{"id":139796,"date":"2024-10-19T08:06:43","date_gmt":"2024-10-19T08:06:43","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-floridabuildingcode-building-5thedition-2014\/"},"modified":"2024-10-25T00:19:55","modified_gmt":"2024-10-25T00:19:55","slug":"fl-floridabuildingcode-building-5thedition-2014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-floridabuildingcode-building-5thedition-2014\/","title":{"rendered":"FL FloridaBuildingCode Building 5thEdition 2014"},"content":{"rendered":"

This is a fully integrated code based on the 2012 IBC. Chapter tabs are also included.<\/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\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFLORIDA BUILDING CODE FIFTH EDITION (2014) BUILDING <\/td>\n<\/tr>\n
2<\/td>\nFLORIDA BUILDING CODE FIFTH EDITION (2014) BUILDING TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
8<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
20<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
22<\/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
23<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
28<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
32<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES <\/td>\n<\/tr>\n
33<\/td>\nSECTION 109 FEES
SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
36<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
37<\/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
SECTION 117 VARIANCES IN FLOOD HAZARD AREAS <\/td>\n<\/tr>\n
38<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
68<\/td>\nCHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
69<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
70<\/td>\nSECTION 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)\u2014(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
74<\/td>\nTABLE 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
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
77<\/td>\nSECTION 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 USE AND OCCUPANCY
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
90<\/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
95<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
97<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
98<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
99<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
100<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
101<\/td>\nTABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
103<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS
TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
104<\/td>\nTABLE 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 LIQUID <\/td>\n<\/tr>\n
105<\/td>\nTABLE 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
106<\/td>\nTABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
107<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
108<\/td>\nTABLE 415.5.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
112<\/td>\nTABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
117<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n
118<\/td>\nSECTION 420 GROUPS I-1, R-1, R-2, R-3
SECTION 421 HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
119<\/td>\nSECTION 422 AMBULATORY CARE FACIILITIES
SECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n
120<\/td>\nSECTION 424 CHILDREN\u2019S PLAY STRUCTURES
SECTIONS 425 through 448 RESERVED
SECTION 449 HOSPITALS <\/td>\n<\/tr>\n
128<\/td>\nSECTION 450 NURSING HOMES <\/td>\n<\/tr>\n
138<\/td>\nTABLE 450.3.18.1 PLUMBING FIXTURES AND MINIMUM TRIM <\/td>\n<\/tr>\n
144<\/td>\nSECTION 451 AMBULATORY SURGICAL CENTERS <\/td>\n<\/tr>\n
148<\/td>\nSECTION 452 BIRTHING CENTERS <\/td>\n<\/tr>\n
149<\/td>\nSECTION 453 STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES <\/td>\n<\/tr>\n
168<\/td>\nSECTION 454 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE) <\/td>\n<\/tr>\n
176<\/td>\nTABLE 454.1.6.1 PUBLIC SWIMMING POOL\u2014REQUIRED FIXTURE COUNT <\/td>\n<\/tr>\n
194<\/td>\nSECTION 455 PUBLIC LODGING ESTABLISHMENTS <\/td>\n<\/tr>\n
195<\/td>\nSECTION 456 PUBLIC FOOD SERVICE ESTABLISHMENTS <\/td>\n<\/tr>\n
196<\/td>\nSECTION 457 MENTAL HEALTH PROGRAMS <\/td>\n<\/tr>\n
205<\/td>\nSECTION 458 MANUFACTURED BUILDINGS <\/td>\n<\/tr>\n
207<\/td>\nSECTION 459 BOOT CAMPS FOR CHILDREN
SECTION 460 MAUSOLEUMS AND COLUMBARIUMS <\/td>\n<\/tr>\n
209<\/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
210<\/td>\nSECTION 464 ASSISTED LIVING FACILITIES <\/td>\n<\/tr>\n
213<\/td>\nSECTION 465 CONTROL OF RADIATION HAZARDS <\/td>\n<\/tr>\n
216<\/td>\nTIME-TEMPERATURE CHART <\/td>\n<\/tr>\n
218<\/td>\nSECTION 466 DAYCARE OCCUPANCIES
TABLE 466.5 DAYCARE LOCATION AND TYPE OF CONSTRUCTION <\/td>\n<\/tr>\n
220<\/td>\nSECTION 467 HOSPICE INPATIENT FACILITIES AND UNITS AND HOSPICE RESIDENCES <\/td>\n<\/tr>\n
223<\/td>\nSECTION 468 SCHOOLS, COLLEGES AND UNIVERSITIES <\/td>\n<\/tr>\n
224<\/td>\nSECTION 469 OFFICE SURGERY SUITE <\/td>\n<\/tr>\n
228<\/td>\nTABLE 2 MINIMUM STATION OUTLETS FOR PIPED GAS SYSTEMS IN OFFICE SURGERY SUITES <\/td>\n<\/tr>\n
230<\/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
231<\/td>\nTABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
232<\/td>\nTABLE 503\u2014continued ALLOWABLE BUILDING HEIGHTS AND AREAS
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
233<\/td>\nSECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2 <\/td>\n<\/tr>\n
234<\/td>\nEQUATION 5-3
SECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
236<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
237<\/td>\nSECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
238<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES
SECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
239<\/td>\nTABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n
242<\/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
243<\/td>\nTABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES
TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n
244<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
246<\/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
