{"id":88332,"date":"2024-10-18T06:53:07","date_gmt":"2024-10-18T06:53:07","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ibc-commentary-volume1-2012\/"},"modified":"2024-10-24T20:19:16","modified_gmt":"2024-10-24T20:19:16","slug":"icc-ibc-commentary-volume1-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ibc-commentary-volume1-2012\/","title":{"rendered":"ICC IBC Commentary Volume1 2012"},"content":{"rendered":"

This comprehensive publication provides a convenient reference for regulations in chapters 1 through 15 of the 2012 International Building Code<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2012 INTERNATIONAL BUILDING CODE AND COMMENTARY VOLUME I <\/td>\n<\/tr>\n
2<\/td>\n2012 IBC 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
8<\/td>\nCHAPTER 1: SCOPE AND ADMINISTRATION
PART 1 SCOPE AND APPLICATION <\/td>\n<\/tr>\n
9<\/td>\nSECTION 101 GENERAL <\/td>\n<\/tr>\n
11<\/td>\nSECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
12<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
16<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
19<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS <\/td>\n<\/tr>\n
20<\/td>\nSECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
23<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES <\/td>\n<\/tr>\n
24<\/td>\nSECTION 109 FEES <\/td>\n<\/tr>\n
25<\/td>\nSECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
27<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
28<\/td>\nSECTION 112 SERVICE UTILITIES <\/td>\n<\/tr>\n
29<\/td>\nSECTION 113 BOARD OF APPEALS <\/td>\n<\/tr>\n
30<\/td>\nSECTION 114 VIOLATIONS
SECTION 115 STOP WORK ORDER <\/td>\n<\/tr>\n
31<\/td>\nSECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
BIBLIOGRAPHY <\/td>\n<\/tr>\n
34<\/td>\nCHAPTER 2: DEFINITIONS
SECTION 201 GENERAL <\/td>\n<\/tr>\n
35<\/td>\nSECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
38<\/td>\nFIGURE 202.1(1) AISLES AND AISLE ACCESSWAYS <\/td>\n<\/tr>\n
39<\/td>\nFIGURE 202.1(2) ANCHOR BOLTS
FIGURE 202.1(3) MASONRY\/FLOOR ANCHOR BOLT CONNECTOR <\/td>\n<\/tr>\n
40<\/td>\nFIGURE 202.1(4) COVERED MALL BUILDING <\/td>\n<\/tr>\n
41<\/td>\nFIGURE 202.1(5) EXAMPLE OF ANNULAR SPACE <\/td>\n<\/tr>\n
42<\/td>\nFIGURE 202.1(7) BUILDING AREA\u2014PROJECTED
FIGURE 202.1(6) GROSS CROSS-SECTIONAL AREA FOR SINGLE WYTHE WALL UNDER LOAD <\/td>\n<\/tr>\n
46<\/td>\nFIGURE 202.2(1) STORY ABOVE GRADE <\/td>\n<\/tr>\n
47<\/td>\nFIGURE 202.2(2) MASONRY CONSTRUCTION TERMS <\/td>\n<\/tr>\n
48<\/td>\nFIGURE 202.2(3) GROUP R-2\u2014BOARDING HOUSE (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
62<\/td>\nFIGURE 202.4(1) SPECIFIED AND NOMINAL DIMENSIONS FOR NOMINAL 8 \u00c3\u2014 8 \u00c3\u2014 16 CONCRETE MASONRY UNITS
FIGURE 202.4(2) BALANCED DOOR <\/td>\n<\/tr>\n
63<\/td>\nFIGURE 202.4(3) GROUP R-2\u2014DORMITORY
FIGURE 202.4(4) EXAMPLE OF DRAFTSTOPPING <\/td>\n<\/tr>\n
64<\/td>\nFIGURE 202.4(5) EXAMPLE OF DRAFTSTOPPING <\/td>\n<\/tr>\n
67<\/td>\nFIGURE 202.5(1) EXIT <\/td>\n<\/tr>\n
68<\/td>\nFIGURE 202.5(2) EXIT ACCESS
FIGURE 202.5(3) EXIT DISCHARGE <\/td>\n<\/tr>\n
69<\/td>\nFIGURE 202.5(4) EXIT DISCHARGE, LEVEL OF <\/td>\n<\/tr>\n
70<\/td>\nFIGURE 202.5(5) EXIT HORIZONTAL <\/td>\n<\/tr>\n
74<\/td>\nFIGURE 202.6(1) EXAMPLE OF FIRE BARRIER <\/td>\n<\/tr>\n
76<\/td>\nFIGURE 202.6(2) EXAMPLES OF FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
77<\/td>\nFIGURE 202.6(3) FIRE SEPARATION DISTANCE MEASURED TO AN INTERIOR LOT LINE
FIGURE 202.6(4) FIRE SEPARATION DISTANCE MEASURED TO AN INTERIOR LOT LINE <\/td>\n<\/tr>\n
78<\/td>\nFIGURE 202.6(5) FIRE SEPARATION DISTANCE MEASURED TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE SAME LOT <\/td>\n<\/tr>\n
84<\/td>\nFIGURE 202.7(1) DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE SLOPES UNIFORMLY ALONG THE ENTIRE LENGTH OF THE EXTERIOR WALLS <\/td>\n<\/tr>\n
85<\/td>\nFIGURE 202.7(2) DETERMINATION OF GRADE PLANE ELEVATIONS WHERE GRADE AND EXTERIOR WALLS ARE IRREGULAR
FIGURE 202.7(3) DETERMINATION OF GRADE PLANE WHERE GRADE SLOPES AWAY FROM THE EXTERIOR WALL <\/td>\n<\/tr>\n
86<\/td>\nFIGURE 202.7(4) DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE DOES NOT SLOPE UNIFORMLY ALONG THE LENGTH OF THE EXTERIOR WALLS <\/td>\n<\/tr>\n
89<\/td>\nFIGURE 202.8(1) BUILDING HEIGHT <\/td>\n<\/tr>\n
90<\/td>\nFIGURE 202.8(2) HIGH-RISE BUILDING <\/td>\n<\/tr>\n
91<\/td>\nFIGURE 202.8(3) EXAMPLES OF HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
101<\/td>\nFIGURE 202.13(1) EXAMPLES OF SINGLE MEMBRANE PENETRATION <\/td>\n<\/tr>\n
113<\/td>\nFIGURE 202.18(1) RUNNING BOND MASONRY <\/td>\n<\/tr>\n
118<\/td>\nFIGURE 202.19(1) SMOKE BARRIER <\/td>\n<\/tr>\n
128<\/td>\nFIGURE 202.20(1) EXAMPLES OF THROUGH-PENETRATION FIRESTOP SYSTEMS <\/td>\n<\/tr>\n
137<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
140<\/td>\nCHAPTER 3: USE AND OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
141<\/td>\nSECTION 301 GENERAL
SECTION 302 CLASSIFICATION <\/td>\n<\/tr>\n
142<\/td>\nFIGURE 302.1 GROUP CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
143<\/td>\nFIGURE 303.1.2(1) ACCESSORY ASSEMBLY USE LIMITED BY OCCUPANT LOAD
FIGURE 303.1.2(2) ACCESSORY ASSEMBLY USE GREATER THAN 10% OF FLOOR AREA BUT LESS THAN 750 SQ. FT. <\/td>\n<\/tr>\n
144<\/td>\nFIGURE 303.2(1) GROUP A-1 <\/td>\n<\/tr>\n
145<\/td>\nFIGURE 303.2(2) GROUP A-1
FIGURE 303.3 GROUP A-2 <\/td>\n<\/tr>\n
147<\/td>\nSECTION 304 BUSINESS GROUP B <\/td>\n<\/tr>\n
148<\/td>\nSECTION 305 EDUCATIONAL GROUP E <\/td>\n<\/tr>\n
149<\/td>\nSECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
151<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
156<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
157<\/td>\nTABLE 307.1(1)\u2014(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
158<\/td>\nTABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
161<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
163<\/td>\nFIGURE 308.4(1) GROUP I-2\u2014HOSPITAL
FIGURE 308.4(2) GROUP I-2\u2014NURSING HOME <\/td>\n<\/tr>\n
164<\/td>\nFIGURE 308.5 GROUP I-3\u2014OCCUPANCY CONDITIONS <\/td>\n<\/tr>\n
165<\/td>\nFIGURE 308.5.1 CONDITION 1 <\/td>\n<\/tr>\n
166<\/td>\nFIGURE 308.5.2 CONDITION 2
FIGURE 308.5.3 CONDITION 3 <\/td>\n<\/tr>\n
167<\/td>\nFIGURE 308.5.4 CONDITION 4 <\/td>\n<\/tr>\n
168<\/td>\nFIGURE 308.5.5 CONDITION 5 <\/td>\n<\/tr>\n
169<\/td>\nSECTION 309 MERCANTILE GROUP M <\/td>\n<\/tr>\n
170<\/td>\nFIGURE 309.1(1) GROUP M\u2014DEPARTMENT STORE
FIGURE 309.1(2) GROUP M\u2014SELF-SERVICE GAS STATION(NO CAR REPAIR IS DONE) <\/td>\n<\/tr>\n
171<\/td>\nSECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
172<\/td>\nFIGURE 310.3 GROUP R-1\u2014HOTEL <\/td>\n<\/tr>\n
173<\/td>\nFIGURE 310.4(1) GROUP R-2\u2014APARTMENTS (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
174<\/td>\nFIGURE 310.4(2) GROUP R-2\u2014DORMITORY (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
175<\/td>\nFIGURE 310.5(1) GROUP R-3\u2014MIXED OCCUPANCY BUILDING <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 310.5(2) GROUP R-3\u2014MIXED OCCUPANCY BUILDING
SECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
177<\/td>\nFIGURE 311.2 GROUP S-1\u2014REPAIR GARAGES <\/td>\n<\/tr>\n
178<\/td>\nFIGURE 311.3 GROUP S-2\u2014ENCLOSED PARKING GARAGE <\/td>\n<\/tr>\n
179<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U
BIBLIOGRAPHY <\/td>\n<\/tr>\n
182<\/td>\nCHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
183<\/td>\nFIGURE 402.1 COVERED MALL BUILDING <\/td>\n<\/tr>\n
185<\/td>\nFIGURE 402.1.2 OPEN MALL PERIMETER <\/td>\n<\/tr>\n
187<\/td>\nFIGURE 402.4 TENANT SPACE AND ANCHOR BUILDING SEPARATIONS <\/td>\n<\/tr>\n
