{"id":10279,"date":"2024-10-16T20:15:41","date_gmt":"2024-10-16T20:15:41","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-building-07-2007\/"},"modified":"2024-10-24T11:19:52","modified_gmt":"2024-10-24T11:19:52","slug":"fl-building-07-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-building-07-2007\/","title":{"rendered":"FL Building 07 2007"},"content":{"rendered":"

This is a fully integrated code based on the 2006 International Building Code<\/i>. Included is Accessibility (Chapter 11) and Energy (Chapter 13).<\/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\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\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>\n2007 FLORIDA BUILDING CODE – BUILDING <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT\u00a9 2008 <\/td>\n<\/tr>\n
3<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
15<\/td>\nCHAPTER 1
\nADMINISTRATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
17<\/td>\nSECTION 103 DEPARTMENT OF BUILDING SAFETYRESERVED
SECTION 104 DUTIES AND POWERS OF THEBUILDING OFFICIAL
SECTION 105 PERMITS <\/td>\n<\/tr>\n
21<\/td>\nSECTION 106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
24<\/td>\nSECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES <\/td>\n<\/tr>\n
25<\/td>\nSECTION 109 INSPECTIONS <\/td>\n<\/tr>\n
27<\/td>\nSECTION 110 CERTIFICATES OF OCCUPANCY ANDCOMPLETION <\/td>\n<\/tr>\n
28<\/td>\nSECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALSRESERVED
SECTION 113 VIOLATIONSRESERVED
SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE STRUCTURES AND EQUIPMENTRESERVED <\/td>\n<\/tr>\n
29<\/td>\nCHAPTER 2
\nDEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
41<\/td>\nCHAPTER 3
\nUSE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
42<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
43<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
44<\/td>\n[F] TABLE 307.1(1)MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n
45<\/td>\n[F] TABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n
46<\/td>\n[F] TABLE 307.1(2)MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, j <\/td>\n<\/tr>\n
51<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
52<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
53<\/td>\nSECTION 311 STORAGE GROUP S
SECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
54<\/td>\nSECTION 313 DAY-CARE OCCUPANCY GROUP D <\/td>\n<\/tr>\n
55<\/td>\nCHAPTER 4
\nSPECIAL DETAILED REQUIREMENTS BASED
\nON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL BUILDINGS <\/td>\n<\/tr>\n
56<\/td>\n(EQUATION 4-1) <\/td>\n<\/tr>\n
59<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
60<\/td>\nSECTION 404 ATRIUMS
SECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
61<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
63<\/td>\nTABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
65<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
66<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
68<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
69<\/td>\nSECTION 410 STAGES AND PLATFORMS <\/td>\n<\/tr>\n
70<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
71<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.1.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORTTRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
73<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
74<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
75<\/td>\n[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 <\/td>\n<\/tr>\n
76<\/td>\nTABLE [F] 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDSIN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa <\/td>\n<\/tr>\n
77<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa <\/td>\n<\/tr>\n
78<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
80<\/td>\n[F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
81<\/td>\nTABLE 415.3.1\u2014continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
82<\/td>\n[F] TABLE 415.3.2 REQUIRED DETACHED STORAGE <\/td>\n<\/tr>\n
85<\/td>\n[F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
90<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS <\/td>\n<\/tr>\n
91<\/td>\nSECTION 419 HOSPITALS <\/td>\n<\/tr>\n
98<\/td>\nSECTION 420 NURSING HOMES <\/td>\n<\/tr>\n
105<\/td>\nTABLE 420.3.13.7 NURSING HOME MINIMUM VENTILATION RATE8 <\/td>\n<\/tr>\n
106<\/td>\nTABLE 420.3.17.2 PLUMBING FIXTURES AND MINIMUM TRIM <\/td>\n<\/tr>\n
111<\/td>\nSECTION 421 AMBULATORY SURGICAL CENTERS <\/td>\n<\/tr>\n
114<\/td>\nSECTION 422 BIRTHING CENTERS <\/td>\n<\/tr>\n
116<\/td>\nSECTION 423 STATE REQUIREMENTS FOREDUCATIONAL FACILITIES <\/td>\n<\/tr>\n
134<\/td>\nSECTION 424 SWIMMING POOLS AND BATHING PLACES(PUBLIC AND PRIVATE) <\/td>\n<\/tr>\n
139<\/td>\nTABLE 424.1.6.1 PUBLIC SWIMMING POOL FIXTURES REQUIRED <\/td>\n<\/tr>\n
154<\/td>\nSECTION 425 PUBLIC LODGING ESTABLISHMENTS <\/td>\n<\/tr>\n
155<\/td>\nSECTION 426 PUBLIC FOOD SERVICE ESTABLISHMENTS <\/td>\n<\/tr>\n
156<\/td>\nSECTION 427 MENTAL HEALTH PROGRAMS <\/td>\n<\/tr>\n
165<\/td>\nSECTION 428 MANUFACTURED BUILDINGS <\/td>\n<\/tr>\n
167<\/td>\nSECTION 429 BOOT CAMPS FOR CHILDREN
SECTION 430 MAUSOLEUMS AND COLUMBARIUMS <\/td>\n<\/tr>\n
169<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
170<\/td>\nSECTION 434 ASSISTED LIVING FACILITIES <\/td>\n<\/tr>\n
173<\/td>\nSECTION 435 CONTROL OF RADIATION HAZARDS <\/td>\n<\/tr>\n
177<\/td>\nSECTION 436 DAY-CARE OCCUPANCIES <\/td>\n<\/tr>\n
178<\/td>\nTABLE 436.5 DAY-CARE LOCATION AND TYPE OF CONSTRUCTION <\/td>\n<\/tr>\n
179<\/td>\nSECTION 437 HOSPICE INPATIENT FACILITIES ANDUNITS AND HOSPICE RESIDENCES <\/td>\n<\/tr>\n
182<\/td>\nSECTION 438 GROUP I-1, R-1, R-2, R-3
SECTION 439 HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
185<\/td>\nCHAPTER 5
\nGENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL HEIGHT AND AREA LIMITATIONS
SECTION 504 HEIGHT <\/td>\n<\/tr>\n
186<\/td>\nTABLE 503 ALLOWABLE HEIGHT AND BUILDING AREASaHeight limitations shown as stories and feet above grade plane.Area limitations as determined by the definition of \u201cArea, building,\u201d\u009d per story <\/td>\n<\/tr>\n
187<\/td>\nSECTION 505 MEZZANINES <\/td>\n<\/tr>\n
188<\/td>\nSECTION 506 AREA MODIFICATIONS
(EQUATION 5-1)
(EQUATION 5-2) <\/td>\n<\/tr>\n
189<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
190<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY
TABLE 508.2 INCIDENTAL USE AREAS <\/td>\n<\/tr>\n
192<\/td>\nTABLE 508.3.3 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
SECTION 509 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
195<\/td>\nCHAPTER 6
\nTYPES OF CONSTRUCTION
SECTION 601 GENERAL
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
196<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE IAND II CONSTRUCTION <\/td>\n<\/tr>\n
197<\/td>\nTABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) <\/td>\n<\/tr>\n
198<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e
TABLE 602.4 WOOD MEMBER SIZE <\/td>\n<\/tr>\n
199<\/td>\nCHAPTER 7
\nFIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 701 GENERAL
SECTION 702 DEFINITIONS <\/td>\n<\/tr>\n
200<\/td>\nSECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
201<\/td>\nSECTION 704 EXTERIOR WALLS
(EQUATION 7-1) <\/td>\n<\/tr>\n
202<\/td>\n(EQUATION 7-2)
FIGURE 704.7 EQUIVALENT OPENING FACTOR
TABLE 704.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGSa <\/td>\n<\/tr>\n
204<\/td>\nSECTION 705 FIRE WALLS
TABLE 705.4 FIRE WALL FIRE-RESISTANCE RATINGSc <\/td>\n<\/tr>\n
206<\/td>\nSECTION 706 FIRE BARRIERS <\/td>\n<\/tr>\n
207<\/td>\nTABLE 706.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIREBARRIER ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
208<\/td>\nSECTION 707 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
210<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
211<\/td>\nSECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
212<\/td>\nSECTION 710 SMOKE PARTITIONS
SECTION 711 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
213<\/td>\nSECTION 712 PENETRATIONS <\/td>\n<\/tr>\n
215<\/td>\nSECTION 713 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
216<\/td>\nSECTION 714 FIRE-RESISTANCE RATING OFSTRUCTURAL MEMBERS <\/td>\n<\/tr>\n
217<\/td>\nSECTION 715 OPENING PROTECTIVES
TABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
220<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
221<\/td>\nTABLE 716.3.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
224<\/td>\nSECTION 717 CONCEALED SPACES <\/td>\n<\/tr>\n
225<\/td>\nSECTION 718 FIRE-RESISTANCE REQUIREMENTSFOR PLASTER <\/td>\n<\/tr>\n
226<\/td>\nSECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS
SECTION 720 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
227<\/td>\nSECTION 721 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
228<\/td>\nTABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
229<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
230<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
231<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
232<\/td>\nTABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
233<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
234<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
235<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
236<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
237<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
238<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
239<\/td>\nTABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q <\/td>\n<\/tr>\n
240<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q <\/td>\n<\/tr>\n
241<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q <\/td>\n<\/tr>\n
242<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q <\/td>\n<\/tr>\n
243<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q <\/td>\n<\/tr>\n
244<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q <\/td>\n<\/tr>\n
245<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q <\/td>\n<\/tr>\n
246<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q <\/td>\n<\/tr>\n
247<\/td>\nTABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE ORPRECAST CONCRETE WALLS, LOAD-BEARING ORNONLOAD-BEARING <\/td>\n<\/tr>\n
248<\/td>\n(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 <\/td>\n<\/tr>\n
249<\/td>\nTABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59
FIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
250<\/td>\nTABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
251<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
252<\/td>\nFIGURE 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) <\/td>\n<\/tr>\n
253<\/td>\nTABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) <\/td>\n<\/tr>\n
254<\/td>\nTABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
TABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
255<\/td>\nTABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d <\/td>\n<\/tr>\n
256<\/td>\n(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) <\/td>\n<\/tr>\n
257<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
258<\/td>\n(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) <\/td>\n<\/tr>\n
259<\/td>\nTABLE 721.5.1(1) W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
260<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
261<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
262<\/td>\n(Equation 7-13)
(Equation 7-14)
(Equation 7-15) <\/td>\n<\/tr>\n
263<\/td>\n(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 <\/td>\n<\/tr>\n
264<\/td>\nTABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAYMASONRY UNITS <\/td>\n<\/tr>\n
265<\/td>\nTABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
266<\/td>\nTABLE 721.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
267<\/td>\nTABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
268<\/td>\nTABLE 721.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
269<\/td>\nTABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
270<\/td>\nTABLE 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)] <\/td>\n<\/tr>\n
271<\/td>\nTABLE 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)] <\/td>\n<\/tr>\n
272<\/td>\n(Equation 7-17)
TABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa,b,c,d <\/td>\n<\/tr>\n
273<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
274<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
275<\/td>\nFIGURE 721.6.3(1) LOAD FIGURE
FIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
277<\/td>\nCHAPTER 8
\nINTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
279<\/td>\nTABLE 803.5 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
SECTION 804 INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
280<\/td>\nSECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND IICONSTRUCTION
[F] SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
283<\/td>\nCHAPTER 9
\nFIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
286<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
287<\/td>\n[F] TABLE 903.2.4.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
288<\/td>\n[F] TABLE 903.2.13 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
291<\/td>\nSECTION 904 ALTERNATIVE AUTOMATICFIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
292<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
294<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
301<\/td>\n[F] TABLE 907.9.1.3 VISIBLE AND AUDIBLE ALARMS <\/td>\n<\/tr>\n
302<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS
SECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
304<\/td>\n(EQUATION 9-1)
(EQUATION 9-2)
(EQUATION 9-8)
(EQUATION 9-3) <\/td>\n<\/tr>\n
309<\/td>\nSECTION 910 SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
310<\/td>\n(EQUATION 9-4)
[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
311<\/td>\nSECTION 911 FIRE COMMAND CENTER
SECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
313<\/td>\nCHAPTER 10
\nMEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS <\/td>\n<\/tr>\n
314<\/td>\nSECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
315<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
316<\/td>\nTABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
TABLE 1004.1.1\u2014continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
317<\/td>\nSECTION 1005 EGRESS WIDTH
TABLE 1005.1 EGRESS WIDTH PER OCCUPANT SERVED
SECTION 1006 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
318<\/td>\nTABLE 1006 EMERGENCY LIGHTING REQUIREMENTS <\/td>\n<\/tr>\n
320<\/td>\nSECTION 1007 ACCESSIBLE MEANS OF EGRESS
SECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
322<\/td>\nTABLE 1008.1.3.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
327<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
330<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
331<\/td>\nSECTION 1011 EXIT SIGNS
SECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
332<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
333<\/td>\nSECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
335<\/td>\nSECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
TABLE 1015.1 SPACES WITH ONE MEANS OF EGRESS <\/td>\n<\/tr>\n
336<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
337<\/td>\nTABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa
SECTION 1017 CORRIDORS
TABLE 1017.1 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
338<\/td>\nSECTION 1018 EXITS
SECTION 1019 NUMBER OF EXITS AND CONTINUITY
TABLE 1019.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD <\/td>\n<\/tr>\n
339<\/td>\nTABLE 1019.2 BUILDINGS WITH ONE EXIT
SECTION 1020 VERTICAL EXIT ENCLOSURES <\/td>\n<\/tr>\n
341<\/td>\nSECTION 1021 EXIT PASSAGEWAYS
SECTION 1022 HORIZONTAL EXITS <\/td>\n<\/tr>\n
342<\/td>\nSECTION 1023 EXTERIOR EXIT RAMPS AND STAIRWAYS
SECTION 1024 EXIT DISCHARGE <\/td>\n<\/tr>\n
343<\/td>\nSECTION 1025 ASSEMBLY <\/td>\n<\/tr>\n
345<\/td>\nTABLE 1025.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
346<\/td>\nTABLE 1025.9.2.1 CAPACITY FACTORS <\/td>\n<\/tr>\n
347<\/td>\nTABLE 1025.10.2 SMOKE-PROTECTEDASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
349<\/td>\nSECTION 1026 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
350<\/td>\nSECTION 1027 BUSINESS
SECTION 1028 EDUCATIONAL
SECTION 1029 FACTORY-INDUSTRIAL
SECTION 1030 INSTITUTIONAL <\/td>\n<\/tr>\n
352<\/td>\nSECTION 1031 MERCANTILE
SECTION 1032 RESIDENTIAL
SECTION 1033 STORAGE
SECTION 1034 DAY CARE <\/td>\n<\/tr>\n
354<\/td>\nSECTION 1035 BOILER, FURNACE AND MECHANICALEQUIPMENT ROOMS <\/td>\n<\/tr>\n
