đŸ”„đŸ”„ Don’t Miss Out on Our End of Autumn Sale. If you have any questions, feel free to click the bottom right corner to contact our customer service..

Concat us[email protected]
Shopping Cart

No products in the cart.

🔍
FL BuildingCode 2010

FL BuildingCode 2010

$70.96

Florida Building Code, Building

Published By Publication Date Number of Pages
FL 2010 871
PDF Format Searchable Printable Preview Now
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

This is a fully integrated code based on the 2009 IBC.

PDF Catalog

PDF Pages PDF Title
1 FLORIDA BUILDING CODE 2010 BULDING
2 FLORIDA BUILDING CODE 2010 BUILDING TITLE PAGE
3 COPYRIGHT
4 PREFACE
6 TABLE OF CONTENTS
16 CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
18 PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
19 SECTION 105 PERMITS
22 SECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS
26 SECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES
SECTION 110 INSPECTIONS
29 SECTION 111 CERTIFICATE OF OCCUPANCY
30 SECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALS RESERVED
SECTION 114 VIOLATIONS RESERVED
SECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT RESERVED
32 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS
46 CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A
47 SECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F
48 SECTION 307 HIGH-HAZARD GROUP H
49 [F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
50 [F] TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
51 [F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
56 SECTION 308 INSTITUTIONAL GROUP I
57 SECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R
58 SECTION 311 STORAGE GROUP S
59 SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
SECTION 313 DAY CARE OCCUPANCY GROUP D
60 CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
64 SECTION 403 HIGH-RISE BUILDINGS
65 TABLE 403.2.4 MINIMUM BOND STRENGTH
66 SECTION 404 ATRIUMS
67 SECTION 405 UNDERGROUND BUILDINGS
68 SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
70 TABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT
72 SECTION 407 GROUP I-2
73 SECTION 408 GROUP I-3
75 SECTION 409 MOTION PICTURE PROJECTION ROOMS
76 SECTION 410 STAGES AND PLATFORMS
78 SECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
79 TABLE 412.3.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
80 [F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
81 SECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS
82 [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
84 [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
TABLE [F] 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA
85 [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa
86 SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
89 [F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
90 TABLE 415.3.1—continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS
91 [F] TABLE 415.3.2 DETACHED BUILDING REQUIRED
93 [F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
98 SECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 HOSPITALS
106 SECTION 420 NURSING HOMES
117 TABLE 420.3.18.1 PLUMBING FIXTURES AND MINIMUM TRIM
122 SECTION 421 AMBULATORY SURGICAL CENTERS
126 SECTION 422 BIRTHING CENTERS
127 SECTION 423 STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES
145 SECTION 424 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE)
152 TABLE 424.1.6.1 PUBLIC SWIMMING POOL—REQUIRED FIXTURE COUNT
170 SECTION 425 PUBLIC LODGING ESTABLISHMENTS
171 SECTION 426 PUBLIC FOOD SERVICE ESTABLISHMENTS
172 SECTION 427 MENTAL HEALTH PROGRAMS
180 SECTION 428 MANUFACTURED BUILDINGS
182 SECTION 429 BOOT CAMPS FOR CHILDREN
SECTION 430 MAUSOLEUMS AND COLUMBARIUMS
184 SECTION 431 TRANSIENT PUBLIC LODGING ESTABLISHMENTS
SECTION 432 USE OF ASBESTOS IN NEW PUBLIC BUILDINGS OR BUILDINGS NEWLY CONSTRUCTED FOR LEASE TO GOVERNMENT ENTITIES-PROHIBITION
SECTION 433 ADULT DAY CARE
185 SECTION 434 ASSISTED LIVING FACILITIES
188 SECTION 435 CONTROL OF RADIATION HAZARDS
190 TABLE TIME-TEMPERATURE CHART
192 SECTION 436 DAY-CARE OCCUPANCIES
193 TABLE 436.5 DAY-CARE LOCATION AND TYPE OF CONSTRUCTION
194 SECTION 437 HOSPICE INPATIENT FACILITIES AND UNITS AND HOSPICE RESIDENCES
197 SECTION 438 LIVE/WORK UNITS
SECTION 439 GROUPS I-1, R-1, R-2, R-3
198 SECTION 440 HYDROGEN CUTOFF ROOMS
SECTION 441 AMBULATORY HEALTH CARE FACILITIES
199 SECTION 442 STORM SHELTERS
SECTION 443 SCHOOLS, COLLEGES AND UNIVERSITIES
202 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
203 TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa
204 SECTION 505 MEZZANINES
205 SECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2
206 SECTION 507 UNLIMITED AREA BUILDINGS
207 SECTION 508 MIXED USE AND OCCUPANCY
208 TABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES
209 SECTION 509 SPECIAL PROVISIONS
210 TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (hours)
214 CHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours)
SECTION 602 CONSTRUCTION CLASSIFICATION
215 TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
TABLE 602.4 WOOD MEMBER SIZE
216 SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
218 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
