FL FloridaExistingBuildingCode 2017
$47.13
Florida Building Code – Existing Building, Sixth Edition
| Published By | Publication Date | Number of Pages |
| FL | 2017 | 233 |
This is a fully integrated code based on the 2015 IEBC. Florida Building Code Administrative Chapter 1 is included. Chapter tabs are also included. Effective Date: December 31, 2017
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | FLORIDA BUILDING CODE – EXISTING BUILDING, SIXTH EDITION (2017) |
| 2 | FLORIDA BUILDING CODE – EXISTING BUILDING, SIXTH EDITION (2017) TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 8 | TABLE OF CONTENTS |
| 12 | CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY RESERVED PART 2—ADMINISTRATION AND ENFORCEMENT 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 |
| 13 | 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 |
| 14 | CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS |
| 16 | CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301 ADMINISTRATION [BS] TABLE 301.1.4.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FLORIDA BUILDING CODE, BUILDING-LEVEL SEISMIC FORCES |
| 17 | [BS] TABLE 301.1.4.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED FLORIDA BUILDING CODE, BUILDING-LEVEL SEISMIC FORCES SECTION 302 GENERAL PROVISIONS |
| 20 | CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD SECTION 401 GENERAL SECTION 402 ADDITIONS |
| 21 | SECTION 403 ALTERATIONS |
| 23 | SECTION 404 REPAIRS |
| 24 | SECTION 405 FIRE ESCAPES |
| 25 | SECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS SECTION 407 CHANGE OF OCCUPANCY |
| 26 | SECTION 408 HISTORIC BUILDINGS SECTION 409 MOVED STRUCTURES SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS SECTION 411 EXISTING ROOFING SECTION 412 ENERGY CONSERVATION |
| 28 | CHAPTER 5 CLASSIFICATION OF WORK 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 |
| 29 | SECTION 510 RETROFITTING |
| 30 | CHAPTER 6 REPAIRS SECTION 601 GENERAL SECTION 602 BUILDING ELEMENTS AND MATERIALS SECTION 603 FIRE PROTECTION SECTION 604 MEANS OF EGRESS SECTION 605 ACCESSIBILITY SECTION 606 STRUCTURAL |
| 31 | SECTION 607 ELECTRICAL |
| 32 | SECTION 608 MECHANICAL SECTION 609 PLUMBING |
| 34 | CHAPTER 7 ALTERATIONS—LEVEL 1 SECTION 701 GENERAL SECTION 702 BUILDING ELEMENTS AND MATERIALS |
| 35 | SECTION 703 FIRE PROTECTION SECTION 704 MEANS OF EGRESS SECTION 705 ACCESSIBILITY SECTION 706 EXISTING ROOFING |
| 37 | TABLE 706.7.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING |
| 38 | TABLE 706.8.1 REQUIRED UPLIFT CAPACITIES FOR ROOF-TO-WALL CONNECTIONSa, b (POUNDS PER LINEAR FOOT) |
| 40 | SECTION 707 STRUCTURAL |
| 41 | SECTION 708 ENERGY CONSERVATION |
| 42 | CHAPTER 8 ALTERATIONS—LEVEL 2 SECTION 801 GENERAL SECTION 802 SPECIAL USE AND OCCUPANCY SECTION 803 BUILDING ELEMENTS AND MATERIALS |
| 44 | SECTION 804 FIRE PROTECTION |
| 46 | SECTION 805 MEANS OF EGRESS |
| 50 | SECTION 806 ACCESSIBILITY SECTION 807 STRUCTURAL |
| 51 | SECTION 808 ELECTRICAL SECTION 809 MECHANICAL SECTION 810 PLUMBING SECTION 811 ENERGY CONSERVATION |
| 52 | CHAPTER 9 ALTERATIONS—LEVEL 3 SECTION 901 GENERAL SECTION 902 SPECIAL USE AND OCCUPANCY SECTION 903 BUILDING ELEMENTS AND MATERIALS SECTION 904 FIRE PROTECTION |
| 53 | SECTION 905 MEANS OF EGRESS SECTION 906 ACCESSIBILITY SECTION 907 STRUCTURAL |
| 54 | SECTION 908 ENERGY CONSERVATION SECTION 909 PLUMBING |
| 56 | CHAPTER 10 CHANGE OF OCCUPANCY 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 |
| 57 | SECTION 1008 ELECTRICAL SECTION 1009 MECHANICAL |
| 58 | SECTION 1010 PLUMBING SECTION 1011 OTHER REQUIREMENTS SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION |
| 59 | TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES |
| 60 | TABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES |
| 61 | SECTION 1013 ENERGY CONSERVATION |
| 62 | CHAPTER 11 ADDITIONS SECTION 1101 GENERAL SECTION 1102 HEIGHTS AND AREAS SECTION 1103 STRUCTURAL |
| 63 | SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1 SECTION 1105 ACCESSIBILITY SECTION 1106 ENERGY CONSERVATION |
| 64 | SECTION 1107 PLUMBING |
| 66 | CHAPTER 12 HISTORIC BUILDINGS SECTION 1201 GENERAL SECTION 1202 DEFINITIONS |