189<\/td>\nFIGURE 402.4.3 MINIMUM WIDTH OF OPEN MALL <\/td>\n<\/tr>\n
192<\/td>\nFIGURE 402.6.4 STOREFRONT SIGNAGE WITH PLASTIC SIGNS <\/td>\n<\/tr>\n
194<\/td>\nFIGURE 402.8 MEANS OF EGRESS <\/td>\n<\/tr>\n
195<\/td>\nEQUATION 4-1
FIGURE 402.8.1.1 COVERED MALL MINIMUM WIDTH <\/td>\n<\/tr>\n
198<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
199<\/td>\nFIGURE 403.1(1) HIGH-RISE BUILDING <\/td>\n<\/tr>\n
200<\/td>\nFIGURE 403.1(2) HIGH-RISE BUILDINGS\u2014STACK EFFECT <\/td>\n<\/tr>\n
201<\/td>\nFIGURE 403.1(3) HIGH-RISE BUILDINGS\u2014EVACUATION TIMES <\/td>\n<\/tr>\n
203<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
208<\/td>\nFIGURE 403.5.1 HIGH-RISE BUILDINGS: REMOTENESS OF EXIT STAIRWAYS <\/td>\n<\/tr>\n
211<\/td>\nFIGURE403.6.1 HIGH-RISE BUILDINGS: FIRE SERVICE ACCESS ELEVATORS <\/td>\n<\/tr>\n
212<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
215<\/td>\nFIGURE 404.6(1) ENCLOSURE OF ATRIUMS (EXCEPTION 1)
FIGURE 404.6(2) ENCLOSURE OF ATRIUMS (EXCEPTION 3) <\/td>\n<\/tr>\n
216<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
217<\/td>\nFIGURE 405.1 EXAMPLES OF UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
219<\/td>\nFIGURE 405.4 EXAMPLE OF COMPARTMENTATION, ELEVATOR PROTECTION AND EGRESS OF AN UNDERGROUND BUILDING <\/td>\n<\/tr>\n
220<\/td>\nFIGURE 405.4.1 EXAMPLE OF HORIZONTAL COMPARTMENTATION <\/td>\n<\/tr>\n
222<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
228<\/td>\nFIGURE 406.5.2 TWO-STORY OPEN PARKING GARAGE <\/td>\n<\/tr>\n
229<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
233<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
235<\/td>\nFIGURE 407.2.1 GROUP I-2: WAITING ROOMS AND SIMILAR AREAS
FIGURE 407.2.2 GROUP I-2: CARE PROVIDERS\u2019 STATION <\/td>\n<\/tr>\n
237<\/td>\nFIGURE 407.3 GROUP I-2: CORRIDOR WALLS <\/td>\n<\/tr>\n
238<\/td>\nFIGURE 407.4.3 GROUP I-2 EXAMPLE OF SUITE <\/td>\n<\/tr>\n
239<\/td>\nFIGURE 407.4.3.5.3 MEANS OF EGRESS TRAVEL IN SUITES WITH GROUP I-2 PATIENT SLEEPING ROOMS <\/td>\n<\/tr>\n
241<\/td>\nFIGURE 407.5 GROUP I-2: SMOKE BARRIER <\/td>\n<\/tr>\n
242<\/td>\nFIGURE 407.5.2(1) ACCEPTABLE EGRESS ARRANGEMENT <\/td>\n<\/tr>\n
243<\/td>\nFIGURE 407.5.2(2) UNACCEPTABLE EGRESS ARRANGEMENT <\/td>\n<\/tr>\n
244<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
245<\/td>\nFIGURE 408.1 GROUP I-3: OCCUPANCY CONDITIONS <\/td>\n<\/tr>\n
249<\/td>\nFIGURE 408.4.1 GROUP I-3: MANUAL RELEASE <\/td>\n<\/tr>\n
250<\/td>\nFIGURE 408.5(1) GROUP I-3: VERTICAL OPENINGS <\/td>\n<\/tr>\n
251<\/td>\nFIGURE 408.5(2) GROUP I-3: VERTICAL OPENINGS <\/td>\n<\/tr>\n
252<\/td>\nFIGURE 408.6.1 GROUP I-3: SMOKE COMPARTMENTS <\/td>\n<\/tr>\n
253<\/td>\nFIGURE 408.6.2 GROUP I-3: REFUGE AREA <\/td>\n<\/tr>\n
254<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
256<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
262<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
264<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
265<\/td>\nTABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
269<\/td>\nTABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
272<\/td>\nSECTION 413 COMBUSTIBLE STORAGE <\/td>\n<\/tr>\n
273<\/td>\nSECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
274<\/td>\nFIGURE 414.2 CONTROL AREAS <\/td>\n<\/tr>\n
275<\/td>\nTABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
276<\/td>\nFIGURE 414.2.2 CONTROL AREAS <\/td>\n<\/tr>\n
278<\/td>\nTABLE 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
279<\/td>\nTABLE 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
281<\/td>\nTABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
284<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
286<\/td>\nTABLE 415.5.2 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
293<\/td>\nTABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
297<\/td>\nFIGURE 415.10.2 ALLOWABLE HPM CORRIDOR ARRANGEMENTS <\/td>\n<\/tr>\n
304<\/td>\nFIGURE 415.10.11.1 CROSS-SECTIONAL DIAMETERS OF VARIOUS-SHAPED DUCTS <\/td>\n<\/tr>\n
305<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
306<\/td>\nSECTION 417 DRYING ROOMS <\/td>\n<\/tr>\n
307<\/td>\nSECTION 418 ORGANIC COATINGS <\/td>\n<\/tr>\n
308<\/td>\nSECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n
311<\/td>\nSECTION 420 GROUPS I-1, R-1, R-2, R-3
SECTION 421 HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
314<\/td>\nSECTION 422 AMBULATORY CARE FACIILITIES <\/td>\n<\/tr>\n
315<\/td>\nSECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n
316<\/td>\nSECTION 424 CHILDREN\u2019S PLAY STRUCTURES <\/td>\n<\/tr>\n
317<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
320<\/td>\nCHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
321<\/td>\nSECTION 501 GENERAL
SECTION 502 DEFINITIONS <\/td>\n<\/tr>\n
322<\/td>\nSECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
FIGURE 503.1 MINIMUM CONSTRUCTION TYPE IN ACCORDANCE WITH TABLE 503 <\/td>\n<\/tr>\n
324<\/td>\nTABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
325<\/td>\nTABLE 503\u2014continued ALLOWABLE BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
326<\/td>\nFIGURE 503.1.2 (1) BUILDINGS ON SAME LOT <\/td>\n<\/tr>\n
327<\/td>\nFIGURE 503.1.2(2) TWO BUILDINGS ON SAME LOT CREATED BY FIRE WALL
SECTION 504 BUILDING HEIGHT <\/td>\n<\/tr>\n
329<\/td>\nSECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
332<\/td>\nSECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1 <\/td>\n<\/tr>\n
333<\/td>\nEQUATION 5-2 <\/td>\n<\/tr>\n
334<\/td>\nFIGURE 506.2(1) FRONTAGE INCREASE\u2014FIRE WALL
FIGURE 506.2(2) FRONTAGE INCREASE
EQUATION 5-3 <\/td>\n<\/tr>\n
335<\/td>\nFIGURE 506.2.1(1) FRONTAGE INCREASE\u2014THREE SIDES
FIGURE 506.2.1(2) FRONTAGE INCREASE\u2014FOUR SIDES <\/td>\n<\/tr>\n
336<\/td>\nFIGURE 506.2.2(1) ACCESS TO OPEN SPACE
FIGURE 506.2.2(2) ACCESS TO OPEN SPACE <\/td>\n<\/tr>\n
341<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 507.1 REQUIRED SEPARATION FOR UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
346<\/td>\nFIGURE 507.8.1.1 USE GROUP H-2 NOT LOCATED AT THE PERIMETER OF AN UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n
347<\/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
349<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
350<\/td>\nFIGURE 508.2.1(1) ACCESSORY USES LIMITED BY FLOOR AREA
FIGURE 508.2.1(2) ACCESSORY USES LIMITED BY TABULAR AREA <\/td>\n<\/tr>\n
352<\/td>\nFIGURE 508.3 NONSEPARATED USES <\/td>\n<\/tr>\n
357<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <\/td>\n<\/tr>\n
358<\/td>\nFIGURE 508.4(1) SEPARATED OCCUPANCIES\u2014EXAMPLE 1 <\/td>\n<\/tr>\n
359<\/td>\nFIGURE 508.4(2) SEPARATED OCCUPANCIES\u2014EXAMPLE 1: LOCATION ON STORIES <\/td>\n<\/tr>\n
360<\/td>\nFIGURE 508.4(3) SEPARATED OCCUPANCIES\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
361<\/td>\nFIGURE 508.4(4) SEPARATED OCCUPANCIES\u2014EXAMPLE 3 <\/td>\n<\/tr>\n
362<\/td>\nSECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
363<\/td>\nTABLE 509 INCIDENTAL USES
SECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
365<\/td>\nFIGURE 510.2 HORIZONTAL BUILDING SEPARATION <\/td>\n<\/tr>\n
367<\/td>\nFIGURE 510.4 EXAMPLE R-1 OVER ENCLOSED PARKING <\/td>\n<\/tr>\n
368<\/td>\nFIGURE 510.5 EXAMPLE TYPE IIIA, GROUP R-2 HEIGHT INCREASE <\/td>\n<\/tr>\n
369<\/td>\nFIGURE 510.6 EXAMPLE TYPE IIIA, GROUP R-2 HEIGHT INCREASE <\/td>\n<\/tr>\n
370<\/td>\nFIGURE 510.7 OPEN PARKING BELOW OTHER GROUPS <\/td>\n<\/tr>\n
372<\/td>\nFIGURE 510.8 EXAMPLES S-2 PARKING OVER GROUP B AND M OCCUPANCIES
FIGURE 510.9 MULTIPLE SEPARATE BUILDINGS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
