{"id":73113,"date":"2024-10-17T16:29:22","date_gmt":"2024-10-17T16:29:22","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-buildingcode-2010\/"},"modified":"2024-10-24T19:09:06","modified_gmt":"2024-10-24T19:09:06","slug":"fl-buildingcode-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-buildingcode-2010\/","title":{"rendered":"FL BuildingCode 2010"},"content":{"rendered":"

This is a fully integrated code based on the 2009 IBC.<\/span><\/span><\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFLORIDA BUILDING CODE 2010 BULDING <\/td>\n<\/tr>\n
2<\/td>\nFLORIDA BUILDING CODE 2010 BUILDING 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
18<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
19<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
22<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
26<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES
SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
29<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
30<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
32<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
46<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
47<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
48<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
49<\/td>\n[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
50<\/td>\n[F] TABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
51<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
56<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
57<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
58<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
59<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U
SECTION 313 DAY CARE OCCUPANCY GROUP D <\/td>\n<\/tr>\n
60<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
64<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
65<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
66<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
67<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
68<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
70<\/td>\nTABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
72<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
73<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
75<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
76<\/td>\nSECTION 410 STAGES AND PLATFORMS <\/td>\n<\/tr>\n
78<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
79<\/td>\nTABLE 412.3.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
80<\/td>\n[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
81<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
82<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
84<\/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
TABLE [F] 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
85<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa <\/td>\n<\/tr>\n
86<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
89<\/td>\n[F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
90<\/td>\nTABLE 415.3.1\u2014continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
91<\/td>\n[F] TABLE 415.3.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
93<\/td>\n[F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
98<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 HOSPITALS <\/td>\n<\/tr>\n
106<\/td>\nSECTION 420 NURSING HOMES <\/td>\n<\/tr>\n
117<\/td>\nTABLE 420.3.18.1 PLUMBING FIXTURES AND MINIMUM TRIM <\/td>\n<\/tr>\n
122<\/td>\nSECTION 421 AMBULATORY SURGICAL CENTERS <\/td>\n<\/tr>\n
126<\/td>\nSECTION 422 BIRTHING CENTERS <\/td>\n<\/tr>\n
127<\/td>\nSECTION 423 STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES <\/td>\n<\/tr>\n
145<\/td>\nSECTION 424 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE) <\/td>\n<\/tr>\n
152<\/td>\nTABLE 424.1.6.1 PUBLIC SWIMMING POOL\u2014REQUIRED FIXTURE COUNT <\/td>\n<\/tr>\n
170<\/td>\nSECTION 425 PUBLIC LODGING ESTABLISHMENTS <\/td>\n<\/tr>\n
171<\/td>\nSECTION 426 PUBLIC FOOD SERVICE ESTABLISHMENTS <\/td>\n<\/tr>\n
172<\/td>\nSECTION 427 MENTAL HEALTH PROGRAMS <\/td>\n<\/tr>\n
180<\/td>\nSECTION 428 MANUFACTURED BUILDINGS <\/td>\n<\/tr>\n
182<\/td>\nSECTION 429 BOOT CAMPS FOR CHILDREN
SECTION 430 MAUSOLEUMS AND COLUMBARIUMS <\/td>\n<\/tr>\n
184<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
185<\/td>\nSECTION 434 ASSISTED LIVING FACILITIES <\/td>\n<\/tr>\n
188<\/td>\nSECTION 435 CONTROL OF RADIATION HAZARDS <\/td>\n<\/tr>\n
190<\/td>\nTABLE TIME-TEMPERATURE CHART <\/td>\n<\/tr>\n
192<\/td>\nSECTION 436 DAY-CARE OCCUPANCIES <\/td>\n<\/tr>\n
193<\/td>\nTABLE 436.5 DAY-CARE LOCATION AND TYPE OF CONSTRUCTION <\/td>\n<\/tr>\n
194<\/td>\nSECTION 437 HOSPICE INPATIENT FACILITIES AND UNITS AND HOSPICE RESIDENCES <\/td>\n<\/tr>\n
197<\/td>\nSECTION 438 LIVE\/WORK UNITS
SECTION 439 GROUPS I-1, R-1, R-2, R-3 <\/td>\n<\/tr>\n
198<\/td>\nSECTION 440 HYDROGEN CUTOFF ROOMS
SECTION 441 AMBULATORY HEALTH CARE FACILITIES <\/td>\n<\/tr>\n
199<\/td>\nSECTION 442 STORM SHELTERS
SECTION 443 SCHOOLS, COLLEGES AND UNIVERSITIES <\/td>\n<\/tr>\n
202<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT <\/td>\n<\/tr>\n
203<\/td>\nTABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa <\/td>\n<\/tr>\n
204<\/td>\nSECTION 505 MEZZANINES <\/td>\n<\/tr>\n
205<\/td>\nSECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2 <\/td>\n<\/tr>\n
206<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
207<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
208<\/td>\nTABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES <\/td>\n<\/tr>\n
209<\/td>\nSECTION 509 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
210<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (hours) <\/td>\n<\/tr>\n
214<\/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
215<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
TABLE 602.4 WOOD MEMBER SIZE <\/td>\n<\/tr>\n