355<\/td>\nCHAPTER 11
\nFLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION
\nPART A
CHAPTER 11 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTIONPART A <\/td>\n<\/tr>\n
362<\/td>\nSECTION 11-1 PURPOSE
SECTION 11-2 GENERAL
SECTION 11-3 MISCELLANEOUS INSTRUCTIONS AND DEFINITIONS <\/td>\n<\/tr>\n
366<\/td>\nSECTION 11-4 ACCESSIBLE ELEMENTS AND SPACES: SCOPEAND TECHNICAL REQUIREMENTS <\/td>\n<\/tr>\n
391<\/td>\nSECTION 11-5 RESTAURANTS AND CAFETERIAS
SECTION 11-6 MEDICAL CARE FACILITIES <\/td>\n<\/tr>\n
392<\/td>\nSECTION 11-7 BUSINESS AND MERCANTILE <\/td>\n<\/tr>\n
393<\/td>\nSECTION 11-8 LIBRARIES
SECTION 11-9 ACCESSIBLE TRANSIENT LODGING <\/td>\n<\/tr>\n
396<\/td>\nSECTION 11-10 TRANSPORTATION FACILITIES <\/td>\n<\/tr>\n
400<\/td>\nSECTION 11-11 RESIDENTIAL BUILDINGS
SECTION 11-12 THEME PARK OR AN ENTERTAINMENT COMPLEX <\/td>\n<\/tr>\n
401<\/td>\nTABLE 1 GRAPHIC CONVENTIONS
FIGURE 1 MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR
FIGURE 2 MINIMUM CLEAR WDTH FOR TWO WHEELCHAIRS <\/td>\n<\/tr>\n
402<\/td>\nFIGURE 3 WHEELCHAIR TURNING SPACE
FIGURE 4 MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS <\/td>\n<\/tr>\n
403<\/td>\nFIGURE 4 (CONTINUED) MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS <\/td>\n<\/tr>\n
404<\/td>\nFIGURE 5 FORWARD REACH <\/td>\n<\/tr>\n
405<\/td>\nFIGURE 6 SIDE REACH <\/td>\n<\/tr>\n
406<\/td>\nFIGURE 7 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
407<\/td>\nFIGURE 8 PROTRUDING OBJECTS <\/td>\n<\/tr>\n
408<\/td>\nFIGURE 8 PROTRUDING OBJECTS (CONTINUED) <\/td>\n<\/tr>\n
409<\/td>\nFIGURE 8 PROTRUDING OBJECTS (CONTINUED) <\/td>\n<\/tr>\n
410<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
411<\/td>\nFIGURE 11 MEASUREMENT OF CURB RAMP SLOPES
FIGURE 12 SIDES OF CURB RAMPS
FIGURE 13 BUILT-UP CUEB RAMP <\/td>\n<\/tr>\n
412<\/td>\nFIGURE 15 CURB RAMPS AT MARKED CROSSINGS <\/td>\n<\/tr>\n
413<\/td>\nFIGURE 16 COMPONENTS OF A SINGLE RAMP RUN AND SAMPLE RAMP DIMENSIONS <\/td>\n<\/tr>\n
414<\/td>\nFIGURE 17 EXAMPLES OF EDGE PROTECTION AND HANDRAIL EXTENSIONS <\/td>\n<\/tr>\n
415<\/td>\nFIGURE 18 USABLE TREAD WIDTH AND EXAMPLES OF ACCEPTABLE NOSINGS <\/td>\n<\/tr>\n
416<\/td>\nFIGURE 19 STAIR HANDRAILS <\/td>\n<\/tr>\n
417<\/td>\nFIGURE 20 HOISTWAY AND ELEVATOR ENTRANCES
FIGURE 21 GRAPH OF TIMING EQUATION
FIGURE 22 MINIMUM DIMENSIONS OF ELEVATOR CARS <\/td>\n<\/tr>\n
418<\/td>\nFIGURE 23 CAR CONTROLS <\/td>\n<\/tr>\n
419<\/td>\nFIGURE 24 CLEAR DOORWAY WIDTH AND DEPTH <\/td>\n<\/tr>\n
420<\/td>\nFIGURE 25 MANEUVERING CLEARANCE AT DOORS <\/td>\n<\/tr>\n
421<\/td>\nFIGURE 25 (CONTINUED) MANEUVERING CLEARANCE AT DOORS <\/td>\n<\/tr>\n
422<\/td>\nFIGURE 26 TWO HINGED DOORS IN SERIES <\/td>\n<\/tr>\n
423<\/td>\nFIGURE 27 DRINKING FOUNTAINS AND WATER COOLERS <\/td>\n<\/tr>\n
424<\/td>\nFIGURE 28 CLEAR FLOOR SPACE AT WATER CLOSETS (NOT IN STALL)
FIGURE 29 GRAB BARS AT WATER CLOSETS <\/td>\n<\/tr>\n
425<\/td>\nFIGURE 30 TOILET STALLS <\/td>\n<\/tr>\n
426<\/td>\nFIGURE 30e TOILET STALL NEW CONSTRUCTION <\/td>\n<\/tr>\n
427<\/td>\nFIGURE 31 LAVATORY CLEARANCES
FIGURE 32 CLEAR FLOOR SPACE AT LAVATORIES <\/td>\n<\/tr>\n
428<\/td>\nFIGURE 33 CLEAR FLOOR SPACE AT BATHTUBS <\/td>\n<\/tr>\n
429<\/td>\nFIGURE 34 GRAB BARS AT BATHTUBS <\/td>\n<\/tr>\n
430<\/td>\nFIGURE 35 SHOWER SIZE AND CLEARANCES
FIGURE 36 SHOWER SEAT DESIGN <\/td>\n<\/tr>\n
431<\/td>\nFIGURE 37 GRAB BARS AT SHOWER STALLS <\/td>\n<\/tr>\n
432<\/td>\nFIGURE 38 STORAGE SHELVES AND CLOSETS <\/td>\n<\/tr>\n
433<\/td>\nFIGURE 39 SIZE AND SPACING OF HANDRAILS AND GRAB BARS <\/td>\n<\/tr>\n
434<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
435<\/td>\nFIGURE 43 INTERNATIONAL SYMBOLS <\/td>\n<\/tr>\n
436<\/td>\nFIGURE 44 MOUNTING HEIGHTS AND CLEARANCES FOR TELEPHONES <\/td>\n<\/tr>\n
437<\/td>\nFIGURE 45 MINIMUM CLEARNCES FOR SEATING AND TABLES
FIGURE 46 SPACE REQUIREMENTS FOR WHEELCHAIR SEATING SPACES IN SERIES <\/td>\n<\/tr>\n
438<\/td>\nFIGURE 53 FOOD SERVICE LINES
FIGURE 54 TABLEWARE AREAS <\/td>\n<\/tr>\n
439<\/td>\nFIGURE 55 CARD CATALOG
FIGURE 56 STACKS <\/td>\n<\/tr>\n
440<\/td>\nFIGURE 57 ROLL-IN SHOWER WITH FOLDING SEAT <\/td>\n<\/tr>\n
441<\/td>\nAPPENDIX A COMMENTARY – APPENDIX OF THE ADAAG RESERVED <\/td>\n<\/tr>\n
443<\/td>\nFAIR HOUSING ACCESSIBILITY GUIDELINES PART B DESIGN GUIDELINES FOR ACCESSIBLE\/ADAPTABLE DWELLINGS <\/td>\n<\/tr>\n
445<\/td>\nFAIR HOUSING ACCESSIBILITY GUIDELINES <\/td>\n<\/tr>\n
452<\/td>\nFIGURE 2 REACH RANGES <\/td>\n<\/tr>\n
453<\/td>\nFIGURE 3 WATER CLOSETS IN ADAPTABLE BATHROOMS <\/td>\n<\/tr>\n
454<\/td>\nFIGURE 4 LOCATION OF GRAB BAR REINFORCEMENTS FOR ADAPTABLE BATHTUBS
FIGURE 5 LOCATION OF GRAB BAR REINFORCEMENTS FOR ADAPTABLE SHOWERS <\/td>\n<\/tr>\n
455<\/td>\nFIGURE 6 MINIMUM CLEAR FLOOR SPACE FOR WHEELCHAIRS <\/td>\n<\/tr>\n
456<\/td>\nFIGURE 7 CLEAR FLOOR SPACE FOR ADAPTABLE BATHROOMS <\/td>\n<\/tr>\n
457<\/td>\nFIGURE 7 (continued) CLEAR FLOOR SPACE FOR ADAPTABLE BATHROOMS <\/td>\n<\/tr>\n
458<\/td>\nFIGURE 8 ALTERNATIVE SPECIFICATION – CLEAR FLOOR SPACE AT BATHTUB <\/td>\n<\/tr>\n
459<\/td>\nCHAPTER 11 REQUEST FOR WAIVER FROM ACCESSIBILITY REQUIREMENTS CHAPTER 553, PART V, FLORIDA STATUTES August 1999 PART C <\/td>\n<\/tr>\n
461<\/td>\nDEPARTMENT OF COMMUNITY AFFAIRS FLORIDA BUILDING COMMISSION 2555 <\/td>\n<\/tr>\n
472<\/td>\nCHAPTER 11 PART D SECTION 553.501-513, FLORIDA STATUTES ACCESSIBILITY BY HANDICAPPED PERSONS <\/td>\n<\/tr>\n
477<\/td>\nCHAPTER 12
\nINTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
478<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
479<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
480<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 SURROUNDING MATERIALS <\/td>\n<\/tr>\n
481<\/td>\nCHAPTER 13
\nENERGY EFFICIENCY –
\nSUBCHAPTER 13-1
\nADMINISTRATION AND ENFORCEMENT
SECTION 13-100 GENERAL
SECTION 13-101 SCOPE <\/td>\n<\/tr>\n
484<\/td>\nSECTION 13-102 MATERIALS AND EQUIPMENT
SECTION 103 CODE COMPLIANCE AND PERMITTING <\/td>\n<\/tr>\n
485<\/td>\nSECTION 13-104 INSPECTIONS <\/td>\n<\/tr>\n
486<\/td>\nSECTION 13-105 REPORTING
TABLE 13-105.1 REPORTING SCHEDULE
SECTION 13-106 VALIDITY <\/td>\n<\/tr>\n
487<\/td>\nFIGURE 1-1 CODE COMPLIANCE CHART <\/td>\n<\/tr>\n
489<\/td>\nSUBCHAPTER 13-2 DEFINITIONS
SECTION 13-201 GENERAL
SECTION 13-202 DEFINITIONS <\/td>\n<\/tr>\n
505<\/td>\nSUBCHAPTER 13-3
\nREFERENCED STANDARDS AND ORGANIZATIONS
AABC
AAMA
ACCA
ADC <\/td>\n<\/tr>\n
506<\/td>\nAHAM
AMCA
ANSI
ARDM
ARI <\/td>\n<\/tr>\n
507<\/td>\nASHRAE
ASTM <\/td>\n<\/tr>\n
508<\/td>\nCRRC
CTI
DASMA
DOE <\/td>\n<\/tr>\n
509<\/td>\nFLORIDA CODES
FSEC
FTC
GAMA <\/td>\n<\/tr>\n
510<\/td>\nHI
HUD
ISO
NAIMA
NEBB <\/td>\n<\/tr>\n
511<\/td>\nNEMA
NFPA
NFRC
SMACNA
SRCC
UL <\/td>\n<\/tr>\n
512<\/td>\nWDMA <\/td>\n<\/tr>\n
513<\/td>\nSUBCHAPTER 13-4 COMMERCIAL BUILDING COMPLIANCE METHODS
SECTION 13-400 ADMINISTRATION <\/td>\n<\/tr>\n
515<\/td>\nTABLE 13-400.ABC.3 INDEX TO COMMERCIAL CODE COMPLIANCE FORMS
SECTION 13-401 FENESTRATIONS (GLAZING) <\/td>\n<\/tr>\n
516<\/td>\nTABLE 13-401.C.3 SHGC MULTIPLIERS FOR PERMANENT PROJECTIONS
SECTION 13-402 WALLS
SECTION 13-403 DOORS <\/td>\n<\/tr>\n
517<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
518<\/td>\nSECTION 13-407 SPACE COOLING SYSTEMS <\/td>\n<\/tr>\n
523<\/td>\nSECTION 13-408 SPACE HEATING EQUIPMENT <\/td>\n<\/tr>\n
524<\/td>\nTABLE 13-407.ABC.3.2.1A ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS <\/td>\n<\/tr>\n
525<\/td>\nTABLE 13-407.ABC.3.2.1 BELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS \u2013 MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
526<\/td>\nTABLE 13-407.ABC.3.2.1C WATER CHILLING PACKAGES MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
527<\/td>\nTABLE 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 \u2013 MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
528<\/td>\nTABLE 13-407.ABC.3.2.1D \u2013 continued
TABLE 13-407.ABC.3.2.1G PERFORMANCE REQUIREMENTS FOR HEAT REJECTION EQUIPMENT <\/td>\n<\/tr>\n
529<\/td>\nTABLE 13-407.ABC.3.2.2H MINIMUM EFFICIENCIES FOR CENTRIFUGAL CHILLERS <150 TONSCOPstd = 5.00; IPLVstd = 5.25 <\/td>\n<\/tr>\n
530<\/td>\nTABLE 13-407.ABC.3.2.2I MINIMUM EFFICIENCIES FOR CENTRIFUGAL CHILLERS 150 TONS, <300 TONSCOPstd = 5.55; IPLVstd = 5.90 <\/td>\n<\/tr>\n