374<\/td>\nCHAPTER 6: TYPES OF CONSTRUCTION
SECTION 601 GENERAL <\/td>\n<\/tr>\n
375<\/td>\nTABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) <\/td>\n<\/tr>\n
377<\/td>\nFIGURE 601(1) PROTECTION OF SECONDARY MEMBERS
FIGURE 601(2) PROTECTION OF ROOF CONSTRUCTION <\/td>\n<\/tr>\n
378<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n
379<\/td>\nFIGURE 602(1) DETERMINING FIRE SEPARATION DISTANCE
FIGURE 602(2) DETERMINING FIRE SEPARATION DISTANCE FOR MULTISTORY BUILDINGS <\/td>\n<\/tr>\n
380<\/td>\nSECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
381<\/td>\nFIGURE 602.2 EXAMPLES OF TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
382<\/td>\nFIGURE 602.3 EXAMPLE OF TYPE III CONSTRUCTION
TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES <\/td>\n<\/tr>\n
383<\/td>\nFIGURE 602.4.1(1) HEAVY TIMBER\u2014FLOOR BEAM AND COLUMN FRAMING <\/td>\n<\/tr>\n
384<\/td>\nFIGURE 602.4.1(2) COLUMN\/FLOOR BEAM CONNECTIONS <\/td>\n<\/tr>\n
385<\/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
386<\/td>\nFIGURE 602.4.4(1) CONCEALED SPACES <\/td>\n<\/tr>\n
387<\/td>\nFIGURE 602.4.4(2) HEAVY TIMBER FLOORING <\/td>\n<\/tr>\n
388<\/td>\nFIGURE 602.5 EXAMPLE OF TYPE V CONSTRUCTION
SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
390<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
392<\/td>\nCHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL <\/td>\n<\/tr>\n
393<\/td>\nSECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
394<\/td>\nFIGURE 703.2 STANDARD TIME-TEMPERATURE CURVE <\/td>\n<\/tr>\n
399<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
400<\/td>\nFIGURE 704.2 COLUMN PROTECTION
FIGURE 704.3 INDIVIDUAL FIRE PROTECTION METHOD <\/td>\n<\/tr>\n
401<\/td>\nFIGURE 704.4 MEMBRANE FIRE PROTECTION METHOD <\/td>\n<\/tr>\n
404<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
406<\/td>\nFIGURE 705.2 PROJECTIONS FROM EXTERIOR WALLS <\/td>\n<\/tr>\n
408<\/td>\nFIGURE 705.6 TYPE IIB AND VB EXTERIOR FIRE-RESISTANCE-RATED WALL CONTINUITY AND STRUCTURAL STABILITY
EQUATION 7-1 <\/td>\n<\/tr>\n
409<\/td>\nFIGURE 705.7 EQUIVALENT OPENING FACTOR
EXAMPLE 705.7 ELEVATION OF EXTERIOR WALL <\/td>\n<\/tr>\n
411<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
412<\/td>\nFIGURE 705.8.1 EXAMPLES OF PERMITTED UNLIMITED OPENING AREA IN THE FIRST STORY
EQUATION 7-2 <\/td>\n<\/tr>\n
413<\/td>\nFIGURE 705.8.5(1) EXTERIOR WALL VERTICAL FLAME BARRIER <\/td>\n<\/tr>\n
414<\/td>\nFIGURE 705.8.5(2) EXTERIOR WALL HORIZONTAL FLAME BARRIER <\/td>\n<\/tr>\n
415<\/td>\nFIGURE 705.8.6 VERTICAL FIRE EXPOSURE OF ADJACENT BUILDING <\/td>\n<\/tr>\n
417<\/td>\nSECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
418<\/td>\nFIGURE 705.11.1(1) PARAPET WALL EXTENSION WITH SLOPING 100% NONSPRINKLERED BUILDING
FIGURE 705.11.1(2) PARAPET WALL EXTENSION WITH SLOPING ROOF SPRINKLERED BUILDING <\/td>\n<\/tr>\n
419<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
420<\/td>\nFIGURE 706.2(1) DETAILS OF MASONRY FIRE WALL FOR STABILITY <\/td>\n<\/tr>\n
421<\/td>\nFIGURE 706.2(2) DETAILS OF GYPSUM BOARD AREA SEPARATION WALLS (FIREWALL) <\/td>\n<\/tr>\n
422<\/td>\nFIGURE 706.4(1) RELATIONSHIP BETWEENFUEL LOAD AND FIRE ENDURANCE
FIGURE 706.4(2) OCCUPANCIES\u2014FUEL LOAD\u2014FIRE SEVERITY <\/td>\n<\/tr>\n
424<\/td>\nFIGURE 706.5.1(1) EXAMPLE OF METHOD 1 <\/td>\n<\/tr>\n
425<\/td>\nFIGURE 706.5.1(2) EXAMPLE OF METHOD 2 <\/td>\n<\/tr>\n
426<\/td>\nFIGURE 706.5.1(3) EXAMPLE OF METHOD 2 <\/td>\n<\/tr>\n
427<\/td>\nFIGURE 706.6 GENERIC FIRE WALL EXAMPLE <\/td>\n<\/tr>\n
428<\/td>\nFIGURE 706.6.1(1) FIRE WALLS\u2014STEPPED BUILDINGS <\/td>\n<\/tr>\n
429<\/td>\nFIGURE 706.6.1(2) FIRE WALLS\u2014STEPPED BUILDINGS
FIGURE 706.6.1(3) FIRE WALLS\u2014EXTENSION EXCEPTION <\/td>\n<\/tr>\n
430<\/td>\nFIGURE 706.6.2 FIRE WALL EXTENSION AT SLOPING ROOF > 2:12 <\/td>\n<\/tr>\n
431<\/td>\nSECTION 707 FIRE BARRIERS <\/td>\n<\/tr>\n
432<\/td>\nTABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
433<\/td>\nFIGURE 707.5 CONTINUITY OF FIRE BARRIERS <\/td>\n<\/tr>\n
436<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
437<\/td>\nFIGURE 708.4(1) CONTINUITY OF FIRE PARTITIONS <\/td>\n<\/tr>\n
438<\/td>\nFIGURE 708.4 (2)(A) FIRE PARTITION CONTINUITY <\/td>\n<\/tr>\n
439<\/td>\nFIGURE 708.4(2)(B) FIRE PARTITION CONTINUITY <\/td>\n<\/tr>\n
440<\/td>\nFIGURE 708.4(2)(C) FIRE PARTITION CONTINUITY <\/td>\n<\/tr>\n
441<\/td>\nSECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
443<\/td>\nFIGURE 709.5 ACCEPTABLE MEETING EDGES OF DOUBLE MEANS OF EGRESS DOORS
SECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
445<\/td>\nSECTION 711 HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
446<\/td>\nFIGURE 711.3.1 CEILING PANELS USED IN FIRE-RESISTANCE-RATED ASSEMBLIES <\/td>\n<\/tr>\n
447<\/td>\nFIGURE 711.3.3(1) UNUSABLE SPACE ABOVE A FIRE-RESISTANCE-RATED ASSEMBLY <\/td>\n<\/tr>\n
448<\/td>\nFIGURE 711.3.3(2) UNUSABLE SPACE BELOW A FIRE-RESISTANCE-RATED ASSEMBLY
FIGURE 711.4(1) CONTINUITY OF FIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY <\/td>\n<\/tr>\n
449<\/td>\nFIGURE 711.4(2) PIPE PENETRATION OF FIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY <\/td>\n<\/tr>\n
450<\/td>\nSECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
451<\/td>\nFIGURE 712.1.3.1 SHAFT ENCLOSURE\u2014DRAFT CURTAIN EXCEPTION <\/td>\n<\/tr>\n
452<\/td>\nFIGURE 712.1.3.2 SHAFT ENCLOSURE\u2014SHUTTERS EXCEPTION <\/td>\n<\/tr>\n
453<\/td>\nFIGURE 712.1.8 TWO-STORY SHAFT ENCLOSURE EXCEPTION <\/td>\n<\/tr>\n
454<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
455<\/td>\nFIGURE 713.4 VERTICAL SHAFTS\u2014FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
456<\/td>\nFIGURE 713.7 PROTECTED OPENING IN SHAFT ENCLOSURE <\/td>\n<\/tr>\n
457<\/td>\nFIGURE 713.11(1) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURES METHOD 1
FIGURE 713.11(2) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE ROOM METHOD 2
FIGURE 713.11(2) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE ROOM METHOD 2 <\/td>\n<\/tr>\n
458<\/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
459<\/td>\nFIGURE 713.11(5) VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE EXCEPTION 3 <\/td>\n<\/tr>\n
460<\/td>\nFIGURE 713.12 VERTICAL SHAFTS\u2014TOP ENCLOSURE AT FLOOR <\/td>\n<\/tr>\n
461<\/td>\nFIGURE 713.13.3 REFUSE CHUTE (FIRE BARRIER OPTION) <\/td>\n<\/tr>\n
464<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
466<\/td>\nFIGURE 714.3.1(1) VERTICAL SHAFTS\u2014COMBUSTIBLE PENETRATIONS
FIGURE 714.3.1(2) COMBUSTIBLE PIPE PENETRATION OF FIRE-RESISTANCE-RATED WALL <\/td>\n<\/tr>\n
467<\/td>\nFIGURE 714.3.1(3) EXAMPLES OF ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 714.3.2(1) OUTLET BOXES IN RATED ASSEMBLIES <\/td>\n<\/tr>\n
471<\/td>\nFIGURE 714.3.2(2) EXCEPTION TO ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
472<\/td>\nFIGURE 714.4.1(1) NONCOMBUSTIBLE PENETRATION OF A FIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY <\/td>\n<\/tr>\n
473<\/td>\nFIGURE 714.4.1(2) EXAMPLES OF ANNULAR SPACE PROTECTION WITH SLEEVES <\/td>\n<\/tr>\n
474<\/td>\nFIGURE 714.4.1.1.2 EXAMPLE OF CABLING THROUGH-PENETRATION FIRESTOP SYSTEM <\/td>\n<\/tr>\n
475<\/td>\nFIGURE 714.4.1.2(1) PROTECTION OF PENETRATIONS THROUGH CEILING MEMBRANE OF FIRE-RESISTANCE-RATED ASSEMBLY
FIGURE 714.4.1.2(2) NONCOMBUSTIBLE PIPE PENETRATIONS OF CEILING MEMBRANE OF AFIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY <\/td>\n<\/tr>\n
478<\/td>\nFIGURE 714.4.2.1 NONCOMBUSTIBLE PIPE PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES
SECTION 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