216<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
218<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS <\/td>\n<\/tr>\n
219<\/td>\nSECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
220<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
222<\/td>\nSECTION 705 EXTERIOR WALLS
EQUATION 7-1 <\/td>\n<\/tr>\n
223<\/td>\nEQUATION 7-2
FIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
224<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
226<\/td>\nSECTION 706 FIRE WALLS
TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
228<\/td>\nSECTION 707 FIRE BARRIERS <\/td>\n<\/tr>\n
229<\/td>\nTABLE 707.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
SECTION 708 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
233<\/td>\nSECTION 709 FIRE PARTITIONS <\/td>\n<\/tr>\n
234<\/td>\nSECTION 710 SMOKE BARRIERS <\/td>\n<\/tr>\n
235<\/td>\nSECTION 711 SMOKE PARTITIONS
SECTION 712 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
236<\/td>\nSECTION 713 PENETRATIONS <\/td>\n<\/tr>\n
238<\/td>\nSECTION 714 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
239<\/td>\nTABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
240<\/td>\nSECTION 715 OPENING PROTECTIVES <\/td>\n<\/tr>\n
242<\/td>\nTABLE 715.5.4 LIMITING SIZES OF WIRED GLASS PANELS <\/td>\n<\/tr>\n
243<\/td>\nTABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
SECTION 716 DUCTS AND AIR TRANSFER OPENINGS
TABLE 716.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
247<\/td>\nSECTION 717 CONCEALED SPACES <\/td>\n<\/tr>\n
249<\/td>\nSECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER <\/td>\n<\/tr>\n
250<\/td>\nSECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS
SECTION 720 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
251<\/td>\nTABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
252<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
253<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
254<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
255<\/td>\nTABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
256<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
257<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
258<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
259<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
260<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
261<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
262<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
263<\/td>\nTABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
264<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
265<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
266<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
267<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
268<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
269<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
270<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
271<\/td>\nTABLE 720.1(3) NOTES
SECTION 721 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
272<\/td>\nTABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3 <\/td>\n<\/tr>\n
273<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
274<\/td>\nFIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
275<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
276<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
277<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
278<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
279<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
280<\/td>\nTABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
EQUATION 7-6 <\/td>\n<\/tr>\n
281<\/td>\nEQUATION 7-7
TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
282<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
283<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
284<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
285<\/td>\nTABLE 721.5.1(1) W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
286<\/td>\nEQUATION 7-12
EQUATION 7-13
FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS <\/td>\n<\/tr>\n
287<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
288<\/td>\nTABLE 721.5.1(2) PROPERTIES OF CONCRETE
TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
EQUATION 7-15 <\/td>\n<\/tr>\n
289<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
290<\/td>\nFIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
291<\/td>\nTABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
292<\/td>\nTABLE 721.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
293<\/td>\nTABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
294<\/td>\nTABLE 721.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
295<\/td>\nTABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
296<\/td>\nTABLE 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)] <\/td>\n<\/tr>\n
297<\/td>\nTABLE 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)] <\/td>\n<\/tr>\n
298<\/td>\nTABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES
TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME <\/td>\n<\/tr>\n
299<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
300<\/td>\nEQUATION 7-19
EQUATION 7-20
EQUATION 7-21
FIGURE 721.6.3(1) LOAD FIGURE
FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
302<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
304<\/td>\nTABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
305<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
[F] SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
306<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
308<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
311<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
312<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
314<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
316<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
