FL Building 07 2007
$68.79
Florida Building Code – Building
| Published By | Publication Date | Number of Pages |
| FL | 2007 | 1140 |
This is a fully integrated code based on the 2006 International Building Code. Included is Accessibility (Chapter 11) and Energy (Chapter 13).
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2007 FLORIDA BUILDING CODE – BUILDING |
| 2 | COPYRIGHTŠ 2008 |
| 3 | PREFACE |
| 5 | TABLE OF CONTENTS |
| 15 | CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL SECTION 102 APPLICABILITY |
| 17 | SECTION 103 DEPARTMENT OF BUILDING SAFETYRESERVED SECTION 104 DUTIES AND POWERS OF THEBUILDING OFFICIAL SECTION 105 PERMITS |
| 21 | SECTION 106 CONSTRUCTION DOCUMENTS |
| 24 | SECTION 107 TEMPORARY STRUCTURES AND USES SECTION 108 FEES |
| 25 | SECTION 109 INSPECTIONS |
| 27 | SECTION 110 CERTIFICATES OF OCCUPANCY ANDCOMPLETION |
| 28 | SECTION 111 SERVICE UTILITIES SECTION 112 BOARD OF APPEALSRESERVED SECTION 113 VIOLATIONSRESERVED SECTION 114 STOP WORK ORDER SECTION 115 UNSAFE STRUCTURES AND EQUIPMENTRESERVED |
| 29 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS |
| 41 | CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A |
| 42 | SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F |
| 43 | SECTION 307 HIGH-HAZARD GROUP H |
| 44 | [F] TABLE 307.1(1)MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p |
| 45 | [F] TABLE 307.1(1)âcontinued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p |
| 46 | [F] TABLE 307.1(2)MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, j |
| 51 | SECTION 308 INSTITUTIONAL GROUP I |
| 52 | SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R |
| 53 | SECTION 311 STORAGE GROUP S SECTION 312 UTILITY AND MISCELLANEOUS GROUP U |
| 54 | SECTION 313 DAY-CARE OCCUPANCY GROUP D |
| 55 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL BUILDINGS |
| 56 | (EQUATION 4-1) |
| 59 | SECTION 403 HIGH-RISE BUILDINGS |
| 60 | SECTION 404 ATRIUMS SECTION 405 UNDERGROUND BUILDINGS |
| 61 | SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES |
| 63 | TABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT |
| 65 | SECTION 407 GROUP I-2 |
| 66 | SECTION 408 GROUP I-3 |
| 68 | SECTION 409 MOTION PICTURE PROJECTION ROOMS |
| 69 | SECTION 410 STAGES AND PLATFORMS |
| 70 | SECTION 411 SPECIAL AMUSEMENT BUILDINGS |
| 71 | SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.1.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORTTRAFFIC CONTROL TOWERS |
| 73 | SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS |
| 74 | [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS |
| 75 | [F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIESNONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS d,e,f |
| 76 | TABLE [F] 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDSIN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa |
| 77 | [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa |
| 78 | SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 |
| 80 | [F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
| 81 | TABLE 415.3.1âcontinued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
| 82 | [F] TABLE 415.3.2 REQUIRED DETACHED STORAGE |
| 85 | [F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a |
| 90 | SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS |
| 91 | SECTION 419 HOSPITALS |
| 98 | SECTION 420 NURSING HOMES |
| 105 | TABLE 420.3.13.7 NURSING HOME MINIMUM VENTILATION RATE8 |
| 106 | TABLE 420.3.17.2 PLUMBING FIXTURES AND MINIMUM TRIM |
| 111 | SECTION 421 AMBULATORY SURGICAL CENTERS |
| 114 | SECTION 422 BIRTHING CENTERS |
| 116 | SECTION 423 STATE REQUIREMENTS FOREDUCATIONAL FACILITIES |
| 134 | SECTION 424 SWIMMING POOLS AND BATHING PLACES(PUBLIC AND PRIVATE) |
| 139 | TABLE 424.1.6.1 PUBLIC SWIMMING POOL FIXTURES REQUIRED |
| 154 | SECTION 425 PUBLIC LODGING ESTABLISHMENTS |
| 155 | SECTION 426 PUBLIC FOOD SERVICE ESTABLISHMENTS |
| 156 | SECTION 427 MENTAL HEALTH PROGRAMS |
| 165 | SECTION 428 MANUFACTURED BUILDINGS |
| 167 | SECTION 429 BOOT CAMPS FOR CHILDREN SECTION 430 MAUSOLEUMS AND COLUMBARIUMS |
| 169 | SECTION 431 TRANSIENT PUBLIC LODGING ESTABLISHMENTS SECTION 432 USE OF ASBESTOS IN NEW PUBLIC BUILDINGSOR BUILDINGS NEWLY CONSTRUCTED FORLEASE TO GOVERNMENT ENTITIES-PROHIBITION SECTION 433 ADULT DAY CARE |
| 170 | SECTION 434 ASSISTED LIVING FACILITIES |
| 173 | SECTION 435 CONTROL OF RADIATION HAZARDS |
| 177 | SECTION 436 DAY-CARE OCCUPANCIES |
| 178 | TABLE 436.5 DAY-CARE LOCATION AND TYPE OF CONSTRUCTION |
| 179 | SECTION 437 HOSPICE INPATIENT FACILITIES ANDUNITS AND HOSPICE RESIDENCES |
| 182 | SECTION 438 GROUP I-1, R-1, R-2, R-3 SECTION 439 HYDROGEN CUTOFF ROOMS |
| 185 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL HEIGHT AND AREA LIMITATIONS SECTION 504 HEIGHT |
| 186 | TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREASaHeight limitations shown as stories and feet above grade plane.Area limitations as determined by the definition of âArea, building,â per story |
| 187 | SECTION 505 MEZZANINES |
| 188 | SECTION 506 AREA MODIFICATIONS (EQUATION 5-1) (EQUATION 5-2) |
| 189 | SECTION 507 UNLIMITED AREA BUILDINGS |
| 190 | SECTION 508 MIXED USE AND OCCUPANCY TABLE 508.2 INCIDENTAL USE AREAS |
| 192 | TABLE 508.3.3 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) SECTION 509 SPECIAL PROVISIONS |
| 195 | CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL SECTION 602 CONSTRUCTION CLASSIFICATION |
| 196 | SECTION 603 COMBUSTIBLE MATERIAL IN TYPE IAND II CONSTRUCTION |
| 197 | TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) |
| 198 | TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e TABLE 602.4 WOOD MEMBER SIZE |
| 199 | CHAPTER 7 FIRE-RESISTANCE-RATED CONSTRUCTION SECTION 701 GENERAL SECTION 702 DEFINITIONS |
| 200 | SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS |
| 201 | SECTION 704 EXTERIOR WALLS (EQUATION 7-1) |
| 202 | (EQUATION 7-2) FIGURE 704.7 EQUIVALENT OPENING FACTOR TABLE 704.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGSa |
| 204 | SECTION 705 FIRE WALLS TABLE 705.4 FIRE WALL FIRE-RESISTANCE RATINGSc |
| 206 | SECTION 706 FIRE BARRIERS |
| 207 | TABLE 706.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIREBARRIER ASSEMBLIES BETWEEN FIRE AREAS |
| 208 | SECTION 707 SHAFT ENCLOSURES |
| 210 | SECTION 708 FIRE PARTITIONS |
| 211 | SECTION 709 SMOKE BARRIERS |
| 212 | SECTION 710 SMOKE PARTITIONS SECTION 711 HORIZONTAL ASSEMBLIES |
| 213 | SECTION 712 PENETRATIONS |
| 215 | SECTION 713 FIRE-RESISTANT JOINT SYSTEMS |
| 216 | SECTION 714 FIRE-RESISTANCE RATING OFSTRUCTURAL MEMBERS |
| 217 | SECTION 715 OPENING PROTECTIVES TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS |
| 220 | TABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS TABLE 715.5.3 LIMITING SIZES OF WIRED GLASS PANELS SECTION 716 DUCTS AND AIR TRANSFER OPENINGS |
| 221 | TABLE 716.3.1 FIRE DAMPER RATING |
| 224 | SECTION 717 CONCEALED SPACES |
| 225 | SECTION 718 FIRE-RESISTANCE REQUIREMENTSFOR PLASTER |
| 226 | SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS SECTION 720 PRESCRIPTIVE FIRE RESISTANCE |
| 227 | SECTION 721 CALCULATED FIRE RESISTANCE |
| 228 | TABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 229 | TABLE 720.1(1)âcontinued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 230 | TABLE 720.1(1)âcontinued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 231 | TABLE 720.1(1)âcontinued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 232 | TABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
| 233 | TABLE 720.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
| 234 | TABLE 720.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
| 235 | TABLE 720.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
| 236 | TABLE 720.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
