{"id":202438,"date":"2024-10-19T12:56:48","date_gmt":"2024-10-19T12:56:48","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/sc-existingbuildingcode-2018\/"},"modified":"2024-10-25T05:34:48","modified_gmt":"2024-10-25T05:34:48","slug":"sc-existingbuildingcode-2018","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/sc\/sc-existingbuildingcode-2018\/","title":{"rendered":"SC ExistingBuildingCode 2018"},"content":{"rendered":"

This is a fully integrated code based on the 2018 IEBC. Effective date January 1, 2020<\/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\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>\n2018 SOUTH CAROLINA EXISTING BUILDING CODE <\/td>\n<\/tr>\n
2<\/td>\n2018 SOUTH CAROLINA EXISTING BUILDING CODE TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
10<\/td>\nEFFECTIVE USE OF THE INTERNATIONAL EXISTING BUILDING CODE <\/td>\n<\/tr>\n
16<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
20<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
21<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL <\/td>\n<\/tr>\n
22<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
24<\/td>\nSECTION 106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
26<\/td>\nSECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES
SECTION 109 INSPECTIONS <\/td>\n<\/tr>\n
27<\/td>\nSECTION 110 CERTIFICATE OF OCCUPANCY
SECTION 111 SERVICE UTILITIES <\/td>\n<\/tr>\n
28<\/td>\nSECTION 112 BOARD OF APPEALS
SECTION 113 VIOLATIONS
SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT <\/td>\n<\/tr>\n
29<\/td>\nSECTION 116 EMERGENCY MEASURES
SECTION 117 DEMOLITION <\/td>\n<\/tr>\n
30<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
34<\/td>\nCHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS
SECTION 301 ADMINISTRATION
SECTION 302 GENERAL PROVISIONS <\/td>\n<\/tr>\n
35<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
36<\/td>\n[BS] TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES <\/td>\n<\/tr>\n
37<\/td>\nTABLE 305.8.5 RAMPS <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 4 REPAIRS
SECTION 401 GENERAL
SECTION 402 BUILDING ELEMENTS AND MATERIALS
SECTION 403 FIRE PROTECTION
SECTION 404 MEANS OF EGRESS
SECTION 405 STRUCTURAL <\/td>\n<\/tr>\n
41<\/td>\nSECTION 406 ELECTRICAL
SECTION 407 MECHANICAL
SECTION 408 PLUMBING <\/td>\n<\/tr>\n
42<\/td>\nCHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD
SECTION 501 GENERAL
SECTION 502 ADDITIONS <\/td>\n<\/tr>\n
43<\/td>\nSECTION 503 ALTERATIONS <\/td>\n<\/tr>\n
45<\/td>\nSECTION 504 FIRE ESCAPES
SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS <\/td>\n<\/tr>\n
46<\/td>\nSECTION 506 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
47<\/td>\nSECTION 507 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
48<\/td>\nCHAPTER 6 CLASSIFICATION OF WORK
SECTION 601 GENERAL
SECTION 602 ALTERATION\u2014LEVEL 1
SECTION 603 ALTERATION\u2014LEVEL 2
SECTION 604 ALTERATION\u2014LEVEL 3
SECTION 605 CHANGE OF OCCUPANCY
SECTION 606 ADDITIONS
SECTION 607 HISTORIC BUILDINGS
SECTION 608 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
50<\/td>\nCHAPTER 7 ALTERATIONS\u2014LEVEL 1
SECTION 701 GENERAL
SECTION 702 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
51<\/td>\nSECTION 703 FIRE PROTECTION
SECTION 704 MEANS OF EGRESS
SECTION 705 REROOFING <\/td>\n<\/tr>\n
52<\/td>\nSECTION 706 STRUCTURAL
SECTION 707 ENERGY CONSERVATION <\/td>\n<\/tr>\n
54<\/td>\nCHAPTER 8 ALTERATIONS\u2014LEVEL 2
SECTION 801 GENERAL
SECTION 802 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
56<\/td>\nSECTION 803 FIRE PROTECTION <\/td>\n<\/tr>\n
58<\/td>\nSECTION 804 CARBON MONOXIDE DETECTION
SECTION 805 MEANS OF EGRESS <\/td>\n<\/tr>\n
59<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
62<\/td>\nSECTION 806 STRUCTURAL <\/td>\n<\/tr>\n
63<\/td>\nSECTION 807 ELECTRICAL
SECTION 808 MECHANICAL
SECTION 809 PLUMBING
SECTION 810 ENERGY CONSERVATION <\/td>\n<\/tr>\n
64<\/td>\nCHAPTER 9 ALTERATIONS\u2014LEVEL 3
SECTION 901 GENERAL
SECTION 902 SPECIAL USE AND OCCUPANCY
SECTION 903 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
65<\/td>\nSECTION 904 FIRE PROTECTION
SECTION 905 MEANS OF EGRESS
SECTION 906 STRUCTURAL <\/td>\n<\/tr>\n
66<\/td>\nSECTION 907 ENERGY CONSERVATION <\/td>\n<\/tr>\n