479<\/td>\nFIGURE 715.1 EXAMPLES OF JOINT LOCATIONS <\/td>\n<\/tr>\n
482<\/td>\nFIGURE 715.4 EXTERIOR CURTAIN WALL\/FLOOR INTERSECTION <\/td>\n<\/tr>\n
483<\/td>\nSECTION 716 OPENING PROTECTIVES
TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
484<\/td>\nFIGURE 716.3(1) FIRE-RATED GLAZING LOCATIONS
TABLE 716.3(1) MARKINGS OF FIRE RATED GLAZING <\/td>\n<\/tr>\n
487<\/td>\nTABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
488<\/td>\nTABLE 716.5\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
493<\/td>\nTABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
495<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
498<\/td>\nTABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
500<\/td>\nFIGURE 717.5 FIRE DAMPERS IN RATED WALL <\/td>\n<\/tr>\n
502<\/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
504<\/td>\nFIGURE 717.5.4(1) FIRE DAMPERS\u2014EXCEPTION 1
FIGURE 717.5.4(2) FIRE DAMPERS\u2014EXCEPTION 2 <\/td>\n<\/tr>\n
506<\/td>\nFIGURE 717.6.1(1) AIR DUCT PENETRATION OF A FIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY
FIGURE 717.6.1(2) AIR DUCT PENETRATION OF A FIRE-RESISTANCE-RATED ROOF ASSEMBLY <\/td>\n<\/tr>\n
508<\/td>\nFIGURE 717.6.3(1) DUCT PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES <\/td>\n<\/tr>\n
509<\/td>\nFIGURE 717.6.3(2) FIRE DAMPERS IN DUCTS PENETRATING NONFIRE-RESISTANCE-RATED ASSEMBLIES
SECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
511<\/td>\nFIGURE 718.2.3(1) FIREBLOCKING\u2014SOFFITS <\/td>\n<\/tr>\n
512<\/td>\nFIGURE 718.2.3(2) FIREBLOCKING\u2014DROP CEILINGS
FIGURE 718.2.3(3) FIREBLOCKING\u2014COVE CEILING <\/td>\n<\/tr>\n
513<\/td>\nFIGURE 718.2.4 FIREBLOCKING\u2014STAIRS <\/td>\n<\/tr>\n
514<\/td>\nFIGURE 718.2.7 FIREBLOCKING\u2014CONCEALED FLOOR SPACES <\/td>\n<\/tr>\n
515<\/td>\nFIGURE 718.3.2 DRAFTSTOPPING\u2014GROUPS R-1, R-2, R-3 AND R-4 AT TENANT AND DWELLING UNIT SEPARATIONS <\/td>\n<\/tr>\n
516<\/td>\nFIGURE 718.3.3 DRAFTSTOPPING\u2014CONCEALED FLOOR SPACES, OTHER GROUP <\/td>\n<\/tr>\n
517<\/td>\nFIGURE 718.4.2(1) DRAFTSTOPPING AT TENANT AND DWELLING UNIT SEPARATIONS <\/td>\n<\/tr>\n
518<\/td>\nFIGURE 718.4.2(2) DRAFTSTOPPING IN LINE WITH TENANT AND DWELLING UNIT SEPARATION WALLS <\/td>\n<\/tr>\n
519<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
520<\/td>\nFIGURE 720.2 CONCEALED INSULATION <\/td>\n<\/tr>\n
521<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
522<\/td>\nFIGURE 721.1.1 (1) STEEL COLUMN ENCASED IN CONCRETE <\/td>\n<\/tr>\n
523<\/td>\nFIGURE 721.1.1(2) REINFORCING STEEL IN CONCRETE COLUMNS, BEAMS, GIRDERS AND TRUSSES <\/td>\n<\/tr>\n
524<\/td>\nFIGURE 721.1(2) (a) CONCRETE WALL
FIGURE 721.1(2) (b) METAL STUD WALL WITH PLASTER <\/td>\n<\/tr>\n
525<\/td>\nFIGURE 721.1(3) WOOD FLOOR TRUSS <\/td>\n<\/tr>\n
526<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
527<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
528<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
529<\/td>\nTABLE 721.1(1) \u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
530<\/td>\nTABLE 721.1(2)RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
531<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
532<\/td>\nTABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
533<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
534<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
535<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
536<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
537<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
538<\/td>\nTABLE 721.1(2)\u2014continuedRATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa <\/td>\n<\/tr>\n
539<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
540<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
541<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
542<\/td>\nTABLE 721.1(3) \u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
543<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
544<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa <\/td>\n<\/tr>\n
545<\/td>\nTABLE 721.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
546<\/td>\nTABLE 721.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
547<\/td>\nTABLE 721.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
548<\/td>\nTABLE 721.1(3)\u2014continuedMINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
SECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
550<\/td>\nTABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3
EQUATION 7-4 <\/td>\n<\/tr>\n
551<\/td>\nFIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
TABLE 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
552<\/td>\nFIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
553<\/td>\nTABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
554<\/td>\nTABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
555<\/td>\nTABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS <\/td>\n<\/tr>\n
556<\/td>\nEQUATION 7-5
FIGURE 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
557<\/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
558<\/td>\nTABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
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) <\/td>\n<\/tr>\n
559<\/td>\nTABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb
TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
560<\/td>\nTABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
561<\/td>\nEQUATION 7-6 <\/td>\n<\/tr>\n
562<\/td>\nTABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
563<\/td>\nEQUATION 7-7
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) <\/td>\n<\/tr>\n
564<\/td>\nEQUATION 7-8
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS <\/td>\n<\/tr>\n
565<\/td>\nEQUATION 7-9
TABLE 722.4.1(3) VALUES OF Rn 0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS <\/td>\n<\/tr>\n
566<\/td>\nTABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10
EQUATION 7-11 <\/td>\n<\/tr>\n
567<\/td>\nFIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
EQUATION 7-12 <\/td>\n<\/tr>\n
568<\/td>\nFIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
569<\/td>\nFIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
EQUATION 7-13
FIGURE 721.5.1(5) WIDE FLANGE STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
FIGURE 722.5.1.2.1 EXAMPLE\u2014STEEL COLUMN PROTECTED WITH WALLBOARD <\/td>\n<\/tr>\n
571<\/td>\nEQUATION 7-14
FIGURE 722.5.1.3 EXAMPLE\u2014SPRAY-APPLIED MATERIALS, FIRE ENDURANCE TEST DATA
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b <\/td>\n<\/tr>\n
572<\/td>\nEQUATION 7-15
EQUATION 7-16 <\/td>\n<\/tr>\n
573<\/td>\nFIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS <\/td>\n<\/tr>\n
574<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n
575<\/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
576<\/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
577<\/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
578<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
579<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
580<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
581<\/td>\nTABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE722.5.1(6)(c)] <\/td>\n<\/tr>\n
582<\/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 COVERSa [FIGURE 722.5.1(6)(a)] <\/td>\n<\/tr>\n
583<\/td>\nEQUATION 7-17 <\/td>\n<\/tr>\n
584<\/td>\nFIGURE 722.6 EXAMPLE\u2014WOOD STUD WALL WITH WALLBOARD
TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d <\/td>\n<\/tr>\n
585<\/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 FRAMINGa
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
