{"id":12726,"date":"2024-10-16T21:09:11","date_gmt":"2024-10-16T21:09:11","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ibc-commentary-09-2009\/"},"modified":"2024-10-24T11:44:11","modified_gmt":"2024-10-24T11:44:11","slug":"ibc-commentary-09-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/ibc-commentary-09-2009\/","title":{"rendered":"IBC Commentary 09 2009"},"content":{"rendered":"

A practical tool that helps you to master the code you deal with every day!<\/p>\n

This comprehensive online publication provides a convenient reference for regulations of the 2009 International Building Code\u00ae (IBC\u00ae).<\/p>\n

Presented in an easy-to-reference format the commentary includes the full text of the code, including tables and figures, followed by corresponding commentary at the end of each section in one document. Every chapter begins with “General Comments” and “Purpose” sections followed by code and commentary to subsequent sections, tables and figures. This in-depth publication focuses on providing the full meaning and implications of the 2009 IBC\u00ae.<\/p>\n

The commentaries are designed to suggest the most effective method of application, and the consequences of not adhering to the code. This is an excellent reference for code officials, engineers, architects, inspectors, plans examiners, contractors and anyone who needs a better understanding of the 2009 IBC\u00ae.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2009_IBC_Comm_vol_I_COMPLETE_1stptg
INTERNATIONAL BUILDING CODE\u00ae CODE AND COMMENTARY VOLUME I <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
3<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
7<\/td>\nCHAPTER 1 – SCOPE AND ADMINISTRATION <\/td>\n<\/tr>\n
8<\/td>\nPART 1 – SCOPE AND APPLICATION
SECTION 101 – GENERAL <\/td>\n<\/tr>\n
10<\/td>\nSECTION 102 – APPLICABILITY
PART 2 – ADMINISTRATION AND ENFORCEMENT
SECTION 103 – DEPARTMENT OF BUILDING SAFETY <\/td>\n<\/tr>\n
11<\/td>\nSECTION 104 – DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
14<\/td>\nSECTION 105 – PERMITS <\/td>\n<\/tr>\n
17<\/td>\nSECTION 106 – FLOOR AND ROOF DESIGN LOADS <\/td>\n<\/tr>\n
18<\/td>\nSECTION 107 – SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
21<\/td>\nSECTION 108 – TEMPORARY STRUCTURES AND USES <\/td>\n<\/tr>\n
22<\/td>\nSECTION 109 – FEES <\/td>\n<\/tr>\n
23<\/td>\nSECTION 110 – INSPECTIONS <\/td>\n<\/tr>\n
25<\/td>\nSECTION 111 – CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
26<\/td>\nSECTION 112 – SERVICE UTILITIES
SECTION 113 – BOARD OF APPEALS <\/td>\n<\/tr>\n
27<\/td>\nSECTION 114 – VIOLATIONS <\/td>\n<\/tr>\n
28<\/td>\nSECTION 115 – STOP WORK ORDER
SECTION 116 – UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
31<\/td>\nCHAPTER 2 – DEFINITIONS
SECTION 201 – GENERAL
SECTION 202 – DEFINITIONS <\/td>\n<\/tr>\n
49<\/td>\nCHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION <\/td>\n<\/tr>\n
51<\/td>\nFIGURE 302.1 – GROUP CLASSIFICATION <\/td>\n<\/tr>\n
53<\/td>\nFIGURE 303.1 (1) – ACCESSORY ASSEMBLY USE LIMITED BY OCCUPANT LOAD
FIGURE 303.1 (2) – ACCESSORY ASSEMBLY USE GREATER THAN 10% OF FLOOR AREA BUT LESS THAN 750SQ FT <\/td>\n<\/tr>\n
54<\/td>\nFIGURE 303.1 (3) GROUP A-1
FIGURE 303.1 (4) GROUP A-1 <\/td>\n<\/tr>\n
55<\/td>\nFIGURE 303.1 ( 5) – GROUP A-2 <\/td>\n<\/tr>\n
56<\/td>\nTABLE 303.1 – SMALL ASSEMBLY USES – OCCUPANCY ASSIGNMENT <\/td>\n<\/tr>\n
65<\/td>\nTABLE 307.1 (1) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
66<\/td>\nTABLE 307.1 (1) – CONTINUED MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
67<\/td>\nTABLE 307.1 (2) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
80<\/td>\nFIGURE 308.3 (1) – GROUP 1-2 – HOSPITAL <\/td>\n<\/tr>\n
81<\/td>\nFIGURE 308.3 (2) – GROUP 1-2 – NURSING HOME
FIGURE 308.3.1 – OCCUPANCY CLASSIFICATION OF CARE FACILITIES <\/td>\n<\/tr>\n
82<\/td>\nFIGURE 308.4 – GROUP 1-3 – OCCUPANCY CONDITIONS <\/td>\n<\/tr>\n
83<\/td>\nFIGURE 308.4.1 – CONDITION 1
FIGURE 308.4.2 – CONDITION 2 <\/td>\n<\/tr>\n
84<\/td>\nFIGURE 308.4.3 – CONDITION 3
FIGURE 308.4.4 – CONDITION 4 <\/td>\n<\/tr>\n
85<\/td>\nFIGURE 308.4.5 – CONDITION 5 <\/td>\n<\/tr>\n
87<\/td>\nFIGURE 309.1 (1) – GROUP M – DEPARTMENT STORE <\/td>\n<\/tr>\n
88<\/td>\nFIGURE 309.1 (2) – GROUP M – SELF SERVICE GAS STATION (NO CAR REPAIR IS DONE) <\/td>\n<\/tr>\n
90<\/td>\nFIGURE 310.1 (1) – GROUP R-1 – HOTEL (OCCUPANTS PRIMARILY TRANSIENT) <\/td>\n<\/tr>\n
91<\/td>\nFIGURE 310..1 (2) – GROUP R-2 – BOARDING HOUSE (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
92<\/td>\nFIGURE 310.1 (3) – GROUP R-2 – APARTMENTS (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
93<\/td>\nFIGURE 310.1 (4) – GROUP R-2 – DORMITORY (OCCUPANTS PRIMARILY NONTRANSIENT) <\/td>\n<\/tr>\n
94<\/td>\nFIGURE 310.1 (5) – GROUP R-3 – MIXED OCCUPANCY BUILDING
FIGURE 310.1 (6) – GROUP R-3 – MIXED OCCUPANCY BUILDING <\/td>\n<\/tr>\n
97<\/td>\nFIGURE 311.2 – GROUP S-1 – REPAIR GARAGES <\/td>\n<\/tr>\n
98<\/td>\nFIGURE 311.3 – GROUP S-2 – ENCLOSED PARKING GARAGE <\/td>\n<\/tr>\n
101<\/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
103<\/td>\nFIGURE 402.2 – COVERED MALL BUILDING <\/td>\n<\/tr>\n
105<\/td>\nFIGURE 402.4 – MEANS OF EGRESS <\/td>\n<\/tr>\n
108<\/td>\nFIGURE 402.5.1 – MALL MINIMUM WIDTH <\/td>\n<\/tr>\n
109<\/td>\nFIGURE 402.5.2 – MINIMUM WIDTH OF OPEN MALL <\/td>\n<\/tr>\n
111<\/td>\nFIGURE 402.7.2 – TENANT SPACE AND ANCHOR BUILDING SEPARATIONS <\/td>\n<\/tr>\n
115<\/td>\nFIGURE 402.16 – STOREFRONT SIGNAGE WITH PLASTIC SIGNS <\/td>\n<\/tr>\n
116<\/td>\nSECTION 403 – HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
117<\/td>\nFIGURE 403.1 (1) – HIGH-RISE BUILDING <\/td>\n<\/tr>\n
118<\/td>\nFIGURE 403.1 (2) – HIGH-RISE BUILDINGS – STACK EFFECT <\/td>\n<\/tr>\n
119<\/td>\nFIGURE 403.1 (3) – HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
121<\/td>\nTABLE 403.2.4 – MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
126<\/td>\nFIGURE 403.5.1 – HIGH-RISE BUILDINGS: REMOTENESS OF EXIT STAIRWAYS <\/td>\n<\/tr>\n
129<\/td>\nFIGURE 403.6.1 – HIGH-RISE BUILDINGS: FIRE SERVICE ACCESS ELEVATORS <\/td>\n<\/tr>\n
130<\/td>\nSECTION 404 – ATRIUMS <\/td>\n<\/tr>\n
133<\/td>\nFIGURE 404.6 (1) – ENCLOSURE OF ATRIUMS ( EXCEPTION 1)
FIGURE 404.6 (2) – ENCLOSURE OF ATRIUMS (EXCEPTION 3) <\/td>\n<\/tr>\n
134<\/td>\nSECTION 405 – UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
135<\/td>\nFIGURE 405.1 – EXAMPLES OF UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
137<\/td>\nFIGURE 405.4 – EXAMPLE OF COMPARTMENTATION, ELEVATOR PROTECTION AND EGRESS OF AN UNDERGROUND BUILDING <\/td>\n<\/tr>\n
138<\/td>\nFIGURE 405.4.1 – EXAMPLE OF HORIZONTAL COMPARTMENTATION <\/td>\n<\/tr>\n
140<\/td>\nSECTION 406 – MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
145<\/td>\nFIGURE 406.3.3.1 – TWO-STORY OPEN PARKING GARAGE <\/td>\n<\/tr>\n
146<\/td>\nTABLE 406.3.5 – OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
150<\/td>\nSECTION 407 – GROUP I-2 <\/td>\n<\/tr>\n
152<\/td>\nFIGURE 407.2.1 – GROUP 1-2: WAITING ROOMS AND SIMILAR AREAS <\/td>\n<\/tr>\n
153<\/td>\nFIGURE 407.2.2 – GROUP I-2: NURSES’ STATION <\/td>\n<\/tr>\n
154<\/td>\nFIGURE 407.3 – GROUP I-2: CORRIDOR WALLS <\/td>\n<\/tr>\n
155<\/td>\nFIGURE 407.4 – GROUP I-2: SMOKE BARRIER <\/td>\n<\/tr>\n
156<\/td>\nFIGURE 407.4.2(1) – ACCEPTABLE EGRESS ARRANGEMENT <\/td>\n<\/tr>\n
157<\/td>\nFIGURE 407.4.2 (2) – UNACCEPTABLE EGRESS ARRANGEMENT <\/td>\n<\/tr>\n
158<\/td>\nSECTION 408 – GROUP I-3 <\/td>\n<\/tr>\n
159<\/td>\nFIGURE 408.1 – GROUP I-3: OCCUPANCY CONDITIONS <\/td>\n<\/tr>\n
163<\/td>\nFIGURE 408.4.1 – GROUP I-3: MANUAL RELEASE <\/td>\n<\/tr>\n
164<\/td>\nFIGURE 408.5(1) – GROUP I-3: VERTICAL OPENINGS <\/td>\n<\/tr>\n
165<\/td>\nFIGURE 408.5 (2) – GROUP I-3: VERTICAL OPENINGS <\/td>\n<\/tr>\n
166<\/td>\nFIGURE 408.6.1 – GROUP I-3: SMOKE COMPARTMENTS <\/td>\n<\/tr>\n
167<\/td>\nFIGURE 408.6.2 – GROUP I-3: REFUGE AREA <\/td>\n<\/tr>\n
168<\/td>\nSECTION 409 – MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
170<\/td>\nSECTION 410 – STAGES AND PLATFORMS <\/td>\n<\/tr>\n
176<\/td>\nSECTION 411 – SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
178<\/td>\nSECTION 412 – AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
180<\/td>\nTABLE 412.3.2 – HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
183<\/td>\nTABLE 412.4.6 – HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
186<\/td>\nSECTION 413 – COMBUSTIBLE STORAGE
SECTION 414 – HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
188<\/td>\nFIGURE 414.2 – CONTROL AREAS <\/td>\n<\/tr>\n
189<\/td>\nTABLE 414.2.2 – DESIGN AND NUMBER OF CONTROL AREAS
FIGURE 414.2.2 – CONTROL AREAS <\/td>\n<\/tr>\n
192<\/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
193<\/td>\nTABLE 414.2.5(2) – MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDSIN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA <\/td>\n<\/tr>\n
195<\/td>\nTABLE 414.5.1 – EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
197<\/td>\nSECTION 415 – GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
203<\/td>\nTABLE 415.3.1 – MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
204<\/td>\nTABLE 415.3.1\u2014continued – MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
205<\/td>\nTABLE 415.3.2 – DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
211<\/td>\nTABLE 415.8.2.1.1 – QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
214<\/td>\nFIGURE 415.8.3 – ALLOWABLE HPM CORRIDOR ARRANGEMENTS <\/td>\n<\/tr>\n
221<\/td>\nFIGURE 415.8.11.2 – CROSS-SECTIONAL DIAMETERS OF VARIOUS-SHAPED DUCTS <\/td>\n<\/tr>\n
222<\/td>\nSECTION 416 – APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
223<\/td>\nSECTION 417 – DRYING ROOMS <\/td>\n<\/tr>\n
224<\/td>\nSECTION 418 – ORGANIC COATINGS <\/td>\n<\/tr>\n
225<\/td>\nSECTION 419 – LIVE\/WORK UNITS <\/td>\n<\/tr>\n
228<\/td>\nSECTION 420 – GROUPS I-1, R-1, R-2, R-3 <\/td>\n<\/tr>\n
229<\/td>\nSECTION 421 – HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
231<\/td>\nSECTION 422 – AMBULATORY HEALTH CARE FACILITIES <\/td>\n<\/tr>\n
232<\/td>\nSECTION 423 – STORM SHELTERS <\/td>\n<\/tr>\n
237<\/td>\nCHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
238<\/td>\nSECTION 501 – GENERAL
SECTION 502 – DEFINITIONS <\/td>\n<\/tr>\n
239<\/td>\nFIGURE 502.1 (1) – BUILDING AREA-PROJECTED
FIGURE 502.1 (2) – STORY ABOVE GRADE <\/td>\n<\/tr>\n
240<\/td>\nFIGURE 502.1(3)DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE SLOPES UNIFORMLY ALONGTHE ENTIRE LENGTH OF THE EXTERIOR WALLS <\/td>\n<\/tr>\n
