{"id":175827,"date":"2024-10-19T10:53:50","date_gmt":"2024-10-19T10:53:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ibc-commentary-vol-1-2nd-2015\/"},"modified":"2024-10-25T03:08:16","modified_gmt":"2024-10-25T03:08:16","slug":"icc-ibc-commentary-vol-1-2nd-2015","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ibc-commentary-vol-1-2nd-2015\/","title":{"rendered":"ICC IBC Commentary Vol 1 2nd 2015"},"content":{"rendered":"

A practical tool that helps you to master the code you deal with every day! This comprehensive publication provides a convenient reference for regulations in chapters 1 through 15 of the 2015 International Building Code\u00ae (IBC\u00ae).<\/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\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\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>\n2015 IBC\u00ae CODE AND COMMENTARY VOLUME 1 <\/td>\n<\/tr>\n
2<\/td>\n2015 IBC\u00ae CODE AND COMMENTARY VOLUME 1 TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nS.I. CONVERSION CHART FOR ENGLISH UNITS <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
8<\/td>\nCHAPTER 1: SCOPE AND ADMINISTRATION
GENERAL COMMENTS <\/td>\n<\/tr>\n
9<\/td>\nPURPOSE
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL <\/td>\n<\/tr>\n
11<\/td>\nSECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
13<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
18<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
21<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS <\/td>\n<\/tr>\n
22<\/td>\nSECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
26<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES <\/td>\n<\/tr>\n
27<\/td>\nSECTION 109 FEES
SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
30<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
31<\/td>\nSECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALS <\/td>\n<\/tr>\n
32<\/td>\nSECTION 114 VIOLATIONS <\/td>\n<\/tr>\n
33<\/td>\nSECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
34<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
36<\/td>\nCHAPTER 2: DEFINITIONS
GENERAL COMMENTS
PURPOSE
SECTION 201 GENERAL <\/td>\n<\/tr>\n
37<\/td>\nSECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
40<\/td>\nFIGURE: 202(1) AISLES AND AISLE ACCESSWAYS <\/td>\n<\/tr>\n
41<\/td>\nFIGURE: 202(2) COVERED MALL BUILDING <\/td>\n<\/tr>\n
42<\/td>\nFIGURE: 202(3) EXAMPLE OF ANNULAR SPACE <\/td>\n<\/tr>\n
43<\/td>\nFIGURE: 202(4) GROSS CROSS-SECTIONAL AREA FOR SINGLE-WYTHE WALL UNDER LOAD <\/td>\n<\/tr>\n
44<\/td>\nFIGURE: 202(5) BUILDING AREA-PROJECTED <\/td>\n<\/tr>\n
46<\/td>\nFIGURE: 202(6) BALANCED DOOR <\/td>\n<\/tr>\n
48<\/td>\nFIGURE: 202(7) STORY ABOVE GRADE AND BASEMENTS <\/td>\n<\/tr>\n
49<\/td>\nFIGURE: 202(8) MASONRY CONSTRUCTION TERMS <\/td>\n<\/tr>\n
50<\/td>\nFIGURE: 202(9) GROUP R-2 BOARDING HOUSE (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
65<\/td>\nFIGURE: 202(10) SPECIFIED AND NOMINAL DIMENSIONS FOR NOMINAL 8 X 8 X 16 CONCRETE MASONRY UNITS <\/td>\n<\/tr>\n
66<\/td>\nFIGURE: 202(11) GROUP R-2 DORMITORY (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 202(12) EXAMPLE OF DRAFTSTOPPING
FIGURE 202(13) EXAMPLE OF DRAFTSTOPPING <\/td>\n<\/tr>\n
71<\/td>\nFIGURE: 202(14) EXIT <\/td>\n<\/tr>\n
72<\/td>\nFIGURE: 202(15) EXIT ACCESS
FIGURE: 202(16) EXIT DISCHARGE <\/td>\n<\/tr>\n
73<\/td>\nFIGURE 202(17) EXIT DISCHARGE, LEVEL OF <\/td>\n<\/tr>\n
77<\/td>\nFIGURE 202(18) EXAMPLE OF FIRE BARRIER <\/td>\n<\/tr>\n
80<\/td>\nFIGURE: 202(19) EXAMPLES OF FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
81<\/td>\nFIGURE 202(20) FIRE SEPARATION DISTANCE MEASURE TO AN INTERIOR LOT LINE
FIGURE 202(21) FIRE SEPARATION DISTANCE MEASURED TO THE CENTERLINE OF ADJOINING STREET <\/td>\n<\/tr>\n
82<\/td>\nFIGURE: 202(22) FIRE SEPARATION DISTANCE MEASURED TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE SAME LOT <\/td>\n<\/tr>\n
88<\/td>\nFIGURE: 202(23) DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE SLOPES UNIFORMLY ALONG THE ENTIRE LENGTH OF THE EXTERIOR WALLS <\/td>\n<\/tr>\n
89<\/td>\nFIGURE: 202(24) DETERMINATION OF GRADE PLANE ELEVATIONS WHERE GRADE AND EXTERIOR WALLS ARE IRREGULAR
FIGURE: 202(25) DETERMINATION OF GRADE PLANE WHERE GRADE SLOPES AWAY FROM THE EXTERIOR WALL <\/td>\n<\/tr>\n
90<\/td>\nFIGURE 202(26) DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE DOES NOT SLOPE
\nUNIFORMLY ALONG THE LENGTH OF THE EXTERIOR WALLS <\/td>\n<\/tr>\n
93<\/td>\nFIGURE: 202(27) BUILDING HEIGHT <\/td>\n<\/tr>\n
94<\/td>\nFIGURE: 202(28) HIGH-RISE BUILDING <\/td>\n<\/tr>\n
95<\/td>\nFIGURE: 202(29) EXAMPLES OF HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
96<\/td>\nFIGURE: 202(30) HORIZONTAL EXIT <\/td>\n<\/tr>\n
102<\/td>\nFIGURE 202(31) LOW-ENERGY POWER-OPERATED DOOR\u2014
\nSINGLE LEAF WITH REMOTE PLATE
FIGURE: 202(32) LOW-ENERGY POWER-OPERATED DOOR\u2014
\nDUAL ACTION, DOUBLE LEAF SWINGING TYPE
FIGURE: 202(33) LOW-ENERGY POWER-OPERATED DOOR\u2014
\nDOUBLE LEAF SLIDING TYPE SLIDING TYPE <\/td>\n<\/tr>\n
105<\/td>\nFIGURE: 202(34) EXAMPLES OF SINGLE MEMBRANCE PENETRATION <\/td>\n<\/tr>\n
118<\/td>\nFIGURE: 202(35) RUNNING BOND MASONRY <\/td>\n<\/tr>\n
122<\/td>\nFIGURE: 202(36) SMOKE BARRIER <\/td>\n<\/tr>\n
132<\/td>\nFIGURE: 202(37) EXAMPLES OF THROUGH PENETRATION FIRESTOP SYSTEMS <\/td>\n<\/tr>\n
140<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
144<\/td>\nCHAPTER 3: USE AND OCCUPANCY CLASSIFICATION
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
145<\/td>\nSECTION 301 GENERAL
SECTION 302 CLASSIFICATION <\/td>\n<\/tr>\n
146<\/td>\nFIGURE 302.1 GROUP CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
147<\/td>\nFIGURE 303.1.2(1) ACCESSORY ASSEMBLY USE LIMITED BY OCCUPANT LOAD <\/td>\n<\/tr>\n
148<\/td>\nFIGURE 303.2(1) GROUP A-1
FIGURE 303.1.2 (2) ACCESSORY ASSEMBLY USE GREATER THAN 10% OF FLOOR AREA BUT LESS THAN 750 SQ. FT. <\/td>\n<\/tr>\n
149<\/td>\nFIGURE 303.2(2) GROUP A-1 <\/td>\n<\/tr>\n
150<\/td>\nFIGURE 303.3 GROUP A-2 <\/td>\n<\/tr>\n
152<\/td>\nSECTION 304 BUSINESS GROUP B <\/td>\n<\/tr>\n
153<\/td>\nSECTION 305 EDUCATIONAL GROUP E <\/td>\n<\/tr>\n
154<\/td>\nSECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
156<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
161<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
162<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
163<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
166<\/td>\nSECTION 308 INSTITUTIONAL GROUP <\/td>\n<\/tr>\n
167<\/td>\nFIGURE 308.1 OCCUPANCY CLASSIFICATION OF CARE FACILITIES <\/td>\n<\/tr>\n
170<\/td>\nFIGURE 308.4(1) GROUP I-2\u2014HOSPITAL <\/td>\n<\/tr>\n
171<\/td>\nFIGURE 308.4(2)GROUP I-2\u2014NURSING HOME <\/td>\n<\/tr>\n
172<\/td>\nFIGURE 308.5 GROUP I-3 OCCUPANCY CONDITIONS <\/td>\n<\/tr>\n
173<\/td>\nFIGURE 308.5.1 CONDITION 1
FIGURE 308.5.2 CONDITION 2 <\/td>\n<\/tr>\n
174<\/td>\nFIGURE 308.5.3 CONDITION 3 <\/td>\n<\/tr>\n
175<\/td>\nFIGURE 308.5.4 CONDITION 4 <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 308.5.5 CONDITION 5 <\/td>\n<\/tr>\n
177<\/td>\nSECTION 309 MERCANTILE GROUP M <\/td>\n<\/tr>\n
178<\/td>\nFIGURE 309.1(1) GROUP M\u2014DEPARTMENT STORE
FIGURE 309.1(2) GROUP M\u2014SELF SERVICE GAS STATION (NO REPAIR IS DONE) <\/td>\n<\/tr>\n
179<\/td>\nSECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
181<\/td>\nFIGURE 310.3 GROUP R-1\u2014HOTEL OCCUPANTS PRIMARILY TRANSIENT) <\/td>\n<\/tr>\n
182<\/td>\nFIGURE 310.4(1) GROUP R-2\u2014APARTMENTS (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
183<\/td>\nFIGURE 310.4(2) GROUP R-2\u2014DORMITORY (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
184<\/td>\nFIGURE 310.5(1) GROUP R-3\u2014MIXED OCCUPANCY BUILDING <\/td>\n<\/tr>\n
185<\/td>\nFIGURE 310.5(2) GROUP R-3\u2014MIXED OCCUPANCY BUILDING
SECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
187<\/td>\nFIGURE 311.2 GROUP S-1\u2014REPAIR GARAGES <\/td>\n<\/tr>\n
188<\/td>\nFIGURE 311.3 GROUP S-2\u2014ENCLOSED PARKING GARAGE
SECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
189<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
190<\/td>\nCHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
GENERAL COMMENTS
PURPOSE
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
191<\/td>\nFIGURE 402.1 COVERED MALL BUILDING <\/td>\n<\/tr>\n
193<\/td>\nFIGURE 402.1.2 OPEN MALL PERIMETER <\/td>\n<\/tr>\n
