{"id":211999,"date":"2024-10-19T13:43:05","date_gmt":"2024-10-19T13:43:05","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-floridabuildingcode-2020\/"},"modified":"2024-10-25T06:31:54","modified_gmt":"2024-10-25T06:31:54","slug":"fl-floridabuildingcode-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-floridabuildingcode-2020\/","title":{"rendered":"FL FloridaBuildingCode 2020"},"content":{"rendered":"

The 7th Edition (2020) update to the Florida Building Code: Building is a fully integrated publication that updates the 6th Edition 2017 Florida Building Code: Building using the latest changes to the 2018 International Building Code\u00ae with customized amendments adopted statewide. Chapter tabs are also included. Effective Date: December 31, 2020<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFLORIDA BUILDING CODE – BULDING, SEVENTH EDITION (2020) <\/td>\n<\/tr>\n
2<\/td>\nFLORIDA BUILDING CODE – BULDING, SEVENTH EDITION (2020) TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
16<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
19<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
SECTION 105 PERMITS <\/td>\n<\/tr>\n
25<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS <\/td>\n<\/tr>\n
26<\/td>\nSECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
30<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES
SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
34<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY
SECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALS
SECTION 114 VIOLATIONS <\/td>\n<\/tr>\n
35<\/td>\nSECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
SECTION 117 VARIANCES IN FLOOD HAZARD AREAS <\/td>\n<\/tr>\n
36<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
68<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 SCOPE
SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
69<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E <\/td>\n<\/tr>\n
70<\/td>\nSECTION 306 FACTORY GROUP F
SECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
72<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
73<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
74<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
75<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
76<\/td>\nSECTION 309 MERCANTILE GROUP M <\/td>\n<\/tr>\n
77<\/td>\nSECTION 310 RESIDENTIAL GROUP R
SECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
78<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
80<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
83<\/td>\nEQUATION 4-1 <\/td>\n<\/tr>\n
84<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
85<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
87<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
88<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
89<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
92<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
93<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
97<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
99<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
100<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
102<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.3.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
104<\/td>\n[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
105<\/td>\nTABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
106<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS
[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
108<\/td>\n[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA <\/td>\n<\/tr>\n
109<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
110<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
112<\/td>\n[F] TABLE 415.6.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
115<\/td>\n[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
119<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS <\/td>\n<\/tr>\n
120<\/td>\nSECTION 419 LIVE\/WORK UNITS
SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 <\/td>\n<\/tr>\n
121<\/td>\nSECTION 421 HYDROGEN FUEL GAS ROOMS <\/td>\n<\/tr>\n
122<\/td>\nSECTION 422 AMBULATORY CARE FACIILITIES
SECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n
123<\/td>\nSECTION 424 CHILDREN\u2019S PLAY STRUCTURES
SECTION 425 HYPERBARIC FACILITIES
SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE <\/td>\n<\/tr>\n
124<\/td>\nSECTIONS [F] 427 THROUGH 448 RESERVED
SECTION 449 HOSPITALS <\/td>\n<\/tr>\n
131<\/td>\nSECTION 450 NURSING HOMES <\/td>\n<\/tr>\n
140<\/td>\nSECTION 451 AMBULATORY SURGICAL CENTERS <\/td>\n<\/tr>\n
144<\/td>\nSECTION 452 BIRTHING CENTERS <\/td>\n<\/tr>\n
145<\/td>\nSECTION 453 STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES <\/td>\n<\/tr>\n
152<\/td>\nTABLE 453.10.3.7(1) LIGHT POLLUTION ZONES
TABLE 453.10.3.7(2) MAXIMUM ALLOWABLE BACKLIGHT RATINGS <\/td>\n<\/tr>\n
164<\/td>\nSECTION 454 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE) <\/td>\n<\/tr>\n
174<\/td>\nTABLE 454.1.6.1 PUBLIC SWIMMING POOL\u2014REQUIRED FIXTURE COUNT <\/td>\n<\/tr>\n
195<\/td>\nSECTION 455 PUBLIC LODGING ESTABLISHMENTS <\/td>\n<\/tr>\n
196<\/td>\nSECTION 456 PUBLIC FOOD SERVICE ESTABLISHMENTS <\/td>\n<\/tr>\n
197<\/td>\nSECTION 457 MENTAL HEALTH PROGRAMS <\/td>\n<\/tr>\n
206<\/td>\nSECTION 458 MANUFACTURED BUILDINGS <\/td>\n<\/tr>\n
208<\/td>\nSECTION 459 BOOT CAMPS FOR CHILDREN
SECTION 460 MAUSOLEUMS AND COLUMBARIUMS <\/td>\n<\/tr>\n
210<\/td>\nSECTION 461 TRANSIENT PUBLIC LODGING ESTABLISHMENTS
SECTION 462 USE OF ASBESTOS IN NEW PUBLIC BUILDINGS OR BUILDINGS NEWLY CONSTRUCTED FOR LEASE TO GOVERNMENT ENTITIES\u2014PROHIBITION
SECTION 463 ADULT DAY CARE <\/td>\n<\/tr>\n
211<\/td>\nSECTION 464 ASSISTED LIVING FACILITIES <\/td>\n<\/tr>\n
214<\/td>\nSECTION 465 CONTROL OF RADIATION HAZARDS <\/td>\n<\/tr>\n