| 237 | TABLE 720.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
| 238 | TABLE 720.1(2)âcontinued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p |
| 239 | TABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
| 240 | TABLE 720.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
| 241 | TABLE 720.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
| 242 | TABLE 720.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
| 243 | TABLE 720.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
| 244 | TABLE 720.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
| 245 | TABLE 720.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
| 246 | TABLE 720.1(3)âcontinued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
| 247 | TABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE ORPRECAST CONCRETE WALLS, LOAD-BEARING ORNONLOAD-BEARING |
| 248 | (Equation 7-3) FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OFTWO-WYTHE CONCRETE WALLS (Equation 7-4) TABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 |
| 249 | TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59 FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION |
| 250 | TABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL |
| 251 | TABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESSFOR 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-COURSECONCRETE FLOORS |
| 252 | FIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE TABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) |
| 253 | 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) |
| 254 | TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) |
| 255 | TABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d |
| 256 | (Equation 7-7) TABLE 721.3.4 MINIMUM COVER OF LONGITUDINALREINFORCEMENT IN FIRE-RESISTANCE-RATEDREINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 721.3.5 MINIMUM DIMENSION OFCONCRETE MASONRY COLUMNS (inches) (Equation 7-8) |
| 257 | TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAMEBRICK VENEER WALLS OR PARTITIONS (Equation 7-9) |
| 258 | (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 TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS (Equation 7-11) |
| 259 | TABLE 721.5.1(1) W/D RATIOS FOR STEEL COLUMNS |
| 260 | FIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETEROF STRUCTURAL STEEL COLUMNS FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEELCOLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEELCOLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM |
| 261 | FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNSPROTECTED WITH VARIOUS THICKNESSES OFTYPE X GYPSUM WALLBOARD FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITHSPRAY-APPLIED FIRE-RESISTANT MATERIALS (Equation 7-12) FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTEDSTRUCTURAL STEEL COLUMNS |
| 262 | (Equation 7-13) (Equation 7-14) (Equation 7-15) |
| 263 | (Equation 7-16) FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETEROF STRUCTURAL STEEL BEAMS AND GIRDERS TABLE 721.5.1(2) PROPERTIES OF CONCRETE |
| 264 | TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAYMASONRY UNITS |
| 265 | TABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 266 | TABLE 721.5.1(4)âcontinued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES |
| 267 | TABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 268 | TABLE 721.5.1(5)âcontinued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 269 | TABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 270 | TABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNSENCASED IN NORMAL-WEIGHT CONCRETEa[FIGURE 721.5.1(6)(c)] TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNSENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa[FIGURE 721.5.1(6)(c)] |
| 271 | TABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNSIN NORMAL-WEIGHT PRECAST COVERSa[FIGURE 721.5.1(6)(a)] TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNSIN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa[FIGURE 721.5.1(6)(a)] |
| 272 | (Equation 7-17) TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa,b,c,d |
| 273 | TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa,b,c,d TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a,b,c TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS |
| 274 | TABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 721.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION (Equation 7-18) (Equation 7-19) (Equation 7-20) (Equation 7-21) |
| 275 | FIGURE 721.6.3(1) LOAD FIGURE FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS |
| 277 | CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES |
| 279 | TABLE 803.5 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk SECTION 804 INTERIOR FLOOR FINISH |
| 280 | SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND IICONSTRUCTION [F] SECTION 806 DECORATIVE MATERIALS AND TRIM |
| 283 | CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS |
| 286 | SECTION 903 AUTOMATIC SPRINKLER SYSTEMS |
| 287 | [F] TABLE 903.2.4.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 288 | [F] TABLE 903.2.13 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 291 | SECTION 904 ALTERNATIVE AUTOMATICFIRE-EXTINGUISHING SYSTEMS |
| 292 | SECTION 905 STANDPIPE SYSTEMS |
| 294 | SECTION 906 PORTABLE FIRE EXTINGUISHERS SECTION 907 FIRE ALARM AND DETECTION SYSTEMS |
| 301 | [F] TABLE 907.9.1.3 VISIBLE AND AUDIBLE ALARMS |
| 302 | SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS |
| 304 | (EQUATION 9-1) (EQUATION 9-2) (EQUATION 9-8) (EQUATION 9-3) |
| 309 | SECTION 910 SMOKE AND HEAT VENTS |
| 310 | (EQUATION 9-4) [F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa |
| 311 | SECTION 911 FIRE COMMAND CENTER SECTION 912 FIRE DEPARTMENT CONNECTIONS |
| 313 | CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS |
| 314 | SECTION 1003 GENERAL MEANS OF EGRESS |
| 315 | SECTION 1004 OCCUPANT LOAD |
| 316 | TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT TABLE 1004.1.1âcontinued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT |
| 317 | SECTION 1005 EGRESS WIDTH TABLE 1005.1 EGRESS WIDTH PER OCCUPANT SERVED SECTION 1006 MEANS OF EGRESS ILLUMINATION |
| 318 | TABLE 1006 EMERGENCY LIGHTING REQUIREMENTS |
| 320 | SECTION 1007 ACCESSIBLE MEANS OF EGRESS SECTION 1008 DOORS, GATES AND TURNSTILES |
| 322 | TABLE 1008.1.3.1 REVOLVING DOOR SPEEDS |
| 327 | SECTION 1009 STAIRWAYS |
| 330 | SECTION 1010 RAMPS |
| 331 | SECTION 1011 EXIT SIGNS SECTION 1012 HANDRAILS |
| 332 | SECTION 1013 GUARDS |
| 333 | SECTION 1014 EXIT ACCESS |
| 335 | SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS TABLE 1015.1 SPACES WITH ONE MEANS OF EGRESS |
| 336 | SECTION 1016 EXIT ACCESS TRAVEL DISTANCE |
| 337 | TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa SECTION 1017 CORRIDORS TABLE 1017.1 CORRIDOR FIRE-RESISTANCE RATING |
| 338 | SECTION 1018 EXITS SECTION 1019 NUMBER OF EXITS AND CONTINUITY TABLE 1019.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD |
| 339 | TABLE 1019.2 BUILDINGS WITH ONE EXIT SECTION 1020 VERTICAL EXIT ENCLOSURES |
| 341 | SECTION 1021 EXIT PASSAGEWAYS SECTION 1022 HORIZONTAL EXITS |
| 342 | SECTION 1023 EXTERIOR EXIT RAMPS AND STAIRWAYS SECTION 1024 EXIT DISCHARGE |
| 343 | SECTION 1025 ASSEMBLY |
| 345 | TABLE 1025.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 346 | TABLE 1025.9.2.1 CAPACITY FACTORS |
| 347 | TABLE 1025.10.2 SMOKE-PROTECTEDASSEMBLY AISLE ACCESSWAYS |
| 349 | SECTION 1026 EMERGENCY ESCAPE AND RESCUE |
| 350 | SECTION 1027 BUSINESS SECTION 1028 EDUCATIONAL SECTION 1029 FACTORY-INDUSTRIAL SECTION 1030 INSTITUTIONAL |
| 352 | SECTION 1031 MERCANTILE SECTION 1032 RESIDENTIAL SECTION 1033 STORAGE SECTION 1034 DAY CARE |
| 354 | SECTION 1035 BOILER, FURNACE AND MECHANICALEQUIPMENT ROOMS |