318<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
320<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE RESERVED <\/td>\n<\/tr>\n
321<\/td>\n[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 <\/td>\n<\/tr>\n
330<\/td>\n[F] TABLE 907.5.2.3.3 VISIBLE ALARMS <\/td>\n<\/tr>\n
331<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS
SECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
333<\/td>\nEQUATION 9-1
EQUATION 9-2 <\/td>\n<\/tr>\n
334<\/td>\nEQUATION 9-3 <\/td>\n<\/tr>\n
338<\/td>\nSECTION 910 SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
339<\/td>\n[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
340<\/td>\nEQUATION 9-4
SECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
341<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
342<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE
SECTION 916 CARBON MONOXIDE PROTECTION <\/td>\n<\/tr>\n
344<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS <\/td>\n<\/tr>\n
346<\/td>\nSECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
347<\/td>\nSECTION 1004 OCCUPANT LOAD
TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
348<\/td>\nTABLE 1004.1.1\u2014continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
SECTION 1005 EGRESS WIDTH <\/td>\n<\/tr>\n
349<\/td>\nSECTION 1006 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
350<\/td>\nTABLE 1006 EMERGENCY LIGHTING REQUIREMENTS <\/td>\n<\/tr>\n
352<\/td>\nSECTION 1007 ACCESSIBLE MEANS OF EGRESS
SECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
353<\/td>\nTABLE 1008.1.4.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
356<\/td>\nTABLE EXTERIOR FLOOR LEVEL COMPLIANCE <\/td>\n<\/tr>\n
360<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
363<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
365<\/td>\nSECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
366<\/td>\nSECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
367<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
368<\/td>\nSECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
369<\/td>\nSECTION 1015 EXIT AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
370<\/td>\nTABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
371<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa
SECTION 1017 AISLES <\/td>\n<\/tr>\n
372<\/td>\nSECTION 1018 CORRIDORS <\/td>\n<\/tr>\n
373<\/td>\nTABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
SECTION 1019 EGRESS BALCONIES
SECTION 1020 EXITS <\/td>\n<\/tr>\n
374<\/td>\nSECTION 1021 NUMBER OF EXITS AND CONTINUITY
TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD
SECTION 1022 EXIT ENCLOSURES <\/td>\n<\/tr>\n
375<\/td>\nTABLE 1021.2 STORIES WITH ONE EXIT <\/td>\n<\/tr>\n
377<\/td>\nSECTION 1023 EXIT PASSAGEWAYS
SECTION 1024 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
378<\/td>\nSECTION 1025 HORIZONTAL EXITS <\/td>\n<\/tr>\n
379<\/td>\nSECTION 1026 EXTERIOR EXIT RAMPS AND STAIRWAYS <\/td>\n<\/tr>\n
380<\/td>\nSECTION 1027 EXIT DISCHARGE <\/td>\n<\/tr>\n
381<\/td>\nSECTION 1028 ASSEMBLY <\/td>\n<\/tr>\n
382<\/td>\nTABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
383<\/td>\nTABLE 1028.9.2.1 CAPACITY FACTORS <\/td>\n<\/tr>\n
384<\/td>\nTABLE 1028.10.2 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
386<\/td>\nSECTION 1029 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
387<\/td>\nSECTION 1030 BUSINESS
SECTION 1031 EDUCATIONAL <\/td>\n<\/tr>\n
388<\/td>\nSECTION 1032 FACTORY-INDUSTRIAL
SECTION 1033 INSTITUTIONAL <\/td>\n<\/tr>\n
389<\/td>\nSECTION 1034 MERCANTILE
SECTION 1035 RESIDENTIAL
SECTION 1036 STORAGE <\/td>\n<\/tr>\n
390<\/td>\nSECTION 1037 DAY CARE <\/td>\n<\/tr>\n
391<\/td>\nSECTION 1038 BOILER, FURNACE AND MECHANICAL EQUIPMENT ROOMS <\/td>\n<\/tr>\n
392<\/td>\nCHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL <\/td>\n<\/tr>\n
394<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
395<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
396<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
397<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 SURROUNDING MATERIALS <\/td>\n<\/tr>\n
398<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
400<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
401<\/td>\nSECTION 1404 MATERIALS <\/td>\n<\/tr>\n
402<\/td>\nTABLE STRIKE TABLE
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
403<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS
TABLE 1405.3.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
407<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS <\/td>\n<\/tr>\n
408<\/td>\nSECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
409<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-VELOCITY HURRICANE ZONES OTHER MATERIALS <\/td>\n<\/tr>\n
412<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS <\/td>\n<\/tr>\n
413<\/td>\nSECTION 1503 WEATHER PROTECTION
TABLE 1503.2 METAL FLASHING MATERIAL
SECTION 1504 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
414<\/td>\nSECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
415<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
416<\/td>\nTABLE 1507.2.7.1 CLASSIFICATION OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
418<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS <\/td>\n<\/tr>\n
419<\/td>\nTABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
TABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
420<\/td>\nTABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
421<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
422<\/td>\nSECTION 1508 ROOF INSULATION <\/td>\n<\/tr>\n
423<\/td>\nTABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
424<\/td>\nTABLE 1509.7 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS <\/td>\n<\/tr>\n
425<\/td>\nSECTION 1510 REROOFING
SECTION 1511 RESERVED
SECTION 1512 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL <\/td>\n<\/tr>\n
