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Florida Building Code - Existing Building, Seventh Edition, 2020

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Florida Building Code - Existing Building, Seventh Edition, 2020

FLORIDA BUILDING CODE - EXISTING BUILDING SEVENTH EDITION (2020)
FLORIDA BUILDING CODE - EXISTING BUILDING SEVENTH EDITION (2020) 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
PART 2—ADMINISTRATION AND ENFORCEMENT [Go to Page]
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
SECTION 105 PERMITS
SECTION 106 CONSTRUCTION DOCUMENTS
SECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES
SECTION 109 INSPECTIONS
SECTION 110 CERTIFICATE OF OCCUPANCY
SECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS
SECTION 113 VIOLATIONS
SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT
SECTION 116 EMERGENCY MEASURES
SECTION 117 DEMOLITION
CHAPTER 2 DEFINITIONS [Go to Page]
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS
CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS [Go to Page]
SECTION 301 ADMINISTRATION [Go to Page]
[BS] TABLE 301.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
[BS] TABLE 301.4.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
SECTION 302 GENERAL PROVISIONS
CHAPTER 4 REPAIRS [Go to Page]
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 ACCESSIBILITY
SECTION 406 STRUCTURAL
SECTION 407 ELECTRICAL
SECTION 408 MECHANICAL
SECTION 409 PLUMBING
CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD [Go to Page]
SECTION 501 GENERAL
SECTION 502 ADDITIONS
SECTION 503 ALTERATIONS
SECTION 504 FIRE ESCAPES
SECTION 505 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 HISTORIC BUILDINGS
SECTION 508 MOVED STRUCTURES
SECTION 509 ACCESSIBILITY FOR EXISTING BUILDINGS
SECTION 510 EXISTING ROOFING
SECTION 511 ENERGY CONSERVATION
CHAPTER 6 CLASSIFICATION OF WORK [Go to Page]
SECTION 601 GENERAL
SECTION 602 ALTERATION—LEVEL 1
SECTION 603 ALTERATION—LEVEL 2
SECTION 604 ALTERATION—LEVEL 3
SECTION 605 CHANGE OF OCCUPANCY
SECTION 606 ADDITIONS
SECTION 607 HISTORIC BUILDINGS
SECTION 608 RELOCATED BUILDINGS
SECTION 609 RETROFITTING
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 EXISTING ROOFING [Go to Page]
TABLE 706.7.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
TABLE 706.8.1 REQUIRED UPLIFT CAPACITIES FOR ROOF-TO-WALL CONNECTIONSa, b (POUNDS PER LINEAR FOOT)
SECTION 707 STRUCTURAL
SECTION 708 ENERGY CONSERVATION
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 [Go to Page]
TABLE 805.3.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 805.3.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
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
SECTION 909 PLUMBING
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
SECTION 1107 PLUMBING
SECTION 1108 CARBON MONOXIDE PROTECTION
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
TABLE 1401.6.3 COMPARTMENTATION VALUES
TABLE 1401.6.4 SEPARATION VALUES
TABLE 1401.6.5 CORRIDOR WALL VALUES
TABLE 1401.6.6(1) VERTICAL OPENING PROTECTION VALUE
TABLE 1401.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 14-5
TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1401.6.10 SMOKE CONTROL VALUES
TABLE 1401.6.11 MEANS OF EGRESS VALUESa
TABLE 1401.6.12 DEAD-END VALUES
EQUATION 14-6
TABLE 1401.6.14 ELEVATOR CONTROL VALUES
TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
TABLE 1401.6.16 MIXED OCCUPANCY VALUESa
TABLE 1401.6.17 SPRINKLER SYSTEM VALUES
TABLE 1401.6.18 STANDPIPE SYSTEM VALUES
TABLE 1401.6.19 INCIDENTAL USE AREA VALUES
TABLE 1401.6.20 SMOKE COMPARTMENTATION VALUES
TABLE 1401.6.21.1 PATIENT ABILITY VALUES
TABLE 1401.6.21.2 PATIENT CONCENTRATION VALUES
TABLE 1401.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES
TABLE 1401.7 SUMMARY SHEET-BUILDING CODE
TABLE 1401.8 MANDATORY SAFETY SCORESa
TABLE 1401.9 EVALUATION FORMULASa
CHAPTER 15 CONSTRUCTION SAFEGUARDS [Go to Page]
SECTION 1501 GENERAL [Go to Page]
[BS] 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]
ACI
ASCE/SEI
ASHRAE
ASME
ASTM
Florida Codes
ICC
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
SECTION 1708 ATTACHMENT OF LATERAL BRACES TO RETROFIT STUDS [Go to Page]
FIGURE 1708.1.1(1) L-BENT STRAP METHOD FOR CONFIGURATIONS A, B, AND C
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 [Go to Page]
[BS] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER
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
[BS] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS
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
[BS] TABLE A1-C HORIZONTAL FORCE FACTOR, Cp
[BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS
[BS] TABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
[BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
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
[BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS [Go to Page]
[BS] TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS
SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY [Go to Page]
[BS] TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
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 [Go to Page]
[BS] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
SECTION A304 STRENGTHENING REQUIREMENTS [Go to Page]
[BS] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa
[BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
[BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION
[BS] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
[BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS
[BS] FIGURE A3-4B ALTERNATE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
[BS] FIGURE A3-4C SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATE CONNECTION FOR BATTERED FOOTING
[BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
[BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
[BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
[BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
[BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
[BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
[BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
[BS] 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 REFERENCED STANDARDS [Go to Page]
ASCE/SEI
ASTM
ICC
APPENDIX B STANDARD FOR REHABILITATION [Go to Page]
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
BUILDING INTERIOR
BUILDING SITE
DISTRICT/NEIGHBORHOOD
HEALTH AND SAFETY CODE REQUIREMENTS
ENERGY RETROFITTING
NEW ADDITIONS TO HISTORIC BUILDINGS
APPENDIX C REFER TO NFPA 914 CODEFOR FIRE PROTECTION OF HISTORIC STRUCTURES 2001 EDITION
CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS
RESOURCE A GUIDELINES ON FIRE RATING OF ARCHAIC MATERIALS AND ASSEMBLIES
INDEX
FLORIDA BUILDING CODE - BUILDING SEVENTH EDITION (2020) 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
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
SECTION 114 VIOLATIONS
SECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
SECTION 117 VARIANCES IN FLOOD HAZARD AREAS
HELPFUL TOOS FOR YOUR EXISTING BUILDING CODE
ICC PLAN REVIEW SERVICES [Go to Page]

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