194<\/td>\nFIGURE 402.4 TENANT SPACE AND ANCHOR BUILDING SEPARATIONS <\/td>\n<\/tr>\n
197<\/td>\nFIGURE 402.4.3 MINIMUM WIDTH OF OPEN MALL <\/td>\n<\/tr>\n
200<\/td>\nFIGURE 402.6.4 STOREFRONT SIGNAGE WITH PLASTIC SIGNS <\/td>\n<\/tr>\n
202<\/td>\nFIGURE 402.8 MEANS OF EGRESS <\/td>\n<\/tr>\n
203<\/td>\nEQUATION 4-1
FIGURE 402.8.1.1 COVERED MALL MINIMUM WIDTH <\/td>\n<\/tr>\n
206<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
207<\/td>\nFIGURE 403.1(1) HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
209<\/td>\nFIGURE 403.1(2) HIGH-RISE BUILDINGS\u2014STACK EFFECT <\/td>\n<\/tr>\n
210<\/td>\nFIGURE 403.1(3) HIGH-RISE BUILDINGS\u2014EVACUATION TIMES <\/td>\n<\/tr>\n
211<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
217<\/td>\nFIGURE 403.5.1 HIGH-RISE BUILDINGS: REMOTENESS OF INTERIOR EXIT STAIRWAY ENCLOSURES <\/td>\n<\/tr>\n
220<\/td>\nFIGURE 403.6.1 HIGH-RISE BUILDINGS: FIRE SERVICE ACCESS ELEVATORS <\/td>\n<\/tr>\n
221<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
224<\/td>\nFIGURE 404.6(1) ENCLOSURE OF ATRIUMS (EXCEPTION 1) <\/td>\n<\/tr>\n
225<\/td>\nFIGURE 404.6(2) ENCLOSURE OF ATRIUMS (EXCEPTION 3) <\/td>\n<\/tr>\n
226<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
227<\/td>\nFIGURE 405.1 EXAMPLES OF UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
228<\/td>\nFIGURE 405.4 EXAMPLE OF COMPARTMENTATION, ELEVATOR PROTECTION AND EGRESS OF AN UNDERGROUND BUILDING <\/td>\n<\/tr>\n
229<\/td>\nFIGURE 405.4.1 EXAMPLE OF HORIZONTAL COMPARTMENTATION <\/td>\n<\/tr>\n
232<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
237<\/td>\nFIGURE 406.5.2 TWO-STORY OPEN PARKING GARAGE <\/td>\n<\/tr>\n
238<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
242<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
244<\/td>\nFIGURE 407.2.1 GROUP I-2: WAITING ROOMS AND SIMILAR AREAS <\/td>\n<\/tr>\n
245<\/td>\nFIGURE 407.2.2 GROUP I-2: CARE PROVIDERS\u2019 STATION <\/td>\n<\/tr>\n
246<\/td>\nFIGURE 407.2.5 NURSING HOME HOUSING UNIT <\/td>\n<\/tr>\n
247<\/td>\nFIGURE 407.2.6(1) NURSING HOME WITH OPEN-PLAN KITCHEN <\/td>\n<\/tr>\n
248<\/td>\nFIGURE 407.3 GROUP I-2: CORRIDOR WALLS
FIGURE 407.2.6(2) NURSING HOME HOUSING UNIT FLOOR PLAN <\/td>\n<\/tr>\n
251<\/td>\nFIGURE 407.4.4 GROUP I-2 EXAMPLE OF SUITE <\/td>\n<\/tr>\n
253<\/td>\nFIGURE 407.5 GROUP I-2: SMOKE BARRIER <\/td>\n<\/tr>\n
255<\/td>\nFIGURE 407.5.2(1) ACCEPTABLE EGRESS ARRANGEMENT
FIGURE 407.5.2(2) UNACCEPTABLE EGRESS ARRANGEMENT <\/td>\n<\/tr>\n
257<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
258<\/td>\nFIGURE 408.1 GROUP I-3: OCCUPANCY CONDITIONS <\/td>\n<\/tr>\n
261<\/td>\nFIGURE 408.4.1 GROUP I-3: MANUAL RELEASE <\/td>\n<\/tr>\n
263<\/td>\nFIGURE 408.5(1) GROUP I-3: VERTICAL OPENINGS
FIGURE 408.5(2) GROUP I-3: VERTICAL OPENINGS <\/td>\n<\/tr>\n
265<\/td>\nFIGURE 408.6.1 GROUP I-3: SMOKE COMPARTMENTS
FIGURE 408.6.2 GROUP I-3: REFUGE AREA <\/td>\n<\/tr>\n
267<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
269<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
275<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
277<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
278<\/td>\nTABLE 412.3.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
281<\/td>\n[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
284<\/td>\nTABLE 412.7 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
285<\/td>\nSECTION 413 COMBUSTIBLE STORAGE <\/td>\n<\/tr>\n
286<\/td>\nSECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
287<\/td>\nFIGURE 414.2 CONTROL AREAS <\/td>\n<\/tr>\n
288<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
289<\/td>\nFIGURE 414.2.2 CONTROL AREAS <\/td>\n<\/tr>\n
291<\/td>\n[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS <\/td>\n<\/tr>\n
292<\/td>\n[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA <\/td>\n<\/tr>\n
294<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
296<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
299<\/td>\n[F] TABLE 415.6.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
305<\/td>\n[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
309<\/td>\nFIGURE 415.11.2 ALLOWABLE HPM CORRIDOR ARRANGEMENTS <\/td>\n<\/tr>\n
316<\/td>\nFIGURE 415.11.11.1 CROSS-SECTIONAL DIAMETERS OF VARIOUS-SHAPED DUCTS <\/td>\n<\/tr>\n
317<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
318<\/td>\nSECTION 417 DRYING ROOMS <\/td>\n<\/tr>\n
319<\/td>\nSECTION 418 ORGANIC COATINGS <\/td>\n<\/tr>\n
320<\/td>\nSECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n
322<\/td>\nSECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 <\/td>\n<\/tr>\n
324<\/td>\nSECTION 421 HYDROGEN FUEL GAS ROOMS <\/td>\n<\/tr>\n
326<\/td>\nSECTION 422 AMBULATORY CARE FACIILITIES <\/td>\n<\/tr>\n
328<\/td>\nSECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n
329<\/td>\nFIGURE 423.3 SHELTER DESIGN WIND SPEEDS FOR TORNADOES <\/td>\n<\/tr>\n
330<\/td>\nSECTION 424 CHILDREN\u2019S PLAY STRUCTURES <\/td>\n<\/tr>\n
331<\/td>\nSECTION 425 HYPERBARIC FACILITIES
SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE <\/td>\n<\/tr>\n
332<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
336<\/td>\nCHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
337<\/td>\nSECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS <\/td>\n<\/tr>\n
339<\/td>\nFIGURE 503.1.2(1) BUILDINGS ON SAME LOT <\/td>\n<\/tr>\n
340<\/td>\nFIGURE 503.1.2(2) TWO BUILDINGS ON SAME LOT CREATED BY FIRE WALL
SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES <\/td>\n<\/tr>\n
342<\/td>\nTABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE <\/td>\n<\/tr>\n
343<\/td>\nSECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
344<\/td>\nTABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
345<\/td>\nTABLE 504.4a, b\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
348<\/td>\nSECTION 506 BUILDING AREA <\/td>\n<\/tr>\n
349<\/td>\nEQUATION 5-1 <\/td>\n<\/tr>\n
350<\/td>\nTABLE 506.2a, b ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
351<\/td>\nTABLE 506.2a, b\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
352<\/td>\nTABLE 506.2a,b\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
353<\/td>\nEQUATION 5-2 <\/td>\n<\/tr>\n
354<\/td>\nEQUATION 5-3 <\/td>\n<\/tr>\n
356<\/td>\nFIGURE 506.3.1(1) FRONTAGE INCREASE\u2014FIRE WALL
FIGURE 506.3.1(2) ACCESS TO OPEN SPACE <\/td>\n<\/tr>\n
357<\/td>\nFIGURE 506.3.1(3) ACCESS TO OPEN SPACE
EQUATION 5-4
FIGURE 506.3.2(1) FRONTAGE INCREASE\u2014THREE SIDES <\/td>\n<\/tr>\n
358<\/td>\nEQUATION 5-5
FIGURE 506.3.2(2) FRONTAGE INCREASE\u2014FOUR SIDES
FIGURE 506.3.3 FRONTAGE INCREASE <\/td>\n<\/tr>\n
359<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
360<\/td>\nFIGURE 507.2 REQUIRED SEPARATION FOR UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
364<\/td>\nFIGURE 507.8.1.1 USE GROUP H-2 NOT LOCATED AT THE PERIMETER OF AN UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n
365<\/td>\nFIGURE 507.8.2(1) GROUP H-2 AT THE CORNER OF AN UNLIMITED AREA BUILDING
FIGURE 507.8.2(2) GROUP H-2 AT THE CORNER OF AN UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n
367<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
369<\/td>\nFIGURE 508.2.3(1) ACCESSORY USES LIMITED BY FLOOR AREA
FIGURE 508.2.3(2) ACCESSORY USES LIMITED BY TABULAR A <\/td>\n<\/tr>\n
370<\/td>\nFIGURE 508.3 NONSEPARATED USES <\/td>\n<\/tr>\n
374<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <\/td>\n<\/tr>\n
376<\/td>\nFIGURE 508.4.4.1(1) SEPARATED OCCUPANCIES\u2014EXAMPLE 1 <\/td>\n<\/tr>\n
377<\/td>\nFIGURE 508.4.4.1(2) SEPARATED OCCUPANCIES\u2014EXAMPLE 1: LOCATION ON STORIES <\/td>\n<\/tr>\n
378<\/td>\nFIGURE 508.4.4.1(3) SEPARATED OCCUPANCIES\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
379<\/td>\nFIGURE 508.4.4.1(4) SEPARATED OCCUPANCIES\u2014EXAMPLE 3 <\/td>\n<\/tr>\n
380<\/td>\nSECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
381<\/td>\nTABLE 509 INCIDENTAL USES
SECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
383<\/td>\nFIGURE 510.2 HORIZONTAL BUILDING SEPARATION <\/td>\n<\/tr>\n
385<\/td>\nFIGURE 510.4 EXAMPLE R-1 OVER ENCLOSED PARKING <\/td>\n<\/tr>\n
386<\/td>\nFIGURE 510.5 EXAMPLE TYPE IIIA, GROUP R-2 HEIGHT INCREASE <\/td>\n<\/tr>\n
387<\/td>\nFIGURE 510.6 EXAMPLE TYPE IIA, GROUP R-2 HEIGHT INCREASE <\/td>\n<\/tr>\n
388<\/td>\nFIGURE 510.7 OPEN PARKING BELOW OTHER GROUPS <\/td>\n<\/tr>\n
390<\/td>\nFIGURE 510.8 EXAMPLE OF S-2 PARKING OVER GROUP B AND M OCCUPANCIES
