Name: SC ExistingBuildingCode 2018 PDF - PDF Standards Store
Price: 45.50 USD
Availability: InStock

This is a fully integrated code based on the 2018 IEBC. Effective date January 1, 2020

PDF Catalog

PDF Pages	PDF Title
1	2018 SOUTH CAROLINA EXISTING BUILDING CODE
2	2018 SOUTH CAROLINA EXISTING BUILDING CODE TITLE PAGE
3	COPYRIGHT
4	PREFACE
10	EFFECTIVE USE OF THE INTERNATIONAL EXISTING BUILDING CODE
16	TABLE OF CONTENTS
20	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY
21	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
22	SECTION 105 PERMITS
24	SECTION 106 CONSTRUCTION DOCUMENTS
26	SECTION 107 TEMPORARY STRUCTURES AND USES SECTION 108 FEES SECTION 109 INSPECTIONS
27	SECTION 110 CERTIFICATE OF OCCUPANCY SECTION 111 SERVICE UTILITIES
28	SECTION 112 BOARD OF APPEALS SECTION 113 VIOLATIONS SECTION 114 STOP WORK ORDER SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT
29	SECTION 116 EMERGENCY MEASURES SECTION 117 DEMOLITION
30	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
34	CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301 ADMINISTRATION SECTION 302 GENERAL PROVISIONS
35	SECTION 303 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES [BS] TABLE 303.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES SECTION 304 IN-SITU LOAD TESTS SECTION 305 ACCESSIBILITY FOR EXISTING BUILDINGS
36	[BS] TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
37	TABLE 305.8.5 RAMPS
40	CHAPTER 4 REPAIRS SECTION 401 GENERAL SECTION 402 BUILDING ELEMENTS AND MATERIALS SECTION 403 FIRE PROTECTION SECTION 404 MEANS OF EGRESS SECTION 405 STRUCTURAL
41	SECTION 406 ELECTRICAL SECTION 407 MECHANICAL SECTION 408 PLUMBING
42	CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD SECTION 501 GENERAL SECTION 502 ADDITIONS
43	SECTION 503 ALTERATIONS
45	SECTION 504 FIRE ESCAPES SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS
46	SECTION 506 CHANGE OF OCCUPANCY
47	SECTION 507 HISTORIC BUILDINGS
48	CHAPTER 6 CLASSIFICATION OF WORK 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
50	CHAPTER 7 ALTERATIONS—LEVEL 1 SECTION 701 GENERAL SECTION 702 BUILDING ELEMENTS AND MATERIALS
51	SECTION 703 FIRE PROTECTION SECTION 704 MEANS OF EGRESS SECTION 705 REROOFING
52	SECTION 706 STRUCTURAL SECTION 707 ENERGY CONSERVATION
54	CHAPTER 8 ALTERATIONS—LEVEL 2 SECTION 801 GENERAL SECTION 802 BUILDING ELEMENTS AND MATERIALS
56	SECTION 803 FIRE PROTECTION
58	SECTION 804 CARBON MONOXIDE DETECTION SECTION 805 MEANS OF EGRESS
59	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
62	SECTION 806 STRUCTURAL
63	SECTION 807 ELECTRICAL SECTION 808 MECHANICAL SECTION 809 PLUMBING SECTION 810 ENERGY CONSERVATION
64	CHAPTER 9 ALTERATIONS—LEVEL 3 SECTION 901 GENERAL SECTION 902 SPECIAL USE AND OCCUPANCY SECTION 903 BUILDING ELEMENTS AND MATERIALS
65	SECTION 904 FIRE PROTECTION SECTION 905 MEANS OF EGRESS SECTION 906 STRUCTURAL
66	SECTION 907 ENERGY CONSERVATION
68	CHAPTER 10 CHANGE OF OCCUPANCY SECTION 1001 GENERAL SECTION 1002 SPECIAL USE AND OCCUPANCY SECTION 1003 BUILDING ELEMENTS AND MATERIALS
69	SECTION 1004 FIRE PROTECTION SECTION 1005 MEANS OF EGRESS SECTION 1006 STRUCTURAL SECTION 1007 ELECTRICAL SECTION 1008 MECHANICAL
70	SECTION 1009 PLUMBING SECTION 1010 OTHER REQUIREMENTS SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION
71	TABLE 1011.4 MEANS OF EGRESS HAZARD CATEGORIES TABLE 1011.5 HEIGHTS AND AREAS HAZARD CATEGORIES
72	TABLE 1011.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
74	CHAPTER 11 ADDITIONS SECTION 1101 GENERAL SECTION 1102 HEIGHTS AND AREAS SECTION 1103 STRUCTURAL
75	SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1 SECTION 1105 CARBON MONOXIDE ALARMS IN GROUPS I-1, I-2, I-4 AND R SECTION 1106 STORM SHELTERS SECTION 1107 ENERGY CONSERVATION
76	CHAPTER 12 HISTORIC BUILDINGS SECTION 1201 GENERAL SECTION 1202 REPAIRS
77	SECTION 1203 FIRE SAFETY SECTION 1204 CHANGE OF OCCUPANCY
78	SECTION 1205 STRUCTURAL SECTION 1206 RELOCATED BUILDINGS
80	CHAPTER 13 PERFORMANCE COMPLIANCE METHODS SECTION 1301 GENERAL
81	EQUATION 13-1 EQUATION 13-2 EQUATION 13-3
82	EQUATION 13-4 TABLE 1301.6.3 COMPARTMENTATION VALUES TABLE 1301.6.4 SEPARATION VALUES
83	TABLE 1301.6.5 CORRIDOR WALL VALUES TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 13-5
84	TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES TABLE 1301.6.10 SMOKE CONTROL VALUES
85	TABLE 1301.6.11 MEANS OF EGRESS VALUESa TABLE 1301.6.12 DEAD-END VALUES
86	EQUATION 13-6 TABLE 1301.6.14 ELEVATOR CONTROL VALUES TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
87	TABLE 1301.6.16 MIXED OCCUPANCY VALUESa TABLE 1301.6.17 SPRINKLER SYSTEM VALUES TABLE 1301.6.18 STANDPIPE SYSTEM VALUES
88	TABLE 1301.6.19 INCIDENTAL USE AREA VALUES TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES TABLE 1301.6.21.1 PATIENT ABILITY VALUES
89	TABLE 1301.6.21.2 PATIENT CONCENTRATION VALUES TABLE 1301.6.21.3 ATTENDANT-TO-PATIENT RATIO VALUES TABLE 1301.8 MANDATORY SAFETY SCORESa TABLE 1301.9 EVALUATION FORMULASa
90	TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
92	CHAPTER 14 RELOCATED OR MOVED BUILDINGS SECTION 1401 GENERAL SECTION 1402 REQUIREMENTS
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 STANDPIPES SECTION 1507 AUTOMATIC SPRINKLER SYSTEM SECTION 1508 ACCESSIBILITY
97	SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
98	CHAPTER 16 REFERENCED STANDARDS ASCE/SEI ASHRAE ASME
99	ASTM 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
103	SECTION A104 SYMBOLS AND NOTATIONS
104	SECTION A105 GENERAL REQUIREMENTS SECTION A106 MATERIALS REQUIREMENTS
105	EQUATION A1-1 EQUATION A1-2
106	SECTION A107 QUALITY CONTROL
107	SECTION A108 DESIGN STRENGTHS EQUATION A1-3 EQUATION A1-4 SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-5 SECTION A111 SPECIAL PROCEDURE
108	EQUATION A1-6 EQUATION A1-7 EQUATION A1-8 EQUATION A1-9 EQUATION A1-10 EQUATION A1-11 EQUATION A1-12