216<\/td>\nTIME-TEMPERATURE CHART <\/td>\n<\/tr>\n
219<\/td>\nSECTION 466 DAY CARE OCCUPANCIES
TABLE 466.5 DAY CARE LOCATION AND TYPE OF CONSTRUCTION <\/td>\n<\/tr>\n
221<\/td>\nSECTION 467 HOSPICE INPATIENT FACILITIES AND UNITS AND HOSPICE RESIDENTIAL FACILITIES <\/td>\n<\/tr>\n
224<\/td>\nSECTION 468 SCHOOLS, COLLEGES AND UNIVERSITIES <\/td>\n<\/tr>\n
226<\/td>\nSECTION 469 OFFICE SURGERY SUITE <\/td>\n<\/tr>\n
230<\/td>\nTABLE 469.4.11.1.3 MINIMUM STATION OUTLETS FOR PIPED GAS SYSTEMS IN OFFICE SURGERY SUITES <\/td>\n<\/tr>\n
232<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS <\/td>\n<\/tr>\n
233<\/td>\nSECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
234<\/td>\nTABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE <\/td>\n<\/tr>\n
235<\/td>\nTABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
236<\/td>\nTABLE 504.4a, b\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
SECTION 506 BUILDING AREA <\/td>\n<\/tr>\n
237<\/td>\nEQUATION 5-1
EQUATION 5-2
EQUATION 5-3 <\/td>\n<\/tr>\n
238<\/td>\nTABLE 506.2a, b ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
239<\/td>\nTABLE 506.2a, b\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
240<\/td>\nTABLE 506.2a, b\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
EQUATION 5-4
EQUATION 5-5
SECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
242<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
243<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <\/td>\n<\/tr>\n
244<\/td>\nSECTION 509 INCIDENTAL USES
TABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n
245<\/td>\nSECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
248<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
249<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
252<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
253<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
255<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
256<\/td>\nEQUATION 7-1 <\/td>\n<\/tr>\n
257<\/td>\nFIGURE 705.7 EQUIVALENT OPENING FACTOR
EQUATION 7-2 <\/td>\n<\/tr>\n
258<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
259<\/td>\nSECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
260<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
262<\/td>\nSECTION 707 FIRE BARRIERS
TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
263<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
264<\/td>\nSECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
265<\/td>\nSECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
266<\/td>\nSECTION 711 FLOOR AND ROOF ASSEMBLIES
SECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
268<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
269<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
272<\/td>\nSECTION 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
273<\/td>\nSECTION 716 OPENING PROTECTIVES
TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
275<\/td>\nTABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
276<\/td>\nTABLE 716.5\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
278<\/td>\nTABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
279<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
280<\/td>\nTABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
284<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
286<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
287<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
288<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
289<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
290<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
291<\/td>\nTABLE 721.1(1) \u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
292<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p <\/td>\n<\/tr>\n
293<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p <\/td>\n<\/tr>\n
294<\/td>\nTABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p <\/td>\n<\/tr>\n
295<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p <\/td>\n<\/tr>\n
296<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p <\/td>\n<\/tr>\n
297<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p <\/td>\n<\/tr>\n
298<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p <\/td>\n<\/tr>\n
299<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p <\/td>\n<\/tr>\n
300<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
301<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
302<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
303<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
304<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
305<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
306<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
307<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
308<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
309<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
310<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q <\/td>\n<\/tr>\n
311<\/td>\nSECTION 722 CALCULATED FIRE RESISTANCE
TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3
EQUATION 7-4 <\/td>\n<\/tr>\n
312<\/td>\nFIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 <\/td>\n<\/tr>\n
313<\/td>\nFIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
314<\/td>\nTABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) <\/td>\n<\/tr>\n
315<\/td>\nFIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
EQUATION 7-5
FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
316<\/td>\nFIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) <\/td>\n<\/tr>\n
317<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
318<\/td>\nTABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
319<\/td>\nEQUATION 7-6
TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa, b, c, d <\/td>\n<\/tr>\n