| 355 | CHAPTER 11 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION PART A CHAPTER 11 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTIONPART A |
| 362 | SECTION 11-1 PURPOSE SECTION 11-2 GENERAL SECTION 11-3 MISCELLANEOUS INSTRUCTIONS AND DEFINITIONS |
| 366 | SECTION 11-4 ACCESSIBLE ELEMENTS AND SPACES: SCOPEAND TECHNICAL REQUIREMENTS |
| 391 | SECTION 11-5 RESTAURANTS AND CAFETERIAS SECTION 11-6 MEDICAL CARE FACILITIES |
| 392 | SECTION 11-7 BUSINESS AND MERCANTILE |
| 393 | SECTION 11-8 LIBRARIES SECTION 11-9 ACCESSIBLE TRANSIENT LODGING |
| 396 | SECTION 11-10 TRANSPORTATION FACILITIES |
| 400 | SECTION 11-11 RESIDENTIAL BUILDINGS SECTION 11-12 THEME PARK OR AN ENTERTAINMENT COMPLEX |
| 401 | TABLE 1 GRAPHIC CONVENTIONS FIGURE 1 MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR FIGURE 2 MINIMUM CLEAR WDTH FOR TWO WHEELCHAIRS |
| 402 | FIGURE 3 WHEELCHAIR TURNING SPACE FIGURE 4 MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS |
| 403 | FIGURE 4 (CONTINUED) MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS |
| 404 | FIGURE 5 FORWARD REACH |
| 405 | FIGURE 6 SIDE REACH |
| 406 | FIGURE 7 ACCESSIBLE ROUTE |
| 407 | FIGURE 8 PROTRUDING OBJECTS |
| 408 | FIGURE 8 PROTRUDING OBJECTS (CONTINUED) |
| 409 | FIGURE 8 PROTRUDING OBJECTS (CONTINUED) |
| 410 | FIGURE 9(A) STANDARDS PARKING SPACE DESIGN FIGURE 9(B) ALTERNATIVE PARKING SPACES FOR THEME PARK AND ENTERTAINMENT COMPLEX ONLY FIGURE 10 ACCESS AISLE AT PASSENGER LOADING ZONES |
| 411 | FIGURE 11 MEASUREMENT OF CURB RAMP SLOPES FIGURE 12 SIDES OF CURB RAMPS FIGURE 13 BUILT-UP CUEB RAMP |
| 412 | FIGURE 15 CURB RAMPS AT MARKED CROSSINGS |
| 413 | FIGURE 16 COMPONENTS OF A SINGLE RAMP RUN AND SAMPLE RAMP DIMENSIONS |
| 414 | FIGURE 17 EXAMPLES OF EDGE PROTECTION AND HANDRAIL EXTENSIONS |
| 415 | FIGURE 18 USABLE TREAD WIDTH AND EXAMPLES OF ACCEPTABLE NOSINGS |
| 416 | FIGURE 19 STAIR HANDRAILS |
| 417 | FIGURE 20 HOISTWAY AND ELEVATOR ENTRANCES FIGURE 21 GRAPH OF TIMING EQUATION FIGURE 22 MINIMUM DIMENSIONS OF ELEVATOR CARS |
| 418 | FIGURE 23 CAR CONTROLS |
| 419 | FIGURE 24 CLEAR DOORWAY WIDTH AND DEPTH |
| 420 | FIGURE 25 MANEUVERING CLEARANCE AT DOORS |
| 421 | FIGURE 25 (CONTINUED) MANEUVERING CLEARANCE AT DOORS |
| 422 | FIGURE 26 TWO HINGED DOORS IN SERIES |
| 423 | FIGURE 27 DRINKING FOUNTAINS AND WATER COOLERS |
| 424 | FIGURE 28 CLEAR FLOOR SPACE AT WATER CLOSETS (NOT IN STALL) FIGURE 29 GRAB BARS AT WATER CLOSETS |
| 425 | FIGURE 30 TOILET STALLS |
| 426 | FIGURE 30e TOILET STALL NEW CONSTRUCTION |
| 427 | FIGURE 31 LAVATORY CLEARANCES FIGURE 32 CLEAR FLOOR SPACE AT LAVATORIES |
| 428 | FIGURE 33 CLEAR FLOOR SPACE AT BATHTUBS |
| 429 | FIGURE 34 GRAB BARS AT BATHTUBS |
| 430 | FIGURE 35 SHOWER SIZE AND CLEARANCES FIGURE 36 SHOWER SEAT DESIGN |
| 431 | FIGURE 37 GRAB BARS AT SHOWER STALLS |
| 432 | FIGURE 38 STORAGE SHELVES AND CLOSETS |
| 433 | FIGURE 39 SIZE AND SPACING OF HANDRAILS AND GRAB BARS |
| 434 | FIGURE 40 (A) STRIPS AND GROOVES USED AS DETECTABLE WARNINGS ON WALKING SURFACES FIGURE 40 (B) STRIPS AND GROOVES USED AS DETECTABLE WARNINGS ON WALKING SURFACES |
| 435 | FIGURE 43 INTERNATIONAL SYMBOLS |
| 436 | FIGURE 44 MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES |
| 437 | FIGURE 45 MINIMUM CLEARNCES FOR SEATING AND TABLES FIGURE 46 SPACE REQUIREMENTS FOR WHEELCHAIR SEATING SPACES IN SERIES |
| 438 | FIGURE 53 FOOD SERVICE LINES FIGURE 54 TABLEWARE AREAS |
| 439 | FIGURE 55 CARD CATALOG FIGURE 56 STACKS |
| 440 | FIGURE 57 ROLL-IN SHOWER WITH FOLDING SEAT |
| 441 | APPENDIX A COMMENTARY – APPENDIX OF THE ADAAG RESERVED |
| 443 | FAIR HOUSING ACCESSIBILITY GUIDELINES PART B DESIGN GUIDELINES FOR ACCESSIBLE/ADAPTABLE DWELLINGS |
| 445 | FAIR HOUSING ACCESSIBILITY GUIDELINES |
| 452 | FIGURE 2 REACH RANGES |
| 453 | FIGURE 3 WATER CLOSETS IN ADAPTABLE BATHROOMS |
| 454 | FIGURE 4 LOCATION OF GRAB BAR REINFORCEMENTS FOR ADAPTABLE BATHTUBS FIGURE 5 LOCATION OF GRAB BAR REINFORCEMENTS FOR ADAPTABLE SHOWERS |
| 455 | FIGURE 6 MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS |
| 456 | FIGURE 7 CLEAR FLOOR SPACE FOR ADAPTABLE BATHROOMS |
| 457 | FIGURE 7 (continued) CLEAR FLOOR SPACE FOR ADAPTABLE BATHROOMS |
| 458 | FIGURE 8 ALTERNATIVE SPECIFICATION – CLEAR FLOOR SPACE AT BATHTUB |
| 459 | CHAPTER 11 REQUEST FOR WAIVER FROM ACCESSIBILITY REQUIREMENTS CHAPTER 553, PART V, FLORIDA STATUTES August 1999 PART C |
| 461 | DEPARTMENT OF COMMUNITY AFFAIRS FLORIDA BUILDING COMMISSION 2555 |
| 472 | CHAPTER 11 PART D SECTION 553.501-513, FLORIDA STATUTES ACCESSIBILITY BY HANDICAPPED PERSONS |
| 477 | CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION |
| 478 | SECTION 1204 TEMPERATURE CONTROL SECTION 1205 LIGHTING |
| 479 | SECTION 1206 YARDS OR COURTS SECTION 1207 SOUND TRANSMISSION SECTION 1208 INTERIOR SPACE DIMENSIONS |
| 480 | SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 SURROUNDING MATERIALS |
| 481 | CHAPTER 13 ENERGY EFFICIENCY – SUBCHAPTER 13-1 ADMINISTRATION AND ENFORCEMENT SECTION 13-100 GENERAL SECTION 13-101 SCOPE |
| 484 | SECTION 13-102 MATERIALS AND EQUIPMENT SECTION 103 CODE COMPLIANCE AND PERMITTING |
| 485 | SECTION 13-104 INSPECTIONS |
| 486 | SECTION 13-105 REPORTING TABLE 13-105.1 REPORTING SCHEDULE SECTION 13-106 VALIDITY |
| 487 | FIGURE 1-1 CODE COMPLIANCE CHART |
| 489 | SUBCHAPTER 13-2 DEFINITIONS SECTION 13-201 GENERAL SECTION 13-202 DEFINITIONS |
| 505 | SUBCHAPTER 13-3 REFERENCED STANDARDS AND ORGANIZATIONS AABC AAMA ACCA ADC |
| 506 | AHAM AMCA ANSI ARDM ARI |
| 507 | ASHRAE ASTM |
| 508 | CRRC CTI DASMA DOE |
| 509 | FLORIDA CODES FSEC FTC GAMA |
| 510 | HI HUD ISO NAIMA NEBB |
| 511 | NEMA NFPA NFRC SMACNA SRCC UL |
| 512 | WDMA |
| 513 | SUBCHAPTER 13-4 COMMERCIAL BUILDING COMPLIANCE METHODS SECTION 13-400 ADMINISTRATION |
| 515 | TABLE 13-400.ABC.3 INDEX TO COMMERCIAL CODE COMPLIANCE FORMS SECTION 13-401 FENESTRATIONS (GLAZING) |
| 516 | TABLE 13-401.C.3 SHGC MULTIPLIERS FOR PERMANENT PROJECTIONS SECTION 13-402 WALLS SECTION 13-403 DOORS |
| 517 | SECTION 13-404 ROOFS/CEILINGS EQUATION (4-1) TABLE 13-404.C.1 ROOF U-FACTOR MULTIPLIERS FOR EXCEPTION TO 13-404.C.1 SECTION 13-405 FLOORS SECTION 13-406 AIR INFILTRATION |
| 518 | SECTION 13-407 SPACE COOLING SYSTEMS |
| 523 | SECTION 13-408 SPACE HEATING EQUIPMENT |
| 524 | TABLE 13-407.ABC.3.2.1A ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS |
| 525 | TABLE 13-407.ABC.3.2.1 BELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS â MINIMUM EFFICIENCY REQUIREMENTS |
| 526 | TABLE 13-407.ABC.3.2.1C WATER CHILLING PACKAGES MINIMUM EFFICIENCY REQUIREMENTS |
| 527 | TABLE 13-407.ABC.3.2.1 D ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS,SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS,ROOM AIR CONDITIONERS, AND ROOM AIR CONDITIONER HEAT PUMPS â MINIMUM EFFICIENCY REQUIREMENTS |
| 528 | TABLE 13-407.ABC.3.2.1D â continued TABLE 13-407.ABC.3.2.1G PERFORMANCE REQUIREMENTS FOR HEAT REJECTION EQUIPMENT |
| 529 | TABLE 13-407.ABC.3.2.2H MINIMUM EFFICIENCIES FOR CENTRIFUGAL CHILLERS <150 TONSCOPstd = 5.00; IPLVstd = 5.25 |
| 530 | TABLE 13-407.ABC.3.2.2I MINIMUM EFFICIENCIES FOR CENTRIFUGAL CHILLERS 150 TONS, <300 TONSCOPstd = 5.55; IPLVstd = 5.90 |
| 531 | TABLE 13-407.ABC.3.2.2J MINIMUM EFFICIENCIES FOR CENTRIFUGAL CHILLERS > 300 TONSCOPstd = 6.10; IPLVstd = 6.40 |
| 532 | TABLE 13-408.ABC.3.2.1E WARM AIR FURNACES AND COMBINATION WARM AIR FURNACES/AIR-CONDITIONING UNITS,WARM AIR DUCT FURNACES AND UNIT HEATERS. MINIMUM EFFICIENCY REQUIREMENTS SECTION 13-409 VENTILATION |
| 533 | TABLE 13-408.ABC.3.2.1F GAS- AND OIL-FIRED BOILERSMINIMUM EFFICIENCY REQUIREMENTS TABLE 13-409.ABC.3.3.1 MAXIMUM DAMPER LEAKAGE |
| 534 | SECTION 13-410 AIR DISTRIBUTION SYSTEMS TABLE 13-410.ABC.1.1.1 FAN POWER LIMITATION |
| 535 | TABLE 13-410.ABC.2.2 MINIMUM DUCT INSULATION R-VALUES,Combined Heating and Cooling Supply and Return Ducts |