68<\/td>\nCHAPTER 10 CHANGE OF OCCUPANCY
SECTION 1001 GENERAL
SECTION 1002 SPECIAL USE AND OCCUPANCY
SECTION 1003 BUILDING ELEMENTS AND MATERIALS <\/td>\n<\/tr>\n
69<\/td>\nSECTION 1004 FIRE PROTECTION
SECTION 1005 MEANS OF EGRESS
SECTION 1006 STRUCTURAL
SECTION 1007 ELECTRICAL
SECTION 1008 MECHANICAL <\/td>\n<\/tr>\n
70<\/td>\nSECTION 1009 PLUMBING
SECTION 1010 OTHER REQUIREMENTS
SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
71<\/td>\nTABLE 1011.4 MEANS OF EGRESS HAZARD CATEGORIES
TABLE 1011.5 HEIGHTS AND AREAS HAZARD CATEGORIES <\/td>\n<\/tr>\n
72<\/td>\nTABLE 1011.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES <\/td>\n<\/tr>\n
74<\/td>\nCHAPTER 11 ADDITIONS
SECTION 1101 GENERAL
SECTION 1102 HEIGHTS AND AREAS
SECTION 1103 STRUCTURAL <\/td>\n<\/tr>\n
75<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
76<\/td>\nCHAPTER 12 HISTORIC BUILDINGS
SECTION 1201 GENERAL
SECTION 1202 REPAIRS <\/td>\n<\/tr>\n
77<\/td>\nSECTION 1203 FIRE SAFETY
SECTION 1204 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
78<\/td>\nSECTION 1205 STRUCTURAL
SECTION 1206 RELOCATED BUILDINGS <\/td>\n<\/tr>\n
80<\/td>\nCHAPTER 13 PERFORMANCE COMPLIANCE METHODS
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
81<\/td>\nEQUATION 13-1
EQUATION 13-2
EQUATION 13-3 <\/td>\n<\/tr>\n
82<\/td>\nEQUATION 13-4
TABLE 1301.6.3 COMPARTMENTATION VALUES
TABLE 1301.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
83<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
84<\/td>\nTABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
TABLE 1301.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
85<\/td>\nTABLE 1301.6.11 MEANS OF EGRESS VALUESa
TABLE 1301.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
86<\/td>\nEQUATION 13-6
TABLE 1301.6.14 ELEVATOR CONTROL VALUES
TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
87<\/td>\nTABLE 1301.6.16 MIXED OCCUPANCY VALUESa
TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
TABLE 1301.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
88<\/td>\nTABLE 1301.6.19 INCIDENTAL USE AREA VALUES
TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES
TABLE 1301.6.21.1 PATIENT ABILITY VALUES <\/td>\n<\/tr>\n
89<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
90<\/td>\nTABLE 1301.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
92<\/td>\nCHAPTER 14 RELOCATED OR MOVED BUILDINGS
SECTION 1401 GENERAL
SECTION 1402 REQUIREMENTS <\/td>\n<\/tr>\n
94<\/td>\nCHAPTER 15 CONSTRUCTION SAFEGUARDS
SECTION 1501 GENERAL
[BS] TABLE 1501.6 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
95<\/td>\nSECTION 1502 PROTECTION OF ADJOINING PROPERTY
SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
96<\/td>\nSECTION 1504 FIRE EXTINGUISHERS
SECTION 1505 MEANS OF EGRESS
SECTION 1506 STANDPIPES
SECTION 1507 AUTOMATIC SPRINKLER SYSTEM
SECTION 1508 ACCESSIBILITY <\/td>\n<\/tr>\n
97<\/td>\nSECTION 1509 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
98<\/td>\nCHAPTER 16 REFERENCED STANDARDS
ASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
99<\/td>\nASTM
ICC <\/td>\n<\/tr>\n
100<\/td>\nNFPA
UL <\/td>\n<\/tr>\n
102<\/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 <\/td>\n<\/tr>\n
103<\/td>\nSECTION A104 SYMBOLS AND NOTATIONS <\/td>\n<\/tr>\n
104<\/td>\nSECTION A105 GENERAL REQUIREMENTS
SECTION A106 MATERIALS REQUIREMENTS <\/td>\n<\/tr>\n
105<\/td>\nEQUATION A1-1
EQUATION A1-2 <\/td>\n<\/tr>\n
106<\/td>\nSECTION A107 QUALITY CONTROL <\/td>\n<\/tr>\n
107<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
108<\/td>\nEQUATION A1-6
EQUATION A1-7
EQUATION A1-8
EQUATION A1-9
EQUATION A1-10
EQUATION A1-11
EQUATION A1-12 <\/td>\n<\/tr>\n
109<\/td>\nEQUATION 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 <\/td>\n<\/tr>\n
110<\/td>\nEQUATION A1-23
SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
111<\/td>\n[BS] TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER
SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY <\/td>\n<\/tr>\n
112<\/td>\n[BS] TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS <\/td>\n<\/tr>\n
113<\/td>\n[BS] TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION <\/td>\n<\/tr>\n
114<\/td>\n[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 <\/td>\n<\/tr>\n
115<\/td>\n[BS] FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN <\/td>\n<\/tr>\n