247<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
249<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
250<\/td>\nEQUATION 7-1
FIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
251<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
252<\/td>\nEQUATION 7-2 <\/td>\n<\/tr>\n
253<\/td>\nSECTION 706 FIRE WALLS
TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
256<\/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
257<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
258<\/td>\nSECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
259<\/td>\nSECTION 710 SMOKE PARTITIONS
SECTION 711 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
260<\/td>\nSECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
261<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
263<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
266<\/td>\nSECTION 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
267<\/td>\nSECTION 716 OPENING PROTECTIVES
TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
268<\/td>\nTABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
269<\/td>\nTABLE 716.5\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
272<\/td>\nTABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
273<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
274<\/td>\nTABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
277<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
279<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER <\/td>\n<\/tr>\n
280<\/td>\nSECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
SECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
281<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
282<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
283<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
284<\/td>\nTABLE 721.1(1) \u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
285<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
286<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
287<\/td>\nTABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
288<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
289<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
290<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
291<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
292<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
293<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
294<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
295<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
296<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
297<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
298<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
299<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
300<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
301<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
302<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
303<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
SECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
304<\/td>\nTABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS <\/td>\n<\/tr>\n
305<\/td>\nTABLE 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
EQUATION 7-3
EQUATION 7-4
FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
306<\/td>\nTABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
307<\/td>\nFIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS <\/td>\n<\/tr>\n
308<\/td>\nFIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
EQUATION 7-5 <\/td>\n<\/tr>\n
309<\/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
310<\/td>\nTABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMS (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
311<\/td>\nTABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
312<\/td>\nTABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
313<\/td>\nEQUATION 7-7
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS <\/td>\n<\/tr>\n
314<\/td>\nTABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
EQUATION 7-8
EQUATION 7-9
TABLE 722.4.1(3) VALUES OF Rn 0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a <\/td>\n<\/tr>\n
315<\/td>\nTABLE 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
316<\/td>\nFIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
317<\/td>\nEQUATION 7-12
FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 722.5.1(5) WIDE FLANGE STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
EQUATION 7-13 <\/td>\n<\/tr>\n
318<\/td>\nEQUATION 7-14
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS
FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
319<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n
320<\/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
321<\/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
322<\/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
323<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
324<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
325<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
326<\/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 INSTRUCTURAL LIGHTWEIGHT CONCRETE [FIGURE
\n722.5.1(6)(c)] <\/td>\n<\/tr>\n
327<\/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 INSTRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE722.5.1(6)(a)] <\/td>\n<\/tr>\n
328<\/td>\nEQUATION 7-15
EQUATION 7-16
FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS <\/td>\n<\/tr>\n
329<\/td>\nEQUATION 7-17 <\/td>\n<\/tr>\n
330<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES
EQUATION 7-18
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21
TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME <\/td>\n<\/tr>\n
331<\/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
332<\/td>\nFIGURE 722.6.3(1) LOAD FIGURE
FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
334<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
336<\/td>\nTABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <\/td>\n<\/tr>\n
337<\/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
338<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
340<\/td>\nCHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