241<\/td>\nFIGURE 502.1(4) – DETERMINATION OF GRADE PLANE ELEVATIONS WHERE GRADE AND EXTERIOR WALLS ARE IRREGULAR
FIGURE 502.1 (5) – DETERMINATION OF GRADE PLANE WHERE GRADE SLOPES AWAY FROM THE EXTERIOR WALL <\/td>\n<\/tr>\n
242<\/td>\nFIGURE 502.1(6) – DETERMINATION OF GRADE PLANE ELEVATION WHERE GRADE DOES NOT SLOPE UNIFORMLY ALONG THE LENGTH OF THE EXTERIOR WALLS
FIGURE 502.1(7) – BUILDING HEIGHT <\/td>\n<\/tr>\n
243<\/td>\nSECTION 503 – GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
FIGURE 503.1 – MINIMUM CONSTRUCTION TYPEIN ACCORDANCE WITH TABLE 503 <\/td>\n<\/tr>\n
245<\/td>\nTABLE 503 – ALLOWABLE BUILDING HEIGHTS AND AREASa <\/td>\n<\/tr>\n
246<\/td>\nFIGURE 503.1.2(1) – BUILDINGS ON SAME LOT <\/td>\n<\/tr>\n
247<\/td>\nFIGURE 503.1.2(2) – TWO BUILDINGS ON SAME LOT CREATED BY FIRE WALL
SECTION 504 – BUILDING HEIGHT <\/td>\n<\/tr>\n
249<\/td>\nSECTION 505 – MEZZANINES <\/td>\n<\/tr>\n
252<\/td>\nSECTION 506 – BUILDING AREA MODIFICATIONS
EQUATION 5-1 <\/td>\n<\/tr>\n
253<\/td>\nEQUATION 5-2 <\/td>\n<\/tr>\n
254<\/td>\nFIGURE 506.2 – FRONTAGE INCREASE
FIGURE 506.2 (1) – FRONTAGE INCREASE – FIRE WALL
FIGURE 506.2 (2) – FRONTAGE INCREASE <\/td>\n<\/tr>\n
255<\/td>\nFIGURE 506.2.1 (1) – FRONTAGE INCREASE – THREE SIDES
FIGURE 506.2.1 (2) – FRONTAGE INCREASE – FOUR SIDES
FIGURE 506.2.2 (1) – ACCESS TO OPEN SPACE <\/td>\n<\/tr>\n
256<\/td>\nFIGURE 506.2.2 (2) – ACCESS TO OPEN SPACE <\/td>\n<\/tr>\n
261<\/td>\nSECTION 507 – UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
262<\/td>\nFIGURE 507.1 – REQUIRED SEPARATION FOR UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
265<\/td>\nFIGURE 507.8(1) – USE GROUP H-2 NOT LOCATED AT THE PERIMETER OF AN UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n
266<\/td>\nFIGURE 507.8(2) – GROUP H-2 AT THE CORNER OF AN UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n
267<\/td>\nFIGURE 507.8(3)GROUP H-2 AT THE CORNER OF AN UNLIMITED AREA BUILDING <\/td>\n<\/tr>\n
268<\/td>\nSECTION 508 – MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
269<\/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
271<\/td>\nTABLE 508.2.5 – INCIDENTAL ACCESSORY OCCUPANCIES <\/td>\n<\/tr>\n
273<\/td>\nFIGURE – 508.3 – NONSEPARATED USES <\/td>\n<\/tr>\n
277<\/td>\nTABLE 508.4 – REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <\/td>\n<\/tr>\n
278<\/td>\nFIGURE 508.4(1)SEPARATED OCCUPANCIES\u2014EXAMPLE 1
FIGURE 508.4(2)SEPARATED OCCUPANCIES\u2014EXAMPLE 1: LOCATION ON STORIES <\/td>\n<\/tr>\n
281<\/td>\nSECTION 509 – SPECIAL PROVISIONS
FIGURE 508.4(3) – SEPARATED OCCUPANCIES\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
282<\/td>\nFIGURE 508.4 (4) – SEPARATED OCCUPANCIES – EXAMPLE 3 <\/td>\n<\/tr>\n
284<\/td>\nFIGURE 509.2 – HORIZONTAL BUILDING SEPARATION <\/td>\n<\/tr>\n
285<\/td>\nFIGURE 509.4 – EXAMPLE R-1 OVER ENCLOSED PARKING <\/td>\n<\/tr>\n
286<\/td>\nFIGURE 509.5 – EXAMPLE TYPE IIIA, GROUP R-2 HEIGHT INCREASE <\/td>\n<\/tr>\n
287<\/td>\nFIGURE 509.6 – EXAMPLE TYPE IIA, GROUP R-2 HEIGHT INCREASE <\/td>\n<\/tr>\n
288<\/td>\nFIGURE 509.7OPEN PARKING BELOW OTHER GROUPS <\/td>\n<\/tr>\n
290<\/td>\nFIGURE 509.8 -EXAMPLES S-2 PARKING OVER GROUP B AND M OCCUPANCIES <\/td>\n<\/tr>\n
291<\/td>\nFIGURE 509.9 – MULTIPLE SEPARATE BUILDINGS <\/td>\n<\/tr>\n
293<\/td>\nCHAPTER 6 – TYPES OF CONSTRUCTION
SECTION 601 – GENERAL <\/td>\n<\/tr>\n
294<\/td>\nTABLE 601 – FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS <\/td>\n<\/tr>\n
295<\/td>\nFIGURE 601(1) – PROTECTION OF SECONDARY MEMBERS <\/td>\n<\/tr>\n
296<\/td>\nFIGURE 601(2) – PROTECTION OF ROOF CONSTRUCTION <\/td>\n<\/tr>\n
297<\/td>\nTABLE 602 – FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n
298<\/td>\nFIGURE 602(1) – DETERMINING FIRE SEPARATION DISTANCE
FIGURE 602(2) – DETERMINING FIRE SEPARATION DISTANCE FOR MULTISTORY BUILDINGS <\/td>\n<\/tr>\n
299<\/td>\nSECTION 602 – CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
300<\/td>\nFIGURE 602.2 – EXAMPLES OF TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
301<\/td>\nFIGURE 602.3 – EXAMPLE OF TYPE III CONSTRUCTION <\/td>\n<\/tr>\n
302<\/td>\nTABLE 602.4 – WOOD MEMBER SIZE
FIGURE 602.4.1(1) – HEAVY TIMBER\u2014FLOOR BEAM AND COLUMN FRAMING <\/td>\n<\/tr>\n
303<\/td>\nFIGURE 602.4.1(2) – COLUMN\/FLOOR BEAM CONNECTIONS AMERICAN INSTITUTE FOR TIMBER CONSTRUCTION <\/td>\n<\/tr>\n
304<\/td>\nFIGURE 602.4.3(1) – SPACED MEMBERS WITH COVER PLATE
FIGURE 602.4.3 (2 0 – SOLID BLOCKING OF SPACED MEMBERS <\/td>\n<\/tr>\n
305<\/td>\nFIGURE 602.4.4 (1) – CONCEALED SPACES <\/td>\n<\/tr>\n
306<\/td>\nFIGURE 602.4.4 (2) – HEAVY TIMBER FLOORING <\/td>\n<\/tr>\n
307<\/td>\nSECTION 603 – COMBUSTIBLE MATERIAL IN TYPE IAND II CONSTRUCTION <\/td>\n<\/tr>\n
311<\/td>\nCHAPTER 7 – FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 – GENERAL
SECTION 702 – DEFINITIONS <\/td>\n<\/tr>\n
312<\/td>\nFIGURE 702.1(1) – EXAMPLE OF ANNULAR SPACE <\/td>\n<\/tr>\n
313<\/td>\nFIGURE 702.1(2) – EXAMPLE OF DRAFTSTOPPING
FIGURE 702.1(3) – EXAMPLE OF DRAFTSTOPPING <\/td>\n<\/tr>\n
314<\/td>\nFIGURE 702.1(4)EXAMPLE OF FIRE BARRIER
FIGURE 702.1(5)EXAMPLES OF HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
316<\/td>\nFIGURE 702.1(6) – FIRE SEPARATION DISTANCE MEASURED TO AN INTERIOR LOT LINE
FIGURE 702.1(7) – FIRE SEPARATION DISTANCE MEASURED TO THE CENTERLINE OF A STREET
FIGURE 702.1(8) – FIRE SEPARATION DISTANCE MEASURED TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE SAME LOT <\/td>\n<\/tr>\n
318<\/td>\nFIGURE 702.1(9) – EXAMPLES OF FIRE-RESISTANT JOINT SYSTEMS
FIGURE 702.1(10) – EXAMPLES OF SINGLE MEMBRANE PENETRATION <\/td>\n<\/tr>\n
320<\/td>\nFIGURE 702.1(11) – SMOKE BARRIER <\/td>\n<\/tr>\n
321<\/td>\nSECTION 703 – FIRE-RESISTANCE RATINGS AND FIRE TESTS
FIGURE 702.1(12) – EXAMPLES OF THROUGH-PENETRATION FIRESTOP SYSTEMS <\/td>\n<\/tr>\n
322<\/td>\nFIGURE 703.2 – STANDARD TIME-TEMPERATURE CURVE <\/td>\n<\/tr>\n
326<\/td>\nSECTION 704 – FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
327<\/td>\nFIGURE 704.2 – COLUMN PROTECTION <\/td>\n<\/tr>\n
328<\/td>\nFIGURE 704.3 – INDIVIDUAL FIRE PROTECTION METHOD
FIGURE 704.4 – MEMBRANE FIRE PROTECTION METHOD <\/td>\n<\/tr>\n
330<\/td>\nFIGURE 704.9(1) – EXTERIOR WALL VERTICAL FLAME BARRIER <\/td>\n<\/tr>\n
332<\/td>\nSECTION 705 – EXTERIOR WALLS <\/td>\n<\/tr>\n
333<\/td>\nFIGURE 705.2 – HORIZONTAL PROJECTIONS <\/td>\n<\/tr>\n
335<\/td>\nFIGURE 705.6 – TYPE IIB AND VB EXTERIOR FIRE-RESISTANCE-RATED WALL CONTINUITY AND STRUCTURAL STABILITY
EQUATION 7-1 <\/td>\n<\/tr>\n
336<\/td>\nFIGURE 705.7 – EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
337<\/td>\nEXAMPLE -705.7 – ELEVATION OF EXTERIOR WALL <\/td>\n<\/tr>\n
338<\/td>\nTABLE 705.8 – MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
339<\/td>\nFIGURE 705.8.1 – EXAMPLES OF PERMITTED UNLIMITED OPENING AREA IN THE FIRST STORY <\/td>\n<\/tr>\n
340<\/td>\nEQUATION 7-2 <\/td>\n<\/tr>\n
341<\/td>\nFIGURE 705.8.5(1)EXTERIOR WALL VERTICAL FLAME BARRIER
FIGURE 705.8.5(2)EXTERIOR WALL HORIZONTAL FLAME BARRIER <\/td>\n<\/tr>\n
342<\/td>\nFIGURE 705.8.6 – VERTICAL FIRE EXPOSURE OF ADJACENT BUILDING <\/td>\n<\/tr>\n
344<\/td>\nSECTION 706 – FIRE WALLS <\/td>\n<\/tr>\n
345<\/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
346<\/td>\nFIGURE 706.2(1) – DETAILS OF MASONRY FIRE WALL FOR STABILITY (Compliments of NCMA) <\/td>\n<\/tr>\n
347<\/td>\nFIGURE 706.2(2) – DETAILS OF GYPSUM BOARD AREA SEPARATION WALLS (FIREWALL)(Compliments of Gypsum Association)
TABLE 706.4 – FIRE WALL FIRE-RESISTANCE RATINGS
FIGURE 706.4(1) – RELATIONSHIP BETWEEN FUEL LOAD AND FIRE ENDURANCE <\/td>\n<\/tr>\n
348<\/td>\nFIGURE 706.4(2) – OCCUPANCIES\u2014FUEL LOAD\u2014FIRE SEVERITY <\/td>\n<\/tr>\n
349<\/td>\nFIGURE 706.5.1(1) – EXAMPLE OF METHOD 1 <\/td>\n<\/tr>\n
350<\/td>\nFIGURE 706.5.1(2) – EXAMPLE OF METHOD 2
FIGURE 706.5.1(3) – EXAMPLE OF METHOD 3 <\/td>\n<\/tr>\n
352<\/td>\nFIGURE 706.6 – GENERIC FIRE WALL EXAMPLE <\/td>\n<\/tr>\n
353<\/td>\nFIGURE 706.6.1(1) – FIRE WALLS\u2014STEPPED BUILDINGS <\/td>\n<\/tr>\n
354<\/td>\nFIGURE 706.6.1(2) – FIRE WALLS\u2014STEPPED BUILDINGS
FIGURE 706.6.1(3) – FIRE WALLS\u2014EXTENSION EXCEPTION <\/td>\n<\/tr>\n
355<\/td>\nSECTION 707 – FIRE BARRIERS <\/td>\n<\/tr>\n
357<\/td>\nTABLE 707.3.9 – FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
358<\/td>\nFIGURE 707.5 – CONTINUITY OF FIRE BARRIERS <\/td>\n<\/tr>\n
360<\/td>\nSECTION 708 – SHAFT ENCLOSURES <\/td>\n<\/tr>\n
361<\/td>\nFIGURE 708.2(1) – SHAFT ENCLOSURE\u2014DRAFT CURTAIN EXCEPTION <\/td>\n<\/tr>\n
362<\/td>\nFIGURE 708.2(2) – SHAFT ENCLOSURE\u2014SHUTTERS EXCEPTION <\/td>\n<\/tr>\n
363<\/td>\nFIGURE 708.2(3) – TWO-STORY SHAFT ENCLOSURE EXCEPTION <\/td>\n<\/tr>\n
364<\/td>\nFIGURE 708.4 – VERTICAL SHAFTS\u2014FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
365<\/td>\nFIGURE 708.7 – PROTECTED OPENING IN SHAFT ENCLOSURE <\/td>\n<\/tr>\n
366<\/td>\nFIGURE 708.11(1) – VERTICAL SHAFTS\u2014BOTTOM ENCLOSURES METHOD 1
FIGURE 708.11(2) – VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE ROOM METHOD 2 <\/td>\n<\/tr>\n
367<\/td>\nFIGURE 708.11(3) – VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE ROOM METHOD 2\u2014EXCEPTION 1 <\/td>\n<\/tr>\n
368<\/td>\nFIGURE 708.11(4) – VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE WITH SPRINKLERS\u2014METHOD 2\u2014EXCEPTION 1
FIGURE 708.11(5) – VERTICAL SHAFTS\u2014BOTTOM ENCLOSURE EXCEPTION 3 <\/td>\n<\/tr>\n
369<\/td>\nFIGURE 708.12 – VERTICAL SHAFTS\u2014TOP ENCLOSURE AT FLOOR <\/td>\n<\/tr>\n
370<\/td>\nFIGURE 708.13.3 – REFUSE CHUTE (FIRE BARRIER OPTION) <\/td>\n<\/tr>\n
374<\/td>\nSECTION 709 – FIRE PARTITIONS <\/td>\n<\/tr>\n
377<\/td>\nFIGURE 709.4(1) – CONTINUITY OF FIRE PARTITIONS
FIGURE 709.4(2)(A) – FIRE PARTITION CONTINUITY <\/td>\n<\/tr>\n
378<\/td>\nFIGURE 709.4(2)(B) – FIRE PARTITION CONTINUITY
FIGURE 709.4(2)(C) – FIRE PARTITION CONTINUITY <\/td>\n<\/tr>\n
379<\/td>\nSECTION 710 – SMOKE BARRIERS <\/td>\n<\/tr>\n
381<\/td>\nFIGURE 710.5 – ACCEPTABLE MEETING EDGES OF DOUBLE MEANS OF EGRESS DOORS
SECTION 711 – SMOKE PARTITIONS <\/td>\n<\/tr>\n
383<\/td>\nSECTION 712 – HORIZONTAL ASSEMBLIES <\/td>\n<\/tr>\n
384<\/td>\nFIGURE 712.3.1 – CEILING PANELS USED IN FIRE-RESISTANCE-RATED ASSEMBLIES <\/td>\n<\/tr>\n
385<\/td>\nFIGURE 712.3.3(1) – UNUSABLE SPACE ABOVE A FIRE-RESISTANCE-RATED ASSEMBLY
FIGURE 712.3.3(2) – UNUSABLE SPACE BELOW A FIRE-RESISTANCE-RATED ASSEMBLY <\/td>\n<\/tr>\n
386<\/td>\nFIGURE 712.4(1) – CONTINUITY OF FIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY <\/td>\n<\/tr>\n