219 SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
220 SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
222 SECTION 705 EXTERIOR WALLS
EQUATION 7-1
223 EQUATION 7-2
FIGURE 705.7 EQUIVALENT OPENING FACTOR
224 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
226 SECTION 706 FIRE WALLS
TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
228 SECTION 707 FIRE BARRIERS
229 TABLE 707.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
SECTION 708 SHAFT ENCLOSURES
233 SECTION 709 FIRE PARTITIONS
234 SECTION 710 SMOKE BARRIERS
235 SECTION 711 SMOKE PARTITIONS
SECTION 712 HORIZONTAL ASSEMBLIES
236 SECTION 713 PENETRATIONS
238 SECTION 714 FIRE-RESISTANT JOINT SYSTEMS
239 TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS
240 SECTION 715 OPENING PROTECTIVES
242 TABLE 715.5.4 LIMITING SIZES OF WIRED GLASS PANELS
243 TABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
SECTION 716 DUCTS AND AIR TRANSFER OPENINGS
TABLE 716.3.2.1 FIRE DAMPER RATING
247 SECTION 717 CONCEALED SPACES
249 SECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
250 SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS
SECTION 720 PRESCRIPTIVE FIRE RESISTANCE
251 TABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
252 TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
253 TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
254 TABLE 720.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
255 TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
256 TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
257 TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
258 TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
259 TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
260 TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
261 TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
262 TABLE 720.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
263 TABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
264 TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
265 TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
266 TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
267 TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
268 TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
269 TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
270 TABLE 720.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
271 TABLE 720.1(3) NOTES
SECTION 721 CALCULATED FIRE RESISTANCE
272 TABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3
273 FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
TABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
EQUATION 7-4
TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59
274 FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
275 TABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
276 TABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5
FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
277 FIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
278 TABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
279 TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
280 TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
EQUATION 7-6
281 EQUATION 7-7
TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
282 TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 721.3.5 MINIMUM DIMENSION OFCONCRETE MASONRY COLUMNS (inches)
TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
EQUATION 7-8
283 TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
EQUATION 7-9
EQUATION 7-10
TABLE 721.4.1(3) VALUES OF Rn0.59
TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 721.4.1(5) REINFORCED MASONRY LINTELS
284 TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-11
FIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
285 TABLE 721.5.1(1) W/D RATIOS FOR STEEL COLUMNS
286 EQUATION 7-12
EQUATION 7-13
FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
287 FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM
FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
EQUATION 7-14
288 TABLE 721.5.1(2) PROPERTIES OF CONCRETE
TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
EQUATION 7-15
289 FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
EQUATION 7-16
FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
290 FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17
291 TABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
292 TABLE 721.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
293 TABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
294 TABLE 721.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
295 TABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
296 TABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)]
TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)]
297 TABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)]
TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)]
298 TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES
TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
299 TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
EQUATION 7-18
TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
300 EQUATION 7-19
EQUATION 7-20
EQUATION 7-21
FIGURE 721.6.3(1) LOAD FIGURE
FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS
302 CHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES
304 TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
305 SECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
[F] SECTION 806 DECORATIVE MATERIALS AND TRIM
306 SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS
308 CHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS
311 SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
312 [F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
314 [F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
316 SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
318 SECTION 905 STANDPIPE SYSTEMS
320 SECTION 906 PORTABLE FIRE EXTINGUISHERS
[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE RESERVED
321 [F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
[F] TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
330 [F] TABLE 907.5.2.3.3 VISIBLE ALARMS
331 SECTION 908 EMERGENCY ALARM SYSTEMS
SECTION 909 SMOKE CONTROL SYSTEMS
333 EQUATION 9-1
EQUATION 9-2
334 EQUATION 9-3
338 SECTION 910 SMOKE AND HEAT VENTS
339 [F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa
340 EQUATION 9-4
SECTION 911 FIRE COMMAND CENTER
341 SECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 913 FIRE PUMPS
342 SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE
SECTION 916 CARBON MONOXIDE PROTECTION
344 CHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
346 SECTION 1003 GENERAL MEANS OF EGRESS
347 SECTION 1004 OCCUPANT LOAD
TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
348 TABLE 1004.1.1—continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
SECTION 1005 EGRESS WIDTH
349 SECTION 1006 MEANS OF EGRESS ILLUMINATION
350 TABLE 1006 EMERGENCY LIGHTING REQUIREMENTS
352 SECTION 1007 ACCESSIBLE MEANS OF EGRESS
SECTION 1008 DOORS, GATES AND TURNSTILES
353 TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS
356 TABLE EXTERIOR FLOOR LEVEL COMPLIANCE
360 SECTION 1009 STAIRWAYS
363 SECTION 1010 RAMPS
365 SECTION 1011 EXIT SIGNS
366 SECTION 1012 HANDRAILS
367 SECTION 1013 GUARDS
368 SECTION 1014 EXIT ACCESS
369 SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
370 TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
371 SECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa
SECTION 1017 AISLES
372 SECTION 1018 CORRIDORS
373 TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
SECTION 1019 EGRESS BALCONIES
SECTION 1020 EXITS
374 SECTION 1021 NUMBER OF EXITS AND CONTINUITY
TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD
SECTION 1022 EXIT ENCLOSURES
375 TABLE 1021.2 STORIES WITH ONE EXIT
377 SECTION 1023 EXIT PASSAGEWAYS
SECTION 1024 LUMINOUS EGRESS PATH MARKINGS
378 SECTION 1025 HORIZONTAL EXITS
379 SECTION 1026 EXTERIOR EXIT RAMPS AND STAIRWAYS
380 SECTION 1027 EXIT DISCHARGE
381 SECTION 1028 ASSEMBLY
382 TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
383 TABLE 1028.9.2.1 CAPACITY FACTORS
384 TABLE 1028.10.2 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
386 SECTION 1029 EMERGENCY ESCAPE AND RESCUE
387 SECTION 1030 BUSINESS
SECTION 1031 EDUCATIONAL
388 SECTION 1032 FACTORY-INDUSTRIAL
SECTION 1033 INSTITUTIONAL
389 SECTION 1034 MERCANTILE
SECTION 1035 RESIDENTIAL
SECTION 1036 STORAGE
390 SECTION 1037 DAY CARE
391 SECTION 1038 BOILER, FURNACE AND MECHANICAL EQUIPMENT ROOMS
392 CHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
394 CHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION
395 SECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING
396 SECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS
397 SECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 SURROUNDING MATERIALS
398 CHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL
400 CHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS
401 SECTION 1404 MATERIALS
402 TABLE STRIKE TABLE
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
403 SECTION 1405 INSTALLATION OF WALL COVERINGS
TABLE 1405.3.1 CLASS III VAPOR RETARDERS
407 SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS
408 SECTION 1407 METAL COMPOSITE MATERIALS (MCM)
409 SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-VELOCITY HURRICANE ZONES OTHER MATERIALS
412 CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
413 SECTION 1503 WEATHER PROTECTION
TABLE 1503.2 METAL FLASHING MATERIAL
SECTION 1504 PERFORMANCE REQUIREMENTS
414 SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
415 SECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
416 TABLE 1507.2.7.1 CLASSIFICATION OF ASPHALT SHINGLES
418 TABLE 1507.4.3(1) METAL ROOF COVERINGS
419 TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
TABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
420 TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
421 TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
422 SECTION 1508 ROOF INSULATION
423 TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES
424 TABLE 1509.7 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS
425 SECTION 1510 REROOFING
SECTION 1511 RESERVED
SECTION 1512 HIGH-VELOCITY HURRICANE ZONES—GENERAL
426 SECTION 1513 HIGH-VELOCITY HURRICANE ZONES—DEFINITIONS
428 SECTION 1514 HIGH-VELOCITY HURRICANE ZONES—WEATHER PROTECTION
429 SECTION 1515 HIGH-VELOCITY HURRICANE ZONES—PERFORMANCE REQUIREMENTS
430 TABLE 1515.2 MINIMUM SLOPE
