{"id":110148,"date":"2024-10-18T15:49:42","date_gmt":"2024-10-18T15:49:42","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ibc-commentary-bothvolumes-2012\/"},"modified":"2024-10-24T21:56:17","modified_gmt":"2024-10-24T21:56:17","slug":"icc-ibc-commentary-bothvolumes-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ibc-commentary-bothvolumes-2012\/","title":{"rendered":"ICC IBC Commentary BothVolumes 2012"},"content":{"rendered":"

This bundle includes both Volume 1 and Volume 2 of the 2012 International Building Code Commentary. Volume 1 contains chapters 1 through 15 (administrative and fire & life safety provisions) and Volume 2 contains chapters 16 through 35 (includes structural provisions) and the appendices. This comprehensive yet concise publication provides a convenient reference for regulations of the 2012 International Building Code<\/p>\n

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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
6<\/td>\nTABLE OF CONTENTS <\/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
1146<\/td>\nTRAINING RESOURCES <\/td>\n<\/tr>\n
1147<\/td>\nICC PLAN REVIEW SERVICES <\/td>\n<\/tr>\n
1148<\/td>\nVALUABLE GUIDES TO CHANGES IN THE 2012 I-CODES\u00ae <\/td>\n<\/tr>\n
1149<\/td>\nA117.1 IMPROVING ACCESSIBILITY FOR 50 YEARS <\/td>\n<\/tr>\n
1150<\/td>\n2012 IBC CODE AND COMMENTARY VOLUME 2 <\/td>\n<\/tr>\n
1151<\/td>\n2012 IBC CODE AND COMMENTARY VOLUME 2 TITLE PAGE <\/td>\n<\/tr>\n
1152<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
1153<\/td>\nPREFACE <\/td>\n<\/tr>\n
1155<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
1157<\/td>\nCHAPTER 16: STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
1159<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
1161<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
1162<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
1163<\/td>\nTABLE 1604.3.6 CONCRETE ROOF MEMBER DEFLECTION CRITERIA <\/td>\n<\/tr>\n
1165<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1168<\/td>\nEQUATION 16-6
EQUATION 16-7
EQUATION 16-15
EQUATION 16-16
EQUATION 16-22
EQUATION 16-18 <\/td>\n<\/tr>\n
1169<\/td>\nSECTION 1605 LOAD COMBINATIONS <\/td>\n<\/tr>\n
1170<\/td>\nFIGURE 1605.1(1) EXAMPLES OF DISCONTINUOUS SHEAR WALLS
FIGURE 1605.1(2) COLLECTORS <\/td>\n<\/tr>\n
1171<\/td>\nEQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10 <\/td>\n<\/tr>\n
1172<\/td>\nEQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16 <\/td>\n<\/tr>\n
1173<\/td>\nEQUATION 16-17
EQUATION 16-18
EQUATOIN 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22 <\/td>\n<\/tr>\n
1174<\/td>\nSECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
1175<\/td>\nTABLE 1607.1(1) SUMMARY OF MINIMUM LIVE LOAD REQUIRED IN UNINHABITABLE ATTICS
FIGURE 1607.1 DETERMINATION OF ATTIC LIVE LOAD IN ACCORDANCE WITH TABLE 1607.1 FOOTNOTES I, J AND K <\/td>\n<\/tr>\n
1176<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
1177<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
1180<\/td>\nFIGURE 1607.8.1 HANDRAIL DESIGN LOAD
FIGURE 1607.8.1.2 COMPONENT DESIGN LOAD <\/td>\n<\/tr>\n
1181<\/td>\nFIGURE 1607.8.3 VEHICLE BARRIER REQUIREMENTS <\/td>\n<\/tr>\n
1182<\/td>\nEQUATION 16-23
TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR <\/td>\n<\/tr>\n
1183<\/td>\nFIGURE 1607.10.1 LIVE LOAD REDUCTION EXAMPLE <\/td>\n<\/tr>\n
1184<\/td>\nEQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
1185<\/td>\nFIGURE 1607.11 PARTIAL LOADING <\/td>\n<\/tr>\n
1186<\/td>\nEQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32
FIGURE 1607.12.2.1 MINIMUM ROOF LIVE LOAD IN ACCORDANCE WITH EQUATION 16-26 <\/td>\n<\/tr>\n
1188<\/td>\nFIGURE 1607.13 TOP-RUNNING BRIDGE CRANE
SECTION 1608 SNOW LOADS <\/td>\n<\/tr>\n
1189<\/td>\nFIGURE 1608.1(1) BALANCED AND UNBALANCED LOADS FOR A SAWTOOTH ROOF <\/td>\n<\/tr>\n
1190<\/td>\nFIGURE 1608.1(2) DRIFTING SNOW ON LOW ROOFS AND DECKS
FIGURE 1608.1(3) DRIFTING SNOW ONTO ADJACENT LOW STRUCTURE <\/td>\n<\/tr>\n
1191<\/td>\nFIGURE 1608.1(4) SNOW DRIFTING AT ROOF PROJECTIONS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
1192<\/td>\nFIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
1193<\/td>\nFIGURE 1608.2\u2014continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES <\/td>\n<\/tr>\n
1194<\/td>\nSECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
1195<\/td>\nFIGURE 1609.1(1) WIND PRESSURES CAUSED BY EXTERNAL WIND FLOW
FIGURE 1609.1(2) OPENING IN EXTERIOR WALL OF BUILDING <\/td>\n<\/tr>\n
1197<\/td>\nFIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1198<\/td>\nFIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1199<\/td>\nFIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1200<\/td>\nFIGURE 1609.1.1.1 WIND SPEED-UP EFFECT <\/td>\n<\/tr>\n
1201<\/td>\nFIGURE 1609.1.2 EFFECTS OF OPENINGS IN THE BUILDING ENVELOPE <\/td>\n<\/tr>\n
1202<\/td>\nTABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
1203<\/td>\nEQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
1205<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
1207<\/td>\nEQUATION 16-35 <\/td>\n<\/tr>\n
1208<\/td>\nTABLE 1609.6.2 NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
1209<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
1210<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
1211<\/td>\nTABLE 1609.6.2\u2014continued NET PRESSURE COEFFICIENTS
SECTION 1610 SOIL LATERAL LOADS
SECTION 1611 RAIN LOADS <\/td>\n<\/tr>\n
1212<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
EQUATION 16-36 <\/td>\n<\/tr>\n