387<\/td>\nFIGURE 712.4(2) – PIPE PENETRATION OF FIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY <\/td>\n<\/tr>\n
388<\/td>\nSECTION 713 – PENETRATIONS <\/td>\n<\/tr>\n
390<\/td>\nFIGURE 713.3.1(1) – VERTICAL SHAFTS\u2014COMBUSTIBLE PENETRATIONS
FIGURE 713.3.1(2) – COMBUSTIBLE PIPE PENETRATION OF FIRE-RESISTANCE-RATED WALL <\/td>\n<\/tr>\n
391<\/td>\nFIGURE 713.3.1(3) – EXAMPLES OF ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
393<\/td>\nFIGURE 713.3.2(1) – OUTLET BOXES IN RATED ASSEMBLIES <\/td>\n<\/tr>\n
394<\/td>\nFIGURE 713.3.2(2) – EXCEPTION TO ANNULAR SPACE PROTECTION <\/td>\n<\/tr>\n
396<\/td>\nFIGURE 713.4.1(1) – NONCOMBUSTIBLE PENETRATION OF A FIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY
FIGURE 713.4.1(2) – EXAMPLES OF ANNULAR SPACE PROTECTION WITH SLEEVES <\/td>\n<\/tr>\n
398<\/td>\nFIGURE 713.4.1.1.2 – EXAMPLE OF CABLING THROUGH-PENETRATION FIRESTOP SYSTEM <\/td>\n<\/tr>\n
399<\/td>\nFIGURE 713.4.1.2(1) – PROTECTION OF PENETRATIONS THROUGH CEILING MEMBRANE OF FIRE-RESISTANCE-RATED ASSEMBLY <\/td>\n<\/tr>\n
400<\/td>\nFIGURE 713.4.1.2(2) – NONCOMBUSTIBLE PIPE PENETRATIONS OF CEILING MEMBRANE OF A FIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY <\/td>\n<\/tr>\n
401<\/td>\nFIGURE 713.4.2.1 – NONCOMBUSTIBLE PIPE PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES <\/td>\n<\/tr>\n
402<\/td>\nSECTION 714 – FIRE-RESISTANT JOINT SYSTEMS
FIGURE 714.1 – EXAMPLES OF JOINT LOCATIONS <\/td>\n<\/tr>\n
405<\/td>\nFIGURE 714.4 – EXTERIOR CURTAIN WALL\/FLOOR INTERSECTION
SECTION 715 – OPENING PROTECTIVES <\/td>\n<\/tr>\n
407<\/td>\nTABLE 715.4 – FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
413<\/td>\nTABLE 715.5 – FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
414<\/td>\nTABLE 715.5.4 – LIMITING SIZES OF WIRED GLASS PANELS <\/td>\n<\/tr>\n
415<\/td>\nSECTION 716 – DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
417<\/td>\nTABLE 716.3.2.1 – FIRE DAMPER RATING <\/td>\n<\/tr>\n
419<\/td>\nFIGURE 716.5 – FIRE DAMPERS IN RATED WALL <\/td>\n<\/tr>\n
421<\/td>\nFIGURE 716.5.3.1(1) – FIRE DAMPERS\u2014EXCEPTION 1 <\/td>\n<\/tr>\n
422<\/td>\nFIGURE 716.5.3.1(2) – FIRE DAMPERS\u2014EXCEPTION 1.4 <\/td>\n<\/tr>\n
423<\/td>\nFIGURE 716.5.4(1) – FIRE DAMPERS-EXCEPTION 1
FIGURE 716.5.4(2) – FIRE DAMPERS\u2014EXCEPTION 2 <\/td>\n<\/tr>\n
425<\/td>\nFIGURE 716.6.1(1) – AIR DUCT PENETRATION OF A FIRE-RESISTANCE-RATED FLOOR\/CEILING ASSEMBLY <\/td>\n<\/tr>\n
426<\/td>\nFIGURE 716.6.1(2) – AIR DUCT PENETRATION OF A FIRE-RESISTANCE-RATED ROOF ASSEMBLY <\/td>\n<\/tr>\n
427<\/td>\nFIGURE 716.6.3(1) – DUCT PENETRATIONS OF NONFIRE-RESISTANCE-RATED ASSEMBLIES <\/td>\n<\/tr>\n
428<\/td>\nFIGURE 716.6.3(2) – FIRE DAMPERS IN DUCTS PENETRATING NONFIRE-RESISTANCE-RATED ASSEMBLIES
SECTION 717 – CONCEALED SPACES <\/td>\n<\/tr>\n
430<\/td>\nFIGURE 717.2.3(1) – FIREBLOCKING\u2014SOFFITS <\/td>\n<\/tr>\n
431<\/td>\nFIGURE 717.2.3(2) – FIREBLOCKING\u2014DROP CEILINGS
FIGURE 717.2.3(3) – FIREBLOCKING\u2014COVE CEILING <\/td>\n<\/tr>\n
432<\/td>\nFIGURE 717.2.4 – FIREBLOCKING\u2014STAIRS <\/td>\n<\/tr>\n
433<\/td>\nFIGURE 717.2.7 – FIREBLOCKING\u2014CONCEALED FLOOR SPACES <\/td>\n<\/tr>\n
434<\/td>\nFIGURE 717.3.2 – DRAFTSTOPPING\u2014GROUPS R-1, R-2, R-3 AND R-4 AT TENANT AND DWELLING UNIT SEPARATIONS <\/td>\n<\/tr>\n
435<\/td>\nFIGURE 717.3.3 – DRAFTSTOPPING\u2014CONCEALED FLOOR SPACES, OTHER GROUPS <\/td>\n<\/tr>\n
436<\/td>\nFIGURE 717.4.2(1) – DRAFTSTOPPING AT TENANT AND DWELLING UNIT SEPARATIONS <\/td>\n<\/tr>\n
437<\/td>\nFIGURE 717.4.2(2) – DRAFTSTOPPING IN LINE WITH TENANT AND DWELLING UNIT SEPARATION WALLS
SECTION 718 – FIRE-RESISTANCE REQUIREMENTS FOR PLASTER <\/td>\n<\/tr>\n
438<\/td>\nSECTION 719 – THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
439<\/td>\nFIGURE 719.2 – CONCEALED INSULATION <\/td>\n<\/tr>\n
440<\/td>\nSECTION 720 – PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
441<\/td>\nFIGURE 720.1.1(1) – STEEL COLUMN ENCASED IN CONCRETE
FIGURE 720.1.1(2) – REINFORCING STEEL IN CONCRETE COLUMNS, BEAMS, GIRDERS AND TRUSSES <\/td>\n<\/tr>\n
442<\/td>\nFIGURE 720.1(2)(a) – CONCRETE WALL <\/td>\n<\/tr>\n
443<\/td>\nFIGURE 720.1(2)(b) – METAL STUD WALL WITH PLASTER
FIGURE 720.1(3) – WOOD FLOOR TRUSS <\/td>\n<\/tr>\n
444<\/td>\nTABLE 720.1(1) – MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
445<\/td>\nTABLE 720.1(1)\u2014continued – MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODSFOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
446<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
447<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
448<\/td>\nTABLE 720.1(2 – )RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
449<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
450<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
451<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
452<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
453<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
454<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
455<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
456<\/td>\nTABLE 720.1(3) – MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
457<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
458<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
459<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
460<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
461<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
462<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
463<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
464<\/td>\nSECTION 721 – CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
466<\/td>\nTABLE 721.2.1.1 – MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS,LOAD-BEARING OR NONLOAD-BEARING <\/td>\n<\/tr>\n
467<\/td>\nEQUATION 7-3
FIGURE 721.2.1.2 – FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS <\/td>\n<\/tr>\n
468<\/td>\nTABLE 721.2.1.2(2) – FIRE-RESISTANCE RATINGS BASED ON R
TABLE 721.2.1.2(1) – VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 <\/td>\n<\/tr>\n
469<\/td>\nFIGURE 721.2.1.3.1 – CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
470<\/td>\nTABLE 721.2.1.4(1) – MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
471<\/td>\nTABLE 721.2.1.4(2) – TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
472<\/td>\nTABLE 721.2.2.1 – MINIMUM SLAB THICKNESS (inches)
FIGURE 721.2.2.1.2 – DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS <\/td>\n<\/tr>\n
473<\/td>\nEQUATION 7-5
FIGURE 721.2.2.1.3 – SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 721.2.2.2 – FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
474<\/td>\nFIGURE 721.2.2.3(1) – FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 721.2.2.3(2) – FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
475<\/td>\nTABLE 721.2.3(1) – COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(2) – COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(3) – MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) <\/td>\n<\/tr>\n
476<\/td>\nTABLE 721.2.3(4) – MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
TABLE 721.2.3(5) – MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
477<\/td>\nTABLE 721.2.4 – MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
478<\/td>\nEQUATION 7-6 <\/td>\n<\/tr>\n
479<\/td>\nTABLE 721.3.2 – MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
480<\/td>\nEQUATION 7-7
TABLE 721.3.4 -MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 721.3.5 – MINIMUM DIMENSION OFCONCRETE MASONRY COLUMNS (inches)
EQUATION 7-7
EQUATION 7-8 <\/td>\n<\/tr>\n
481<\/td>\nTABLE 721.4.1(1) – FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 721.4.1(2) – FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS <\/td>\n<\/tr>\n
482<\/td>\nEQUATION 7-9
EQUATION 7-10
TABLE 721.4.1(3) – VALUES OF R <\/td>\n<\/tr>\n
483<\/td>\nTABLE 721.4.1(4) – COEFFICIENTS FOR PLASTER
TABLE 721.4.1(5) – REINFORCED MASONRY LINTELS
TABLE 721.4.1(6) – REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-11 <\/td>\n<\/tr>\n
484<\/td>\nFIGURE 721.5.1(1) – DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
485<\/td>\nTABLE 721.5.1(1) – W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
486<\/td>\nTABLE 721.5.1(2) – PROPERTIES OF CONCRETE
TABLE 721.5.1(3) – THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS <\/td>\n<\/tr>\n
487<\/td>\nTABLE 721.5.1(4) – WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
488<\/td>\nTABLE 721.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
489<\/td>\nTABLE 721.5.1(5) – FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
490<\/td>\nTABLE 721.5.1(5)\u2014continued – FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
491<\/td>\nTABLE 721.5.1(6) – FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
492<\/td>\nTABLE 721.5.1(7) – MINIMUM COVER (inch) FOR STEEL COLUMNSENCASED IN NORMAL-WEIGHT CONCRETE a[FIGURE 721.5.1(6)(c)]
TABLE 721.5.1(8) – MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa[FIGURE 721.5.1(6)(c)] <\/td>\n<\/tr>\n
493<\/td>\nTABLE 721.5.1(9) – MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa[FIGURE 721.5.1(6)(a)]
TABLE 721.5.1(10) – MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa[FIGURE 721.5.1(6)(a)] <\/td>\n<\/tr>\n
494<\/td>\nEQUATION 7-12
FIGURE 721.5.1(2) – GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS <\/td>\n<\/tr>\n
495<\/td>\nFIGURE 721.5.1(3) – GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM
FIGURE 721.5.1.2.1 – EXAMPLE\u2014STEEL COLUMN PROTECTED WITH WALLBOARD <\/td>\n<\/tr>\n
496<\/td>\nEQUATION 7-13
FIGURE 721.5.1(4) – FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 721.5.1(5) – WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS <\/td>\n<\/tr>\n
498<\/td>\nEQUATION 7-14
FIGURE 721.5.1.4 EXAMPLE\u2014STEEL COLUMN ENCASED INCONCRETE
FIGURE 721.5.1(6) – CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
499<\/td>\nEQUATION 7-15
EQUATION 7-16
FIGURE 721.5.1(7) – CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
500<\/td>\nFIGURE 721.5.2 – DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS <\/td>\n<\/tr>\n
501<\/td>\nEQUATION 7-17 <\/td>\n<\/tr>\n
502<\/td>\nFIGURE 721.6 – EXAMPLE\u2014WOOD STUD WALL WITH WALLBOARD <\/td>\n<\/tr>\n
503<\/td>\nTABLE 721.6.2(1) – TIME ASSIGNED TO WALLBOARD MEMBRANES
TABLE 721.6.2(2) – TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME <\/td>\n<\/tr>\n
504<\/td>\nEQUATION 7-18
EQUATION 7-19
EQUATION 7-20