116<\/td>\n[BS] FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES <\/td>\n<\/tr>\n
118<\/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
119<\/td>\nSECTION A206 ANALYSIS AND DESIGN <\/td>\n<\/tr>\n
120<\/td>\nSECTION A207 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
122<\/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
123<\/td>\nSECTION A303 STRUCTURAL WEAKNESSES
SECTION A304 STRENGTHENING REQUIREMENTS <\/td>\n<\/tr>\n
126<\/td>\n[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 <\/td>\n<\/tr>\n
127<\/td>\n[BS] FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
128<\/td>\n[BS] FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS) <\/td>\n<\/tr>\n
129<\/td>\n[BS] FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS <\/td>\n<\/tr>\n
130<\/td>\n[BS] FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION <\/td>\n<\/tr>\n
131<\/td>\n[BS] FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM <\/td>\n<\/tr>\n
132<\/td>\n[BS] FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION <\/td>\n<\/tr>\n
133<\/td>\n[BS] FIGURE A304.3.1(1) SILL PLATE BOLTING TO EXISTING FOUNDATION <\/td>\n<\/tr>\n
134<\/td>\n[BS] FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION\u2014WITHOUT CRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONS <\/td>\n<\/tr>\n
135<\/td>\n[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\u2014ALTERNATIVE CONNECTION FOR BATTERED FOOTING <\/td>\n<\/tr>\n
136<\/td>\n[BS] FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
137<\/td>\n[BS] FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS <\/td>\n<\/tr>\n
138<\/td>\n[BS] FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION <\/td>\n<\/tr>\n
139<\/td>\n[BS] FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT <\/td>\n<\/tr>\n
140<\/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
142<\/td>\nSECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
SECTION A405 MATERIALS OF CONSTRUCTION <\/td>\n<\/tr>\n
143<\/td>\nSECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS
SECTION A407 QUALITY CONTROL <\/td>\n<\/tr>\n
144<\/td>\nCHAPTER A5 REFERENCED STANDARDS
ASCE\/SEI
ASTM
ICC <\/td>\n<\/tr>\n
146<\/td>\nAPPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES
SECTION B101 QUALIFIED HISTORIC BUILDINGS AND FACILITIES
SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
147<\/td>\nSECTION B103 DWELLING UNITS AND SLEEPING UNITS
SECTION B104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
148<\/td>\nAPPENDIX C GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS
CHAPTER C1 GABLE END RETROFIT FOR HIGH-WIND AREAS
SECTION C101 GENERAL
SECTION C102 DEFINITIONS <\/td>\n<\/tr>\n
149<\/td>\nSECTION C103 MATERIALS OF CONSTRUCTION
[BS] TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITSa
[BS] TABLE C103.5 NAIL AND SCREW REQUIREMENTS <\/td>\n<\/tr>\n
150<\/td>\n[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 <\/td>\n<\/tr>\n
151<\/td>\n[BS] FIGURE C104.1 BASIC GABLE END RETROFIT METHODOLOGY
[BS] TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED <\/td>\n<\/tr>\n
152<\/td>\n[BS] FIGURE C104.2(1) TRUSS FRAMED GABLE END <\/td>\n<\/tr>\n
153<\/td>\n[BS] FIGURE C104.2(2) CONVENTIONALLY FRAMED GABLE END L-BENT STRAP
[BS] FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
154<\/td>\n[BS] FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP <\/td>\n<\/tr>\n
155<\/td>\n[BS] FIGURE C104.2.3 OMITTED HORIZONTAL BRACE <\/td>\n<\/tr>\n
157<\/td>\n[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) <\/td>\n<\/tr>\n
159<\/td>\n[BS] FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION <\/td>\n<\/tr>\n
160<\/td>\n[BS] FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION <\/td>\n<\/tr>\n
161<\/td>\n[BS] FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
162<\/td>\n[BS] FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
163<\/td>\n[BS] FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES <\/td>\n<\/tr>\n
164<\/td>\n[BS] FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS <\/td>\n<\/tr>\n
165<\/td>\n[BS]FIGURE C104.3.4 NAIL PLATE FASTENING <\/td>\n<\/tr>\n
166<\/td>\n[BS] FIGURE C104.3.8 RETROFIT STUD SPLICES <\/td>\n<\/tr>\n
167<\/td>\n[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 <\/td>\n<\/tr>\n