320<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
321<\/td>\nTABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
EQUATION 7-9
TABLE 722.4.1(3) VALUES OF Rn 0.59 <\/td>\n<\/tr>\n
322<\/td>\nTABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10
EQUATION 7-11
FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
323<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
324<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
325<\/td>\nEQUATION 7-13
EQUATION 7-14
EQUATION 7-15 <\/td>\n<\/tr>\n
326<\/td>\nFIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
EQUATION 7-16 <\/td>\n<\/tr>\n
327<\/td>\nFIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
329<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n
330<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
331<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
332<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
333<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
334<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
335<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
336<\/td>\nTABLE 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)] <\/td>\n<\/tr>\n
337<\/td>\nTABLE 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)] <\/td>\n<\/tr>\n
338<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d
TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAMEa, b, c <\/td>\n<\/tr>\n
339<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
340<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
342<\/td>\nTABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
343<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
344<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
346<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
347<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
349<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
351<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
354<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
356<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
359<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
360<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
370<\/td>\n[F] TABLE 907.5.2.3.2 VISIBLE ALARMS <\/td>\n<\/tr>\n
371<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS
SECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
373<\/td>\nEQUATION 9-1
EQUATION 9-2 <\/td>\n<\/tr>\n
379<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
380<\/td>\nEQUATION 9-3
EQUATION 9-4
SECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
381<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
382<\/td>\nSECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
383<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 CARBON MONOXIDE PROTECTION
SECTION 916 GAS DETECTION SYSTEMS <\/td>\n<\/tr>\n
384<\/td>\nSECTION 917 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
386<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
388<\/td>\nSECTION 1004 OCCUPANT LOAD
TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
389<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
390<\/td>\nSECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
391<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
392<\/td>\nTABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY <\/td>\n<\/tr>\n
393<\/td>\nTABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION <\/td>\n<\/tr>\n
394<\/td>\nSECTION 1008 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
395<\/td>\nSECTION 1009 ACCESSIBLE MEANS OF EGRESS
SECTION 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
396<\/td>\nTABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS <\/td>\n<\/tr>\n
397<\/td>\nTABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n
399<\/td>\nTABLE 1010.1.7 EXTERIOR FLOOR LEVEL DIFFERENCE <\/td>\n<\/tr>\n
404<\/td>\nSECTION 1011 STAIRWAYS <\/td>\n<\/tr>\n
407<\/td>\nSECTION 1012 RAMPS <\/td>\n<\/tr>\n
408<\/td>\nSECTION 1013 EXIT SIGNS <\/td>\n<\/tr>\n
409<\/td>\nSECTION 1014 HANDRAILS <\/td>\n<\/tr>\n
410<\/td>\nSECTION 1015 GUARDS <\/td>\n<\/tr>\n
412<\/td>\nSECTION 1016 EXIT ACCESS <\/td>\n<\/tr>\n
413<\/td>\nSECTION 1017 EXIT ACCESS TRAVEL DISTANCE
TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
SECTION 1018 AISLES <\/td>\n<\/tr>\n
414<\/td>\nSECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
SECTION 1020 CORRIDORS <\/td>\n<\/tr>\n
415<\/td>\nTABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1020.2 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
416<\/td>\nSECTION 1021 EGRESS BALCONIES
SECTION 1022 EXITS <\/td>\n<\/tr>\n
417<\/td>\nSECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
418<\/td>\nSECTION 1024 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
419<\/td>\nSECTION 1025 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
421<\/td>\nSECTION 1026 HORIZONTAL EXITS
SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
422<\/td>\nSECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
423<\/td>\nSECTION 1029 ASSEMBLY <\/td>\n<\/tr>\n
424<\/td>\nTABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
428<\/td>\nTABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
430<\/td>\nSECTION 1030 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
432<\/td>\nCHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 DEFINITIONS
SECTION 1103 SCOPING REQUIREMENTS
SECTION 1104 ACCESSIBLE ROUTE
SECTION 1105 ACCESSIBLE ENTRANCES
SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS
SECTION 1108 SPECIAL OCCUPANCIES
SECTION 1109 OTHER FEATURES AND FACILITIES
SECTION 1110 RECREATIONAL FACILITIES
SECTION 1111 SIGNAGE <\/td>\n<\/tr>\n
434<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
435<\/td>\nTABLE 1203.3 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