| 540 | SECTION 13-411 PUMPS AND PIPING |
| 541 | SECTION 13-412 WATER HEATING SYSTEMS |
| 542 | TABLE 13-411.ABC.2MINIMUM PIPE INSULATION (inches)1 |
| 543 | SECTION 13-413 ELECTRIC POWER SECTION 13-414 MOTORS SECTION 13-415 LIGHTING |
| 544 | TABLE 13-412.ABC.3 PERFORMANCE REQUIREMENTS FOR WATER HEATING EQUIPMENT |
| 545 | TABLE 13-414.ABC.1 MINIMUM NOMINAL EFFICIENCY FOR GENERAL PURPOSE DESIGN A AND DESIGN B MOTORS |
| 547 | TABLE 13-415.ABC.2.2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS |
| 548 | TABLE 13-415.ABC.2.2 – continued LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS |
| 549 | TABLE 13-415.B.1 LIGHTING POWER DENSITIES (LPD) USING THE SPACE-BY-SPACE METHOD |
| 550 | TABLE 13-415.C.1 LIGHTING POWER DENSITIES USINGTHE BUILDING AREA METHOD |
| 551 | SUBCHAPTER 13-6 RESIDENTIAL BUILDING COMPLIANCE METHODS SECTION 13-600 ADMINISTRATION |
| 553 | SECTION 13-601 FENESTRATIONS (GLAZING) |
| 554 | SECTION 13-602 WALLS |
| 555 | SECTION 13-603 DOORS SECTION 13-604 CEILINGS |
| 556 | SECTION 13-605 FLOORS |
| 557 | FIGURE 13-604.A.3 ACCEPTABLE ATTIC RADIANT BARRIER CONFIGURATIONS |
| 558 | SECTION 13-606 AIR INFILTRATION TABLE 13-606.ABC.1.1 ALLOWABLE AIR INFILTRATION RATES |
| 559 | SECTION 13-607 SPACE COOLING SYSTEMS |
| 562 | TABLE 13-607.ABC.3.2A ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS â MINIMUM EFFICIENCY REQUIREMENTS |
| 563 | TABLE 13-607.ABC.3.2 BELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS â MINIMUM EFFICIENCY REQUIREMENTS |
| 564 | TABLE 13-607.ABC.3.2D ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGEVERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIRCONDITIONERS HEAT PUMPS â MINIMUM EFFICIENCY REQUIREMENTS |
| 565 | TABLE 13-607.ABC.3.2D – continued ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGEVERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIRCONDITIONERS HEAT PUMPS â MINIMUM EFFICIENCY REQUIREMENTS |
| 566 | SECTION 13-608 SPACE HEATING SYSTEMS |
| 567 | TABLE 13-608.ABC.3.2E WARM AIR FURNACES AND COMBINATION WARM AIR FURNACES/AIR-CONDITIONING UNITS,WARM AIR DUCTFURNACES AND UNIT HEATERS. MINIMUM EFFICIENCY REQUIREMENTS |
| 568 | TABLE 13-608.ABC.3.2F GAS- AND OIL-FIRED BOILERS MINIMUM EFFICIENCY REQUIREMENTS SECTION 13-609 VENTILATION SYSTEMS |
| 569 | SECTION 13-610 AIR DISTRIBUTION SYSTEMS TABLE 13-610.ABC.2.1 MINIMUM INSULATION LEVELSAIR DISTRIBUTION SYSTEM COMPONENTS1 |
| 574 | SECTION 13-611 PIPING TABLE 13-611.ABC.1 MINIMUM PIPE INSULATION |
| 575 | SECTION 13-612 WATER HEATING SYSTEMS |
| 576 | TABLE 13-612.ABC.3 MINIMUM PERFORMANCE STANDARDSWATER HEATING EQUIPMENT: FIRED STORAGE WATER HEATER MINIMUM ENERGY FACTORS (EF) |
| 577 | SECTION 13-613 CALCULATIONAL PARAMETERS SPECIFIC TOCOMPLIANCE METHOD A TABLE 13-613.A.1-1 SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES |
| 578 | TABLE 13-613.A.1-1 – continued SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES TABLE 13-613.A.1-1 – continued SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES |
| 579 | TABLE 13-613.A.1-1 – continued SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES TABLE 13-613.A.1-1(a) DEFAULT BASELINE HOME HEATINGAND COOLING EQUIPMENT EFFICIENCIES (i) (k) (m) (n) |
| 580 | TABLE 13-613.A.2-1 COEFFICIENTS A AND B |
| 581 | APPENDIX 13-A JURISDICTIONAL DATA |
| 593 | APPENDIX 13-B SUPPLEMENTAL INFORMATION FOR SUBCHAPTER 13-4 |
| 596 | TABLE B-1 EMITTANCE VALUES OF VARIOUS SURFACES AND EFFECTIVE EMITTANCES OF AIR SPACES TABLE B-2 R-VALUES FOR CAVITY AIR SPACES TABLE B-3 EFFECTIVE R-VALUES FOR FIBERGLASS |
| 597 | TABLE B-4 R-VALUES FOR BUILDING MATERIALS TABLE B-5 THERMAL CONDUCTIVITY OF CONCRETE BLOCK MATERIAL |
| 598 | TABLE B-6 ASSEMBLY U-FACTORS FOR UNLABELED SKYLIGHTS |
| 599 | TABLE B-7 ASSEMBLY SOLAR HEAT GAIN COEFFICIENTS (SHGC) AND ASSEMBLY VISIBLE LIGHT TRANSMITTANCES (VLT)FOR UNLABELED SKYLIGHTS |
| 600 | TABLE B-8 ASSEMBLY U-FACTORS, ASSEMBLY SOLAR HEAT GAIN COEFFICIENTS (SHGC), AND ASSEMBLY VISIBLE LIGHTTRANSMITTANCES (VLT) FOR UNLABELED VERTICAL FENESTRATION |
| 601 | TABLE B-9 ASSEMBLY U-FACTORS FOR ABOVE-GRADE CONCRETE WALLS AND MASONRY WALLS |
| 602 | TABLE B-9 – continued ASSEMBLY U-FACTORS FOR ABOVE-GRADE CONCRETE WALLS AND MASONRY WALLS |
| 603 | TABLE B-10 ASSEMBLY U-FACTORS, C-FACTORS, Ru, Rc, AND HEAT CAPACITY FOR CONCRETE |
| 604 | TABLE B-10 – continued ASSEMBLY U-FACTORS, C-FACTORS, Ru, Rc, and HEAT CAPACITY FOR CONCRETE |
| 605 | TABLE B-11 ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HEAT CAPACITY FOR CONCRETE BLOCK WALLS |
| 606 | TABLE B-11 – continued ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HEAT CAPACITY FOR CONCRETE BLOCK WALLS |
| 607 | TABLE B-11 – continued ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HEAT CAPACITY FOR CONCRETE BLOCK WALLS |
| 608 | TABLE B-12 EFFECTIVE R-VALUES FOR INSULATION/FRAMING LAYERS ADDED TO ABOVE-GRADE MASS WALLS AND BELOW-GRADE WALLS |
| 609 | TABLE B-13 ASSEMBLY U-FACTORS FOR METAL BUILDING WALLS TABLE B-14 ASSEMBLY U-FACTORS FOR STEEL FRAME WALLS |
| 611 | TABLE B-15 ASSEMBLY U-FACTORS FOR WOOD FRAME WALLS |
| 612 | TABLE B-16 ASSEMBLY C-FACTORS FOR BELOW-GRADE WALLS TABLE B-17 EFFECTIVE INSULATION/FRAMING LAYER R-VALUES FORWALL INSULATION INSTALLED BETWEEN STEEL FRAMING |
| 613 | TABLE B-18 EFFECTIVE INSULATION/FRAMING LAYER R-VALUES FOR ROOF AND FLOOR INSULATION INSTALLED BETWEEN METAL FRAMING (4 FT ON CENTER) TABLE B-19 ASSEMBLY U-FACTORS FOR ROOFS WITH INSULATION ENTIRELY ABOVE DECK |
| 615 | TABLE B-20 ASSEMBLY U-FACTORS FOR METAL BUILDING ROOFS |
| 616 | TABLE B-21 B ASSEMBLY U-FACTORS FOR ATTIC ROOFSWITH WOOD JOISTS TABLE B-22 ASSEMBLY U-FACTORS FOR ATTIC ROOFS WITH STEEL JOISTS (4.0 FT ON CENTER) TABLE B-21A SINGLE RAFTER ROOFS |
| 618 | TABLE B-23 ASSEMBLY U-FACTORS FOR MASS FLOORS |
| 619 | TABLE B-24 ASSEMBLY U-FACTORS FOR STEEL JOIST FLOORS |
| 620 | TABLE B-25 ASSEMBLY U-FACTORS FOR WOOD JOIST FLOORS |
| 622 | TABLE B-26 ASSEMBLY F-FACTORS FOR SLAB-ON-GRADE FLOORS |
| 623 | APPENDIX 13-C SUPPLEMENTAL INFORMATION FOR SUBCHAPTER 13-6 TABLE 13-C1.2.2 R-VALUES OF COMPRESSED INSULATION TABLE 13-C1.2.3 INSULATION INSTALLATION STANDARDS |
| 624 | TABLE 13-C2.1.1 DEFAULT WINDOW ENERGY VALUES FOR RESIDENTIAL APPLICATIONS |
| 626 | TABLE 13-C4.1.1 ACOOLING SYSTEM ASSUMED, MINIMUM RATINGS BY DATE PERMITTED AIR CONDITIONERS TABLE 13-C4.1.1B HEATING SYSTEM ASSUMED, MINIMUM RATINGS BY DATE PERMITTED HEAT PUMPS |
| 627 | SUB-APPENDIX 13-2C SUPPLEMENTAL CRITERIA FOR THE ALTERNATE RESIDENTIAL POINTS SYSTEM METHOD (EQUATION 13-2C1.2) (EQUATION 13-2C2.1.2A) (EQUATION 13-2C2.1.2B) (EQUATION 13-2C2.1.2C) (EQUATION 13-2C2.1.2D) |
| 628 | (EQUATION 13-2C2.1.2E) (EQUATION 13-2C2.1.2F) (EQUATION 13-2C2.1.2G) (EQUATION 13-2C2.1.2H) FIGURE 6.1 |
| 629 | TABLE 13-2C2.1.1A SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENTAND ORIENTATION FOR CLIMATE ZONES 1, 2, 3 |
| 630 | TABLE 13-2C2.1.1A (continued) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT |
| 631 | TABLE 13-2C2.1.1B SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENTAND ORIENTATION FOR CLIMATE ZONES 4,5,6 |
| 632 | TABLE 13-2C2.1.1B (continued) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENTAND ORIENTATION FOR CLIMATE ZONES 4,5,6 |
| 633 | TABLE 13-2C2.1.1C SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENTAND ORIENTATION FOR CLIMATE ZONES 7,8,9 |
| 634 | TABLE 13-2C2.1.1C (continued) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENTAND ORIENTATION FOR CLIMATE ZONES 7,8,9 |
| 635 | TABLE 13-2C2.2.1 CONCRETE BLOCK MULTIPLIERS â LIGHT WEIGHT TABLE 13-2C2.2.2 CONCRETE BLOCK MULTIPLIERS POLYSTYRENE BEAD AGGREGATE TABLE 13-2C2.4.1 CEILING UNDER ATTIC SUMMER AND WINTER POINT MULTIPLIERS |
| 636 | TABLE 13-2C2.4.2 CEILING SINGLE ASSEMBLY SUMMER AND WINTER POINT MULTIPLIERS TABLE 13-2C2.4.3 CONCRETE DECK ROOF: EXPOSED SUMMER AND WINTER POINT MULTIPLIERS (EQUATION 13-2C4.1.1) |