426<\/td>\nSECTION 1513 HIGH-VELOCITY HURRICANE ZONES\u2014DEFINITIONS <\/td>\n<\/tr>\n
428<\/td>\nSECTION 1514 HIGH-VELOCITY HURRICANE ZONES\u2014WEATHER PROTECTION <\/td>\n<\/tr>\n
429<\/td>\nSECTION 1515 HIGH-VELOCITY HURRICANE ZONES\u2014PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
430<\/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
431<\/td>\nSECTION 1518 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF COVERINGS WITH SLOPES 2:12 OR GREATER <\/td>\n<\/tr>\n
434<\/td>\nSECTION 1519 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF COVERINGS WITH SLOPES LESS THAN 2:12 <\/td>\n<\/tr>\n
435<\/td>\nTABLE 1519.3A SLOPE AND APPLICATION TEMPERATURE CRITERIA
TABLE 1519.3B SLOPE AND APPLICATION TEMPERATURE CRITERIA <\/td>\n<\/tr>\n
436<\/td>\nSECTION 1520 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF INSULATION <\/td>\n<\/tr>\n
437<\/td>\nSECTION 1521 HIGH-VELOCITY HURRICANE ZONES\u2014REROOFING <\/td>\n<\/tr>\n
438<\/td>\nSECTION 1522 HIGH-VELOCITY HURRICANE ZONES\u2014ROOFTOP STRUCTURES AND COMPONENTS <\/td>\n<\/tr>\n
439<\/td>\nTABLE 1522.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS
SECTION 1523 HIGH-VELOCITY HURRICANE ZONES\u2014TESTING <\/td>\n<\/tr>\n
442<\/td>\nSECTION 1524 HIGH-VELOCITY HURRICANE ZONES\u2014REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS <\/td>\n<\/tr>\n
444<\/td>\nSECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION <\/td>\n<\/tr>\n
450<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
451<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
452<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
454<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
SECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
455<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
456<\/td>\nSECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS
TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
457<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
458<\/td>\nTABLE 1607.6 UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
459<\/td>\nEQUATION 16-22
TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-23 <\/td>\n<\/tr>\n
460<\/td>\nEQUATION 16-24
EQUATION 16-25
EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31 <\/td>\n<\/tr>\n
461<\/td>\nSECTION 1608 SNOW LOADS RESERVED
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
463<\/td>\nFIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, Valt FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
464<\/td>\nFIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, Valt FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
465<\/td>\nFIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, Valt FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
466<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
467<\/td>\nEQUATION 16-32
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
468<\/td>\nEQUATION 16-33 <\/td>\n<\/tr>\n
469<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
470<\/td>\nTABLE 1609.6.2(1) WIND STAGNATION PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa
TABLE 1609.6.2(2) NET PRESSURE COEFFICIENTS, Cnet <\/td>\n<\/tr>\n
471<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet <\/td>\n<\/tr>\n
472<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet <\/td>\n<\/tr>\n
473<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS, Cnet <\/td>\n<\/tr>\n
474<\/td>\nTABLE 1609.6.2(2)\u2014continued 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, (\u00ce\u00bb) <\/td>\n<\/tr>\n
475<\/td>\nSECTION 1610 SOIL LATERAL LOADS
TABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
EQUATION 16-35 <\/td>\n<\/tr>\n
476<\/td>\n[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
477<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
478<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
479<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
480<\/td>\n[P] FIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
481<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
483<\/td>\nTABLE 1612.1 CROSS REFERENCES DEFINING FLOOD RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
484<\/td>\nTABLE 1612.1\u2014continued CROSS REFERENCES DEFINING FLOOD RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
485<\/td>\nSECTION 1613 EARTHQUAKE LOADS RESERVED
SECTION 1614 STRUCTURAL INTEGRITY
EQUATION 16-46 <\/td>\n<\/tr>\n
486<\/td>\nFIGURE 1614.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
EQUATION 16-47 <\/td>\n<\/tr>\n
487<\/td>\nSECTION 1615 HIGH-VELOCITY HURRICANE ZONES\u2014DEFLECTION, VOLUME CHANGES AND MINIMUM LOADS <\/td>\n<\/tr>\n
488<\/td>\nTABLE 1615 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS <\/td>\n<\/tr>\n
489<\/td>\nSECTION 1616 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF LIVE LOADS
SECTION 1617 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF DRAINAGE
FIGURE 1617.3 REQUIRED AREA OF OVERFLOW SCUPPERS
SECTION 1618 HIGH-VELOCITY HURRICANE ZONES\u2014SPECIAL LOAD CONSIDERATIONS <\/td>\n<\/tr>\n
491<\/td>\nSECTION 1619 HIGH VELOCITY HURRICANE ZONES\u2014LIVE LOAD REDUCTIONS
SECTION 1620 HIGH-VELOCITY HURRICANE ZONES\u2014WIND LOADS <\/td>\n<\/tr>\n
492<\/td>\nSECTION 1621 HIGH-VELOCITY HURRICANE ZONES\u2014OVERTURNING MOMENT AND UPLIFT
SECTION 1622 HIGH-VELOCITY HURRICANE ZONES\u2014SCREEN ENCLOSURES
SECTION 1623 HIGH-VELOCITY HURRICANE ZONES\u2014LIVE LOADS POSTED AND OCCUPANCY PERMITS
SECTION 1624 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATION DESIGN <\/td>\n<\/tr>\n
493<\/td>\nSECTION 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
494<\/td>\nTABLE 1626 CYCLIC WIND PRESSURE LOADING <\/td>\n<\/tr>\n
498<\/td>\nCHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
499<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
500<\/td>\nSECTION 1712 ALTERNATIVE TEST PROCEDURE
SECTION 1713 TEST SAFE LOAD
SECTION 1714 IN-SITU LOAD TESTS
SECTION 1715 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