1213<\/td>\nFIGURE 1611.1(1) SECONDARY ROOF DRAINAGE NOT REQUIRED
TABLE 1611.1(2) FLOW RATE, IN GALLONS PER MINUTE, OF VARIOUS ROOF DRAINS AT VARIOUS WATER DEPTHS AT DRAIN INLETS (INCHES) <\/td>\n<\/tr>\n
1214<\/td>\nFIGURE 1611.1(3) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS <\/td>\n<\/tr>\n
1215<\/td>\nFIGURE 1611.1(4) EQUATION 16-35 COEFFICIENT
FIGURE 1611.1(5) RAIN LOAD EXAMPLE <\/td>\n<\/tr>\n
1216<\/td>\nFIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
1217<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
1218<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
1219<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
1220<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
1221<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
1225<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
1227<\/td>\nEQUATION 16-37
EQUATION 16-38 <\/td>\n<\/tr>\n
1228<\/td>\nEQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3 (1) VALUES OF SITE COEFFICIENT
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT <\/td>\n<\/tr>\n
1229<\/td>\nTABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATIONS
TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
1230<\/td>\nFIGURE 1613.3.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1231<\/td>\nFIGURE 1613.3.1(1)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1232<\/td>\nFIGURE 1613.3.1(2)RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1233<\/td>\nFIGURE 1613.3.1(2)\u2014continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1234<\/td>\nFIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1235<\/td>\nFIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1236<\/td>\nFIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1237<\/td>\nFIGURE 1613.3.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5%OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1238<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
1240<\/td>\nEQUATION 16-41
FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
1241<\/td>\nEQUATION 16-42
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1247<\/td>\nCHAPTER 17: SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL <\/td>\n<\/tr>\n
1248<\/td>\nSECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
1250<\/td>\nFIGURE 1703.5.3 TYPICAL LABEL INFORMATION
SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS <\/td>\n<\/tr>\n
1254<\/td>\nSECTION 1705 REQUIRED VERIFICATION AND INSPECTION <\/td>\n<\/tr>\n
1255<\/td>\nTABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL <\/td>\n<\/tr>\n
1256<\/td>\nTABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
1258<\/td>\nTABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS <\/td>\n<\/tr>\n
1259<\/td>\nTABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1269<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 TEST SAFE LOAD <\/td>\n<\/tr>\n
1270<\/td>\nSECTION 1709 IN-SITU LOAD TESTS
SECTION 1710 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
1272<\/td>\nSECTION 1711 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
1274<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1277<\/td>\nCHAPTER 18: SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
1278<\/td>\nSECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
1279<\/td>\nFIGURE 1803.5.2 TYPICAL SETUP FOR CONDUCTING STATIC LOAD TESTS <\/td>\n<\/tr>\n
1280<\/td>\nFIGURE 1803.5.3 SWELLING POTENTIAL OF SOILS AND PLASTICITY INDEX <\/td>\n<\/tr>\n
1284<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
1286<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
1289<\/td>\nFIGURE 1805.2.2 MATERIALS FOR WATERPROOFING AND DAMPROOFING INSTALLATIONS <\/td>\n<\/tr>\n
1291<\/td>\nFIGURE 1805.3.2 MATERIALS FOR WATERPROOFING INSTALLATIONS <\/td>\n<\/tr>\n
1292<\/td>\nFIGURE 1805.3.3(1) DETAIL\u2014MEMBRANE PLACEMENT THROUGH A KEY JOINT <\/td>\n<\/tr>\n
1293<\/td>\nFIGURE 1805.3.3(2) PIPE DETAIL\u2014PROPER PLACEMENT OF WATERPROOFING ELEMENTS <\/td>\n<\/tr>\n
1294<\/td>\nFIGURE 1805.4.2 FOUNDATION DRAINAGE SYSTEM <\/td>\n<\/tr>\n
1295<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
1296<\/td>\nTABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
1297<\/td>\nSECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
FIGURE 1807.1.2 UNBALANCED BACKFILL HEIGHT <\/td>\n<\/tr>\n
1298<\/td>\nFIGURE 1807.1.4 WOOD FOUNDATION <\/td>\n<\/tr>\n
1300<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
1302<\/td>\nFIGURE 1807.1.6.3 TIE AT TOP COURSE BED JOINT
TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
1303<\/td>\nTABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
1304<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
1305<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
1306<\/td>\nEQUATION 18-1
EQUATION 18-2 <\/td>\n<\/tr>\n
1307<\/td>\nEQUATION 18-2
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
1311<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
FIGURE 1808.7.1(1) BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1 <\/td>\n<\/tr>\n
1312<\/td>\nFIGURE 1808.7.2 BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1
FIGURE 1808.7.4 FOOTING ELEVATION ON GRADED SITES <\/td>\n<\/tr>\n
1313<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f \u201d\u00b2C OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
1314<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
1315<\/td>\nSECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
1316<\/td>\nFIGURE 1809.6 ISOLATED FOOTINGS <\/td>\n<\/tr>\n
1317<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