168<\/td>\n[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 <\/td>\n<\/tr>\n
170<\/td>\nCHAPTER C2 ROOF DECK FASTENING FOR HIGH-WIND AREAS
SECTION C201 GENERAL
SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS
SECTION C203 REFERENCED STANDARDS <\/td>\n<\/tr>\n
171<\/td>\n[BS] TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING <\/td>\n<\/tr>\n
172<\/td>\nRESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
INTRODUCTION
PURPOSE <\/td>\n<\/tr>\n
173<\/td>\n1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
1.1 FIRE PERFORMANCE MEASURES
TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER <\/td>\n<\/tr>\n
174<\/td>\n1.2 COMBUSTIBLE CONSTRUCTION TYPES
2 BUILDING EVALUATION
2.1 PRELIMINARY EVALUATION <\/td>\n<\/tr>\n
175<\/td>\nFIGURE 1 PRELIMINARY EVALUATION FIELD NOTES <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 2 PRELIMINARY EVALUATION WORKSHEET <\/td>\n<\/tr>\n
177<\/td>\n2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS
2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES
3 FINAL EVALUATION AND DESIGN SOLUTION <\/td>\n<\/tr>\n
178<\/td>\n3.1 THE EXPERIMENTAL APPROACH
3.2 THE THE ORETICAL APPROACH
HARMATHY’S TEN RULES <\/td>\n<\/tr>\n
180<\/td>\nILLUSTRATION OF HARMATHY\u2019S RULES
EXAMPLE APPLICATION OF HARMATHY\u2019S RULES <\/td>\n<\/tr>\n
182<\/td>\n3.3\u201c THICKNESS DESIGN\u201d STRATEGY
3.4 EVALUATION OF DOORS <\/td>\n<\/tr>\n
183<\/td>\nFIGURE 3 MODIFICATION DETAILS <\/td>\n<\/tr>\n
184<\/td>\n4 SUMMARY <\/td>\n<\/tr>\n
186<\/td>\nAPPENDIX
RESOURCE A TABLE OF CONTENTS <\/td>\n<\/tr>\n
188<\/td>\nPURPOSE AND PROCEDURE <\/td>\n<\/tr>\n
189<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
190<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
191<\/td>\nTABLE 1.1.1\u2014continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
192<\/td>\nFIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK
TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
193<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
194<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
195<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
196<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
197<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
198<\/td>\nTABLE 1.1.2\u2014continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
199<\/td>\nFIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
200<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
202<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1.1.3\u2014continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
204<\/td>\nFIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
205<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
206<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
207<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
208<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
209<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
210<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
211<\/td>\nTABLE 1.1.4\u2014continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
212<\/td>\nFIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
213<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
214<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
215<\/td>\nTABLE 1.1.5\u2014continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK <\/td>\n<\/tr>\n
216<\/td>\nFIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
217<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
218<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
219<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
220<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
221<\/td>\nTABLE 1.1.6\u2014continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK <\/td>\n<\/tr>\n
222<\/td>\nFIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
223<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
224<\/td>\nTABLE 1.1.7\u2014continued MASONRY WALLS 14″ OR MORE THICK <\/td>\n<\/tr>\n
225<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
226<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
227<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
228<\/td>\nTABLE 1.2.1\u2014continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
