ICC IEBC Commentary 2012

$54.71

International Existing Building Code and Commentary

Published By	Publication Date	Number of Pages
ICC	2012	485

Guaranteed Safe Checkout

Category: ICC

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

Description

This comprehensive publication provides a convenient reference for regulations in the 2012 International Existing Building Code

PDF Catalog

PDF Pages	PDF Title
1	2012 INTERNATIONAL EXISTING BUILDING CODE AND COMMENTARY
3	COPYRIGHT
4	PREFACE
8	CHAPTER 1: SCOPE AND ADMINISTRATION
9	PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL
10	SECTION 102 APPLICABILITY
11	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF CODE OFFICIAL
15	SECTION 105 PERMITS
18	SECTION 106 CONSTRUCTION DOCUMENTS
22	SECTION 107 TEMPORARY STRUCTURES AND USES SECTION 108 FEES
23	SECTION 109 INSPECTIONS
25	SECTION 110 CERTIFICATE OF OCCUPANCY
26	SECTION 111 SERVICE UTILITIES
27	SECTION 112 BOARD OF APPEALS SECTION 113 VIOLATIONS
28	SECTION 114 STOP WORK ORDER SECTION 115 UNSAFE BUILDINGS AND EQUIPMENT
29	SECTION 116 EMERGENCY MEASURES
30	SECTION 117 DEMOLITION
31	BIBLIOGRAPHY
32	CHAPTER 2: DEFINITIONS SECTION 201 GENERAL
33	SECTION 202 GENERAL DEFINITIONS
38	CHAPTER 3: COMPLIANCE METHODS
39	SECTION 301 COMPLIANCE METHODS
40	FIGURE 301.1.4(2) DETERMINATION OF SEISMIC DESIGN CATEGORY USING THE INTERNATIONAL BUILDING CODE FIGURE 301.1.4(1) RISK CATEGORIES AND IMPORTANCE FACTORS
41	FIGURE 301.1.4(3) FEMA 356 REHABILITATION OBJECTIVES
42	FIGURE 301.1.4(4) BASIC SAFETY OBJECTIVES (BSO)
43	FIGURE 301.1.4(5) FEMA 356 REHABILITATION PROCESS
44	TABLE 301.1.4.1 PERFORMANCE CRITERIA FOR IBC—LEVEL SEISMIC FORCES OCCUPANCY
45	TABLE 301.1.4.2 PERFORMANCE CRITERIA FOR REDUCED IBC—LEVEL SEISMIC FORCES RISK CATEGORY
46	BIBLIOGRAPHY
48	CHAPTER 4: PRESCRIPTIVE COMPLIANCE METHOD SECTION 401 GENERAL
49	SECTION 402 ADDITIONS
50	FIGURE 402.1 EXISTING BUILDING WITH ADDITION
51	SECTION 403 ALTERATIONS
52	FIGURE 403.1 PROPOSED CORRIDOR EXTENSION
54	SECTION 404 REPAIRS
56	SECTION 405 FIRE ESCAPES
58	SECTION 406 GLASS REPLACEMENT SECTION 407 CHANGE OF OCCUPANCY
59	SECTION 408 HISTORIC BUILDINGS
60	SECTION 409 MOVED STRUCTURES SECTION 410 ACCESSIBILITY FOR EXISTING BUILDINGS
66	TABLE 410.8.5 RAMPS
68	BIBLIOGRAPHY
70	CHAPTER 5: CLASSIFICATION OF WORK SECTION 501 GENERAL
71	SECTION 502 REPAIRS SECTION 503 ALTERATION—LEVEL 1 SECTION 504 ALTERATION—LEVEL 2
72	SECTION 505 ALTERATION—LEVEL 3 SECTION 506 CHANGE OF OCCUPANCY SECTION 507 ADDITIONS SECTION 508 HISTORIC BUILDINGS SECTION 509 RELOCATED BUILDINGS
74	CHAPTER 6: REPAIRS SECTION 601 GENERAL SECTION 602 BUILDING ELEMENTS AND MATERIALS
75	SECTION 603 FIRE PROTECTION SECTION 604 MEANS OF EGRESS SECTION 605 ACCESSIBILITY SECTION 606 STRUCTURAL
78	SECTION 607 ELECTRICAL
79	SECTION 608 MECHANICAL SECTION 609 PLUMBING
80	BIBLIOGRAPHY
82	CHAPTER 7: ALTERATIONS LEVEL 1 SECTION 701 GENERAL
83	FIGURE 701.2 CONFORMANCE OF AN EXISTING WATER SUPPLY SYSTEM SECTION 702 BUILDING ELEMENTS AND MATERIALS
84	SECTION 703 FIRE PROTECTION SECTION 704 MEANS OF EGRESS SECTION 705 ACCESSIBILITY
86	TABLE 705.1.4 RAMPS
90	SECTION 706 STRUCTURAL
91	FIGURE 706.3.1 MASONRY PARAPET BRACE SECTION 707 ENERGY CONSERVATION BIBLIOGRAPHY
94	CHAPTER 8: ALTERATIONS LEVEL 2 SECTION 801 GENERAL