504<\/td>\nTABLE 1715.5.3 MINIMUM TEST SIZES, INCLUDING FRAMING <\/td>\n<\/tr>\n
505<\/td>\nSECTION 1716 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
508<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
510<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL
SECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
512<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
513<\/td>\nSECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
514<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
515<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
516<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
517<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
518<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES
EQUATION 18-1
EQUATION 18-2 <\/td>\n<\/tr>\n
519<\/td>\nEQUATION 18-3
TABLE 1807.2.3 REINFORCEMENT FOR MASONRY RETAINING WALLSa
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
521<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
SECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
522<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u201d\u00b2 c OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
523<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
SECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
526<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
527<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
529<\/td>\nEQUATION 18-11 <\/td>\n<\/tr>\n
532<\/td>\nSECTION 1811 \u2014 1815 RESERVED
SECTION 1816 TERMITE PROTECTION
SECTION 1817 HIGH-VELOCITY HURRICANE ZONES \u2013EXCAVATIONS <\/td>\n<\/tr>\n
533<\/td>\nSECTION 1818 HIGH-VELOCITY HURRICANE ZONES\u2014BEARING CAPACITY OF SOIL
SECTION 1819 HIGH-VELOCITY HURRICANE ZONES\u2014SOIL 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 <\/td>\n<\/tr>\n
535<\/td>\nTABLE 1819.6 ALLOWABLE LATERAL PRESSURE
SECTION 1820 HIGH-VELOCITY HURRICANE ZONES\u2014CONCRETE SLABS ON FILL <\/td>\n<\/tr>\n
536<\/td>\nSECTION 1821 HIGH-VELOCITY HURRICANE ZONES\u2014MONOLITHIC FOOTINGS
TABLE MONOLITHIC FOOTINGS UNDER WALLS MINIMUMS
TABLE CONTINUOUS MONOLITHIC FOOLTINS MINIMUMS <\/td>\n<\/tr>\n
537<\/td>\nSECTION 1822 HIGH-VELOCITY HURRICANE ZONES\u2014PILE FOUNDATIONS
EQUATION ALLOWABLE LOAD FOR A GROUP <\/td>\n<\/tr>\n
538<\/td>\nEQUATION DROP HAMMER
EQUATION SINGLE ACTING HAMMERS
EQUATION DOUBLE ACTING HAMMERS
SECTION 1823 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD PILES <\/td>\n<\/tr>\n
539<\/td>\nTABLE 1823
SECTION 1824 HIGH-VELOCITY HURRICANE ZONES\u2014PRECAST CONCRETE PILES
TABLE 1824
SECTION 1825 HIGH-VELOCITY HURRICANE ZONES \u2014PRESTRESSED PRECAST CONCRETE PILES <\/td>\n<\/tr>\n
540<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
541<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
542<\/td>\nSECTION 1834 HIGH-VELOCITY HURRICANE ZONES\u2014SOIL IMPROVEMENT <\/td>\n<\/tr>\n
544<\/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
545<\/td>\nTABLE 1904.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f\u201d\u00b2 c)
FIGURE 1904.3 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
546<\/td>\nSECTION 1905 CONCRETE QUALITY, MIXING AND PLACING <\/td>\n<\/tr>\n
547<\/td>\nSECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
SECTION 1907 DETAILS OF REINFORCEMENT <\/td>\n<\/tr>\n
548<\/td>\nSECTION 1908 MODIFICATIONS TO ACI 318 RESERVED
SECTION 1909 STRUCTURAL PLAIN CONCRETE
SECTION 1910 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
549<\/td>\nSECTION 1911 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1
TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) <\/td>\n<\/tr>\n
550<\/td>\nSECTION 1912 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN
SECTION 1913 SHOTCRETE <\/td>\n<\/tr>\n
551<\/td>\nSECTION 1914 REINFORCED GYPSUM CONCRETE
SECTION 1915 CONCRETE-FILLED PIPE COLUMNS
SECTION 1916 RESERVED
SECTION 1917 LIGHTWEIGHT INSULATING CONCRETE ROOF DECK <\/td>\n<\/tr>\n
553<\/td>\nSECTION 1918 SPECIAL WIND PROVISIONS FOR CONCRETE
SECTION 1919 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL
SECTION 1920 HIGH-VELOCITY HURRICANE ZONES\u2014STANDARDS
SECTION 1921 HIGH-VELOCITY HURRICANE ZONES\u2014DEFINITIONS <\/td>\n<\/tr>\n
554<\/td>\nSECTION 1922 HIGH-VELOCITY HURRICANE ZONES\u2014MATERIALS <\/td>\n<\/tr>\n
555<\/td>\nSECTION 1923 HIGH-VELOCITY HURRICANE ZONES\u2014CONCRETE QUALITY <\/td>\n<\/tr>\n
556<\/td>\nSECTION 1924 HIGH-VELOCITY HURRICANE ZONES\u2014MIXING AND PLACING CONCRETE <\/td>\n<\/tr>\n
557<\/td>\nSECTION 1925 HIGH-VELOCITY HURRICANE ZONES\u2014FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <\/td>\n<\/tr>\n
559<\/td>\nSECTION 1926 HIGH-VELOCITY HURRICANE ZONES\u2014DETAILS OF REINFORCEMENT <\/td>\n<\/tr>\n
560<\/td>\nSECTION 1927 HIGH-VELOCITY HURRICANE ZONES\u2014PRECAST CONCRETE UNITS <\/td>\n<\/tr>\n
562<\/td>\nSECTION 1928 HIGH-VELOCITY HURRICANE ZONES \u2014PRESTRESSED CONCRETE <\/td>\n<\/tr>\n
563<\/td>\nSECTION 1929 HIGH-VELOCITY HURRICANE ZONES\u2014PNEUMATICALLY PLACED CONCRETE (SHOTCRETE) <\/td>\n<\/tr>\n
566<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
567<\/td>\nTABLE 2002.4 DESIGN WIND PRESSURES FOR ALUMINUM SCREENED ENCLOSURESa, b, c, i (STRENGTH DESIGN OR LRFD ONLY)
SECTION 2003 HIGH-VELOCITY HURRICANE ZONES\u2014ALUMINUM <\/td>\n<\/tr>\n
568<\/td>\nTABLE 2002.4A HEIGHT ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
572<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
575<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
576<\/td>\nTABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
577<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
578<\/td>\nSECTION 2106 SEISMIC DESIGN RESERVED
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1 <\/td>\n<\/tr>\n
579<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
580<\/td>\nEQUATION 21-2
TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
581<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