229<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
230<\/td>\nTABLE 1.2.2\u2014continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
231<\/td>\nTABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
232<\/td>\nTABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK <\/td>\n<\/tr>\n
233<\/td>\nTABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK <\/td>\n<\/tr>\n
234<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
235<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
236<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
237<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
238<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
239<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
240<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
241<\/td>\nTABLE 1.3.2\u2014continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
242<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
243<\/td>\nTABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK <\/td>\n<\/tr>\n
244<\/td>\nFIGURE 1.5.1 FINISH RATINGS\u2014IN ORGANIC MATERIALS
TABLE 1.5.1 FINISH RATINGS\u2014IN ORGANIC MATERIALS <\/td>\n<\/tr>\n
245<\/td>\nTABLE 1.5.1\u2014continued FINISH RATINGS\u2014INORGANIC MATERIALS
TABLE 1.5.2 FINISH RATINGS\u2014ORGANIC MATERIALS <\/td>\n<\/tr>\n
246<\/td>\nSECTION II COLUMNS
TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″ <\/td>\n<\/tr>\n
247<\/td>\nFIGURE 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″ <\/td>\n<\/tr>\n
248<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
249<\/td>\nTABLE 2.1.2\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
250<\/td>\nTABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
251<\/td>\nTABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
252<\/td>\nFIGURE 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″ <\/td>\n<\/tr>\n
253<\/td>\nTABLE 2.1.5\u2014continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ <\/td>\n<\/tr>\n
254<\/td>\nTABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″ <\/td>\n<\/tr>\n
255<\/td>\nFIGURE 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″ <\/td>\n<\/tr>\n
256<\/td>\nTABLE 2.1.7\u2014continued 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″ <\/td>\n<\/tr>\n
257<\/td>\nTABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201416″ TO LESS THAN 18″
TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER\u201420″ TO LESS THAN 22″ <\/td>\n<\/tr>\n
258<\/td>\nTABLE 2.2 ROUND CAST IRON COLUMNS <\/td>\n<\/tr>\n
259<\/td>\nFIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS
TABLE 2.3 STEEL COLUMNS\u2014GYPSUM ENCASEMENTS <\/td>\n<\/tr>\n
260<\/td>\nTABLE 2.3\u2014continued STEEL COLUMNS\u2014GYPSUM ENCASEMENTS
TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION
TABLE 2.5.1.1 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6″ <\/td>\n<\/tr>\n
261<\/td>\nTABLE 2.5.1.2 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK <\/td>\n<\/tr>\n
262<\/td>\nFIGURE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.1.3 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
263<\/td>\nTABLE 2.5.1.3\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ <\/td>\n<\/tr>\n
264<\/td>\nFIGURE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.1.4 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
265<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
266<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
267<\/td>\nTABLE 2.5.1.4\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
268<\/td>\nFIGURE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
TABLE 2.5.1.5 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
269<\/td>\nTABLE 2.5.1.5\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
270<\/td>\nFIGURE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
TABLE 2.5.1.6 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
271<\/td>\nTABLE 2.5.1.6\u2014continued STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
272<\/td>\nTABLE 2.5.1.7 STEEL COLUMNS\u2014CONCRETE ENCASEMENTS MINIMUM DIMENSION 16\uf0b2 TO LESS THAN 18\uf0b2
TABLE 2.5.2.1 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
273<\/td>\nTABLE 2.5.2.2 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