95	FIGURE 801.1 RECONFIGURED SPACE
96	SECTION 802 SPECIAL USE AND OCCUPANCY SECTION 803 BUILDING ELEMENTS AND MATERIALS
99	FIGURE 803.2.2 SUPPLEMENTAL SHAFT AND FLOOR OPENING ENCLOSURE REQUIREMENTS
100	SECTION 804 FIRE PROTECTION
103	FIGURE 804.2.2.1 EXAMPLE 804.2.2.1
106	SECTION 805 MEANS OF EGRESS
109	FIGURE 805.3.3 MAIN ENTRANCE—GROUP A
110	FIGURE 805.4.1.1 OCCUPANT LOAD AND TRAVEL DISTANCE
111	FIGURE 805.4.2 DOOR SWING
112	FIGURE 805.4.2.1 SUPPLEMENTAL REQUIREMENTS FOR DOOR SWING
116	FIGURE 805.9.2 HANDRAILS
117	SECTION 806 ACCESSIBILITY
118	SECTION 807 STRUCTURAL
120	SECTION 808 ELECTRICAL
121	FIGURE 808.3 RESIDENTIAL OCCUPANCY ELECTRICAL SECTION 809 MECHANICAL
122	SECTION 810 PLUMBING SECTION 811 ENERGY CONSERVATION
123	FIGURE 810.1 MINIMUM PLUMBING FIXTURES
124	CHAPTER 9: ALTERATIONS-LEVEL 3 SECTION 901 GENERAL
125	SECTION 902 SPECIAL USE AND OCCUPANCY
126	SECTION 903 BUILDING ELEMENTS AND MATERIALS
127	SECTION 904 FIRE PROTECTION
128	FIGURE 904.1.1 HIGH-RISE BUILDINGS
129	FIGURE 904.1.2 RUBBISH AND LINEN CHUTES
130	SECTION 905 MEANS OF EGRESS SECTION 906 ACCESSIBILITY SECTION 907 STRUCTURAL
132	SECTION 908 ENERGY CONSERVATION
134	CHAPTER 10: CHANGE OF OCCUPANCY SECTION 1001 GENERAL
135	SECTION 1002 SPECIAL USE AND OCCUPANCY SECTION 1003 BUILDING ELEMENTS AND MATERIALS
136	SECTION 1004 FIRE PROTECTION SECTION 1005 MEANS OF EGRESS SECTION 1006 ACCESSIBILITY SECTION 1007 STRUCTURAL
138	SECTION 1008 ELECTRICAL
139	SECTION 1009 MECHANICAL SECTION 1010 PLUMBING
140	SECTION 1011 OTHER REQUIREMENTS SECTION 1012 CHANGE OF OCCUPANCY CLASSIFICATION
142	TABLE 1012.4 MEANS OF EGRESS HAZARD CATEGORIES
143	TABLE 1012.5 HEIGHTS AND AREAS HAZARD CATEGORIES
144	TABLE 1012.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
147	BIBLIOGRAPHY
148	CHAPTER 11: ADDITIONS SECTION 1101 GENERAL SECTION 1102 HEIGHTS AND AREAS
149	FIGURE 1102.2 (1)EXISTING BUILDING WITH ADDITION
150	SECTION 1103 STRUCTURAL FIGURE 1103.3 LATERAL FORCE-RESISTING SYSTEM
151	FIGURE 1103.3.2 HORIZONTAL ADDITIONS
152	FIGURE 1103.4 DRIFTING SNOW DUE TO AN ADDITION
153	SECTION 1104 SMOKE ALARMS IN OCCUPANCY GROUPS R AND I-1 SECTION 1105 ACCESSIBILITY SECTION 1105 ACCESSIBILITY BIBLIOGRAPHY
154	CHAPTER 12: HISTORIC BUILDINGS SECTION 1201 GENERAL
155	SECTION 1202 REPAIRS
156	SECTION 1203 FIRE SAFETY
157	SECTION 1204 ALTERATIONS
158	SECTION 1205 CHANGE OF OCCUPANCY
160	SECTION 1206 STRUCTURAL
161	BIBLIOGRAPHY
162	CHAPTER 13: RELOCATED OR MOVED BUILDINGS SECTION 1301 GENERAL SECTION 1302 REQUIREMENTS
166	CHAPTER 14: PERFORMANCE COMPLIANCE METHODS SECTION 1401 GENERAL
171	EQUATION 14-1 EQUATION 14-2
172	EQUATION 14-3
173	EQUATION 14-4 FIGURE 1401.6.2.2(1)ALLOWABLE AREA—SINGLE OCCUPANCY BUILDING
174	FIGURE 1401.6.2.2(2)ALLOWABLE AREA—MIXED OCCUPANCY BUILDING
176	TABLE 1401.6.4 SEPARATION VALUES TABLE 1401.6.3 COMPARTMENTATION VALUES
177	FIGURE 1401.6.4.1(1)DWELLING UNIT SEPARATION
178	TABLE 1401.6.5 CORRIDOR WALL VALUES FIGURE 1401.6.4.1(2)TENANT SEPARATION
179	FIGURE 1401.6.5.1(1)CORRIDOR WALL VALUES—CATEGORY A
180	FIGURE 1401.6.5.1(2)CORRIDOR WALL VALUES—CATEGORY B TABLE 1401.6.6(1)VERTICAL OPENING PROTECTION VALUE
181	TABLE 1401.6.6(2)CONSTRUCTION-TYPE FACTOR EQUATION 14-5
182	TABLE 1401.6.8 AUTOMATIC FIRE DETECTION VALUES