| 67 | SECTION 1203 STANDARDS AND GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS SECTION 1204 EQUIVALENCY SECTION 1205 COMPLIANCE SECTION 1206 INVESTIGATION AND EVALUATION |
| 68 | SECTION 1207 HISTORIC CUBAN TILE |
| 70 | CHAPTER 13 RELOCATED OR MOVED BUILDINGS SECTION 1301 GENERAL SECTION 1302 REQUIREMENTS |
| 72 | CHAPTER 14 PERFORMANCE COMPLIANCE METHODS SECTION 1401 GENERAL |
| 73 | EQUATION 14-1 EQUATION 14-2 EQUATION 14-3 |
| 74 | EQUATION 14-4 TABLE 1401.6.3 COMPARTMENTATION VALUES TABLE 1401.6.4 SEPARATION VALUES |
| 75 | 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 |
| 76 | TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES TABLE 1401.6.10 SMOKE CONTROL VALUES |
| 77 | TABLE 1401.6.11 MEANS OF EGRESS VALUESa TABLE 1401.6.12 DEAD-END VALUES |
| 78 | 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 |
| 79 | TABLE 1401.6.17 SPRINKLER SYSTEM VALUES TABLE 1401.6.18 STANDPIPE SYSTEM VALUES |
| 80 | 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 |
| 81 | TABLE 1401.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES TABLE 1401.8 MANDATORY SAFETY SCORESa TABLE 1401.9 EVALUATION FORMULASa |
| 82 | TABLE 1401.7 SUMMARY SHEET-BUILDING CODE |
| 84 | CHAPTER 15 CONSTRUCTION SAFEGUARDS SECTION 1501 GENERAL [BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS |
| 85 | SECTION 1502 PROTECTION OF ADJOINING PROPERTY SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 1504 FIRE EXTINGUISHERS |
| 86 | SECTION 1505 MEANS OF EGRESS SECTION 1506 STANDPIPE SYSTEMS SECTION 1507 AUTOMATIC SPRINKLER SYSTEM SECTION 1508 ACCESSIBILITY SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION |
| 88 | CHAPTER 16 REFERENCED STANDARDS ASCE/SEI ASHRAE ASME ASTM |
| 89 | Florida Codes NFPA |
| 90 | UL |
| 92 | CHAPTER 17 RETROFITTING SECTION 1701 GENERAL SECTION 1702 DEFINITIONS |
| 93 | SECTION 1703 MATERIALS TABLE 1703.3 MATERIAL SPECIFICATIONS FOR RETROFITS TABLE 1703.5 NAIL AND SCREW REQUIREMENTS |
| 94 | SECTION 1704 GENERAL REQUIREMENTS AND MEANS OF RETROFIT FIGURE 1704.1 GENERAL MEANS OF GABLE END RETROFIT |
| 95 | TABLE 1704.1 RETROFIT CONFIGURATION AS A FUNCTION OF EXPOSURE CATEGORY, DESIGN WIND SPEED, AND STUD HEIGHT |
| 96 | SECTION 1705 ADDED STUDS SECTION 1706 RETROFIT STUDS |
| 97 | FIGURE 1706.3 PLACEMENT OF RETROFIT STUDS |
| 98 | FIGURE 1706.4.2 NAIL PLATE FASTENING |
| 100 | FIGURE 1707.1(1) TRUSS GABLE END WALL WITH L-BENT STRAPS |
| 101 | FIGURE 1707.1(2) CONVENTIONALLY FRAME GABLE END WALL WITH L-BENT STRAPS |
| 102 | FIGURE 1707.1(3) TRUSS GABLE END WALL WITH U-BENT STRAPS |
| 103 | FIGURE 1707.1(4) CONVENTIONALLY FRAME GABLE END WALL WITH U-BENT STRAPS |
| 104 | SECTION 1707 LATERAL BRACES |
| 105 | FIGURE 1707.4.1 OMITTED LATERAL BRACE |
| 106 | FIGURE 1707.4.2 INTERRUPTED LATERAL BRACES |
| 108 | FIGURE 1708.1.1(1) L-BENT STRAP METHOD FOR CONFIGURATIONS A, B, AND C |
| 109 | SECTION 1708 ATTACHMENT OF LATERAL BRACES TO RETROFIT STUDS FIGURE 1708.1.1(2) L-BENT STRAP METHOD FOR CONFIGURATION D |
| 110 | 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 |
| 111 | SECTION 1709 CONNECTIONS TO WALL BELOW |
| 114 | APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS SECTION A104 SYMBOLS AND NOTATIONS |
| 115 | SECTION A105 GENERAL REQUIREMENTS |
| 116 | SECTION A106 MATERIALS REQUIREMENTS |
| 117 | EQUATION A1-1 EQUATION A1-2 EQUATION A1-3 |
| 118 | SECTION A107 QUALITY CONTROL |
| 119 | SECTION A108 DESIGN STRENGTHS EQUATION A1-4 EQUATION A1-5 EQUATION A1-6 |
| 120 | SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-7 SECTION A111 SPECIAL PROCEDURE EQUATION A1-8 |
| 121 | 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 |
| 122 | EQUATION A1-18 EQUATION A1-19 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-20 EQUATION A1-21 EQUATION A1-22 EQUATION A1-23 EQUATION A1-24 EQUATION A1-25 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS |
| 124 | SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY [BS] TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER [BS] TABLE A1-B ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS [BS] TABLE A1-C HORIZONTAL FORCE FACTOR, Cp |