SECTION 1516 HIGH-VELOCITY HURRICANE ZONES—FIRE CLASSIFICATION
SECTION 1517 HIGH-VELOCITY HURRICANE ZONES—MATERIALS
431 SECTION 1518 HIGH-VELOCITY HURRICANE ZONES—ROOF COVERINGS WITH SLOPES 2:12 OR GREATER
434 SECTION 1519 HIGH-VELOCITY HURRICANE ZONES—ROOF COVERINGS WITH SLOPES LESS THAN 2:12
435 TABLE 1519.3A SLOPE AND APPLICATION TEMPERATURE CRITERIA
TABLE 1519.3B SLOPE AND APPLICATION TEMPERATURE CRITERIA
436 SECTION 1520 HIGH-VELOCITY HURRICANE ZONES—ROOF INSULATION
437 SECTION 1521 HIGH-VELOCITY HURRICANE ZONES—REROOFING
438 SECTION 1522 HIGH-VELOCITY HURRICANE ZONES—ROOFTOP STRUCTURES AND COMPONENTS
439 TABLE 1522.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS
SECTION 1523 HIGH-VELOCITY HURRICANE ZONES—TESTING
442 SECTION 1524 HIGH-VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
444 SECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
450 CHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
451 SECTION 1603 CONSTRUCTION DOCUMENTS
452 SECTION 1604 GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 DEFLECTION LIMITS
454 TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
SECTION 1605 LOAD COMBINATIONS
455 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
EQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
456 SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS
TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
457 TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
458 TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS
459 EQUATION 16-22
TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-23
460 EQUATION 16-24
EQUATION 16-25
EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
461 SECTION 1608 SNOW LOADS RESERVED
SECTION 1609 WIND LOADS
463 FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, Valt FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
464 FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, Valt FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
465 FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, Valt FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
466 TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
467 EQUATION 16-32
TABLE 1609.3.1 WIND SPEED CONVERSIONS
468 EQUATION 16-33
469 EQUATION 16-34
470 TABLE 1609.6.2(1) WIND STAGNATION PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa
TABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cnet
471 TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
472 TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
473 TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
474 TABLE 1609.6.2(2)—continued NET PRESSURE COEFFICIENTS, Cnet
TABLE 1609.7(1) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)
TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (λ)
475 SECTION 1610 SOIL LATERAL LOADS
TABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
EQUATION 16-35
476 [P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
477 [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
478 [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
479 [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
480 [P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
481 SECTION 1612 FLOOD LOADS
483 TABLE 1612.1 CROSS REFERENCES DEFINING FLOOD RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE
484 TABLE 1612.1—continued CROSS REFERENCES DEFINING FLOOD RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE
485 SECTION 1613 EARTHQUAKE LOADS RESERVED
SECTION 1614 STRUCTURAL INTEGRITY
EQUATION 16-46
486 FIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
EQUATION 16-47
487 SECTION 1615 HIGH-VELOCITY HURRICANE ZONES—DEFLECTION, VOLUME CHANGES AND MINIMUM LOADS
488 TABLE 1615 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
489 SECTION 1616 HIGH-VELOCITY HURRICANE ZONES—ROOF LIVE LOADS
SECTION 1617 HIGH-VELOCITY HURRICANE ZONES—ROOF DRAINAGE
FIGURE 1617.3 REQUIRED AREA OF OVERFLOW SCUPPERS
SECTION 1618 HIGH-VELOCITY HURRICANE ZONES—SPECIAL LOAD CONSIDERATIONS
491 SECTION 1619 HIGH VELOCITY HURRICANE ZONES—LIVE LOAD REDUCTIONS
SECTION 1620 HIGH-VELOCITY HURRICANE ZONES—WIND LOADS
492 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
SECTION 1624 HIGH-VELOCITY HURRICANE ZONES—FOUNDATION DESIGN
493 SECTION 1625 HIGH-VELOCITY HURRICANE ZONES—LOAD TESTS
TABLE 1625.4 FATIGUE LOADING SEQUENCE
SECTION 1626 HIGH-VELOCITY HURRICANE ZONES—IMPACT TESTS FOR WIND-BORNE DEBRIS
494 TABLE 1626 CYCLIC WIND PRESSURE LOADING
498 CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS
499 SECTION 1704 SPECIAL INSPECTIONS RESERVED
SECTION 1705 STATEMENT OF SPECIAL INSPECTIONS RESERVED
SECTION 1706 SPECIAL INSPECTIONS FORWIND REQUIREMENTS RESERVED
SECTION 1707 SPECIAL INSPECTIONS FORSEISMIC RESISTANCE RESERVED
SECTION 1708 STRUCTURAL TESTING FORSEISMIC RESISTANCE RESERVED
SECTION 1709 CONTRACTOR RESPONSIBILITY RESERVED
SECTION 1710 STRUCTURAL OBSERVATIONS RESERVED
SECTION 1711 DESIGN STRENGTHS OF MATERIALS
500 SECTION 1712 ALTERNATIVE TEST PROCEDURE
SECTION 1713 TEST SAFE LOAD
SECTION 1714 IN-SITU LOAD TESTS
SECTION 1715 PRECONSTRUCTION LOAD TESTS
504 TABLE 1715.5.3 MINIMUM TEST SIZES, INCLUDING FRAMING
505 SECTION 1716 MATERIAL AND TEST STANDARDS
508 CHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS
510 SECTION 1804 EXCAVATION, GRADING AND FILL