583<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
584<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
586<\/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
587<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
588<\/td>\nSECTION 2114 TERMITE INSPECTION
SECTION 2115 SPECIAL WIND PROVISIONS FOR MASONRY
SECTIONS 2116 \u2013 2117 RESERVED
SECTION 2118 HIGH-VELOCITY HURRICANE ZONES\u2014DESIGN
SECTION 2119 HIGH-VELOCITY HURRICANE ZONES\u2014QUALITY, TESTS, AND APPROVALS <\/td>\n<\/tr>\n
590<\/td>\nTABLE MORTAR STRENGTH PROPERTY SPECIFICATIONS
TABLE TYPE OF MORTAR BASED ON LOCATION
SECTION 2120 HIGH-VELOCITY HURRICANE ZONES\u2014ALLOWABLE UNIT STRESSES IN UNIT MASONRY
TABLE ALLOWABLE WORKING COMPRESSIVE STRESSES IN MASONRY WALLS MAXIMUM
SECTION 2121 HIGH-VELOCITY HURRICANE ZONES\u2014CONSTRUCTION DETAILS <\/td>\n<\/tr>\n
595<\/td>\nSECTION 2122 HIGH-VELOCITY HURRICANE ZONES\u2014REINFORCED UNIT MASONRY <\/td>\n<\/tr>\n
598<\/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
SECTION 2206 STEEL JOISTS <\/td>\n<\/tr>\n
599<\/td>\nSECTION 2207 STEEL CABLE STRUCTURES
SECTION 2208 STEEL STORAGE RACKS
SECTION 2209 COLD-FORMED STEEL <\/td>\n<\/tr>\n
600<\/td>\nSECTION 2210 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
SECTION 2211 GABLE END WALLS
SECTIONS 2212-2213 RESERVED
SECTION 2214 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL\u2014STEEL CONSTRUCTION <\/td>\n<\/tr>\n
602<\/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
603<\/td>\nSECTION 2221 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL\u2014OPEN WEB STEEL JOISTS <\/td>\n<\/tr>\n
604<\/td>\nSECTION 2222 HIGH-VELOCITY HURRICANE ZONES\u2014COLD-FORMED STEEL CONSTRUCTION <\/td>\n<\/tr>\n
605<\/td>\nSECTION 2223 HIGH-VELOCITY HURRICANE ZONES\u2014PRE-ENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PRE-ENGINEERED STRUCTURES) <\/td>\n<\/tr>\n
607<\/td>\nSECTION 2224 HIGH-VELOCITY HURRICANE ZONES\u2014CHAIN LINK FENCES
TABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS <\/td>\n<\/tr>\n
608<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
609<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
613<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
614<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
616<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
617<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
619<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
620<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
621<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
623<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
624<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
625<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
626<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
627<\/td>\nSECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
628<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
629<\/td>\nTABLE 2306.2.1(1)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND LOADINGh <\/td>\n<\/tr>\n
630<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
631<\/td>\nTABLE 2306.2.1(2)\u2014continued 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 <\/td>\n<\/tr>\n
632<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
633<\/td>\nTABLE 2306.3\u2014continued 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 <\/td>\n<\/tr>\n
634<\/td>\nTABLE 2306.7 ALLOWABLE SHEAR FOR WIND FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES <\/td>\n<\/tr>\n
637<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 pounds per square foot, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
638<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 pounds per square foot, L\/\u0394 = 360) <\/td>\n<\/tr>\n
639<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 pounds per square foot, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
640<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 pounds per square foot, L\/\u0394 = 360) <\/td>\n<\/tr>\n
641<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
643<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
644<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
645<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
646<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
647<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
648<\/td>\nTABLE 2308.9.5\u2014continued 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) <\/td>\n<\/tr>\n
649<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
650<\/td>\nTABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 30 POUNDS PER SQUARE FOOT, CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 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\/\u00ce\u201d = 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\/\u00ce\u201d – 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\/\u00ce\u201d = 240). RESERVED <\/td>\n<\/tr>\n
651<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
652<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
653<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds per square foot, L\/\u0394 = 240) <\/td>\n<\/tr>\n
654<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
655<\/td>\nTABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u0394 = 240) <\/td>\n<\/tr>\n
656<\/td>\nTABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
657<\/td>\nTABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
658<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
659<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
660<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
661<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
662<\/td>\nTABLE 2308.10.9\u2013continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
TABLE 2308.12.4 RESERVED
SECTIONS 2309-2313 RESERVED
SECTION 2314 HIGH-VELOCITY HURRICANE ZONES <\/td>\n<\/tr>\n
664<\/td>\nSECTION 2315 HIGH-VELOCITY HURRICANE ZONES\u2014QUALITY <\/td>\n<\/tr>\n