FIGURE 510.9 MULTIPLE SEPARATE BUILDINGS <\/td>\n<\/tr>\n
392<\/td>\nCHAPTER 6: TYPES OF CONSTRUCTION
GENERAL COMMENTS
PURPOSE
SECTION 601 GENERAL <\/td>\n<\/tr>\n
393<\/td>\nTABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS <\/td>\n<\/tr>\n
394<\/td>\nFIGURE 601(1) PROTECTION OF SECONDARY MEMBERS <\/td>\n<\/tr>\n
395<\/td>\nFIGURE 601(2) PROTECTION OF ROOF CONSTRUCTION <\/td>\n<\/tr>\n
396<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
FIGURE 602(1) DETERMINING FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n
397<\/td>\nSECTION 602 CONSTRUCTION CLASSIFICATION
FIGURE 602(2) DETERMINING FIRE SEPARATION DISTANCE FOR MULTISTORY BUILDINGS <\/td>\n<\/tr>\n
399<\/td>\nFIGURE 602.2 EXAMPLES OF TYPE I AND II CONSTRUCTION
FIGURE 602.3 EXAMPLE OF TYPE III CONSTRUCTION <\/td>\n<\/tr>\n
400<\/td>\nTABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES <\/td>\n<\/tr>\n
401<\/td>\nFIGURE 602.4.1(1) HEAVY TIMBER\u2014FLOOR BEAM AND COLUMN FRAMING <\/td>\n<\/tr>\n
402<\/td>\nFIGURE 602.4.1(2) COLUMN\/FLOOR BEAM CONNECTIONS American Institute for Timber Construction <\/td>\n<\/tr>\n
403<\/td>\nFIGURE 602.4.3(1) SPACED MEMBERS WITH COVER PLATE
FIGURE 602.4.3(2) SOLID BLOCKING OF SPACED MEMBERS <\/td>\n<\/tr>\n
404<\/td>\nFIGURE 602.4.4(1) CONCEALED SPACES <\/td>\n<\/tr>\n
405<\/td>\nFIGURE 602.4.4(2) HEAVY TIMBER FLOORING <\/td>\n<\/tr>\n
406<\/td>\nFIGURE 602.5 EXAMPLE OF TYPE V CONSTRUCTION
SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
409<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
410<\/td>\nCHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES
GENERAL COMMENTS
SECTION 701 GENERAL <\/td>\n<\/tr>\n
411<\/td>\nSECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
412<\/td>\nFIGURE 703.2 STANDARD TIME-TEMPERATURE CURVE <\/td>\n<\/tr>\n
417<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
418<\/td>\nFIGURE 704.2 COLUMN PROTECTION
FIGURE 704.3 INDIVIDUAL FIRE PROTECTION METHOD <\/td>\n<\/tr>\n
419<\/td>\nFIGURE 704.4.2 MEMBRANE FIRE PROTECTION METHOD <\/td>\n<\/tr>\n
422<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
423<\/td>\nFIGURE 705.2 PROJECTIONS FROM EXTERIOR WALLS <\/td>\n<\/tr>\n
425<\/td>\nFIGURE 705.3 R-2 WITH S-2 PARKING GARAGE <\/td>\n<\/tr>\n
426<\/td>\nFIGURE 705.6 TYPE IIB AND VB EXTERIOR FIRE-RESISTANCE-RATED WALL CONTINUITY AND STRUCTURAL STABILITY
EQUATION 7-1 <\/td>\n<\/tr>\n
427<\/td>\nFIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
428<\/td>\nFIGURE 705.7, EXAMPLE 705.7 ELEVATION OF EXTERIOR WALL <\/td>\n<\/tr>\n
429<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
430<\/td>\nEQUATION 7-2
FIGURE 705.8.1 EXAMPLES OF PERMITTED UNLIMITED OPENING AREA IN THE FIRST STORY <\/td>\n<\/tr>\n
431<\/td>\nFIGURE705.8.5(1) EXTERIOR WALL VERTICAL FLAME BARRIER <\/td>\n<\/tr>\n
432<\/td>\nFIGURE 705.8.5(2) EXTERIOR WALL HORIZONTAL FLAME BARRIER <\/td>\n<\/tr>\n
433<\/td>\nFIGURE 705.8.6 VERTICAL FIRE EXPOSURE OF ADJACENT BUILDING <\/td>\n<\/tr>\n
435<\/td>\nFIGURE 705.11.1(1) PARAPET WALL EXTENSION WITH SLOPING 100% ROOF AND NONSPRINKLERED BUILDING
SECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
436<\/td>\nFIGURE 705.11.1(2) PARAPET WALL EXTENSION WITH SLOPING ROOF SPRINKLERED BUILDING <\/td>\n<\/tr>\n
437<\/td>\nFIGURE 706.2(1) DETAILS OF MASONRY FIRE WALL FOR STABILITY <\/td>\n<\/tr>\n
438<\/td>\nFIGURE 706.2(2) DETAILS OF GYPSUM BOARD AREA SEPARATION WALLS (FIREWALL) <\/td>\n<\/tr>\n
439<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
FIGURE 706.4(1) RELATIONSHIP BETWEEN FUEL LOAD AND FIRE ENDURANCE
FIGURE 706.4(2) OCCUPANCIES\u2014FUEL LOAD-FIRE SEVERITY <\/td>\n<\/tr>\n
441<\/td>\nFIGURE 706.5.1(1) EXAMPLE OF METHOD 1 <\/td>\n<\/tr>\n
442<\/td>\nFIGURE 706.5.1(2) EXAMPLE OF METHOD 2 <\/td>\n<\/tr>\n
443<\/td>\nFIGURE 706.5.1(3) EXAMPLE OF METHOD 2 <\/td>\n<\/tr>\n
444<\/td>\nFIGURE 706.6 GENERIC FIRE WALL EXAMPLE <\/td>\n<\/tr>\n
446<\/td>\nFIGURE 706.6.1(1) FIRE WALLS\u2014STEPPED BUILDINGS
FIGURE 706.6.1(2) FIRE WALLS\u2014STEPPED BUILDINGS <\/td>\n<\/tr>\n
447<\/td>\nFIGURE 706.6.1(3) FIRE WALLS\u2014EXTENSION EXCEPTION
FIGURE 706.6.2 FIRE WALL EXTENSION AT SLOPING ROOF <\/td>\n<\/tr>\n
448<\/td>\nSECTION 707 FIRE BARRIERS <\/td>\n<\/tr>\n
450<\/td>\nTABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
451<\/td>\nFIGURE 707.5 CONTINUITY OF FIRE BARRIERS <\/td>\n<\/tr>\n
453<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
455<\/td>\nFIGURE 708.4(1) CONTINUITY OF FIRE PARTITIONS
FIGURE 708.4(2)(A) FIRE PARTITION CONTINUITY <\/td>\n<\/tr>\n
456<\/td>\nFIGURE 708.4(2)(B) FIRE PARTITION CONTINUITY <\/td>\n<\/tr>\n
457<\/td>\nFIGURE 708.4(2)(C) FIRE PARTITION CONTINUITY <\/td>\n<\/tr>\n
458<\/td>\nSECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
461<\/td>\nFIGURE 709.5 ACCEPTABLE MEETING EDGES OF DOUBLE MEANS OF EGRESS DOORS
SECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
463<\/td>\nSECTION 711 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
466<\/td>\nFIGURE 711.2.5 CEILING PANELS USED IN FIRE-RESISTANCE-RATED ASSEMBLIES
FIGURE 711.2.6(1) UNUSABLE SPACE ABOVE A FIRE-RESISTANCE-RATED ASSEMBLY <\/td>\n<\/tr>\n
467<\/td>\nSECTION 712 VERTICAL OPENINGS
FIGURE 711.2.6(2) UNUSABLE SPACE BELOW A FIRE-RESISTANCE-RATED ASSEMBLY <\/td>\n<\/tr>\n
468<\/td>\nFIGURE 712.1.3.1 SHAFT ENCLOSURE\u2014DRAFT CURTAIN EXCEPTION <\/td>\n<\/tr>\n
469<\/td>\nFIGURE 712.1.3.2 SHAFT ENCLOSURE\u2014SHUTTERS EXCEPTION <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 712.1.9 TWO-STORY SHAFT ENCLOSURE EXCEPTION <\/td>\n<\/tr>\n
472<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
473<\/td>\nFIGURE 713.4 VERTICAL SHAFTS\u2014FIRE-RESISTANCE RATING
FIGURE 713.7 PROTECTED OPENING IN SHAFT ENCLOSURE <\/td>\n<\/tr>\n
475<\/td>\nFIGURE 713.11(1) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURES METHOD 1
FIGURE 713.11(2) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE ROOM METHOD 2 <\/td>\n<\/tr>\n
476<\/td>\nFIGURE 713.11(3) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE ROOM METHOD 2\u2014EXCEPTION 1
FIGURE 713.11(4) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE WITH SPRINKLERS\u2014METHOD 2\u2014EXCEPTION 1 <\/td>\n<\/tr>\n
477<\/td>\nFIGURE713.11(5) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE EXCEPTION 3
FIGURE 713.12 VERTICAL SHAFTS\u2014TOP ENCLOSURE AT FLOOR <\/td>\n<\/tr>\n
479<\/td>\nFIGURE 713.13.3 REFUSE CHUTE (FIRE BARRIER OPTION)
SECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
481<\/td>\nFIGURE 714.3.1(1) VERTICAL SHAFTS\u2014COMBUSTIBLE PENETRATIONS <\/td>\n<\/tr>\n
482<\/td>\nFIGURE 714.3.1(2) COMBUSTIBLE PIPE PENETRATION OF FIRE-RESISTANCE-RATED WALL
FIGURE 714.3.1(3) EXAMPLES OF ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
485<\/td>\nFIGURE 714.3.2(1) OUTLET BOXES IN RATED ASSEMBLIES <\/td>\n<\/tr>\n
486<\/td>\nFIGURE 714.3.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
488<\/td>\nFIGURE 714.4.1(1) NONCOMBUSTIBLE PENETRATION OF A HORIZONTAL ASSEMBLY
FIGURE 714.4.1(2) EXAMPLES OF ANNULAR SPACE PROTECTION WITH SLEEVES <\/td>\n<\/tr>\n
490<\/td>\nFIGURE 714.4.1.2 EXAMPLE OF CABLING THROUGH-PENETRATION FIRESTOP SYSTEM <\/td>\n<\/tr>\n
491<\/td>\nFIGURE 714.4.2(1) PROTECTION OF PENETRATIONS THROUGH CEILING MEMBRANE OF A HORIZONTAL ASSEMBLY <\/td>\n<\/tr>\n
492<\/td>\nFIGURE 714.4.2(2) NONCOMBUSTIBLE PIPE PENETRATIONS THROUGH CEILING MEMBRANE OF A HORIZONTAL ASSEMBLY <\/td>\n<\/tr>\n
493<\/td>\nSECTION 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
494<\/td>\nFIGURE 714.5.1 NONCOMBUSTIBLE PIPE PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES <\/td>\n<\/tr>\n
495<\/td>\nFIGURE 715.1 EXAMPLES OF JOINT LOCATIONS <\/td>\n<\/tr>\n
497<\/td>\nFIGURE 715.4 EXTERIOR CURTAIN WALL\/FLOOR INTERSECTION <\/td>\n<\/tr>\n
498<\/td>\nSECTION 716 OPENING PROTECTIVES <\/td>\n<\/tr>\n
499<\/td>\nTABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
500<\/td>\nFIGURE 716.3(1) FIRE-RATED GLAZING LOCATIONS [FOR USE WITH TABLE 716.3(1)] <\/td>\n<\/tr>\n
501<\/td>\nFIGURE 716.3(2) MARKINGS OF FIRE-RATED GLAZING <\/td>\n<\/tr>\n
502<\/td>\nTABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
503<\/td>\nTABLE 716.5\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
509<\/td>\nTABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
511<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