SECTION 1805 DAMPPROOFING AND WATERPROOFING
512 SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
513 SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
514 TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
515 TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
516 TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≄ 5 INCHES
517 TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≄ 6.75 INCHES
518 TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≄ 8.75 INCHES
EQUATION 18-1
EQUATION 18-2
519 EQUATION 18-3
TABLE 1807.2.3 REINFORCEMENT FOR MASONRY RETAINING WALLSa
SECTION 1808 FOUNDATIONS
521 FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
SECTION 1809 SHALLOW FOUNDATIONS
522 TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f”ÂČ c OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER
523 TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
SECTION 1810 DEEP FOUNDATIONS
526 TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
527 EQUATION 18-4
529 EQUATION 18-11
532 SECTION 1811 — 1815 RESERVED
SECTION 1816 TERMITE PROTECTION
SECTION 1817 HIGH-VELOCITY HURRICANE ZONES –EXCAVATIONS
533 SECTION 1818 HIGH-VELOCITY HURRICANE ZONES—BEARING CAPACITY OF SOIL
SECTION 1819 HIGH-VELOCITY HURRICANE ZONES—SOIL BEARING FOUNDATIONS
TABLE FOOTINGS UNDER WALLS MINIMUMS
TABLE MINIMUM SIZE OF FOUNDATIONS FOR MASONRY FENCES, FLOWER BINS, STEPS AND OTHER SIMILAR DECORATIVE STRUCTURES
TABLE MINIMUM CONTINUOUS FOOTINGS
535 TABLE 1819.6 ALLOWABLE LATERAL PRESSURE
SECTION 1820 HIGH-VELOCITY HURRICANE ZONES—CONCRETE SLABS ON FILL
536 SECTION 1821 HIGH-VELOCITY HURRICANE ZONES—MONOLITHIC FOOTINGS
TABLE MONOLITHIC FOOTINGS UNDER WALLS MINIMUMS
TABLE CONTINUOUS MONOLITHIC FOOLTINS MINIMUMS
537 SECTION 1822 HIGH-VELOCITY HURRICANE ZONES—PILE FOUNDATIONS
EQUATION ALLOWABLE LOAD FOR A GROUP
538 EQUATION DROP HAMMER
EQUATION SINGLE ACTING HAMMERS
EQUATION DOUBLE ACTING HAMMERS
SECTION 1823 HIGH-VELOCITY HURRICANE ZONES—WOOD PILES
539 TABLE 1823
SECTION 1824 HIGH-VELOCITY HURRICANE ZONES—PRECAST CONCRETE PILES
TABLE 1824
SECTION 1825 HIGH-VELOCITY HURRICANE ZONES —PRESTRESSED PRECAST CONCRETE PILES
540 SECTION 1826 HIGH-VELOCITY HURRICANE ZONES—CAST-IN-PLACE
SECTION 1827 HIGH-VELOCITY HURRICANE ZONES—ROLLED STRUCTURAL SHAPES
SECTION 1828 HIGH-VELOCITY HURRICANE ZONES—SPECIAL PILES OR SPECIAL CONDITIONS
SECTION 1829 HIGH-VELOCITY HURRICANE ZONES—LOAD TESTS ON PILES
541 SECTION 1830 HIGH-VELOCITY HURRICANE ZONES—FOUNDATION WALLS AND GRADE BEAMS
SECTION 1831 HIGH-VELOCITY HURRICANE ZONES—GRADES UNDER BUILDINGS
SECTION 1832 HIGH-VELOCITY HURRICANE ZONES—RETAINING WALLS
SECTION 1833 HIGH-VELOCITY HURRICANE ZONES—SEAWALLS AND BULKHEADS
542 SECTION 1834 HIGH-VELOCITY HURRICANE ZONES—SOIL IMPROVEMENT
544 CHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS
545 TABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f”ÂČ c)
FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETE
546 SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING
547 SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION 1907 DETAILS OF REINFORCEMENT
548 SECTION 1908 MODIFICATIONS TO ACI 318 RESERVED
SECTION 1909 STRUCTURAL PLAIN CONCRETE
SECTION 1910 MINIMUM SLAB PROVISIONS
549 SECTION 1911 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN
EQUATION 19-1
TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
550 SECTION 1912 ANCHORAGE TO CONCRETE—STRENGTH DESIGN
SECTION 1913 SHOTCRETE
551 SECTION 1914 REINFORCED GYPSUM CONCRETE
SECTION 1915 CONCRETE-FILLED PIPE COLUMNS
SECTION 1916 RESERVED
SECTION 1917 LIGHTWEIGHT INSULATING CONCRETE ROOF DECK
553 SECTION 1918 SPECIAL WIND PROVISIONS FOR CONCRETE
SECTION 1919 HIGH-VELOCITY HURRICANE ZONES—GENERAL
SECTION 1920 HIGH-VELOCITY HURRICANE ZONES—STANDARDS
SECTION 1921 HIGH-VELOCITY HURRICANE ZONES—DEFINITIONS
554 SECTION 1922 HIGH-VELOCITY HURRICANE ZONES—MATERIALS
555 SECTION 1923 HIGH-VELOCITY HURRICANE ZONES—CONCRETE QUALITY
556 SECTION 1924 HIGH-VELOCITY HURRICANE ZONES—MIXING AND PLACING CONCRETE
557 SECTION 1925 HIGH-VELOCITY HURRICANE ZONES—FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
559 SECTION 1926 HIGH-VELOCITY HURRICANE ZONES—DETAILS OF REINFORCEMENT
560 SECTION 1927 HIGH-VELOCITY HURRICANE ZONES—PRECAST CONCRETE UNITS
562 SECTION 1928 HIGH-VELOCITY HURRICANE ZONES —PRESTRESSED CONCRETE
563 SECTION 1929 HIGH-VELOCITY HURRICANE ZONES—PNEUMATICALLY PLACED CONCRETE (SHOTCRETE)
566 CHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
567 TABLE 2002.4 DESIGN WIND PRESSURES FOR ALUMINUM SCREENED ENCLOSURESa, b, c, i (STRENGTH DESIGN OR LRFD ONLY)
SECTION 2003 HIGH-VELOCITY HURRICANE ZONES—ALUMINUM
568 TABLE 2002.4A HEIGHT ADJUSTMENT FACTORS
572 CHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS
575 SECTION 2103 MASONRY CONSTRUCTION MATERIALS
576 TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104 CONSTRUCTION
577 SECTION 2105 QUALITY ASSURANCE
TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
578 SECTION 2106 SEISMIC DESIGN RESERVED
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1
579 SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
580 EQUATION 21-2
TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
581 SECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES
583 FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS
584 SECTION 2113 MASONRY CHIMNEYS
586 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
587 FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
588 SECTION 2114 TERMITE INSPECTION
SECTION 2115 SPECIAL WIND PROVISIONS FOR MASONRY
SECTIONS 2116 – 2117 RESERVED
SECTION 2118 HIGH-VELOCITY HURRICANE ZONES—DESIGN
SECTION 2119 HIGH-VELOCITY HURRICANE ZONES—QUALITY, TESTS, AND APPROVALS
590 TABLE MORTAR STRENGTH PROPERTY SPECIFICATIONS
TABLE TYPE OF MORTAR BASED ON LOCATION
SECTION 2120 HIGH-VELOCITY HURRICANE ZONES—ALLOWABLE UNIT STRESSES IN UNIT MASONRY
TABLE ALLOWABLE WORKING COMPRESSIVE STRESSES IN MASONRY WALLS MAXIMUM
SECTION 2121 HIGH-VELOCITY HURRICANE ZONES—CONSTRUCTION DETAILS
595 SECTION 2122 HIGH-VELOCITY HURRICANE ZONES—REINFORCED UNIT MASONRY
598 CHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL
SECTION 2206 STEEL JOISTS
599 SECTION 2207 STEEL CABLE STRUCTURES
SECTION 2208 STEEL STORAGE RACKS
SECTION 2209 COLD-FORMED STEEL
600 SECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
SECTION 2211 GABLE END WALLS
SECTIONS 2212-2213 RESERVED
SECTION 2214 HIGH-VELOCITY HURRICANE ZONES—GENERAL—STEEL CONSTRUCTION
602 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
SECTION 2219 HIGH-VELOCITY HURRICANE ZONES—TUBULAR COLUMNS
SECTION 2220 HIGH-VELOCITY HURRICANE ZONES—PROTECTION OF METAL
603 SECTION 2221 HIGH-VELOCITY HURRICANE ZONES—GENERAL—OPEN WEB STEEL JOISTS
604 SECTION 2222 HIGH-VELOCITY HURRICANE ZONES—COLD-FORMED STEEL CONSTRUCTION
605 SECTION 2223 HIGH-VELOCITY HURRICANE ZONES—PRE-ENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PRE-ENGINEERED STRUCTURES)
607 SECTION 2224 HIGH-VELOCITY HURRICANE ZONES—CHAIN LINK FENCES
TABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS
608 CHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
609 SECTION 2303 MINIMUM STANDARDS AND QUALITY
613 SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
614 TABLE 2304.6.1 MAXIMUM Vasd AS DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 (mph) (3-SECOND GUST) PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
616 TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS
617 TABLE 2304.7(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 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b
619 TABLE 2304.9.1 FASTENING SCHEDULE
620 TABLE 2304.9.1—continued FASTENING SCHEDULE
621 TABLE 2304.9.1—continued FASTENING SCHEDULE
623 SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS
624 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
SECTION 2306 ALLOWABLE STRESS DESIGN
625 TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
626 TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
627 SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
628 TABLE 2306.2.1(1) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND LOADINGh
629 TABLE 2306.2.1(1)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND LOADINGh
630 TABLE 2306.2.1(2) ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND LOADINGb, g, h
631 TABLE 2306.2.1(2)—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND LOADING
632 TABLE 2306.3 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND LOADINGb, h, i, j, l
633 TABLE 2306.3—continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, j, l
TABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb
TABLE 2306.6 ALLOWABLE SHEAR VALUES (plf) FOR WIND LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY
634 TABLE 2306.7 ALLOWABLE SHEAR FOR WIND FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES
637 TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 pounds per square foot, L/Δ = 360)
638 TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 pounds per square foot, L/Δ = 360)
639 TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 pounds per square foot, L/Δ = 360)
640 TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 pounds per square foot, L/Δ = 360)
641 TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
643 FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
644 TABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
645 TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5) HARDBOARD SIDING
646 FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
647 TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
648 TABLE 2308.9.5—continued HEADER AND GIRDER SPANSaFOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
649 TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
650 TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 30 POUNDS PER SQUARE FOOT, CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180) RESERVED
TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES. (GROUND SNOW LOAD = 50 POUNDS PER SQUARE FOOT. CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180). RESERVED
TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 30 POUNDS PER SQUARE FOOT, CEILING ATTACHED TO RAFTERS, L/Δ – 240). RESERVED
TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES. (GROUND SNOW LOAD = 50 POUNDS PER SQUARE FOOT. CEILING ATTACHED TO RAFTERS, L/Δ = 240). RESERVED
651 TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
652 TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds per square foot, L/Δ = 240)