109	EQUATION A1-13 EQUATION A1-14 EQUATION A1-15 EQUATION A1-16 EQUATION A1-17 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-18 EQUATION A1-19 EQUATION A1-20 EQUATION A1-21 EQUATION A1-22
110	EQUATION A1-23 SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS
111	[BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY
112	[BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS
113	[BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION
114	[BS] TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS [BS] TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp [BS] TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS [BS] TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS
115	[BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN
116	[BS] FIGURE A112.2.2 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 A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING [BS] TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATE
127	[BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
128	[BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
129	[BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS
130	[BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
131	[BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
132	[BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION
133	[BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATION
134	[BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS
135	[BS] FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS [BS] FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING
136	[BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
137	[BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
138	[BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION
139	[BS] FIGURE A304.4.2 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 REFERENCED STANDARDS ASCE/SEI ASTM ICC
146	APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES SECTION B101 QUALIFIED HISTORIC BUILDINGS AND FACILITIES SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
147	SECTION B103 DWELLING UNITS AND SLEEPING UNITS SECTION B104 REFERENCED STANDARDS
148	APPENDIX C GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS SECTION C101 GENERAL SECTION C102 DEFINITIONS
149	SECTION C103 MATERIALS OF CONSTRUCTION [BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa [BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS
150	[BS] FIGURE C103.5.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE
151	[BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY [BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
152	[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END
153	[BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP [BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
154	[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
155	[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
157	[BS] FIGURE C104.2.4(1) LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME) [BS] FIGURE C104.2.4(2) LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END)
159	[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
160	[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
161	[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
162	[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
163	[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
164	[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
165	[BS]FIGURE C104.3.4 NAIL PLATE FASTENING
166	[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES
167	[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
168	[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
170	CHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS SECTION C201 GENERAL SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS SECTION C203 REFERENCED STANDARDS
171	[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
172	RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES INTRODUCTION PURPOSE
173	1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
174	1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION
175	FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
176	FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
177	2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS 2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION
178	3.1 THE EXPERIMENTAL APPROACH 3.2 THE THE ORETICAL APPROACH HARMATHY’S TEN RULES
180	ILLUSTRATION OF HARMATHY’S RULES EXAMPLE APPLICATION OF HARMATHY’S RULES
182	3.3“ THICKNESS DESIGN” STRATEGY 3.4 EVALUATION OF DOORS
183	FIGURE 3 MODIFICATION DETAILS
184	4 SUMMARY
186	APPENDIX RESOURCE A TABLE OF CONTENTS
188	PURPOSE AND PROCEDURE
189	SECTION I – WALLS FIGURE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK TABLE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK
190	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
191	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
192	FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
193	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
194	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
195	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
196	TABLE 1.1.2—continued 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	FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
200	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
201	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
202	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
203	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
204	FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
205	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
206	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
207	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