512<\/td>\nFIGURE 717.1.1 HORIZONTAL DUCT BETWEEN TWO SHAFTS <\/td>\n<\/tr>\n
514<\/td>\nTABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
517<\/td>\nFIGURE 717.5 FIRE DAMPERS IN RATED WALL <\/td>\n<\/tr>\n
519<\/td>\nFIGURE 717.5.3.1(1) FIRE DAMPERS\u2014EXCEPTION 1
FIGURE 717.5.3.1(2) FIRE DAMPERS\u2014EXCEPTION 1.4 <\/td>\n<\/tr>\n
521<\/td>\nFIGURE 717.5.4(1) FIRE DAMPERS\u2014EXCEPTION 1
FIGURE 717.5.4(2) FIRE DAMPERS\u2014EXCEPTION 3 <\/td>\n<\/tr>\n
524<\/td>\nFIGURE 717.6.1(1) AIR DUCT PENETRATION OF A HORIZONTAL ASSEMBLY
FIGURE 717.6.1(2) AIR DUCT PENETRATION OF A HORIZONTAL ASSEMBLY <\/td>\n<\/tr>\n
526<\/td>\nFIGURE 717.6.3(1) DUCT PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES
SECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
527<\/td>\nFIGURE 717.6.3(2) FIRE DAMPERS IN DUCTS PENETRATING NONFIRE-RESISTANCE-RATED ASSEMBLIES <\/td>\n<\/tr>\n
529<\/td>\nFIGURE 718.2.3(1) FIREBLOCKING\u2014SOFFIT <\/td>\n<\/tr>\n
530<\/td>\nFIGURE 718.2.3(2) FIREBLOCKING\u2014DROP CEILING
FIGURE 718.2.3(3) FIREBLOCKING\u2014COVE CEILING <\/td>\n<\/tr>\n
531<\/td>\nFIGURE 718.2.4 FIREBLOCKING\u2014STAIRS <\/td>\n<\/tr>\n
532<\/td>\nFIGURE 718.2.7 FIREBLOCKING\u2014CONCEALED FLOOR SPACES <\/td>\n<\/tr>\n
533<\/td>\nFiIGURE 718.3.2 DRAFTSTOPPING\u2014GROUPS R-1, R-2, R-3 AND R-4 AT TENANT AND DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
534<\/td>\nFIGURE 718.3.3 DRAFTSTOPPING\u2014CONCEALED FLOOR SPACES, OTHER GROUP <\/td>\n<\/tr>\n
535<\/td>\nFIGURE 718.4.2(1) DRAFTSTOPPING AT TENANT AND DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
536<\/td>\nFIGURE 718.4.2(2) DRAFTSTOPPING IN LINE WITH TENANT AND DWELLING UNIT SEPARATION WALL <\/td>\n<\/tr>\n
537<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
538<\/td>\nFIGURE 720.2 CONCEALED INSULATION <\/td>\n<\/tr>\n
540<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE
FIGURE 721.1.1(1) STEEL COLUMN ENCASED IN CONCRETE <\/td>\n<\/tr>\n
541<\/td>\nFIGURE 721.1.1(2) REINFORCING STEEL IN CONCRETE COLUMNS, BEAMS, GIRDERS AND TRUSSES <\/td>\n<\/tr>\n
542<\/td>\nFIGURE 721.1(2)(a) CONCRETE WALL
FIGURE 721.1(2)(b) METAL STUD WALL WITH PLASTER <\/td>\n<\/tr>\n
543<\/td>\nFIGURE 721.1(3) WOOD FLOOR TRUSS <\/td>\n<\/tr>\n
544<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
545<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
546<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
547<\/td>\nTABLE 721.1(1) \u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
548<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
549<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
550<\/td>\nTABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
551<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
552<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
553<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
554<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
555<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
556<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
557<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
558<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
559<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
560<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
561<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa <\/td>\n<\/tr>\n
562<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
563<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
564<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
565<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
566<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
567<\/td>\nSECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
568<\/td>\nTABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING ORNONLOAD-BEARING <\/td>\n<\/tr>\n
569<\/td>\nEQUATION 7-3
EQUATION 7-4
FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS <\/td>\n<\/tr>\n
570<\/td>\nTABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 <\/td>\n<\/tr>\n
571<\/td>\nFIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
572<\/td>\nTABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
574<\/td>\nTABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5 <\/td>\n<\/tr>\n
575<\/td>\nFIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
576<\/td>\nFIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
577<\/td>\nTABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH <\/td>\n<\/tr>\n
578<\/td>\nTABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
579<\/td>\nTABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS <\/td>\n<\/tr>\n
580<\/td>\nEQUATION 7-6 <\/td>\n<\/tr>\n
581<\/td>\nTABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
582<\/td>\nEQUATION 7-7
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) <\/td>\n<\/tr>\n
583<\/td>\nEQUATION 7-8
EQUATION 7-9
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS <\/td>\n<\/tr>\n
584<\/td>\nTABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
TABLE 722.4.1(3) VALUES OF Rn 0.59 <\/td>\n<\/tr>\n
585<\/td>\nTABLE 722.4.1(4) COEFFICIENTS FOR PLASTER
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10
EQUATION 7-11 <\/td>\n<\/tr>\n
587<\/td>\nFIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
EQUATION 7-12
FIGURE 722.5.1.2.1 EXAMPLE\u2014STEEL COLUMN PROTECTED WITH WALLBOARD <\/td>\n<\/tr>\n
588<\/td>\nFIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
589<\/td>\nFIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
590<\/td>\nFIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
591<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n
592<\/td>\nTABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
593<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
594<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
595<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
596<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
597<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
598<\/td>\nTABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED INNORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED INSTRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] <\/td>\n<\/tr>\n
599<\/td>\nTABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERS a [FIGURE 722.5.1(6)(a)] <\/td>\n<\/tr>\n
600<\/td>\nEQUATION 7-13 <\/td>\n<\/tr>\n
601<\/td>\nEQUATION 7-14
FIGURE 722.5.1.3 EXAMPLE\u2014SPRAY-APPLIED MATERIALS, FIRE ENDURANCE TEST DATA <\/td>\n<\/tr>\n
602<\/td>\nEQUATION 7-15
EQUATION 7-16 <\/td>\n<\/tr>\n
603<\/td>\nFIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
605<\/td>\nFIGURE 722.6 EXAMPLE\u2014WOOD STUD WALL WITH WALLBOARD
TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES <\/td>\n<\/tr>\n
606<\/td>\nTABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING <\/td>\n<\/tr>\n
607<\/td>\nTABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
610<\/td>\nCHAPTER 8: INTERIOR FINISHES
GENERAL COMMENTS
PURPOSE
SECTION 801 GENERAL <\/td>\n<\/tr>\n
611<\/td>\nSECTION 802 DEFINITIONS <\/td>\n<\/tr>\n
612<\/td>\nSECTION 803 WALL AND CEILING FINISHES
FIGURE 803.1(1) ASTM E84 TUNNEL TEST
FIGURE 803.1(2) FLAME IN TUNNEL TEST <\/td>\n<\/tr>\n
613<\/td>\nFIGURE 803.1.2(1) ROOM CORNER TEST
FIGURE 803.1.2(2) FLAME IN ROOM CORNER TEST <\/td>\n<\/tr>\n
617<\/td>\nTABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <\/td>\n<\/tr>\n
618<\/td>\nFIGURE 803.13.2 SET-OUT CONSTRUCTION <\/td>\n<\/tr>\n
619<\/td>\nFIGURE 803.13.4 THIN INTERIOR FINISH
SECTION 804 INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
620<\/td>\nFIGURE 804.2 RADIANT FLOOR PANEL TEST (NFPA 253) <\/td>\n<\/tr>\n
621<\/td>\nSECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
623<\/td>\nFIGURE 806.7(1) TRIM COVERAGE AREA
FIGURE 806.7(2) MAXIMUM DIMENSION\u2014FOAM PLASTIC TRIM <\/td>\n<\/tr>\n
624<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
625<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
626<\/td>\nCHAPTER 9: FIRE PROTECTION SYSTEMS
GENERAL COMMENTS
PURPOSE
SECTION 901 GENERAL <\/td>\n<\/tr>\n
629<\/td>\nSECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
630<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
632<\/td>\nFIGURE 903.2 SUMMARY OF OCCUPANCY-RELATED AUTOMATIC SPRINKLER THRESHOLDS <\/td>\n<\/tr>\n
637<\/td>\nTABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
643<\/td>\nFIGURE 903.2.11.1 SPACING OF OPENINGS IN STORIES OR BASEMENTS <\/td>\n<\/tr>\n