TABLE 721.6.2(3) – MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 721.6.2(4) – FLOORING OR ROOFING OVER WOOD FRAMING
TABLE 721.6.2(5) – TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
505<\/td>\nEQUATION 7-21
FIGURE 721.6.3(1) – LOAD FIGURE
FIGURE 721.6.3(2) – EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
509<\/td>\nCHAPTER 8 – INTERIOR FINISHES
SECTION 801 – GENERAL <\/td>\n<\/tr>\n
510<\/td>\nSECTION 802 – DEFINITIONS <\/td>\n<\/tr>\n
512<\/td>\nSECTION 803 – WALL AND CEILING FINISHES
FIGURE 803.1(1)ASTM E 84 TUNNEL TEST
\n
FIGURE 803.1(2)FLAME IN TUNNEL TEST <\/td>\n<\/tr>\n
513<\/td>\nFIGURE 803.1(3) – TYPICAL FLAME SPREAD OF COMMON MATERIALS
FIGURE 803.1.2(1) – ROOM CORNER TEST
FIGURE 803.1.2(2) – FLAME IN ROOM CORNER TEST <\/td>\n<\/tr>\n
517<\/td>\nTABLE 803.9 – INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <\/td>\n<\/tr>\n
518<\/td>\nFIGURE 803.11.2 – SET-OUT CONSTRUCTION <\/td>\n<\/tr>\n
519<\/td>\nFIGURE 803.11.4 – THIN INTERIOR FINISHES
SECTION 804 – INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
520<\/td>\nFIGURE 804.2 – RADIANT FLOOR PANEL TEST (NFPA 253) <\/td>\n<\/tr>\n
521<\/td>\nSECTION 805 – COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 – DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
523<\/td>\nFIGURE 806.5(1) – TRIM COVERAGE AREA
FIGURE 806.5(2) – MAXIMUM DIMENSION-FOAM PLASTIC TRIM <\/td>\n<\/tr>\n
524<\/td>\nSECTION 807 – INSULATION
SECTION 808 – ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
527<\/td>\nCHAPTER 9 – FIRE PROTECTION SYSTEMS
SECTION 901 – GENERAL <\/td>\n<\/tr>\n
529<\/td>\nSECTION 902 – DEFINITIONS <\/td>\n<\/tr>\n
538<\/td>\nSECTION 903 – AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
540<\/td>\nFIGURE 903.2 – SUMMARY OF OCCUPANCY-RELATED AUTOMATIC SPRINKLER THRESHOLDS <\/td>\n<\/tr>\n
545<\/td>\nTABLE 903.2.5.2 – GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
548<\/td>\nFIGURE 903.2.10.1 – SPACING OF OPENINGS IN STORIES OR BASEMENTS <\/td>\n<\/tr>\n
549<\/td>\nFIGURE 903.2.10.1(1) – OPENINGS IN STORIES OR BASEMENTS\u2014LESS THAN 75 FEET FROM ANY POINT TO AN OPENING
FIGURE 903.2.10.1(2) – OPENINGS IN STORIES OR BASEMENTS\u2014MORE THAN 75 FEET FROM ANY POINT TO AN OPENING
FIGURE 903.2.10.1(3) – OPENINGS IN STORIES OR BASEMENTS\u2014LESS THAN 75 FEET FROM ANY POINT TO AN OPENING
FIGURE 903.2.10.1(4) – OPENINGS IN STORIES OR BASEMENTS <\/td>\n<\/tr>\n
552<\/td>\nTABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
553<\/td>\nFIGURE 903.3 – SAMPLE SPRINKLER SYSTEM DRAWING AND DATASUBMITTALS <\/td>\n<\/tr>\n
554<\/td>\nFIGURE 903.3.1 – NFPA 13, NFPA 13R, NFPA 13D SYSTEMS <\/td>\n<\/tr>\n
555<\/td>\nFIGURE 903.3.1.1 – TYPICAL WET PIPE SYSTEM <\/td>\n<\/tr>\n
561<\/td>\nSECTION 904 – ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
568<\/td>\nSECTION 905 – STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
570<\/td>\nFIGURE 905.3.1(1) – HEIGHT THRESHOLD FOR STANDPIPES
FIGURE 905.3.1(2) – HEIGHT REQUIREMENTS FOR STANDPIPES WITH MULTIPLE LEVELS OF FIRE DEPARTMENT VEHICLE ACCESS <\/td>\n<\/tr>\n
576<\/td>\nSECTION 906 – PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
577<\/td>\nTABLE 906.1 – ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
TABLE 906.1\u2014continued – ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE <\/td>\n<\/tr>\n
578<\/td>\nTABLE 906.3(1) – FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS <\/td>\n<\/tr>\n
579<\/td>\nTABLE 906.3(2) – FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH <\/td>\n<\/tr>\n
581<\/td>\nSECTION 907 – FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
583<\/td>\nFIGURE 907.2 – SUMMARY OF MANUAL FIRE ALARM AND AUTOMATIC SMOKE DETECTION SYSTEM THRESHOLDS <\/td>\n<\/tr>\n
593<\/td>\nFIGURE 907.2.11.2 – LOCATION OF SMOKE ALARMS IN A DWELLING UNIT <\/td>\n<\/tr>\n
604<\/td>\nTABLE 907.5.2.3.3 – VISIBLE ALARMS <\/td>\n<\/tr>\n
607<\/td>\nSECTION 908 – EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
609<\/td>\nSECTION 909 – SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
612<\/td>\nFIGURE 909.4.1 – STACK EFFECT <\/td>\n<\/tr>\n
616<\/td>\nEQUATION 9-1 <\/td>\n<\/tr>\n
617<\/td>\nEQUATION 9-2 <\/td>\n<\/tr>\n
619<\/td>\nFIGURE 909.8(1) – SMOKE LAYER INTERFACE IN AN ATRIUM
FIGURE 909.8(2) – AXISYMMETRICAL PLUME
FIGURE 909.8(3) – BALCONY SPILL PLUME <\/td>\n<\/tr>\n
620<\/td>\nFIGURE 909.8(4) – WINDOW PLUME
FIGURE 909.8(5) – PLUGHOLING <\/td>\n<\/tr>\n
621<\/td>\nFIGURE 909.8.1(1) – EXAMPLE, CRITICAL LEVEL OF SMOKE <\/td>\n<\/tr>\n
622<\/td>\nFIGURE 909.8.1(2) – SMOKE LAYER INTERFACE <\/td>\n<\/tr>\n
623<\/td>\nEQUATION 9-3 <\/td>\n<\/tr>\n
632<\/td>\nFIGURE 909.20.1 – DIMENSIONAL REQUIREMENTS FOR SMOKEPROOF ENCLOSURE VESTIBULE <\/td>\n<\/tr>\n
633<\/td>\nFIGURE 909.20.3.2 – SMOKEPROOF ENCLOSURE WITH OPEN VESTIBULE ARRANGEMENT <\/td>\n<\/tr>\n
634<\/td>\nFIGURE 909.20.4.1 – SMOKEPROOF ENCLOSURE WITH CORRIDOR ARRANGEMENT <\/td>\n<\/tr>\n
635<\/td>\nFIGURE 909.20.4.2 – MECHANICALLY VENTILATED VESTIBULE <\/td>\n<\/tr>\n
637<\/td>\nSECTION 910 – SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
639<\/td>\nTABLE 910.3 – REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
640<\/td>\nFIGURE 910.3.4 – SMOKE AND HEAT VENT SPACING <\/td>\n<\/tr>\n
641<\/td>\nEQUATION 9-4 <\/td>\n<\/tr>\n
643<\/td>\nSECTION 911 – FIRE COMMAND CENTER <\/td>\n<\/tr>\n
644<\/td>\nSECTION 912 – FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
645<\/td>\nFIGURE 912.3.1 – LOCKING FDC CAPS <\/td>\n<\/tr>\n
646<\/td>\nFIGURE 912.4 – FIRE DEPARTMENT CONNECTION WITH SIGN
SECTION 913 – FIRE PUMPS <\/td>\n<\/tr>\n
648<\/td>\nSECTION 914 – EMERGENCY RESPONDER SAFETY FEATURES
FIGURE 914.1.1 – SHAFTWAY SIGNAGE <\/td>\n<\/tr>\n
649<\/td>\nSECTION 915 – EMERGENCY RESPONDER RADIO COVERAGE <\/td>\n<\/tr>\n
651<\/td>\nCHAPTER 10 – MEANS OF EGRESS <\/td>\n<\/tr>\n
652<\/td>\nSECTION 1001 – ADMINISTRATION
SECTION 1002 – DEFINITIONS <\/td>\n<\/tr>\n
653<\/td>\nFIGURE 1002.1(1) – AISLES AND AISLE ACCESSWAYS <\/td>\n<\/tr>\n
654<\/td>\nFIGURE 1002.1(2) – BALANCED DOOR <\/td>\n<\/tr>\n
655<\/td>\nFIGURE 1002.1(3) – EXIT
FIGURE 1002.1(5) – EXIT ACCESS <\/td>\n<\/tr>\n
656<\/td>\nFIGURE 1002.1(6) – EXIT DISCHARGE
FIGURE 1002.1(7) – EXIT DISCHARGE, LEVEL OF <\/td>\n<\/tr>\n
657<\/td>\nFIGURE 1002.1(4) – EXIT HORIZONTAL <\/td>\n<\/tr>\n
660<\/td>\nSECTION 1003 – GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
661<\/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
663<\/td>\nFIGURE 1003.3.2(1) – POST-MOUNTED OBJECTS
FIGURE 1003.3.2(2) – POST-MOUNTED PROTRUDING OBJECTS <\/td>\n<\/tr>\n
664<\/td>\nFIGURE 1003.3.3 – EXAMPLES OF HORIZONTAL PROJECTIONS <\/td>\n<\/tr>\n
665<\/td>\nFIGURE 1003.5 – ELEVATION CHANGE
SECTION 1004 – OCCUPANT LOAD <\/td>\n<\/tr>\n
666<\/td>\nFIGURE 1004.1 – COMBINED OCCUPANT LOAD FOR EGRESS DESIGN <\/td>\n<\/tr>\n
667<\/td>\nTABLE 1004.1.1 – MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
668<\/td>\nFIGURE 1004.1.1 – TYPICAL NET FLOOR AREA OCCUPANT LOAD CALCULATION <\/td>\n<\/tr>\n
669<\/td>\nFIGURE 1004.3 – EXAMPLE OF OCCUPANT LOAD LIMIT SIGN <\/td>\n<\/tr>\n
670<\/td>\nFIGURE 1004.5(1) – EGRESS CONVERGENCE AT FIRST STORY <\/td>\n<\/tr>\n
671<\/td>\nFIGURE 1004.5(2) – EGRESS CONVERGENCE AT INTERMEDIATE LEVEL
FIGURE 1004.5(3) – NO EGRESS CONVERGENCE <\/td>\n<\/tr>\n
672<\/td>\nFIGURE 1004.7 – TYPICAL FIXED SEATING <\/td>\n<\/tr>\n
673<\/td>\nSECTION 1005 – EGRESS WIDTH <\/td>\n<\/tr>\n
675<\/td>\nFIGURE 1005.2 – TYPICAL DOOR RESTRICTIONS INTO PASSAGEWAY, AISLE AND CORRIDOR WIDTH <\/td>\n<\/tr>\n
676<\/td>\nSECTION 1006 – MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
677<\/td>\nSECTION 1007 – ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
681<\/td>\nFIGURE 1007.2.1 – ELEVATOR REQUIRED FOR ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
682<\/td>\nFIGURE 1007.3(1) – ACCESSIBLE MEANS OF EGRESS STAIRWAY WITH ENLARGED STORY-LEVEL LANDING <\/td>\n<\/tr>\n
683<\/td>\nFIGURE 1007.3(2) – ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM AN AREA OF REFUGE <\/td>\n<\/tr>\n
684<\/td>\nFIGURE 1007.3(3) – ACCESSIBLE MEANS OF EGRESS STAIRWAY ACCESSED FROM A HORIZONTAL EXIT <\/td>\n<\/tr>\n
687<\/td>\nFIGURE 1007.6 – SEPARATE TRAVEL DISTANCES TO AN AREA OF REFUGE <\/td>\n<\/tr>\n
689<\/td>\nFIGURE 1007.8(1) – EXTERIOR AREA OF RESCUE ASSISTANCE\u2014PLAN VIEW <\/td>\n<\/tr>\n
690<\/td>\nFIGURE 1007.8(2) – EXTERIOR AREA OF RESCUE ASSISTANCE\u2014ELEVATION <\/td>\n<\/tr>\n
692<\/td>\nSECTION 1008 – DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
693<\/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
697<\/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
698<\/td>\nTABLE 1008.1.4.1 – REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
702<\/td>\nFIGURE 1008.1.5 – DOOR LANDINGS <\/td>\n<\/tr>\n
703<\/td>\nFIGURE 1008.1.7(1) – VERTICAL CHANGES IN LEVEL
FIGURE 1008.1.7(3) – BEVELED CHANGES IN LEVEL
FIGURE 1008.1.7(2) – BEVELED CHANGES IN LEVEL
FIGURE 1008.1.7(4) – DOOR THRESHOLD HEIGHT LIMITATIONS <\/td>\n<\/tr>\n
704<\/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
705<\/td>\nFIGURE 1008.1.9.1 – DOOR HARDWARE <\/td>\n<\/tr>\n
706<\/td>\nFIGURE 1008.1.9.3 – SURFACE AND FLUSH BOLT LOCATIONS <\/td>\n<\/tr>\n
707<\/td>\nFIGURE 1008.1.9.4 – TYPICAL MANUAL BOLT HARDWARE <\/td>\n<\/tr>\n
711<\/td>\nFIGURE 1008.1.10.1 – EXAMPLES OF TYPICAL PANIC HARDWARE <\/td>\n<\/tr>\n
712<\/td>\nFIGURE 1008.1.10.1\u2014continued – EXAMPLES OF TYPICAL PANIC HARDWARE <\/td>\n<\/tr>\n
714<\/td>\nSECTION 1009 – STAIRWAYS <\/td>\n<\/tr>\n
715<\/td>\nFIGURE 1009.2(1) – STAIRWAY HEADROOM REQUIREMENTS <\/td>\n<\/tr>\n
716<\/td>\nFIGURE 1009.2(2) – EXAMPLE OF SECTION 1009.2, EXCEPTION 2 <\/td>\n<\/tr>\n
717<\/td>\nFIGURE 1009.4.1 – TREAD DEPTH MEASUREMENT <\/td>\n<\/tr>\n
718<\/td>\nFIGURE 1009.4.2 – TREAD\/RISER DIMENSIONS <\/td>\n<\/tr>\n
719<\/td>\nFIGURE 1009.4.3 – STAIR WINDERS WITHIN A DWELLING <\/td>\n<\/tr>\n
720<\/td>\nFIGURE 1009.4.4(1) – CONSISTENTLY SHAPED WINDERS
FIGURE 1009.4.4(2) – SLOPED LANDING <\/td>\n<\/tr>\n
721<\/td>\nFIGURE 1009.4.5(1) – TREAD\/RISER PROFILE(SOLID RISER) <\/td>\n<\/tr>\n
722<\/td>\nFIGURE 1009.4.5(2) – TREAD\/RISER PROFILE(OPEN RISER)
FIGURE 1009.5(1) – TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY <\/td>\n<\/tr>\n
723<\/td>\nFIGURE 1009.5(2) – TYPICAL LANDING DIMENSIONS STRAIGHT-RUN STAIRWAY
FIGURE 1009.5(3) – REVERSING RUN STAIRWAY <\/td>\n<\/tr>\n
724<\/td>\nFIGURE 1009.5(4) – DOOR CLEARANCE REQUIREMENTS IN STAIRWAYS <\/td>\n<\/tr>\n