586<\/td>\nEQUATION 7-18
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21 <\/td>\n<\/tr>\n
587<\/td>\nFIGURE 722.6.3(1) LOAD FIGURE
FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
590<\/td>\nCHAPTER 8: INTERIOR FINISHES
SECTION 801 GENERAL <\/td>\n<\/tr>\n
591<\/td>\nSECTION 802 DEFINITIONS <\/td>\n<\/tr>\n
592<\/td>\nSECTION 803 WALL AND CEILING FINISHES
FIGURE 803.1(1) ASTM E 84 TUNNEL TEST
FIGURE 803.1(2) FLAME IN TUNNEL TEST <\/td>\n<\/tr>\n
593<\/td>\nTABLE 803.1(3) TYPICAL FLAME SPREAD OF COMMON MATERIALS
FIGURE 803.1.2(1) ROOM CORNER TEST <\/td>\n<\/tr>\n
594<\/td>\nFIGURE 803.1.2(2) FLAME IN ROOM CORNER TEST <\/td>\n<\/tr>\n
597<\/td>\nTABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <\/td>\n<\/tr>\n
598<\/td>\nFIGURE 803.11.2 SET-OUT CONSTRUCTION <\/td>\n<\/tr>\n
599<\/td>\nFIGURE 803.11.4 THIN INTERIOR FINISHES <\/td>\n<\/tr>\n
600<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
FIGURE 804.2 RADIANT FLOOR PANEL TEST (NFPA 253) <\/td>\n<\/tr>\n
601<\/td>\nSECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
602<\/td>\nSECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
604<\/td>\nFIGURE 806.5(1) TRIM COVERAGE AREA
FIGURE 806.5(2) MAXIMUM DIMENSION\u2014FOAM PLASTIC TRIM
SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
605<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
608<\/td>\nCHAPTER 9: FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL <\/td>\n<\/tr>\n
611<\/td>\nSECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
612<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
613<\/td>\nFIGURE 903.2 SUMMARY OF OCCUPANCY-RELATED AUTOMATIC SPRINKLER THRESHOLDS <\/td>\n<\/tr>\n
618<\/td>\nTABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
624<\/td>\nFIGURE 903.2.11.1 SPACING OF OPENINGS IN STORIES OR BASEMENTS <\/td>\n<\/tr>\n
625<\/td>\nFIGURE 903.2.11.1(1) OPENINGS IN STORIES OR BASEMENTS\u2014LESS THAN 75 FEET FROM ANY POINT TO AN OPENING
FIGURE 903.2.11.1(2) OPENINGS IN STORIES OR BASEMENTS\u2014MORE THAN 75 FEET FROM ANY POINT TO AN OPENING
FIGURE 903.2.11.1(3) OPENINGS IN STORIES OR BASEMENTS\u2014LESS THAN 75 FEET FROM ANY POINT TO AN OPENING
FIGURE 903.2.11.1(4) OPENINGS IN STORIES OR BASEMENTS <\/td>\n<\/tr>\n
627<\/td>\nTABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
628<\/td>\nFIGURE 903.3.1 NFPA 13, NFPA 13R, NFPA 13D SYSTEMS
FIGURE 903.3.1.1 TYPICAL WET PIPE SYSTEM <\/td>\n<\/tr>\n
629<\/td>\nFIGURE 903.3 SAMPLE SPRINKLER SYSTEM DRAWING AND DATA SUBMITTALS <\/td>\n<\/tr>\n
637<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
644<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
645<\/td>\nFIGURE 905.3.1(1) HEIGHT THRESHOLD FOR STANDPIPES <\/td>\n<\/tr>\n
646<\/td>\nFIGURE 905.3.1(2) HEIGHT REQUIREMENTS FOR STANDPIPES WITH MULTIPLE LEVELS OF FIRE DEPARTMENT VEHICLE ACCESS <\/td>\n<\/tr>\n
652<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
654<\/td>\nTABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE <\/td>\n<\/tr>\n
655<\/td>\nTABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
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
657<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
659<\/td>\nFIGURE 907.2 SUMMARY OF MANUAL FIRE ALARM AND AUTOMATIC SMOKE DETECTION SYSTEM THRESHOLDS <\/td>\n<\/tr>\n
672<\/td>\nFIGURE 907.2.11.2 LOCATION OF SMOKE ALARMS IN A DWELLING UNIT <\/td>\n<\/tr>\n
684<\/td>\nTABLE 907.5.2.3.3 VISIBLE ALARMS <\/td>\n<\/tr>\n
687<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
691<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
694<\/td>\nFIGURE 909.4.1 STACK EFFECT <\/td>\n<\/tr>\n
698<\/td>\nEQUATION 9-1
EQUATION 9-2 <\/td>\n<\/tr>\n
699<\/td>\nFIGURE 909.8(1) SMOKE LAYER INTERFACE IN AN ATRIUM <\/td>\n<\/tr>\n
701<\/td>\nFIGURE 909.8(2) AXISYMMETRICAL PLUM
FIGURE 909.8(3) BALCONY SPILL PLUME <\/td>\n<\/tr>\n
702<\/td>\nFIGURE 909.8(4) WINDOW PLUME
FIGURE 909.8(5) PLUGHOLING <\/td>\n<\/tr>\n
703<\/td>\nFIGURE 909.8.1(1) EXAMPLE, CRITICAL LEVEL OF SMOKE <\/td>\n<\/tr>\n
704<\/td>\nFIGURE 909.8.1(2) SMOKE LAYER INTERFACE <\/td>\n<\/tr>\n
706<\/td>\nEQUATION 9-3 <\/td>\n<\/tr>\n
715<\/td>\nFIGURE 909.20.1 DIMENSIONAL REQUIREMENTS FOR SMOKEPROOF ENCLOSURE VESTIBULE <\/td>\n<\/tr>\n
716<\/td>\nFIGURE 909.20.3.2 SMOKEPROOF ENCLOSURE WITH OPEN VESTIBULE ARRANGEMENT <\/td>\n<\/tr>\n
717<\/td>\nFIGURE 909.20.4.1 SMOKEPROOF ENCLOSURE WITH CORRIDOR ARRANGEMENT <\/td>\n<\/tr>\n
718<\/td>\nFIGURE 909.20.4.2 MECHANICALLY VENTILATED VESTIBULE <\/td>\n<\/tr>\n
721<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
722<\/td>\nTABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
724<\/td>\nFIGURE 910.3.4 SMOKE AND HEAT VENT SPACING <\/td>\n<\/tr>\n
725<\/td>\nEQUATION 9-4 <\/td>\n<\/tr>\n
727<\/td>\nSECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
729<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
730<\/td>\nFIGURE 912.3.1 LOCKING FDC CAPS <\/td>\n<\/tr>\n
731<\/td>\nFIGURE 912.4 FIRE DEPARTMENT CONNECTION WITH SIGN
SECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
733<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
FIGURE 914.1.1 SHAFTWAY SIGNAGE
SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
734<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
736<\/td>\nCHAPTER 10: MEANS OF EGRESS <\/td>\n<\/tr>\n
737<\/td>\nSECTION 1001 ADMINISTRATION <\/td>\n<\/tr>\n
738<\/td>\nSECTION 1002 DEFINITIONS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
740<\/td>\nFIGURE 1003.3.1(1) DOOR CLOSER HEADROOM PROTRUSIONS FOR WALKING SURFACES
FIGURE 1003.3.1(2) REDUCED VERTICAL CLEARANCE <\/td>\n<\/tr>\n
741<\/td>\nFIGURE 1003.3.2(1) POST-MOUNTED OBJECTS
FIGURE 1003.3.2(2) POST-MOUNTED PROTRUDING OBJECTS <\/td>\n<\/tr>\n
742<\/td>\nFIGURE 1003.3.3 EXAMPLES OF HORIZONTAL PROJECTIONS <\/td>\n<\/tr>\n
743<\/td>\nFIGURE 1003.5 ELEVATION CHANGE <\/td>\n<\/tr>\n
744<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
745<\/td>\nFIGURE 1004.1.1 COMBINED OCCUPANT LOAD FOR EGRESS DESIGN <\/td>\n<\/tr>\n
746<\/td>\nTABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
747<\/td>\nFIGURE 1004.1.2 TYPICAL NET FLOOR AREA OCCUPANT LOAD CALCULATION <\/td>\n<\/tr>\n
748<\/td>\nFIGURE 1004.3 EXAMPLE OF OCCUPANT LOAD LIMIT SIGN <\/td>\n<\/tr>\n
749<\/td>\nFIGURE 1004.4 TYPICAL FIXED SEATING <\/td>\n<\/tr>\n
750<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
753<\/td>\nFIGURE 1005.6(1) EGRESS CONVERGENCE AT FIRST STORY
FIGURE 1005.6(2) EGRESS CONVERGENCE AT INTERMEDIATE LEVEL <\/td>\n<\/tr>\n
754<\/td>\nFIGURE 1005.6(3) NO EGRESS CONVERGENCE <\/td>\n<\/tr>\n
755<\/td>\nFIGURE 1005.7.1 TYPICAL DOOR RESTRICTIONS INTO PASSAGEWAY, AISLE AND CORRIDOR WIDTH
SECTION 1006 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
757<\/td>\nSECTION 1007 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
760<\/td>\nFIGURE 1007.2.1 ELEVATOR REQUIRED FOR ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
762<\/td>\nFIGURE 1007.3(1) ACCESSIBLE MEANS OF EGRESS STAIRWAY WITH ENLARGED STORY-LEVEL LANDING <\/td>\n<\/tr>\n
763<\/td>\nFIGURE 1007.3(2) ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM AN AREA OF REFUGE <\/td>\n<\/tr>\n
764<\/td>\nFIGURE 1007.3(3) ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM A HORIZONTAL EXIT <\/td>\n<\/tr>\n
766<\/td>\nFIGURE 1007.6 SEPARATE TRAVEL DISTANCES TO AN AREA OF REFUGE <\/td>\n<\/tr>\n
770<\/td>\nFIGURE 1007.7.3 EXTERIOR AREA OF RESCUE ASSISTANCE\u2014PLAN VIEW <\/td>\n<\/tr>\n
771<\/td>\nFIGURE 1007.7.4 EXTERIOR AREA OF RESCUE ASSISTANCE\u2014ELEVATION <\/td>\n<\/tr>\n
773<\/td>\nSECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