183	TABLE 1401.6.9 FIRE ALARM SYSTEM VALUES
184	TABLE 1401.6.10 SMOKE CONTROL VALUES
186	TABLE 1401.6.11 MEANS OF EGRESS VALUESa
187	FIGURE 1401.6.11(1)MEANS-OF-EGRESS VALUES—CATEGORY B FIGURE 1401.6.11(2)MEANS-OF-EGRESS VALUES—CATEGORY A
189	TABLE 1401.6.12 DEAD-END VALUES EQUATION 14-6
190	FIGURE 1401.6.12.1(1)TYPICAL DEAD-END CORRIDORS FIGURE 1401.6.12.1(2)DEAD-END VALUES—CATEGORY B FIGURE 1401.6.12.1(3)DEAD-END VALUES—CATEGORY A
191	TABLE 1401.6.14 ELEVATOR CONTROL VALUES FIGURE 1401.6.13(1)EXIT ACCESS TRAVEL DISTANCE VALUE—OCCUPANCY GROUP S-1
192	FIGURE 1401.6.13(2)EXIT ACCESS TRAVEL DISTANCE VALUE—OCCUPANCY GROUP B FIGURE 1401.6.13(3)EXIT ACCESS TRAVEL DISTANCE VALUE—OCCUPANCY GROUP R
193	TABLE 1401.6.15 MEANS-OF-EGRESS EMERGENCY LIGHTING VALUES
194	TABLE 1401.6.16 MIXED OCCUPANCY VALUESa
195	TABLE 1401.6.17 SPRINKLER SYSTEM VALUES
197	TABLE 1401.6.18 STANDPIPE SYSTEM VALUES
199	TABLE 1401.6.19 INCIDENTAL USE AREA VALUES TABLE 1401.8 MANDATORY SAFETY SCORESa
200	TABLE 1401.7 SUMMARY SHEET-BUILDING CODE
201	TABLE 1401.9 EVALUATION FORMULASa TABLE 1401.9 EVALUATION FORMULASa
202	BIBLIOGRAPHY
204	CHAPTER 15: CONSTRUCTION SAFEGUARDS SECTION 1501 GENERAL
205	TABLE 1501.6 PROTECTION OF PEDESTRIANS
207	SECTION 1502 PROTECTION OF ADJOINING PROPERTY SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
208	SECTION 1504 FIRE EXTINGUISHERS SECTION 1505 MEANS OF EGRESS SECTION 1506 STANDPIPE SYSTEMS
209	SECTION 1507 AUTOMATIC SPRINKLER SYSTEM SECTION 1508 ACCESSIBILITY SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
210	CHAPTER 16: REFERENCED STANDARDS
211	FIGURE 16 REFERENCED STANDARDS
212	ASCE/SEI ASHRAE ASME ASTM DOC
213	ICC NFPA
214	APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS CHAPTER A1: SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILIDINGS
215	SECTION A101 PURPOSE SECTION A102 SCOPE SECTION A103 DEFINITIONS
217	SECTION A104 SYMBOLS AND NOTATIONS
218	SECTION A105 GENERAL REQUIREMENTS
219	SECTION A106 MATERIALS REQUIREMENTS
220	EQUATION A1-1 EQUATION A1-2
221	EQUATION A1-3
222	SECTION A107 QUALITY CONTROL
223	SECTION A108 DESIGN STRENGTHS EQUATION A1-4 EQUATION A1-5 EQUATION A1-6
224	SECTION A109 ANALYSIS AND DESIGN PROCEDURE
225	SECTION A110 GENERAL PROCEDURE EQUATION A1-7
226	SECTION A111 SPECIAL PROCEDURE
227	EQUATION A1-8
228	EQUATION A1-9 EQUATION A1-10 EQUATION A1-11 EQUATION A1-12
229	EQUATION A1-13 EQUATION A1-14
230	EQUATION A1-15 EQUATION A1-16 EQUATION A1-17
231	EQUATION A1-18 EQUATION A1-19
232	SECTION A112 ANALYSIS AND DESIGN EQUATION A1-20 EQUATION A1-21 EQUATION A1-22 EQUATION A1-23 EQUATION A1-24
233	EQUATION A1-25 SECTION A113 DETAILED SYSTEM DESIGN REQUIREMENTS
236	SECTION A114 WALLS OF UNBURNED CLAY, ADOBE OR STONE MASONRY TABLE A1-A ELEMENTS REGULATED BY THIS CHAPTER BIBLIOGRAPHY
237	TABLE A1-BALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS TABLE A1-CHORIZONTAL FORCE FACTOR, Cp TABLE A1-D STRENGTH VALUES FOR EXISTING MATERIALS
238	TABLE A1-E STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION TABLE A1-F MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIOS FOR PARAPETS TABLE A1-G MAXIMUM HEIGHT-TO-THICKNESS RATIOS FOR ADOBE OR STONE WALLS
239	FIGURE A1-1 ACCEPTABLE DIAPHRAGM SPAN
240	FIGURE A1-2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
