION
PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS
FOREWORD
829 CHAPTER C1 ADMINISTRATION
CHAPTER C2 DEFINITIONS
830 CHAPTER C3 TESTING
CHAPTER C4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING
831 CHAPTER C5 ENGINEERED SYSTEMS
832 CHAPTER C6 SOIL DEPRESSURIZATION SYSTEMS
836 APPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS
837 SECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
838 SECTION D106 REFERENCED STANDARDS
840 APPENDIX E FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION
CHAPTER E101 GENERAL
841 CHAPTER E201 DEFINITIONS
843 CHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS
848 CHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS
852 APPENDIX F RODENTPROOFING
SECTION F101 GENERAL
854 APPENDIX G FLOOD-RESISTANT CONSTRUCTION RESERVED
856 APPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION
857 SECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
858 SECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
859 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
860 APPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS
862 APPENDIX J GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS
863 SECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
SECTION J107 FILLS
SECTION J108 SETBACKS
864 FIGURE J107.3 BENCHING DETAILS
FIGURE J108.1 DRAINAGE DIMENSIONS
865 SECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS
866 APPENDIX K ADMINISTRATIVE PROVISIONS
SECTION K101 GENERAL
SECTION K102 APPLICABILITY
SECTION K103 PERMITS
867 SECTION K104 CONSTRUCTION DOCUMENTS
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K106 REQUIRED INSPECTIONS
SECTION K107 PREFABRICATED CONSTRUCTION
868 SECTION K108 TESTING
SECTION K109 RECONNECTION
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K111 ELECTRICAL PROVISIONS
870 APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL
872 APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS
874 INDEX
912 ICC PLAN REVIEW SERVICES
913 COUNT ON ICC FOR YOUR FLORIDA BUILDING CODE TOOLS

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