436<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
437<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
438<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
440<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
442<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
443<\/td>\nSECTION 1404 MATERIALS <\/td>\n<\/tr>\n
444<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n
445<\/td>\nTABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
TABLE 1405.3.2 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
450<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
451<\/td>\nTABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
SECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
452<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
453<\/td>\nSECTION 1410 PLASTIC COMPOSITE DECKING <\/td>\n<\/tr>\n
454<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS <\/td>\n<\/tr>\n
455<\/td>\nSECTION 1503 WEATHER PROTECTION
TABLE 1503.2 METAL FLASHING MATERIAL <\/td>\n<\/tr>\n
456<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.3.3 CLASSIFICATION OF METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 <\/td>\n<\/tr>\n
457<\/td>\nSECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
458<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
459<\/td>\nTABLE 1507.1.1.1 UNDERLAYMENT WITH SELF-ADHERING STRIPS OVER ROOF DECKING JOINTS <\/td>\n<\/tr>\n
461<\/td>\nTABLE 1507.2.7.1 CLASSIFICATION OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
463<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
464<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
465<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
466<\/td>\nTABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
SECTION 1508 ROOF INSULATION <\/td>\n<\/tr>\n
467<\/td>\n[BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK
SECTION 1510 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
469<\/td>\nTABLE 1510.10 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS <\/td>\n<\/tr>\n
470<\/td>\nSECTION 1511 EXISTING ROOFING
SECTION 1512 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL <\/td>\n<\/tr>\n
472<\/td>\nSECTION 1513 HIGH-VELOCITY HURRICANE ZONES\u2014DEFINITIONS <\/td>\n<\/tr>\n
473<\/td>\nSECTION 1514 HIGH-VELOCITY HURRICANE ZONES\u2014WEATHER PROTECTION <\/td>\n<\/tr>\n
474<\/td>\nSECTION 1515 HIGH-VELOCITY HURRICANE ZONES\u2014PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
475<\/td>\nTABLE 1515.2 MINIMUM SLOPE
SECTION 1516 HIGH-VELOCITY HURRICANE ZONES\u2014FIRE CLASSIFICATION
SECTION 1517 HIGH-VELOCITY HURRICANE ZONES\u2014MATERIALS <\/td>\n<\/tr>\n
476<\/td>\nSECTION 1518 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF COVERINGS WITH SLOPES 2:12 OR GREATER <\/td>\n<\/tr>\n
479<\/td>\nSECTION 1519 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF COVERINGS WITH SLOPES LESS THAN 2:12
TABLE 1519.3A SLOPE AND APPLICATION TEMPERATURE CRITERIA
TABLE 1519.3B SLOPE AND APPLICATION TEMPERATURE CRITERIA <\/td>\n<\/tr>\n
481<\/td>\nSECTION 1520 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF INSULATION <\/td>\n<\/tr>\n
482<\/td>\nSECTION 1521 HIGH-VELOCITY HURRICANE ZONES\u2014REROOFING <\/td>\n<\/tr>\n
483<\/td>\nSECTION 1522 HIGH-VELOCITY HURRICANE ZONES\u2014ROOFTOP STRUCTURES AND COMPONENTS
TABLE 1522.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS <\/td>\n<\/tr>\n
484<\/td>\nSECTION 1523 HIGH-VELOCITY HURRICANE ZONES\u2014TESTING <\/td>\n<\/tr>\n
487<\/td>\nSECTION 1524 HIGH-VELOCITY HURRICANE ZONES\u2014REQUIRED OWNER\u2019S NOTIFICATION FOR ROOFING CONSIDERATIONS <\/td>\n<\/tr>\n
488<\/td>\nSECTION 1525 HIGH-VELOCITY HURRICANE ZONES\u2014UNIFORM PERMIT APPLICATION
FLORIDA BUILDING CODE 7TH EDITION (2020) HIGH-VELOCITY HURRICANE ZONE UNIFORM PERMIT APPLICATION FORM
INSTRUCTION PAGE
ATTACHMENTS REQUIRED <\/td>\n<\/tr>\n
489<\/td>\nSection A (General Information)
Section B (Roof Plan) <\/td>\n<\/tr>\n
490<\/td>\nSection C (Low Slope Application) <\/td>\n<\/tr>\n
491<\/td>\nSection D (Steep Sloped Roof System) <\/td>\n<\/tr>\n
492<\/td>\nSection E (Tile Calculations) <\/td>\n<\/tr>\n
494<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
496<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n
498<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
499<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
500<\/td>\nEQUATION 16-14
EQUATION 16-15
EQUATION 16-16
EQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
501<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
502<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
504<\/td>\nEQUATOIN 16-23
TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
505<\/td>\nEQUATION 16-24
EQUATION 16-25
EQUATION 16-26 <\/td>\n<\/tr>\n
506<\/td>\nEQUATOIN 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATOIN 16-32 <\/td>\n<\/tr>\n
507<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
508<\/td>\nSECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
509<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
510<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
512<\/td>\nEQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c <\/td>\n<\/tr>\n
513<\/td>\nFIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
514<\/td>\nFIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
515<\/td>\nFIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
516<\/td>\nFIGURE 1609.3(4) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
517<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
518<\/td>\nTABLE 1609.6(1) NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF)
TABLE 1609.6(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (\u03bb)
SECTION 1610 SOIL LATERAL LOADS <\/td>\n<\/tr>\n
519<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
EQUATION 16-36
SECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