241	UNIFORM BUILDING CODE STANDARD 21-7 TESTS OF ANCHORSIN UNREINFORCED MASONRY WALLS (1997 UBC Edition) SECTION 21.701 – SCOPE SECTION 21.702 – DIRECT TENSION TESTING OF EXISTING ANCHORS AND NEW BOLTS SECTION 21.703 – TORQUE TESTING OF NEWBOLTS SECTION 21.704 – PREQUALIFICATION TEST FOR BOLTS AND OTHER TYPES OF ANCHORS SECTION 21.705 – REPORTS
242	UNIFORM BUILDING CODE STANDARD 21-8 POINTING OF UNREINFORCED MASONRY WALLS (1997 UBC Edition) SECTION 21.801 – SCOPE SECTION 21.802 – JOINT PREPARA SECTION 21.803 – MORTAR PREPARATION SECTION 21.804 – PACKING
244	CHAPTER A2: EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS SECTION A201 PURPOSE
245	SECTION A202 SCOPE
246	SECTION A203 DEFINITIONS SECTION A204 SYMBOLS AND NOTATIONS SECTION A205 GENERAL REQUIREMENTS SECTION A206 ANALYSIS AND DESIGN
252	SECTION A207 MATERIALS OF CONSTRUCTION BIBLIOGRAPHY
254	CHAPTER A3: PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS SECTION A301 GENERAL
258	SECTION A302 DEFINITIONS SECTION A303 STRUCTURAL WEAKNESSES
260	SECTION A304 STRENGTHENING REQUIREMENTS
269	BIBLIOGRAPHY
270	TABLE A3-A SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING TABLE A3-B SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa,b
271	FIGURE A3-1 NEW REINFORCED CONCRETE FOUNDATION SYSTEM
272	FIGURE A3-2 NEW MASONRY CONCRETE FOUNDATION
273	FIGURE A3-3 SILL PLATE BOLTING TO EXISTING FOUNDATION
274	FIGURE A3-4A SILL PLATE BOLTING IN EXISTING FOUNDATION—ALTERNATE
275	FIGURE A3-4 BALTERNATE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS FIGURE A3-4C SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATE CONNECTION FOR BATTERED FOOTING
276	FIGURE A3-5 CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
277	FIGURE A3-6 CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
278	FIGURE A3-7 PARTIAL CRIPPLE STUD WALL ELEVATION
279	FIGURE A3-8A TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
280	FIGURE A3-8B TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
281	FIGURE A3-8C TYPICAL FLOOR TO MUDSILL CONNECTIONS
282	FIGURE A3-9 ALTERNATE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
283	FIGURE A3-10 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
284	CHAPTER A4: EARTHQUAKE RISK REDUCTION IN WOOD-FRAMED RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION A401 GENERAL
286	SECTION A402 DEFINITIONS
287	FIGURE A4-1 OPEN FRONT WALL LINE—EXCESSIVE CANTILEVER CALCULATION
288	SECTION A403 ANALYSIS AND DESIGN
289	FIGURE A403.2(1) 20-PERCENT EXCEPTION CALCULATION
292	SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
293	FIGURE A405.1.3(1) SECTION A405 DEFINITIONS
295	SECTION A405 MATERIALS OF CONSTRUCTION
296	SECTION A406 INFORMATION REQUIRED TO BE ON THE PLANS SECTION A407 QUALITY CONTROL
297	BIBLIOGRAPHY
298	CHAPTER A5: EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS
299	SECTION A501 PURPOSE SECTION A502 SCOPE
300	SECTION A503 GENERAL REQUIREMENTS SECTION A504 SITE GROUND MOTION
301	SECTION A505 TIER 1 ANALYSIS PROCEDURE SECTION A506 TIER 2 ANALYSIS PROCEDURE
303	EQUATION A5-1
304	SECTION A507 TIER 3 ANALYSIS PROCEDURE BIBLIOGRAPHY
306	CHAPTER A6 REFERENCED STANDARDS ASCE/SEI ASTM DOC ICC
308	APPENDIX B: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIES SECTION B101 QUALIFIED HISTORICAL BUILDINGS ANDFACILITIES