FIGURE 1809.8 PUNCHING SHEAR (EXAGGERATED ILLUSTRATION) <\/td>\n<\/tr>\n
1318<\/td>\nFIGURE 1809.9.2 BRICK FOOTING OFFSET <\/td>\n<\/tr>\n
1320<\/td>\nFIGURE 1809.10 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
1321<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
1325<\/td>\nFIGURE 1810.3.1.2 COMPOSITE ELEMENTS <\/td>\n<\/tr>\n
1326<\/td>\nFIGURE 1810.3.1.6 STEEL CASINGS <\/td>\n<\/tr>\n
1327<\/td>\nFIGURE 1810.3.2.4 TIMBER PILES <\/td>\n<\/tr>\n
1329<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1333<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
1336<\/td>\nFIGURE 1810.3.5.3.1 STEEL H-PILE SECTIONS <\/td>\n<\/tr>\n
1339<\/td>\nFIGURE 1810.3.8 PRECAST NONPRESTRESSED AND PRESTRESSED CONCRETE PILES <\/td>\n<\/tr>\n
1340<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
1341<\/td>\nEQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
1342<\/td>\nEQUATION 18-11 <\/td>\n<\/tr>\n
1345<\/td>\nFIGURE 1810.3.9.5 BELLED DRILLED SHAFT
FIGURE 1810.3.9.6 SOCKETED DRILLED SHAFTS <\/td>\n<\/tr>\n
1349<\/td>\nFIGURE 1810.4.1.5 TYPICAL EFFECTS OF OVERDRIVING TIMBER PILES <\/td>\n<\/tr>\n
1352<\/td>\nFIGURE 1810.4.7 ENLARGED BASE PILES\u2014UNCASED OR CASED SHAFTS <\/td>\n<\/tr>\n
1354<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1357<\/td>\nCHAPTER 19: CONCRETE
SECTION 1901 GENERAL <\/td>\n<\/tr>\n
1358<\/td>\nSECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
1364<\/td>\nSECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
1366<\/td>\nTABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
1367<\/td>\nFIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
1368<\/td>\nFIGURE 1905.1.1 PLAN OF WALL WITH OPENINGS <\/td>\n<\/tr>\n
1373<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
1374<\/td>\nSECTION 1908 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1 <\/td>\n<\/tr>\n
1375<\/td>\nTABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) <\/td>\n<\/tr>\n
1376<\/td>\nSECTION 1909 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN
SECTION 1910 SHOTCRETE <\/td>\n<\/tr>\n
1380<\/td>\nSECTION 1911 REINFORCED GYPSUM CONCRETE
SECTION 1912 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
1381<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1387<\/td>\nCHAPTER 20: ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1389<\/td>\nCHAPTER 21: MASONRY <\/td>\n<\/tr>\n
1390<\/td>\nSECTION 2101 GENERAL <\/td>\n<\/tr>\n
1392<\/td>\nSECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
1393<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
1398<\/td>\nTABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
1400<\/td>\nSECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
1401<\/td>\nFIGURE 2104.2 CORBELED MASONRY <\/td>\n<\/tr>\n
1402<\/td>\nFIGURE 2104.2.1 MOLDED CORNICE
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
1403<\/td>\nTABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY <\/td>\n<\/tr>\n
1404<\/td>\nTABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
1405<\/td>\nSECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
1406<\/td>\nEQUATION 21-1
SECTION 2108 STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
1407<\/td>\nSECTION 2109 EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
1408<\/td>\nTABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
1409<\/td>\nEQUATION 21-2 <\/td>\n<\/tr>\n
1410<\/td>\nTABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
1411<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
1412<\/td>\nSECTION 2111 MASONRY FIREPLACES
FIGURE 2111.1 SECTION THROUGH FIREPLACE <\/td>\n<\/tr>\n
1414<\/td>\nFIGURE 2111.6 RUMFORD FIREPLACE <\/td>\n<\/tr>\n
1416<\/td>\nFIGURE 2111.10 HEARTH EXTENSION <\/td>\n<\/tr>\n
1417<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
FIGURE 2111.11(1) COMBUSTIBLE MATERIALS PROJECTION ABOVE FIREPLACE OPENING <\/td>\n<\/tr>\n
1418<\/td>\nFIGURE 2111.13.1 FACTORY-BUILT FIREPLACE EXTERIOR COMBUSTION AIR DUCT
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
1419<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1421<\/td>\nFIGURE 2113.5 CORBELING LIMITATIONS <\/td>\n<\/tr>\n
1422<\/td>\nFIGURE 2113.6 MASONRY CHIMNEY CHANGE IN SHAPE (OFFSET) <\/td>\n<\/tr>\n
1423<\/td>\nFIGURE 2113.9 MINIMUM TERMINATION OF CHIMNEYS
FIGURE 2113.9.1 MASONRY CHIMNEY CAP AND RAIN CAP <\/td>\n<\/tr>\n
1426<\/td>\nFIGURE 2113.11.2.3 MASONRY CHIMNEY FOR MEDIUM-HEAT APPLIANCE <\/td>\n<\/tr>\n
1428<\/td>\nFIGURE 2113.14 LOW-HEAT CHIMNEY WITH MORE THAN TWO FLUES <\/td>\n<\/tr>\n
1429<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES <\/td>\n<\/tr>\n
1430<\/td>\nTABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
1431<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1432<\/td>\nFIGURE 2113.20(1) FIREBLOCKING
FIGURE 2113.20(2) FIREBLOCKING (SECTION) <\/td>\n<\/tr>\n
1435<\/td>\nCHAPTER 22: STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS <\/td>\n<\/tr>\n
1436<\/td>\nSECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS <\/td>\n<\/tr>\n
1437<\/td>\nSECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
1438<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
1439<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
1440<\/td>\nSECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL <\/td>\n<\/tr>\n
1441<\/td>\nSECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
FIGURE 2211.2 HEADER TYPES <\/td>\n<\/tr>\n
1442<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1445<\/td>\nCHAPTER 23: WOOD <\/td>\n<\/tr>\n
1446<\/td>\nSECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