| 637 | TABLE 13-2C2.4.4 CONCRETE ROOF DECK: DROPPED SUMMER AND WINTER POINT MULTIPLIERS TABLE 13-2C2.5.1 FLOORS MULTIPLIERS FOR STEM WALL WITH STEM WALL INSULATION TABLE 13-2C4.1.2A COOLING SYSTEM MULTIPLIER ASSUMED MINIMUM RATINGS BY DATE PERMITTED AIR CONDITIONERS |
| 638 | TABLE 13-2C4.1.2B HEATING SYSTEM MULTIPLIER ASSUMED MINIMUM RATINGS BY DATE PERMITTED HEAT PUMPS TABLE 13-2C4.2.1.1 FAN SIZING TABLE TABLE 13-2C4.2 COOLING SYSTEM MULTIPLIERS GAS FUELED AIR CONDITIONERS |
| 640 | FIGURE 13-2C4.2.1.4 ACCEPTABLE ATTIC RADIANT BARRIER CONFIGURATIONS |
| 641 | TABLE 13-2C4.3.1.3A HEATING SYSTEM CREDIT MULTIPLIERS FOR COMBINED HYDRONIC SPACE GAS WATER HEATING WITH A STORAGE TANK TABLE 13-2C4.3.1.3B HEATING SYSTEM CREDIT MULTIPLIERS FOR COMBINED HYDRONIC INSTANTANEOUS (TANKLESS) GAS WATERHEATING |
| 642 | TABLE 13-2C4.3.2.1 HEATING SYSTEM MULTIPLIERS GAS FUELED HEAT PUMPS |
| 643 | TABLE 13-2C5.2.1A DUCT MULTIPLIERS NORTH FLORIDA |
| 644 | TABLE 13-2C5.2.1A – continued DUCT MULTIPLIERS NORTH FLORIDA |
| 645 | TABLE 13-2C5.2.1B DUCT MULTIPLIERS CENTRAL FLORIDA |
| 646 | TABLE 13-2C5.2.1B – continued DUCT MULTIPLIERS CENTRAL FLORIDA |
| 647 | TABLE 13-2C5.2.1C DUCT MULTIPLIERS SOUTH FLORIDA |
| 648 | TABLE 13-2C5.2.1C – continued DUCT MULTIPLIERS SOUTH FLORIDA |
| 649 | TABLE 13-2C6.2.1 GAS INSTANTANEOUS (TANKLESS) WATER HEATER MULTIPLIERS |
| 651 | APPENDIX 13-D |
| 675 | APPENDIX 13-D Part H |
| 681 | APPENDIX 13-D Part I |
| 687 | APPENDIX 13-D Part J |
| 688 | APPENDIX 13-D Part K |
| 689 | APPENDIX 13-E FLORIDA STANDARD NO. 1 (FL-1) FLORIDA REGULATORY MODIFICATIONS TO AIR-CONDITIONING & REFRIGERATION INSTITUTE (ARI) STANDARD 470-80 Effective April 1, 1986 Part L SECTION 1 PURPOSE SECTION 2 SCOPE SECTION 3 DEFINITIONS SECTION 4 STANDARD EQUIPMENT AND ACCESSORIES SECTION 5 TESTING AND RATING REQUIREMENTS |
| 690 | SECTION 7 MARKING SECTION 8 CONFORMANCE SECTION A2 SCOPE SECTION A3 DEFINITIONS SECTION A4 EXPRESSION OF TEST RESULTS SECTION A5 TEST METHODS |
| 691 | CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS |
| 692 | SECTION 1404 MATERIALS |
| 693 | SECTION 1405 INSTALLATION OF WALL COVERINGS TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS |
| 696 | SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS |
| 697 | TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS SECTION 1407 METAL COMPOSITE MATERIALS (MCM) |
| 698 | SECTION 1408 HIGH-VELOCITY HURRICANE ZONE OTHER MATERIALS |
| 701 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS SECTION 1503 WEATHER PROTECTION |
| 702 | TABLE 1503.2 METAL FLASHING MATERIAL SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.1.2 ROOF COVERING CLASSIFICATIONUSING ALTERNATIVE METHOD |
| 703 | TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FORBUILDINGS WITH GRAVEL OR STONE ON THE ROOF IN AREASOUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION |
| 704 | TABLE 1505.1a,b MINIMUM ROOF COVERING CLASSIFICATIONFOR TYPES OF CONSTRUCTION SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS |
| 706 | TABLE 1507.2.10 WIND RESISTANCE OF ASPHALT SHINGLES |
| 707 | TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE |
| 708 | TABLE 1507.7.5 SLATE SHINGLE HEADLAP TABLE 1507.8.4 WOOD SHINGLE MATERIAL REQUIREMENTS |
| 709 | TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION |
| 710 | TABLE 1507.8.6 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 1507.9.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.7 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 711 | TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS |
| 712 | SECTION 1508 ROOF INSULATION TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOFTOP STRUCTURES |
| 713 | TABLE 1509.7 CLEARANCE BELOW RAISED ROOFMOUNTED MECHANICAL UNITS SECTION 1510 REROOFING |
| 714 | SECTION 1511 RESERVED SECTION 1512 HIGH-VELOCITY HURRICANE ZONESâGENERAL |
| 715 | SECTION 1513 HIGH-VELOCITY HURRICANE ZONESâDEFINITIONS |
| 717 | SECTION 1514 HIGH-VELOCITY HURRICANE ZONESâWEATHER PROTECTION |
| 718 | SECTION 1515 HIGH-VELOCITY HURRICANE ZONESâPERFORMANCE REQUIREMENTS |
| 719 | TABLE 1515.2 MINIMUM SLOPE SECTION 1516 HIGH-VELOCITY HURRICANE ZONESâFIRE CLASSIFICATION SECTION 1517 HIGH-VELOCITY HURRICANE ZONESâMATERIALS |
| 720 | SECTION 1518 HIGH-VELOCITY HURRICANE ZONESâROOF COVERINGS WITH SLOPES 2:12 OR GREATER |
| 722 | SECTION 1519 HIGH-VELOCITY HURRICANE ZONESâROOF COVERINGS WITH SLOPES LESS THAN 2:12 |
| 724 | SECTION 1520 HIGH-VELOCITY HURRICANE ZONESâROOF INSULATION |
| 725 | SECTION 1521 HIGH-VELOCITY HURRICANE ZONESâREROOFING |
| 727 | SECTION 1522 HIGH-VELOCITY HURRICANE ZONESâROOFTOP STRUCTURES AND COMPONENTS TABLE 1522.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS SECTION 1523 HIGH-VELOCITY HURRICANE ZONESâTESTING |
| 731 | SECTION 1524 HIGH-VELOCITY HURRICANE ZONESâREQUIRED OWNERS NOTIFICATION FOR ROOFINGCONSIDERATIONS |
| 732 | SECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION |
| 737 | CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS |
| 738 | SECTION 1603 CONSTRUCTION DOCUMENTS |
| 739 | SECTION 1604 GENERAL DESIGN REQUIREMENTS TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i, j |
| 740 | SECTION 1605 LOAD COMBINATIONS (EQUATION 16-1) (Equation 16-2) |
| 741 | TABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 742 | (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 16-19) (EQUATION 16-20) (EQUATION 16-21) |
| 743 | SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS |
| 744 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADSg |
| 745 | TABLE 1607.1âcontinued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ANDMINIMUM CONCENTRATED LIVE LOADSg |
| 746 | (EQUATION 16-24) TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL (EQUATION 16-25) |
| 747 | (EQUATION 16-26) (EQUATION 16-27) (EQUATION 16-28) (EQUATION 16-29) (EQUATION 16-30) (EQUATION 16-31) (EQUATION 16-32) (EQUATION 16-33) |
| 748 | SECTION 1608 SNOW LOADS RESERVED SECTION 1609 WIND LOADS |
| 750 | FIGURE 1609 STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED |
| 751 | TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENINGSCHEDULE FOR WOOD STRUCTURAL PANELS (Equation 16-34) |
| 752 | TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa,b,c (EQUATION 16-35) |
| 753 | SECTION 1610 SOIL LATERAL LOADS SECTION 1611 RAIN LOADS SECTION 1612 HIGH-VELOCITY HURRICANE ZONESâGENERAL |
| 754 | TABLE 1609.6(1) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITHA MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) TABLE 1609.6(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, ( ) |
| 755 | TABLE 1610.1 SOIL LATERAL LOAD SECTION 1613 HIGH-VELOCITY HURRICANE ZONESâDEFLECTION |
| 756 | SECTION 1614 HIGH-VELOCITY HURRICANE ZONESâVOLUME CHANGES SECTION 1615 HIGH-VELOCITY HURRICANE ZONESâMINIMUM LOADS TABLE 1615 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADSSee Tables 4-1 of ASCE 7 with commen SECTION 1616 HIGH-VELOCITY HURRICANE ZONESâROOF LIVE LOADS |
| 757 | SECTION 1617 HIGH-VELOCITY HURRICANE ZONESâROOF DRAINAGE FIGURE 1617.3 REQUIRED AREA OF OVERFLOW SCUPPERS SECTION 1618 HIGH-VELOCITY HURRICANE ZONESâSPECIAL LOAD CONSIDERATIONS |
| 759 | SECTION 1619 HIGH VELOCITY HURRICANE ZONES â LIVELOAD REDUCTIONS SECTION 1620 HIGH-VELOCITY HURRICANE ZONESâWIND LOADS SECTION 1621 HIGH-VELOCITY HURRICANE ZONESâOVERTURNING MOMENT AND UPLIFT SECTION 1622 HIGH-VELOCITY HURRICANE ZONESâSCREEN ENCLOSURES |
| 760 | SECTION 1623 HIGH-VELOCITY HURRICANE ZONESâLIVE LOADS POSTED AND OCCUPANCY PERMITS SECTION 1624 HIGH-VELOCITY HURRICANE ZONESâFOUNDATION DESIGN SECTION 1625 HIGH-VELOCITY HURRICANE ZONESâLOAD TESTS TABLE 1625.4 FATIGUE LOADING SEQUENCE |
| 761 | SECTION 1626 HIGH-VELOCITY HURRICANE ZONESâIMPACT TESTS FOR WIND-BORNE DEBRIS |
| 763 | TABLE 1626 CYCLIC WIND PRESSURE LOADING |