725<\/td>\nFIGURE 1009.7 – STAIRWAY RISE LIMITATION <\/td>\n<\/tr>\n
726<\/td>\nFIGURE 1009.8 – CURVED STAIRWAYS\u2014MINIMUM DIMENSIONAL REQUIREMENTS
FIGURE 1009.9 – SPIRAL STAIRWAYS <\/td>\n<\/tr>\n
728<\/td>\nFIGURE 1009.10 – TYPICAL ALTERNATING TREAD DEVICE
FIGURE 1009.11 – TYPICAL SHIP LADDER <\/td>\n<\/tr>\n
729<\/td>\nFIGURE 1009.12 – EXAMPLE OF SECTION 1009.12, EXCEPTION 3 <\/td>\n<\/tr>\n
730<\/td>\nSECTION 1010 – RAMPS <\/td>\n<\/tr>\n
731<\/td>\nFIGURE 1010.2 – TYPICAL MEANS OF EGRESS RAMP <\/td>\n<\/tr>\n
732<\/td>\nFIGURE 1010.5.3 – DOORWAY OPENING ONTO LANDING <\/td>\n<\/tr>\n
733<\/td>\nFIGURE 1010.6 – RAMP LANDINGS <\/td>\n<\/tr>\n
734<\/td>\nFIGURE 1010.8(1) – RAMP WITH HANDRAIL AT WALL <\/td>\n<\/tr>\n
735<\/td>\nFIGURE 1010.8(2) – RAMP WITH HANDRAIL AND BARRIER
FIGURE 1010.8(3) – RAMP WITH HANDRAIL AND CURB
FIGURE 1010.8(4) – RAMP WITH HANDRAIL AND GUARD <\/td>\n<\/tr>\n
737<\/td>\nSECTION 1011 – EXIT SIGNS
FIGURE 1010.9.1 – EDGE PROTECTION <\/td>\n<\/tr>\n
738<\/td>\nFIGURE 1011.1 – EXIT SIGNS WITHIN AN EXIT ENCLOSURE <\/td>\n<\/tr>\n
739<\/td>\nFIGURE 1011.5.1 – MINIMUM SIZES OF EXIT SIGNS <\/td>\n<\/tr>\n
740<\/td>\nSECTION 1012 – HANDRAILS <\/td>\n<\/tr>\n
741<\/td>\nFIGURE 1012.3.1 – EXAMPLE OF TYPE I ALTERNATIVE HANDRAIL CONFIGURATION
FIGURE 1012.2 – HANDRAIL REQUIREMENTS <\/td>\n<\/tr>\n
742<\/td>\nFIGURE 1012.3.2 – EXAMPLES OF TYPE II HANDRAIL CONFIGURATIONS <\/td>\n<\/tr>\n
743<\/td>\nFIGURE 1012.4(1) – EXAMPLES OF PROHIBITED HANDRAIL DESIGNS <\/td>\n<\/tr>\n
744<\/td>\nFIGURE 1012.4(2) – REDUCED BRACKET EXTENSIONS EXAMPLE PER SECTION 1012.4, EXCEPTION 3 <\/td>\n<\/tr>\n
745<\/td>\nFIGURE 1012.8(1) – TYPICAL HANDRAIL ARRANGEMENT <\/td>\n<\/tr>\n
746<\/td>\nFIGURE 1012.8(2) – PROJECTION OF HANDRAIL
FIGURE 1012.9 – HANDRAILS FOR MONUMENTAL STAIRS
SECTION 1013 – GUARDS <\/td>\n<\/tr>\n
747<\/td>\nFIGURE 1013.1(1) – OPEN-SIDED WALKING AREA
FIGURE 1013.1(2) – DROP OFF AND GUARD HEIGHT MESAUREMENTS <\/td>\n<\/tr>\n
748<\/td>\nFIGURE 1013.1.1 – GUARD SYSTEM WITH GLAZING <\/td>\n<\/tr>\n
749<\/td>\nFIGURE 1013.2 – GUARD HEIGHT <\/td>\n<\/tr>\n
750<\/td>\nFIGURE 1013.3(1) – GUARD OPENING LIMITATIONS
FIGURE 1013.3(2) – EXAMPLE OF GUARD WITH HORIZONTAL MEMBERS
SECTION 1014 – EXIT ACCESS <\/td>\n<\/tr>\n
751<\/td>\nFIGURE 1013.6 – PROTECTION AT ROOF-HATCH OPENING <\/td>\n<\/tr>\n
752<\/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
755<\/td>\nFigure 1014.2.3.3 – MEANS OF EGRESS TRAVEL IN SUITES WITH GROUP I-2 PATIENT SLEEPING ROOMS <\/td>\n<\/tr>\n
756<\/td>\nFIGURE 1014.2.4.3 – MEANS OF EGRESS TRAVEL IN SUITES WITH GROUP I-2 PATIENT TREATMENT ROOMS <\/td>\n<\/tr>\n
757<\/td>\nSECTION 1015 – 5 EXIT AND EXIT ACCESS DOORWAYS
FIGURE 1014.3 – COMMON PATH OF EGRESS TRAVEL <\/td>\n<\/tr>\n
758<\/td>\nTABLE 1015.1 – SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
759<\/td>\nFIGURE 1015.2.1(1) – EXAMPLES OF REMOTENESS BETWEEN EXITS OR EXIT ACCESS DOORS FROM A ROOM OR BUILDING <\/td>\n<\/tr>\n
760<\/td>\nFIGURE 1015.2.1(2) – REMOTENESS OF EXITS INTERCONNECTING BY A 1-HOUR FIRE-RESISTANCE-RATED CORRIDOR <\/td>\n<\/tr>\n
761<\/td>\nFIGURE 1015.2.1(3) – REMOTENESS OF EXITS IN A BUILDING WITH AN AUTOMATIC SPRINKLER SYSTEM
FIGURE 1015.2.1(4) – REMOTE LOCATION OF EXIT ACCESS DOORS (ADJOINING ROOMS) <\/td>\n<\/tr>\n
762<\/td>\nSECTION 1016 – EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
763<\/td>\nFIGURE 1016.1(1) – LENGTH OF EXIT ACCESS TRAVEL
FIGURE 1016.1(2) – MEASURING TRAVEL DISTANCE USING RECTILINEAR APPROACH <\/td>\n<\/tr>\n
765<\/td>\nTABLE 1016.1 – EXIT ACCESS TRAVEL DISTANCEa
SECTION 1017 – AISLES <\/td>\n<\/tr>\n
766<\/td>\nFIGURE 1017.3 – AISLES AND AISLE ACCESSWAYS IN MERCANTILE <\/td>\n<\/tr>\n
767<\/td>\nFIGURE 1017.4 – AISLE AND AISLE ACCESSWAY MEASUREMENT WITH SEATING AND TABLE
FIGURE 1017.4.1 – ACCESS FOR TABLES AND SEAT <\/td>\n<\/tr>\n
768<\/td>\nSECTION 1018 – CORRIDORS <\/td>\n<\/tr>\n
769<\/td>\nTABLE 1018.1 – CORRIDOR FIRE-RESISTANCE RATING
FIGURE 1018.1 – APPLICATION OF TABLE 1018.1 <\/td>\n<\/tr>\n
772<\/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
775<\/td>\nFIGURE 1018.6(1)CORRIDOR CONTINUITY\u2014EXAMPLE 1
FIGURE 1018.6(2)CORRIDOR CONTINUITY\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
776<\/td>\nFIGURE 1018.6(3) – CORRIDOR CONTINUITY\u2014EXAMPLE 3
FIGURE 1018.6(4) – ELEVATOR LOBBY\/CORRIDOR OPTION 1 <\/td>\n<\/tr>\n
777<\/td>\nFIGURE 1018.6(5) – ELEVATOR LOBBY\/CORRIDOR OPTION 2
FIGURE 1018.6(6) – ELEVATOR LOBBY\/CORRIDOR OPTION 3 <\/td>\n<\/tr>\n
778<\/td>\nSECTION 1019 – EGRESS BALCONIES
FIGURE 1019.2 – EGRESS BALCONIES
SECTION 1020 – EXITS <\/td>\n<\/tr>\n
779<\/td>\nSECTION 1021 – NUMBER OF EXITS AND CONTINUITY <\/td>\n<\/tr>\n
780<\/td>\nTABLE 1021.1 – MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD
FIGURE 1021.1 – NUMBER OF EXITS <\/td>\n<\/tr>\n
782<\/td>\nTABLE 1021.2 – STORIES WITH ONE EXIT
FIGURE 1021.2 – STORIES WITH ONE EXIT <\/td>\n<\/tr>\n
783<\/td>\nSECTION 1022 – EXIT ENCLOSURES <\/td>\n<\/tr>\n
787<\/td>\nFIGURE 1022.6(1) – EXAMPLES OF EXTERIOR WALL PROTECTIVES <\/td>\n<\/tr>\n
788<\/td>\nFIGURE 1022.6(2) – EXTERIOR WALL PROTECTION <\/td>\n<\/tr>\n
789<\/td>\nFIGURE 1022.7 – EXAMPLE OF DISCHARGE IDENTIFICATION <\/td>\n<\/tr>\n
791<\/td>\nFIGURE 1022.9.2(1) – TYPICAL SMOKEPROOF ENCLOSURE ENTRY
FIGURE 1022.9.2(2) – TYPICAL SMOKEPROOF ENCLOSURE WITH OPEN BALCONY ARRANGEMENT <\/td>\n<\/tr>\n
792<\/td>\nSECTION 1023 – EXIT PASSAGEWAYS
FIGURE 1023.1 – ARRANGEMENT FOR LOBBY AND PASSAGEWAY <\/td>\n<\/tr>\n
794<\/td>\nSECTION 1024 – LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
795<\/td>\nFIGURE 1024.2.1 – LEADING EDGE OF STEP AND LANDING
FIGURE 1024.2.3 – HANDRAIL MARKINGS <\/td>\n<\/tr>\n
796<\/td>\nFIGURE 1024.2.4.1 – PERIMETER DEMARCATION LINES\u2014FLOOR MOUNTED OPTION
FIGURE 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
797<\/td>\nFIGURE 1024.2.6.1 – EMERGENCY EXIT SYMBOL <\/td>\n<\/tr>\n
798<\/td>\nFIGURE 1024.2.5 – OBSTACLE MARKINGS
FIGURE 1024.2.6 – EXAMPLES OF EXIT DOOR TO EXTERIOR OPTIONS <\/td>\n<\/tr>\n
799<\/td>\nSECTION 1025 – HORIZONTAL EXITS <\/td>\n<\/tr>\n
800<\/td>\nFIGURE 1025.1 – TYPICAL HORIZONTAL EXITS <\/td>\n<\/tr>\n
802<\/td>\nFIGURE 1025.4 – REFUGE AREA EXCEPTION
SECTION 1026 – EXTERIOR EXIT RAMPS AND STAIRWAYS <\/td>\n<\/tr>\n
803<\/td>\nFIGURE 1026.3 – EXTERIOR STAIRWAY <\/td>\n<\/tr>\n
805<\/td>\nFIGURE 1026.6(1) – PROTECTION OF EXTERIOR STAIRWAYS <\/td>\n<\/tr>\n
806<\/td>\nFIGURE 1026.6(2) – EXTERIOR BALCONY WITH REMOTE STAIRWAYS
SECTION 1027 – EXIT DISCHARGE <\/td>\n<\/tr>\n
807<\/td>\nFIGURE 1027.1(1) – PROTECTION OF LOBBY WITH AN EXIT DISCHARGE <\/td>\n<\/tr>\n
808<\/td>\nFIGURE 1027.1(2) – VESTIBULE WITH EXIT DISCHARGE <\/td>\n<\/tr>\n
809<\/td>\nFIGURE 1027.1(3) – SEPARATION DETAILS FOR VESTIBULE WITH EXIT DISCHARGE
FIGURE 1027.3 – EXTERIOR BALCONY AND STAIRWAY ADJACENT TO LOT LINE <\/td>\n<\/tr>\n
810<\/td>\nFIGURE 1027.5 – EXAMPLES OF EXIT DISCHARGE <\/td>\n<\/tr>\n
811<\/td>\nSECTION 1028 – ASSEMBLY <\/td>\n<\/tr>\n
812<\/td>\nFIGURE 1028.2 – GROUP A-1 WITH WAITING SPACE <\/td>\n<\/tr>\n
814<\/td>\nFIGURE 1028.6.1(1) – COMPUTATION OF WIDTH FOR STEPPED AISLES
FIGURE 1028.6.1(2) – COMPUTATION OF WIDTH FORLEVEL, SLOPED OR RAMPED AISLES <\/td>\n<\/tr>\n
815<\/td>\nTABLE 1028.6.2 – WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
816<\/td>\nFIGURE 1028.6.2.2(2) – ROOF HEIGHT (CONCAVE SUSPENDED ROOF) <\/td>\n<\/tr>\n
817<\/td>\nFIGURE 1028.6.2.3(1) – INDOOR SEATING SPRINKLERED AREAS (CONVEX DOME ROOF) <\/td>\n<\/tr>\n
818<\/td>\nFIGURE 1028.6.2.3(2) – INDOOR SEATING SPRINKLERED AREAS (CONCAVE SUSPENDED ROOF) <\/td>\n<\/tr>\n
820<\/td>\nFIGURE 1028.9.2 – TYPICAL AISLE CATCHMENTS <\/td>\n<\/tr>\n
821<\/td>\nFIGURE 1028.9.3 – COMPUTATION OF EXIT PASSAGE FOR CONVERGING AISLES <\/td>\n<\/tr>\n
822<\/td>\nFIGURE 1028.9.4 – AISLE WITH OPPOSITE EXITS
FIGURE 1028.9.5 – TYPICAL BALCONY ARRANGEMENT <\/td>\n<\/tr>\n
823<\/td>\nFIGURE 1028.10 – MINIMUM REQUIRED ROW WIDTH CLEARANCE FOR AISLE ACCESSWAYS <\/td>\n<\/tr>\n
824<\/td>\nTABLE 1028.10.1 – SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
FIGURE 1028.10.1 – TYPICAL DUAL ACCESS ROW\u2014MINIMUM AISLE ACCESSWAY WIDTH <\/td>\n<\/tr>\n
825<\/td>\nFIGURE 1028.10.2 – TYPICAL SINGLE ACCESS ROW\u2014MINIMUM AISLE ACCESSWAY WIDTH <\/td>\n<\/tr>\n
826<\/td>\nFIGURE 1028.11.1 – TYPICAL SEATING PLATFORMS ALSO USED AS STEPPING AISLES
FIGURE 1028.11.2 – TYPICAL RISER CONSTRUCTION IN STEPPED AISLES <\/td>\n<\/tr>\n
828<\/td>\nFIGURE 1028.13.1 – DISCONTINUOUS AISLE HANDRAILS
FIGURE 1028.13 – TYPICAL RAILING FOR RAMPED AISLES WITH RAILING IN THE AISLE <\/td>\n<\/tr>\n
829<\/td>\nFIGURE 1028.14.2 – TYPICAL BALCONY GUARDS AT FASCIA <\/td>\n<\/tr>\n
830<\/td>\nSECTION 1029 – EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
831<\/td>\nFIGURE 1029.2 – EMERGENCY ESCAPE WINDOW <\/td>\n<\/tr>\n
832<\/td>\nFIGURE 1029.5 – WINDOW WELLS AT EMERGENCY ESCAPE WINDOWS <\/td>\n<\/tr>\n
835<\/td>\nCHAPTER 11 – ACCESSIBILITY <\/td>\n<\/tr>\n
838<\/td>\nSECTION 1101 – GENERAL
SECTION 1102 – DEFINITIONS <\/td>\n<\/tr>\n
841<\/td>\nSECTION 1103 – SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
842<\/td>\nFIGURE 1103.2.7 – EXAMPLE OF RAISED AREA EXCEPTION <\/td>\n<\/tr>\n
843<\/td>\nSECTION 1104 – ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
845<\/td>\nFigure 1104.3.2 – EXAMPLE OF PRESS BOX ACCESSED FROM BLEACHER SEATING <\/td>\n<\/tr>\n
847<\/td>\nSECTION 1105 – ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n
848<\/td>\nFIGURE 1105.1.2 – EXAMPLE OF ELEVATED WALKWAY ENTRANCE <\/td>\n<\/tr>\n
849<\/td>\nSECTION 1106 – PARKING AND PASSENGER LOADING FACILITIES
TABLE 1106.1 – ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
851<\/td>\nFIGURE 1106.6 – EXAMPLE OF ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
852<\/td>\nSECTION 1107 – DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
860<\/td>\nTABLE 1107.6.1.1 – ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
862<\/td>\nFIGURE 1107.6.2.1.2(1) – BUILDING WITH FIRE WALLS IS TREATED AS A SINGLE STRUCTURE
FIGURE 1107.6.2.1.2(2) – TWO STRUCTURALLY JOINED BUILDINGS ARE TREATED AS A SINGLE STRUCTURE <\/td>\n<\/tr>\n
865<\/td>\nFIGURE 1107.7.1.1 – DWELLING UNITS ON ONE STORY
FIGURE 1107.7.1.2(1) – BUILDING HAS TWO ACCESSIBLE LEVELS, EACH WITH AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
866<\/td>\nFIGURE 1107.7.1.2(2) – SINGLE BUILDING WITH MULTIPLE COMMON ENTRANCES\u2014LOWER GROUND FLOOR UNITS MAY BE COVERED
FIGURE 1107.7.1.2(3) – EXAMPLE FOR GRADE CALCULATIONS <\/td>\n<\/tr>\n