1447<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
1448<\/td>\nFIGURE 2303.1.1 TYPICAL LABELS (Grade Marks) American Lumber Standards Committee, U.S.D.C. <\/td>\n<\/tr>\n
1457<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
1460<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
1461<\/td>\nTABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES <\/td>\n<\/tr>\n
1462<\/td>\nTABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
1463<\/td>\nTABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS <\/td>\n<\/tr>\n
1464<\/td>\nTABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a, b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b <\/td>\n<\/tr>\n
1465<\/td>\nFIGURE 2304.8.2.1 SIMPLE SPAN PATTERN
FIGURE 2304.8.2.2 TWO-SPAN CONTINUOUS PATTERN <\/td>\n<\/tr>\n
1466<\/td>\nFIGURE 2304.8.2.3 COMBINATION SIMPLE AND TWO-SPAN CONTINUOUS PATTERN
FIGURE 2304.8.2.4 CANTILEVERED PIECES INTERMIXED PATTERN <\/td>\n<\/tr>\n
1467<\/td>\nFIGURE 2304.8.4.1 TWO-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1468<\/td>\nFIGURE 2304.8.4.3 CONTROLLED RANDOM PATTERN TWO-INCH TONGUE-AND-GROOVE DECKING
FIGURE 2304.8.5.1 THREE- AND FOUR-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1469<\/td>\nFIGURE 2304.9.2 SHEATHING FASTENERS <\/td>\n<\/tr>\n
1470<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
1471<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
1472<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
1473<\/td>\nFIGURE 2304.9.1 STANDARD NAILS AND STAPLES <\/td>\n<\/tr>\n
1477<\/td>\nFIGURE 2304.11.2.1 WOOD-FRAMING CLEARANCES <\/td>\n<\/tr>\n
1478<\/td>\nFIGURE 2304.11.2.5 GIRDER END CLEARANCE <\/td>\n<\/tr>\n
1479<\/td>\nFIGURE 2304.11.2.6(1) SIDING CLEARANCES
FIGURE 2304.11.2.6(2) SIDING CLEARANCE AT CONCRETE PATIO <\/td>\n<\/tr>\n
1480<\/td>\nFIGURE 2304.11.2.7 POST AND COLUMN PROTECTION <\/td>\n<\/tr>\n
1481<\/td>\nFIGURE 2304.11.6 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
1482<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
1483<\/td>\nEQUATION 23-1 <\/td>\n<\/tr>\n
1484<\/td>\nTABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP
EQUATION 23-2 <\/td>\n<\/tr>\n
1485<\/td>\nSECTION 2306 ALLOWABLE STRESS DESIGN
TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
1488<\/td>\nFIGURE 2306.1 CERTIFICATE OF CONFORMANCE <\/td>\n<\/tr>\n
1489<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
1491<\/td>\nFIGURE 2306.2(1) HOW WOOD SPLITS AND HOW STAGGERING MINIMIZES SPLITTING
FIGURE 2306.2(2) STAGGERED NAILING <\/td>\n<\/tr>\n
1492<\/td>\nTABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1493<\/td>\nTABLE 2306.2(1)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf <\/td>\n<\/tr>\n
1494<\/td>\nTABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1495<\/td>\nTABLE 2306.2(2)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1496<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1497<\/td>\nTABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1498<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES <\/td>\n<\/tr>\n
1505<\/td>\nFIGURE 2308.8.2 CUTTING, NOTCHING AND BORING JOISTS <\/td>\n<\/tr>\n
1506<\/td>\nFIGURE 2308.8.3 FRAMING AROUND OPENING
FIGURE 2308.8.4 JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS <\/td>\n<\/tr>\n
1507<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1508<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1509<\/td>\nTABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1510<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1511<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
1514<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
1515<\/td>\nTABLE 2308.9.3(1) BRACED WALL PANELS
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING <\/td>\n<\/tr>\n
1516<\/td>\nTABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING
TABLE 2308.9.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
1517<\/td>\nFIGURE 2308.9.3.1 ALTERNATIVE BRACED WALL PANELS\u2014ONE-STORY <\/td>\n<\/tr>\n
1519<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
1520<\/td>\nFIGURE 2308.9.5 HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS <\/td>\n<\/tr>\n
1521<\/td>\nTABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1522<\/td>\nTABLE 2308.9.5\u2014continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
1523<\/td>\nFIGURE 2308.9.5.2(1) STUDS AND HEADERS AROUND WALL OPENINGS
FIGURE 2308.9.5.2(2) STUDS AND HEADERS AROUND WALL OPENINGS\u2014BAY WINDOWS (Source: AF&PA Wood Frame Construction Manual for One- and Two-Family Dwellings, SBC High Wind Edition, 1995. <\/td>\n<\/tr>\n
1524<\/td>\nTABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS
FIGURE 2308.9.6 HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS <\/td>\n<\/tr>\n
1525<\/td>\nFIGURE 2308.9.10 CUTTING, NOTCHING AND BORED HOLES IN STUDS <\/td>\n<\/tr>\n
1527<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS <\/td>\n<\/tr>\n
1528<\/td>\nFIGURE 2308.10.4 RAFTER END CUT AT RIDGE
FIGURE 2308.10.4.1 RAFTER TIES <\/td>\n<\/tr>\n