653 TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds per square foot, L/Δ = 240)
654 TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240)
655 TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240)
656 TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
657 TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
658 TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 240)
659 TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 240)
660 TABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg
661 TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
662 TABLE 2308.10.9–continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
TABLE 2308.12.4 RESERVED
SECTIONS 2309-2313 RESERVED
SECTION 2314 HIGH-VELOCITY HURRICANE ZONES
664 SECTION 2315 HIGH-VELOCITY HURRICANE ZONES—QUALITY
665 TABLE 2315.4.2 MINIMUM GRADE REQUIREMENTS: BOARD GRADES
SECTION 2316 HIGH-VELOCITY HURRICANE ZONES—SIZES
SECTION 2317 HIGH-VELOCITY HURRICANE ZONES—UNIT STRESSES
666 SECTION 2318 HIGH-VELOCITY HURRICANE ZONES—VERTICAL FRAMING
667 SECTION 2319 HIGH-VELOCITY HURRICANE ZONES –HORIZONTAL FRAMING
672 SECTION 2320 HIGH-VELOCITY HURRICANE ZONES —FIRESTOPS
673 SECTION 2321 HIGH-VELOCITY HURRICANE ZONES —ANCHORAGE
674 SECTION 2322 HIGH-VELOCITY HURRICANE ZONES —SHEATHING
TABLE 2322.1.6 PLYWOOD SUBFLOOR1
675 TABLE 2322.1.13 ALLOWABLE SPAN FOR PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT1 (SINGLE FLOOR PANELS)
676 TABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1
SECTION 2323 HIGH-VELOCITY HURRICANE ZONES—FURRING
SECTION 2324 HIGH-VELOCITY HURRICANE ZONES—CONNECTORS
677 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
679 SECTION 2327 HIGH-VELOCITY HURRICANE ZONES—FIRE RETARDANT WOOD
SECTION 2328 HIGH-VELOCITY HURRICANE ZONES—WOOD FENCES
SECTION 2329 HIGH-VELOCITY HURRICANE ZONES—FIRE-RETARDANT-TREATED SHAKES AND SHINGLES
680 SECTION 2330 HIGH-VELOCITY HURRICANE ZONES—WOOD BLOCKING
682 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
683 EQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
684 EQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
685 EQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
686 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
687 SECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES
688 SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
SECTION 2410 HIGH-VELOCITY HURRICANE ZONES—GENERAL
689 SECTION 2411 HIGH-VELOCITY HURRICANE ZONES—WINDOWS, DOORS, GLASS AND GLAZING
693 SECTION 2412 HIGH-VELOCITY HURRICANE ZONES—GLASS VENEER
SECTION 2413 HIGH-VELOCITY HURRICANE ZONES—STORM SHUTTERS/EXTERNAL PROTECTIVE DEVICES
694 SECTION 2414 HIGH-VELOCITY HURRICANE ZONES—CURTAIN WALLS
SECTION 2415 HIGH-VELOCITY HURRICANE ZONES—STRUCTURAL GLAZING SYSTEMS
696 CHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
697 SECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
698 TABLE 2508.5 ALLOWABLE SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERSAND WATER CLOSETS
699 SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
700 SECTION 2512 EXTERIOR PLASTER
TABLE 2512.6 CEMENT PLASTERSa
SECTION 2513 EXPOSED AGGREGATE PLASTER
701 SECTION 2514 HIGH-VELOCITY HURRICANE ZONES—LATHING
702 TABLE 2514.3.2 WEIGHTS OF METAL AND WIRE LATH(*)
TABLE 2514.5.2 SPANS AND SPACING OF MAIN RUNNERS
TABLE 2514.5.3 SIZES OF CROSS FURRING IN SUSPENDED AND FURRED CEILINGS
703 TABLE 2514.5.4 HANGERS SUPPORTING SUSPENDED CEILINGS
SECTION 2515 HIGH-VELOCITY HURRICANE ZONES—PLASTER
TABLE 2515.1.5 REQUIRED THICKNESS OF INTERIOR PLASTER
704 TABLE 2515.3.1.1 GYPSUM AND HARDWALL PLASTER
705 SECTION 2516 HIGH-VELOCITY HURRICANE ZONES—STUCCO
706 SECTION 2517 HIGH-VELOCITY HURRICANE ZONES — GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS
707 SECTION 2518 HIGH-VELOCITY HURRICANE ZONES —SUSPENDED AND FURRED CEILINGS
SECTION 2519 HIGH-VELOCITY HURRICANE ZONES —ASBESTOS
SECTION 2520 HIGH-VELOCITY HURRICANE ZONES — TILE
708 CHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION
711 SECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS
713 SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
714 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
715 SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 HIGH-VELOCITY HURRICANE ZONES—PLASTICS
718 TABLE 2612.4.3.1.3 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR PLASTIC WALL PANELS IN NONFIRE-RATED WALLS
719 TABLE 2612.4.4.4 AREA LIMITATIONS FOR ROOF PANELS
720 SECTION 2613 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER
721 SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
722 CHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
[F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
SECTION 2703 CROSS REFERENCES
TABLE 2703 CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE
SECTION 2704 BONDING METAL FRAMING MEMBERS
723 TABLE 2703—continued CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE
724 TABLE 2703—continued FLORIDA BUILDING CODE—RESIDENTIAL
725 TABLE 2703—continued FLORIDA BUILDING CODE—MECHANICAL
726 TABLE 2703—continued FLORIDA BUILDING CODE—FUEL GAS
728 CHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL
730 CHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FIXTURES RESERVED
732 CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