| 125 | [BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS |
| 126 | [BS] TABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION [BS] TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS [BS] TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS |
| 127 | [BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN |
| 128 | [BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES |
| 130 | CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS SECTION A201 PURPOSE SECTION A202 SCOPE SECTION A203 DEFINITIONS SECTION A204 SYMBOLS AND NOTATIONS SECTION A205 GENERAL REQUIREMENTS |
| 131 | SECTION A206 ANALYSIS AND DESIGN |
| 132 | SECTION A207 MATERIALS OF CONSTRUCTION |
| 134 | CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS SECTION A301 GENERAL SECTION A302 DEFINITIONS |
| 135 | SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS |
| 138 | [BS] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING [BS] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b |
| 139 | [BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM |
| 140 | [BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION |
| 141 | [BS] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION |
| 142 | [BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS |
| 143 | [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 |
| 144 | [BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS |
| 145 | [BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS |
| 146 | [BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION |
| 147 | [BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) |
| 148 | [BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) |
| 149 | [BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS |
| 150 | [BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION |
| 151 | [BS] FIGURE A3-10 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT |
| 152 | CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS SECTION A403 ANALYSIS AND DESIGN |
| 154 | SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY SECTION A405 MATERIALS OF CONSTRUCTION |
| 155 | SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS SECTION A407 QUALITY CONTROL |
| 156 | CHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS SECTION A501 PURPOSE SECTION A502 SCOPE SECTION A503 GENERAL REQUIREMENTS SECTION A504 SITE GROUND MOTION SECTION A505 TIER 1 ANALYSIS PROCEDURE |
| 157 | SECTION A506 TIER 2 ANALYSIS PROCEDURE |
| 158 | EQUATION A5-1 SECTION A507 TIER 3 ANALYSIS PROCEDURE |
| 160 | CHAPTER A6 REFERENCED STANDARDS ASCE/SEI ASTM ICC |
| 162 | APPENDIX B STANDARD FOR REHABILITATION THE SECRETARY OF THE INTERIOR’S STANDARDS FOR REHABILITATION AND GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS INTRODUCTION |
| 163 | THE SECRETARY OF THE INTERIOR’S STANDARDS FOR REHABILITATION |
| 164 | GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS |
| 167 | BUILDING EXTERIOR |
| 174 | ROOFS |
| 176 | WINDOWS |
| 178 | ENTRANCES AND PROCHES |
| 180 | STOREFRONTS |
| 182 | BUILDING INTERIOR |
| 188 | MECHANICAL SYSTEMS: HEATING, AIR CONDITIONING, ELECTRICAL, AND PLUMBING |
| 190 | BUILDING SITE |
| 193 | DISTRICT/NEIGHBORHOOD |
| 195 | HEALTH AND SAFETY CODE REQUIREMENTS |
| 196 | ENERGY RETROFITTING |
| 198 | NEW ADDITIONS TO HISTORIC BUILDINGS |
| 200 | APPENDIX C |
| 202 | RESOURCE A GUIDELINES ON FIRE RATING OF ARCHAIC MATERIALS AND ASSEMBLIES RESERVED |
| 204 | INDEX |
| 210 | FLORIDA BUILDING CODE – BUILDING CHAPTER 1, SIXTH EDITION (2017) |
| 212 | CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY |
| 215 | PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL SECTION 105 PERMITS |
| 221 | SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 SUBMITTAL DOCUMENTS |
| 225 | SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES |
| 226 | SECTION 110 INSPECTIONS |
| 229 | SECTION 111 CERTIFICATE OF OCCUPANCY SECTION 112 SERVICE UTILITIES |
| 230 | 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 |
| 232 | ICC PLAN REVIEW SERVICES |
| 233 | 2015 INTERNATIONAL BUILDING CODE® ILLUSTRATED HANDBOOK |
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