1529<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1530<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1531<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1532<\/td>\nTABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1533<\/td>\nTABLE 2308.10.3 (1)RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1534<\/td>\nTABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1535<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1536<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1537<\/td>\nTABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1538<\/td>\nTABLE 2308.10.3(3)\u2014 continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1539<\/td>\nTABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1540<\/td>\nTABLE 2308.10.3(4)\u2014continuedRAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1541<\/td>\nTABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1542<\/td>\nTABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1543<\/td>\nTABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1544<\/td>\nTABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1545<\/td>\nFIGURE 2308.10.5 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
1546<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
1548<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1549<\/td>\nTABLE 2308.10.9\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1551<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
1553<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea) <\/td>\n<\/tr>\n
1556<\/td>\nFIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES <\/td>\n<\/tr>\n
1557<\/td>\nFIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <\/td>\n<\/tr>\n
1558<\/td>\nFIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1563<\/td>\nCHAPTER 24: GLASS AND GLAZING <\/td>\n<\/tr>\n
1564<\/td>\nSECTION 2401 GENERAL <\/td>\n<\/tr>\n
1565<\/td>\nSECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
FIGURE 2403.1 EXAMPLE IDENTIFYING MARK <\/td>\n<\/tr>\n
1567<\/td>\nSECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3 <\/td>\n<\/tr>\n
1568<\/td>\nEQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7 <\/td>\n<\/tr>\n
1569<\/td>\nEQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11 <\/td>\n<\/tr>\n
1570<\/td>\nEQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
1572<\/td>\nFIGURE 2405.3(1) FULLY TEMPERED GLAZING\u201430\u00b0 MAXIMUM SLOPE <\/td>\n<\/tr>\n
1573<\/td>\nFIGURE 2405.3(2) INACCESSIBLE AREA UNDER SLOPED GLAZING <\/td>\n<\/tr>\n
1574<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
1576<\/td>\nTABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
1577<\/td>\nFIGURE 2406.4.1 EXAMPLES OF DOORS REQUIRING SAFETY GLAZING <\/td>\n<\/tr>\n
1578<\/td>\nFIGURE 2406.4.2(1) SAFETY GLAZING IN CLOSE PROXIMITY TO DOORS <\/td>\n<\/tr>\n
1579<\/td>\nFIGURE 2406.4.2(2) SAFETY GLAZING AT FULL-HEIGHT INTERVENING WALL <\/td>\n<\/tr>\n
1580<\/td>\nFIGURE 2406.4.2(3) SAFETY GLAZING AT INTERMEDIATE-HEIGHT INTERVENING WALL <\/td>\n<\/tr>\n
1581<\/td>\nFIGURE 2406.4.3(1) FIXED OR OPERABLE GLAZED OPENING <\/td>\n<\/tr>\n
1582<\/td>\nFIGURE 2406.4.3(2) HORIZONTAL RAIL AT GLAZED OPENINGS <\/td>\n<\/tr>\n
1583<\/td>\nFIGURE 2406.4.3(3) ELEVATED GLAZED OPENINGS <\/td>\n<\/tr>\n
1584<\/td>\nFIGURE 2406.4.5(1) SAFETY GLAZING AT WET SURFACES <\/td>\n<\/tr>\n
1585<\/td>\nFIGURE 2406.4.5(2) GLAZING IN POOL ENCLOSURE
SECTION 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
1586<\/td>\nFIGURE 2407.1 GLASS GUARDS <\/td>\n<\/tr>\n
1587<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES <\/td>\n<\/tr>\n
1588<\/td>\nSECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1591<\/td>\nCHAPTER 25: GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL <\/td>\n<\/tr>\n
1592<\/td>\nSECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION <\/td>\n<\/tr>\n
1593<\/td>\nSECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
FIGURE 2504.1.2(1) STUDLESS PLASTER PARTITION WITH GYPSUM BOARD LATH <\/td>\n<\/tr>\n
1594<\/td>\nFIGURE 2504.1.2(2) STUDLESS PLASTER PARTITION WITH RIBBED METAL LATH
SECTION 2505 SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
1595<\/td>\nSECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
1596<\/td>\nSECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
1597<\/td>\nSECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
1599<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
1600<\/td>\nFIGURE 2508.5(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION
FIGURE 2508.5(2) PARTITION SUPPORTED LATERALLY BY GYPSUM BOARD CEILING DIAPHRAGM <\/td>\n<\/tr>\n
1601<\/td>\nFIGURE 2508.5.3 PERIMETER BLOCKING
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n
1602<\/td>\nSECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
1603<\/td>\nFIGURE 2510.5 THREE-COAT PLASTER ON UNSHEATHED EXTERIOR STUD WALL <\/td>\n<\/tr>\n
1605<\/td>\nSECTION 2511 INTERIOR PLASTER <\/td>\n<\/tr>\n
1606<\/td>\nTABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
FIGURE 2511.1(1) THREE-COAT PLASTER ON INTERIOR STUD WALL <\/td>\n<\/tr>\n
1607<\/td>\nFIGURE 2511.1(2) TWO-COAT PLASTER ON INTERIOR STUD WALL <\/td>\n<\/tr>\n
1608<\/td>\nSECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
1609<\/td>\nFIGURE 2512.1 THREE-COAT PLASTER ON EXTERIOR STUD WALL
FIGURE 2512.1.2 WEEP SCREED FOR EXTERIOR PLASTER ON STUD WALL AT SLAB ON GRADE <\/td>\n<\/tr>\n
1611<\/td>\nTABLE 2512.6 CEMENT PLASTERS <\/td>\n<\/tr>\n
1612<\/td>\nSECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
1613<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1615<\/td>\nCHAPTER 26: PLASTIC <\/td>\n<\/tr>\n
1616<\/td>\nSECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
1617<\/td>\nFIGURE 2603.1 FOAM PLASTIC COMPLIANCE <\/td>\n<\/tr>\n
1621<\/td>\nFIGURE 2603.4.1.6 FOAM PLASTIC, ATTIC AND CRAWL SPACES <\/td>\n<\/tr>\n
1623<\/td>\nFIGURE 2603.4.1.13 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER <\/td>\n<\/tr>\n
1626<\/td>\nFIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
1627<\/td>\nSECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER <\/td>\n<\/tr>\n