TABLE 2.5.2.3 STEEL COLUMNS\u2014BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
274<\/td>\nTABLE 2.5.3.1 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
TABLE 2.5.3.2 STEEL COLUMNS\u2014PLASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.1 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ <\/td>\n<\/tr>\n
275<\/td>\nTABLE 2.5.4.2 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
TABLE 2.5.4.3 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
TABLE 2.5.4.4 STEEL COLUMNS\u2014MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
276<\/td>\nSECTION III FLOOR\/CEILING ASSEMBLIES
FIGURE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE
TABLE 3.1 FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
277<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
278<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
279<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
280<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
281<\/td>\nTABLE 3.1\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014REINFORCED CONCRETE <\/td>\n<\/tr>\n
282<\/td>\nFIGURE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS
TABLE 3.2 FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
283<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
284<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
285<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
286<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
287<\/td>\nTABLE 3.2\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014STEEL STRUCTURAL ELEMENTS <\/td>\n<\/tr>\n
288<\/td>\nFIGURE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST
TABLE 3.3 FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
289<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
290<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
291<\/td>\nTABLE 3.3\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014WOOD JOIST <\/td>\n<\/tr>\n
292<\/td>\nFIGURE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE
TABLE 3.4 FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
293<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
294<\/td>\nTABLE 3.4\u2014continued FLOOR\/CEILING ASSEMBLIES\u2014HOLLOW CLAY TILE WITH REINFORCED CONCRETE <\/td>\n<\/tr>\n
295<\/td>\nSECTION IV BEAMS
TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
296<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
297<\/td>\nTABLE 4.1.1\u2014continued REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
298<\/td>\nTABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
299<\/td>\nTABLE 4.1.2\u2014continued REINFORCED CONCRETE BEAMS DEPTH 12″ TO LESS THAN 14″ <\/td>\n<\/tr>\n
300<\/td>\nTABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14″ TO LESS THAN 16″ <\/td>\n<\/tr>\n
301<\/td>\nTABLE 4.2.1 REINFORCED CONCRETE BEAMS\u2014UNPROTECTED DEPTH 10″ TO LESS THAN 12″
TABLE 4.2.2 STEEL BEAMS\u2014CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″ <\/td>\n<\/tr>\n
302<\/td>\nSECTION V DOORS
FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
303<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
304<\/td>\nTABLE 5.1\u2014continued RESISTANCE OF DOORS TO FIRE EXPOSURE <\/td>\n<\/tr>\n
305<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
312<\/td>\nINDEX <\/td>\n<\/tr>\n
316<\/td>\nHELPFUL TOOLS FOR YOUR EXISTING BUILDING CODE <\/td>\n<\/tr>\n
317<\/td>\nICC’S DIGITAL CODE LIBRARY <\/td>\n<\/tr>\n
318<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
319<\/td>\nICC ASSESSMENT CENTER <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

South Carolina Existing Building Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
SC<\/b><\/a><\/td>\n2018<\/td>\n319<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":202441,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2785],"product_tag":[],"class_list":{"0":"post-202438","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-sc","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\/202438","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\/202441"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=202438"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=202438"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=202438"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}