521<\/td>\n[P] FIGURE 1611.1100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
522<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
523<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
524<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
525<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
526<\/td>\nTABLE 1612.1 CROSS REFERENCES DEFINING FLOOD-RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
527<\/td>\nTABLE 1612.1\u2014continued CROSS REFERENCES DEFINING FLOOD-RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
528<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
529<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
530<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
531<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
532<\/td>\nFIGURE 1613.3.1(1)\u2014continued 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 <\/td>\n<\/tr>\n
533<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
534<\/td>\nFIGURE 1613.3.1(2)\u2014continued 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 <\/td>\n<\/tr>\n
535<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
536<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
537<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
538<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
539<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
540<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
541<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY
EQUATION 16-41 <\/td>\n<\/tr>\n
542<\/td>\nEQUATION 16-42
FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
SECTION 1616 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL, DEFLECTION, VOLUME CHANGES AND MINIMUM LOADS <\/td>\n<\/tr>\n
543<\/td>\nSECTION 1617 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF DRAINAGE
SECTION 1618 HIGH-VELOCITY HURRICANE ZONES\u2014SPECIAL LOAD CONSIDERATIONS <\/td>\n<\/tr>\n
544<\/td>\nSECTION 1619 HIGH VELOCITY HURRICANE ZONES\u2014LIVE LOAD REDUCTIONS
SECTION 1620 HIGH-VELOCITY HURRICANE ZONES\u2014WIND LOADS
SECTION 1621 HIGH-VELOCITY HURRICANE ZONES\u2014OVERTURNING MOMENT AND UPLIFT
SECTION 1622 HIGH-VELOCITY HURRICANE ZONES\u2014SCREEN ENCLOSURES <\/td>\n<\/tr>\n
545<\/td>\nSECTION 1623 HIGH-VELOCITY HURRICANE ZONES\u2014LIVE LOADS POSTED AND OCCUPANCY PERMITS
SECTION 1624 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATION DESIGN
SECTION 1625 HIGH-VELOCITY HURRICANE ZONES\u2014LOAD TESTS
TABLE 1625.4 FATIGUE LOADING SEQUENCE
SECTION 1626 HIGH-VELOCITY HURRICANE ZONES\u2014IMPACT TESTS FOR WIND-BORNE DEBRIS <\/td>\n<\/tr>\n
547<\/td>\nTABLE 1626 CYCLIC WIND PRESSURE LOADING <\/td>\n<\/tr>\n
550<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
551<\/td>\nSECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
SECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
552<\/td>\nSECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
555<\/td>\nSECTION 1710 ANCHORAGE <\/td>\n<\/tr>\n
558<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
560<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
561<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
562<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
563<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
564<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
565<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
566<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
567<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
568<\/td>\nEQUATION 18-1
TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
569<\/td>\nEQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
570<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
571<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u2032 C OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
572<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
573<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
576<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
578<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
580<\/td>\nEQUATION 18-5
EQUATION 18-6
EQUATION 18-7
EQUATION 18-8 <\/td>\n<\/tr>\n
581<\/td>\nEQUATION 18-9
EQUATION 18-10
EQUATION 18-11 <\/td>\n<\/tr>\n
586<\/td>\nSECTIONS 1811 THROUGH 1815 RESERVED
SECTION 1816 TERMITE PROTECTION <\/td>\n<\/tr>\n
587<\/td>\nSECTION 1817 HIGH-VELOCITY HURRICANE ZONES\u2014EXCAVATIONS
SECTION 1818 HIGH-VELOCITY HURRICANE ZONES\u2014BEARING CAPACITY OF SOIL
SECTION 1819 HIGH-VELOCITY HURRICANE ZONES\u2014SOIL BEARING FOUNDATIONS
SECTION 1820 HIGH-VELOCITY HURRICANE ZONES\u2014CONCRETE SLABS ON FILL
SECTION 1821 HIGH-VELOCITY HURRICANE ZONES\u2014MONOLITHIC FOOTINGS
SECTION 1822 HIGH-VELOCITY HURRICANE ZONES\u2014PILE FOUNDATIONS
SECTION 1823 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD PILES
SECTION 1824 HIGH-VELOCITY HURRICANE ZONES\u2014PRECAST CONCRETE PILES
SECTION 1825 HIGH-VELOCITY HURRICANE ZONES\u2014PRESTRESSED PRECAST CONCRETE PILES
SECTION 1826 HIGH-VELOCITY HURRICANE ZONES\u2014CAST-IN-PLACE
SECTION 1827 HIGH-VELOCITY HURRICANE ZONES\u2014ROLLED STRUCTURAL SHAPES
SECTION 1828 HIGH-VELOCITY HURRICANE ZONES\u2014SPECIAL PILES OR SPECIAL CONDITIONS
SECTION 1829 HIGH-VELOCITY HURRICANE ZONES\u2014LOAD TESTS ON PILES
SECTION 1830 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATION WALLS AND GRADE BEAMS
SECTION 1831 HIGH-VELOCITY HURRICANE ZONES\u2014GRADES UNDER BUILDINGS
SECTION 1832 HIGH-VELOCITY HURRICANE ZONES\u2014RETAINING WALLS
SECTION 1833 HIGH-VELOCITY HURRICANE ZONES\u2014SEAWALLS AND BULKHEADS
SECTION 1834 HIGH-VELOCITY HURRICANE ZONES\u2014SOIL IMPROVEMENT <\/td>\n<\/tr>\n
588<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
589<\/td>\nSECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
591<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
