{"id":176152,"date":"2024-10-19T10:55:29","date_gmt":"2024-10-19T10:55:29","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-floridaexistingbuildingcode-2017\/"},"modified":"2024-10-25T03:09:14","modified_gmt":"2024-10-25T03:09:14","slug":"fl-floridaexistingbuildingcode-2017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-floridaexistingbuildingcode-2017\/","title":{"rendered":"FL FloridaExistingBuildingCode 2017"},"content":{"rendered":"

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<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFLORIDA BUILDING CODE – EXISTING BUILDING, SIXTH EDITION (2017) <\/td>\n<\/tr>\n
2<\/td>\nFLORIDA BUILDING CODE – EXISTING BUILDING, SIXTH EDITION (2017) TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
8<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
12<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY RESERVED
PART 2\u2014ADMINISTRATION 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 <\/td>\n<\/tr>\n
13<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
14<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
16<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
17<\/td>\n[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 <\/td>\n<\/tr>\n
20<\/td>\nCHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 401 GENERAL
SECTION 402 ADDITIONS <\/td>\n<\/tr>\n
21<\/td>\nSECTION 403 ALTERATIONS <\/td>\n<\/tr>\n
23<\/td>\nSECTION 404 REPAIRS <\/td>\n<\/tr>\n
24<\/td>\nSECTION 405 FIRE ESCAPES <\/td>\n<\/tr>\n
25<\/td>\nSECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
SECTION 407 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
26<\/td>\nSECTION 408 HISTORIC BUILDINGS
SECTION 409 MOVED STRUCTURES
SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
SECTION 411 EXISTING ROOFING
SECTION 412 ENERGY CONSERVATION <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 5 CLASSIFICATION OF WORK
SECTION 501 GENERAL
SECTION 502 REPAIRS
SECTION 503 ALTERATION\u2014LEVEL 1
SECTION 504 ALTERATION\u2014LEVEL 2
SECTION 505 ALTERATION\u2014LEVEL 3
SECTION 506 CHANGE OF OCCUPANCY
SECTION 507 ADDITIONS
SECTION 508 HISTORIC BUILDINGS
SECTION 509 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
29<\/td>\nSECTION 510 RETROFITTING <\/td>\n<\/tr>\n
30<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
31<\/td>\nSECTION 607 ELECTRICAL <\/td>\n<\/tr>\n
32<\/td>\nSECTION 608 MECHANICAL
SECTION 609 PLUMBING <\/td>\n<\/tr>\n
34<\/td>\nCHAPTER 7 ALTERATIONS\u2014LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
35<\/td>\nSECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 ACCESSIBILITY
SECTION 706 EXISTING ROOFING <\/td>\n<\/tr>\n
37<\/td>\nTABLE 706.7.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING <\/td>\n<\/tr>\n
38<\/td>\nTABLE 706.8.1 REQUIRED UPLIFT CAPACITIES FOR ROOF-TO-WALL CONNECTIONSa, b (POUNDS PER LINEAR FOOT) <\/td>\n<\/tr>\n
40<\/td>\nSECTION 707 STRUCTURAL <\/td>\n<\/tr>\n
41<\/td>\nSECTION 708 ENERGY CONSERVATION <\/td>\n<\/tr>\n
42<\/td>\nCHAPTER 8 ALTERATIONS\u2014LEVEL 2
SECTION 801 GENERAL
SECTION 802 SPECIAL USE AND OCCUPANCY
SECTION 803 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
44<\/td>\nSECTION 804 FIRE PROTECTION <\/td>\n<\/tr>\n
46<\/td>\nSECTION 805 MEANS OF EGRESS <\/td>\n<\/tr>\n
50<\/td>\nSECTION 806 ACCESSIBILITY
SECTION 807 STRUCTURAL <\/td>\n<\/tr>\n
51<\/td>\nSECTION 808 ELECTRICAL
SECTION 809 MECHANICAL
SECTION 810 PLUMBING
SECTION 811 ENERGY CONSERVATION <\/td>\n<\/tr>\n