1628<\/td>\nSECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
1630<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
1631<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANEL <\/td>\n<\/tr>\n
1632<\/td>\nFIGURE 2607.4 FLAME BARRIER
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING <\/td>\n<\/tr>\n
1633<\/td>\nSECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
1634<\/td>\nFIGURE 2609.2 PLASTIC ROOF PANEL SEPARATION FROM OTHER PANELS <\/td>\n<\/tr>\n
1635<\/td>\nFIGURE 2609.3 PLASTIC ROOF PANEL SEPARATION FROM EXTERIOR WALL
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
1636<\/td>\nSECTION 2610 LIGHT-TRANSMITTINGPLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
1637<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
1638<\/td>\nFIGURE 2611.3(1) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS\u2014EXAMPLE 1
SECTION 2612 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
1639<\/td>\nFIGURE 2611.3(2) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
1641<\/td>\nSECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1643<\/td>\nCHAPTER 27: ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
1645<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1647<\/td>\nCHAPTER 28: MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
1648<\/td>\nFIGURE 2801.1 EXAMPLE LABELS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1649<\/td>\nCHAPTER 29: PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
1651<\/td>\nTABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
1652<\/td>\nTABLE 2902.1\u2014(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
1653<\/td>\nTABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
1656<\/td>\nTABLE 2902.1.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 <\/td>\n<\/tr>\n
1657<\/td>\nTABLE 2902.1.1(2) SOLUTION SUMMARY FOR SAMPLE PROBLEM 2 <\/td>\n<\/tr>\n
1659<\/td>\nTABLE 2902.1.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3 <\/td>\n<\/tr>\n
1661<\/td>\nTABLE 2902.1.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4 <\/td>\n<\/tr>\n
1662<\/td>\nFIGURE 2902.3(1) RESTAURANT ENTRY SIGN <\/td>\n<\/tr>\n
1663<\/td>\nFIGURE 2902.3(2) CUSTOMER TOILET ACCESS <\/td>\n<\/tr>\n
1664<\/td>\nFIGURE 2902.3.1 WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING <\/td>\n<\/tr>\n
1666<\/td>\nBIBLIOGRAPHY
CHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
1667<\/td>\nSECTION 3001 GENERAL <\/td>\n<\/tr>\n
1668<\/td>\nSECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
1670<\/td>\nFIGURE 3002.3 ELEVATOR CORRIDOR CALL STATION PICTOGRAPH <\/td>\n<\/tr>\n
1671<\/td>\nFIGURE 3002.4(a) EXAMPLES\u2013ELEVATOR CAR SIZING\u20143,500 lb PASSENGER ELEVATOR <\/td>\n<\/tr>\n
1672<\/td>\nFIGURE 3002.4(b) EXAMPLES\u2013ELEVATOR CAR SIZING\u20144,000 lb PASSENGER ELEVATOR
FIGURE 3002.6 ADDITIONAL DOOR IN FRONT OF HOISTWAY <\/td>\n<\/tr>\n
1673<\/td>\nSECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
1674<\/td>\nSECTION 3004 HOISTWAY VENTING <\/td>\n<\/tr>\n
1675<\/td>\nFIGURE 3004.1 STACK EFFECT <\/td>\n<\/tr>\n
1676<\/td>\nFIGURE 3004.3 SIZING OF VENT AREA
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
1677<\/td>\nFIGURE 3005.2.1 DRAFT AND SPRINKLER WATER CURTAIN <\/td>\n<\/tr>\n
1678<\/td>\nSECTION 3006 MACHINE ROOMS <\/td>\n<\/tr>\n
1679<\/td>\nFIGURE 3006.4 EXCEPTIONS MACHINE ROOM FIRE RESISTANCE <\/td>\n<\/tr>\n
1680<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
1681<\/td>\nTABLE 3007.4 LOBBY COMPARISON TABLE\u2014FIRE SERVICES ACCESS ELEVATORS AND OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
1683<\/td>\nFIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
1684<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
1690<\/td>\nBIBLIOGRAPHY <\/td>\n<\/tr>\n
1691<\/td>\nCHAPTER 31: SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
1694<\/td>\nFIGURE 3102.6.1 NONCOMBUSTIBLE AND FLAME-RESISTANT MEMBRANE CONSTRUCTION <\/td>\n<\/tr>\n
1696<\/td>\nSECTION 3103 TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
1697<\/td>\nSECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
FIGURE 3104 EXAMPLE\u2014PEDESTRIAN WALKWAY <\/td>\n<\/tr>\n
1698<\/td>\nFIGURE 3104.5 PEDESTRIAN WALKWAY\u2014BUILDING INTERFACE <\/td>\n<\/tr>\n
1700<\/td>\nFIGURE 3104.10 TUNNELED WALKWAY
SECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
1701<\/td>\nFIGURE 3105(1) EXAMPLE\u2014CANOPY
FIGURE 3105(2) EXAMPLE OF CANOPY STRUCTURE
FIGURE 3105(3) EXAMPLE\u2014AWNING <\/td>\n<\/tr>\n
1702<\/td>\nSECTION 3106 MARQUEES
FIGURE 3106(1) EXAMPLE\u2014MARQUEE
FIGURE 3106(2) EXAMPLE\u2014MARQUEE <\/td>\n<\/tr>\n
1703<\/td>\nFIGURE 3106.2 PERMISSIBLE PROJECTION, HEIGHT AND CLEARANCES FOR MARQUEES <\/td>\n<\/tr>\n
1704<\/td>\nSECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS <\/td>\n<\/tr>\n
1705<\/td>\nSECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
1706<\/td>\nFIGURE 3109.4.1 OPENING LIMITATIONS
FIGURE 3109.4.1.1 BARRIER OPENINGS <\/td>\n<\/tr>\n
1707<\/td>\nFIGURE 3109.4.1.3 PRIVATE SWIMMING POOL BARRIER CONSTRUCTION
FIGURE 3109.4.1.5 CHAIN-LINK FENCE MESH FORPRIVATE SWIMMING POOLS <\/td>\n<\/tr>\n
1709<\/td>\nSECTION 3110 AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
1710<\/td>\nSECTION 3111 SOLAR PHOTOVOLTAIC PANELS\/MODULES
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1711<\/td>\nCHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL <\/td>\n<\/tr>\n
1712<\/td>\nSECTION 3202 ENCROACHMENTS
FIGURE 3202.1.1 ENCROACHMENT BELOW GRADE
FIGURE 3202.1.3 AREAWAYS <\/td>\n<\/tr>\n
1713<\/td>\nFIGURE 3202.2.1 STEPS <\/td>\n<\/tr>\n