531<\/td>\nTABLE 13-407.ABC.3.2.2J MINIMUM EFFICIENCIES FOR CENTRIFUGAL CHILLERS > 300 TONSCOPstd = 6.10; IPLVstd = 6.40 <\/td>\n<\/tr>\n
532<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
533<\/td>\nTABLE 13-408.ABC.3.2.1F GAS- AND OIL-FIRED BOILERSMINIMUM EFFICIENCY REQUIREMENTS
TABLE 13-409.ABC.3.3.1 MAXIMUM DAMPER LEAKAGE <\/td>\n<\/tr>\n
534<\/td>\nSECTION 13-410 AIR DISTRIBUTION SYSTEMS
TABLE 13-410.ABC.1.1.1 FAN POWER LIMITATION <\/td>\n<\/tr>\n
535<\/td>\nTABLE 13-410.ABC.2.2 MINIMUM DUCT INSULATION R-VALUES,Combined Heating and Cooling Supply and Return Ducts <\/td>\n<\/tr>\n
540<\/td>\nSECTION 13-411 PUMPS AND PIPING <\/td>\n<\/tr>\n
541<\/td>\nSECTION 13-412 WATER HEATING SYSTEMS <\/td>\n<\/tr>\n
542<\/td>\nTABLE 13-411.ABC.2MINIMUM PIPE INSULATION (inches)1 <\/td>\n<\/tr>\n
543<\/td>\nSECTION 13-413 ELECTRIC POWER
SECTION 13-414 MOTORS
SECTION 13-415 LIGHTING <\/td>\n<\/tr>\n
544<\/td>\nTABLE 13-412.ABC.3 PERFORMANCE REQUIREMENTS FOR WATER HEATING EQUIPMENT <\/td>\n<\/tr>\n
545<\/td>\nTABLE 13-414.ABC.1 MINIMUM NOMINAL EFFICIENCY FOR GENERAL PURPOSE DESIGN A AND DESIGN B MOTORS <\/td>\n<\/tr>\n
547<\/td>\nTABLE 13-415.ABC.2.2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS <\/td>\n<\/tr>\n
548<\/td>\nTABLE 13-415.ABC.2.2 – continued LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS <\/td>\n<\/tr>\n
549<\/td>\nTABLE 13-415.B.1 LIGHTING POWER DENSITIES (LPD) USING THE SPACE-BY-SPACE METHOD <\/td>\n<\/tr>\n
550<\/td>\nTABLE 13-415.C.1 LIGHTING POWER DENSITIES USINGTHE BUILDING AREA METHOD <\/td>\n<\/tr>\n
551<\/td>\nSUBCHAPTER 13-6
\nRESIDENTIAL BUILDING COMPLIANCE METHODS
SECTION 13-600 ADMINISTRATION <\/td>\n<\/tr>\n
553<\/td>\nSECTION 13-601 FENESTRATIONS (GLAZING) <\/td>\n<\/tr>\n
554<\/td>\nSECTION 13-602 WALLS <\/td>\n<\/tr>\n
555<\/td>\nSECTION 13-603 DOORS
SECTION 13-604 CEILINGS <\/td>\n<\/tr>\n
556<\/td>\nSECTION 13-605 FLOORS <\/td>\n<\/tr>\n
557<\/td>\nFIGURE 13-604.A.3 ACCEPTABLE ATTIC RADIANT BARRIER CONFIGURATIONS <\/td>\n<\/tr>\n
558<\/td>\nSECTION 13-606 AIR INFILTRATION
TABLE 13-606.ABC.1.1 ALLOWABLE AIR INFILTRATION RATES <\/td>\n<\/tr>\n
559<\/td>\nSECTION 13-607 SPACE COOLING SYSTEMS <\/td>\n<\/tr>\n
562<\/td>\nTABLE 13-607.ABC.3.2A ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS \u2013 MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
563<\/td>\nTABLE 13-607.ABC.3.2 BELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS \u2013 MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
564<\/td>\nTABLE 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 \u2014 MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
565<\/td>\nTABLE 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 \u2014 MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
566<\/td>\nSECTION 13-608 SPACE HEATING SYSTEMS <\/td>\n<\/tr>\n
567<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
568<\/td>\nTABLE 13-608.ABC.3.2F GAS- AND OIL-FIRED BOILERS MINIMUM EFFICIENCY REQUIREMENTS
SECTION 13-609 VENTILATION SYSTEMS <\/td>\n<\/tr>\n
569<\/td>\nSECTION 13-610 AIR DISTRIBUTION SYSTEMS
TABLE 13-610.ABC.2.1 MINIMUM INSULATION LEVELSAIR DISTRIBUTION SYSTEM COMPONENTS1 <\/td>\n<\/tr>\n
574<\/td>\nSECTION 13-611 PIPING
TABLE 13-611.ABC.1 MINIMUM PIPE INSULATION <\/td>\n<\/tr>\n
575<\/td>\nSECTION 13-612 WATER HEATING SYSTEMS <\/td>\n<\/tr>\n
576<\/td>\nTABLE 13-612.ABC.3 MINIMUM PERFORMANCE STANDARDSWATER HEATING EQUIPMENT: FIRED STORAGE WATER HEATER MINIMUM ENERGY FACTORS (EF) <\/td>\n<\/tr>\n
577<\/td>\nSECTION 13-613 CALCULATIONAL PARAMETERS SPECIFIC TOCOMPLIANCE METHOD A
TABLE 13-613.A.1-1 SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES <\/td>\n<\/tr>\n
578<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
579<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
580<\/td>\nTABLE 13-613.A.2-1 COEFFICIENTS A AND B <\/td>\n<\/tr>\n
581<\/td>\nAPPENDIX 13-A
\nJURISDICTIONAL DATA <\/td>\n<\/tr>\n
593<\/td>\nAPPENDIX 13-B
\nSUPPLEMENTAL INFORMATION FOR SUBCHAPTER 13-4 <\/td>\n<\/tr>\n
596<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
597<\/td>\nTABLE B-4 R-VALUES FOR BUILDING MATERIALS
TABLE B-5 THERMAL CONDUCTIVITY OF CONCRETE BLOCK MATERIAL <\/td>\n<\/tr>\n
598<\/td>\nTABLE B-6 ASSEMBLY U-FACTORS FOR UNLABELED SKYLIGHTS <\/td>\n<\/tr>\n
599<\/td>\nTABLE B-7 ASSEMBLY SOLAR HEAT GAIN COEFFICIENTS (SHGC) AND ASSEMBLY VISIBLE LIGHT TRANSMITTANCES (VLT)FOR UNLABELED SKYLIGHTS <\/td>\n<\/tr>\n
600<\/td>\nTABLE B-8 ASSEMBLY U-FACTORS, ASSEMBLY SOLAR HEAT GAIN COEFFICIENTS (SHGC), AND ASSEMBLY VISIBLE LIGHTTRANSMITTANCES (VLT) FOR UNLABELED VERTICAL FENESTRATION <\/td>\n<\/tr>\n
601<\/td>\nTABLE B-9 ASSEMBLY U-FACTORS FOR ABOVE-GRADE CONCRETE WALLS AND MASONRY WALLS <\/td>\n<\/tr>\n
602<\/td>\nTABLE B-9 – continued ASSEMBLY U-FACTORS FOR ABOVE-GRADE CONCRETE WALLS AND MASONRY WALLS <\/td>\n<\/tr>\n
603<\/td>\nTABLE B-10 ASSEMBLY U-FACTORS, C-FACTORS, Ru, Rc, AND HEAT CAPACITY FOR CONCRETE <\/td>\n<\/tr>\n
604<\/td>\nTABLE B-10 – continued ASSEMBLY U-FACTORS, C-FACTORS, Ru, Rc, and HEAT CAPACITY FOR CONCRETE <\/td>\n<\/tr>\n
605<\/td>\nTABLE B-11 ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HEAT CAPACITY FOR CONCRETE BLOCK WALLS <\/td>\n<\/tr>\n
606<\/td>\nTABLE B-11 – continued ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HEAT CAPACITY FOR CONCRETE BLOCK WALLS <\/td>\n<\/tr>\n
607<\/td>\nTABLE B-11 – continued ASSEMBLY U-FACTORS, C-FACTORS, RU, RC, AND HEAT CAPACITY FOR CONCRETE BLOCK WALLS <\/td>\n<\/tr>\n
608<\/td>\nTABLE B-12 EFFECTIVE R-VALUES FOR INSULATION\/FRAMING LAYERS ADDED TO ABOVE-GRADE MASS WALLS AND BELOW-GRADE WALLS <\/td>\n<\/tr>\n
609<\/td>\nTABLE B-13 ASSEMBLY U-FACTORS FOR METAL BUILDING WALLS
TABLE B-14 ASSEMBLY U-FACTORS FOR STEEL FRAME WALLS <\/td>\n<\/tr>\n
611<\/td>\nTABLE B-15 ASSEMBLY U-FACTORS FOR WOOD FRAME WALLS <\/td>\n<\/tr>\n
612<\/td>\nTABLE B-16 ASSEMBLY C-FACTORS FOR BELOW-GRADE WALLS
TABLE B-17 EFFECTIVE INSULATION\/FRAMING LAYER R-VALUES FORWALL INSULATION INSTALLED BETWEEN STEEL FRAMING <\/td>\n<\/tr>\n
613<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
615<\/td>\nTABLE B-20 ASSEMBLY U-FACTORS FOR METAL BUILDING ROOFS <\/td>\n<\/tr>\n
616<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
618<\/td>\nTABLE B-23 ASSEMBLY U-FACTORS FOR MASS FLOORS <\/td>\n<\/tr>\n
619<\/td>\nTABLE B-24 ASSEMBLY U-FACTORS FOR STEEL JOIST FLOORS <\/td>\n<\/tr>\n
620<\/td>\nTABLE B-25 ASSEMBLY U-FACTORS FOR WOOD JOIST FLOORS <\/td>\n<\/tr>\n
622<\/td>\nTABLE B-26 ASSEMBLY F-FACTORS FOR SLAB-ON-GRADE FLOORS <\/td>\n<\/tr>\n
623<\/td>\nAPPENDIX 13-C
\nSUPPLEMENTAL INFORMATION FOR SUBCHAPTER 13-6
TABLE 13-C1.2.2 R-VALUES OF COMPRESSED INSULATION
TABLE 13-C1.2.3 INSULATION INSTALLATION STANDARDS <\/td>\n<\/tr>\n
624<\/td>\nTABLE 13-C2.1.1 DEFAULT WINDOW ENERGY VALUES FOR RESIDENTIAL APPLICATIONS <\/td>\n<\/tr>\n
626<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
627<\/td>\nSUB-APPENDIX 13-2C
\nSUPPLEMENTAL CRITERIA FOR THE ALTERNATE RESIDENTIAL
\nPOINTS 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) <\/td>\n<\/tr>\n
628<\/td>\n(EQUATION 13-2C2.1.2E)
(EQUATION 13-2C2.1.2F)
(EQUATION 13-2C2.1.2G)
(EQUATION 13-2C2.1.2H)
FIGURE 6.1 <\/td>\n<\/tr>\n
629<\/td>\nTABLE 13-2C2.1.1A SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENTAND ORIENTATION FOR CLIMATE ZONES 1, 2, 3 <\/td>\n<\/tr>\n
630<\/td>\nTABLE 13-2C2.1.1A (continued) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT <\/td>\n<\/tr>\n
631<\/td>\nTABLE 13-2C2.1.1B SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENTAND ORIENTATION FOR CLIMATE ZONES 4,5,6 <\/td>\n<\/tr>\n
632<\/td>\nTABLE 13-2C2.1.1B (continued) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENTAND ORIENTATION FOR CLIMATE ZONES 4,5,6 <\/td>\n<\/tr>\n
633<\/td>\nTABLE 13-2C2.1.1C SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENTAND ORIENTATION FOR CLIMATE ZONES 7,8,9 <\/td>\n<\/tr>\n
634<\/td>\nTABLE 13-2C2.1.1C (continued) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENTAND ORIENTATION FOR CLIMATE ZONES 7,8,9 <\/td>\n<\/tr>\n
635<\/td>\nTABLE 13-2C2.2.1 CONCRETE BLOCK MULTIPLIERS \u2013 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 <\/td>\n<\/tr>\n
636<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
637<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