775<\/td>\nFIGURE 1008.1.1(1) TYPICAL DOOR OPENING CLEARANCE
FIGURE 1008.1.1(2) TYPICAL DOOR OPENING CLEARANCE WITH PANIC HARDWARE <\/td>\n<\/tr>\n
778<\/td>\nFIGURE 1008.1.4.1(1) REVOLVING DOORS IN BOOKFOLD POSITION
FIGURE 1008.1.4.1(2) TYPICAL REVOLVING DOOR\/SIDE SWINGING DOOR ARRANGEMENT <\/td>\n<\/tr>\n
779<\/td>\nTABLE 1008.1.4.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
782<\/td>\nFIGURE 1008.1.5 DOOR LANDINGS <\/td>\n<\/tr>\n
783<\/td>\nFIGURE 1008.1.7(1) VERTICAL CHANGES IN LEVEL
FIGURE 1008.1.7(2) BEVELED CHANGES IN LEVEL
FIGURE 1008.1.7(3) BEVELED CHANGES IN LEVEL
FIGURE 1008.1.7(4) DOOR THRESHOLD HEIGHT LIMITATIONS <\/td>\n<\/tr>\n
784<\/td>\nFIGURE 1008.1.8(1) SPACING OF DOORS IN SERIES
FIGURE 1008.1.8(2) SPACING OF DOORS IN SERIES <\/td>\n<\/tr>\n
785<\/td>\nFIGURE 1008.1.9.1 DOOR HARDWARE <\/td>\n<\/tr>\n
786<\/td>\nFIGURE 1008.1.9.3 SURFACE AND FLUSH BOLT LOCATIONS <\/td>\n<\/tr>\n
787<\/td>\nFIGURE 1008.1.9.4 TYPICAL MANUAL BOLT HARDWARE <\/td>\n<\/tr>\n
793<\/td>\nFIGURE 1008.1.10.1 EXAMPLES OF TYPICAL PANIC HARDWARE <\/td>\n<\/tr>\n
794<\/td>\nFIGURE 1008.1.10.1\u2014continued EXAMPLES OF TYPICAL PANIC HARDWARE <\/td>\n<\/tr>\n
795<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
798<\/td>\nFIGURE 1009.3 DRAFT CURTAIN, EXCEPTIONS 3 AND 4 <\/td>\n<\/tr>\n
802<\/td>\nFIGURE 1009.5(1) STAIRWAY HEADROOM REQUIREMENTS
FIGURE 1009.5(2) EXAMPLE OF SECTION 1009.2, EXCEPTION 2 <\/td>\n<\/tr>\n
804<\/td>\nFIGURE 1009.7.1 TREAD DEPTH MEASUREMENT
FIGURE 1009.7.2 TREAD\/RISER DIMENSIONS <\/td>\n<\/tr>\n
806<\/td>\nFIGURE 1009.7.3 STAIR WINDERS WITHIN A DWELLING <\/td>\n<\/tr>\n
807<\/td>\nFIGURE 1009.7.4(1) CONSISTENTLY SHAPED WINDERS
FIGURE 1009.7.4(2) SLOPED LANDING <\/td>\n<\/tr>\n
808<\/td>\nFIGURE 1009.7.5.1 TREAD\/RISER PROFILE (SOLID RISER) <\/td>\n<\/tr>\n
809<\/td>\nFIGURE 1009.7.5.3 TREAD\/RISER PROFILE (OPEN RISER)
FIGURE 1009.8(1) TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY <\/td>\n<\/tr>\n
810<\/td>\nFIGURE 1009.8(2) TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY
FIGURE 1009.8(3) REVERSING RUN STAIRWAY <\/td>\n<\/tr>\n
811<\/td>\nFIGURE 1009.9.1 OPEN TREAD IN ACCORDANCE WITH EXCEPTION 1
FIGURE 1009.8(4) DOOR CLEARANCE REQUIREMENTS IN STAIRWAY <\/td>\n<\/tr>\n
812<\/td>\nFIGURE 1009.10 STAIRWAY RISE LIMITATION <\/td>\n<\/tr>\n
813<\/td>\nFIGURE 1009.11 CURVED STAIRWAYS\u2014MINIMUM DIMENSIONAL REQUIREMENTS <\/td>\n<\/tr>\n
814<\/td>\nFIGURE 1009.12 SPIRAL STAIRWAYS
FIGURE 1009.13 TYPICAL ALTERNATING TREAD DEVICE <\/td>\n<\/tr>\n
816<\/td>\nFIGURE 1009.14 TYPICAL SHIP LADDER <\/td>\n<\/tr>\n
817<\/td>\nFIGURE 1009.15 EXAMPLE OF SECTION 1009.15, EXCEPTION 3 <\/td>\n<\/tr>\n
818<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
819<\/td>\nFIGURE 1010.3 TYPICAL MEANS OF EGRESS RAMP <\/td>\n<\/tr>\n
820<\/td>\nFIGURE 1010.6.3 DOORWAY OPENING ONTO LANDING <\/td>\n<\/tr>\n
821<\/td>\nFIGURE 1010.7 RAMP LANDINGS <\/td>\n<\/tr>\n
822<\/td>\nFIGURE 1010.9(1) RAMP WITH HANDRAIL AT WALL <\/td>\n<\/tr>\n
823<\/td>\nFIGURE 1010.9(2) RAMP WITH HANDRAIL AND BARRIER
FIGURE 1010.9(3) RAMP WITH HANDRAIL AND CURB
FIGURE 1010.9(4) RAMP WITH HANDRAIL AND GUARD <\/td>\n<\/tr>\n
825<\/td>\nFIGURE 1010.10.1 EDGE PROTECTION
SECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
826<\/td>\nFIGURE 1011.1 EXIT SIGNS WITHIN AN EXIT ENCLOSURE <\/td>\n<\/tr>\n
828<\/td>\nFIGURE 1011.6.1 MINIMUM SIZES OF EXIT SIGNS
SECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
829<\/td>\nFIGURE 1012.2 HANDRAIL REQUIREMENTS <\/td>\n<\/tr>\n
830<\/td>\nFIGURE 1012.3.1 EXAMPLE OF TYPE I ALTERNATIVE HANDRAIL CONFIGURATION <\/td>\n<\/tr>\n
831<\/td>\nFIGURE 1012.3.2 EXAMPLES OF TYPE II HANDRAIL CONFIGURATIONS <\/td>\n<\/tr>\n
832<\/td>\nFIGURE 1012.4(1) EXAMPLES OF PROHIBITED HANDRAIL DESIGNS
FIGURE 1012.4(2) REDUCED BRACKET EXTENSIONS EXAMPLE PER SECTION 1012.4, EXCEPTION 3 <\/td>\n<\/tr>\n
834<\/td>\nFIGURE 1012.8(1) TYPICAL HANDRAIL ARRANGEMENT
FIGURE 1012.8(2) PROJECTION OF HANDRAIL <\/td>\n<\/tr>\n
835<\/td>\nFIGURE 1012.9 HANDRAILS FOR MONUMENTAL STAIRS
SECTION 1013 GUARDS <\/td>\n<\/tr>\n
836<\/td>\nFIGURE 1013.2(1) OPEN-SIDED WALKING AREA
FIGURE 1013.2(2) DROP OFF MEASUREMENTS AND GUARD HEIGHTS <\/td>\n<\/tr>\n
837<\/td>\nFIGURE 1013.2(3) DROP OFF MEASUREMENTS AND GUARD HEIGHTS FOR 2- AND 3-STORY GROUP R-3 AND R-2
FIGURE 1013.2.1 GUARD SYSTEM WITH GLAZING <\/td>\n<\/tr>\n
838<\/td>\nFIGURE 1013.3 GUARD HEIGHT <\/td>\n<\/tr>\n
839<\/td>\nFIGURE 1013.4(1) GUARD OPENING LIMITATIONS <\/td>\n<\/tr>\n
840<\/td>\nFIGURE 1013.4(2) EXAMPLE OF GUARD WITH HORIZONTAL MEMBERS <\/td>\n<\/tr>\n
841<\/td>\nFIGURE 1013.7 PROTECTION AT ROOF-HATCH OPENING <\/td>\n<\/tr>\n
842<\/td>\nSECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
843<\/td>\nFIGURE 1014.2(1) EGRESS PROHIBITED THROUGH GROUP H AREAS
FIGURE 1014.2(2) EGRESS THROUGH ADJOINING ROOMS AND SPACES <\/td>\n<\/tr>\n
844<\/td>\nFIGURE 1014.3 COMMON PATH OF EGRESS TRAVEL <\/td>\n<\/tr>\n
845<\/td>\nTABLE 1014.3 COMMON PATH OF EGRESS TRAVEL
SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
846<\/td>\nTABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
848<\/td>\nFIGURE 1015.2.1(1) EXAMPLES OF REMOTENESS BETWEEN EXITS OR EXIT ACCESS DOORS FROM A ROOM OR BUILDING <\/td>\n<\/tr>\n
849<\/td>\nFIGURE 1015.2.1(2) REMOTENESS OF EXITS INTERCONNECTING BY A 1-HOUR FIRE-RESISTANCE-RATED CORRIDOR
FIGURE 1015.2.1(3) REMOTENESS OF EXITS IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
850<\/td>\nFIGURE 1015.2.1(4) REMOTE LOCATION OF EXIT ACCESS DOORS (ADJOINING ROOMS) <\/td>\n<\/tr>\n
851<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
852<\/td>\nTABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
853<\/td>\nFIGURE 1016.3(1) LENGTH OF EXIT ACCESS TRAVEL
FIGURE 1016.3(2) MEASURING TRAVEL DISTANCE USING RECTILINEAR APPROACH <\/td>\n<\/tr>\n
854<\/td>\nSECTION 1017 AISLES
FIGURE 1017.3 AISLES AND AISLE ACCESSWAYS IN MERCANTILE <\/td>\n<\/tr>\n
855<\/td>\nSECTION 1018 CORRIDORS <\/td>\n<\/tr>\n
856<\/td>\nTABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
FIGURE 1018.1 APPLICATION OF TABLE 1018.1 <\/td>\n<\/tr>\n
857<\/td>\nTABLE 1018.2 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
859<\/td>\nFIGURE 1018.4(1) ALLOWABLE DEAD-END CONDITIONS
FIGURE 1018.4(2) CORRIDOR LENGTH\/WIDTH RATIO FOR DEAD-END CONSIDERATIONS <\/td>\n<\/tr>\n
861<\/td>\nFIGURE 1018.6(1) CORRIDOR CONTINUITY\u2014EXAMPLE 1 <\/td>\n<\/tr>\n
862<\/td>\nFIGURE 1018.6(2) CORRIDOR CONTINUITY\u2014EXAMPLE 2
FIGURE 1018.6(3) CORRIDOR CONTINUITY\u2014EXAMPLE 3 <\/td>\n<\/tr>\n
863<\/td>\nFIGURE 1018.6(4) ELEVATOR LOBBY\/CORRIDOR OPTION 1
FIGURE 1018.6(5) ELEVATOR LOBBY\/CORRIDOR OPTION 2 <\/td>\n<\/tr>\n
864<\/td>\nFIGURE 1018.6(6) ELEVATOR LOBBY\/CORRIDOR OPTION 3
SECTION 1019 EGRESS BALCONIES <\/td>\n<\/tr>\n
865<\/td>\nFIGURE 1019.2 EGRESS BALCONIES
SECTION 1020 EXITS <\/td>\n<\/tr>\n
866<\/td>\nSECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION <\/td>\n<\/tr>\n
867<\/td>\nFIGURE 1021.1 NUMBER OF EXITS <\/td>\n<\/tr>\n
870<\/td>\nFIGURE 1021.2(1) EXAMPLE 1 OF EXCEPTION 7\u2014NOT PERMITTED
FIGURE 1021.2(2) EXAMPLE 2 OF EXCEPTION 7\u2014PERMITTED <\/td>\n<\/tr>\n
871<\/td>\nTABLE 1021.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
872<\/td>\nFIGURE 1021.2(3) EXAMPLE OF SINGLE-EXIT APARTMENT BUILDING
FIGURE 1021.2(4) EXAMPLE OF SINGLE-EXIT APARTMENT WITHIN A TWO-EXIT BUILDING <\/td>\n<\/tr>\n
873<\/td>\nFIGURE 1021.2.1 STORIES WITH ONE EXIT <\/td>\n<\/tr>\n
874<\/td>\nFIGURE 1021.2.3 MULTISTORY DWELLING UNITS <\/td>\n<\/tr>\n
876<\/td>\nSECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