309	SECTION B102 FIXED TRANSPORTATION FACILITIES AND STATIONS
310	SECTION B103 DWELLING UNITS AND SLEEPING UNITS SECTION B104 REFERENCED STANDARDS
312	APPENDIX C: GUIDELINES FOR THE WIND RETROFIT OF EXISTING BUILDINGS CHAPTER C1: GABLE END RETROFIT FOR HIGH-WIND AREAS
313	SECTION C101 GENERAL SECTION C102 DEFINITIONS SECTION C103 MATERIALS OF CONSTRUCTION
314	TABLE C103.3 MATERIAL SPECIFICATIONS FOR RETROFITS TABLE C103.6 NAIL AND SCREW REQUIREMENTS FIGURE C103.6.3 FASTENER SPACINGS FOR LUMBER-TO-LUMBER CONNECTIONS OPERATING IN SHEAR PARALLEL TO GRAIN
315	SECTION C104 RETROFITTING GABLE END WALLS TO ENHANCE WIND RESISTANCE FIGURE C104.1.1 BASIC GABLE END RETROFIT METHODOLOGY
316	TABLE C104.2 STUD LENGTH LIMITATIONS BASED ON EXPOSURE AND DESIGN WIND SPEED
317	FIGURE C104.2(1) TRUSS FRAMED GABLE END
318	FIGURE C104.2(2)CONVENTIONALLY FRAMED GABLE END L-BENT STRAP FIGURE C104.2(3) TRUSS FRAMED GABLE END U-BENT STRAP
319	FIGURE C104.2(4) CONVENTIONALLY FRAMED GABLE END U-BENT STRAP
320	FIGURE C104.2.3 OMITTED HORIZONTAL BRACE
322	FIGURE C104.2.4(1) LADDER BRACING FOR OMITTED RETROFIT STUD (GABLE END FRAME) FIGURE C104.2.4(2) LADDER BRACING FOR OMITTED RETROFIT STUD (CONVENTIONALLY FRAMED GABLE END)
323	FIGURE C104.2.5 ANCHOR BLOCK INSTALLATION
324	FIGURE C104.2.7 DETAIL OF RETROFIT TIE INSTALLATION
325	FIGURE C104.2.8(1) SPLICED HORIZONTAL BRACES
326	FIGURE C104.2.8(2) SPLICED HORIZONTAL BRACES
327	FIGURE C104.2.8(3) SPLICED HORIZONTAL BRACES
328	FIGURE C104.3 METHOD OF INSTALLING RETROFIT STUDS
329	FIGURE C104.3.4 NAIL PLATE FASTENING
330	FIGURE C104.3.8 RETROFIT STUD SPLICES
331	TABLE C104.4.1 ELEMENT SIZING AND SPACING FOR L-BENT RETROFIT METHOD TABLE C104.4.2 ELEMENT SIZING AND SPACING FOR U-BENT RETROFIT METHOD
332	TABLE C104.5.1 SPACING OF GUSSET ANGLES 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
334	CHAPTER C2: ROOF DECK FASTENING FOR HIGH-WIND AREAS SECTION C201 GENERAL
335	SECTION C202 ROOF DECK ATTACHMENT FOR WOOD ROOFS TABLE C202.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
336	RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
337	1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES 1.1 FIRE PERFORMANCE MEASURES TABLE: TUNNEL TEST RESULTS FOR EIGHT SPECIES OF LUMBER
338	1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION
339	FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
340	FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
341	2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS 2.3 EFFECTS OF PENETRATIONS IN FIRE RESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION
342	3.1 THE EXPERIMENTAL APPROACH 3.2 THE THEORETICAL APPROACH HARMATHY’S TEN RULES
344	ILLUSTRATION OF HARMATHY’S RULES EXAMPLE APPLICATION OF HARMATHY’S RULES
345	FIGURE: DIAGRAMMATIC ILLUSTRATION OF TEN RULES
346	3.3 “THICKNESS DESIGN” STRATEGY 3.4 EVALUATION OF DOORS
347	FIGURE 3 MODIFICATION DETAILS
348	4 SUMMARY
350	APPENDIX RESOURCE A TABLE OF CONTENTS
352	PURPOSE AND PROCEDURE
353	SECTION I – WALLS FIGURE 1.1.1 MASONRY WALLS 0”³ TO LESS THAN 4”³ THI TABLE 1.1.1 MASONRY WALLS 0”³ TO LESS THAN 4”³ THICK
354	TABLE 1.1.1—continued MASONRY WALLS0”³ TO LESS THAN 4”³ THICK