592<\/td>\nSECTION 1908 SHOTCRETE <\/td>\n<\/tr>\n
593<\/td>\nSECTION 1909 SPECIAL WIND PROVISIONS FOR CONCRETE
SECTIONS 1910 THROUGH 1916 RESERVED
SECTION 1917 LIGHTWEIGHT INSULATING CONCRETE ROOFS <\/td>\n<\/tr>\n
594<\/td>\nSECTION 1918 RESERVED
SECTION 1919 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL <\/td>\n<\/tr>\n
595<\/td>\nSECTION 1920 HIGH-VELOCITY HURRICANE ZONES\u2014STANDARDS
SECTION 1921 HIGH-VELOCITY HURRICANE ZONES\u2014DEFINITIONS
SECTION 1922 HIGH-VELOCITY HURRICANE ZONES\u2014MATERIALS
SECTION 1923 HIGH-VELOCITY HURRICANE ZONES\u2014CONCRETE QUALITY
SECTION 1924 HIGH-VELOCITY HURRICANE ZONES\u2014MIXING AND PLACING CONCRETE
SECTION 1925 HIGH-VELOCITY HURRICANE ZONES\u2014FORM WORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION 1926 HIGH-VELOCITY HURRICANE ZONES\u2014DETAILS OF REINFORCEMENT
SECTION 1927 HIGH-VELOCITY HURRICANE ZONES\u2014PRECAST CONCRETE UNITS
SECTION 1928 HIGH-VELOCITY HURRICANE ZONES\u2014PRESTRESSED CONCRETE
SECTION 1929 HIGH-VELOCITY HURRICANE ZONES\u2014PNEUMATICALLY PLACED CONCRETE (SHOTCRETE) <\/td>\n<\/tr>\n
596<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
TABLE 2002.4A HEIGHT ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
597<\/td>\nTABLE 2002.4 DESIGN WIND PRESSURES SCREENED ENCLOSURESa, b, f, g, h (STRENGTH DESIGN OR LRFD ONLY) <\/td>\n<\/tr>\n
598<\/td>\nSECTION 2003 HIGH-VELOCITY HURRICANE ZONES\u2014ALUMINUM <\/td>\n<\/tr>\n
600<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
601<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
602<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE
SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1 <\/td>\n<\/tr>\n
603<\/td>\nSECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 DRY-STACK MASONRY
TABLE 2109.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY
SECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
605<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
606<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
609<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
610<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
611<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114 TERMITE INSPECTION
SECTION 2115 SPECIAL WIND PROVISIONS FOR MASONRY
SECTIONS 2116 AND 2117 RESERVED
SECTION 2118 HIGH-VELOCITY HURRICANE ZONES\u2014DESIGN
SECTION 2119 HIGH-VELOCITY HURRICANE ZONES\u2014QUALITY, TESTS AND APPROVALS <\/td>\n<\/tr>\n
612<\/td>\nSECTION 2120 HIGH-VELOCITY HURRICANE ZONES\u2014ALLOWABLE UNIT STRESSES IN UNIT MASONRY
SECTION 2121 HIGH-VELOCITY HURRICANE ZONES\u2014CONSTRUCTION DETAILS <\/td>\n<\/tr>\n
615<\/td>\nSECTION 2122 HIGH-VELOCITY HURRICANE ZONES\u2014REINFORCED UNIT MASONRY <\/td>\n<\/tr>\n
618<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
619<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
620<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
621<\/td>\nSECTION 2212 GABLE END WALLS
SECTION 2213 RESERVED
SECTION 2214 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL\u2014STEEL CONSTRUCTION <\/td>\n<\/tr>\n
622<\/td>\nSECTION 2215 HIGH-VELOCITY HURRICANE ZONES\u2014MATERIAL
SECTION 2216 HIGH-VELOCITY HURRICANE ZONES\u2014DESIGN LOADS
SECTION 2217 HIGH-VELOCITY HURRICANE ZONES\u2014MINIMUM THICKNESS OF MATERIAL
SECTION 2218 HIGH-VELOCITY HURRICANE ZONES\u2014CONNECTIONS
SECTION 2219 HIGH-VELOCITY HURRICANE ZONES\u2014TUBULAR COLUMNS
SECTION 2220 HIGH-VELOCITY HURRICANE ZONES\u2014PROTECTION OF METAL <\/td>\n<\/tr>\n
623<\/td>\nSECTION 2221 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL\u2014OPEN WEB STEEL JOISTS
SECTION 2222 HIGH-VELOCITY HURRICANE ZONES\u2014COLD-FORMED STEEL CONSTRUCTION <\/td>\n<\/tr>\n
624<\/td>\nSECTION 2223 HIGH-VELOCITY HURRICANE ZONES\u2014PREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PREENGINEERED STRUCTURES) <\/td>\n<\/tr>\n
625<\/td>\nSECTION 2224 HIGH-VELOCITY HURRICANE ZONES\u2014CHAIN LINK FENCES
TABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS <\/td>\n<\/tr>\n
626<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
630<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
631<\/td>\nTABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd, PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES <\/td>\n<\/tr>\n
632<\/td>\nTABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa
TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS <\/td>\n<\/tr>\n
633<\/td>\nTABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted) <\/td>\n<\/tr>\n
634<\/td>\nTABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
636<\/td>\nTABLE 2304.10.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
637<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
638<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
639<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
640<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
641<\/td>\nTABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
644<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
645<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
646<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
647<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
648<\/td>\nTABLE 2306.2(1)\u2014continued 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 <\/td>\n<\/tr>\n
649<\/td>\nTABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
650<\/td>\nTABLE 2306.2(2)\u2014continued 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 <\/td>\n<\/tr>\n
651<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
652<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
SECTION 2310 THROUGH 2313 RESERVED <\/td>\n<\/tr>\n
653<\/td>\nSECTION 2314 HIGH-VELOCITY HURRICANE ZONES <\/td>\n<\/tr>\n
654<\/td>\nSECTION 2315 HIGH-VELOCITY HURRICANE ZONES\u2014QUALITY <\/td>\n<\/tr>\n
655<\/td>\nSECTION 2316 HIGH-VELOCITY HURRICANE ZONES\u2014SIZES