208	TABLE 1.1.4—continued 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	FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
213	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
214	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
215	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
216	FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
217	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
218	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
219	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
220	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
221	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
222	FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
223	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
224	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
225	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
226	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
227	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
228	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
229	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
230	TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
231	TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
232	TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
233	TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
234	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
235	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
236	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
237	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
238	TABLE 1.3.2—continued 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 1.3.3 WOOD FRAME WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0″ TO LESS THAN 4″ THICK
243	TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
244	FIGURE 1.5.1 FINISH RATINGS—IN ORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—IN ORGANIC MATERIALS
245	TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
246	SECTION II COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
247	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″
248	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
249	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
250	TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
251	TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
252	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″
253	TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
254	TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
255	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″
256	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″
257	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″
258	TABLE 2.2 ROUND CAST IRON COLUMNS
259	FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
260	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″
261	TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
262	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″
263	TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
264	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″
265	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
266	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
267	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
268	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″
269	TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
270	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″
271	TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
272	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″
273	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″
274	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″
275	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″
276	SECTION III FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
277	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
278	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
279	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
280	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
281	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
282	FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
283	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
284	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
285	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
286	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
287	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
288	FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
289	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
290	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
291	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
292	FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
293	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
294	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
295	SECTION IV BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
296	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
297	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
298	TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
299	TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″
300	TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″
301	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″
302	SECTION V DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
303	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
304	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
305	BIBLIOGRAPHY
312	INDEX
316	HELPFUL TOOLS FOR YOUR EXISTING BUILDING CODE
317	ICC’S DIGITAL CODE LIBRARY
318	ICC EVALUATION SERVICE
319	ICC ASSESSMENT CENTER


PDF Format	Searchable	Printable	Preview Now

Standard Title	South Carolina Existing Building Code
Published Code	SC
Publication Date	2018
Pages Count	319

SC ExistingBuildingCode 2018

PDF Catalog

Related products