355	TABLE 1.1.1—continued MASONRY WALLS 0”³ TO LESS THAN 4”³ THICK
356	FIGURE 1.1.2 MASONRY WALLS 4”³ TO LESS THAN 6”³ THICK TABLE 1.1.2 MASONRY WALLS 4”³ TO LESS THAN 6”³ THICK
357	TABLE 1.1.2—continued MASONRY WALLS 4”³ TO LESS THAN 6”³ THICK
358	TABLE 1.1.2—continued MASONRY WALLS 4”³ TO LESS THAN 6”³ THICK
359	TABLE 1.1.2—continued MASONRY WALLS 4”³ TO LESS THAN 6”³ THICK
360	TABLE 1.1.2—continued MASONRY WALLS 4”³ TO LESS THAN 6”³ THICK
361	TABLE 1.1.2—continued MASONRY WALLS 4”³ TO LESS THAN 6”³ THICK
362	TABLE 1.1.2—continued MASONRY WALLS 4”³ TO LESS THAN 6”³ THICK
363	FIGURE 1.1.3 MASONRY WALLS 6”³ TO LESS THAN 8”³ THICK TABLE 1.1.3 MASONRY WALLS 6”³ TO LESS THAN 8”³ THICK
364	TABLE 1.1.3—continued MASONRY WALLS 6”³ TO LESS THAN 8”³ THICK
365	TABLE 1.1.3—continued MASONRY WALLS 6”³ TO LESS THAN 8”³ THICK
366	TABLE 1.1.3—continued MASONRY WALLS6”³ TO LESS THAN 8”³ THICK
367	TABLE 1.1.3—continued MASONRY WALLS 6”³ TO LESS THAN 8”³ THICK
368	FIGURE 1.1.4 MASONRY WALLS 8”³ TO LESS THAN 10”³ THICK TABLE 1.1.4 MASONRY WALLS 8”³ TO LESS THAN 10”³ THICK
369	TABLE 1.1.4—continued MASONRY WALLS 8”³ TO LESS THAN 10”³ THICK
370	TABLE 1.1.4—continued MASONRY WALLS 8”³ TO LESS THAN 10”³ THICK
371	TABLE 1.1.4—continued MASONRY WALLS 8”³ TO LESS THAN 10”³ THICK
372	TABLE 1.1.4—continued MASONRY WALLS 8”³ TO LESS THAN 10”³ THICK
373	TABLE 1.1.4—continued MASONRY WALLS 8”³ TO LESS THAN 10”³ THICK
374	TABLE 1.1.4—continued MASONRY WALLS 8”³ TO LESS THAN 10”³ THICK
375	TABLE 1.1.4—continued MASONRY WALLS 8”³ TO LESS THAN 10”³ THICK
376	FIGURE 1.1.5 MASONRY WALLS 10”³ TO LESS THAN 12”³ THICK TABLE 1.1.5 MASONRY WALLS 10”³ TO LESS THAN 12”³ THICK
377	TABLE 1.1.5—continued MASONRY WALLS 10”³ TO LESS THAN 12”³ THICK
378	TABLE 1.1.5—continued MASONRY WALLS10”³ TO LESS THAN 12”³ THICK
379	TABLE 1.1.5—continued MASONRY WALLS 10”³ TO LESS THAN 12”³ THICK
380	FIGURE 1.1.6 MASONRY WALLS 1 12”³ TO LESS THAN 14”³ THICK TABLE 1.1.6 MASONRY WALLS 12”³ TO LESS THAN 14”³ THICK
381	TABLE 1.1.6—continued MASONRY WALLS 12”³ TO LESS THAN 14”³ THICK
382	TABLE 1.1.6—continued MASONRY WALLS 12”³ TO LESS THAN 14”³ THICK
383	TABLE 1.1.6—continued MASONRY WALLS 12”³ TO LESS THAN 14”³ THICK
384	TABLE 1.1.6—continued MASONRY WALLS 12”³ TO LESS THAN 14”³ THICK
385	TABLE 1.1.6—continued MASONRY WALLS 12”³ TO LESS THAN 14”³ THICK
386	FIGURE 1.1.7 MASONRY WALLS 14”³ OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14”³ OR MORE THICK
387	TABLE 1.1.7—continued MASONRY WALLS 14”³ OR MORE THICK
388	TABLE 1.1.7—continued MASONRY WALLS14”³ OR MORE THICK
389	FIGURE 1.2.1 METAL FRAME WALLS 0”³ TO LESS THAN 4”³ THICK TABLE 1.2.1 METAL FRAME WALLS 0”³ TO LESS THAN 4”³ THICK
390	TABLE 1.2.1—continued METAL FRAME WALLS 0”³ TO LESS THAN 4”³ THICK
391	TABLE 1.2.1—continued METAL FRAME WALLS 0”³ TO LESS THAN 4”³ THICK
392	TABLE 1.2.1—continued METAL FRAME WALLS 0”³ TO LESS THAN 4”³ THICK
393	FIGURE 1.2.2 METAL FRAME WALLS 4”³ TO LESS THAN 6”³ THICK TABLE 1.2.2 METAL FRAME WALLS 4”³ TO LESS THAN 6”³ THICK
394	TABLE 1.2.2—continued METAL FRAME WALLS 4”³ TO LESS THAN 6”³ THICK
395	TABLE 1.2.3 METAL FRAME WALLS 6”³ TO LESS THAN 8”³ THICK
396	TABLE 1.2.4 METAL FRAME WALLS 8”³ TO LESS THAN 10”³ THICK
397	TABLE 1.3.1 WOOD FRAME WALLS 0”³ TO LESS THAN 4”³ THICK