SECTION 2317 HIGH-VELOCITY HURRICANE ZONES\u2014UNIT STRESSES
SECTION 2318
\nHIGH-VELOCITY HURRICANE ZONES\u2014
\nVERTICAL FRAMING <\/td>\n<\/tr>\n
656<\/td>\nSECTION 2319 HIGH-VELOCITY HURRICANE ZONES\u2014HORIZONTAL FRAMING <\/td>\n<\/tr>\n
661<\/td>\nSECTION 2320 HIGH-VELOCITY HURRICANE ZONES\u2014FIRESTOPS
SECTION 2321 HIGH-VELOCITY HURRICANE ZONES\u2014ANCHORAGE <\/td>\n<\/tr>\n
662<\/td>\nSECTION 2322 HIGH-VELOCITY HURRICANE ZONES\u2014SHEATHING
TABLE 2322.1.6 PLYWOOD SUBFLOOR1 <\/td>\n<\/tr>\n
663<\/td>\nTABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1 <\/td>\n<\/tr>\n
664<\/td>\nSECTION 2323 HIGH-VELOCITY HURRICANE ZONES\u2014FURRING
SECTION 2324 HIGH-VELOCITY HURRICANE ZONES\u2014CONNECTORS
TABLE 2324.1 NAIL CONNECTION FOR WOOD MEMBERS
SECTION 2325 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD SUPPORTING MASONRY
SECTION 2326 HIGH-VELOCITY HURRICANE ZONES\u2014PROTECTION OF WOOD <\/td>\n<\/tr>\n
665<\/td>\nSECTION 2327 HIGH-VELOCITY HURRICANE ZONES\u2014FIRE-RETARDANT WOOD
SECTION 2328 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD FENCES
SECTION 2329 HIGH-VELOCITY HURRICANE ZONES\u2014FIRE-RETARDANT-TREATED SHAKES AND SHINGLES
SECTION 2330 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD BLOCKING <\/td>\n<\/tr>\n
666<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
667<\/td>\nEQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12 <\/td>\n<\/tr>\n
668<\/td>\nSECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
669<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
670<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
671<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
672<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
673<\/td>\nSECTION 2410 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL
SECTION 2411 HIGH-VELOCITY HURRICANE ZONES\u2014WINDOWS, DOORS, GLASS AND GLAZING <\/td>\n<\/tr>\n
675<\/td>\nSECTION 2412 HIGH-VELOCITY HURRICANE ZONES\u2014GLASS VENEER <\/td>\n<\/tr>\n
676<\/td>\nSECTION 2413 HIGH-VELOCITY HURRICANE ZONES\u2014STORM SHUTTERS\/EXTERNAL PROTECTIVE DEVICES
SECTION 2414 HIGH-VELOCITY HURRICANE ZONES\u2014CURTAIN WALLS <\/td>\n<\/tr>\n
677<\/td>\nSECTION 2415 HIGH-VELOCITY HURRICANE ZONES\u2014STRUCTURAL GLAZING SYSTEMS <\/td>\n<\/tr>\n
680<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
681<\/td>\nTABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
682<\/td>\nTABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
TABLE 2508.6 ALLOWABLE (ASD) SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
683<\/td>\nSECTION 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
684<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
685<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER
SECTION 2514 REINFORCED GYPSUM CONCRETE
SECTION 2515 HIGH-VELOCITY HURRICANE ZONES\u2014LATHING
SECTION 2516 HIGH-VELOCITY HURRICANE ZONES\u2014PLASTER
SECTION 2517 HIGH-VELOCITY HURRICANE ZONES\u2014STUCCO <\/td>\n<\/tr>\n
686<\/td>\nSECTION 2518 HIGH-VELOCITY HURRICANE ZONES\u2014GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS
SECTION 2519 HIGH-VELOCITY HURRICANE ZONES\u2014SUSPENDED AND FURRED CEILINGS
SECTION 2520 HIGH-VELOCITY HURRICANE ZONES\u2014ASBESTOS
SECTION 2521 HIGH-VELOCITY HURRICANE ZONES\u2014TILE <\/td>\n<\/tr>\n
688<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
692<\/td>\nTABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
693<\/td>\nTABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
694<\/td>\nTABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
SECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER <\/td>\n<\/tr>\n
695<\/td>\nSECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
696<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa <\/td>\n<\/tr>\n
697<\/td>\nSECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
698<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 PLASTIC COMPOSITES <\/td>\n<\/tr>\n
699<\/td>\nSECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
700<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
SECTION 2615 HIGH-VELOCITY HURRICANE ZONES\u2014PLASTICS <\/td>\n<\/tr>\n
702<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
704<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
706<\/td>\nCHAPTER 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) <\/td>\n<\/tr>\n
707<\/td>\n[P] TABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
708<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
710<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
TABLE 3001.2 STANDARDS FOR ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS <\/td>\n<\/tr>\n
711<\/td>\nSECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
712<\/td>\nSECTION 3003 EMERGENCY OPERATIONS
SECTION 3004 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
713<\/td>\nSECTION 3005 MACHINE ROOMS
SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
714<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
715<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
716<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
718<\/td>\nSECTION 3009 ELEVATOR ACCESSIBILITY REQUIREMENTS FOR THE PHYSICALLY HANDICAPPED
SECTION 3010 SERIAL NUMBERS <\/td>\n<\/tr>\n
719<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
722<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
723<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
725<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
726<\/td>\nSECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS <\/td>\n<\/tr>\n
727<\/td>\nSECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE <\/td>\n<\/tr>\n
729<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
730<\/td>\nSECTION 3111 SOLAR ENERGY SYSTEMS
SECTION 3112 DEPOSIT OF MATERIAL IN TIDEWATER REGULATED <\/td>\n<\/tr>\n