638<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
640<\/td>\nFIGURE 13-2C4.2.1.4 ACCEPTABLE ATTIC RADIANT BARRIER CONFIGURATIONS <\/td>\n<\/tr>\n
641<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
642<\/td>\nTABLE 13-2C4.3.2.1 HEATING SYSTEM MULTIPLIERS GAS FUELED HEAT PUMPS <\/td>\n<\/tr>\n
643<\/td>\nTABLE 13-2C5.2.1A DUCT MULTIPLIERS NORTH FLORIDA <\/td>\n<\/tr>\n
644<\/td>\nTABLE 13-2C5.2.1A – continued DUCT MULTIPLIERS NORTH FLORIDA <\/td>\n<\/tr>\n
645<\/td>\nTABLE 13-2C5.2.1B DUCT MULTIPLIERS CENTRAL FLORIDA <\/td>\n<\/tr>\n
646<\/td>\nTABLE 13-2C5.2.1B – continued DUCT MULTIPLIERS CENTRAL FLORIDA <\/td>\n<\/tr>\n
647<\/td>\nTABLE 13-2C5.2.1C DUCT MULTIPLIERS SOUTH FLORIDA <\/td>\n<\/tr>\n
648<\/td>\nTABLE 13-2C5.2.1C – continued DUCT MULTIPLIERS SOUTH FLORIDA <\/td>\n<\/tr>\n
649<\/td>\nTABLE 13-2C6.2.1 GAS INSTANTANEOUS (TANKLESS) WATER HEATER MULTIPLIERS <\/td>\n<\/tr>\n
651<\/td>\nAPPENDIX 13-D <\/td>\n<\/tr>\n
675<\/td>\nAPPENDIX 13-D Part H <\/td>\n<\/tr>\n
681<\/td>\nAPPENDIX 13-D Part I <\/td>\n<\/tr>\n
687<\/td>\nAPPENDIX 13-D Part J <\/td>\n<\/tr>\n
688<\/td>\nAPPENDIX 13-D Part K <\/td>\n<\/tr>\n
689<\/td>\nAPPENDIX 13-E
\nFLORIDA STANDARD NO. 1 (FL-1)
\nFLORIDA REGULATORY MODIFICATIONS TO AIR-CONDITIONING &
\nREFRIGERATION INSTITUTE (ARI) STANDARD 470-80
\nEffective 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 <\/td>\n<\/tr>\n
690<\/td>\nSECTION 7 MARKING
SECTION 8 CONFORMANCE
SECTION A2 SCOPE
SECTION A3 DEFINITIONS
SECTION A4 EXPRESSION OF TEST RESULTS
SECTION A5 TEST METHODS <\/td>\n<\/tr>\n
691<\/td>\nCHAPTER 14
\nEXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
692<\/td>\nSECTION 1404 MATERIALS <\/td>\n<\/tr>\n
693<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
696<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
697<\/td>\nTABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS
SECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
698<\/td>\nSECTION 1408 HIGH-VELOCITY HURRICANE ZONE OTHER MATERIALS <\/td>\n<\/tr>\n
701<\/td>\nCHAPTER 15
\nROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
702<\/td>\nTABLE 1503.2 METAL FLASHING MATERIAL
SECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.1.2 ROOF COVERING CLASSIFICATIONUSING ALTERNATIVE METHOD <\/td>\n<\/tr>\n
703<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
704<\/td>\nTABLE 1505.1a,b MINIMUM ROOF COVERING CLASSIFICATIONFOR TYPES OF CONSTRUCTION
SECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
706<\/td>\nTABLE 1507.2.10 WIND RESISTANCE OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
707<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
708<\/td>\nTABLE 1507.7.5 SLATE SHINGLE HEADLAP
TABLE 1507.8.4 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
709<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
710<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
711<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
712<\/td>\nSECTION 1508 ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
713<\/td>\nTABLE 1509.7 CLEARANCE BELOW RAISED ROOFMOUNTED MECHANICAL UNITS
SECTION 1510 REROOFING <\/td>\n<\/tr>\n
714<\/td>\nSECTION 1511 RESERVED
SECTION 1512 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL <\/td>\n<\/tr>\n
715<\/td>\nSECTION 1513 HIGH-VELOCITY HURRICANE ZONES\u2014DEFINITIONS <\/td>\n<\/tr>\n
717<\/td>\nSECTION 1514 HIGH-VELOCITY HURRICANE ZONES\u2014WEATHER PROTECTION <\/td>\n<\/tr>\n
718<\/td>\nSECTION 1515 HIGH-VELOCITY HURRICANE ZONES\u2014PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
719<\/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
720<\/td>\nSECTION 1518 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF COVERINGS WITH SLOPES 2:12 OR GREATER <\/td>\n<\/tr>\n
722<\/td>\nSECTION 1519 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF COVERINGS WITH SLOPES LESS THAN 2:12 <\/td>\n<\/tr>\n
724<\/td>\nSECTION 1520 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF INSULATION <\/td>\n<\/tr>\n
725<\/td>\nSECTION 1521 HIGH-VELOCITY HURRICANE ZONES\u2014REROOFING <\/td>\n<\/tr>\n
727<\/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
731<\/td>\nSECTION 1524 HIGH-VELOCITY HURRICANE ZONES\u2014REQUIRED OWNERS NOTIFICATION FOR ROOFINGCONSIDERATIONS <\/td>\n<\/tr>\n
732<\/td>\nSECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION <\/td>\n<\/tr>\n
737<\/td>\nCHAPTER 16
\nSTRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
738<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
739<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i, j <\/td>\n<\/tr>\n
740<\/td>\nSECTION 1605 LOAD COMBINATIONS
(EQUATION 16-1)
(Equation 16-2) <\/td>\n<\/tr>\n
741<\/td>\nTABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
742<\/td>\n(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) <\/td>\n<\/tr>\n
743<\/td>\nSECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS
TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
744<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
745<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ANDMINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
746<\/td>\n(EQUATION 16-24)
TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL
(EQUATION 16-25) <\/td>\n<\/tr>\n
747<\/td>\n(EQUATION 16-26)
(EQUATION 16-27)
(EQUATION 16-28)
(EQUATION 16-29)
(EQUATION 16-30)
(EQUATION 16-31)
(EQUATION 16-32)
(EQUATION 16-33) <\/td>\n<\/tr>\n
748<\/td>\nSECTION 1608 SNOW LOADS RESERVED
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
750<\/td>\nFIGURE 1609 STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED <\/td>\n<\/tr>\n
751<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENINGSCHEDULE FOR WOOD STRUCTURAL PANELS
(Equation 16-34) <\/td>\n<\/tr>\n
752<\/td>\nTABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa,b,c
(EQUATION 16-35) <\/td>\n<\/tr>\n
753<\/td>\nSECTION 1610 SOIL LATERAL LOADS
SECTION 1611 RAIN LOADS
SECTION 1612 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL <\/td>\n<\/tr>\n
754<\/td>\nTABLE 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, ( ) <\/td>\n<\/tr>\n
755<\/td>\nTABLE 1610.1 SOIL LATERAL LOAD
SECTION 1613 HIGH-VELOCITY HURRICANE ZONES\u2014DEFLECTION <\/td>\n<\/tr>\n
756<\/td>\nSECTION 1614 HIGH-VELOCITY HURRICANE ZONES\u2014VOLUME CHANGES
SECTION 1615 HIGH-VELOCITY HURRICANE ZONES\u2014MINIMUM LOADS
TABLE 1615 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADSSee Tables 4-1 of ASCE 7 with commen
SECTION 1616 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF LIVE LOADS <\/td>\n<\/tr>\n
757<\/td>\nSECTION 1617 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF DRAINAGE
FIGURE 1617.3 REQUIRED AREA OF OVERFLOW SCUPPERS
SECTION 1618 HIGH-VELOCITY HURRICANE ZONES\u2014SPECIAL LOAD CONSIDERATIONS <\/td>\n<\/tr>\n
759<\/td>\nSECTION 1619 HIGH VELOCITY HURRICANE ZONES \u2014 LIVELOAD REDUCTIONS
SECTION 1620 HIGH-VELOCITY HURRICANE ZONES\u2014WIND LOADS
SECTION 1621 HIGH-VELOCITY HURRICANE ZONES\u2014OVERTURNING MOMENT AND UPLIFT
SECTION 1622 HIGH-VELOCITY HURRICANE ZONES\u2014SCREEN ENCLOSURES <\/td>\n<\/tr>\n
760<\/td>\nSECTION 1623 HIGH-VELOCITY HURRICANE ZONES\u2014LIVE LOADS POSTED AND OCCUPANCY PERMITS
SECTION 1624 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATION DESIGN
SECTION 1625 HIGH-VELOCITY HURRICANE ZONES\u2014LOAD TESTS
TABLE 1625.4 FATIGUE LOADING SEQUENCE <\/td>\n<\/tr>\n
761<\/td>\nSECTION 1626 HIGH-VELOCITY HURRICANE ZONES\u2014IMPACT TESTS FOR WIND-BORNE DEBRIS <\/td>\n<\/tr>\n
763<\/td>\nTABLE 1626 CYCLIC WIND PRESSURE LOADING <\/td>\n<\/tr>\n
765<\/td>\nCHAPTER 17
\nSTRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
766<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
767<\/td>\nSECTION 1711 ALTERNATIVE TEST PROCEDURE
SECTION 1712 TEST SAFE LOAD
SECTION 1713 IN-SITU LOAD TESTS
SECTION 1714 PRE- CONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
770<\/td>\nTABLE 1714.5.3 MINIMUM TEST SIZES, INCLUDING FRAMING <\/td>\n<\/tr>\n
772<\/td>\nSECTION 1715 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
773<\/td>\nCHAPTER 18
\nSOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 FOUNDATION AND SOILS INVESTIGATIONS <\/td>\n<\/tr>\n
774<\/td>\nSECTION 1803 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
775<\/td>\nSECTION 1804 ALLOWABLE LOAD-BEARING VALUES OF SOILS