644<\/td>\nFIGURE 903.2.11.1.2(1) OPENINGS IN STORIES OR BASEMENTS\u2014LESS THAN 75 FEET FROM ANY POINT TO AN OPENING
FIGURE 903.2.11.1.2(2) OPENINGS IN STORIES OR BASEMENTS\u2014MORE THAN 75 FEET FROM ANY POINT TO AN OPENING <\/td>\n<\/tr>\n
645<\/td>\nFIGURE 903.2.11.1.2(3) OPENINGS IN STORIES OR BASEMENTS\u2014LESS THAN 75 FEET FROM ANY POINT TO AN OPENING
FIGURE 903.2.11.1.2(4) OPENINGS IN STORIES OR BASEMENTS <\/td>\n<\/tr>\n
647<\/td>\nFIGURE 903.2.11.3 SPRINKLER REQUIREMENTS: OCCUPANTS 55 FEET OR GREATER FROM FIRE DEPARTMENT VEHICLE A
TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
649<\/td>\nFIGURE 903.3 SAMPLE SPRINKLER SYSTEM DRAWING AND DATA SUBMITTALS <\/td>\n<\/tr>\n
650<\/td>\nFIGURE 903.3.1 NFPA 13, NFPA 13R AND NFPA 13D SYSTEMS
FIGURE 903.3.1.1 TYPICAL WET PIPE SYSTEM <\/td>\n<\/tr>\n
653<\/td>\nFIGURE 903.3.1.2.2 OPEN-ENDED CORRIDOR <\/td>\n<\/tr>\n
658<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
659<\/td>\nFIGURE 904.2.1 SELECTED EXAMPLES OF REQUIREMENTS MODIFIED THROUGH USE OF AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
665<\/td>\nFIGURE 904.11 WATER MIST NOZZLE DISCHARGE <\/td>\n<\/tr>\n
668<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
670<\/td>\nFIGURE 905.3.1(1) HEIGHT THRESHOLD FOR STANDPIPES
FIGURE 905.3.1(2) HEIGHT REQUIREMENTS FOR STANDPIPES WITH MULTIPLE LEVELS OF FIRE DEPARTMENT VEHICLE ACCESS <\/td>\n<\/tr>\n
676<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
678<\/td>\n[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE <\/td>\n<\/tr>\n
679<\/td>\n[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
[F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH <\/td>\n<\/tr>\n
681<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
684<\/td>\nFIGURE 907.2 SUMMARY OF MANUAL FIRE ALARM AND AUTOMATIC SMOKE DETECTION SYSTEM THRESHOLDS <\/td>\n<\/tr>\n
697<\/td>\nFIGURE 907.2.11.2 LOCATION OF SMOKE ALARMS IN A DWELLING UNIT <\/td>\n<\/tr>\n
710<\/td>\n[F] TABLE 907.5.2.3.2 VISIBLE ALARMS <\/td>\n<\/tr>\n
714<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
717<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
719<\/td>\nFIGURE 909.4.1 STACK EFFECT <\/td>\n<\/tr>\n
724<\/td>\nEQUATION 9-1 <\/td>\n<\/tr>\n
726<\/td>\nFIGURE 909.8(1) SMOKE LAYER INTERFACE IN AN ATRIUM <\/td>\n<\/tr>\n
727<\/td>\nFIGURE 909.8(2) AXISYMMETRICAL PLUME
FIGURE 909.8(3) BALCONY SPILL PLUME <\/td>\n<\/tr>\n
728<\/td>\nFIGURE 909.8(4) WINDOW PLUME
FIGURE 909.8(5) PLUGHOLING <\/td>\n<\/tr>\n
729<\/td>\nFIGURE 909.8.1(1) CRITICAL LEVEL OF SMOKE (EXAMPLE) <\/td>\n<\/tr>\n
730<\/td>\nFIGURE 909.8.1(2) SMOKE LAYER INTERFACE <\/td>\n<\/tr>\n
732<\/td>\nEQUATION 9-2 <\/td>\n<\/tr>\n
741<\/td>\nFIGURE 909.20.1 DIMENSIONAL REQUIREMENTS FOR SMOKEPROOF ENCLOSURE VESTIBULE <\/td>\n<\/tr>\n
743<\/td>\nFIGURE 909.20.3.2 SMOKEPROOF ENCLOSURE WITH OPEN VESTIBULE ARRANGEMENT <\/td>\n<\/tr>\n
744<\/td>\nFIGURE 909.20.4.1 SMOKEPROOF ENCLOSURE WITH CORRIDOR ARRANGEMENT
FIGURE 909.20.4.2 MECHANICALLY VENTILATED VESTIBULE <\/td>\n<\/tr>\n
749<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
751<\/td>\nEQUATION 9-3 <\/td>\n<\/tr>\n
752<\/td>\nEQUATION 9-4
FIGURE 910.3.2 SMOKE AND HEAT VENT SPACING <\/td>\n<\/tr>\n
754<\/td>\nSECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
757<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
758<\/td>\nFIGURE 912.4.1 LOCKING FDC CAPS <\/td>\n<\/tr>\n
759<\/td>\nFIGURE 912.5 FIRE DEPARTMENT CONNECTION WITH SIGN
SECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
761<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
FIGURE 914.1.1 SHAFTWAY SIGNAGE <\/td>\n<\/tr>\n
762<\/td>\nSECTION 915 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
764<\/td>\nFIGURE 915.2.1 CARBON MONOXIDE ALARM PLACEMENT VERSUS SMOKE DETECTION PLACEMENT <\/td>\n<\/tr>\n
765<\/td>\nFIGURE 915.4.3 COMBINATION CARBON MONOXIDE AND SMOKE ALARM <\/td>\n<\/tr>\n
766<\/td>\nSECTION 916 EMERGENCY RESPONDER RADIO COVERAGE
BIBLIOGRAPHY <\/td>\n<\/tr>\n
768<\/td>\nCHAPTER 10: MEANS OF EGRESS
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
769<\/td>\nSECTION 1001 ADMINISTRATION <\/td>\n<\/tr>\n
770<\/td>\nSECTION 1002 DEFINITIONS <\/td>\n<\/tr>\n
771<\/td>\nSECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
772<\/td>\nFIGURE 1003.3.1(1) DOOR CLOSER HEADROOM PROTRUSIONS FOR WALKING SURFACES <\/td>\n<\/tr>\n
773<\/td>\nFIGURE 1003.3.1(2) REDUCED VERTICAL CLEARANCE
FIGURE 1003.3.2(1) POST-MOUNTED OBJECTS <\/td>\n<\/tr>\n
774<\/td>\nFIGURE 1003.3.2(2) POST-MOUNTED PROTRUDING OBJECTS
FIGURE 1003.3.3 EXAMPLE OF HORIZONTAL PROJECTIONS <\/td>\n<\/tr>\n
776<\/td>\nFIGURE 1003.5 ELEVATION CHANGE
SECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
777<\/td>\nFIGURE 1004.1.1 COMBINED OCCUPANT LOAD FOR EGRESS DESIGN <\/td>\n<\/tr>\n
779<\/td>\nTABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
780<\/td>\nFIGURE 1004.1.2 TYPICAL NET FLOOR AREA OCCUPANT LOAD CALCULATION <\/td>\n<\/tr>\n
781<\/td>\nFIGURE 1004.3 EXAMPLE OF OCCUPANT LOAD LIMIT SIGN <\/td>\n<\/tr>\n
782<\/td>\nFIGURE 1004.4 TYPICAL FIXED SEATING <\/td>\n<\/tr>\n
783<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
786<\/td>\nFIGURE 1005.6(1) EGRESS CONVERGENCE AT FIRST STORY <\/td>\n<\/tr>\n
787<\/td>\nFIGURE 1005.6(2) EGRESS CONVERGENCE AT INTERMEDIATE LEVEL
FIGURE 1005.6(3) NO EGRESS CONVERGENCE <\/td>\n<\/tr>\n
788<\/td>\nFIGURE 1005.7.1 TYPICAL DOOR RESTRICTIONS INTO PASSAGEWAY, AISLE AND CORRIDOR WIDTH <\/td>\n<\/tr>\n
789<\/td>\nSECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
790<\/td>\nFIGURE 1006.2.1 COMMON PATH OF EGRESS TRAVEL <\/td>\n<\/tr>\n
791<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
793<\/td>\nTABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY <\/td>\n<\/tr>\n
794<\/td>\nFIGURE 1006.3.1 NUMBER OF EXITS <\/td>\n<\/tr>\n
795<\/td>\nTABLE 1006.3.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES <\/td>\n<\/tr>\n
796<\/td>\nFIGURE 1006.3.2(1) MULTISTORY DWELLING UNITS
FIGURE 1006.3.2(2) EXAMPLE OF SINGLE-EXIT APARTMENT BUILDING <\/td>\n<\/tr>\n
797<\/td>\nFIGURE 1006.3.2(3) EXAMPLE OF SINGLE-EXIT APARTMENT WITHIN A TWO-EXIT BUILDING
TABLE 1006.3.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
798<\/td>\nFIGURE 1006.3.2.1 STORIES WITH ONE EXIT <\/td>\n<\/tr>\n
799<\/td>\nSECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION <\/td>\n<\/tr>\n
800<\/td>\nFIGURE 1007.1.1(1) EXAMPLES OF REMOTENESS BETWEEN EXITS OR EXIT ACCESS DOORS FROM A ROOM OR BUILDING <\/td>\n<\/tr>\n
801<\/td>\nFIGURE 1007.1.1(2) REMOTENESS OF INTERCONNECTING BY A 1-HOUR FIRE-RESISTANCE-RATED CORRIDOR
FIGURE 1007.1.1(3) REMOTENESS OF EXITS IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
802<\/td>\nFIGURE 1007.1.1(4) REMOTE LOCATION OF EXIT ACCESS DOORS (ADJOINING ROOMS) <\/td>\n<\/tr>\n
803<\/td>\nFIGURE 1007.1.3 SEPARATION OF EXIT ACCESS STAIRWAYS AND RAMPS
SECTION 1008 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
806<\/td>\nSECTION 1009 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
809<\/td>\nFIGURE 1009.2.1 ELEVATOR REQUIRED FOR ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
811<\/td>\nFIGURE 1009.3(1) ACCESSIBLE MEANS OF EGRESS STAIRWAY WITH ENLARGED STORY-LEVEL LANDING <\/td>\n<\/tr>\n
812<\/td>\nFIGURE 1009.3(2) ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM AN AREA OF REFUGE <\/td>\n<\/tr>\n
813<\/td>\nFIGURE 1009.3(3) ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM A HORIZONTAL EXIT <\/td>\n<\/tr>\n
816<\/td>\nFIGURE 1009.6 SEPARATE TRAVEL DISTANCES TO AN AREA OF REFUGE <\/td>\n<\/tr>\n
818<\/td>\nFIGURE 1009.7.1 EXTERIOR AREA OF RESCUE ASSISTANCE\u2014PLAN VIEW <\/td>\n<\/tr>\n
819<\/td>\nFIGURE 1009.7.2 EXTERIOR AREA OF RESCUE ASSISTANCE\u2014ELEVATION <\/td>\n<\/tr>\n
822<\/td>\nSECTION 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
823<\/td>\nFIGURE 1010.1.1(1) TYPICAL DOOR OPENING CLEARANCE <\/td>\n<\/tr>\n
824<\/td>\nFIGURE 1010.1.1(2) TYPICAL DOOR OPENING CLEARANCE WITH PANIC HARDWARE <\/td>\n<\/tr>\n
827<\/td>\nFIGURE 1010.1.4.1(1) REVOLVING DOORS IN BREAKOUT POSITION <\/td>\n<\/tr>\n
828<\/td>\nFIGURE 1010.1.4.1(2) TYPICAL REVOLVING DOOR\/SIDE SWINGING DOOR ARRANGEMENT <\/td>\n<\/tr>\n
829<\/td>\nFIGURE 1010.1.4.1(3) EXAMPLE OF MANUAL REVOLVING DOOR (7-FOOT DIAMETER)
FIGURE 1010.1.4.1(4) EXAMPLE OF AUTOMATIC REVOLVING DOOR (8-FOOT DIAMETER)
TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS
TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n
830<\/td>\nFIGURE 1010.1.4.1(5) EXAMPLE OF AUTOMATIC REVOLVING DOOR (20-FOOT DIAMETER) <\/td>\n<\/tr>\n
833<\/td>\nFIGURE 1010.1.5 DOOR LANDINGS <\/td>\n<\/tr>\n
834<\/td>\nFIGURE 1010.1.7(1) VERTICAL CHANGES IN LEVEL
FIGURE 1010.1.7(2) BEVELED CHANGES IN LEVEL
FIGURE 1010.1.7(3) BEVELED CHANGES IN LEVEL
FIGURE 1010.1.7(4) DOOR THRESHOLD HEIGHT LIMITATIONS <\/td>\n<\/tr>\n
835<\/td>\nFIGURE 1010.1.7(5) EXAMPLE OF EXCEPTON 2 <\/td>\n<\/tr>\n
836<\/td>\nFIGURE 1010.1.8(1) SPACING OF DOORS IN A SERIES
FIGURE 1010.1.8(2) SPACING OF DOORS IN A SERIES <\/td>\n<\/tr>\n
837<\/td>\nFIGURE 1010.1.9. 1 DOOR HARDWARE <\/td>\n<\/tr>\n
838<\/td>\nFIGURE 1010.1.9.3 SURFACE AND FLUSH BOLT LOCATIONS <\/td>\n<\/tr>\n
839<\/td>\nFIGURE 1010.1.9.4 TYPICAL MANUAL BOLT HARDWARE <\/td>\n<\/tr>\n
847<\/td>\nFIGURE 1010.1.10.1(1) EXAMPLES OF TYPICAL PANIC HARDWARE <\/td>\n<\/tr>\n
848<\/td>\nFIGURE 1010.1.10.1(2) EXAMPLES OF TYPICAL PANIC HARDWARE <\/td>\n<\/tr>\n
850<\/td>\nSECTION 1011 STAIRWAYS <\/td>\n<\/tr>\n
852<\/td>\nFIGURE 1011.3(1) STAIRWAY HEADROOM REQUIREMENTS
FIGURE 1011.3(2) EXAMPLE OF SECTION 1011.3, EXCEPTION 2 <\/td>\n<\/tr>\n
853<\/td>\nFIGURE 1011.5.1 TREAD DEPTH MEASUREMENT <\/td>\n<\/tr>\n
854<\/td>\nFIGURE 1011.5.2 TREAD\/RISER DIMENSIONS <\/td>\n<\/tr>\n
855<\/td>\nFIGURE 1011.5.3 STAIR WINDERS WITHIN A DWELLING <\/td>\n<\/tr>\n
857<\/td>\nFIGURE 1011.5.4 CONSISTENTLY SHAPED WINDERS
FIGURE 1011.5.4.1 SLOPED LANDING <\/td>\n<\/tr>\n
858<\/td>\nFIGURE 1011.5.5.1 TREAD\/RISER PROFILE (SOLID RISER) <\/td>\n<\/tr>\n
859<\/td>\nFIGURE 1011.5.5.3 TREAD\/RISER PROFILE (OPEN RISER) <\/td>\n<\/tr>\n
860<\/td>\nFIGURE 1011.6(1) TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY
FIGURE 1011.6(2) TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY WIDER THAN 48 INCHES <\/td>\n<\/tr>\n
861<\/td>\nFIGURE 1011.6(3) REVERSING RUN STAIRWAY
FIGURE 1011.6(4) DOOR CLEARANCE REQUIREMENTS IN STAIRWAY <\/td>\n<\/tr>\n
862<\/td>\nFIGURE 1011.7.1 OPEN TREAD IN ACCORDANCE WITH EXCEPTION 1 <\/td>\n<\/tr>\n
863<\/td>\nFIGURE 1011.8 STAIRWAY RISE LIMITATION
FIGURE 1011.9 CURVED STAIRWAYS\u2014MINIMUM DIMENSIONAL REQUIREMENTS <\/td>\n<\/tr>\n
864<\/td>\nFIGURE 1011.10 SPIRAL STAIRWAYS <\/td>\n<\/tr>\n
865<\/td>\nFIGURE 1011.11 EXAMPLE OF SECTION 1011.11, EXCEPTION 2 <\/td>\n<\/tr>\n
866<\/td>\nFIGURE 1011.14 TYPICAL ALTERNATING TREAD DEVICE <\/td>\n<\/tr>\n
868<\/td>\nFIGURE 1011.15 TYPICAL SHIP\u2019S LADDER <\/td>\n<\/tr>\n
869<\/td>\nSECTION 1012 RAMPS <\/td>\n<\/tr>\n
870<\/td>\nFIGURE 1012.2 TYPICAL MEANS OF EGRESS RAMP <\/td>\n<\/tr>\n
871<\/td>\nFIGURE 1012.5.3 DOORWAY OPENING ONTO LANDING <\/td>\n<\/tr>\n
872<\/td>\nFIGURE 1012.6 RAMP LANDINGS <\/td>\n<\/tr>\n
873<\/td>\nFIGURE 1012.8(1) RAMP WITH HANDRAIL AT WALL <\/td>\n<\/tr>\n
874<\/td>\nFIGURE 1012.8(2) RAMP WITH HANDRAIL AND BARRIER
FIGURE 1012.8(3) RAMP WITH HANDRAIL AND CURB <\/td>\n<\/tr>\n
875<\/td>\nFIGURE 1012.8(4) RAMP WITH HANDRAIL AND GUARD <\/td>\n<\/tr>\n
876<\/td>\nFIGURE 1012.10.1 EDGE PROTECTION
SECTION 1013 EXIT SIGNS <\/td>\n<\/tr>\n
877<\/td>\nFIGURE 1013.1 EXIT SIGNS WITHIN AN EXIT ENCLOSURE <\/td>\n<\/tr>\n
878<\/td>\nFIGURE 1013.4 EXAMPLE OF EXIT SIGNAGE WITH VISUAL AND RAISED CHARACTERS WITH BRAILLE <\/td>\n<\/tr>\n
879<\/td>\nFIGURE 1013.6.1 MINIMUM SIZES OF EXIT SIGNS
SECTION 1014 HANDRAILS <\/td>\n<\/tr>\n
880<\/td>\nFIGURE 1014.2 HANDRAIL REQUIREMENTS <\/td>\n<\/tr>\n
882<\/td>\nFIGURE 1014.3.1 EXAMPLE OF TYPE I ALTERNATIVE HANDRAIL CONFIGURATION <\/td>\n<\/tr>\n
883<\/td>\nFIGURE 1014.3.2 EXAMPLES OF TYPE II HANDRAIL CONFIGURATIONS
FIGURE 1014.4(1) EXAMPLES OF PROHIBITED HANDRAIL DESIGNS <\/td>\n<\/tr>\n
884<\/td>\nFIGURE 1014.4(2) REDUCED BRACKET EXTENSIONS EXAMPLE PER SECTION 1014.4, EXCEPTION 3 <\/td>\n<\/tr>\n
886<\/td>\nFIGURE 1014.8(1) TYPICAL HANDRAIL ARRANGEMENT
FIGURE 1014.8(2) PROJECTION OF HANDRAIL <\/td>\n<\/tr>\n
887<\/td>\nFIGURE 1014.9 HANDRAILS FOR MONUMENTAL STAIRS
SECTION 1015 GUARDS <\/td>\n<\/tr>\n
888<\/td>\nFIGURE 1015.2 DROPOFF MEASUREMENTS AND GUARD HEIGHTS
FIGURE 1015.2.1 GUARD SYSTEM WITH GLAZING
FIGURE 1015.2 DROPOFF MEASUREMENTS AND GUARD HEIGHTS <\/td>\n<\/tr>\n
889<\/td>\nFIGURE 1015.3 DROPOFF MEASUREMENTS AND GUARD HEIGHTS FOR TWO- AND THREE-STORY GROUPS R-2 AND R-3 <\/td>\n<\/tr>\n
890<\/td>\nFIGURE 1015.4(1) GUARD HEIGHT AND OPENING LIMITATIONS <\/td>\n<\/tr>\n
891<\/td>\nFIGURE 1015.4(2) GUARD OPENING LIMITATIONS, SECTION 1015.4, EXCEPTIONS 3 AND 4
FIGURE 1015.4(3) EXAMPLE OF GUARD WITH HORIZONTAL MEMBERS <\/td>\n<\/tr>\n
892<\/td>\nFIGURE 1015.7 PROTECTION AT ROOF-HATCH OPENING <\/td>\n<\/tr>\n
893<\/td>\nSECTION 1016 EXIT ACCESS <\/td>\n<\/tr>\n
895<\/td>\nFIGURE 1016.2(1) EGRESS PROHIBITED THROUGH GROUP H AREAS
FIGURE 1016.2(2) EGRESS THROUGH ADJOINING ROOMS AND SPACES <\/td>\n<\/tr>\n
896<\/td>\nSECTION 1017 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
897<\/td>\nTABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
899<\/td>\nFIGURE 1017.3(1) LENGTH OF EXIT ACCESS TRAVEL
FIGURE 1017.3(2) MEASURING TRAVEL DISTANCE USING RECTILINEAR APPROACH
SECTION 1018 AISLES <\/td>\n<\/tr>\n
900<\/td>\nFIGURE 1018.3 AISLES AND AISLE ACCESSWAYS IN MERCANTILE <\/td>\n<\/tr>\n
901<\/td>\nSECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
903<\/td>\nFIGURE 1019.3 DRAFT CURTAIN, ITEM 4 <\/td>\n<\/tr>\n
904<\/td>\nSECTION 1020 CORRIDORS <\/td>\n<\/tr>\n
905<\/td>\nTABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING
FIGURE 1020.1 APPLICATION OF TABLE 1020.1 <\/td>\n<\/tr>\n
906<\/td>\nTABLE 1020.2 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
908<\/td>\nFIGURE 1020.4(1) ALLOWABLE DEAD-END CONDITIONS <\/td>\n<\/tr>\n
909<\/td>\nFIGURE 1020.4(2) CORRIDOR LENGTH\/WIDTH RATIO FOR DEAD-END CONSIDERATIONS <\/td>\n<\/tr>\n
911<\/td>\nFIGURE 1020.6(1) CORRIDOR CONTINUITY\u2014EXAMPLE 1
FIGURE 1020.6(2) CORRIDOR CONTINUITY\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
912<\/td>\nFIGURE 1020.6(3) CORRIDOR CONTINUITY\u2014EXAMPLE 3
FIGURE 1020.6(4) ELEVATOR LOBBY\/CORRIDOR OPTION 1 <\/td>\n<\/tr>\n
913<\/td>\nFIGURE 1020.6(5) ELEVATOR LOBBY\/CORRIDOR OPTION 2
FIGURE 1020.6(6) ELEVATOR LOBBY\/CORRIDOR OPTION 3 <\/td>\n<\/tr>\n
914<\/td>\nSECTION 1021 EGRESS BALCONIES
FIGURE 1021.2 EGRESS BALCONIES <\/td>\n<\/tr>\n
915<\/td>\nSECTION 1022 EXITS <\/td>\n<\/tr>\n
916<\/td>\nSECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
921<\/td>\nFIGURE 1023.7(1) EXAMPLES OF EXTERIOR WALL PROTECTIVES <\/td>\n<\/tr>\n
922<\/td>\nFIGURE 1023.7(2) EXTERIOR WALL PROTECTION <\/td>\n<\/tr>\n
923<\/td>\nFIGURE 1023.8 EXAMPLE OF A STAIRWAY BARRIER AT THE LEVEL OF EXIT DISCHARGE
FIGURE 1023.9.1 STAIRWAY IDENTIFICATION SIGN <\/td>\n<\/tr>\n
925<\/td>\nSECTION 1024 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
926<\/td>\nFIGURE 1023.11.2(1) TYPICAL SMOKEPROOF ENCLOSURE ENTRY
FIGURE 1023.11.2(2) TYPICAL SMOKEPROOF ENCLOSURE WITH OPEN BALCONY ARRANGEMENT <\/td>\n<\/tr>\n
927<\/td>\nFIGURE 1024.1 ARRANGEMENT FOR LOBBY AND PASSAGEWAY <\/td>\n<\/tr>\n
929<\/td>\nSECTION 1025 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
930<\/td>\nFIGURE 1025.2.1 LEADING EDGE OF STEP AND LANDING <\/td>\n<\/tr>\n
931<\/td>\nFIGURE 1025.2.3 HANDRAIL MARKINGS
FIGURE 1025.2.4.1 PERIMETER DEMARCATION LINES\u2014FLOOR-MOUNTED OPTION <\/td>\n<\/tr>\n
932<\/td>\nFIGURE 1025.2.4.2 PERIMETER DEMARCATION LINES\u2014WALL-MOUNTED OPTION
FIGURE 1025.2.4.3 PERIMETER DEMARCATION LINES\u2014OPTIONS AT DOORS INTO EXIT ENCLOSURES <\/td>\n<\/tr>\n
933<\/td>\nFIGURE 1025.2.5 OBSTACLE MARKINGS
FIGURE 1025.2.6.1 EMERGENCY EXIT SYMBOL <\/td>\n<\/tr>\n
934<\/td>\nFIGURE 1025.2.6 EXAMPLES OF EXIT DOOR TO EXTERIOR OPTIONS <\/td>\n<\/tr>\n
935<\/td>\nSECTION 1026 HORIZONTAL EXITS <\/td>\n<\/tr>\n
936<\/td>\nFIGURE 1026.1 TYPICAL HORIZONTAL EXITS <\/td>\n<\/tr>\n
938<\/td>\nFIGURE 1026.4.2 REFUGE AREA EXCEPTION
SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
940<\/td>\nFIGURE 1027.3 EXTERIOR STAIRWAY
FIGURE 1027.5 EXTERIOR BALCONY AND STAIRWAY ADJACENT TO LOT LINE <\/td>\n<\/tr>\n
942<\/td>\nFIGURE 1027.6(1) PROTECTION OF EXTERIOR STAIRWAYS <\/td>\n<\/tr>\n
943<\/td>\nFIGURE 1027.6(2) EXTERIOR BALCONY WITH REMOTE STAIRWAYS
FIGURE 1027.6(3) EXAMPLE OF EXCEPTION 3 <\/td>\n<\/tr>\n
944<\/td>\nSECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
945<\/td>\nFIGURE 1028.1(1) PROTECTION OF LOBBY WITH AN EXIT DISCHARGE <\/td>\n<\/tr>\n