731<\/td>\nSECTION 3113 LIGHTING, MIRRORS, LANDSCAPING
SECTION 3114 AIRPORT NOISE <\/td>\n<\/tr>\n
732<\/td>\nSECTION 3115 EXTERIOR ELEVATED FLOORING SYSTEMS <\/td>\n<\/tr>\n
734<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
736<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
737<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
738<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
739<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
740<\/td>\nCHAPTER 34 RESERVED <\/td>\n<\/tr>\n
742<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAF
AAMA <\/td>\n<\/tr>\n
743<\/td>\nACI
AF & PA
AHA
AISC <\/td>\n<\/tr>\n
744<\/td>\nAISI
AITC <\/td>\n<\/tr>\n
745<\/td>\nALI
AMCA
ANSI <\/td>\n<\/tr>\n
746<\/td>\nAPA
APSP <\/td>\n<\/tr>\n
747<\/td>\nASABE
ASCE\/SEI
ASHRAE <\/td>\n<\/tr>\n
748<\/td>\nASME
ASSE <\/td>\n<\/tr>\n
749<\/td>\nASTM <\/td>\n<\/tr>\n
757<\/td>\nAWC
AWPA <\/td>\n<\/tr>\n
758<\/td>\nAWS
BHMA
CEN
CGSB <\/td>\n<\/tr>\n
759<\/td>\nCISCA
CPA
CPSC
CSA <\/td>\n<\/tr>\n
760<\/td>\nCSSB
DASMA
DECO
DOC\/NIST <\/td>\n<\/tr>\n
761<\/td>\nDOL\/OSHA
DOTn
FDOE
FEMA <\/td>\n<\/tr>\n
762<\/td>\nFGI
FINA
Florida Codes <\/td>\n<\/tr>\n
764<\/td>\nFM
FRSA <\/td>\n<\/tr>\n
765<\/td>\nFS
GA
GSA
HPVA
ICC <\/td>\n<\/tr>\n
766<\/td>\nIEEE
IESNA
ISO
MHI
MIA <\/td>\n<\/tr>\n
767<\/td>\nNAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
769<\/td>\nNSF
PCI
PTI <\/td>\n<\/tr>\n
770<\/td>\nRCSC
RMI
SBCA
SDI <\/td>\n<\/tr>\n
771<\/td>\nSJI
SPRI
STI
TECO <\/td>\n<\/tr>\n
772<\/td>\nTIA
TMS
TPI <\/td>\n<\/tr>\n
773<\/td>\nUL <\/td>\n<\/tr>\n
774<\/td>\nULC
USC <\/td>\n<\/tr>\n
775<\/td>\nWCLIB
WDMA
WRI <\/td>\n<\/tr>\n
776<\/td>\nCHAPTER 36 FLORIDA FIRE PREVENTION CODE
SECTION 3601 <\/td>\n<\/tr>\n
778<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS <\/td>\n<\/tr>\n
780<\/td>\nAPPENDIX B CHAPTER 9B-52 F.A.C.FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
781<\/td>\nFLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION
CHAPTER B101 GENERAL <\/td>\n<\/tr>\n
782<\/td>\nB101 GENERAL
B102 INTENT
B103 SCOPE
B104 COMPLIANCE
CHAPTER B201 DEFINITIONS
B201 GENERAL
B202 DEFINITIONS <\/td>\n<\/tr>\n
783<\/td>\nCHAPTER B301 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL
B301 GENERAL
B302 SUB-SLAB AND SOIL MEMBRANES <\/td>\n<\/tr>\n
784<\/td>\nB303 FLOOR SLAB-ON-GRADE BUILDINGS <\/td>\n<\/tr>\n
786<\/td>\nB304 SLAB-BELOW-GRADE CONSTRUCTION
B305 BUILDINGS WITH CRAWL SPACES
B306 BUILDINGS WITH COMBINATION FLOOR SYSTEMS
B307 SPACE CONDITIONING SYSTEMS <\/td>\n<\/tr>\n
788<\/td>\nAPPENDIX C FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS
INTRODUCTION
PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS
FOREWORD <\/td>\n<\/tr>\n
789<\/td>\nCHAPTER C1 ADMINISTRATION
CHAPTER C2 DEFINITIONS <\/td>\n<\/tr>\n
790<\/td>\nCHAPTER C3 TESTING
CHAPTER C4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING <\/td>\n<\/tr>\n
791<\/td>\nCHAPTER C5 ENGINEERED SYSTEMS <\/td>\n<\/tr>\n
792<\/td>\nCHAPTER C6 SOIL DEPRESSURIZATION SYSTEMS <\/td>\n<\/tr>\n
796<\/td>\nAPPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
797<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
798<\/td>\nSECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
800<\/td>\nAPPENDIX E FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION
CHAPTER E101 GENERAL <\/td>\n<\/tr>\n
801<\/td>\nCHAPTER E201 DEFINITIONS <\/td>\n<\/tr>\n
803<\/td>\nCHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS <\/td>\n<\/tr>\n
808<\/td>\nCHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS <\/td>\n<\/tr>\n
812<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
814<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
816<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION <\/td>\n<\/tr>\n
817<\/td>\nSECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
818<\/td>\nSECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
819<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
820<\/td>\nAPPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
822<\/td>\nAPPENDIX J GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
823<\/td>\nSECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
SECTION J107 FILLS
SECTION J108 SETBACKS <\/td>\n<\/tr>\n
824<\/td>\nFIGURE J107.3 BENCHING DETAILS
FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
825<\/td>\nSECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
826<\/td>\nAPPENDIX K ADMINISTRATIVE PROVISIONS
SECTION K101 GENERAL
SECTION K102 APPLICABILITY
SECTION K103 PERMITS <\/td>\n<\/tr>\n
827<\/td>\nSECTION K104 CONSTRUCTION DOCUMENTS
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K106 REQUIRED INSPECTIONS
SECTION K107 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
828<\/td>\nSECTION K108 TESTING
SECTION K109 RECONNECTION
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K111 ELECTRICAL PROVISIONS <\/td>\n<\/tr>\n
830<\/td>\nAPPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
832<\/td>\nAPPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
834<\/td>\nINDEX <\/td>\n<\/tr>\n
870<\/td>\nHELPFUL TOOLS FOR YOUR BUILDING CODE <\/td>\n<\/tr>\n
871<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code – Building, Seventh Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2020<\/td>\n871<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":212002,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-211999","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fl","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/211999","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/212002"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=211999"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=211999"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=211999"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}