398	FIGURE 1.3.2 WOOD FRAME WALLS 4”³ TO LESS THAN 6”³ THI TABLE 1.3.2 WOOD FRAME WALLS 4”³ TO LESS THAN 6”³ THICK
399	TABLE 1.3.2—continued WOOD FRAME WALLS4”³ TO LESS THAN 6”³ THICK
400	TABLE 1.3.2—continued WOOD FRAME WALLS 4”³ TO LESS THAN 6”³ THICK
401	TABLE 1.3.2—continued WOOD FRAME WALLS 4”³ TO LESS THAN 6”³ THICK
402	TABLE 1.3.2—continued WOOD FRAME WALLS 4”³ TO LESS THAN 6”³ THICK
403	TABLE 1.3.2—continued WOOD FRAME WALLS 4”³ TO LESS THAN 6”³ THICK
404	TABLE 1.3.2—continued WOOD FRAME WALLS 4”³ TO LESS THAN 6”³ THICK
405	TABLE 1.3.2—continued WOOD FRAME WALLS 4”³ TO LESS THAN 6”³ THICK
406	TABLE 1.3.3 WOOD FRAME WALLS 6”³ TO LESS THAN 8”³ THICK TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0”³ TO LESS THAN 4”³ THICK
407	TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4”³ TO LESS THAN 6”³ THICK
408	FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
409	TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
410	SECTION II – COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0”³ TO LESS THAN 6”³
411	FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³ TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³
412	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³
413	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³
414	TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12”³ TO LESS THAN 14”³
415	TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14”³ TO LESS THAN 16”³
416	FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16”³ TO LESS THAN 18”³ TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16”³ TO LESS THAN 18”³
417	TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16”³ TO LESS THAN 18
418	TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18”³ TO LESS THAN 20”³
419	FIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20”³ TO LESS THAN 22”³ TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20”³ TO LESS THAN 22”³
420	TABLE 2.1.7—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20”³ TO LESS THAN 22”³ TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12”³ TO LESS THAN 14”³
421	TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14”³ TO LESS THAN 16”³ TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—16”³ TO LESS THAN 18”³ TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—20”³ TO LESS THAN 22
422	TABLE 2.2 ROUND CAST IRON COLUMNS
423	FIGURE 2.3 STEEL COLUMNS-GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
424	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”³
425	TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6”³ TO LESS THAN 8”³ THICK
426	FIGURE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8”³ TO LESS THAN 10”³ TABLE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8”³ TO LESS THAN 10”³
427	TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8”³ TO LESS THAN 10”³
428	FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³ TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³
429	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³
430	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³
431	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³
432	FIGURE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12”³ TO LESS THAN 14”³ TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12”³ TO LESS THAN 14”³