868<\/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
869<\/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
870<\/td>\nFIGURE 1107.7.4 – SITE ANALYSIS TEST: THE NUMBER OF COVERED UNITS <\/td>\n<\/tr>\n
871<\/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
872<\/td>\nSECTION 1108 – SPECIAL OCCUPANCIES
TABLE 1108.2.2.1 – ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
873<\/td>\nFIGURE 1108.2.2.3(1) – EXAMPLE OF BOX SEATING IN A SPORTS VENUE
FIGURE 1108.2.2.3(2) – EXAMPLE OF BOX SEATING IN A THEATER <\/td>\n<\/tr>\n
875<\/td>\nFIGURE 1108.2.6 – EXAMPLE OF LAWN SEATING <\/td>\n<\/tr>\n
876<\/td>\nTABLE 1108.2.7.1 – RECEIVERS FOR ASSISTIVE LISTENING SYST <\/td>\n<\/tr>\n
877<\/td>\nFIGURE 1108.2.9.1 – EXAMPLE OF DINING SEATING
TABLE 1108.3 – ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
878<\/td>\nFIGURE 1108.4.1.2 – GALLERY SEATING <\/td>\n<\/tr>\n
879<\/td>\nFIGURE 1108.4.1.5 – COURTROOM WELL WORK STATIONS <\/td>\n<\/tr>\n
880<\/td>\nSECTION 1109 – OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
881<\/td>\nFIGURE 1109.2(1) – SIDE APPROACH WHEEL CHAIR TRANSFER <\/td>\n<\/tr>\n
882<\/td>\nFIGURE 1109.2.(2) – EXAMPLES OF TOILET ROOM PLANS WITH OVERLAP <\/td>\n<\/tr>\n
884<\/td>\nFIGURE 1109.2.2(1) – AMBULATORY-ACCESSIBLE COMPARTMENT
FIGURE 1109.2.2(2) – WHEELCHAIR-ACCESSIBLE COMPARTMENT; OUT-SWINGING DOOR <\/td>\n<\/tr>\n
885<\/td>\nFIGURE 1109.2.2(3) – WHEELCHAIR-ACCESSIBLE COMPARTMENT; IN-SWINGING DOOR <\/td>\n<\/tr>\n
888<\/td>\nFIGURE 1109.7(1) – PLATFORM (WHEELCHAIR) LIFT
FIGURE 1109.7(2) – STAIRWAY CHAIRLIFT <\/td>\n<\/tr>\n
889<\/td>\nFIGURE 1109.8.1(1) – EXAMPLE OF LOCKER AREA
FIGURE 1109.8.1(2) – EXAMPLE OF LOCKER ROOMS <\/td>\n<\/tr>\n
891<\/td>\nFIGURE 1109.10 – EXAMPLE OF ACCESSIBLE WORK STATION <\/td>\n<\/tr>\n
892<\/td>\nFIGURE 1109.11.1 – ACCESSIBLE DRESSING ROOM
TABLE 1109.11.2 – ACCESSIBLE CHECK-OUT AISLES <\/td>\n<\/tr>\n
893<\/td>\nFIGURE 1109.11.3 – SERVICE COUNTERS <\/td>\n<\/tr>\n
895<\/td>\nSECTION 1110 – SIGNAGE
FIGURE 1110.1 – INTERNATIONAL SYMBOLS OF ACCESSIBILITY <\/td>\n<\/tr>\n
899<\/td>\nCHAPTER 12 – INTERIOR ENVIRONMENT <\/td>\n<\/tr>\n
900<\/td>\nSECTION 1201 – GENERAL
SECTION 1202 – DEFINITIONS
SECTION 1203 – VENTILATION <\/td>\n<\/tr>\n
901<\/td>\nFIGURE 1203.2(1) – COMBINATION OF SOFFIT AND RIDGE VENTS <\/td>\n<\/tr>\n
902<\/td>\nFIGURE 1203.2(2) – VENTILATION OF RAFTER SPACE <\/td>\n<\/tr>\n
904<\/td>\nFIGURE 1203.4.1 – NATURAL LIGHT AND VENTILATION WINDOWS
FIGURE 1203.4.1.1 – NATURAL VENTILATION FROM ADJOINING SPACE <\/td>\n<\/tr>\n
905<\/td>\nFIGURE 1203.4.1.2 – VENTILATION OPENINGS BELOW GRADE <\/td>\n<\/tr>\n
906<\/td>\nSECTION 1204 – TEMPERATURE CONTROL
SECTION 1205 – LIGHTING <\/td>\n<\/tr>\n
907<\/td>\nFIGURE 1205.2.1 – NATURAL LIGHT FROM ADJACENT SPACE <\/td>\n<\/tr>\n
908<\/td>\nFIGURE 1205.3 – ARTIFICIAL LIGHTING IN A ROOM
SECTION 1206 – YARDS OR COURTS <\/td>\n<\/tr>\n
909<\/td>\nFIGURE 1206.1 – YARDS AND COURTS <\/td>\n<\/tr>\n
910<\/td>\nFIGURE 1206.3 – DIMENSIONS OF COURTS <\/td>\n<\/tr>\n
911<\/td>\nSECTION 1208 – INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
912<\/td>\nFIGURE 1208.2(1) – MINIMUM CEILING HEIGHT\u2014ALLOWABLE PROJECTIONS IN ONE- AND TWO-FAMILY DWELLINGS
FIGURE 1208.2(2) – SLOPED CEILING HEIGHTS
FIGURE 1208.2.1 – FURRED CEILING HEIGHTS <\/td>\n<\/tr>\n
913<\/td>\nSECTION 1209 – ACCESS TO UNOCCUPIED SPACES
SECTION 1210 – SURROUNDING MATERIALS <\/td>\n<\/tr>\n
915<\/td>\nCHAPTER 13 – ENERGY EFFICIENCY
SECTION 1301 – GENERAL <\/td>\n<\/tr>\n
917<\/td>\nCHAPTER 14 – EXTERIOR WALLS
SECTION 1401 – GENERAL
SECTION 1402 – DEFINITIONS <\/td>\n<\/tr>\n
919<\/td>\nFIGURE 1402.1(1) – CONTINUOUS EDGE GRIP SYSTEM
FIGURE 1402.1(2) – SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR) <\/td>\n<\/tr>\n
920<\/td>\nFIGURE 1402.1(3) – TYPICAL RUT AND RETURN SYSTEM SECTION THROUGH VERTICAL JOINT (HORIZONTAL JOINT SIMILAR)
SECTION 1403 – PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
922<\/td>\nSECTION 1404 – MATERIALS <\/td>\n<\/tr>\n
924<\/td>\nSECTION 1405 – INSTALLATION OF WALL COVERINGS
TABLE 1405.2 – MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
925<\/td>\nTABLE 1405.3.1 – CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
926<\/td>\nFIGURE 1405.3 – CLIMATE ZONES <\/td>\n<\/tr>\n
927<\/td>\nTABLE 1450.3 – CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY <\/td>\n<\/tr>\n
941<\/td>\nFIGURE 1405.4(1) – FLASHING AT SIDING ROOF INTERFACE <\/td>\n<\/tr>\n
942<\/td>\nFIGURE 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
943<\/td>\nFIGURE 1405.4(5) – FLASHING EXTENSION <\/td>\n<\/tr>\n
945<\/td>\nFIGURE 1405.7 – STONE VENEER WITH CONCRETE BACKING <\/td>\n<\/tr>\n
947<\/td>\nFIGURE 1405.9 – TERRA COTTA VENEER <\/td>\n<\/tr>\n
948<\/td>\nFIGURE 1405.10(1) – MASONRY VENEER ADHERED TO MASONRY BACKING
FIGURE 1405.10(2) – MASONRY VENEER ADHERED TO STEEL FRAME BACKING <\/td>\n<\/tr>\n
952<\/td>\nSECTION 1406 – COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
FIGURE 1405.17 – WOOD WEATHERBOARD ATTACHMENT <\/td>\n<\/tr>\n
953<\/td>\nTABLE 1406.2.1.2 – MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS <\/td>\n<\/tr>\n
955<\/td>\nSECTION 1407 – METAL COMPOSITE MATERIALS
FIGURE 1406.4 – ORIEL WINDOW <\/td>\n<\/tr>\n
958<\/td>\nSECTION 1408 – EXTERIOR INSULATION AND FINISH SYSTEMS <\/td>\n<\/tr>\n
961<\/td>\nCHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 – GENERAL
SECTION 1502 – DEFINITIONS <\/td>\n<\/tr>\n
963<\/td>\nSECTION 1503 – WEATHER PROTECTION <\/td>\n<\/tr>\n
964<\/td>\nSECTION 1504 – PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
966<\/td>\nTABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF INAREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 – FIRE CLASSIFICATION <\/td>\n<\/tr>\n
967<\/td>\nTABLE 1505.1 – MINIMUM ROOF COVERING CLASSIFICATIONFOR TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
968<\/td>\nSECTION 1506 – MATERIALS
SECTION 1507 – REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
970<\/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
972<\/td>\nTABLE 1507.2.9.2 – VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
974<\/td>\nTABLE 1507.3.7 – CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
976<\/td>\nTABLE 1507.4.3(1) – METAL ROOF COVERINGS
TABLE 1507.4.3(2) – MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
978<\/td>\nTABLE 1507.7.6 – SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
979<\/td>\nTABLE 1507.8.5 – WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
980<\/td>\nTABLE 1507.8 – WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
981<\/td>\nFIGURE 1507.8.4(1) – POSSIBLE WATER DAMAGE AT ICE DAMS
FIGURE 1507.8.4(2) – PROTECTIVE ICE SHEILD <\/td>\n<\/tr>\n
982<\/td>\nTABLE 1507.8.7 – WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
983<\/td>\nTABLE 1507.9.6 – WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 – WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
984<\/td>\nTABLE 1507.10.2 – BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
987<\/td>\nSECTION 1508 – ROOF INSULATION
TABLE 1508.2 – MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 – ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
990<\/td>\nSECTION 1510 – REROOFING <\/td>\n<\/tr>\n
995<\/td>\nINDEX <\/td>\n<\/tr>\n
1027<\/td>\nICC MEMBERSHIP BENEFITS <\/td>\n<\/tr>\n
1028<\/td>\nICC ELECTRONIC PRODUCTS <\/td>\n<\/tr>\n
1029<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
1030<\/td>\nICC IBC\u00ae HANDBOOKS <\/td>\n<\/tr>\n
1031<\/td>\n2009_IBC_Comm_vol_II_COMPLETE_1stptg
INTERNATIONAL BUILDING CODE\u00ae CODE AND COMMENTARY VOLUME 2 <\/td>\n<\/tr>\n
1032<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
1033<\/td>\nPREFACE <\/td>\n<\/tr>\n
1035<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
1037<\/td>\nCHAPTER 16 – STRUCTURAL DESIGN
SECTION 1601 – GENERAL
SECTION 1602 – DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
1042<\/td>\nSECTION 1603 – CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
1044<\/td>\nSECTION 1604 – GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 – DEFLECTION LIMITS <\/td>\n<\/tr>\n
1046<\/td>\nTABLE 1604.3.6 – CONCRETE ROOF MEMBER DEFLECTION CRITERIA <\/td>\n<\/tr>\n
1047<\/td>\nTABLE 1604.5 – OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
1051<\/td>\nEQUATION 16-6
EQUATION 16-7
EQUATION 16-14
EQUATION 16-15
EQUATION 16-21
EQUATION 16-17
SECTION 1605 – LOAD COMBINATIONS <\/td>\n<\/tr>\n
1052<\/td>\nFIGURE 1605.1(1) – EXAMPLES OF DISCONTINUOUS SHEAR WALLS <\/td>\n<\/tr>\n
1053<\/td>\nFIGURE 1605.1(2) – COLLECTORS
EQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7 <\/td>\n<\/tr>\n
1054<\/td>\nEQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15 <\/td>\n<\/tr>\n
1055<\/td>\nEQUATION 16-11
EQUATION 16-11C
EQUATION 16-13
EQUATION 16-13C
EQUATION 16-13
EQUATION 16-13C
EQUATION 16-16
EQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21 <\/td>\n<\/tr>\n
1057<\/td>\nSECTION 1606 – DEAD LOADS
SECTION 1607 – LIVE LOADS <\/td>\n<\/tr>\n
1058<\/td>\nTABLE 1607.1(1) – SUMMARY OF MINIMUM LIVE LOAD REQUIRED IN UNINHABITABLE ATTICS
FIGURE 1607.1 – DETERMINATION OF LIVE LOAD FOR UNINHABITABLE ATTIC <\/td>\n<\/tr>\n
1059<\/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
1060<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo,AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
1061<\/td>\nTABLE 1607.6 – UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
1062<\/td>\nFIGURE 1607.7.1.2 – COMPONENT DESIGN LOAD
FIGURE 1607.7.1 – HANDRAIL DESIGN LOAD <\/td>\n<\/tr>\n
1063<\/td>\nFIGURE 1607.7.3 – VEHICLE BARRIER REQUIREMENTS <\/td>\n<\/tr>\n
1064<\/td>\nEQUATION 16-22
TABLE 1607.9.1- LIVE LOAD ELEMENT FACTOR <\/td>\n<\/tr>\n
1065<\/td>\nFIGURE 1607.9.1 – LIVE LOAD REDUCTION EXAMPLE <\/td>\n<\/tr>\n
1066<\/td>\nEQUATION 16-23
EQUATION 16-24 <\/td>\n<\/tr>\n
1067<\/td>\nFIGURE 1607.10 – PARTIAL LOADING <\/td>\n<\/tr>\n
1068<\/td>\nEQUATION 16-25
EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
FIGURE 1607.11.2.1 – ROOF LIVE LOAD FROM EQUATION 16-25 <\/td>\n<\/tr>\n
1069<\/td>\nFIGURE 1607.12 – TOP-RUNNING BRIDGE CRANE <\/td>\n<\/tr>\n
1070<\/td>\nSECTION 1608 – SNOW LOADS <\/td>\n<\/tr>\n
1071<\/td>\nFIGURE 1608.1(1) – BALANCED AND UNBALANCED LOADS FOR A SAWTOOTH ROOF
FIGURE 1608.1(2) – DRIFTING SNOW ON LOW ROOFS AND DECKS <\/td>\n<\/tr>\n
1072<\/td>\nFIGURE 1608.1(3) – DRIFTING SNOW ONTO ADJACENT LOW STRUCTURE
FIGURE 1608.1(4) – SNOW DRIFTING AT ROOF PROJECTIONS