946<\/td>\nFIGURE 1028.1(2) VESTIBULE WITH EXIT DISCHARGE <\/td>\n<\/tr>\n
947<\/td>\nFIGURE 1028.1(3) SEPARATION DETAILS FOR VESTIBULE WITH EXIT DISCHARGE <\/td>\n<\/tr>\n
948<\/td>\nSECTION 1029 ASSEMBLY <\/td>\n<\/tr>\n
950<\/td>\nFIGURE 1029.2 GROUP A-1 WITH WAITING SPACE <\/td>\n<\/tr>\n
952<\/td>\nFIGURE 1029.6.1(1) COMPUTATION OF WIDTH FOR STEPPED AISLES <\/td>\n<\/tr>\n
953<\/td>\nFIGURE 1029.6.1(2) COMPUTATION OF WIDTH FOR LEVEL, SLOPED OR RAMPED AISLES <\/td>\n<\/tr>\n
954<\/td>\nTABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
FIGURE 1029.6.2.2(1) ROOF HEIGHT (CONVEX DOME ROOF) <\/td>\n<\/tr>\n
955<\/td>\nFIGURE 1029.6.2.2(2) ROOF HEIGHT (CONCAVE SUSPENDED ROOF) <\/td>\n<\/tr>\n
956<\/td>\nFIGURE 1029.6.2.3(1) INDOOR SEATING SPRINKLERED AREAS (CONVEX DOME ROOF)
FIGURE 1029.6.2.3(2) INDOOR SEATING SPRINKLERED AREAS (CONCAVE SUSPENDED ROOF) <\/td>\n<\/tr>\n
958<\/td>\nFIGURE 1029.8.1 PATH THROUGH ADJACENT ROWS <\/td>\n<\/tr>\n
960<\/td>\nFIGURE 1029.9.2 TYPICAL AISLE CATCHMENTS <\/td>\n<\/tr>\n
961<\/td>\nFIGURE 1029.9.3 COMPUTATION OF EXIT PASSAGE FOR CONVERGING AISLES
FIGURE 1029.9.4 AISLE WITH OPPOSITE EXITS <\/td>\n<\/tr>\n
962<\/td>\nFIGURE 1029.9.5 TYPICAL BALCONY ARRANGEMENT <\/td>\n<\/tr>\n
963<\/td>\nFIGURE 1029.9.7(1) EXAMPLE OF A CONTINUATION OFA STEPPED AISLE UP TO A CROSS AISLE
FIGURE 1029.9.7(2) EXAMPLE OF A CONTINUATION OFA STEPPED AISLE DOWN TO A FLOOR <\/td>\n<\/tr>\n
964<\/td>\nFIGURE 1029.10.2.1(1) TRANSITION BETWEEN STAIRWAY AND STEPPED AISLE AT THE HIGHER END OF THE FLIGHT
FIGURE 1029.10.2.1(2) TRANSITION BETWEEN STEPPED AISLE AND STAIRWAY AND THE LOWER END OF THE FLIGHT <\/td>\n<\/tr>\n
965<\/td>\nFIGURE 1029.10.2.2(1) EXAMPLE OF A STEPPED AISLE TURNING TO A STAIRWAY
FIGURE 1029.10.2.2(2) EXAMPLE OF TURNS IN A STEPPED AISLE <\/td>\n<\/tr>\n
966<\/td>\nFIGURE 1029.12.1 AISLE AND AISLE ACCESSWAY MEASUREMENT WITH SEATING AND TABLES <\/td>\n<\/tr>\n
967<\/td>\nFIGURE 1029.12.1.1 ACCESS FOR TABLES AND SEATING <\/td>\n<\/tr>\n
968<\/td>\nFIGURE 1029.12.2(1) MINIMUM REQUIRED ROW WIDTH CLEARANCE FOR AISLE ACCESSWAYS
FIGURE 1029.12.2(2) EXAMPLE OF FOLDING TABLET ARMS <\/td>\n<\/tr>\n
969<\/td>\nFIGURE 1029.12.2.1 TYPICAL DUAL-ACCESS ROW\u2014MINIMUM AISLE ACCESSWAY WIDTH
TABLE 1029.12.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
970<\/td>\nFIGURE 1029.12.2.2 TYPICAL SINGLE-ACCESS ROW\u2014MINIMUM AISLE ACCESSWAY WIDTH FOR SEATS WITH BACKRESTS <\/td>\n<\/tr>\n
971<\/td>\nFIGURE 1029.13.2.1 TYPICAL SEATING PLATFORMS ALSO USED AS STEPPING AISLES <\/td>\n<\/tr>\n
972<\/td>\nFIGURE 1029.13.2.2 TYPICAL RISER CONSTRUCTION IN STEPPED AISLES <\/td>\n<\/tr>\n
974<\/td>\nFIGURE 1029.15 TYPICAL RAILING FOR RAMPED AISLES WITH RAILING IN THE AISLE <\/td>\n<\/tr>\n
975<\/td>\nFIGURE 1029.15.1 DISCONTINUOUS AISLE HANDRAILS <\/td>\n<\/tr>\n
976<\/td>\nSECTION 1030 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
977<\/td>\nFIGURE 1029.16.3 TYPICAL BALCONY GUARDS AT FASCIA <\/td>\n<\/tr>\n
978<\/td>\nFIGURE 1030.2 EMERGENCY ESCAPE WINDOW <\/td>\n<\/tr>\n
979<\/td>\nFIGURE 1030.5 WINDOW WELLS AT EMERGENCY ESCAPE WINDOWS <\/td>\n<\/tr>\n
980<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
982<\/td>\nCHAPTER 11: ACCESSIBILITY
GENERAL COMMENTS <\/td>\n<\/tr>\n
984<\/td>\nPHILOSOPHY <\/td>\n<\/tr>\n
985<\/td>\nPURPOSE <\/td>\n<\/tr>\n
986<\/td>\nSECTION 1101 GENERAL
SECTION 1102 DEFINITIONS <\/td>\n<\/tr>\n
987<\/td>\nSECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
988<\/td>\nFIGURE 1103.2.6 EXAMPLE OF THE EXCEPTION FOR RAISED AREA <\/td>\n<\/tr>\n
989<\/td>\nFIGURE 1103.2.8 EXAMPLE OF A RAISED AREA IN A PLACE OF RELIGIOUS WORSHIP <\/td>\n<\/tr>\n
990<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
992<\/td>\nFIGURE 1104.3.2 EXAMPLE OF PRESS BOX ACCESSED FROM BLEACHER SEATING <\/td>\n<\/tr>\n
994<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n
995<\/td>\nFIGURE 1105.1.2 EXAMPLE OF ELEVATED WALKWAY ENTRANCE
SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES <\/td>\n<\/tr>\n
996<\/td>\nTABLE 1106.1 ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
998<\/td>\nFIGURE 1106.6 EXAMPLE OF ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
999<\/td>\nSECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
1008<\/td>\nFIGURE 1107.6.1.1 DETERMINING THE NUMBER OF ACCESSIBLE UNITS IN GROUP R-1 <\/td>\n<\/tr>\n
1009<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
1011<\/td>\nFIGURE 1107.6.2.2.2(1) BUILDING WITH FIRE WALLS IS TREATED AS A SINGLE STRUCTURE <\/td>\n<\/tr>\n
1012<\/td>\nFIGURE 1107.6.2.2.2(2) TWO STRUCTURALLY JOINED BUILDINGS ARE TREATED AS A SINGLE STRUCTURE <\/td>\n<\/tr>\n
1015<\/td>\nFIGURE 1107.7.1.1 DWELLING UNITS ON ONE STORY
FIGURE 1107.7.1.2(1) BUILDING HAS TWO ACCESSIBLE LEVELS, EACH WITH AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
1016<\/td>\nFIGURE 1107.7.1.2(2) SINGLE BUILDING WITH MULTIPLE COMMON ENTRANCES\u2014LOWER GROUND FLOOR UNITS MAY BE COVERED <\/td>\n<\/tr>\n
1017<\/td>\nFIGURE 1107.7.1.2(3) EXAMPLE FOR GRADE CALCULATIONS
FIGURE 1107.7.2(1) BUILDINGS WITH ELEVATOR(S): ALL SINGLE-STORY UNITS AND THE PRIMARY ENTRY LEVEL OF MULTISTORY UNITS <\/td>\n<\/tr>\n
1018<\/td>\nFIGURE 1107.7.2(2) GROUND FLOOR UNITS IN BUILDINGS OF FOUR OR MORE UNITS
FIGURE 1107.7.3(1) DWELLING UNITS OVER SHOPS AND GARAGES <\/td>\n<\/tr>\n
1019<\/td>\nFIGURE 1107.7.3(2) ELEVATOR TO FIRST FLOOR OF DWELLING UNITS ABOVE GRADE OR ENTRANCE LEVEL DOES NOT MAKE AN ELEVATOR BUILDING <\/td>\n<\/tr>\n
1020<\/td>\nFIGURE 1107.7.4 SITE ANALYSIS TEST: THE NUMBER OF COVERED UNITS <\/td>\n<\/tr>\n
1021<\/td>\nFIGURE 1107.7.5(1) BUILDING MEETS BOTH ACCESSIBILITY CRITERIA FOR EXEMPTION
FIGURE 1107.7.5(2) BUILDING MUST COMPLY WITH ACCESSIBILITY REQUIREMENTS <\/td>\n<\/tr>\n
1022<\/td>\nSECTION 1108 SPECIAL OCCUPANCIES
TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
1023<\/td>\nFIGURE 1108.2.2.3(1) EXAMPLE OF BOX SEATING IN A SPORTS VENUE
FIGURE 1108.2.2.3(2) EXAMPLE OF BOX SEATING IN A THEATER <\/td>\n<\/tr>\n
1025<\/td>\nFIGURE 1108.2.6 EXAMPLE OF LAWN SEATING
TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
1027<\/td>\nFIGURE 1108.2.9.1 EXAMPLE OF DINING SURFACES <\/td>\n<\/tr>\n
1028<\/td>\nTABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
1029<\/td>\nFIGURE 1108.4.1.2 GALLERY SEATING
FIGURE 1108.4.1.5 COURTROOM WELL WORK STATIONS <\/td>\n<\/tr>\n
1030<\/td>\nSECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
1031<\/td>\nFIGURE 1109.2(1) SIDE APPROACH WHEELCHAIR TRANSFER <\/td>\n<\/tr>\n
1032<\/td>\nFIGURE 1109.2(2) EXAMPLES OF TOILET ROOM PLANS WITH OVERLAP <\/td>\n<\/tr>\n
1035<\/td>\nFIGURE 1109.2.2(1) AMBULATORY-ACCESSIBLE COMPARTMENT
FIGURE 1109.2.2(2) WHEELCHAIR-ACCESSIBLE COMPARTMENT; OUT-SWINGING DOOR <\/td>\n<\/tr>\n
1036<\/td>\nFIGURE 1109.2.2(3) WHEELCHAIR-ACCESSIBLE COMPARTMENT; IN-SWINGING DOOR <\/td>\n<\/tr>\n
1037<\/td>\nFIGURE 1109.4 EXAMPLE OF KITCHENETTE <\/td>\n<\/tr>\n
1038<\/td>\nFIGURE 1109.5.1 EXAMPLE OF DRINKING FOUNTAINS FOR PERSONS USING WHEELCHAIRS (LOW) AND STANDING PERSONS (HIGH) <\/td>\n<\/tr>\n
1040<\/td>\nFIGURE 1109.8(1) PLATFORM (WHEELCHAIR) LIFT (Photo courtesy of Wheel-evator) <\/td>\n<\/tr>\n
1041<\/td>\nFIGURE 1109.8(2) STAIRWAY CHAIRLIFT
FIGURE 1109.9 EXAMPLE OF LOCKER AREA <\/td>\n<\/tr>\n
1042<\/td>\nFIGURE 1109.10 DETECTABLE WARNINGS AT TRANSIT PLATFORM EDGE <\/td>\n<\/tr>\n
1043<\/td>\nFIGURE 1109.11 EXAMPLE OF ACCESSIBLE WORK STATION <\/td>\n<\/tr>\n
1044<\/td>\nFIGURE 1109.11.2.1 EXAMPLE OF ACCESSIBLE VISITOR\u2019S CUBICLE <\/td>\n<\/tr>\n
1045<\/td>\nTABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES
FIGURE 1109.12.1 EXAMPLE OF ACCESSIBLE DRESSING ROOM <\/td>\n<\/tr>\n
1046<\/td>\nFIGURE 1109.12.3 SERVICE COUNTERS
FIGURE 1109.12.4 EXAMPLE OF SELF-SERVICE SHELVING <\/td>\n<\/tr>\n
1047<\/td>\nSECTION 1110 RECREATIONAL FACILITIES <\/td>\n<\/tr>\n
1049<\/td>\nFIGURE 1110.4.2 EXAMPLE OF TEAM SEATING IN A BASEBALL DUGOUT
FIGURE 1110.4.4 EXAMPLE OF COURT SPORTS <\/td>\n<\/tr>\n
1050<\/td>\nFIGURE 1110.4.6 EXAMPLE OF RAISED REFEREE STAND
FIGURE 1110.4.8(1) EXAMPLE OF AN AMUSEMENT RIDE WITH A FIXED COURSE
FIGURE 1110.4.8(2) EXAMPLE OF AN AMUSEMENT RIDE WITH A FIXED COURSE <\/td>\n<\/tr>\n
1051<\/td>\nFIGURE 1110.4.8.1(1) EXAMPLE OF A PERSON IN A WHEELCHAIR MOVING ONTO A RIDE
FIGURE 1110.4.8.1(2) EXAMPLE OF A PERSON IN A WHEELCHAIR TRANSFERRING ONTO A RIDE SEAT <\/td>\n<\/tr>\n