341<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
343<\/td>\nTABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
345<\/td>\nTABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
347<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
349<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
351<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
352<\/td>\n[F]TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
[F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
361<\/td>\n[F] TABLE 907.5.2.3.3 VISIBLE ALARMS <\/td>\n<\/tr>\n
362<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
363<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
365<\/td>\nEQUATION 9-1
EQUATION 9-2 <\/td>\n<\/tr>\n
366<\/td>\nEQUATION 9-3 <\/td>\n<\/tr>\n
371<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
372<\/td>\nEQUATION 9-4
[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
373<\/td>\nSECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
374<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
375<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
376<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
377<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
378<\/td>\nTABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
379<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
380<\/td>\nSECTION 1006 MEANS OF EGRESS ILLUMINATION
SECTION 1007 ACCESSIBLE MEANS OF EGRESS
SECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
382<\/td>\nTABLE 1008.1.4.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
387<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
391<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
393<\/td>\nSECTION 1011 EXIT SIGNS
SECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
395<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
396<\/td>\nSECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
397<\/td>\nTABLE 1014.3 COMMON PATH OF EGRESS TRAVEL
SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
398<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
399<\/td>\nSECTION 1017 AISLES
SECTION 1018 CORRIDORS
TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
400<\/td>\nTABLE 1018.2 MINIMUM CORRIDOR WIDTH
SECTION 1019 EGRESS BALCONIES <\/td>\n<\/tr>\n
401<\/td>\nSECTION 1020 EXITS
SECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION <\/td>\n<\/tr>\n
402<\/td>\nTABLE 1021.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
403<\/td>\nSECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
404<\/td>\nSECTION 1023 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
405<\/td>\nSECTION 1024 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
406<\/td>\nSECTION 1025 HORIZONTAL EXITS <\/td>\n<\/tr>\n
407<\/td>\nSECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
408<\/td>\nSECTION 1027 EXIT DISCHARGE <\/td>\n<\/tr>\n
409<\/td>\nSECTION 1028 ASSEMBLY <\/td>\n<\/tr>\n
410<\/td>\nTABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
412<\/td>\nTABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
413<\/td>\nSECTION 1029 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
416<\/td>\nCHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 DEFINITIONS RESERVED
SECTION 1103 SCOPING REQUIREMENTS RESERVED
SECTION 1104 ACCESSIBLE ROUTE RESERVED
SECTION 1105 ACCESSIBLE ENTRANCES RESERVED
SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES RESERVED
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS RESERVED
SECTION 1108 SPECIAL OCCUPANCIES RESERVED
SECTION 1109 OTHER FEATURES AND FACILITIES RESERVED
SECTION 1110 SIGNAGE RESERVED <\/td>\n<\/tr>\n
418<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
419<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
420<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
421<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
424<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
426<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
427<\/td>\nSECTION 1404 MATERIALS <\/td>\n<\/tr>\n
428<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n
429<\/td>\nTABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
TABLE 1405.3.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
433<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
434<\/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
436<\/td>\nTABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS <\/td>\n<\/tr>\n
437<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
440<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS <\/td>\n<\/tr>\n
441<\/td>\nSECTION 1503 WEATHER PROTECTION
TABLE 1503.2 METAL FLASHING MATERIAL
SECTION 1504 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
442<\/td>\nSECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
443<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
444<\/td>\nTABLE 1507.2.7.1 CLASSIFICATION OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
446<\/td>\nTABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
447<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS <\/td>\n<\/tr>\n
449<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
450<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
451<\/td>\nTABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
452<\/td>\nTABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOP
TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
453<\/td>\nTABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
SECTION 1508 ROOF INSULATION <\/td>\n<\/tr>\n
454<\/td>\nTABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
456<\/td>\nTABLE 1509.6.5 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS <\/td>\n<\/tr>\n
457<\/td>\nSECTION 1510 REROOFING
SECTION 1511 SOLAR PHOTOVOLTAIC PANELS\/MODULES
SECTION 1512 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL <\/td>\n<\/tr>\n
459<\/td>\nSECTION 1513 HIGH-VELOCITY HURRICANE ZONES\u2014DEFINITIONS <\/td>\n<\/tr>\n
460<\/td>\nSECTION 1514 HIGH-VELOCITY HURRICANE ZONES\u2014WEATHER PROTECTION <\/td>\n<\/tr>\n
461<\/td>\nSECTION 1515 HIGH-VELOCITY HURRICANE ZONES\u2014PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
462<\/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