FIGURE 1608.1(5) – ADDITIONAL SURCHARGE DUE TO SLIDING SNOW <\/td>\n<\/tr>\n
1073<\/td>\nTABLE 1608.2 – GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
1074<\/td>\nFIGURE 1608.2 – GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
1075<\/td>\nFIGURE 1608.2\u2013continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
1076<\/td>\nSECTION 1609 – WIND LOADS <\/td>\n<\/tr>\n
1077<\/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
1078<\/td>\nFIGURE 1609 – BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
1079<\/td>\nFIGURE 1609\u2014continued BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
1080<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST)WESTERN GULF OF MEXICO HURRICANE COASTLINE <\/td>\n<\/tr>\n
1081<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST)EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE <\/td>\n<\/tr>\n
1082<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST)MID AND NORTHERN ATLANTIC HURRICANE COASTLINE <\/td>\n<\/tr>\n
1084<\/td>\nFIGURE 1609.1.1(1) – EXAMPLE 1 BUILDING
FIGURE 1609.1.1(2) – HORIZONTAL MWFRS LOADS\u2014TRANSVERSE DIRECTION
FIGURE 1609.1.1(3) – HORIZONTAL MWFRS LOADS\u2014LONGITUDINAL DIRECTION <\/td>\n<\/tr>\n
1085<\/td>\nFIGURE 1609.1.1.1 – WIND SPEED-UP EFFECT <\/td>\n<\/tr>\n
1087<\/td>\nTABLE 1609.1.2 – WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
FIGURE 1609.1.2 – EFFECTS OF OPENINGS IN THE BUILDING ENVELOPE <\/td>\n<\/tr>\n
1088<\/td>\nEQUATION 16-32 <\/td>\n<\/tr>\n
1089<\/td>\nTABLE 1609.3.1 – EQUIVALENT BASIC WIND SPEEDS <\/td>\n<\/tr>\n
1090<\/td>\nEQUATION 16-33 <\/td>\n<\/tr>\n
1092<\/td>\nTABLE 1609.6.2(1) – WIND VELOCITY PRESSURE (qs) AT STANDARD HEIGHT OF 33 FEETa <\/td>\n<\/tr>\n
1093<\/td>\nTABLE 1609.6.2(2) – NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
1094<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
1095<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
1096<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
1097<\/td>\nTABLE 1609.6.2(2)\u2014continued NET PRESSURE COEFFICIENTS
SECTION 1610 – SOIL LATERAL LOADS <\/td>\n<\/tr>\n
1098<\/td>\nSECTION 1611 – RAIN LOADS
TABLE 1610.1 – LATERAL SOIL LOAD <\/td>\n<\/tr>\n
1099<\/td>\nFIGURE 1611.1(1) – SECONDARY ROOF DRAINAGE NOT REQUIRED
FIGURE 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
1100<\/td>\nFIGURE 1611.1(3) – SEPARATE PRIMARY AND SECONDARY ROOF DRAINS
FIGURE 1611.1(4) – EQUATION 16-35 COEFFICIENT <\/td>\n<\/tr>\n
1101<\/td>\nFIGURE 1611.1(5) – RAIN LOAD EXAMPLE <\/td>\n<\/tr>\n
1102<\/td>\nFIGURE 1611.1100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
1103<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
1104<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
1105<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
1106<\/td>\nFIGURE 1611.1\u2014continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
1107<\/td>\nSECTION 1612 – FLOOD LOADS <\/td>\n<\/tr>\n
1114<\/td>\nSECTION 1613 – EARTHQUAKE LOADS <\/td>\n<\/tr>\n
1118<\/td>\nFIGURE 1613.5(1) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1119<\/td>\nFIGURE 1613.5(1)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1120<\/td>\nFIGURE 1613.5(2) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1121<\/td>\nFIGURE 1613.5(2)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATESOF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1122<\/td>\nFIGURE 1613.5(3) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1123<\/td>\nFIGURE 1613.5(3)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1124<\/td>\nFIGURE 1613.5(4) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1125<\/td>\nFIGURE 1613.5(4)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1126<\/td>\nFIGURE 1613.5(5) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1127<\/td>\nFIGURE 1613.5(6) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1128<\/td>\nFIGURE 1613.5(7) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1129<\/td>\nFIGURE 1613.5(8) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1130<\/td>\nFIGURE 1613.5(9) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1131<\/td>\nFIGURE 1613.5(10) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1132<\/td>\nFIGURE 1613.5(11) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1133<\/td>\nFIGURE 1613.5(12) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1134<\/td>\nFIGURE 1613.5(13) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS,ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1135<\/td>\nFIGURE 1613.5(14) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
1136<\/td>\nTABLE 1613.5.2 – SITE CLASS DEFINITIONS <\/td>\n<\/tr>\n
1137<\/td>\nEQUATION 16-38
EQUATION 16-39
TABLE 1613.5.3(1) – VALUES OF SITE COEFFICIENT
TABLE 1613.5.3(2) – VALUES OF SITE COEFFICIENT <\/td>\n<\/tr>\n
1138<\/td>\nEQUATION 16-40
EQUATION 16-41
EQUATION 16-42
EQUATION 16-43 <\/td>\n<\/tr>\n
1139<\/td>\nTABLE 1613.5.5 – SITE CLASSIFICATION <\/td>\n<\/tr>\n
1140<\/td>\nTABLE 1613.5.6(1) – SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS
TABLE 1613.5.6(2) – SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
1142<\/td>\nEQUATION 16-45
TABLE 1613.6.4 – AAC MASONRY SHEAR WALL SEISMIC DESIGN COEFFICIENTS AND SYSTEM LIMITATIONS <\/td>\n<\/tr>\n
1143<\/td>\nSECTION 1614 – STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
1145<\/td>\nEQUATION 16-46
EQUATION 16-47
FIGURE 1614.4 – LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
1151<\/td>\nCHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 – GENERAL <\/td>\n<\/tr>\n
1152<\/td>\nSECTION 1702 – DEFINITIONS <\/td>\n<\/tr>\n
1154<\/td>\nSECTION 1703 – APPROVALS <\/td>\n<\/tr>\n
1155<\/td>\nFIGURE 1703.5.3 – TYPICAL LABEL INFORMATION <\/td>\n<\/tr>\n
1156<\/td>\nSECTION 1704 – SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
1159<\/td>\nTABLE 1704.3 – REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
1160<\/td>\nTABLE 1704.3\u2014continued – REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
1162<\/td>\nTABLE 1704.5 – SPECIAL INSPECTION OF MASONRY CONSTRUCTION
TABLE 1704.4 – REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
1163<\/td>\nTABLE 1704.5.1 – LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
1164<\/td>\nTABLE 1704.5.1\u2014continued – LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
1165<\/td>\nTABLE 1704.5.3 – LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
1166<\/td>\nTABLE 1704.7 – REQUIRED VERIFICATION AND INSPECTION OF SOILS <\/td>\n<\/tr>\n
1167<\/td>\nTABLE 1704.8 – REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1168<\/td>\nTABLE 1704.9 – REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1171<\/td>\nSECTION 1705 – STATEMENT OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
1172<\/td>\nFIGURE 1705.3.3(1) – EARTHQUAKE-INDUCED FAILURE OFDUCTWORK SUPPORTS <\/td>\n<\/tr>\n
1173<\/td>\nFIGURE 1705.3.3(2) – FALLEN DUCTWORK CAUSED BY SUPPORT FAILURE <\/td>\n<\/tr>\n
1174<\/td>\nSECTION 1706 – SPECIAL INSPECTIONS FORWIND REQUIREMENTS
SECTION 1707 – SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
1177<\/td>\nSECTION 1708 – STRUCTURAL TESTING FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
1178<\/td>\nSECTION 1709 – CONTRACTOR RESPONSIBILITY
SECTION 1710 – STRUCTURAL OBSERVATIONS <\/td>\n<\/tr>\n
1179<\/td>\nSECTION 1711 – DESIGN STRENGTHS OF MATERIALS <\/td>\n<\/tr>\n
1180<\/td>\nSECTION 1712 – ALTERNATIVE TEST PROCEDURE
SECTION 1713 – TEST SAFE LOAD
SECTION 1714 – IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
1181<\/td>\nSECTION 1715 – PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
1183<\/td>\nSECTION 1716 – MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
1187<\/td>\nCHAPTER 18 – SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
1188<\/td>\nSECTION 1801 – GENERAL
SECTION 1802 – DEFINITIONS
SECTION 1803 – GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
1190<\/td>\nFIGURE 1803.5.2 – TYPICAL SETUP FOR CONDUCTING STATIC LOAD TESTS <\/td>\n<\/tr>\n
1191<\/td>\nFIGURE 1803.5.3 – SWELLING POTENTIAL OF SOILS AND PLASTICITY INDEX <\/td>\n<\/tr>\n
1194<\/td>\nSECTION 1804 – EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
1196<\/td>\nSECTION 1805 – DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
1200<\/td>\nFIGURE 1805.2.2 – MATERIALS FOR WATERPROOFINGAND DAMPROOFING INSTALLATIONS <\/td>\n<\/tr>\n
1201<\/td>\nFIGURE 1805.3.2 – MATERIALS FOR WATERPROOFING INSTALLATIONS <\/td>\n<\/tr>\n
1202<\/td>\nFIGURE 1805.3.3(1) – DETAIL\u2014MEMBRANE PLACEMENT THROUGH A KEY JOINT <\/td>\n<\/tr>\n
1203<\/td>\nFIGURE 1805.3.3(2) – PIPE DETAIL\u2014PROPER PLACEMENT OF WATERPROOFING ELEMENTS <\/td>\n<\/tr>\n
1204<\/td>\nFIGURE 1805.4.2 – FOUNDATION DRAINAGE SYSTEM <\/td>\n<\/tr>\n
1205<\/td>\nSECTION 1806 – PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
1206<\/td>\nTABLE 1806.2 – PRESUMPTIVE LOAD-BEARING VALUES <\/td>\n<\/tr>\n
1207<\/td>\nSECTION 1807 – FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
FIGURE 1807.1.2 – UNBALANCED BACKFILL HEIGHT <\/td>\n<\/tr>\n
1208<\/td>\nFIGURE 1807.1.4 – WOOD FOUNDATION <\/td>\n<\/tr>\n
1210<\/td>\nTABLE 1807.1.6.2 – CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
1212<\/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
1213<\/td>\nTABLE 1807.1.6.3(2) – 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 5 INCHES <\/td>\n<\/tr>\n
1214<\/td>\nTABLE 1807.1.6.3(3) – 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 6.75 INCHES <\/td>\n<\/tr>\n
1215<\/td>\nTABLE 1807.1.6.3(4) – 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 8.75 INCHES <\/td>\n<\/tr>\n
1216<\/td>\nEQUATION 18-1 <\/td>\n<\/tr>\n
1217<\/td>\nEQUATION 18-2
EQUATION 18-3
SECTION 1808 – FOUNDATIONS <\/td>\n<\/tr>\n
1221<\/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
1222<\/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
1223<\/td>\nTABLE 1808.8.1 – MINIMUM SPECIFIED COMPRESSIVE STRENGTH f C OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
1224<\/td>\nTABLE 1808.8.2 – MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
1225<\/td>\nSECTION 1809 – SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
1226<\/td>\nFIGURE 1809.6 – ISOLATED FOOTINGS <\/td>\n<\/tr>\n
1227<\/td>\nTABLE 1809.7 – PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
FIGURE 1809.8 – PUNCHING SHEAR(EXAGGERATED ILLUSTRATION) <\/td>\n<\/tr>\n
1228<\/td>\nFIGURE 1809.9.2 BRICK FOOTING OFFSET <\/td>\n<\/tr>\n
1230<\/td>\nFIGURE 1809.10 – FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
1231<\/td>\nSECTION 1810 – DEEP FOUNDATIONS <\/td>\n<\/tr>\n