880<\/td>\nFIGURE 1022.7(1) EXAMPLES OF EXTERIOR WALL PROTECTIVES <\/td>\n<\/tr>\n
881<\/td>\nFIGURE 1022.7(2) EXTERIOR WALL PROTECTION <\/td>\n<\/tr>\n
882<\/td>\nFIGURE 1022.8 EXAMPLE OF DISCHARGE IDENTIFICATION <\/td>\n<\/tr>\n
884<\/td>\nFIGURE 1022.10.2(1) TYPICAL SMOKEPROOF ENCLOSURE ENTRY
FIGURE 1022.10.2(2) TYPICAL SMOKEPROOF ENCLOSURE WITH OPEN BALCONY ARRANGEMENT
SECTION 1023 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
885<\/td>\nFIGURE 1023.1 ARRANGEMENT FOR LOBBY AND PASSAGEWAY <\/td>\n<\/tr>\n
887<\/td>\nSECTION 1024 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
888<\/td>\nFIGURE 1024.2.1 LEADING EDGE OF STEP AND LANDING
FIGURE 1024.2.3 HANDRAIL MARKINGS <\/td>\n<\/tr>\n
889<\/td>\nFIGURE 1024.2.4.1 PERIMETER DEMARCATION LINES\u2014FLOOR-MOUNTED OPTION <\/td>\n<\/tr>\n
890<\/td>\nFIGURE 1024.2.4.2 PERIMETER DEMARCATION LINES\u2014WALL-MOUNTED OPTION
FIGURE 1024.2.4.3 PERIMETER DEMARCATION LINES\u2014OPTIONS AT DOORS INTO EXIT ENCLOSURES <\/td>\n<\/tr>\n
891<\/td>\nFIGURE 1024.2.5 OBSTACLE MARKINGS
FIGURE 1024.2.6.1 EMERGENCY EXIT SYMBOL <\/td>\n<\/tr>\n
892<\/td>\nFIGURE 1024.2.6 EXAMPLES OF EXIT DOOR TO EXTERIOR OPTIONS <\/td>\n<\/tr>\n
893<\/td>\nSECTION 1025 HORIZONTAL EXITS <\/td>\n<\/tr>\n
894<\/td>\nFIGURE 1025.1 TYPICAL HORIZONTAL EXITS <\/td>\n<\/tr>\n
896<\/td>\nFIGURE 1025.4 REFUGE AREA EXCEPTION
SECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
897<\/td>\nFIGURE 1026.3 EXTERIOR STAIRWAY <\/td>\n<\/tr>\n
898<\/td>\nFIGURE 1026.5 EXTERIOR BALCONY AND STAIRWAY ADJACENT TO LOT LINE <\/td>\n<\/tr>\n
900<\/td>\nFIGURE 1026.6(1) PROTECTION OF EXTERIOR STAIRWAYS <\/td>\n<\/tr>\n
901<\/td>\nFIGURE 1026.6(2) EXTERIOR BALCONY WITH REMOTE STAIRWAYS
FIGURE 1026.6(3) EXAMPLE OF EXCEPTION 4 <\/td>\n<\/tr>\n
902<\/td>\nSECTION 1027 EXIT DISCHARGE <\/td>\n<\/tr>\n
903<\/td>\nFIGURE 1027.1(1) PROTECTION OF LOBBY WITH AN EXIT DISCHARGE <\/td>\n<\/tr>\n
904<\/td>\nFIGURE 1027.1(2) VESTIBULE WITH EXIT DISCHARGE
FIGURE 1027.1(3) SEPARATION DETAILS FOR VESTIBULE WITH EXIT DISCHARGE <\/td>\n<\/tr>\n
906<\/td>\nSECTION 1028 ASSEMBLY <\/td>\n<\/tr>\n
907<\/td>\nFIGURE 1028.2 GROUP A-1 WITH WAITING SPACE <\/td>\n<\/tr>\n
909<\/td>\nFIGURE 1028.6.1(1) COMPUTATION OF WIDTH FOR STEPPED AISLES <\/td>\n<\/tr>\n
910<\/td>\nFIGURE 1028.6.1(2) COMPUTATION OF WIDTH FOR LEVEL, SLOPED OR RAMPED AISLES <\/td>\n<\/tr>\n
911<\/td>\nTABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
FIGURE 1028.6.2.2(1) ROOF HEIGHT (CONVEX DOME ROOF) <\/td>\n<\/tr>\n
912<\/td>\nFIGURE 1028.6.2.2(2) ROOF HEIGHT (CONCAVE SUSPENDED ROOF) <\/td>\n<\/tr>\n
913<\/td>\nFIGURE 1028.6.2.3(1) INDOOR SEATING SPRINKLERED AREAS (CONVEX DOME ROOF)
FIGURE 1028.6.2.3(2) INDOOR SEATING SPRINKLERED AREAS (CONCAVE SUSPENDED ROOF) <\/td>\n<\/tr>\n
915<\/td>\nFIGURE 1028.8.1 PATH THROUGH ADJACENT ROWS <\/td>\n<\/tr>\n
916<\/td>\nFIGURE 1028.9.2 TYPICAL AISLE CATCHMENTS <\/td>\n<\/tr>\n
917<\/td>\nFIGURE 1028.9.3 COMPUTATION OF EXIT PASSAGE FOR CONVERGING AISLES <\/td>\n<\/tr>\n
918<\/td>\nFIGURE 1028.9.4 AISLE WITH OPPOSITE EXITS <\/td>\n<\/tr>\n
919<\/td>\nFIGURE 1028.9.5 TYPICAL BALCONY ARRANGEMENT <\/td>\n<\/tr>\n
920<\/td>\nFIGURE 1028.10.1 AISLE AND AISLE ACCESSWAY MEASUREMENT WITH SEATING AND TABLES
FIGURE 1028.10.1.1 ACCESS FOR TABLES AND SEATING <\/td>\n<\/tr>\n
921<\/td>\nFIGURE 1028.10.2 MINIMUM REQUIRED ROW WIDTH CLEARANCE FOR AISLE ACCESSWAYS <\/td>\n<\/tr>\n
922<\/td>\nTABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
FIGURE 1028.10.2.1 TYPICAL DUAL ACCESS ROW\u2014MINIMUM AISLE ACCESSWAY WIDTH <\/td>\n<\/tr>\n
923<\/td>\nFIGURE 1028.10.2.2 TYPICAL SINGLE ACCESS ROW\u2014MINIMUM AISLE ACCESSWAY WIDTH <\/td>\n<\/tr>\n
924<\/td>\nFIGURE 1028.11.1 TYPICAL SEATING PLATFORMS ALSO USED AS STEPPING AISLES <\/td>\n<\/tr>\n
925<\/td>\nFIGURE 1028.11.2 TYPICAL RISER CONSTRUCTION IN STEPPED AISLES <\/td>\n<\/tr>\n
926<\/td>\nFIGURE 1028.13 TYPICAL RAILING FOR RAMPED AISLES WITH RAILING IN THE AISLE <\/td>\n<\/tr>\n
927<\/td>\nFIGURE 1028.13.1 DISCONTINUOUS AISLE HANDRAILS <\/td>\n<\/tr>\n
928<\/td>\nFIGURE 1028.14.2 TYPICAL BALCONY GUARDS AT FASCIA
SECTION 1029 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
929<\/td>\nFIGURE 1029.2 EMERGENCY ESCAPE WINDOW <\/td>\n<\/tr>\n
930<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
931<\/td>\nFIGURE 1029.5 WINDOW WELLS AT EMERGENCY ESCAPE WINDOWS <\/td>\n<\/tr>\n
934<\/td>\nCHAPTER 11: ACCESSIBILITY <\/td>\n<\/tr>\n
937<\/td>\nSECTION 1101 GENERAL
SECTION 1102 DEFINITIONS <\/td>\n<\/tr>\n
938<\/td>\nSECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
940<\/td>\nFIGURE 1103.2.7 EXAMPLE OF RAISED AREA EXCEPTION <\/td>\n<\/tr>\n
941<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
943<\/td>\nFIGURE 1104.3.2 EXAMPLE OF PRESS BOX ACCESSED FROM BLEACHER SEATING <\/td>\n<\/tr>\n
945<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n
946<\/td>\nFIGURE 1105.1.2 EXAMPLE OF ELEVATED WALKWAY ENTRANCE
SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES <\/td>\n<\/tr>\n
947<\/td>\nTABLE 1106.1 ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
949<\/td>\nFIGURE 1106.6 EXAMPLE OF ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
950<\/td>\nSECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
958<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
960<\/td>\nFIGURE 1107.6.2.1.2(1) BUILDING WITH FIRE WALLS IS TREATED AS A SINGLE STRUCTURE <\/td>\n<\/tr>\n
961<\/td>\nFIGURE 1107.6.2.1.2(2) TWO STRUCTURALLY JOINED BUILDINGS ARE TREATED AS A SINGLE STRUCTURE <\/td>\n<\/tr>\n
963<\/td>\nFIGURE 1107.7.1.1 DWELLING UNITS ON ONE STORY <\/td>\n<\/tr>\n
964<\/td>\nFIGURE 1107.7.1.2(1) BUILDING HAS TWO ACCESSIBLE LEVELS, EACH WITH AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE
FIGURE 1107.7.1.2(2) SINGLE BUILDING WITH MULTIPLE COMMON ENTRANCES\u2014LOWER GROUND FLOOR UNITS MAY BE COVERED <\/td>\n<\/tr>\n
965<\/td>\nFIGURE 1107.7.1.2(3) EXAMPLE FOR GRADE CALCULATIONS <\/td>\n<\/tr>\n
966<\/td>\nFIGURE 1107.7.2(1) BUILDINGS WITH ELEVATOR(S): ALL SINGLE-STORY UNITS AND THE PRIMARY ENTRY LEVEL OF MULTISTORY UNITS
FIGURE 1107.7.2(2) GROUND FLOOR UNITS IN BUILDINGS OF FOUR OR MORE UNITS <\/td>\n<\/tr>\n
967<\/td>\nFIGURE 1107.7.3(1) DWELLING UNITS OVER SHOPS AND GARAGES
FIGURE 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
968<\/td>\nFIGURE 1107.7.4 SITE ANALYSIS TEST: THE NUMBER OF COVERED UNITS <\/td>\n<\/tr>\n
969<\/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
970<\/td>\nSECTION 1108 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
971<\/td>\nTABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
FIGURE 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
973<\/td>\nFIGURE 1108.2.6 EXAMPLE OF LAWN SEATING <\/td>\n<\/tr>\n
974<\/td>\nTABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
976<\/td>\nFIGURE 1108.2.9.1 EXAMPLE OF DINING SEATING
TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
977<\/td>\nFIGURE 1108.4.1.2 GALLERY SEATING <\/td>\n<\/tr>\n
978<\/td>\nFIGURE 1108.4.1.5 COURTROOM WELL WORK STATIONS
FIGURE 1108.4.3.1 EXAMPLE OF ACCESSIBLE VISITOR CUBICLE IN A COURTHOUSE <\/td>\n<\/tr>\n
979<\/td>\nSECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
980<\/td>\nFIGURE 1109.2(1 ) SIDE APPROACH WHEELCHAIR TRANSFER <\/td>\n<\/tr>\n
981<\/td>\nFIGURE 1109.2(2) EXAMPLES OF TOILET ROOM PLANS WITH OVERLAP <\/td>\n<\/tr>\n
983<\/td>\nFIGURE 1109.2.2(1) AMBULATORY-ACCESSIBLE COMPARTMENT <\/td>\n<\/tr>\n
984<\/td>\nFIGURE 1109.2.2(2) WHEELCHAIR-ACCESSIBLE COMPARTMENT; OUT-SWINGING DOOR
FIGURE 1109.2.2(3) WHEELCHAIR-ACCESSIBLE COMPARTMENT; IN-SWINGING DOOR <\/td>\n<\/tr>\n