52<\/td>\nCHAPTER 9 ALTERATIONS\u2014LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS
SECTION 904 FIRE PROTECTION <\/td>\n<\/tr>\n
53<\/td>\nSECTION 905 MEANS OF EGRESS
SECTION 906 ACCESSIBILITY
SECTION 907 STRUCTURAL <\/td>\n<\/tr>\n
54<\/td>\nSECTION 908 ENERGY CONSERVATION
SECTION 909 PLUMBING <\/td>\n<\/tr>\n
56<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
57<\/td>\nSECTION 1008 ELECTRICAL
SECTION 1009 MECHANICAL <\/td>\n<\/tr>\n
58<\/td>\nSECTION 1010 PLUMBING
SECTION 1011 OTHER REQUIREMENTS
SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
59<\/td>\nTABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES <\/td>\n<\/tr>\n
60<\/td>\nTABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
61<\/td>\nSECTION 1013 ENERGY CONSERVATION <\/td>\n<\/tr>\n
62<\/td>\nCHAPTER 11 ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL <\/td>\n<\/tr>\n
63<\/td>\nSECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1
SECTION 1105 ACCESSIBILITY
SECTION 1106 ENERGY CONSERVATION <\/td>\n<\/tr>\n
64<\/td>\nSECTION 1107 PLUMBING <\/td>\n<\/tr>\n
66<\/td>\nCHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS <\/td>\n<\/tr>\n
67<\/td>\nSECTION 1203 STANDARDS AND GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS
SECTION 1204 EQUIVALENCY
SECTION 1205 COMPLIANCE
SECTION 1206 INVESTIGATION AND EVALUATION <\/td>\n<\/tr>\n
68<\/td>\nSECTION 1207 HISTORIC CUBAN TILE <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 13 RELOCATED OR MOVED BUILDINGS
SECTION 1301 GENERAL
SECTION 1302 REQUIREMENTS <\/td>\n<\/tr>\n
72<\/td>\nCHAPTER 14 PERFORMANCE COMPLIANCE METHODS
SECTION 1401 GENERAL <\/td>\n<\/tr>\n
73<\/td>\nEQUATION 14-1
EQUATION 14-2
EQUATION 14-3 <\/td>\n<\/tr>\n
74<\/td>\nEQUATION 14-4
TABLE 1401.6.3 COMPARTMENTATION VALUES
TABLE 1401.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
75<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
76<\/td>\nTABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1401.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
77<\/td>\nTABLE 1401.6.11 MEANS OF EGRESS VALUESa
TABLE 1401.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
78<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
79<\/td>\nTABLE 1401.6.17 SPRINKLER SYSTEM VALUES
TABLE 1401.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
80<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
81<\/td>\nTABLE 1401.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES
TABLE 1401.8 MANDATORY SAFETY SCORESa
TABLE 1401.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
82<\/td>\nTABLE 1401.7 SUMMARY SHEET-BUILDING CODE <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 15 CONSTRUCTION SAFEGUARDS
SECTION 1501 GENERAL
[BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
85<\/td>\nSECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 1504 FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
86<\/td>\nSECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPE SYSTEMS
SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY
SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
88<\/td>\nCHAPTER 16 REFERENCED STANDARDS
ASCE\/SEI
ASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
89<\/td>\nFlorida Codes
NFPA <\/td>\n<\/tr>\n
90<\/td>\nUL <\/td>\n<\/tr>\n
92<\/td>\nCHAPTER 17 RETROFITTING
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS <\/td>\n<\/tr>\n
93<\/td>\nSECTION 1703 MATERIALS
TABLE 1703.3 MATERIAL SPECIFICATIONS FOR RETROFITS
TABLE 1703.5 NAIL AND SCREW REQUIREMENTS <\/td>\n<\/tr>\n