TABLE 1804.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE
SECTION 1805 FOOTINGS AND FOUNDATIONS <\/td>\n<\/tr>\n
776<\/td>\nFIGURE 1805.3.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
777<\/td>\nTABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e <\/td>\n<\/tr>\n
779<\/td>\nTABLE 1805.5(1) PLAIN MASONRY FOUNDATION WALLSa, b, c <\/td>\n<\/tr>\n
780<\/td>\nTABLE 1805.5(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 5 INCHESa, b, c <\/td>\n<\/tr>\n
781<\/td>\nTABLE 1805.5(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 6.75 INCHESa, b, c <\/td>\n<\/tr>\n
782<\/td>\nTABLE 1805.5(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 8.75 INCHESa, b, c <\/td>\n<\/tr>\n
783<\/td>\nTABLE 1805.5(5) CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
785<\/td>\n(EQUATION 18-1)
(EQUATION 18-2)
(EQUATION 18-3) <\/td>\n<\/tr>\n
786<\/td>\nSECTION 1806 RETAINING WALLS
SECTION 1807 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
787<\/td>\nTABLE 1806.4 REINFORCEMENT FOR MASONRY RETAINING WALLSa <\/td>\n<\/tr>\n
788<\/td>\nSECTION 1808 PIER AND PILE FOUNDATIONS <\/td>\n<\/tr>\n
791<\/td>\nSECTION 1809 DRIVEN PILE FOUNDATIONS <\/td>\n<\/tr>\n
793<\/td>\nSECTION 1810 CAST-IN-PLACE CONCRETE PILE FOUNDATIONS <\/td>\n<\/tr>\n
796<\/td>\nSECTION 1811 COMPOSITE PILES
SECTION 1812 PIER FOUNDATIONS <\/td>\n<\/tr>\n
797<\/td>\nSECTIONS 1813 \u2013 1815 RESERVED
SECTION 1816 TERMITE PROTECTION <\/td>\n<\/tr>\n
798<\/td>\nSECTION 1817 HIGH-VELOCITY HURRICANE ZONES \u2013EXCAVATIONS
SECTION 1818 HIGH-VELOCITY HURRICANE ZONES\u2014BEARING CAPACITY OF SOIL
SECTION 1819 HIGH-VELOCITY HURRICANE ZONES\u2014SOIL BEARING FOUNDATIONS <\/td>\n<\/tr>\n
800<\/td>\nTABLE 1819.6 ALLOWABLE LATERAL PRESSURE <\/td>\n<\/tr>\n
801<\/td>\nSECTION 1820 HIGH-VELOCITY HURRICANE ZONES\u2014CONCRETE SLABS ON FILL
SECTION 1821 HIGH-VELOCITY HURRICANE ZONES\u2014MONOLITHIC FOOTINGS <\/td>\n<\/tr>\n
802<\/td>\nSECTION 1822 HIGH-VELOCITY HURRICANE ZONES\u2014PILE FOUNDATIONS <\/td>\n<\/tr>\n
804<\/td>\nSECTION 1823 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD PILES
TABLE 1823
SECTION 1824 HIGH-VELOCITY HURRICANE ZONES\u2014PRECAST CONCRETE PILES <\/td>\n<\/tr>\n
805<\/td>\nTABLE 1824
SECTION 1825 HIGH-VELOCITY HURRICANE ZONES \u2014PRESTRESSED PRECAST CONCRETE PILES
SECTION 1826 HIGH-VELOCITY HURRICANE ZONES\u2014CAST-IN-PLACE <\/td>\n<\/tr>\n
806<\/td>\nSECTION 1827 HIGH-VELOCITY HURRICANE ZONES \u2014ROLLED STRUCTURAL SHAPES
SECTION 1828 HIGH-VELOCITY HURRICANE ZONES \u2014SPECIAL PILES OR SPECIAL CONDITIONS
SECTION 1829 HIGH-VELOCITY HURRICANE ZONES\u2014LOAD TESTS ON PILES
SECTION 1830 HIGH-VELOCITY HURRICANE ZONES \u2014FOUNDATION WALLS AND GRADE BEAMS <\/td>\n<\/tr>\n
807<\/td>\nSECTION 1831 HIGH-VELOCITY HURRICANE ZONES \u2014GRADES UNDER BUILDINGS
SECTION 1832 HIGH-VELOCITY HURRICANE ZONES\u2014RETAINING WALLS
SECTION 1833 HIGH-VELOCITY HURRICANE ZONES\u2014SEAWALLS AND BULKHEADS
SECTION 1834 HIGH-VELOCITY HURRICANE ZONES\u2014SOIL IMPROVEMENT <\/td>\n<\/tr>\n
809<\/td>\nCHAPTER 19
\nCONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
810<\/td>\nTABLE 1904.2.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f c)
FIGURE 1904.2.2 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, c <\/td>\n<\/tr>\n
811<\/td>\nSECTION 1905 CONCRETE QUALITY, MIXING AND PLACING
SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <\/td>\n<\/tr>\n
812<\/td>\nSECTION 1907 DETAILS OF REINFORCEMENT
SECTION 1908 MODIFICATIONS TO ACI 318 RESERVED
SECTION 1909 STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
813<\/td>\nSECTION 1910 MINIMUM SLAB PROVISIONS
SECTION 1911 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
814<\/td>\n(EQUATION 19-1)
TABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1912 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN
SECTION 1913 SHOTCRETE <\/td>\n<\/tr>\n
816<\/td>\nSECTION 1914 REINFORCED GYPSUM CONCRETE
SECTION 1915 CONCRETE-FILLED PIPE COLUMNS
SECTION 1916 RESERVED
SECTION 1917 LIGHTWEIGHT INSULATINGCONCRETE ROOF DECK <\/td>\n<\/tr>\n
817<\/td>\nSECTION 1918 SPECIAL WIND PROVISIONS FOR CONCRETE <\/td>\n<\/tr>\n
818<\/td>\nSECTION 1919 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL
SECTION 1920 HIGH-VELOCITY HURRICANE ZONES \u2014STANDARDS
SECTION 1921 HIGH-VELOCITY HURRICANE ZONES\u2014DEFINITIONS
SECTION 1922 HIGH-VELOCITY HURRICANE ZONES\u2014MATERIALS <\/td>\n<\/tr>\n
820<\/td>\nSECTION 1923 HIGH-VELOCITY HURRICANE ZONES\u2014CONCRETE QUALITY <\/td>\n<\/tr>\n
821<\/td>\nSECTION 1924 HIGH-VELOCITY HURRICANE ZONES\u2014MIXING AND PLACING CONCRETE <\/td>\n<\/tr>\n
822<\/td>\nSECTION 1925 HIGH-VELOCITY HURRICANE ZONES\u2014FORMWORK, EMBEDDED PIPES ANDCONSTRUCTION JOINTS <\/td>\n<\/tr>\n
823<\/td>\nSECTION 1926 HIGH-VELOCITY HURRICANE ZONES\u2014DETAILS OF REINFORCEMENT <\/td>\n<\/tr>\n
825<\/td>\nSECTION 1927 HIGH-VELOCITY HURRICANE ZONES\u2014PRECAST CONCRETE UNITS <\/td>\n<\/tr>\n
826<\/td>\nSECTION 1928 HIGH-VELOCITY HURRICANE ZONES \u2014PRESTRESSED CONCRETE <\/td>\n<\/tr>\n
828<\/td>\nSECTION 1929 HIGH-VELOCITY HURRICANE ZONES\u2014PNEUMATICALLY PLACED CONCRETE(SHOTCRETE) <\/td>\n<\/tr>\n
829<\/td>\nCHAPTER 20
\nALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
830<\/td>\nTABLE 2002.4 DESIGN WIND PRESSURES FOR ALUMINUM SCREENED ENCLOSURESa,b,c
TABLE 2002.4A HEIGHT ADJUSTMENT FACTORS
SECTION 2003 HIGH-VELOCITY HURRICANE ZONES\u2014ALUMINUM <\/td>\n<\/tr>\n
833<\/td>\nCHAPTER 21
\nMASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
836<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
837<\/td>\nTABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
838<\/td>\nTABLE 2103.8(1) MORTAR PROPORTIONS
TABLE 2103.8(2) MORTAR PROPERTIESa <\/td>\n<\/tr>\n
839<\/td>\nTABLE 2103.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
840<\/td>\nSECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
843<\/td>\nSECTION 2105 QUALITY ASSURANCE
TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY <\/td>\n<\/tr>\n
844<\/td>\nTABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106 SEISMIC DESIGN RESERVED
SECTION 2107 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
845<\/td>\n(EQUATION 21-2)
SECTION 2108 STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
846<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
847<\/td>\nTABLE 2109.4.1 WALL LATERAL SUPPORT REQUIREMENTS <\/td>\n<\/tr>\n
848<\/td>\nTABLE 2109.3.2 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
849<\/td>\nTABLE 2109.5.3.1 FOUNDATION WALL CONSTRUCTION <\/td>\n<\/tr>\n
851<\/td>\nTABLE 2109.8.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
852<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
853<\/td>\nFIGURE 2110.3.1 GLASS MASONRY DESIGN WIND LOAD RESISTANCE
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
855<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
856<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
858<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUAREAND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
859<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
860<\/td>\nSECTION 2114 TERMITE INSPECTION
SECTION 2115 SPECIAL WIND PROVISIONS FOR MASONRY
SECTIONS 2116 \u2013 2117 RESERVED
SECTION 2118 HIGH-VELOCITY HURRICANE ZONES\u2014DESIGN
SECTION 2119 HIGH-VELOCITY HURRICANE ZONES\u2014QUALITY,TESTS, AND APPROVALS <\/td>\n<\/tr>\n
862<\/td>\nSECTION 2120 HIGH-VELOCITY HURRICANE ZONES\u2014ALLOWABLE UNIT STRESSES IN UNIT MASONRY
SECTION 2121 HIGH-VELOCITY HURRICANE ZONES\u2014CONSTRUCTION DETAILS <\/td>\n<\/tr>\n
867<\/td>\nSECTION 2122 HIGH-VELOCITY HURRICANE ZONES\u2014REINFORCED UNIT MASONRY <\/td>\n<\/tr>\n
869<\/td>\nCHAPTER 22
\nSTEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL
SECTION 2206 STEEL JOISTS <\/td>\n<\/tr>\n
870<\/td>\nSECTION 2207 STEEL CABLE STRUCTURES
SECTION 2208 STEEL STORAGE RACKS
SECTION 2209 COLD-FORMED STEEL
SECTION 2210 COLD-FORMED STEEL LIGHT-FRAMED CONSTRUCTION <\/td>\n<\/tr>\n
871<\/td>\nSECTION 2211 GABLE END WALLS
SECTION 2212 – 2213 RESERVED
SECTION 2214 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL\u2014STEEL CONSTRUCTION <\/td>\n<\/tr>\n
872<\/td>\nSECTION 2215 HIGH-VELOCITY HURRICANE ZONES\u2014MATERIAL <\/td>\n<\/tr>\n
873<\/td>\nSECTION 2216 HIGH-VELOCITY HURRICANE ZONES\u2014DESIGN LOADS