433	TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12”³ TO LESS THAN 14”³
434	FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14”³ TO LESS THAN 16”³ TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14”³ TO LESS THAN 16”³
435	TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14”³ TO LESS THAN 16
436	TABLE 2.5.1.7 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16”³ TO LESS THAN 18”³ TABLE 2.5.2.1 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³
437	TABLE 2.5.2.2 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12”³ TO LESS THAN 14”³ TABLE 2.5.2.3STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14”³ TO LESS THAN 16”³
438	TABLE 2.5.3.1 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6”³ TO LESS THAN 8”³ TABLE 2.5.3.2 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8”³ TO LESS THAN 10”³ TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6”³ TO LESS THAN 8”³
439	TABLE 2.5.4.2 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8”³ TO LESS THAN 10”³ TABLE 2.5.4.3 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10”³ TO LESS THAN 12”³ TABLE 2.5.4.4 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12”³ TO LESS THAN 14”³
440	SECTION III – FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
441	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
442	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
443	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
444	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
445	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
446	FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
447	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
448	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
449	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
450	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
451	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
452	FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
453	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
454	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
455	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
456	FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
457	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
458	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES-HOLLOW CLAY TILE WITH REINFORCED CONCRETE
459	SECTION IV – BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10”³ TO LESS THAN 12”³
460	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10”³ TO LESS THAN 12”³
461	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMSDEPTH 10”³ TO LESS THAN 12
462	TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12”³ TO LESS THAN 14”³
463	TABLE 4.1.2—continued REINFORCED CONCRETE BEAMS DEPTH 12”³ TO LESS THAN 14”³
464	TABLE 4.1.3 REINFORCED CONCRETE BEAMS DEPTH 14”³ TO LESS THAN 16”³
465	TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10”³ TO LESS THAN 12”³ TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH 10”³ TO LESS THAN 12”³
466	SECTION V – DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
467	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
468	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
469	BIBLIOGRAPHY
476	INDEX