1052<\/td>\nFIGURE 1110.4.8.3(1) EXAMPLE OF AN AMUSEMENT RIDE ADDRESSED IN EXCEPTION 1
FIGURE 1110.4.8.3(2) EXAMPLE OF AN AMUSEMENT RIDE ADDRESSED IN EXCEPTION 2 <\/td>\n<\/tr>\n
1053<\/td>\nFIGURE 1110.4.9.1 EXAMPLE OF BOAT SLIPS
FIGURE 1110.4.9.3 EXAMPLE OF BOAT LAUNCH RAMP WITH BOARDING PIER
TABLE 1110.4.9.1 BOAT SLIPS <\/td>\n<\/tr>\n
1054<\/td>\nFIGURE 1110.4.11 EXAMPLE OF AN ACCESSIBLE FISHING PLATFORM <\/td>\n<\/tr>\n
1055<\/td>\nFIGURE 1110.4.13 PERMITTED MEANS OF POOL ACCESSa
SECTION 1111 SIGNAGE <\/td>\n<\/tr>\n
1056<\/td>\nFIGURE 1110.4.13.2 EXAMPLE OF A CATCH POOL FOR A WATER SLIDE <\/td>\n<\/tr>\n
1057<\/td>\nFIGURE 1111.1 INTERNATIONAL SYMBOLS OF ACCESSIBILITY <\/td>\n<\/tr>\n
1058<\/td>\nFIGURE 1111.4 VARIABLE MESSAGE SIGNAGE <\/td>\n<\/tr>\n
1059<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1062<\/td>\nCHAPTER 12: INTERIOR ENVIRONMENT
GENERAL COMMENTS
PURPOSE <\/td>\n<\/tr>\n
1063<\/td>\nSECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
1065<\/td>\nFIGURE 1203.2(1) COMBINATION OF SOFFIT AND RIDGE VENTS <\/td>\n<\/tr>\n
1066<\/td>\nFIGURE 1203.2(2) VENTILATION OF RAFTER SPACE <\/td>\n<\/tr>\n
1068<\/td>\nTABLE 1203.3 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
1070<\/td>\nFIGURE 1203.5.1 NATURAL LIGHT AND VENTILATION WINDOWS <\/td>\n<\/tr>\n
1071<\/td>\nFIGURE 1203.5.1.1 NATURAL VENTILATION FROM ADJOINING SPACE
FIGURE 1203.5.1.2 VENTILATION OPENINGS BELOW GRADE <\/td>\n<\/tr>\n
1072<\/td>\nSECTION 1204 TEMPERATURE CONTROL <\/td>\n<\/tr>\n
1073<\/td>\nSECTION 1205 LIGHTING <\/td>\n<\/tr>\n
1074<\/td>\nFIGURE 1205.2.1 NATURAL LIGHT FROM ADJACENT SPACE
FIGURE 1205.3 ARTIFICIAL LIGHTING IN A ROOM <\/td>\n<\/tr>\n
1075<\/td>\nSECTION 1206 YARDS OR COURTS
FIGURE 1206.1 YARDS AND COURTS <\/td>\n<\/tr>\n
1076<\/td>\nSECTION 1207 SOUND TRANSMISSION <\/td>\n<\/tr>\n
1077<\/td>\nFIGURE 1206.3 DIMENSIONS OF COURTS <\/td>\n<\/tr>\n
1078<\/td>\nSECTION 1208 INTERIOR SPACE DIMENSIONS
FIGURE 1208.2(1) MINIMUM CEILING HEIGHT\u2014ALLOWABLE PROJECTIONS IN ONE- AND TWO-FAMILY DWELLINGS <\/td>\n<\/tr>\n
1079<\/td>\nFIGURE 1208.2.1 FURRED CEILING HEIGHTS
FIGURE 1208.2(2) SLOPED CEILING HEIGHTS <\/td>\n<\/tr>\n
1080<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
1082<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1084<\/td>\nCHAPTER 13: ENERGY EFFICIENCY
GENERAL COMMENTS
PURPOSE
SECTION 1301 GENERAL
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1086<\/td>\nCHAPTER 14: EXTERIOR WALLS
GENERAL COMMENTS
PURPOSE
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
1089<\/td>\nSECTION 1404 MATERIALS <\/td>\n<\/tr>\n
1091<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n
1092<\/td>\nTABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
1093<\/td>\nFIGURE 1405.3.1(1) CLIMATE ZONES\u2014FROM FIGURE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1094<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1095<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1096<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1097<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1098<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1099<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1100<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1101<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1102<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1103<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1104<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1105<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1106<\/td>\nFIGURE 1405.3.1(2) CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY\u2014FROM TABLE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1107<\/td>\nFIGURE 1405.3.1(3) INTERNATIONAL CLIMATE ZONE DEFINITIONS\u2014FROM TABLE C301.3(1) OF THE IECC
FIGURE 1405.3.1(4) INTERNATIONAL CLIMATE ZONE DEFINITIONS\u2014FROM TABLE C301.3(2) OF THE IECC <\/td>\n<\/tr>\n
1108<\/td>\nTABLE 1405.3.2 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
1109<\/td>\nFIGURE 1405.4(1) FLASHING SIDING\/ROOF INTERFACE
FIGURE 1405.4(2) FLASHING AT SIDING\/WINDOW INTERFACE
FIGURE 1405.4(3) FLASHING UNDER WINDOW IN EXTERIOR WALL
FIGURE 1405.4(4) FLASHING AT VARIOUS POINTS <\/td>\n<\/tr>\n
1110<\/td>\nFIGURE 1405.4(5) FLASHING EXTENSION <\/td>\n<\/tr>\n
1112<\/td>\nFIGURE 1405.7 STONE VENEER WITH CONCRETE BACKING <\/td>\n<\/tr>\n
1114<\/td>\nFIGURE 1405.9 TERRA COTTA VENEER
FIGURE 1405.10(1) MASONRY VENEER ADHERED TO MASONRY BACKING <\/td>\n<\/tr>\n
1115<\/td>\nFIGURE 1405.10(2) MASONRY VENEER ADHERED TO STEEL-FRAME BACKING <\/td>\n<\/tr>\n
1120<\/td>\nFIGURE 1405.17 WOOD WEATHERBOARD ATTACHMENT
SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
1122<\/td>\nTABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS <\/td>\n<\/tr>\n
1123<\/td>\nFIGURE 1406.4 ORIEL WINDOW <\/td>\n<\/tr>\n
1124<\/td>\nSECTION 1407 METAL COMPOSITE MATERIALS (MCM)
FIGURE 1407.1(1) CONTINUOUS EDGE GRIP SYSTEM <\/td>\n<\/tr>\n
1125<\/td>\nFIGURE 1407.1(2) SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR)
FIGURE 1407.1(3) TYPICAL RUT AND RETURN SYSTEM SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR) <\/td>\n<\/tr>\n
1129<\/td>\nFIGURE 1407.11.3.4 FLAME BARRIER
TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS <\/td>\n<\/tr>\n
1131<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) <\/td>\n<\/tr>\n
1132<\/td>\nSECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
1134<\/td>\nSECTION 1410 PLASTIC COMPOSITE DECKING
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1136<\/td>\nCHAPTER 15: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
GENERAL COMMENTS
PURPOSE
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS <\/td>\n<\/tr>\n
1137<\/td>\nSECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
1138<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
1139<\/td>\nTABLE 1504.1.1 CLASSIFICATION OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
1141<\/td>\nSECTION 1505 FIRE CLASSIFICATION
TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION <\/td>\n<\/tr>\n
1142<\/td>\nTABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
1143<\/td>\nSECTION 1506 MATERIALS <\/td>\n<\/tr>\n
1144<\/td>\nSECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
1147<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
1150<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
1152<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
1156<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
1157<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
1158<\/td>\nFIGURE 1507.8.4(1) POSSIBLE WATER DAMAGE AT ICE DAMS <\/td>\n<\/tr>\n
1159<\/td>\nTABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
FIGURE 1507.8.4(2) PROTECTIVE ICE SHIELD <\/td>\n<\/tr>\n
1161<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
1162<\/td>\nTABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
1165<\/td>\nTABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
1166<\/td>\nSECTION 1508 ROOF INSULATION <\/td>\n<\/tr>\n
1167<\/td>\n[BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK <\/td>\n<\/tr>\n
1168<\/td>\nSECTION 1510 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
1173<\/td>\nSECTION 1511 REROOFING <\/td>\n<\/tr>\n
1174<\/td>\nSECTION 1512 PHOTOVOLTAIC PANELS AND MODULES
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1176<\/td>\nINDEX <\/td>\n<\/tr>\n
1214<\/td>\nVALUABLE GUIDES TO CHANGES IN THE 2015 I-CODES\u00ae <\/td>\n<\/tr>\n
1215<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
1216<\/td>\nINTERNATIONAL CODE COUNCIL’S TRAINING AND EDUCATION DEPARTMENT <\/td>\n<\/tr>\n
1217<\/td>\n2015 I-CODE ESSENTIALS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Building Code and Commentary Volume 1<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2015<\/td>\n1217<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":175829,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-175827","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","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\/175827","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\/175829"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=175827"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=175827"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=175827"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}