985<\/td>\nFIGURE 1109.4 EXAMPLE OF KITCHENETTE <\/td>\n<\/tr>\n
986<\/td>\nFIGURE 1109.5.1 EXAMPLE OF DRINKING FOUNTAINS FOR PERSONS USING WHEELCHAIR AND STANDING PERSONS <\/td>\n<\/tr>\n
989<\/td>\nFIGURE 1109.7(1) PLATFORM (WHEELCHAIR) LIFT
FIGURE 1109.7(2) STAIRWAY CHAIRLIFT
FIGURE 1109.8.1(1) EXAMPLE OF LOCKER AREA <\/td>\n<\/tr>\n
990<\/td>\nFIGURE 1109.8.1(2) EXAMPLE OF LOCKER ROOM <\/td>\n<\/tr>\n
991<\/td>\nFIGURE 1109.11 EXAMPLE OF ACCESSIBLE WORK STATION <\/td>\n<\/tr>\n
992<\/td>\nFIGURE 1109.12.1 EXAMPLE OF ACCESSIBLE DRESSING ROOM <\/td>\n<\/tr>\n
993<\/td>\nTABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES
FIGURE 1109.12.3 SERVICE COUNTERS <\/td>\n<\/tr>\n
996<\/td>\nSECTION 1110 SIGNAGE
FIGURE 1110.1 INTERNATIONAL SYMBOLS OF ACCESSIBILITY <\/td>\n<\/tr>\n
997<\/td>\nFIGURE 1110.4 VARIABLE MESSAGE SIGNAGE <\/td>\n<\/tr>\n
998<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1000<\/td>\nCHAPTER 12: INTERIOR ENVIRONMENT <\/td>\n<\/tr>\n
1001<\/td>\nSECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
1003<\/td>\nFIGURE 1203.2(1) COMBINATION OF SOFFIT AND RIDGE VENTS <\/td>\n<\/tr>\n
1004<\/td>\nFIGURE 1203.2(2) VENTILATION OF RAFTER SPACE <\/td>\n<\/tr>\n
1006<\/td>\nFIGURE 1203.4.1 NATURAL LIGHT AND VENTILATION WINDOWS
FIGURE 1203.4.1.1 NATURAL VENTILATION FROM ADJOINING SPACE <\/td>\n<\/tr>\n
1007<\/td>\nFIGURE 1203.4.1.2 VENTILATION OPENINGS BELOW GRADE <\/td>\n<\/tr>\n
1008<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
1009<\/td>\nFIGURE 1205.2.1 NATURAL LIGHT FROM ADJACENT SPACE <\/td>\n<\/tr>\n
1010<\/td>\nFIGURE 1205.3 ARTIFICIAL LIGHTING IN A ROOM
SECTION 1206 YARDS OR COURTS <\/td>\n<\/tr>\n
1011<\/td>\nFIGURE 1206.1 YARDS AND COURTS <\/td>\n<\/tr>\n
1012<\/td>\nFIGURE 1206.3 DIMENSIONS OF COURTS <\/td>\n<\/tr>\n
1013<\/td>\nSECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
1014<\/td>\nFIGURE 1208.2(1) MINIMUM CEILING HEIGHT\u2014ALLOWABLE PROJECTIONS IN ONE- AND TWO-FAMILY DWELLINGS
FIGURE 1208.2(2) SLOPED CEILING HEIGHTS <\/td>\n<\/tr>\n
1015<\/td>\nFIGURE 1208.2.1 FURRED CEILING HEIGHTS
SECTION 1209 ACCESS TO UNOCCUPIED SPACES <\/td>\n<\/tr>\n
1016<\/td>\nSECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
1017<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1018<\/td>\nCHAPTER 13: ENERGY EFFICIENCY
SECTION 1301 GENERAL
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1020<\/td>\nCHAPTER 14: EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
1023<\/td>\nSECTION 1404 MATERIALS <\/td>\n<\/tr>\n
1025<\/td>\nSECTION 1405 INSTALLATION OF WALL COVERINGS
TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
1026<\/td>\nTABLE 1405.3.1 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
1027<\/td>\nFIGURE 1405.3 CLIMATE ZONES FIGURE 1405.3 FROM FIGURE C301.1 OF THE IECC <\/td>\n<\/tr>\n
1028<\/td>\nTABLE 1450.3 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1029<\/td>\nTABLE 1405.3\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1030<\/td>\nTABLE 1405.3\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1031<\/td>\nTABLE 1405.3\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1032<\/td>\nTABLE 1405.3\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1033<\/td>\nTABLE 1405.3\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1034<\/td>\nTABLE 1405.3\u2014continued CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1035<\/td>\nTABLE 1405.3\u2014continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1036<\/td>\nTABLE 1405.3\u2014continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1037<\/td>\nTABLE 1405.3\u2014continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1038<\/td>\nTABLE 1405.3\u2014continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1039<\/td>\nTABLE 1405.3\u2014continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1040<\/td>\nTABLE 1405.3\u2014continuedCLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
1041<\/td>\nTABLE C301(1) INTERNATIONAL CLIMATE ZONE DEFINITIONS
TABLE 1405.3(2) INTERNATIONAL CLIMATE ZONE DEFINITIONS <\/td>\n<\/tr>\n
1042<\/td>\nFIGURE 1405.4(1) FLASHING AT 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
1043<\/td>\nFIGURE 1405.4(5) FLASHING EXTENSION <\/td>\n<\/tr>\n
1045<\/td>\nFIGURE 1405.7 STONE VENEER WITH CONCRETE BACKING <\/td>\n<\/tr>\n
1047<\/td>\nFIGURE 1405.9 TERRA COTTA VENEER
FIGURE 1405.10(1) MASONRY VENEER ADHERED TO MASONRY BACKING <\/td>\n<\/tr>\n
1048<\/td>\nFIGURE 1405.10(2) MASONRY VENEER ADHERED TO STEEL-FRAME BACKING <\/td>\n<\/tr>\n
1052<\/td>\nFIGURE 1405.17 WOOD WEATHERBOARD ATTACHMENT
SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
1054<\/td>\nTABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS <\/td>\n<\/tr>\n
1055<\/td>\nSECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
1056<\/td>\nFIGURE 1406.4 ORIEL WINDOW
FIGURE 1407.1(1) CONTINUOUS EDGE GRIP SYSTEM <\/td>\n<\/tr>\n
1057<\/td>\nFIGURE 1407.1(2) SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR)
FIGURE1407.1(3) TYPICAL RUT AND RETURN SYSTEM SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR) <\/td>\n<\/tr>\n
1061<\/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
1063<\/td>\nSECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) <\/td>\n<\/tr>\n
1064<\/td>\nSECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
1066<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1068<\/td>\nCHAPTER 15: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS <\/td>\n<\/tr>\n
1069<\/td>\nSECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
1070<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
1072<\/td>\nTABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 FIRE CLASSIFICATION <\/td>\n<\/tr>\n
1073<\/td>\nTABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
1074<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
1076<\/td>\nTABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a
TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n
1078<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
1081<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c <\/td>\n<\/tr>\n
1083<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
1087<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
1088<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
1089<\/td>\nTABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
1090<\/td>\nFIGURE 1507.8.4(1) POSSIBLE WATER DAMAGE AT ICE DAMS
FIGURE 1507.8.4(2) PROTECTIVE ICE SHEILD <\/td>\n<\/tr>\n
1091<\/td>\nTABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
1092<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
1093<\/td>\nTABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
1094<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
1096<\/td>\nTABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
1097<\/td>\nSECTION 1508 ROOF INSULATION <\/td>\n<\/tr>\n
1098<\/td>\nTABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
1103<\/td>\nSECTION 1510 REROOFING <\/td>\n<\/tr>\n
1104<\/td>\nSECTION 1511 SOLAR PHOTOVOLTAIC PANELS\/MODULES
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1108<\/td>\nINDEX <\/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>\n2012<\/td>\n1149<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":88333,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-88332","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\/88332","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\/88333"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=88332"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=88332"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=88332"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}