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1	2015 SOUTH CAROLINA EXISTING BUILDING CODE
2	2015 SOUTH CAROLINA EXISTING BUILDING CODE TITLE PAGE
3	COPYRIGHT
4	PREFACE
8	EFFECTIVE USE OF THE INTERNATIONAL EXISTING BUILDING CODE
12	LEGISLATION
14	TABLE OF CONTENTS
18	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY
19	SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
20	SECTION 105 PERMITS
22	SECTION 106 CONSTRUCTION DOCUMENTS
23	SECTION 107 TEMPORARY STRUCTURES AND USES SECTION 108 FEES
24	SECTION 109 INSPECTIONS
25	SECTION 110 CERTIFICATE OF OCCUPANCY SECTION 111 SERVICE UTILITIES SECTION 112 BOARD OF APPEALS
26	SECTION 113 VIOLATIONS SECTION 114 STOP WORK ORDER SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT SECTION 116 EMERGENCY MEASURES
27	SECTION 117 DEMOLITION
28	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
30	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 SOUTH CAROLINA BUILDING CODE-LEVEL SEISMIC FORCES
31	[BS] TABLE 301.1.4.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SOUTH CAROLINA BUILDING CODE-LEVEL SEISMIC FORCES SECTION 302 GENERAL PROVISIONS
32	CHAPTER 4 PRESCRIPTIVE COMPLIANCE METHOD SECTION 401 GENERAL SECTION 402 ADDITIONS
33	SECTION 403 ALTERATIONS
35	SECTION 404 REPAIRS
36	SECTION 405 FIRE ESCAPES SECTION 406 GLASS REPLACEMENT AND REPLACEMENT WINDOWS
37	SECTION 407 CHANGE OF OCCUPANCY SECTION 408 HISTORIC BUILDINGS SECTION 409 MOVED STRUCTURES SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
39	TABLE 410.8.5 RAMPS
42	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
44	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
45	SECTION 607 ELECTRICAL SECTION 608 MECHANICAL
46	SECTION 609 PLUMBING
48	CHAPTER 7 ALTERATIONS—LEVEL 1 SECTION 701 GENERAL SECTION 702 BUILDING ELEMENTS AND MATERIALS
49	SECTION 703 FIRE PROTECTION SECTION 704 MEANS OF EGRESS SECTION 705 ACCESSIBILITY TABLE 705.1.4 RAMPS
50	SECTION 706 REROOFING
51	SECTION 707 STRUCTURAL SECTION 708 ENERGY CONSERVATION
52	CHAPTER 8 ALTERATIONS—LEVEL 2 SECTION 801 GENERAL SECTION 802 SPECIAL USE AND OCCUPANCY SECTION 803 BUILDING ELEMENTS AND MATERIALS
54	SECTION 804 FIRE PROTECTION
56	SECTION 805 MEANS OF EGRESS
60	SECTION 806 ACCESSIBILITY SECTION 807 STRUCTURAL
61	SECTION 808 ELECTRICAL SECTION 809 MECHANICAL SECTION 810 PLUMBING SECTION 811 ENERGY CONSERVATION
62	CHAPTER 9 ALTERATIONS—LEVEL 3 SECTION 901 GENERAL SECTION 902 SPECIAL USE AND OCCUPANCY SECTION 903 BUILDING ELEMENTS AND MATERIALS SECTION 904 FIRE PROTECTION
63	SECTION 905 MEANS OF EGRESS SECTION 906 ACCESSIBILITY SECTION 907 STRUCTURAL
64	SECTION 908 ENERGY CONSERVATION
66	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
67	SECTION 1008 ELECTRICAL SECTION 1009 MECHANICAL
68	SECTION 1010 PLUMBING SECTION 1011 OTHER REQUIREMENTS SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION
69	TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES
70	TABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
72	CHAPTER 11 ADDITIONS SECTION 1101 GENERAL SECTION 1102 HEIGHTS AND AREAS SECTION 1103 STRUCTURAL
73	SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1 SECTION 1105 ACCESSIBILITY
74	SECTION 1106 ENERGY CONSERVATION
76	CHAPTER 12 HISTORIC BUILDINGS SECTION 1201 GENERAL SECTION 1202 REPAIRS SECTION 1203 FIRE SAFETY
77	SECTION 1204 ALTERATIONS SECTION 1205 CHANGE OF OCCUPANCY
78	SECTION 1206 STRUCTURAL
80	CHAPTER 13 RELOCATED OR MOVED BUILDINGS SECTION 1301 GENERAL SECTION 1302 REQUIREMENTS
82	CHAPTER 14 PERFORMANCE COMPLIANCE METHODS SECTION 1401 GENERAL
83	EQUATION 14-1 EQUATION 14-2 EQUATION 14-3
84	EQUATION 14-4 TABLE 1401.6.3 COMPARTMENTATION VALUES TABLE 1401.6.4 SEPARATION VALUES
85	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
86	TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
87	TABLE 1401.6.10 SMOKE CONTROL VALUES TABLE 1401.6.11 MEANS OF EGRESS VALUESa
88	TABLE 1401.6.12 DEAD-END VALUES EQUATION 14-6 TABLE 1401.6.14 ELEVATOR CONTROL VALUES
89	TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES TABLE 1401.6.16 MIXED OCCUPANCY VALUESa TABLE 1401.6.17 SPRINKLER SYSTEM VALUES
90	TABLE 1401.6.18 STANDPIPE SYSTEM VALUES TABLE 1401.6.19 INCIDENTAL USE AREA VALUES TABLE 1401.6.20 SMOKE COMPARTMENTATION VALUES
91	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 1401.8 MANDATORY SAFETY SCORESa TABLE 1401.9 EVALUATION FORMULASa
92	TABLE 1401.7 SUMMARY SHEET-BUILDING CODE
94	CHAPTER 15 CONSTRUCTION SAFEGUARDS SECTION 1501 GENERAL [BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS
95	SECTION 1502 PROTECTION OF ADJOINING PROPERTY SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
96	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
98	CHAPTER 16 REFERENCED STANDARDS ASCE/SEI ASHRAE ASME ASTM
99	ICC
100	NFPA UL
102	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
103	SECTION A105 GENERAL REQUIREMENTS
104	SECTION A106 MATERIALS REQUIREMENTS
105	EQUATION A1-1 EQUATION A1-2 EQUATION A1-3
106	SECTION A107 QUALITY CONTROL
107	SECTION A108 DESIGN STRENGTHS EQUATION A1-4 EQUATION A1-5 EQUATION A1-6
108	SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-7 SECTION A111 SPECIAL PROCEDURE EQUATION A1-8
109	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
110	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
112	[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 SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
113	[BS] TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS
114	[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
115	[BS] FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
116	[BS] FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
118	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
119	SECTION A206 ANALYSIS AND DESIGN
120	SECTION A207 MATERIALS OF CONSTRUCTION
122	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
123	SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS
126	[BS] TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING [BS] TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa
127	[BS] FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
128	[BS] FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION
129	[BS] FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
130	[BS] FIGURE A3-4A ALTERNATE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS
131	[BS] FIGURE A3-4 B 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
132	[BS] FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
133	[BS] FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
134	[BS] FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
135	[BS] FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
136	[BS] FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
137	[BS] FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
138	[BS] FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
139	[BS] FIGURE A3-10—FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
140	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
142	SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY SECTION A405 MATERIALS OF CONSTRUCTION
143	SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS SECTION A407 QUALITY CONTROL
144	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
145	SECTION A506 TIER 2 ANALYSIS PROCEDURE
146	EQUATION A5-1 SECTION A507 TIER 3 ANALYSIS PROCEDURE
148	CHAPTER A6 REFERENCED STANDARDS ASCE/SEI ASTM ICC
150	APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES SECTION B101 QUALIFIED HISTORICAL BUILDINGS AND FACILITIES SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
151	SECTION B103 DWELLING UNITS AND SLEEPING UNITS SECTION B104 REFERENCED STANDARDS
152	APPENDIX C GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDNGS CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS SECTION C101 GENERAL SECTION C102 DEFINITIONS SECTION C103 MATERIALS OF CONSTRUCTION
153	[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS [BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
154	[BS] FIGURE C103.6.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
155	[BS] FIGURE C104.1.1 BASIC GABLE END RETROFIT METHODOLOGY [BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
156	[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
157	[BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP [BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
158	[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
159	[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
161	[BS] FIGURE C104.2.4(2) LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END)
163	[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
164	[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
165	[BS] FIGURE C104.2.8 (1) SPLICED HORIZONTAL BRACES
166	[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
167	[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
168	[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
169	[BS] FIGURE C104.3.4 NAIL PLATE FASTENING
170	[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
171	[BS] TABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD [BS] TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD
172	[BS] TABLE C104.5.1 SPACING OF GUSSET ANGLES [BS] TABLE C104.5.2 SPACING OF LAG OR MASONRY SCREWS USED TO CONNECT SILL PLATE OF GABLE END WALL TO TOP OF THE WALL BELOW
174	CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS SECTION C201 GENERAL SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
175	[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
176	RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION PURPOSE
177	1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
178	1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION
179	FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
180	FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
181	2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS 2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION
182	3.1 THE EXPERIMENTAL APPROACH 3.2 THE THEORETICAL APPROACH HARMATHY’S TEN RULES
184	ILLUSTRATION OF HARMATHY’S RULES EXAMPLE APPLICATION OF HARMATHY’S RULES
186	3.3 “THICKNESS DESIGN” STRATEGY 3.4 EVALUATION OF DOORS
187	FIGURE 3 MODIFICATION DETAILS
188	4 SUMMARY
190	APPENDIX INTRODUCTION RESOURCE A TABLE OF CONTENTS
192	PURPOSE AND PROCEDURE
193	SECTION I – WALLS FIGURE 1.1.1 MASONRY WALL 0″ TO LESS THAN 4″ THICK TABLE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK
194	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
195	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
196	FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
197	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
198	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
199	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
200	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
201	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
202	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
203	FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
204	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
205	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
206	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
207	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
208	FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
209	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
210	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
211	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
212	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
213	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
214	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
215	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
216	FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
217	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
218	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
219	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
220	FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
221	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
222	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
223	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
224	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
225	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
226	FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