463<\/td>\nSECTION 1518 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF COVERINGS WITH SLOPES 2:12 OR GREATER <\/td>\n<\/tr>\n
466<\/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
468<\/td>\nSECTION 1520 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF INSULATION
SECTION 1521 HIGH-VELOCITY HURRICANE ZONES\u2014REROOFING <\/td>\n<\/tr>\n
470<\/td>\nSECTION 1522 HIGH-VELOCITY HURRICANE ZONES\u2014ROOFTOP STRUCTURES AND COMPONENTS
TABLE 1522.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS
SECTION 1523 HIGH-VELOCITY HURRICANE ZONES\u2014TESTING <\/td>\n<\/tr>\n
474<\/td>\nSECTION 1524 HIGH-VELOCITY HURRICANE ZONES\u2014REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS <\/td>\n<\/tr>\n
475<\/td>\nSECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW <\/td>\n<\/tr>\n
476<\/td>\nHIGH-VELOCITY HURRICANE ZONE UNIFORM PERMIT APPLICATON FORM <\/td>\n<\/tr>\n
480<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
481<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
482<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
483<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
484<\/td>\nSECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
485<\/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 <\/td>\n<\/tr>\n
486<\/td>\nEQUATION 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
487<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
488<\/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
489<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
EQUATION 16-23 <\/td>\n<\/tr>\n
490<\/td>\nTABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR,
EQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
491<\/td>\nEQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32 <\/td>\n<\/tr>\n
492<\/td>\nSECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
493<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
494<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
495<\/td>\nSECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
496<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
497<\/td>\nFIGURE 1609 A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
498<\/td>\nFIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
499<\/td>\nFIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
500<\/td>\nEQUATION 16-33 <\/td>\n<\/tr>\n
501<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
502<\/td>\nTABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cnet
\na, b <\/td>\n<\/tr>\n
503<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet
\na, b <\/td>\n<\/tr>\n
504<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet
\na, b <\/td>\n<\/tr>\n
505<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS, Cnet
\na, b
EQUATION 16-35 <\/td>\n<\/tr>\n
506<\/td>\nTABLE 1609.7(1) NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF)
TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (\u00ce\u00bb)
SECTION 1610 SOIL LATERAL LOADS <\/td>\n<\/tr>\n
507<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
EQUATION 16-36 <\/td>\n<\/tr>\n
508<\/td>\nSECTION 1612 FLOOD LOADS
FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
509<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
510<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
511<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
512<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
513<\/td>\nTABLE 1612.1CROSS REFERENCES DEFINING FLOOD RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
514<\/td>\nTABLE 1612.1\u2014continued CROSS REFERENCES DEFINING FLOOD RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
516<\/td>\nSECTION 1613 EARTHQUAKE LOADS
TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa
EQUATION 16-37
EQUATION 16-38 <\/td>\n<\/tr>\n
517<\/td>\nEQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a
TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION
TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
518<\/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
519<\/td>\nFIGURE 1613.3.1(1)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
520<\/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
521<\/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
522<\/td>\nFIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONSFOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
523<\/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
524<\/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
525<\/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
526<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
527<\/td>\nEQUATION 16-41
EQUATION 16-42
SECTION 1616 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL, DEFLECTION, VOLUME CHANGES AND MINIMUM LOADS <\/td>\n<\/tr>\n
528<\/td>\nFIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
529<\/td>\nSECTION 1617 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF DRAINAGE RESERVED
SECTION 1618 HIGH-VELOCITY HURRICANE ZONES\u2014SPECIAL LOAD CONSIDERATIONS <\/td>\n<\/tr>\n
530<\/td>\nSECTION 1619 HIGH VELOCITY HURRICANE ZONES\u2014LIVE LOAD REDUCTIONS RESERVED
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
531<\/td>\nSECTION 1623 HIGH-VELOCITY HURRICANE ZONES\u2014LIVE LOADS POSTED AND OCCUPANCY PERMITS RESERVED
SECTION 1624 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATION DESIGN RESERVED
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
534<\/td>\nTABLE 1626 CYCLIC WIND PRESSURE LOADING <\/td>\n<\/tr>\n
536<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
537<\/td>\nSECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS RESERVED
SECTION 1705 REQUIRED VERIFICATION AND INSPECTION RESERVED
SECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 TEST SAFE LOAD
SECTION 1709 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
538<\/td>\nSECTION 1710 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
542<\/td>\nSECTION 1711 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
544<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
546<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
547<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
548<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OFSOILS <\/td>\n<\/tr>\n