665<\/td>\nTABLE 2315.4.2 MINIMUM GRADE REQUIREMENTS: BOARD GRADES
SECTION 2316 HIGH-VELOCITY HURRICANE ZONES\u2014SIZES
SECTION 2317 HIGH-VELOCITY HURRICANE ZONES\u2014UNIT STRESSES <\/td>\n<\/tr>\n
666<\/td>\nSECTION 2318 HIGH-VELOCITY HURRICANE ZONES\u2014VERTICAL FRAMING <\/td>\n<\/tr>\n
667<\/td>\nSECTION 2319 HIGH-VELOCITY HURRICANE ZONES \u2013HORIZONTAL FRAMING <\/td>\n<\/tr>\n
672<\/td>\nSECTION 2320 HIGH-VELOCITY HURRICANE ZONES \u2014FIRESTOPS <\/td>\n<\/tr>\n
673<\/td>\nSECTION 2321 HIGH-VELOCITY HURRICANE ZONES \u2014ANCHORAGE <\/td>\n<\/tr>\n
674<\/td>\nSECTION 2322 HIGH-VELOCITY HURRICANE ZONES \u2014SHEATHING
TABLE 2322.1.6 PLYWOOD SUBFLOOR1 <\/td>\n<\/tr>\n
675<\/td>\nTABLE 2322.1.13 ALLOWABLE SPAN FOR PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT1 (SINGLE FLOOR PANELS) <\/td>\n<\/tr>\n
676<\/td>\nTABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1
SECTION 2323 HIGH-VELOCITY HURRICANE ZONES\u2014FURRING
SECTION 2324 HIGH-VELOCITY HURRICANE ZONES\u2014CONNECTORS <\/td>\n<\/tr>\n
677<\/td>\nTABLE 2324.1 NAIL CONNECTION FOR WOOD MEMBERS
SECTION 2325 HIGH-VELOCITY HURRICANE ZONES\u2013WOOD SUPPORTING MASONRY
SECTION 2326 HIGH-VELOCITY HURRICANE ZONES \u2014PROTECTION OF WOOD <\/td>\n<\/tr>\n
679<\/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 <\/td>\n<\/tr>\n
680<\/td>\nSECTION 2330 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD BLOCKING <\/td>\n<\/tr>\n
682<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
683<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
684<\/td>\nEQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
685<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
686<\/td>\nTABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
687<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
688<\/td>\nSECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
SECTION 2410 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL <\/td>\n<\/tr>\n
689<\/td>\nSECTION 2411 HIGH-VELOCITY HURRICANE ZONES\u2014WINDOWS, DOORS, GLASS AND GLAZING <\/td>\n<\/tr>\n
693<\/td>\nSECTION 2412 HIGH-VELOCITY HURRICANE ZONES\u2014GLASS VENEER
SECTION 2413 HIGH-VELOCITY HURRICANE ZONES\u2014STORM SHUTTERS\/EXTERNAL PROTECTIVE DEVICES <\/td>\n<\/tr>\n
694<\/td>\nSECTION 2414 HIGH-VELOCITY HURRICANE ZONES\u2014CURTAIN WALLS
SECTION 2415 HIGH-VELOCITY HURRICANE ZONES\u2014STRUCTURAL GLAZING SYSTEMS <\/td>\n<\/tr>\n
696<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
697<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
698<\/td>\nTABLE 2508.5 ALLOWABLE SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERSAND WATER CLOSETS <\/td>\n<\/tr>\n
699<\/td>\nSECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION <\/td>\n<\/tr>\n
700<\/td>\nSECTION 2512 EXTERIOR PLASTER
TABLE 2512.6 CEMENT PLASTERSa
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
701<\/td>\nSECTION 2514 HIGH-VELOCITY HURRICANE ZONES\u2014LATHING <\/td>\n<\/tr>\n
702<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
703<\/td>\nTABLE 2514.5.4 HANGERS SUPPORTING SUSPENDED CEILINGS
SECTION 2515 HIGH-VELOCITY HURRICANE ZONES\u2014PLASTER
TABLE 2515.1.5 REQUIRED THICKNESS OF INTERIOR PLASTER <\/td>\n<\/tr>\n
704<\/td>\nTABLE 2515.3.1.1 GYPSUM AND HARDWALL PLASTER <\/td>\n<\/tr>\n
705<\/td>\nSECTION 2516 HIGH-VELOCITY HURRICANE ZONES\u2014STUCCO <\/td>\n<\/tr>\n
706<\/td>\nSECTION 2517 HIGH-VELOCITY HURRICANE ZONES \u2014 GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS <\/td>\n<\/tr>\n
707<\/td>\nSECTION 2518 HIGH-VELOCITY HURRICANE ZONES \u2014SUSPENDED AND FURRED CEILINGS
SECTION 2519 HIGH-VELOCITY HURRICANE ZONES \u2014ASBESTOS
SECTION 2520 HIGH-VELOCITY HURRICANE ZONES \u2014 TILE <\/td>\n<\/tr>\n
708<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
711<\/td>\nSECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
713<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
714<\/td>\nSECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
715<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 HIGH-VELOCITY HURRICANE ZONES\u2014PLASTICS <\/td>\n<\/tr>\n
718<\/td>\nTABLE 2612.4.3.1.3 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR PLASTIC WALL PANELS IN NONFIRE-RATED WALLS <\/td>\n<\/tr>\n
719<\/td>\nTABLE 2612.4.4.4 AREA LIMITATIONS FOR ROOF PANELS <\/td>\n<\/tr>\n
720<\/td>\nSECTION 2613 FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER <\/td>\n<\/tr>\n
721<\/td>\nSECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
722<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
723<\/td>\nTABLE 2703\u2014continued CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
724<\/td>\nTABLE 2703\u2014continued FLORIDA BUILDING CODE\u2014RESIDENTIAL <\/td>\n<\/tr>\n
725<\/td>\nTABLE 2703\u2014continued FLORIDA BUILDING CODE\u2014MECHANICAL <\/td>\n<\/tr>\n
726<\/td>\nTABLE 2703\u2014continued FLORIDA BUILDING CODE\u2014FUEL GAS <\/td>\n<\/tr>\n
728<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
730<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FIXTURES RESERVED <\/td>\n<\/tr>\n
732<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL <\/td>\n<\/tr>\n
733<\/td>\nSECTION 3002 HOISTWAY ENCLOSURES
[F] SECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
734<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
735<\/td>\nSECTION 3006 MACHINE ROOMS
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
736<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
737<\/td>\nSECTION 3009 ELEVATOR ACCESSIBILITY REQUIREMENTS FOR THE PHYSICALLY HANDICAPPED <\/td>\n<\/tr>\n
738<\/td>\nSECTION 3010 SERIAL NUMBERS
SECTION 3011 ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC ELEVATOR CYLINDERS
SECTION 3012 BULLETIN BOARDS <\/td>\n<\/tr>\n
739<\/td>\nSECTION 3013 ALTERATIONS TO ELECTRIC AND HYDRAULIC ELEVATORS AND ESCALATORS <\/td>\n<\/tr>\n
740<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