227	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
228	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
229	FIGURE 1.2.1 METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK TABLE 1.2.1 METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
230	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
231	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
232	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
233	FIGURE 1.2.2 METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.2.2 METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
234	TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
235	TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
236	TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
237	TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
238	FIGURE 1.3.2 WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.3.2 WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
239	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
240	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
241	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
242	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
243	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
244	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
245	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
246	TABLE 1.3.3 WOOD FRAME WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0″ TO LESS THAN 4″ THICK
247	TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
248	FIGURE 1.5.1 FINISH RATINGS—IN ORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—IN ORGANIC MATERIALS
249	TABLE 1.5.1—continued FINISH RATINGS—IN ORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
250	SECTION II COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
251	FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
252	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
253	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
254	TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
255	TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
256	FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
257	TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18
258	TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
259	FIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″
260	TABLE 2.1.7—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
261	TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—16″ TO LESS THAN 18″ TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—20″ TO LESS THAN 22″
262	TABLE 2.2 ROUND CAST IRON COLUMNS
263	FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
264	TABLE 2.3—continued STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION TABLE 2.5.1.1 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″
265	TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
266	FIGURE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
267	TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
268	FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
269	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
270	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
271	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
272	FIGURE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
273	TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
274	FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
275	TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
276	TABLE 2.5.1.7 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″ TABLE 2.5.2.1 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
277	TABLE 2.5.2.2 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ TABLE 2.5.2.3 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
278	TABLE 2.5.3.1 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ TABLE 2.5.3.2 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
279	TABLE 2.5.4.2 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.4.3 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.4.4 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
280	SECTION III FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
281	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
282	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
283	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
284	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
285	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
286	FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
287	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
288	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
289	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
290	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
291	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
292	FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
293	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
294	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
295	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
296	FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
297	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
298	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
299	SECTION IV BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
300	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
301	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12
302	TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
303	TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
304	TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
305	TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10″ TO LESS THAN 12″ TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″
306	SECTION V DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
307	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
308	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
309	BIBLIOGRAPHY
316	INDEX

Published By	Publication Date	Number of Pages
SC	2015	321


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Standard Title	South Carolina Existing Building Code
Published Code	SC
Publication Date	2015
Pages Count	321