SECTION 2217 HIGH-VELOCITY HURRICANE ZONES\u2014MINIMUM THICKNESS OF MATERIAL
SECTION 2218 HIGH-VELOCITY HURRICANE ZONES\u2014CONNECTIONS
SECTION 2219 HIGH-VELOCITY HURRICANE ZONES\u2014TUBULAR COLUMNS
SECTION 2220 HIGH-VELOCITY HURRICANE ZONES\u2014PROTECTION OF METAL
SECTION 2221 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL\u2014OPEN WEB STEEL JOISTS <\/td>\n<\/tr>\n
875<\/td>\nSECTION 2222 HIGH-VELOCITY HURRICANE ZONES\u2014COLD-FORMED STEEL CONSTRUCTION <\/td>\n<\/tr>\n
876<\/td>\nSECTION 2223 HIGH-VELOCITY HURRICANE ZONES\u2014PRE-ENGINEERED, PREFABRICATED METALBUILDING SYSTEMS AND COMPONENTS(PRE-ENGINEERED STRUCTURES) <\/td>\n<\/tr>\n
877<\/td>\nSECTION 2224 HIGH-VELOCITY HURRICANE ZONES\u2014CHAIN LINK FENCES <\/td>\n<\/tr>\n
878<\/td>\nTABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS <\/td>\n<\/tr>\n
879<\/td>\nCHAPTER 23
\nWOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
880<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
883<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
884<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
885<\/td>\nTABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa,b
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
886<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
887<\/td>\nTABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a,b(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVERTWO 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
889<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
890<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
891<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
893<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FORLATERAL-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
894<\/td>\n(EQUATION 23-1)
TABLE 2305.2.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGMDEFLECTION DUE TO FASTENER SLIP (Structural I)a,d <\/td>\n<\/tr>\n
895<\/td>\nTABLE 2305.2.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
896<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
897<\/td>\nFIGURE 2305.2.5(2) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM
TABLE 2305.3.4 MAXIMUM SHEAR WALL DIMENSION RATIOS <\/td>\n<\/tr>\n
898<\/td>\nFIGURE 2305.3.5 GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH RATIO <\/td>\n<\/tr>\n
899<\/td>\n(EQUATION 23-3)
TABLE 2305.3.8.2 SHEAR RESISTANCE ADJUSTMENT FACTOR, Co <\/td>\n<\/tr>\n
900<\/td>\n(EQUATION 23-4)
SECTION 2306 ALLOWABLE STRESS DESIGN
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
901<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
TABLE 2306.2.1 WALL STUD BENDING STRESS INCREASE FACTORS <\/td>\n<\/tr>\n
902<\/td>\nTABLE 2306.3.3 DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE <\/td>\n<\/tr>\n
903<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
904<\/td>\nTABLE 2306.3.1\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITHFRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND LOADINGh <\/td>\n<\/tr>\n
905<\/td>\nTABLE 2306.3.1\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURALPANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINEa FOR WIND LOADINGh <\/td>\n<\/tr>\n
906<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
907<\/td>\nSECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
908<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
909<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
910<\/td>\nTABLE 2306.4.5 ALLOWABLE SHEAR FOR WIND FORCES FOR SHEAR WALLS OF LATHAND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES <\/td>\n<\/tr>\n
913<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L\/ = 360) <\/td>\n<\/tr>\n
914<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf, L\/ = 360) <\/td>\n<\/tr>\n
915<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L\/ = 360) <\/td>\n<\/tr>\n
916<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Living Areas, Live Load = 40 psf, L\/ = 360) <\/td>\n<\/tr>\n
917<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
920<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
921<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
TABLE 2308.9.3(1) BRACED WALL PANELSa <\/td>\n<\/tr>\n
922<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
923<\/td>\nTABLE 2308.9.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
924<\/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
925<\/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
926<\/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
927<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a,b,c,e,f,g,h <\/td>\n<\/tr>\n
928<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240) <\/td>\n<\/tr>\n
929<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240) <\/td>\n<\/tr>\n
930<\/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\/ = 240) <\/td>\n<\/tr>\n
931<\/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\/ = 240) <\/td>\n<\/tr>\n
932<\/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\/ = 180) <\/td>\n<\/tr>\n
933<\/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\/ = 180) <\/td>\n<\/tr>\n
934<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
935<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
936<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
937<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
938<\/td>\nTABLE 2308.10.9\u2013continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
SECTIONS 2309 – 2313 RESERVED
SECTION 2314 HIGH-VELOCITY HURRICANE ZONES <\/td>\n<\/tr>\n
940<\/td>\nSECTION 2315 HIGH-VELOCITY HURRICANE ZONES \u2014 QUALITY <\/td>\n<\/tr>\n
941<\/td>\nTABLE 2315.4.2 MINIMUM GRADE REQUIREMENTS: BOARD GRADES
SECTION 2316 HIGH-VELOCITY HURRICANE ZONES \u2014 SIZES
SECTION 2317 HIGH-VELOCITY HURRICANE ZONES \u2014UNIT STRESSES
SECTION 2318 HIGH-VELOCITY HURRICANE ZONE \u2014 VERTICALFRAMING <\/td>\n<\/tr>\n
943<\/td>\nSECTION 2319 HIGH-VELOCITY HURRICANE ZONES \u2013HORIZONTAL FRAMING <\/td>\n<\/tr>\n
948<\/td>\nSECTION 2320 HIGH-VELOCITY HURRICANE ZONES \u2014FIRESTOPS <\/td>\n<\/tr>\n
949<\/td>\nSECTION 2321 HIGH-VELOCITY HURRICANE ZONES \u2014ANCHORAGE <\/td>\n<\/tr>\n
950<\/td>\nSECTION 2322 HIGH-VELOCITY HURRICANE ZONES \u2014SHEATHING
TABLE 2322.1.6 PLYWOOD SUBFLOOR1 <\/td>\n<\/tr>\n
951<\/td>\nTABLE 2322.1.13 ALLOWABLE SPAN FOR PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT1(SINGLE FLOOR PANELS) <\/td>\n<\/tr>\n
952<\/td>\nTABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1
SECTION 2323 HIGH-VELOCITY HURRICANE ZONES\u2014FURRING
SECTION 2324 HIGH-VELOCITY HURRICANE ZONES\u2014CONNECTORS <\/td>\n<\/tr>\n
953<\/td>\nSECTION 2325 HIGH-VELOCITY HURRICANE ZONES\u2013WOODSUPPORTING MASONRY
TABLE 2324.1 NAIL CONNECTION FOR WOOD MEMBERS
SECTION 2326 HIGH-VELOCITY HURRICANE ZONES \u2014PROTECTION OF WOOD <\/td>\n<\/tr>\n
955<\/td>\nSECTION 2327 HIGH-VELOCITY HURRICANE ZONES\u2014FIRE RETARDANT WOOD
SECTION 2328 HIGH-VELOCITY HURRICANE ZONE\u2014WOODFENCES
SECTION 2329 HIGH-VELOCITY HURRICANE ZONES\u2014FIRE-RETARDANT-TREATED SHAKES ANDSHINGLES <\/td>\n<\/tr>\n
956<\/td>\nSECTION 2330 HIGH-VELOCITY HURRICANE ZONES\u2014WOODBLOCKING <\/td>\n<\/tr>\n
957<\/td>\nCHAPTER 24
\nGLASS 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) <\/td>\n<\/tr>\n
958<\/td>\n(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) <\/td>\n<\/tr>\n
959<\/td>\nSECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
960<\/td>\n(EQUATION 24-13)
(EQUATION 24-14)
(EQUATION 24-15)
TABLE 2406.1 MINIMUM CATEGORY CLASSIFICATION OF GLAZING
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
962<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN ELEVATOR HOISTWAY
SECTION 2410 HIGH-VELOCITY HURRICANE ZONES \u2014 GENERAL <\/td>\n<\/tr>\n
963<\/td>\nSECTION 2411 HIGH-VELOCITY HURRICANE ZONES\u2014WINDOWS,DOORS, GLASS AND GLAZING <\/td>\n<\/tr>\n
967<\/td>\nSECTION 2412 HIGH-VELOCITY HURRICANE ZONES\u2014GLASSVENEER
SECTION 2413 HIGH-VELOCITY HURRICANE ZONES\u2014STORMSHUTTERS\/EXTERNAL PROTECTIVE DEVICES <\/td>\n<\/tr>\n
968<\/td>\nSECTION 2414 HIGH-VELOCITY HURRICANE ZONES\u2014CURTAINWALLS
SECTION 2415 HIGH-VELOCITY HURRICANE ZONES\u2014STRUCTURAL GLAZING SYSTEMS <\/td>\n<\/tr>\n
971<\/td>\nCHAPTER 25
\nGYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
972<\/td>\nSECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