| 765 | CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS |
| 766 | SECTION 1704 SPECIAL INSPECTIONS RESERVED SECTION 1705 QUALITY ASSURANCE FOR SEISMIC RESISTANCE RESERVED SECTION 1706 QUALITY ASSURANCE FOR WIND RESISTANCE RESERVED SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE RESERVED SECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE RESERVED SECTION 1709 STRUCTURAL OBSERVATIONS RESERVED SECTION 1710 DESIGN STRENGTHS OF MATERIALS |
| 767 | SECTION 1711 ALTERNATIVE TEST PROCEDURE SECTION 1712 TEST SAFE LOAD SECTION 1713 IN-SITU LOAD TESTS SECTION 1714 PRE- CONSTRUCTION LOAD TESTS |
| 770 | TABLE 1714.5.3 MINIMUM TEST SIZES, INCLUDING FRAMING |
| 772 | SECTION 1715 MATERIAL AND TEST STANDARDS |
| 773 | CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 FOUNDATION AND SOILS INVESTIGATIONS |
| 774 | SECTION 1803 EXCAVATION, GRADING AND FILL |
| 775 | SECTION 1804 ALLOWABLE LOAD-BEARING VALUES OF SOILS TABLE 1804.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE SECTION 1805 FOOTINGS AND FOUNDATIONS |
| 776 | FIGURE 1805.3.1 FOUNDATION CLEARANCES FROM SLOPES |
| 777 | TABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e |
| 779 | TABLE 1805.5(1) PLAIN MASONRY FOUNDATION WALLSa, b, c |
| 780 | TABLE 1805.5(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 5 INCHESa, b, c |
| 781 | TABLE 1805.5(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 6.75 INCHESa, b, c |
| 782 | TABLE 1805.5(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 8.75 INCHESa, b, c |
| 783 | TABLE 1805.5(5) CONCRETE FOUNDATION WALLSb, c |
| 785 | (EQUATION 18-1) (EQUATION 18-2) (EQUATION 18-3) |
| 786 | SECTION 1806 RETAINING WALLS SECTION 1807 DAMPPROOFING AND WATERPROOFING |
| 787 | TABLE 1806.4 REINFORCEMENT FOR MASONRY RETAINING WALLSa |
| 788 | SECTION 1808 PIER AND PILE FOUNDATIONS |
| 791 | SECTION 1809 DRIVEN PILE FOUNDATIONS |
| 793 | SECTION 1810 CAST-IN-PLACE CONCRETE PILE FOUNDATIONS |
| 796 | SECTION 1811 COMPOSITE PILES SECTION 1812 PIER FOUNDATIONS |
| 797 | SECTIONS 1813 â 1815 RESERVED SECTION 1816 TERMITE PROTECTION |
| 798 | SECTION 1817 HIGH-VELOCITY HURRICANE ZONES âEXCAVATIONS SECTION 1818 HIGH-VELOCITY HURRICANE ZONESâBEARING CAPACITY OF SOIL SECTION 1819 HIGH-VELOCITY HURRICANE ZONESâSOIL BEARING FOUNDATIONS |
| 800 | TABLE 1819.6 ALLOWABLE LATERAL PRESSURE |
| 801 | SECTION 1820 HIGH-VELOCITY HURRICANE ZONESâCONCRETE SLABS ON FILL SECTION 1821 HIGH-VELOCITY HURRICANE ZONESâMONOLITHIC FOOTINGS |
| 802 | SECTION 1822 HIGH-VELOCITY HURRICANE ZONESâPILE FOUNDATIONS |
| 804 | SECTION 1823 HIGH-VELOCITY HURRICANE ZONESâWOOD PILES TABLE 1823 SECTION 1824 HIGH-VELOCITY HURRICANE ZONESâPRECAST CONCRETE PILES |
| 805 | TABLE 1824 SECTION 1825 HIGH-VELOCITY HURRICANE ZONES âPRESTRESSED PRECAST CONCRETE PILES SECTION 1826 HIGH-VELOCITY HURRICANE ZONESâCAST-IN-PLACE |
| 806 | SECTION 1827 HIGH-VELOCITY HURRICANE ZONES âROLLED STRUCTURAL SHAPES SECTION 1828 HIGH-VELOCITY HURRICANE ZONES âSPECIAL PILES OR SPECIAL CONDITIONS SECTION 1829 HIGH-VELOCITY HURRICANE ZONESâLOAD TESTS ON PILES SECTION 1830 HIGH-VELOCITY HURRICANE ZONES âFOUNDATION WALLS AND GRADE BEAMS |
| 807 | SECTION 1831 HIGH-VELOCITY HURRICANE ZONES âGRADES UNDER BUILDINGS SECTION 1832 HIGH-VELOCITY HURRICANE ZONESâRETAINING WALLS SECTION 1833 HIGH-VELOCITY HURRICANE ZONESâSEAWALLS AND BULKHEADS SECTION 1834 HIGH-VELOCITY HURRICANE ZONESâSOIL IMPROVEMENT |
| 809 | CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS |
| 810 | TABLE 1904.2.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f c) FIGURE 1904.2.2 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, c |
| 811 | SECTION 1905 CONCRETE QUALITY, MIXING AND PLACING SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS |
| 812 | SECTION 1907 DETAILS OF REINFORCEMENT SECTION 1908 MODIFICATIONS TO ACI 318 RESERVED SECTION 1909 STRUCTURAL PLAIN CONCRETE |
| 813 | SECTION 1910 MINIMUM SLAB PROVISIONS SECTION 1911 ANCHORAGE TO CONCRETEâALLOWABLE STRESS DESIGN |
| 814 | (EQUATION 19-1) TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1912 ANCHORAGE TO CONCRETEâSTRENGTH DESIGN SECTION 1913 SHOTCRETE |
| 816 | SECTION 1914 REINFORCED GYPSUM CONCRETE SECTION 1915 CONCRETE-FILLED PIPE COLUMNS SECTION 1916 RESERVED SECTION 1917 LIGHTWEIGHT INSULATINGCONCRETE ROOF DECK |
| 817 | SECTION 1918 SPECIAL WIND PROVISIONS FOR CONCRETE |
| 818 | SECTION 1919 HIGH-VELOCITY HURRICANE ZONESâGENERAL SECTION 1920 HIGH-VELOCITY HURRICANE ZONES âSTANDARDS SECTION 1921 HIGH-VELOCITY HURRICANE ZONESâDEFINITIONS SECTION 1922 HIGH-VELOCITY HURRICANE ZONESâMATERIALS |
| 820 | SECTION 1923 HIGH-VELOCITY HURRICANE ZONESâCONCRETE QUALITY |
| 821 | SECTION 1924 HIGH-VELOCITY HURRICANE ZONESâMIXING AND PLACING CONCRETE |
| 822 | SECTION 1925 HIGH-VELOCITY HURRICANE ZONESâFORMWORK, EMBEDDED PIPES ANDCONSTRUCTION JOINTS |
| 823 | SECTION 1926 HIGH-VELOCITY HURRICANE ZONESâDETAILS OF REINFORCEMENT |
| 825 | SECTION 1927 HIGH-VELOCITY HURRICANE ZONESâPRECAST CONCRETE UNITS |
| 826 | SECTION 1928 HIGH-VELOCITY HURRICANE ZONES âPRESTRESSED CONCRETE |
| 828 | SECTION 1929 HIGH-VELOCITY HURRICANE ZONESâPNEUMATICALLY PLACED CONCRETE(SHOTCRETE) |
| 829 | CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS |
| 830 | TABLE 2002.4 DESIGN WIND PRESSURES FOR ALUMINUM SCREENED ENCLOSURESa,b,c TABLE 2002.4A HEIGHT ADJUSTMENT FACTORS SECTION 2003 HIGH-VELOCITY HURRICANE ZONESâALUMINUM |
| 833 | CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS |
| 836 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS |
| 837 | TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS |
| 838 | TABLE 2103.8(1) MORTAR PROPORTIONS TABLE 2103.8(2) MORTAR PROPERTIESa |
| 839 | TABLE 2103.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION |
| 840 | SECTION 2104 CONSTRUCTION |
| 843 | SECTION 2105 QUALITY ASSURANCE TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY |
| 844 | TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY SECTION 2106 SEISMIC DESIGN RESERVED SECTION 2107 ALLOWABLE STRESS DESIGN |
| 845 | (EQUATION 21-2) SECTION 2108 STRENGTH DESIGN OF MASONRY |
| 846 | SECTION 2109 EMPIRICAL DESIGN OF MASONRY TABLE 2109.2.1.2 DIAPHRAGM LENGTH-TO-WIDTH RATIOS TABLE 2109.2.3.1 ALLOWABLE STRESS GROSS CROSS-SECTIONALAREA FOR DRY-STACKED, SURFACE-BONDEDCONCRETE MASONRY WALLS |
| 847 | TABLE 2109.4.1 WALL LATERAL SUPPORT REQUIREMENTS |
| 848 | TABLE 2109.3.2 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 849 | TABLE 2109.5.3.1 FOUNDATION WALL CONSTRUCTION |
| 851 | TABLE 2109.8.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 852 | SECTION 2110 GLASS UNIT MASONRY |
| 853 | FIGURE 2110.3.1 GLASS MASONRY DESIGN WIND LOAD RESISTANCE SECTION 2111 MASONRY FIREPLACES |
| 855 | FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS |
| 856 | SECTION 2113 MASONRY CHIMNEYS |
| 858 | TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUAREAND RECTANGULAR FLUE SIZES |
| 859 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION |
| 860 | SECTION 2114 TERMITE INSPECTION SECTION 2115 SPECIAL WIND PROVISIONS FOR MASONRY SECTIONS 2116 â 2117 RESERVED SECTION 2118 HIGH-VELOCITY HURRICANE ZONESâDESIGN SECTION 2119 HIGH-VELOCITY HURRICANE ZONESâQUALITY,TESTS, AND APPROVALS |
| 862 | SECTION 2120 HIGH-VELOCITY HURRICANE ZONESâALLOWABLE UNIT STRESSES IN UNIT MASONRY SECTION 2121 HIGH-VELOCITY HURRICANE ZONESâCONSTRUCTION DETAILS |
| 867 | SECTION 2122 HIGH-VELOCITY HURRICANE ZONESâREINFORCED UNIT MASONRY |
| 869 | CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL SECTION 2206 STEEL JOISTS |
| 870 | SECTION 2207 STEEL CABLE STRUCTURES SECTION 2208 STEEL STORAGE RACKS SECTION 2209 COLD-FORMED STEEL SECTION 2210 COLD-FORMED STEEL LIGHT-FRAMED CONSTRUCTION |
| 871 | SECTION 2211 GABLE END WALLS SECTION 2212 – 2213 RESERVED SECTION 2214 HIGH-VELOCITY HURRICANE ZONESâGENERALâSTEEL CONSTRUCTION |