1714<\/td>\nFIGURE 3202.2.3 AWNINGS <\/td>\n<\/tr>\n
1715<\/td>\nFIGURE 3202.3.1 AWNINGS, CANOPIES, MARQUEES AND SIGNS 8 FEET OR MORE ABOVE GRADE
FIGURE 3202.3.2 WINDOWS, BALCONIES, ARCHITECTURAL FEATURES AND MECHANICAL EQUIPMENT <\/td>\n<\/tr>\n
1717<\/td>\nCHAPTER 33: SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS <\/td>\n<\/tr>\n
1718<\/td>\nSECTION 3303 DEMOLITION <\/td>\n<\/tr>\n
1719<\/td>\nSECTION 3304 SITE WORK
SECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1720<\/td>\nTABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1722<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
1723<\/td>\nSECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
1724<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1725<\/td>\nCHAPTER 34: EXISTING STRUCTURES <\/td>\n<\/tr>\n
1726<\/td>\nSECTION 3401 GENERAL <\/td>\n<\/tr>\n
1728<\/td>\nSECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS <\/td>\n<\/tr>\n
1729<\/td>\nFIGURE 3403.1 EXISTING BUILDING WITH ADDITION <\/td>\n<\/tr>\n
1730<\/td>\nSECTION 3404 ALTERATIONS <\/td>\n<\/tr>\n
1732<\/td>\nSECTION 3405 REPAIRS <\/td>\n<\/tr>\n
1735<\/td>\nSECTION 3406 FIRE ESCAPES <\/td>\n<\/tr>\n
1737<\/td>\nSECTION 3407 GLASS REPLACEMENT
SECTION 3408 CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
1738<\/td>\nSECTION 3409 HISTORIC BUILDINGS
SECTION 3410 MOVED STRUCTURES
SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
1744<\/td>\nTABLE 3411.8.5 RAMPS <\/td>\n<\/tr>\n
1747<\/td>\nSECTION 3412 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
1751<\/td>\nEQUATION 34-1
EQUATION 34-2 <\/td>\n<\/tr>\n
1752<\/td>\nEQUATION 34-3 <\/td>\n<\/tr>\n
1753<\/td>\nEQUATION 34-4
FIGURE 3412.6.2.2(1) ALLOWABLE AREA\u2014SINGLE OCCUPANCY BUILDING <\/td>\n<\/tr>\n
1754<\/td>\nFIGURE 3412.6.2.2(2) ALLOWABLE AREA\u2014MIXED OCCUPANCY BUILDING <\/td>\n<\/tr>\n
1756<\/td>\nTABLE 3412.6.3 COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
1757<\/td>\nTABLE 3412.6.4 SEPARATION VALUES
FIGURE 3412.6.4.1(1) DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
1758<\/td>\nFIGURE 3412.6.4.1(2) TENANT SEPARATION <\/td>\n<\/tr>\n
1759<\/td>\nTABLE 3412.6.5 CORRIDOR WALL VALUES
FIGURE 3412.6.5(1) CORRIDOR WALL VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
1760<\/td>\nFIGURE 3412.6.5(2) CORRIDOR WALL VALUES\u2014CATEGORY
TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE <\/td>\n<\/tr>\n
1761<\/td>\nTABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR
EQUATION 34-5 <\/td>\n<\/tr>\n
1762<\/td>\nTABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES <\/td>\n<\/tr>\n
1763<\/td>\nTABLE 3412.6.9 FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
1764<\/td>\nTABLE 3412.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
1766<\/td>\nFIGURE 3412.6.11(1) MEANS OF EGRESS VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
1767<\/td>\nTABLE 3412.6.11 MEANS OF EGRESS VALUES
FIGURE 3412.6.11(2) MEANS OF EGRESS VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
1768<\/td>\nTABLE 3412.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
1769<\/td>\nFIGURE 3412.6.12.1(1) TYPICAL DEAD-END CORRIDOR
FIGURE 3412.6.12.1(2) DEAD-END VALUES\u2014CATEGORY
FIGURE 3412.6.12.1(3) DEAD-END VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
1770<\/td>\nEQUATION 34-6
FIGURE 3412.6.13(1) EXIT ACCESS TRAVEL DISTANCE VALUES\u2014OCCUPANCY GROUP S-1 <\/td>\n<\/tr>\n
1771<\/td>\nFIGURE 3412.6.13(2) EXIT ACCESS TRAVEL DISTANCE VALUES\u2014OCCUPANCY GROUP B
FIGURE 3412.6.13(3) EXIT ACCESS TRAVEL DISTANCE VALUES\u2014OCCUPANCY GROUP R
TABLE 3412.6.14 ELEVATOR CONTROL VALUES <\/td>\n<\/tr>\n
1772<\/td>\nTABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
1773<\/td>\nTABLE 3412.6.16 MIXED OCCUPANCY VALUES <\/td>\n<\/tr>\n
1775<\/td>\nTABLE 3412.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
1776<\/td>\nTABLE 3412.6.18 STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
1778<\/td>\nTABLE 3412.6.19 INCIDENTAL USE AREA VALUES <\/td>\n<\/tr>\n
1779<\/td>\nTABLE 3412.7 SUMMARY SHEET\u2014BUILDING CODE <\/td>\n<\/tr>\n
1780<\/td>\nTABLE 3412.8 MANDATORY SAFETY SCORES
TABLE 3412.9 EVALUATION FORMULAS <\/td>\n<\/tr>\n
1781<\/td>\nTABLE 3412.9 EVALUATION FORMULAS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1783<\/td>\nCHAPTER 35: REFERENCED STANDARDS <\/td>\n<\/tr>\n
1784<\/td>\nFIGURE 35 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1785<\/td>\nAA
AAMA
ACI <\/td>\n<\/tr>\n
1786<\/td>\nAF&PA
AISC
AISI <\/td>\n<\/tr>\n
1787<\/td>\nAITC
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
1788<\/td>\nAPA
APSP <\/td>\n<\/tr>\n
1789<\/td>\nASABE
ASCE\/SEI
ASME <\/td>\n<\/tr>\n
1790<\/td>\nASTM <\/td>\n<\/tr>\n
1796<\/td>\nAWCI
AWPA
AWS
BHMA <\/td>\n<\/tr>\n
1797<\/td>\nCGSB
CPA
CPSC
CSA <\/td>\n<\/tr>\n
1798<\/td>\nCSSB
DASMA
DOC
DOJ <\/td>\n<\/tr>\n
1799<\/td>\nDOL
DOTn
EN
FEMA
FM <\/td>\n<\/tr>\n
1800<\/td>\nGA
HPVA
HUD
ICC <\/td>\n<\/tr>\n
1801<\/td>\nISO
NAAMM <\/td>\n<\/tr>\n
1802<\/td>\nNCMA
NFPA <\/td>\n<\/tr>\n
1803<\/td>\nPCI
PTI <\/td>\n<\/tr>\n
1804<\/td>\nRMI
SDI
SJI
SPRI
TIA <\/td>\n<\/tr>\n
1805<\/td>\nTMS
TPI
UL <\/td>\n<\/tr>\n
1806<\/td>\nULC <\/td>\n<\/tr>\n
1807<\/td>\nUSC
WDMA
WRI <\/td>\n<\/tr>\n
1809<\/td>\nAPPENDIX EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS <\/td>\n<\/tr>\n
1810<\/td>\nSECTION A102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1811<\/td>\nAPPENDIX B: BOARD OF APPEALS
SECTION B101 GENERAL <\/td>\n<\/tr>\n
1815<\/td>\nAPPENDIX C: GROUP U-AGRICULTURAL BUILDINGS
SECTION C101 GENERAL <\/td>\n<\/tr>\n