94<\/td>\nSECTION 1704 GENERAL REQUIREMENTS AND MEANS OF RETROFIT
FIGURE 1704.1 GENERAL MEANS OF GABLE END RETROFIT <\/td>\n<\/tr>\n
95<\/td>\nTABLE 1704.1 RETROFIT CONFIGURATION AS A FUNCTION OF EXPOSURE CATEGORY, DESIGN WIND SPEED, AND STUD HEIGHT <\/td>\n<\/tr>\n
96<\/td>\nSECTION 1705 ADDED STUDS
SECTION 1706 RETROFIT STUDS <\/td>\n<\/tr>\n
97<\/td>\nFIGURE 1706.3 PLACEMENT OF RETROFIT STUDS <\/td>\n<\/tr>\n
98<\/td>\nFIGURE 1706.4.2 NAIL PLATE FASTENING <\/td>\n<\/tr>\n
100<\/td>\nFIGURE 1707.1(1) TRUSS GABLE END WALL WITH L-BENT STRAPS <\/td>\n<\/tr>\n
101<\/td>\nFIGURE 1707.1(2) CONVENTIONALLY FRAME GABLE END WALL WITH L-BENT STRAPS <\/td>\n<\/tr>\n
102<\/td>\nFIGURE 1707.1(3) TRUSS GABLE END WALL WITH U-BENT STRAPS <\/td>\n<\/tr>\n
103<\/td>\nFIGURE 1707.1(4) CONVENTIONALLY FRAME GABLE END WALL WITH U-BENT STRAPS <\/td>\n<\/tr>\n
104<\/td>\nSECTION 1707 LATERAL BRACES <\/td>\n<\/tr>\n
105<\/td>\nFIGURE 1707.4.1 OMITTED LATERAL BRACE <\/td>\n<\/tr>\n
106<\/td>\nFIGURE 1707.4.2 INTERRUPTED LATERAL BRACES <\/td>\n<\/tr>\n
108<\/td>\nFIGURE 1708.1.1(1) L-BENT STRAP METHOD FOR CONFIGURATIONS A, B, AND C <\/td>\n<\/tr>\n
109<\/td>\nSECTION 1708 ATTACHMENT OF LATERAL BRACES TO RETROFIT STUDS
FIGURE 1708.1.1(2) L-BENT STRAP METHOD FOR CONFIGURATION D <\/td>\n<\/tr>\n
110<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
111<\/td>\nSECTION 1709 CONNECTIONS TO WALL BELOW <\/td>\n<\/tr>\n
114<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
115<\/td>\nSECTION A105 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
116<\/td>\nSECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
117<\/td>\nEQUATION A1-1
EQUATION A1-2
EQUATION A1-3 <\/td>\n<\/tr>\n
118<\/td>\nSECTION A107 QUALITY CONTROL <\/td>\n<\/tr>\n
119<\/td>\nSECTION A108 DESIGN STRENGTHS
EQUATION A1-4
EQUATION A1-5
EQUATION A1-6 <\/td>\n<\/tr>\n
120<\/td>\nSECTION A109 ANALYSIS AND DESIGN PROCEDURE
SECTION A110 GENERAL PROCEDURE
EQUATION A1-7
SECTION A111 SPECIAL PROCEDURE
EQUATION A1-8 <\/td>\n<\/tr>\n
121<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
122<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
124<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
125<\/td>\n[BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
126<\/td>\n[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 <\/td>\n<\/tr>\n
127<\/td>\n[BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
128<\/td>\n[BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
130<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
131<\/td>\nSECTION A206 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
132<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
134<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
135<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
138<\/td>\n[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 <\/td>\n<\/tr>\n
139<\/td>\n[BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
140<\/td>\n[BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION <\/td>\n<\/tr>\n
141<\/td>\n[BS] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION <\/td>\n<\/tr>\n
142<\/td>\n[BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION\u2014WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS <\/td>\n<\/tr>\n
143<\/td>\n[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\u2014ALTERNATE CONNECTION FOR BATTERED FOOTING <\/td>\n<\/tr>\n
144<\/td>\n[BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
145<\/td>\n[BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