549<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
550<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
551<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
552<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c <\/td>\n<\/tr>\n
553<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES a, b, c <\/td>\n<\/tr>\n
554<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa, b, c
EQUATION 18-1 <\/td>\n<\/tr>\n
555<\/td>\nTABLE 1807.2.4 REINFORCEMENT FOR MASONRY RETAINING WALLSa
EQUATION 18-2
EQUATION 18-3 <\/td>\n<\/tr>\n
556<\/td>\nSECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
557<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
558<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u2032C OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
559<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
560<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
563<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
564<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
566<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
567<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18-11 <\/td>\n<\/tr>\n
572<\/td>\nSECTIONS 1811\u20131815 RESERVED
SECTION 1816 TERMITE PROTECTION <\/td>\n<\/tr>\n
573<\/td>\nSECTION 1817 HIGH-VELOCITY HURRICANE ZONES\u2014EXCAVATIONS RESERVED
SECTION 1818 HIGH-VELOCITY HURRICANE ZONES\u2014BEARING CAPACITY OF SOIL RESERVED
SECTION 1819 HIGH-VELOCITY HURRICANE ZONES\u2014SOIL BEARING FOUNDATIONS RESERVED
SECTION 1820 HIGH-VELOCITY HURRICANE ZONES\u2014CONCRETE SLABS ON FILL RESERVED
SECTION 1821 HIGH-VELOCITY HURRICANE ZONES\u2014MONOLITHIC FOOTINGS RESERVED
SECTION 1822 HIGH-VELOCITY HURRICANE ZONES\u2014PILE FOUNDATIONS RESERVED
SECTION 1823 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD PILES RESERVED
SECTION 1824 HIGH-VELOCITY HURRICANE ZONES\u2014PRECAST CONCRETE PILES RESERVED
SECTION 1825 HIGH-VELOCITY HURRICANE ZONES\u2014PRESTRESSED PRECAST CONCRETE PILES RESERVED
SECTION 1826 HIGH-VELOCITY HURRICANE ZONES\u2014CAST-IN-PLACE RESERVED <\/td>\n<\/tr>\n
574<\/td>\nSECTION 1827 HIGH-VELOCITY HURRICANE ZONES\u2014ROLLED STRUCTURAL SHAPES RESERVED
SECTION 1828 HIGH-VELOCITY HURRICANE ZONES\u2014SPECIAL PILES OR SPECIAL CONDITIONS RESERVED
SECTION 1829 HIGH-VELOCITY HURRICANE ZONES\u2014LOAD TESTS ON PILES RESERVED
SECTION 1830 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATION WALLS AND GRADE BEAMS RESERVED
SECTION 1831 HIGH-VELOCITY HURRICANE ZONES\u2014GRADES UNDER BUILDINGS RESERVED
SECTION 1832 HIGH-VELOCITY HURRICANE ZONES\u2014RETAINING WALLS RESERVED
SECTION 1833 HIGH-VELOCITY HURRICANE ZONES\u2014SEAWALLS AND BULKHEADS RESERVED
SECTION 1834 HIGH-VELOCITY HURRICANE ZONES\u2014SOIL IMPROVEMENT RESERVED <\/td>\n<\/tr>\n
576<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
577<\/td>\nTABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f \u2032c)
FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
581<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1
TABLE 1908.2ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) <\/td>\n<\/tr>\n
582<\/td>\nSECTION 1909 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN
SECTION 1910 SHOTCRETE <\/td>\n<\/tr>\n
583<\/td>\nSECTION 1911 REINFORCED GYPSUM CONCRETE
SECTION 1912 CONCRETE-FILLED PIPE COLUMNS
SECTION 1913 SPECIAL WIND PROVISIONS FOR CONCRETE <\/td>\n<\/tr>\n
584<\/td>\nSECTIONS 1914\u20131916 RESERVED
SECTION 1917 LIGHTWEIGHT INSULATING CONCRETE ROOFS <\/td>\n<\/tr>\n
585<\/td>\nSECTION 1918 RESERVED
SECTION 1919 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL RESERVED
SECTION 1920 HIGH-VELOCITY HURRICANE ZONES\u2014STANDARDS RESERVED
SECTION 1921 HIGH-VELOCITY HURRICANE ZONES\u2014DEFINITIONS RESERVED
SECTION 1922 HIGH-VELOCITY HURRICANE ZONES\u2014MATERIALS RESERVED
SECTION 1923 HIGH-VELOCITY HURRICANE ZONES\u2014CONCRETE QUALITY RESERVED
SECTION 1924 HIGH-VELOCITY HURRICANE ZONES\u2014MIXING AND PLACING CONCRETE RESERVED
SECTION 1925 HIGH-VELOCITY HURRICANE ZONES\u2014FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS RESERVED
SECTION 1926 HIGH-VELOCITY HURRICANE ZONES\u2014DETAILS OF REINFORCEMENT RESERVED
SECTION 1927 HIGH-VELOCITY HURRICANE ZONES\u2014PRECAST CONCRETE UNITS RESERVED
SECTION 1928 HIGH-VELOCITY HURRICANE ZONES\u2014PRESTRESSED CONCRETE RESERVED
SECTION 1929 HIGH-VELOCITY HURRICANE ZONES\u2014PNEUMATICALLY PLACED CONCRETE (SHOTCRETE) RESERVED <\/td>\n<\/tr>\n
586<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
TABLE 2002.4 DESIGN WIND PRESSURES SCREENED ENCLOSURES (STRENGTH DESIGN OR LRFD ONLY) <\/td>\n<\/tr>\n
587<\/td>\nTABLE 2002.4A HEIGHT ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
588<\/td>\nSECTION 2003 HIGH-VELOCITY HURRICANE ZONES\u2014ALUMINUM <\/td>\n<\/tr>\n
590<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
592<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
593<\/td>\nSECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
594<\/td>\nTABLE 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
595<\/td>\nSECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1
SECTION 2108 STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
596<\/td>\nSECTION 2109 EMPIRICAL DESIGN OF MASONRY
TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2 <\/td>\n<\/tr>\n
597<\/td>\nTABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
598<\/td>\nSECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
600<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
601<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
604<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
605<\/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
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
606<\/td>\nSECTION 2114 TERMITE INSPECTION
SECTION 2115 SPECIAL WIND PROVISIONS FOR MASONRY
SECTION 2116-2117 RESERVED
SECTION 2118 HIGH-VELOCITY HURRICANE ZONES\u2014DESIGN RESERVED
SECTION 2119 HIGH-VELOCITY HURRICANE ZONES\u2014QUALITY, TESTS, AND APPROVALS
SECTION 2120 HIGH-VELOCITY HURRICANE ZONES\u2014ALLOWABLE UNIT STRESSES IN UNIT MASONRY RESERVED
SECTION 2121 HIGH-VELOCITY HURRICANE ZONES\u2014CONSTRUCTION DETAILS <\/td>\n<\/tr>\n