1816<\/td>\nSECTION C102 ALLOWABLE HEIGHT AND AREA
TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY <\/td>\n<\/tr>\n
1817<\/td>\nSECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
1819<\/td>\nAPPENDIX D: FIRE DISTRICTS
SECTION D101 GENERAL <\/td>\n<\/tr>\n
1820<\/td>\nFIGURE D101.2.1 EXAMPLE OF FIRE DISTRICTS <\/td>\n<\/tr>\n
1821<\/td>\nFIGURE D101.2.2 BUFFER ZONES
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
1822<\/td>\nFIGURE D101.2.3 ADDING ADJACENT BLOCKS <\/td>\n<\/tr>\n
1824<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
1825<\/td>\nFIGURE D104 BUILDINGS PARTIALLY WITHIN FIRE DISTRICTS
SECTION D106 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1827<\/td>\nAPPENDIX E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS <\/td>\n<\/tr>\n
1828<\/td>\nSECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
1829<\/td>\nTABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
1830<\/td>\nSECTION E105 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
1831<\/td>\nSECTION E106 TELEPHONES <\/td>\n<\/tr>\n
1832<\/td>\nTABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
1833<\/td>\nSECTION E107 SIGNAGE <\/td>\n<\/tr>\n
1834<\/td>\nSECTION E108 BUS STOPS <\/td>\n<\/tr>\n
1835<\/td>\nSECTION E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
1837<\/td>\nSECTION E110 AIRPORTS
SECTION E111 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1839<\/td>\nAPPENDIX F: RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
1841<\/td>\nAPPENDIX G: FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION <\/td>\n<\/tr>\n
1842<\/td>\nSECTION G102 APPLICABILITY <\/td>\n<\/tr>\n
1843<\/td>\nSECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
1845<\/td>\nSECTION G104 PERMITS <\/td>\n<\/tr>\n
1846<\/td>\nSECTION G105 VARIANCES <\/td>\n<\/tr>\n
1849<\/td>\nSECTION G201 DEFINITIONS <\/td>\n<\/tr>\n
1850<\/td>\nSECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT <\/td>\n<\/tr>\n
1851<\/td>\nSECTION G501 MANUFACTURED HOMES <\/td>\n<\/tr>\n
1852<\/td>\nSECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS <\/td>\n<\/tr>\n
1853<\/td>\nSECTION G801 OTHER BUILDING WORK <\/td>\n<\/tr>\n
1854<\/td>\nSECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
1855<\/td>\nSECTION G1101 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1857<\/td>\nAPPENDIX H: SIGNS
SECTION H101 GENERAL <\/td>\n<\/tr>\n
1858<\/td>\nSECTION H102 DEFINITIONS <\/td>\n<\/tr>\n
1859<\/td>\nSECTION H103 LOCATION
SECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
1860<\/td>\nSECTION H106 ELECTRICAL <\/td>\n<\/tr>\n
1861<\/td>\nSECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
1862<\/td>\nSECTION H110 ROOF SIGNS <\/td>\n<\/tr>\n
1863<\/td>\nSECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
1864<\/td>\nFIGURE H112.5 ADDITIONAL SIGN LOADS <\/td>\n<\/tr>\n
1865<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS <\/td>\n<\/tr>\n
1866<\/td>\nTABLE 4-B THICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1867<\/td>\nAPPENDIX I: PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR WALLS AND OPENINGS <\/td>\n<\/tr>\n
1868<\/td>\nFIGURE I102.1 PATIO COVERS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
1869<\/td>\nAPPENDIX J: GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS <\/td>\n<\/tr>\n
1870<\/td>\nSECTION J103 PERMITS REQUIRED
SECTION J104 PERMIT APPLICATION AND SUBMITTALS <\/td>\n<\/tr>\n
1871<\/td>\nSECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS <\/td>\n<\/tr>\n
1872<\/td>\nSECTION J107 FILLS
FIGURE J107.3 BENCHING DETAILS <\/td>\n<\/tr>\n
1873<\/td>\nSECTION J108 SETBACKS
FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
1874<\/td>\nSECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL <\/td>\n<\/tr>\n
1875<\/td>\nSECTION J111 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1877<\/td>\nAPPENDIX K: ADMINISTRATIVE PROVISIONS
SECTION K101 GENERAL
SECTION K102 APPLICABILITY
SECTION K103 PERMITS <\/td>\n<\/tr>\n
1878<\/td>\nSECTION K104 CONSTRUCTION DOCUMENTS
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K106 REQUIRED INSPECTIONS
SECTION K107 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
1879<\/td>\nSECTION K108 TESTING
SECTION K109 RECONNECTION
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K111 ELECTRICAL PROVISIONS <\/td>\n<\/tr>\n
1881<\/td>\nAPPENDIX L: EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
1883<\/td>\nAPPENDIX M: TSUNAMI-GENERATED FLOOD HAZARD <\/td>\n<\/tr>\n
1884<\/td>\nSECTION M101 TSUNAMI-GENERATED FLOOD HAZARD <\/td>\n<\/tr>\n
1886<\/td>\nSECTION M102 REFERENCED STANDARDS
BIBLIOGRAPHY <\/td>\n<\/tr>\n
1887<\/td>\nINDEX <\/td>\n<\/tr>\n
1925<\/td>\nCOMMITTED TO BUILDING A GREEN AND SUSTAINABLE WORLD <\/td>\n<\/tr>\n
1926<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
1927<\/td>\nMEMBERSHIP BENEFITS <\/td>\n<\/tr>\n
1928<\/td>\nVALUABLE GUIDES TO CHANGES IN THE 2012 I-CODES\u00ae <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

IBC Code and Commentary Combo, Vol. 1 & 2<\/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>\n1928<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":110149,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-110148","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\/110148","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\/110149"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=110148"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=110148"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=110148"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}