146<\/td>\n[BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
147<\/td>\n[BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
148<\/td>\n[BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
149<\/td>\n[BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
150<\/td>\n[BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
151<\/td>\n[BS] FIGURE A3-10 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
152<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
154<\/td>\nSECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
155<\/td>\nSECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL <\/td>\n<\/tr>\n
156<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
157<\/td>\nSECTION A506 TIER 2 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
158<\/td>\nEQUATION A5-1
SECTION A507 TIER 3 ANALYSIS PROCEDURE <\/td>\n<\/tr>\n
160<\/td>\nCHAPTER A6 REFERENCED STANDARDS
ASCE\/SEI
ASTM
ICC <\/td>\n<\/tr>\n
162<\/td>\nAPPENDIX B STANDARD FOR REHABILITATION
THE SECRETARY OF THE INTERIOR\u2019S STANDARDS FOR REHABILITATION AND GUIDELINES FOR REHABILITATING HISTORIC BUILDINGS
INTRODUCTION <\/td>\n<\/tr>\n
163<\/td>\nTHE SECRETARY OF THE INTERIOR\u2019S STANDARDS FOR REHABILITATION <\/td>\n<\/tr>\n
164<\/td>\nGUIDELINES FOR REHABILITATING HISTORIC BUILDINGS <\/td>\n<\/tr>\n
167<\/td>\nBUILDING EXTERIOR <\/td>\n<\/tr>\n
174<\/td>\nROOFS <\/td>\n<\/tr>\n
176<\/td>\nWINDOWS <\/td>\n<\/tr>\n
178<\/td>\nENTRANCES AND PROCHES <\/td>\n<\/tr>\n
180<\/td>\nSTOREFRONTS <\/td>\n<\/tr>\n
182<\/td>\nBUILDING INTERIOR <\/td>\n<\/tr>\n
188<\/td>\nMECHANICAL SYSTEMS: HEATING, AIR CONDITIONING, ELECTRICAL, AND PLUMBING <\/td>\n<\/tr>\n
190<\/td>\nBUILDING SITE <\/td>\n<\/tr>\n
193<\/td>\nDISTRICT\/NEIGHBORHOOD <\/td>\n<\/tr>\n
195<\/td>\nHEALTH AND SAFETY CODE REQUIREMENTS <\/td>\n<\/tr>\n
196<\/td>\nENERGY RETROFITTING <\/td>\n<\/tr>\n
198<\/td>\nNEW ADDITIONS TO HISTORIC BUILDINGS <\/td>\n<\/tr>\n
200<\/td>\nAPPENDIX C <\/td>\n<\/tr>\n
202<\/td>\nRESOURCE A GUIDELINES ON FIRE RATING OF ARCHAIC MATERIALS AND ASSEMBLIES RESERVED <\/td>\n<\/tr>\n
204<\/td>\nINDEX <\/td>\n<\/tr>\n
210<\/td>\nFLORIDA BUILDING CODE – BUILDING CHAPTER 1, SIXTH EDITION (2017) <\/td>\n<\/tr>\n
212<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
215<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
SECTION 105 PERMITS <\/td>\n<\/tr>\n
221<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
225<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES <\/td>\n<\/tr>\n
226<\/td>\nSECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
229<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY
SECTION 112 SERVICE UTILITIES <\/td>\n<\/tr>\n
230<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
232<\/td>\nICC PLAN REVIEW SERVICES <\/td>\n<\/tr>\n
233<\/td>\n2015 INTERNATIONAL BUILDING CODE\u00ae ILLUSTRATED HANDBOOK <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code – Existing Building, Sixth Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2017<\/td>\n233<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":176154,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-176152","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\/176152","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\/176154"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=176152"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=176152"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=176152"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}