609<\/td>\nSECTION 2122 HIGH-VELOCITY HURRICANE ZONES\u2014REINFORCED UNIT MASONRY <\/td>\n<\/tr>\n
612<\/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 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES <\/td>\n<\/tr>\n
613<\/td>\nSECTION 2207 STEEL JOISTS
SECTION 2208 STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
614<\/td>\nSECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
SECTION 2212 GABLE ENDWALLS
SECTION 2213 RESERVED <\/td>\n<\/tr>\n
615<\/td>\nSECTION 2214 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL\u2014STEEL CONSTRUCTION <\/td>\n<\/tr>\n
616<\/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 RESERVED
SECTION 2219 HIGH-VELOCITY HURRICANE ZONES\u2014TUBULAR COLUMNS
SECTION 2220 HIGH-VELOCITY HURRICANE ZONES\u2014PROTECTION OF METAL RESERVED
SECTION 2221 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL\u2014OPEN WEB STEEL JOISTS <\/td>\n<\/tr>\n
617<\/td>\nSECTION 2222 HIGH-VELOCITY HURRICANE ZONES\u2014COLD-FORMED STEEL CONSTRUCTION <\/td>\n<\/tr>\n
618<\/td>\nSECTION 2223 HIGH-VELOCITY HURRICANE ZONES\u2014PREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PREENGINEERED STRUCTURES) <\/td>\n<\/tr>\n
619<\/td>\nSECTION 2224 HIGH-VELOCITY HURRICANE ZONES\u2014CHAIN LINK FENCES
TABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS <\/td>\n<\/tr>\n
620<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
624<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
625<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
TABLE 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
626<\/td>\nTABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
627<\/td>\nTABLE 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
TABLE 2304.7(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) <\/td>\n<\/tr>\n
628<\/td>\nTABLE 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
630<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
631<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
632<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
635<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
EQUATION 23-1
TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
636<\/td>\nTABLE 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
637<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
638<\/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
639<\/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
640<\/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 LOADINGb <\/td>\n<\/tr>\n
641<\/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
642<\/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 <\/td>\n<\/tr>\n
643<\/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 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
646<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
647<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
648<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u00ce\u201d = 360) <\/td>\n<\/tr>\n
649<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
650<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
651<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
652<\/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 SHEATHING (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) <\/td>\n<\/tr>\n
653<\/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
655<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
656<\/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
657<\/td>\nTABLE 2308.9.5\u2014continued 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
658<\/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
659<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
660<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
661<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
662<\/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
663<\/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
664<\/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
665<\/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
666<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
667<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
668<\/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) <\/td>\n<\/tr>\n
669<\/td>\nTABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
670<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
671<\/td>\nTABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
672<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
673<\/td>\nTABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
674<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
675<\/td>\nTABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
676<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
678<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
679<\/td>\nTABLE 2308.10.9\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
680<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
681<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea) <\/td>\n<\/tr>\n
683<\/td>\nFIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES <\/td>\n<\/tr>\n
684<\/td>\nFIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <\/td>\n<\/tr>\n
685<\/td>\nFIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
686<\/td>\nSECTIONS 2309 \u2013 2313 RESERVED
SECTION 2314 HIGH-VELOCITY HURRICANE ZONES <\/td>\n<\/tr>\n
687<\/td>\nSECTION 2315 HIGH-VELOCITY HURRICANE ZONES\u2014QUALITY <\/td>\n<\/tr>\n
688<\/td>\nSECTION 2316 HIGH-VELOCITY HURRICANE ZONES\u2014SIZES RESERVED
SECTION 2317 HIGH-VELOCITY HURRICANE ZONES\u2014UNIT STRESSES
SECTION 2318 HIGH-VELOCITY HURRICANE ZONE\u2014VERTICAL FRAMING <\/td>\n<\/tr>\n
690<\/td>\nSECTION 2319 HIGH-VELOCITY HURRICANE ZONES\u2014HORIZONTAL FRAMING <\/td>\n<\/tr>\n
694<\/td>\nSECTION 2320 HIGH-VELOCITY HURRICANE ZONES\u2014FIRESTOPS RESERVED
SECTION 2321 HIGH-VELOCITY HURRICANE ZONES\u2014ANCHORAGE <\/td>\n<\/tr>\n
695<\/td>\nSECTION 2322 HIGH-VELOCITY HURRICANE ZONES\u2014SHEATHING
TABLE 2322.1.6 PLYWOOD SUBFLOOR <\/td>\n<\/tr>\n
696<\/td>\nTABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING <\/td>\n<\/tr>\n
697<\/td>\nSECTION 2323 HIGH-VELOCITY HURRICANE ZONES\u2014FURRING RESERVED