| 872 | SECTION 2215 HIGH-VELOCITY HURRICANE ZONESâMATERIAL |
| 873 | SECTION 2216 HIGH-VELOCITY HURRICANE ZONESâDESIGN LOADS SECTION 2217 HIGH-VELOCITY HURRICANE ZONESâMINIMUM THICKNESS OF MATERIAL SECTION 2218 HIGH-VELOCITY HURRICANE ZONESâCONNECTIONS SECTION 2219 HIGH-VELOCITY HURRICANE ZONESâTUBULAR COLUMNS SECTION 2220 HIGH-VELOCITY HURRICANE ZONESâPROTECTION OF METAL SECTION 2221 HIGH-VELOCITY HURRICANE ZONESâGENERALâOPEN WEB STEEL JOISTS |
| 875 | SECTION 2222 HIGH-VELOCITY HURRICANE ZONESâCOLD-FORMED STEEL CONSTRUCTION |
| 876 | SECTION 2223 HIGH-VELOCITY HURRICANE ZONESâPRE-ENGINEERED, PREFABRICATED METALBUILDING SYSTEMS AND COMPONENTS(PRE-ENGINEERED STRUCTURES) |
| 877 | SECTION 2224 HIGH-VELOCITY HURRICANE ZONESâCHAIN LINK FENCES |
| 878 | TABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS |
| 879 | CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS |
| 880 | SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 883 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 884 | TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING |
| 885 | TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa,b TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE |
| 886 | TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING ANDSINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITHSTRENGTH AXIS PERPENDICULAR TO SUPPORTSa,b |
| 887 | TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a,b(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVERTWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a,b |
| 889 | TABLE 2304.9.1 FASTENING SCHEDULE |
| 890 | TABLE 2304.9.1âcontinued FASTENING SCHEDULE |
| 891 | TABLE 2304.9.1âcontinued FASTENING SCHEDULE |
| 893 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FORLATERAL-FORCE-RESISTING SYSTEMS |
| 894 | (EQUATION 23-1) TABLE 2305.2.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGMDEFLECTION DUE TO FASTENER SLIP (Structural I)a,d |
| 895 | TABLE 2305.2.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 896 | TABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOSHORIZONTAL AND SLOPED DIAPHRAGM (EQUATION 23-2) FIGURE 2305.2.5(1) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN-FRONT BUILDING |
| 897 | FIGURE 2305.2.5(2) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM TABLE 2305.3.4 MAXIMUM SHEAR WALL DIMENSION RATIOS |
| 898 | FIGURE 2305.3.5 GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH RATIO |
| 899 | (EQUATION 23-3) TABLE 2305.3.8.2 SHEAR RESISTANCE ADJUSTMENT FACTOR, Co |
| 900 | (EQUATION 23-4) SECTION 2306 ALLOWABLE STRESS DESIGN SECTION 2306 ALLOWABLE STRESS DESIGN |
| 901 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING TABLE 2306.2.1 WALL STUD BENDING STRESS INCREASE FACTORS |
| 902 | TABLE 2306.3.3 DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE |
| 903 | TABLE 2306.3.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITHFRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND LOADING h |
| 904 | TABLE 2306.3.1âcontinued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITHFRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND LOADINGh |
| 905 | TABLE 2306.3.1âcontinued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURALPANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINEa FOR WIND LOADINGh |
| 906 | TABLE 2306.3.2 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND LOADINGb, g, h |
| 907 | SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 908 | TABLE 2306.4.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITHFRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND LOADINGb, h, i, j, l |
| 909 | TABLE 2306.4.3 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHINGb TABLE 2306.4.4 ALLOWABLE SHEAR VALUES (plf) FOR WIND LOADING ON SHEAR WALLS OF FIBERBOARDSHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLYa,b,c,d,e,f,g,h |
| 910 | TABLE 2306.4.5 ALLOWABLE SHEAR FOR WIND FORCES FOR SHEAR WALLS OF LATHAND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES |
| 913 | TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L/ = 360) |
| 914 | TABLE 2308.8(1)âcontinued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L/ = 360) |
| 915 | TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L/ = 360) |
| 916 | TABLE 2308.8(2)âcontinued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L/ = 360) |
| 917 | TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 920 | FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 921 | FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING TABLE 2308.9.3(1) BRACED WALL PANELSa |
| 922 | 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) TABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING(Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs) |
| 923 | TABLE 2308.9.3(5) HARDBOARD SIDING |
| 924 | TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 925 | TABLE 2308.9.5âcontinued 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) |
| 926 | TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) |
| 927 | TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a,b,c,e,f,g,h |
| 928 | TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/ = 240) |
| 929 | TABLE 2308.10.2(1)âcontinued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/ = 240) |
| 930 | TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/ = 240) |
| 931 | TABLE 2308.10.2(2)âcontinued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/ = 240) |
| 932 | TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180) |
| 933 | TABLE 2308.10.3(1)âcontinued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 180) |
| 934 | TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 240) |
| 935 | TABLE 2308.10.3(2)âcontinued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/ = 240) |
| 936 | TABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg |
| 937 | TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 938 | TABLE 2308.10.9âcontinued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING SECTIONS 2309 – 2313 RESERVED SECTION 2314 HIGH-VELOCITY HURRICANE ZONES |
| 940 | SECTION 2315 HIGH-VELOCITY HURRICANE ZONES â QUALITY |
| 941 | TABLE 2315.4.2 MINIMUM GRADE REQUIREMENTS: BOARD GRADES SECTION 2316 HIGH-VELOCITY HURRICANE ZONES â SIZES SECTION 2317 HIGH-VELOCITY HURRICANE ZONES âUNIT STRESSES SECTION 2318 HIGH-VELOCITY HURRICANE ZONE â VERTICALFRAMING |
| 943 | SECTION 2319 HIGH-VELOCITY HURRICANE ZONES âHORIZONTAL FRAMING |
| 948 | SECTION 2320 HIGH-VELOCITY HURRICANE ZONES âFIRESTOPS |
| 949 | SECTION 2321 HIGH-VELOCITY HURRICANE ZONES âANCHORAGE |
| 950 | SECTION 2322 HIGH-VELOCITY HURRICANE ZONES âSHEATHING TABLE 2322.1.6 PLYWOOD SUBFLOOR1 |
| 951 | TABLE 2322.1.13 ALLOWABLE SPAN FOR PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT1(SINGLE FLOOR PANELS) |
| 952 | TABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1 SECTION 2323 HIGH-VELOCITY HURRICANE ZONESâFURRING SECTION 2324 HIGH-VELOCITY HURRICANE ZONESâCONNECTORS |
| 953 | SECTION 2325 HIGH-VELOCITY HURRICANE ZONESâWOODSUPPORTING MASONRY TABLE 2324.1 NAIL CONNECTION FOR WOOD MEMBERS SECTION 2326 HIGH-VELOCITY HURRICANE ZONES âPROTECTION OF WOOD |
| 955 | SECTION 2327 HIGH-VELOCITY HURRICANE ZONESâFIRE RETARDANT WOOD SECTION 2328 HIGH-VELOCITY HURRICANE ZONEâWOODFENCES SECTION 2329 HIGH-VELOCITY HURRICANE ZONESâFIRE-RETARDANT-TREATED SHAKES ANDSHINGLES |
| 956 | SECTION 2330 HIGH-VELOCITY HURRICANE ZONESâWOODBLOCKING |
| 957 | CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND AND DEAD LOADS ON GLASS (EQUATION 24-1) (EQUATION 24-2) |
| 958 | (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 ) (EQUATION 24-12) |
| 959 | SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 960 | (EQUATION 24-13) (EQUATION 24-14) (EQUATION 24-15) TABLE 2406.1 MINIMUM CATEGORY CLASSIFICATION OF GLAZING SECTION 2406 SAFETY GLAZING |
