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eLibrary > Florida Building Code - Existing Building, 5th edition >

Florida Building Code - Existing Building, 5th edition, 2014

FLORIDA BUILDING CODE FIFTH EDITION (2014) EXISTING BUILDING
FLORIDA BUILDING CODE FIFTH EDITION (2014) EXISTING BUILDING TITLE PAGE
COPYRIGHT
PREFACE
TABLE OF CONTENTS
CHAPTER 1 SCOPE AND ADMINISTRATION [Go to Page]
PART 1—SCOPE AND APPLICATION [Go to Page]
SECTION 101 GENERAL
SECTION 102 APPLICABILITY RESERVED
PART 2—ADMINISTRATION AND ENFORCEMENT [Go to Page]
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL RESERVED
SECTION 105 PERMITS RESERVED
SECTION 106 CONSTRUCTION DOCUMENTS RESERVED
SECTION 107 TEMPORARY STRUCTURES AND USES RESERVED
SECTION 108 FEES RESERVED
SECTION 109 INSPECTIONS RESERVED
SECTION 110 CERTIFICATE OF OCCUPANCY RESERVED
SECTION 111 SERVICE UTILITIES RESERVED
SECTION 112 BOARD OF APPEALS RESERVED
SECTION 113 VIOLATIONS RESERVED
SECTION 114 STOP WORK ORDER RESERVED
SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT RESERVED
SECTION 116 EMERGENCY MEASURES RESERVED
SECTION 117 DEMOLITION RESERVED
CHAPTER 2 DEFINITIONS [Go to Page]
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
CHAPTER 3 COMPLIANCE METHODS [Go to Page]
SECTION 301 COMPLIANCE METHODS [Go to Page]
[B] TABLE 301.1.4.1 PERFORMANCE CRITERIA FOR FBC—LEVEL SEISMIC FORCES OCCUPANCY
[B] TABLE 301.1.4.2 PERFORMANCE CRITERIA FOR REDUCED FBC—LEVEL SEISMIC FORCES RISK CATEGORY
CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD [Go to Page]
SECTION 401 GENERAL
SECTION 402 ADDITIONS
SECTION 403 ALTERATIONS
SECTION 404 REPAIRS
SECTION 405 FIRE ESCAPES
SECTION 406 GLASS REPLACEMENT
SECTION 407 CHANGE OF OCCUPANCY
SECTION 408 HISTORIC BUILDINGS
SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
SECTION 411 REROOFING
SECTION 412 ENERGY CONSERVATION
CHAPTER 5 CLASSIFICATION OF WORK [Go to Page]
SECTION 501 GENERAL
SECTION 502 REPAIRS
SECTION 503 ALTERATION—LEVEL 1
SECTION 504 ALTERATION—LEVEL 2
SECTION 505 ALTERATION—LEVEL 3
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 ADDITIONS
SECTION 508 HISTORIC BUILDINGS
SECTION 509 RELOCATED BUILDINGS
SECTION 510 RETROFITTING
CHAPTER 6 REPAIRS [Go to Page]
SECTION 601 GENERAL
SECTION 602 BUILDING ELEMENTS AND MATERIALS
SECTION 603 FIRE PROTECTION
SECTION 604 MEANS OF EGRESS
SECTION 605 ACCESSIBILITY
SECTION 606 STRUCTURAL
SECTION 607 ELECTRICAL
SECTION 608 MECHANICAL
SECTION 609 PLUMBING
CHAPTER 7 ALTERATIONS—LEVEL 1 [Go to Page]
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS
SECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 ACCESSIBILITY
SECTION 706 STRUCTURAL
SECTION 707 ENERGY CONSERVATION
SECTION 708 REROOFING [Go to Page]
TABLE 708.7.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
TABLE 708.8.1 REQUIRED UPLIFT CAPACITIES FOR ROOF-TO-WALL CONNECTIONSa, b (POUNDS PER LINEAR FOOT)
CHAPTER 8 ALTERATIONS—LEVEL 2 [Go to Page]
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS
SECTION 804 FIRE PROTECTION
SECTION 805 MEANS OF EGRESS
SECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL
SECTION 808 ELECTRICAL
SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION
CHAPTER 9 ALTERATIONS—LEVEL 3 [Go to Page]
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL
SECTION 908 ENERGY CONSERVATION
CHAPTER 10 CHANGE OF OCCUPANCY [Go to Page]
SECTION 1001 GENERAL
SECTION 1002 SPECIAL USE AND OCCUPANCY
SECTION 1003 BUILDING ELEMENTS AND MATERIALS
SECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 ACCESSIBILITY
SECTION 1007 STRUCTURAL
SECTION 1008 ELECTRICAL
SECTION 1009 MECHANICAL
SECTION 1010 PLUMBING
SECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION [Go to Page]
TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES
TABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
SECTION 1013 ENERGY CONSERVATION
CHAPTER 11 ADDITIONS [Go to Page]
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL
SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY
SECTION 1106 ENERGY CONSERVATION
CHAPTER 12 HISTORIC BUILDINGS [Go to Page]
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 STANDARDS AND GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS
SECTION 1204 EQUIVALENCY
SECTION 1205 COMPLIANCE
SECTION 1206 INVESTIGATION AND EVALUATION
SECTION 1207 HISTORIC CUBAN TILE
CHAPTER 13 RELOCATED OR MOVED BUILDINGS [Go to Page]
SECTION 1301 GENERAL
SECTION 1302 REQUIREMENTS
CHAPTER 14 PERFORMANCE COMPLIANCE METHODS [Go to Page]
SECTION 1401 GENERAL [Go to Page]
EQUATION 14-1
EQUATION 14-2
EQUATION 14-3
EQUATION 14-4
[B] TABLE 1401.6.3 COMPARTMENTATION VALUES
[B] TABLE 1401.6.4 SEPARATION VALUES
[B] TABLE 1401.6.5 CORRIDOR WALL VALUES
[B] TABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
[B] TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5
[B] TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
[B] TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
[B] TABLE 1401.6.10 SMOKE CONTROL VALUES
[B] TABLE 1401.6.11 MEANS OF EGRESS VALUES
[B] TABLE 1401.6.12 DEAD-END VALUES
EQUATION 14-6
[B] TABLE 1401.6.14 ELEVATOR CONTROL VALUES
[B] TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
[B] TABLE 1401.6.16 MIXED OCCUPANCY VALUESa
[B] TABLE 1401.6.17 SPRINKLER SYSTEM VALUES
[B] TABLE 1401.6.18 STANDPIPE SYSTEM VALUES
[B] TABLE 1401.8 MANDATORY SAFETY SCORES
[B] TABLE 1401.6.19 INCIDENTAL USE AREA VALUES
[B] TABLE 1401.7 SUMMARY SHEET-BUILDING CODE
[B] TABLE 1401.9 EVALUATION FORMULASa
CHAPTER 15 CONSTRUCTION SAFEGUARDS [Go to Page]
SECTION 1501 GENERAL [Go to Page]
[B] TABLE 1501.6 PROTECTION OF PEDESTRIANS
SECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1504 FIRE EXTINGUISHERS
SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPE SYSTEMS
SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
CHAPTER 16 REFERENCED STANDARDS [Go to Page]
ASCE/SEI
ASHRAE
ASME
ASTM
DOC
FLORIDA CODES
NFPA
CHAPTER 17 RETROFITTING [Go to Page]
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 MATERIALS [Go to Page]
TABLE 1703.3 MATERIAL SPECIFICATIONS FOR RETROFITS
TABLE 1703.5 NAIL AND SCREW REQUIREMENTS
SECTION 1704 GENERAL REQUIREMENTS AND MEANS OF RETROFIT [Go to Page]
FIGURE 1704.1 GENERAL MEANS OF GABLE END RETROFIT
TABLE 1704.1 RETROFIT CONFIGURATION AS A FUNCTION OF EXPOSURE CATEGORY, DESIGN WIND SPEED, AND STUD HEIGHT
SECTION 1705 ADDED STUDS
SECTION 1706 RETROFIT STUDS [Go to Page]
FIGURE 1706.3 PLACEMENT OF RETROFIT STUDS
FIGURE 1706.4.2 NAIL PLATE FASTENING
FIGURE 1707.1(1) TRUSS GABLE END WALL WITH L-BENT STRAPS
FIGURE 1707.1(2) CONVENTIONALLY FRAME GABLE END WALL WITH L-BENT STRAPS
FIGURE 1707.1(3) TRUSS GABLE END WALL WITH U-BENT STRAPS
FIGURE 1707.1(4) CONVENTIONALLY FRAME GABLE END WALL WITH U-BENT STRAPS
SECTION 1707 LATERAL BRACES [Go to Page]
FIGURE 1707.4.1 OMITTED LATERAL BRACE
FIGURE 1707.4.2 INTERRUPTED LATERAL BRACES
FIGURE 1708.1.1(1) L-BENT STRAP METHOD FOR CONFIGURATIONS A, B, AND C
SECTION 1708 ATTACHMENT OF LATERAL BRACES TO RETROFIT STUDS [Go to Page]
FIGURE 1708.1.1(2) L-BENT STRAP METHOD FOR CONFIGURATION D
FIGURE 1708.1.2(1) U-BENT STRAP METHOD FOR CONFIGURATIONS A, B AND C
FIGURE 1708.1.2(2) U-BENT STRAP METHOD FOR CONFIGURATION D
SECTION 1709 CONNECTIONS TO WALL BELOW
APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS [Go to Page]
CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS [Go to Page]
SECTION A101 PURPOSE
SECTION A102 SCOPE
SECTION A103 DEFINITIONS
SECTION A104 SYMBOLS AND NOTATIONS
SECTION A105 GENERAL REQUIREMENTS
SECTION A106 MATERIALS REQUIREMENTS [Go to Page]
EQUATION A1-1
EQUATION A1-2
EQUATION A1-3
SECTION A107 QUALITY CONTROL
SECTION A108 DESIGN STRENGTHS [Go to Page]
EQUATION A1-4
EQUATION A1-5
EQUATION A1-6
SECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE [Go to Page]
EQUATION A1-7
SECTION A111 SPECIAL PROCEDURE [Go to Page]
EQUATION A1-8
EQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12
EQUATION A1-13
EQUATION A1-14
EQUATION A1-15
EQUATION A1-16
EQUATION A1-17
EQUATION A1-18
EQUATION A1-19
SECTION A112 ANALYSIS AND DESIGN [Go to Page]
EQUATION A1-20
EQUATION A1-21
EQUATION A1-22
EQUATION A1-23
EQUATION A1-24
EQUATION A1-25
SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY [Go to Page]
[B] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER
[B] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
[B] TABLE A1-C HORIZONTAL FORCE FACTOR, Cp
[B] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS
[B] TABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
[B] TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
[B] TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
[B] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
[B] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS [Go to Page]
SECTION A201 PURPOSE
SECTION A202 SCOPE
SECTION A203 DEFINITIONS
SECTION A204 SYMBOLS AND NOTATIONS
SECTION A205 GENERAL REQUIREMENTS
SECTION A206 ANALYSIS AND DESIGN
SECTION A207 MATERIALS OF CONSTRUCTION
CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS [Go to Page]
SECTION A301 GENERAL
SECTION A302 DEFINITIONS
SECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS [Go to Page]
[B] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
[B] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE
[B] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
[B] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION
[B] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
[B] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS
[B] FIGURE A3-4B ALTERNATE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
[B] FIGURE A3-4C SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATE CONNECTION FOR BATTERED F
[B] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
[B] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
[B] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
[B] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
[B] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
[B] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
[B] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
[B] FIGURE A3-10 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS [Go to Page]
SECTION A401 GENERAL
SECTION A402 DEFINITIONS
SECTION A403 ANALYSIS AND DESIGN
SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405 MATERIALS OF CONSTRUCTION
SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL
CHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS [Go to Page]
SECTION A501 PURPOSE
SECTION A502 SCOPE
SECTION A503 GENERAL REQUIREMENTS
SECTION A504 SITE GROUND MOTION
SECTION A505 TIER 1 ANALYSIS PROCEDURE
SECTION A506 TIER 2 ANALYSIS PROCEDURE [Go to Page]
EQUATION A5-1
SECTION A507 TIER 3 ANALYSIS PROCEDURE
CHAPTER A6 REFERENCED STANDARDS [Go to Page]
ASCE/SEI
ASTM
DOC
ICC
APPENDIX B STANDARD FOR REHABILITATION THE SECRETARY OF THE INTERIOR’S STANDARDS FOR REHABILITATION AND GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS [Go to Page]
INTRODUCTION
THE SECRETARY OF THE INTERIOR’S STANDARDS FOR REHABILITATION
GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS
BUILDING EXTERIOR
ROOFS
WINDOWS
ENTRANCES AND PORCHES
STOREFRONTS
BUILDING INTERIOR
MECHANICAL SYSTEMS: HEATING, AIR CONDITIONING, ELECTRICAL, AND PLUMBING
BUILDING SITE
DISTRICT/NEIGHBORHOOD
HEALTH AND SAFETY CODE REQUIREMENTS
ENERGY RETROFITTING
NEW ADDITIONS TO HISTORIC BUILDINGS
APPENDIX C REFER TO NFPA 914 CODE FOR FIRE PROTECTION OF HISTORIC STRUCTURES 2001 EDITION
CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS RESERVED
RESOURCE A GUIDELINES ON FIRE RATING OF ARCHAIC MATERIALS AND ASSEMBLIES RESERVED
INDEX
FLORIDA BUILDING CODE FIFTH EDITION (2014) BUILDING CHAPTER 1 [Go to Page]
CHAPTER 1 SCOPE AND ADMINISTRATION [Go to Page]
PART 1—SCOPE AND APPLICATION [Go to Page]
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
PART 2—ADMINISTRATION AND ENFORCEMENT [Go to Page]
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
SECTION 105 PERMITS
SECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS
SECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES
SECTION 110 INSPECTIONS
SECTION 111 CERTIFICATE OF OCCUPANCY
SECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALS RESERVED
SECTION 114 VIOLATIONS RESERVED
SECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT RESERVED
SECTION 117 VARIANCES IN FLOOD HAZARD AREAS
GET AHEAD WITH NEW TOOLS FOR YOUR CODE [Go to Page]

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