SECTION 2324 HIGH-VELOCITY HURRICANE ZONES\u2014CONNECTORS
SECTION 2325 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD SUPPORTING MASONRY
SECTION 2326 HIGH-VELOCITY HURRICANE ZONES\u2014PROTECTION OF WOOD <\/td>\n<\/tr>\n
698<\/td>\nTABLE 2324.1 NAIL CONNECTION FOR WOOD MEMBERS
SECTION 2327 HIGH-VELOCITY HURRICANE ZONES\u2014FIRE RETARDANT WOOD RESERVED
SECTION 2328 HIGH-VELOCITY HURRICANE ZONE\u2014WOOD FENCES <\/td>\n<\/tr>\n
699<\/td>\nSECTION 2329 HIGH-VELOCITY HURRICANE ZONES\u2014FIRE-RETARDANT-TREATED SHAKES AND SHINGLES RESERVED
SECTION 2330 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD BLOCKING <\/td>\n<\/tr>\n
700<\/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 <\/td>\n<\/tr>\n
701<\/td>\nEQUATION 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
EQUATION 24-12 <\/td>\n<\/tr>\n
702<\/td>\nSECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
703<\/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 PART 1201 <\/td>\n<\/tr>\n
704<\/td>\nTABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
705<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
706<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
SECTION 2410 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL <\/td>\n<\/tr>\n
707<\/td>\nSECTION 2411 HIGH-VELOCITY HURRICANE ZONES\u2014WINDOWS, DOORS, GLASS AND GLAZING <\/td>\n<\/tr>\n
709<\/td>\nSECTION 2412 HIGH-VELOCITY HURRICANE ZONES\u2014GLASS VENEER <\/td>\n<\/tr>\n
710<\/td>\nSECTION 2413 HIGH-VELOCITY HURRICANE ZONES\u2014STORM SHUTTERS\/EXTERNAL PROTECTIVE DEVICES
SECTION 2414 HIGH-VELOCITY HURRICANE ZONES\u2014CURTAIN WALLS <\/td>\n<\/tr>\n
711<\/td>\nSECTION 2415 HIGH-VELOCITY HURRICANE ZONES\u2014STRUCTURAL GLAZING SYSTEMS <\/td>\n<\/tr>\n
714<\/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
SECTION 2506 GYPSUM BOARD MATERIALS <\/td>\n<\/tr>\n
715<\/td>\nTABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
716<\/td>\nTABLE 2508.5 ALLOWABLE SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
717<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
718<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
719<\/td>\nSECTION 2514 HIGH-VELOCITY HURRICANE ZONES\u2014LATHING RESERVED
SECTION 2515 HIGH-VELOCITY HURRICANE ZONES\u2014PLASTER RESERVED
SECTION 2516 HIGH-VELOCITY HURRICANE ZONES\u2014STUCCO RESERVED
SECTION 2517 HIGH-VELOCITY HURRICANE ZONES\u2014GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS RESERVED
SECTION 2518 HIGH-VELOCITY HURRICANE ZONES\u2014SUSPENDED AND FURRED CEILINGS RESERVED
SECTION 2519 HIGH-VELOCITY HURRICANE ZONES\u2014ASBESTOS RESERVED
SECTION 2520 HIGH-VELOCITY HURRICANE ZONES\u2014TILE RESERVED <\/td>\n<\/tr>\n
720<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
723<\/td>\nSECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER <\/td>\n<\/tr>\n
724<\/td>\nSECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
725<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
726<\/td>\nSECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
727<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
728<\/td>\nSECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
SECTION 2614 HIGH-VELOCITY HURRICANE ZONES\u2014PLASTICS <\/td>\n<\/tr>\n
730<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
732<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
734<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES
TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
735<\/td>\nTABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
736<\/td>\nTABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
738<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL <\/td>\n<\/tr>\n
739<\/td>\nSECTION 3002 HOISTWAY ENCLOSURES
SECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
740<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
741<\/td>\nSECTION 3006 MACHINE ROOMS
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
742<\/td>\nFIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
743<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
744<\/td>\nSECTION 3009 ELEVATOR ACCESSIBILITY REQUIREMENTS FOR THE PHYSICALLY HANDICAPPED <\/td>\n<\/tr>\n
745<\/td>\nSECTION 3010 SERIAL NUMBERS
SECTION 3011 ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC ELEVATOR CYLINDERS <\/td>\n<\/tr>\n
746<\/td>\nSECTION 3012 ALTERATIONS TO ELECTRIC AND HYDRAULIC ELEVATORS AND ESCALATORS <\/td>\n<\/tr>\n
748<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
749<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
750<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
751<\/td>\nSECTION 3106 MARQUEES <\/td>\n<\/tr>\n
752<\/td>\nSECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE <\/td>\n<\/tr>\n
755<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR PHOTOVOLTAIC PANELS\/MODULES
SECTION 3112 DEPOSIT OF MATERIAL IN TIDEWATER REGULATED <\/td>\n<\/tr>\n
756<\/td>\nSECTION 3113 LIGHTING, MIRRORS, LAND
SECTION 3114 AIRPORT NOISE <\/td>\n<\/tr>\n
758<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
760<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
761<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
762<\/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
763<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
764<\/td>\nCHAPTER 34 EXISTING 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
766<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAF
AAMA <\/td>\n<\/tr>\n
767<\/td>\nACI
AF&PA <\/td>\n<\/tr>\n
768<\/td>\nAHA
AISC
AISI <\/td>\n<\/tr>\n
769<\/td>\nAITC
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
770<\/td>\nAPA <\/td>\n<\/tr>\n
771<\/td>\nAPSP
ASABE
ASCE\/SEI <\/td>\n<\/tr>\n
772<\/td>\nASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
779<\/td>\nAWCI <\/td>\n<\/tr>\n
780<\/td>\nAWPA
AWS
BHMA
CGSB <\/td>\n<\/tr>\n
781<\/td>\nCPA
CPSC
CSA
CSSB <\/td>\n<\/tr>\n
782<\/td>\nDASMA
DECO
DOC\/NIST
DOJ <\/td>\n<\/tr>\n
783<\/td>\nDOL\/OSHA
DOTn
EN
FCI <\/td>\n<\/tr>\n
784<\/td>\nFEMA
FINA
FLORIDA CODES <\/td>\n<\/tr>\n
786<\/td>\nFDOE
FGI
FM <\/td>\n<\/tr>\n
787<\/td>\nFRSA
FS
GA
GSA
HPVA
HUD <\/td>\n<\/tr>\n
788<\/td>\nICC
IEEE
IESNA
ISO