741<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
742<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
743<\/td>\nSECTION 3106 MARQUEES <\/td>\n<\/tr>\n
744<\/td>\nSECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE <\/td>\n<\/tr>\n
747<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 DEPOSIT OF MATERIAL IN TIDE WATER REGULATED <\/td>\n<\/tr>\n
748<\/td>\nSECTION 3112 LIGHTING, MIRRORS, LANDSCAPING
SECTION 3113 AIRPORT NOISE <\/td>\n<\/tr>\n
750<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
752<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
753<\/td>\nTABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
754<\/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
755<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
756<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
758<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAF
AAMA <\/td>\n<\/tr>\n
759<\/td>\nAASHTO
ACI
AF&PA <\/td>\n<\/tr>\n
760<\/td>\nAHA
AISC
AISI <\/td>\n<\/tr>\n
761<\/td>\nAITC
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
762<\/td>\nAPA <\/td>\n<\/tr>\n
763<\/td>\nAPSP
ASABE
ASCE\/SEI <\/td>\n<\/tr>\n
764<\/td>\nASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
771<\/td>\nAWCI
AWPA <\/td>\n<\/tr>\n
772<\/td>\nAWS
BHMA
CGSB
CPA <\/td>\n<\/tr>\n
773<\/td>\nCPSC
CSA
CSSB
DASMA
DECO <\/td>\n<\/tr>\n
774<\/td>\nDOC\/NIST
DOL\/OSHA
DOT
EN
FEMA <\/td>\n<\/tr>\n
775<\/td>\nFGI
FINA
FLORIDA CODES <\/td>\n<\/tr>\n
777<\/td>\nFM
FRSA
GA
GSA
HPVA
HUD <\/td>\n<\/tr>\n
778<\/td>\nICC
IESNA
ISO
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
780<\/td>\nNRCA
PCA
PCI
PTI
RCSC <\/td>\n<\/tr>\n
781<\/td>\nRMI
SDI
SDI
SFPA
SFPE <\/td>\n<\/tr>\n
782<\/td>\nSJI
SMA
SPRI
SSPC
STI
TECO <\/td>\n<\/tr>\n
783<\/td>\nTIA
TMS
TPI
UL <\/td>\n<\/tr>\n
784<\/td>\nULC
USC <\/td>\n<\/tr>\n
785<\/td>\nWDMA
WRI <\/td>\n<\/tr>\n
786<\/td>\nCHAPTER 36 FLORIDA FIRE PREVENTION CODE
SECTION 3601 GENERAL <\/td>\n<\/tr>\n
788<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS <\/td>\n<\/tr>\n
790<\/td>\nAPPENDIX B CHAPTER 9B-52 F.A.C. FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
791<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
792<\/td>\nCHAPTER B101 GENERAL
SECTION B101 GENERAL
SECTION B102 INTENT
SECTION B103 SCOPE
SECTION B104 COMPLIANCE
CHAPTER B201 DEFINITIONS
SECTION B201 GENERAL
SECTION B202 DEFINITIONS <\/td>\n<\/tr>\n
793<\/td>\nCHAPTER B301 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL
SECTION B301 GENERAL
SECTION B302 SUB-SLAB AND SOIL MEMBRANES <\/td>\n<\/tr>\n
794<\/td>\nSECTION B303 FLOOR SLAB-ON-GRADE BUILDINGS <\/td>\n<\/tr>\n
795<\/td>\nSECTION B304 SLAB-BELOW-GRADE CONSTRUCTION <\/td>\n<\/tr>\n
796<\/td>\nSECTION B305 BUILDINGS WITH CRAWL SPACES
SECTION B306 BUILDINGS WITH COMBINATION FLOOR SYSTEMS
SECTION B307 SPACE CONDITIONING SYSTEMS <\/td>\n<\/tr>\n
798<\/td>\nAPPENDIX C CHAPTER 9B-53 F.A.C STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS <\/td>\n<\/tr>\n
799<\/td>\nINTRODUCTION <\/td>\n<\/tr>\n
800<\/td>\nFOREWORD <\/td>\n<\/tr>\n
801<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
802<\/td>\nCHAPTER C101 ADMINISTRATION
SECTION C101 GENERAL
SECTION C102 ALTERNATE MATERIALS AND METHODS
SECTION C103 COMPLIANCE
CHAPTER C201 DEFINITIONS
SECTION C201 GENERAL
SECTION C202 DEFINITIONS <\/td>\n<\/tr>\n
803<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
804<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
805<\/td>\nCHAPTER C601 SOIL DEPRESSURIZATION SYSTEMS
SECTION C601 GENERAL
SECTION C602 SOIL DEPRESSURIZATION SYSTEM INSTALLATION CRITERIA
SECTION C603 SOIL DEPRESSURIZATION SYSTEM DESIGN CRITERIA <\/td>\n<\/tr>\n
806<\/td>\nSECTION C604 CRAWL SPACE VENTILATION <\/td>\n<\/tr>\n
808<\/td>\nAPPENDIX D FIRE DISTRICTS <\/td>\n<\/tr>\n
810<\/td>\nAPPENDIX E CHAPTER 9 B-67 FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION <\/td>\n<\/tr>\n
812<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
813<\/td>\nCHAPTER E101 GENERAL
SECTION E101 GENERAL
SECTION E102 INTENT
SECTION E103 SCOPE
SECTION E104 COMPLIANCE
CHAPTER E201 DEFINITIONS
SECTION E201 GENERAL <\/td>\n<\/tr>\n
814<\/td>\nSECTION E202 DEFINITIONS <\/td>\n<\/tr>\n
816<\/td>\nCHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS
SECTION E301 GENERAL
SECTION E302 SOIL GAS-RETARDER MEMBRANE <\/td>\n<\/tr>\n
817<\/td>\nSECTION E303 CONCRETE FLOORS IN CONTACT WITH SOIL GAS <\/td>\n<\/tr>\n
819<\/td>\nSECTION E304 WALLS IN CONTACT WITH SOIL GAS
SECTION E305 BUILDINGS WITH CRAWL SPACES <\/td>\n<\/tr>\n
820<\/td>\nSECTION E306 SPACE CONDITIONING SYSTEMS AND VENTILATING
SECTION E307 AIR DISTRIBUTION SYSTEMS
CHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS
SECTION E401 GENERAL <\/td>\n<\/tr>\n
821<\/td>\nSECTION E402 SYSTEM COMPONENTS
SECTION E403 ASD SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
824<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
826<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
828<\/td>\nAPPENDIX H SIGNS <\/td>\n<\/tr>\n
830<\/td>\nAPPENDIX I PATIO COVERS <\/td>\n<\/tr>\n
832<\/td>\nAPPENDIX J GRADING <\/td>\n<\/tr>\n
834<\/td>\nAPPENDIX K ADMINISTRATIVE PROVISIONS <\/td>\n<\/tr>\n
836<\/td>\nINDEX <\/td>\n<\/tr>\n
870<\/td>\nICC -ES ICC EVALUATION SERVICE <\/td>\n<\/tr>\n
871<\/td>\nMORE TOOLS FOR YOUR IBC <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code, Building<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2010<\/td>\n871<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":73114,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-73113","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\/73113","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\/73114"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=73113"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=73113"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=73113"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}