| 962 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN ELEVATOR HOISTWAY SECTION 2410 HIGH-VELOCITY HURRICANE ZONES â GENERAL |
| 963 | SECTION 2411 HIGH-VELOCITY HURRICANE ZONESâWINDOWS,DOORS, GLASS AND GLAZING |
| 967 | SECTION 2412 HIGH-VELOCITY HURRICANE ZONESâGLASSVENEER SECTION 2413 HIGH-VELOCITY HURRICANE ZONESâSTORMSHUTTERS/EXTERNAL PROTECTIVE DEVICES |
| 968 | SECTION 2414 HIGH-VELOCITY HURRICANE ZONESâCURTAINWALLS SECTION 2415 HIGH-VELOCITY HURRICANE ZONESâSTRUCTURAL GLAZING SYSTEMS |
| 971 | CHAPTER 25 GYPSUM BOARD AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION |
| 972 | SECTION 2506 GYPSUM BOARD MATERIALS TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION |
| 973 | TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 GYPSUM BOARD IN SHOWERSAND WATER CLOSETS |
| 974 | SECTION 2510 LATHING AND FURRING FORCEMENT PLASTER (STUCCO) SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION |
| 975 | SECTION 2512 EXTERIOR PLASTER TABLE 2512.6 CEMENT PLASTERSa SECTION 2513 EXPOSED AGGREGATE PLASTER |
| 976 | SECTION 2514 HIGH-VELOCITY HURRICANE ZONES â LATHING |
| 977 | TABLE 2514.3.2 WEIGHTS OF METAL AND WIRE LATH(*) TABLE 2514.5.2 SPANS AND SPACING OF MAIN RUNNERS |
| 978 | TABLE 2514.5.3 SIZES OF CROSS FURRING IN SUSPENDED AND FURRED CEILINGS TABLE 2514.5.4 HANGERS SUPPORTING SUSPENDED CEILINGS SECTION 2515 HIGH-VELOCITY HURRICANE ZONES â PLASTER TABLE 2515.1.5 REQUIRED THICKNESS OF INTERIOR PLASTER |
| 979 | TABLE 2515.3.1.1 GYPSUM AND HARDWALL PLASTER |
| 980 | SECTION 2516 HIGH-VELOCITY HURRICANE ZONES â STUCCO |
| 981 | SECTION 2517 HIGH-VELOCITY HURRICANE ZONES â GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS |
| 982 | SECTION 2518 HIGH-VELOCITY HURRICANE ZONES âSUSPENDED AND FURRED CEILINGS SECTION 2519 HIGH-VELOCITY HURRICANE ZONES âASBESTOS SECTION 2520 HIGH-VELOCITY HURRICANE ZONES â TILE |
| 983 | CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION |
| 986 | SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 987 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 988 | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FORLIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING |
| 989 | SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTINGPLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING |
| 990 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 HIGH-VELOCITY HURRICANE ZONES â PLASTICS |
| 993 | TABLE 2612.4.3.1.3 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR PLASTIC WALL PANELS IN NONFIRE-RATED WALLS |
| 995 | TABLE 2612.4.4.4 AREA LIMITATIONS FOR ROOF PANELS |
| 997 | CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL [F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS SECTION 2703 CROSS REFERENCES TABLE 2703 CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE SECTION 2704 BONDING METAL FRAMING MEMBERS |
| 998 | TABLE 2703âcontinued CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE |
| 999 | TABLE 2703âcontinued Florida Building CodeâResidential |
| 1000 | TABLE 2703âcontinued Florida Building CodeâMechanical |
| 1001 | TABLE 2703âcontinued Florida Building CodeâFuel Gas |
| 1003 | CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL |
| 1005 | CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES RESERVED |
| 1007 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL |
| 1008 | SECTION 3002 HOISTWAY ENCLOSURES [F] SECTION 3003 EMERGENCY OPERATIONS |
| 1009 | SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS |
| 1010 | SECTION 3006 MACHINE ROOMS SECTION 3007 ELEVATOR ACCESSIBILITY REQUIREMENTS FORTHE PHYSICALLY HANDICAPPED SECTION 3008 SERIAL NUMBERS |
| 1011 | SECTION 3009 ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC ELEVATORCYLINDERS SECTION 3010 BULLETIN BOARDS SECTION 3011 ALTERATIONS TO ELECTRIC AND HYDRAULIC ELEVATORS AND ESCALATORS |
| 1013 | CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 1014 | SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS |
| 1015 | SECTION 3105 AWNINGS AND CANOPIES |
| 1016 | SECTION 3106 MARQUEES |
| 1017 | SECTION 3107 SIGNS SECTION 3108 RADIO AND TELEVISION TOWERS SECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE |
| 1020 | SECTION 3110 FLOOD-RESISTANT CONSTRUCTION SECTION 3111 DEPOSIT OF MATERIAL INTIDEWATER REGULATED |
| 1021 | SECTION 3112 LIGHTING, MIRRORS, LANDSCAPING SECTION 3113 AIRPORT NOISE |
| 1023 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS |
| 1025 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK SECTION 3305 SANITARY |
| 1026 | SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 1027 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS ANDPUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 EXITS [F] SECTION 3311 STANDPIPES |
| 1028 | SECTION 3312 AUTOMATIC SPRINKLER SYSTEM |
| 1029 | CHAPTER 34 EXISTING STRUCTURES SECTION 3401 GENERAL SECTION 3402 DEFINITIONS RESERVED SECTION 3403 ADDITIONS, ALTERATIONS OR REPAIRS RESERVED SECTION 3404 FIRE ESCAPES RESERVED SECTION 3405 GLASS REPLACEMENT RESERVED SECTION 3406 CHANGE OF OCCUPANCYRESERVED SECTION 3407 HISTORIC BUILDINGS RESERVED SECTION 3408 MOVED STRUCTURES RESERVED SECTION 3409 ACCESSIBILITY FOR EXISTING BUILDINGS RESERVED SECTION 3410 COMPLIANCE ALTERNATIVES RESERVED |
| 1031 | CHAPTER 35 REFERENCED STANDARDS AA AAF AAMA |
| 1032 | AASHTO ACI AF&PA |
| 1033 | AHA AIA AISC AISI |
| 1034 | AITC ALI ANSI |
| 1035 | APA |
| 1036 | ASAE ASCE/SEI ASHRAE ASME |
| 1037 | ASTM |
| 1044 | AWCI AWPA |
| 1045 | AWS BHMA CGSB |
| 1046 | CPSC CSA CSSB DASMA DECO |
| 1047 | DOC/NIST DOL/OSHA DOT FC&PA FEMA |
| 1048 | FINA FLORIDA CODES |
| 1049 | FM |
| 1050 | FRSA GA GSA HPVA ICC ISO |
| 1051 | NAAMM NCMA NFPA |
| 1052 | NRCA NSPI |
| 1053 | PCA PCI PTI RCSC RMI SDI |
| 1054 | SDI SFPA SFPE SJI SMA SMACNA |
| 1055 | SPRI SSPC STI TECO TIA TMS |
| 1056 | TPI UL |
| 1057 | ULC USC WDMA WPPC WRI |
| 1059 | CHAPTER 36 FLORIDA FIRE PREVENTION CODE SECTION 3601 GENERAL |
| 1061 | APPENDIX A EMPLOYEE QUALIFICATIONS RESERVED |
| 1063 | APPENDIX B CHAPTER 9B-52 F.A.C. FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION |
| 1065 | CHAPTER B101 GENERAL CHAPTER B201 DEFINITIONS |
| 1066 | CHAPTER B301 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL |
| 1071 | APPENDIX C CHAPTER 9B-53 F.A.C STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS |
| 1075 | CHAPTER C101 ADMINISTRATION CHAPTER C201 DEFINITIONS |
| 1076 | CHAPTER C301 TESTING CHAPTER C401 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING |
| 1077 | CHAPTER C501 ENGINEERED SYSTEMS |
| 1078 | CHAPTER C601 SOIL DEPRESSURIZATION SYSTEMS |
| 1081 | APPENDIX D FIRE DISTRICTS RESERVED |
| 1083 | APPENDIX E CHAPTER 9 B-67 FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION |
| 1086 | CHAPTER E101 GENERAL CHAPTER E201 DEFINITIONS |
| 1089 | CHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS |
| 1093 | CHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS |
| 1097 | APPENDIX F RODENT PROOFING RESERVED |
| 1099 | APPENDIX G FLOOD-RESISTANT CONSTRUCTION RESERVED |
| 1101 | APPENDIX H SIGNS RESERVED |
| 1103 | APPENDIX I PATIO COVERS RESERVED |
| 1105 | APPENDIX J GRADING RESERVED |
| 1107 | APPENDIX K ICC ELECTRICAL CODE RESERVED |
| 1109 | INDEX |
| 1137 | GET YOUR FLORIDA SIGNIFICANT CHANGES AND COMMENTARIES! |
| 1139 | COMPLETE YOUR CODE WITH REFERENCED STANDARDS |
Related products
-
FL Energy 07 2007
Florida Building Code – Energy Published By Publication Date Number of Pages FL 2007 228
-
ASCE 9780784410363 2009
World Environmental and Water Resources Congress 2009 Published By Publication Date Number of Pages ASCEâŚ
-
FL Residential 07 2007
Florida Building Code – Residential Published By Publication Date Number of Pages FL 2007 884
-
AWWA OpGuide J100 2021
Operational Guide to AWWA Standard J100 Risk & Resilience Management of Water & Wastewater SystemsâŚ