973<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERSAND WATER CLOSETS <\/td>\n<\/tr>\n
974<\/td>\nSECTION 2510 LATHING AND FURRING FORCEMENT PLASTER (STUCCO)
SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION <\/td>\n<\/tr>\n
975<\/td>\nSECTION 2512 EXTERIOR PLASTER
TABLE 2512.6 CEMENT PLASTERSa
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
976<\/td>\nSECTION 2514 HIGH-VELOCITY HURRICANE ZONES \u2014 LATHING <\/td>\n<\/tr>\n
977<\/td>\nTABLE 2514.3.2 WEIGHTS OF METAL AND WIRE LATH(*)
TABLE 2514.5.2 SPANS AND SPACING OF MAIN RUNNERS <\/td>\n<\/tr>\n
978<\/td>\nTABLE 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 \u2014 PLASTER
TABLE 2515.1.5 REQUIRED THICKNESS OF INTERIOR PLASTER <\/td>\n<\/tr>\n
979<\/td>\nTABLE 2515.3.1.1 GYPSUM AND HARDWALL PLASTER <\/td>\n<\/tr>\n
980<\/td>\nSECTION 2516 HIGH-VELOCITY HURRICANE ZONES \u2014 STUCCO <\/td>\n<\/tr>\n
981<\/td>\nSECTION 2517 HIGH-VELOCITY HURRICANE ZONES \u2014 GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS <\/td>\n<\/tr>\n
982<\/td>\nSECTION 2518 HIGH-VELOCITY HURRICANE ZONES \u2014SUSPENDED AND FURRED CEILINGS
SECTION 2519 HIGH-VELOCITY HURRICANE ZONES \u2014ASBESTOS
SECTION 2520 HIGH-VELOCITY HURRICANE ZONES \u2014 TILE <\/td>\n<\/tr>\n
983<\/td>\nCHAPTER 26
\nPLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
986<\/td>\nSECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
987<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
988<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FORLIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING <\/td>\n<\/tr>\n
989<\/td>\nSECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTINGPLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
990<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 HIGH-VELOCITY HURRICANE ZONES \u2014 PLASTICS <\/td>\n<\/tr>\n
993<\/td>\nTABLE 2612.4.3.1.3 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR PLASTIC WALL PANELS IN NONFIRE-RATED WALLS <\/td>\n<\/tr>\n
995<\/td>\nTABLE 2612.4.4.4 AREA LIMITATIONS FOR ROOF PANELS <\/td>\n<\/tr>\n
997<\/td>\nCHAPTER 27
\nELECTRICAL
SECTION 2701 GENERAL
[F] SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
SECTION 2703 CROSS REFERENCES
TABLE 2703 CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE
SECTION 2704 BONDING METAL FRAMING MEMBERS <\/td>\n<\/tr>\n
998<\/td>\nTABLE 2703\u2014continued CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
999<\/td>\nTABLE 2703\u2014continued Florida Building Code\u2014Residential <\/td>\n<\/tr>\n
1000<\/td>\nTABLE 2703\u2014continued Florida Building Code\u2014Mechanical <\/td>\n<\/tr>\n
1001<\/td>\nTABLE 2703\u2014continued Florida Building Code\u2014Fuel Gas <\/td>\n<\/tr>\n
1003<\/td>\nCHAPTER 28
\nMECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
1005<\/td>\nCHAPTER 29
\nPLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES RESERVED <\/td>\n<\/tr>\n
1007<\/td>\nCHAPTER 30
\nELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL <\/td>\n<\/tr>\n
1008<\/td>\nSECTION 3002 HOISTWAY ENCLOSURES
[F] SECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
1009<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
1010<\/td>\nSECTION 3006 MACHINE ROOMS
SECTION 3007 ELEVATOR ACCESSIBILITY REQUIREMENTS FORTHE PHYSICALLY HANDICAPPED
SECTION 3008 SERIAL NUMBERS <\/td>\n<\/tr>\n
1011<\/td>\nSECTION 3009 ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC ELEVATORCYLINDERS
SECTION 3010 BULLETIN BOARDS
SECTION 3011 ALTERATIONS TO ELECTRIC AND HYDRAULIC ELEVATORS AND ESCALATORS <\/td>\n<\/tr>\n
1013<\/td>\nCHAPTER 31
\nSPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
1014<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
1015<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
1016<\/td>\nSECTION 3106
\nMARQUEES <\/td>\n<\/tr>\n
1017<\/td>\nSECTION 3107 SIGNS
SECTION 3108 RADIO AND TELEVISION TOWERS
SECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE <\/td>\n<\/tr>\n
1020<\/td>\nSECTION 3110 FLOOD-RESISTANT CONSTRUCTION
SECTION 3111 DEPOSIT OF MATERIAL INTIDEWATER REGULATED <\/td>\n<\/tr>\n
1021<\/td>\nSECTION 3112 LIGHTING, MIRRORS, LANDSCAPING
SECTION 3113 AIRPORT NOISE <\/td>\n<\/tr>\n
1023<\/td>\nCHAPTER 32
\nENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
1025<\/td>\nCHAPTER 33
\nSAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
SECTION 3305 SANITARY <\/td>\n<\/tr>\n
1026<\/td>\nSECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1027<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
1028<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
1029<\/td>\nCHAPTER 34
\nEXISTING 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 <\/td>\n<\/tr>\n
1031<\/td>\nCHAPTER 35
\nREFERENCED STANDARDS
AA
AAF
AAMA <\/td>\n<\/tr>\n
1032<\/td>\nAASHTO
ACI
AF&PA <\/td>\n<\/tr>\n
1033<\/td>\nAHA
AIA
AISC
AISI <\/td>\n<\/tr>\n
1034<\/td>\nAITC
ALI
ANSI <\/td>\n<\/tr>\n
1035<\/td>\nAPA <\/td>\n<\/tr>\n
1036<\/td>\nASAE
ASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
1037<\/td>\nASTM <\/td>\n<\/tr>\n
1044<\/td>\nAWCI
AWPA <\/td>\n<\/tr>\n
1045<\/td>\nAWS
BHMA
CGSB <\/td>\n<\/tr>\n
1046<\/td>\nCPSC
CSA
CSSB
DASMA
DECO <\/td>\n<\/tr>\n
1047<\/td>\nDOC\/NIST
DOL\/OSHA
DOT
FC&PA
FEMA <\/td>\n<\/tr>\n
1048<\/td>\nFINA
FLORIDA CODES <\/td>\n<\/tr>\n
1049<\/td>\nFM <\/td>\n<\/tr>\n
1050<\/td>\nFRSA
GA
GSA
HPVA
ICC
ISO <\/td>\n<\/tr>\n
1051<\/td>\nNAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
1052<\/td>\nNRCA
NSPI <\/td>\n<\/tr>\n
1053<\/td>\nPCA
PCI
PTI
RCSC
RMI
SDI <\/td>\n<\/tr>\n
1054<\/td>\nSDI
SFPA
SFPE
SJI
SMA
SMACNA <\/td>\n<\/tr>\n
1055<\/td>\nSPRI
SSPC
STI
TECO
TIA
TMS <\/td>\n<\/tr>\n
1056<\/td>\nTPI
UL <\/td>\n<\/tr>\n
1057<\/td>\nULC
USC
WDMA
WPPC
WRI <\/td>\n<\/tr>\n
1059<\/td>\nCHAPTER 36
\nFLORIDA FIRE PREVENTION CODE
SECTION 3601 GENERAL <\/td>\n<\/tr>\n
1061<\/td>\nAPPENDIX A
\nEMPLOYEE QUALIFICATIONS
\nRESERVED <\/td>\n<\/tr>\n
1063<\/td>\nAPPENDIX B
\nCHAPTER 9B-52 F.A.C.
\nFLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
1065<\/td>\nCHAPTER B101 GENERAL
CHAPTER B201 DEFINITIONS <\/td>\n<\/tr>\n
1066<\/td>\nCHAPTER B301 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL <\/td>\n<\/tr>\n
1071<\/td>\nAPPENDIX C
\nCHAPTER 9B-53 F.A.C
\nSTANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS <\/td>\n<\/tr>\n
1075<\/td>\nCHAPTER C101 ADMINISTRATION
CHAPTER C201 DEFINITIONS <\/td>\n<\/tr>\n
1076<\/td>\nCHAPTER C301 TESTING
CHAPTER C401 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING <\/td>\n<\/tr>\n
1077<\/td>\nCHAPTER C501 ENGINEERED SYSTEMS <\/td>\n<\/tr>\n
1078<\/td>\nCHAPTER C601 SOIL DEPRESSURIZATION SYSTEMS <\/td>\n<\/tr>\n
1081<\/td>\nAPPENDIX D
\nFIRE DISTRICTS
\nRESERVED <\/td>\n<\/tr>\n
1083<\/td>\nAPPENDIX E CHAPTER 9 B-67 FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION <\/td>\n<\/tr>\n
1086<\/td>\nCHAPTER E101 GENERAL
CHAPTER E201 DEFINITIONS <\/td>\n<\/tr>\n
1089<\/td>\nCHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS <\/td>\n<\/tr>\n
1093<\/td>\nCHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS <\/td>\n<\/tr>\n
1097<\/td>\nAPPENDIX F
\nRODENT PROOFING
\nRESERVED <\/td>\n<\/tr>\n
1099<\/td>\nAPPENDIX G
\nFLOOD-RESISTANT CONSTRUCTION
\nRESERVED <\/td>\n<\/tr>\n
1101<\/td>\nAPPENDIX H
\nSIGNS
\nRESERVED <\/td>\n<\/tr>\n
1103<\/td>\nAPPENDIX I
\nPATIO COVERS
\nRESERVED <\/td>\n<\/tr>\n
1105<\/td>\nAPPENDIX J
\nGRADING
\nRESERVED <\/td>\n<\/tr>\n
1107<\/td>\nAPPENDIX K ICC ELECTRICAL CODE RESERVED <\/td>\n<\/tr>\n
1109<\/td>\nINDEX <\/td>\n<\/tr>\n
1137<\/td>\nGET YOUR FLORIDA SIGNIFICANT CHANGES AND COMMENTARIES! <\/td>\n<\/tr>\n
1139<\/td>\nCOMPLETE YOUR CODE WITH REFERENCED STANDARDS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code – Building<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2007<\/td>\n1140<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":10280,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-10279","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\/10279","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\/10280"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=10279"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=10279"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=10279"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}