MIA <\/td>\n<\/tr>\n
789<\/td>\nNAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
791<\/td>\nNSF
PCI
PTI
RCSC
RMI <\/td>\n<\/tr>\n
792<\/td>\nSDI
SJI
SPRI
TECO <\/td>\n<\/tr>\n
793<\/td>\nTIA
TMS
TPI <\/td>\n<\/tr>\n
794<\/td>\nUL <\/td>\n<\/tr>\n
795<\/td>\nULC
USC
WDMA <\/td>\n<\/tr>\n
796<\/td>\nWRI
WSTI <\/td>\n<\/tr>\n
798<\/td>\nCHAPTER 36 FLORIDA FIRE PREVENTION CODE <\/td>\n<\/tr>\n
800<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
802<\/td>\nAPPENDIX B CHAPTER 9B-52 F.A.C.FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION
NEW RESIDENTIAL BUILDING CONSTRUCTION
9B-52.001 PURPOSE AND INTENT
9B-52.002 DEFINITIONS
9B-52.003 DEPARTMENT ACTIVITIES
9B-52.004 FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION, ADOPTED <\/td>\n<\/tr>\n
803<\/td>\nFLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION TABLE OF CONTENTS <\/td>\n<\/tr>\n
804<\/td>\nCHAPTER B101 GENERAL
B101 GENERAL
B102 INTENT
B103 SCOPE
B104 COMPLIANCE
CHAPTER B201 DEFINITIONS
B201 GENERAL
B202 DEFINITIONS <\/td>\n<\/tr>\n
805<\/td>\nCHAPTER B301 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL
B301 GENERAL
B302 SUB-SLAB AND SOIL MEMBRANES <\/td>\n<\/tr>\n
806<\/td>\nB303 FLOOR SLAB-ON-GRADE BUILDINGS <\/td>\n<\/tr>\n
807<\/td>\nB304 SLAB-BELOW-GRADE CONSTRUCTION <\/td>\n<\/tr>\n
808<\/td>\nB305 BUILDINGS WITH CRAWL SPACES
B306 BUILDINGS WITH COMBINATION FLOOR SYSTEMS
B307 SPACE CONDITIONING SYSTEMS <\/td>\n<\/tr>\n
810<\/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
811<\/td>\nCHAPTER C1 ADMINISTRATION
C101 GENERAL
C102 ALTERNATE MATERIALS AND METHODS
C103 COMPLIANCE
CHAPTER C2 DEFINITIONS
C201 GENERAL
C202 DEFINITIONS <\/td>\n<\/tr>\n
812<\/td>\nCHAPTER C3 TESTING
C301 GENERAL
CHAPTER C4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING
C401 GENERAL
C402 SEALING CRACKS AND JOINTS IN CONCRETE FLOORS AND WALLS <\/td>\n<\/tr>\n
813<\/td>\nC403 FLOORS OVER CRAWLSPACE
C404 COMBINED CONSTRUCTION TYPES
C405 APPROVED SEALANT MATERIALS
C406 SPACE CONDITIONING AND VENTILATION SYSTEMS
CHAPTER C5 ENGINEERED SYSTEMS
C501 GENERAL <\/td>\n<\/tr>\n
814<\/td>\nC502 DESIGN CRITERIA
CHAPTER C6 SOIL DEPRESSURIZATION SYSTEMS
C601 GENERAL
C602 SOIL DEPRESSURIZATION SYSTEM INSTALLATION CRITERIA <\/td>\n<\/tr>\n
815<\/td>\nC603 SOIL DEPRESSURIZATION SYSTEM DESIGN CRITERIA
C604 CRAWLSPACE VENTILATION <\/td>\n<\/tr>\n
818<\/td>\nAPPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
819<\/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
820<\/td>\nSECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
822<\/td>\nAPPENDIX E FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION
CHAPTER E101 GENERAL
E101 GENERAL
E102 INTENT
E103 SCOPE
E104 COMPLIANCE <\/td>\n<\/tr>\n
823<\/td>\nCHAPTER E201 DEFINITIONS
E201 GENERAL
E202 DEFINITIONS <\/td>\n<\/tr>\n
825<\/td>\nCHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS
E301 GENERAL
E302 SOIL GAS-RETARDER MEMBRANE <\/td>\n<\/tr>\n
826<\/td>\nE303 CONCRETE FLOORS IN CONTACT WITH SOIL GAS <\/td>\n<\/tr>\n
828<\/td>\nE304 WALLS IN CONTACT WITH SOIL GAS
E305 BUILDINGS WITH CRAWL SPACES <\/td>\n<\/tr>\n
829<\/td>\nE306 SPACE CONDITIONING SYSTEMS AND VENTILATING
E307 AIR DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n
830<\/td>\nCHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS
E401 GENERAL
E402 SYSTEM COMPONENTS
E403 ASD SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
834<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
836<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
837<\/td>\nSECTION G104 PERMITS
SECTION G105 VARIANCES <\/td>\n<\/tr>\n
838<\/td>\nSECTION G201 DEFINITIONS <\/td>\n<\/tr>\n
839<\/td>\nSECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES <\/td>\n<\/tr>\n
840<\/td>\nSECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK
SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
841<\/td>\nSECTION G1101 REFERENCED STANDARDS <\/td>\n<\/tr>\n
842<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION <\/td>\n<\/tr>\n
843<\/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
844<\/td>\nSECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
845<\/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
846<\/td>\nAPPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
848<\/td>\nAPPENDIX J GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
849<\/td>\nSECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
SECTION J107 FILLS
SECTION J108 SETBACKS <\/td>\n<\/tr>\n
850<\/td>\nFIGURE J107.3 BENCHING DETAILS
FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
851<\/td>\nSECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
852<\/td>\nAPPENDIX K ADMINISTRATIVE PROVISIONS
SECTION K101 GENERAL
SECTION K102 APPLICABILITY
SECTION K103 PERMITS <\/td>\n<\/tr>\n
853<\/td>\nSECTION K104 CONSTRUCTION DOCUMENTS
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K106 REQUIRED INSPECTIONS
SECTION K107 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
854<\/td>\nSECTION K108 TESTING
SECTION K109 RECONNECTION
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K111 ELECTRICAL PROVISIONS <\/td>\n<\/tr>\n
856<\/td>\nAPPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
858<\/td>\nAPPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD
SECTION M102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
860<\/td>\nINDEX <\/td>\n<\/tr>\n
896<\/td>\nSIGNIFICANT CHANGES TO THE 5TH EDITION (2014) FLORIDA BUILDING CODE: BUILDING AND RESIDENTIAL <\/td>\n<\/tr>\n
897<\/td>\nTHE INTERNATIONAL CODE COUNCIL’S TRAINING AND EDUCATION DEPARTMENT <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code – Building, 5th 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>\n2014<\/td>\n897<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":139798,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-139796","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\/139796","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\/139798"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=139796"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=139796"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=139796"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}