733 SECTION 3002 HOISTWAY ENCLOSURES
[F] SECTION 3003 EMERGENCY OPERATIONS
734 SECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS
735 SECTION 3006 MACHINE ROOMS
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
736 SECTION 3008 OCCUPANT EVACUATION ELEVATORS
737 SECTION 3009 ELEVATOR ACCESSIBILITY REQUIREMENTS FOR THE PHYSICALLY HANDICAPPED
738 SECTION 3010 SERIAL NUMBERS
SECTION 3011 ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC ELEVATOR CYLINDERS
SECTION 3012 BULLETIN BOARDS
739 SECTION 3013 ALTERATIONS TO ELECTRIC AND HYDRAULIC ELEVATORS AND ESCALATORS
740 CHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES
741 SECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
742 SECTION 3105 AWNINGS AND CANOPIES
743 SECTION 3106 MARQUEES
744 SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE
747 SECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 DEPOSIT OF MATERIAL IN TIDE WATER REGULATED
748 SECTION 3112 LIGHTING, MIRRORS, LANDSCAPING
SECTION 3113 AIRPORT NOISE
750 CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS
752 CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
753 TABLE 3306.1 PROTECTION OF PEDESTRIANS
754 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
755 SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
756 CHAPTER 34 EXISTING BUILDINGS AND STRUCTURES
SECTION 3401 GENERAL
SECTION 3402 DEFINITIONS RESERVED
SECTION 3403 ADDITIONS RESERVED
SECTION 3404 ALTERATIONS RESERVED
SECTION 3405 REPAIRS RESERVED
SECTION 3406 FIRE ESCAPES RESERVED
SECTION 3407 GLASS REPLACEMENT RESERVED
SECTION 3408 CHANGE OF OCCUPANCY RESERVED
SECTION 3409 HISTORIC BUILDINGS RESERVED
SECTION 3410 MOVED STRUCTURES RESERVED
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS RESERVED
SECTION 3412 COMPLIANCE ALTERNATIVES RESERVED
758 CHAPTER 35 REFERENCED STANDARDS
AA
AAF
AAMA
759 AASHTO
ACI
AF&PA
760 AHA
AISC
AISI
761 AITC
ALI
AMCA
ANSI
762 APA
763 APSP
ASABE
ASCE/SEI
764 ASHRAE
ASME
ASTM
771 AWCI
AWPA
772 AWS
BHMA
CGSB
CPA
773 CPSC
CSA
CSSB
DASMA
DECO
774 DOC/NIST
DOL/OSHA
DOT
EN
FEMA
775 FGI
FINA
FLORIDA CODES
777 FM
FRSA
GA
GSA
HPVA
HUD
778 ICC
IESNA
ISO
NAAMM
NCMA
NFPA
780 NRCA
PCA
PCI
PTI
RCSC
781 RMI
SDI
SDI
SFPA
SFPE
782 SJI
SMA
SPRI
SSPC
STI
TECO
783 TIA
TMS
TPI
UL
784 ULC
USC
785 WDMA
WRI
786 CHAPTER 36 FLORIDA FIRE PREVENTION CODE
SECTION 3601 GENERAL
788 APPENDIX A EMPLOYEE QUALIFICATIONS
790 APPENDIX B CHAPTER 9B-52 F.A.C. FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION
791 TABLE OF CONTENTS
792 CHAPTER B101 GENERAL
SECTION B101 GENERAL
SECTION B102 INTENT
SECTION B103 SCOPE
SECTION B104 COMPLIANCE
CHAPTER B201 DEFINITIONS
SECTION B201 GENERAL
SECTION B202 DEFINITIONS
793 CHAPTER B301 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL
SECTION B301 GENERAL
SECTION B302 SUB-SLAB AND SOIL MEMBRANES
794 SECTION B303 FLOOR SLAB-ON-GRADE BUILDINGS
795 SECTION B304 SLAB-BELOW-GRADE CONSTRUCTION
796 SECTION B305 BUILDINGS WITH CRAWL SPACES
SECTION B306 BUILDINGS WITH COMBINATION FLOOR SYSTEMS
SECTION B307 SPACE CONDITIONING SYSTEMS
798 APPENDIX C CHAPTER 9B-53 F.A.C STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS
799 INTRODUCTION
800 FOREWORD
801 TABLE OF CONTENTS
802 CHAPTER C101 ADMINISTRATION
SECTION C101 GENERAL
SECTION C102 ALTERNATE MATERIALS AND METHODS
SECTION C103 COMPLIANCE
CHAPTER C201 DEFINITIONS
SECTION C201 GENERAL
SECTION C202 DEFINITIONS
803 CHAPTER C301 TESTING
SECTION C301 GENERAL
CHAPTER C401 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING
SECTION C401 GENERAL
SECTION C402 SEALING CRACKS AND JOINTS IN CONCRETE FLOORS AND WALLS
804 SECTION C403 FLOORS OVER CRAWL SPACE
SECTION C404 COMBINED CONSTRUCTION TYPES
SECTION C405 APPROVED SEALANT MATERIALS
SECTION C406 SPACE CONDITIONING AND VENTILATION SYSTEMS
CHAPTER C501 ENGINEERED SYSTEMS
SECTION C501 GENERAL
SECTION C502 DESIGN CRITERIA
805 CHAPTER C601 SOIL DEPRESSURIZATION SYSTEMS
SECTION C601 GENERAL
SECTION C602 SOIL DEPRESSURIZATION SYSTEM INSTALLATION CRITERIA
SECTION C603 SOIL DEPRESSURIZATION SYSTEM DESIGN CRITERIA
806 SECTION C604 CRAWL SPACE VENTILATION
808 APPENDIX D FIRE DISTRICTS
810 APPENDIX E CHAPTER 9 B-67 FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION
812 TABLE OF CONTENTS
813 CHAPTER E101 GENERAL
SECTION E101 GENERAL
SECTION E102 INTENT
SECTION E103 SCOPE
SECTION E104 COMPLIANCE
CHAPTER E201 DEFINITIONS
SECTION E201 GENERAL
814 SECTION E202 DEFINITIONS
816 CHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS
SECTION E301 GENERAL
SECTION E302 SOIL GAS-RETARDER MEMBRANE
817 SECTION E303 CONCRETE FLOORS IN CONTACT WITH SOIL GAS
819 SECTION E304 WALLS IN CONTACT WITH SOIL GAS
SECTION E305 BUILDINGS WITH CRAWL SPACES
820 SECTION E306 SPACE CONDITIONING SYSTEMS AND VENTILATING
SECTION E307 AIR DISTRIBUTION SYSTEMS
CHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS
SECTION E401 GENERAL
821 SECTION E402 SYSTEM COMPONENTS
SECTION E403 ASD SYSTEM DESIGN REQUIREMENTS
824 APPENDIX F RODENTPROOFING
SECTION F101 GENERAL
826 APPENDIX G FLOOD-RESISTANT CONSTRUCTION
828 APPENDIX H SIGNS
830 APPENDIX I PATIO COVERS
832 APPENDIX J GRADING
834 APPENDIX K ADMINISTRATIVE PROVISIONS
836 INDEX
870 ICC -ES ICC EVALUATION SERVICE
871 MORE TOOLS FOR YOUR IBC

Related products

FL BuildingCode 2010
$70.96