1235<\/td>\nFIGURE 1810.3.1.2 – COMPOSITE ELEMENTS
FIGURE 1810.3.1.6 – STEEL CASINGS <\/td>\n<\/tr>\n
1237<\/td>\nFIGURE 1810.3.2.4 – TIMBER PILES <\/td>\n<\/tr>\n
1239<\/td>\nTABLE 1810.3.2.6 – ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
1243<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
1246<\/td>\nFIGURE 1810.3.5.3.1 – STEEL H-PILE SECTIONS <\/td>\n<\/tr>\n
1248<\/td>\nFIGURE 1810.3.8 – PRECAST NONPRESTRESSED AND PRESTRESSED CONCRETE PILES <\/td>\n<\/tr>\n
1250<\/td>\nEQUATION 18-5
EQUATION 18-6)
EQUATION 18-7 <\/td>\n<\/tr>\n
1251<\/td>\nEQUATION 18-8
EQUATION 18-9
EQUATION 18-10
EQUATION 18-11 <\/td>\n<\/tr>\n
1254<\/td>\nFIGURE 1810.3.9.5 – BELLED <\/td>\n<\/tr>\n
1255<\/td>\nFIGURE 1810.3.9.6 – SOCKETED DRILLED SHAFTS <\/td>\n<\/tr>\n
1259<\/td>\nFIGURE 1810.4.1.5 – TYPICAL EFFECTS OF OVERDRIVING TIMBER PILES <\/td>\n<\/tr>\n
1261<\/td>\nFIGURE 1810.4.7 – ENLARGED BASE PILES\u2014UNCASED ORCASED SHAFTS <\/td>\n<\/tr>\n
1267<\/td>\nCHAPTER 19 – CONCRETE
SECTION 1901 – GENERAL <\/td>\n<\/tr>\n
1269<\/td>\nSECTION 1902 – DEFINITIONS
SECTION 1903 – SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
1275<\/td>\nSECTION 1904 – DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
1276<\/td>\nTABLE 1904.3 – MINIMUM SPECIFIED COMPRESSIVE STRENGTH <\/td>\n<\/tr>\n
1277<\/td>\nFIGURE 1904.3 – WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
1278<\/td>\nSECTION 1905 – CONCRETE QUALITY, MIXING AND PLACING <\/td>\n<\/tr>\n
1285<\/td>\nSECTION 1906 – FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <\/td>\n<\/tr>\n
1288<\/td>\nSECTION 1907 – DETAILS OF REINFORCEMENT <\/td>\n<\/tr>\n
1289<\/td>\nFIGURE 1907.5 – TYPICAL SLAB & BEAM CONSTRUCTION <\/td>\n<\/tr>\n
1291<\/td>\nFIGURE 1907.8 – LONGITUDINAL REINFORCEMENT AT COLUMN OFFSET <\/td>\n<\/tr>\n
1292<\/td>\nSECTION 1908 – MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
1293<\/td>\nFIGURE 1908.1.1 – PLAN OF WALL WITH OPENINGS <\/td>\n<\/tr>\n
1297<\/td>\nSECTION 1909 – STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
1299<\/td>\nSECTION 1910 – MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
1300<\/td>\nSECTION 1911 – ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1 <\/td>\n<\/tr>\n
1301<\/td>\nTABLE 1911.2 – ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS
SECTION 1912 – ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
1302<\/td>\nSECTION 1913 – SHOTCRETE <\/td>\n<\/tr>\n
1305<\/td>\nSECTION 1914 – REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
1306<\/td>\nSECTION 1915 – CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
1313<\/td>\nCHAPTER 20 – ALUMINUM
SECTION 2001 – GENERAL
SECTION 2002 – MATERIALS <\/td>\n<\/tr>\n
1315<\/td>\nCHAPTER 21 – MASONRY <\/td>\n<\/tr>\n
1316<\/td>\nSECTION 2101 – GENERAL <\/td>\n<\/tr>\n
1317<\/td>\nSECTION 2102 – DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
1318<\/td>\nFIGURE 2102.1(1) – ANCHOR BOLTS <\/td>\n<\/tr>\n
1319<\/td>\nFIGURE 2102.1(2) – MASONRY\/FLOOR ANCHOR BOLT CONNECTOR
FIGURE 2102.1(3) – GROSS CROSS-SECTIONAL AREA FOR SINGLE WYTHE WALL UNDER LOAD <\/td>\n<\/tr>\n
1320<\/td>\nFIGURE 2102.1(4) – MASONRY CONSTRUCTION TERMS <\/td>\n<\/tr>\n
1322<\/td>\nFIGURE 2102.1(5) – SPECIFIED AND NOMINAL DIMENSIONS FOR NOMINAL 8 \u00c3\u2014 8 \u00c3\u2014 16 CONCRETE MASONRY UNITS <\/td>\n<\/tr>\n
1324<\/td>\nFIGURE 2102.1(6)RUNNING BOND MASONRY <\/td>\n<\/tr>\n
1328<\/td>\nSECTION 2103 – MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
1333<\/td>\nTABLE 2103.10 – CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
1334<\/td>\nSECTION 2104 – CONSTRUCTION <\/td>\n<\/tr>\n
1336<\/td>\nFIGURE 2104.2 – CORBELED MASONRY
FIGURE 2104.2.1 – MOLDED CORNICE <\/td>\n<\/tr>\n
1337<\/td>\nSECTION 2105 – QUALITY ASSURANCE <\/td>\n<\/tr>\n
1338<\/td>\nTABLE 2105.2.2.1.1 – COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 – COMPRESSIVE STRENGTH OF CONCRETE MASONRY <\/td>\n<\/tr>\n
1339<\/td>\nSECTION 2106 – SEISMIC DESIGN <\/td>\n<\/tr>\n
1340<\/td>\nSECTION 2107 – ALLOWABLE STRESS DESIGN
EQUATION 21-1
SECTION 2108 – STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
1341<\/td>\nSECTION 2109 – EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
1342<\/td>\nTABLE 2109.2.1 – ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
1343<\/td>\nEQUATION 21-2 <\/td>\n<\/tr>\n
1344<\/td>\nTABLE 2109.3.3.1 – ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
1345<\/td>\nSECTION 2110 – GLASS UNIT MASONRY <\/td>\n<\/tr>\n
1346<\/td>\nSECTION 2111 – MASONRY FIREPLACES
FIGURE 2111.1 – SECTION THROUGH FIREPLACE <\/td>\n<\/tr>\n
1348<\/td>\nFIGURE 2111.6 – RUMFORD FIREPLACE <\/td>\n<\/tr>\n
1350<\/td>\nFIGURE 2111.10 – HEARTH EXTENSION <\/td>\n<\/tr>\n
1351<\/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
1352<\/td>\nFIGURE 2111.13.1 – FACTORY-BUILT FIREPLACE EXTERIOR COMBUSTION AIR DUCT <\/td>\n<\/tr>\n
1353<\/td>\nSECTION 2112 – MASONRY HEATERS
SECTION 2113 – MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1355<\/td>\nFIGURE 2113.5 – CORBELING LIMITATIONS <\/td>\n<\/tr>\n
1356<\/td>\nFIGURE 2113.6 – MASONRY CHIMNEY CHANGE IN SHAPE (OFFSET) <\/td>\n<\/tr>\n
1357<\/td>\nFIGURE 2113.9 – MINIMUM TERMINATION OF CHIMNEYS <\/td>\n<\/tr>\n
1359<\/td>\nFIGURE 2113.11.2.3 – MASONRY CHIMNEY FOR MEDIUM-HEAT APPLIANCE <\/td>\n<\/tr>\n
1361<\/td>\nFIGURE 2113.14 – LOW-HEAT CHIMNEY WITH MORE THAN TWO FLUES <\/td>\n<\/tr>\n
1362<\/td>\nFIGURE 2113.16 – FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1363<\/td>\nTABLE 2113.16(1) – NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE 2113.16(2) – NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
1364<\/td>\nFIGURE 2113.19 – ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
1365<\/td>\nFIGURE 2113.20(1) – FIREBLOCKING
FIGURE 2113.20(2) – FIREBLOCKING (SECTION) <\/td>\n<\/tr>\n
1369<\/td>\nCHAPTER 22 – STEEL
SECTION 2201 – GENERAL
SECTION 2202 – DEFINITIONS <\/td>\n<\/tr>\n
1370<\/td>\nSECTION 2203 – IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 – CONNECTIONS <\/td>\n<\/tr>\n
1371<\/td>\nSECTION 2205 – STRUCTURAL STEEL <\/td>\n<\/tr>\n
1372<\/td>\nSECTION 2206 – STEEL JOISTS <\/td>\n<\/tr>\n
1374<\/td>\nSECTION 2207 – STEEL CABLE STRUCTURES
SECTION 2208 – STEEL STORAGE RACKS
SECTION 2209 – COLD-FORMED STEEL <\/td>\n<\/tr>\n
1375<\/td>\nSECTION 2210 – COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1376<\/td>\nFIGURE 2210.2 – HEADER TYPES <\/td>\n<\/tr>\n
1379<\/td>\nCHAPTER 23 – WOOD <\/td>\n<\/tr>\n
1380<\/td>\nSECTION 2301 – GENERAL
SECTION 2302 – DEFINITIONS <\/td>\n<\/tr>\n
1384<\/td>\nSECTION 2303 – MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
1385<\/td>\nFIGURE 2303.1.1 – TYPICAL LABELS(Grade Marks)American Lumber Standards Committee, U.S.D.C. <\/td>\n<\/tr>\n
1394<\/td>\nSECTION 2304 – GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
1396<\/td>\nTABLE 2304.6 – MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
1397<\/td>\nTABLE 2304.6.1 – MAXIMUM BASIC WIND SPEED (mph) (3-SECOND GUST) PERMITTED FORWOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES <\/td>\n<\/tr>\n
1398<\/td>\nTABLE 2304.7(1) – ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING <\/td>\n<\/tr>\n
1399<\/td>\nTABLE 2304.7(2) – SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 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
1400<\/td>\nTABLE 2304.7(4) – ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR
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 <\/td>\n<\/tr>\n
1401<\/td>\nFIGURE 2304.8.2.1 – SIMPLE SPAN PATTERN
FIGURE 2304.8.2.2 – TWO-SPAN CONTINUOUS PATTERN <\/td>\n<\/tr>\n
1402<\/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
1403<\/td>\nFIGURE 2304.8.4.1 – TWO-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1404<\/td>\nFIGURE 2304.8.5.1 – THREE- AND FOUR-INCH TONGUE-AND-GROOVE DECKING
FIGURE 2304.8.4.3 – CONTROLLED RANDOM PATTERN TWO-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1405<\/td>\nTABLE 2304.9.1 – FASTENING SCHEDULE <\/td>\n<\/tr>\n
1406<\/td>\nTABLE 2304.9.1\u2014continued – FASTENING SCHEDULE <\/td>\n<\/tr>\n
1407<\/td>\nTABLE 2304.9.1\u2014continued -FASTENING SCHEDULE <\/td>\n<\/tr>\n
1408<\/td>\nFIGURE 2304.9.1 – STANDARD NAILS AND STAPLES <\/td>\n<\/tr>\n
1409<\/td>\nFIGURE 2304.9.2 – SHEATHING FASTENERS <\/td>\n<\/tr>\n
1413<\/td>\nFIGURE 2304.11.2.1 – WOOD-FRAMING CLEARANCES
FIGURE 2304.11.2.5 – GIRDER END CLEARANCE <\/td>\n<\/tr>\n
1414<\/td>\nFIGURE 2304.11.2.6 – SIDING CLEARANCES <\/td>\n<\/tr>\n
1415<\/td>\nFIGURE 2304.11.2.7 – POST AND COLUMN PROTECTION <\/td>\n<\/tr>\n
1416<\/td>\nFIGURE 2304.11.6 – TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
1417<\/td>\nSECTION 2305 – GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
1418<\/td>\nEQUATION 23-1
TABLE 2305.2(1) – en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP <\/td>\n<\/tr>\n
1419<\/td>\nEQUATION 23
TABLE 2305.2(2) – VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
1420<\/td>\nSECTION 2306 – ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
1423<\/td>\nTABLE 2306.1.4 – ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
1424<\/td>\nFIGURE 2306.2.1(1) – HOW WOOD SPLITS AND HOW STAGGERING MINIMIZES SPLITTING
FIGURE 2306.2.1(2) – STAGGERED NAILING <\/td>\n<\/tr>\n
1425<\/td>\nTABLE 2306.2.1(1) – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1426<\/td>\nTABLE 2306.2.1(1)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURALPANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1427<\/td>\nTABLE 2306.2.1(2) – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1428<\/td>\nTABLE 2306.2.1(2)\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMSUTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OFDOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1430<\/td>\nTABLE 2306.3 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
1431<\/td>\nTABLE 2306.5 – ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHING
TABLE 2306.6 – ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY <\/td>\n<\/tr>\n
1432<\/td>\nTABLE 2306.7 – ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES <\/td>\n<\/tr>\n
1433<\/td>\nSECTION 2307 – LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 – CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
1438<\/td>\nFIGURE 2308.8.2 – CUTTING, NOTCHING AND BORING JOISTS
FIGURE 2308.8.2 – CUTTING, NOTCHING AND BORING JOISTS <\/td>\n<\/tr>\n
1439<\/td>\nFIGURE 2308.8.3 – FRAMING AROUND OPENING
FIGURE 2308.8.3 – FRAMING AROUND OPENING <\/td>\n<\/tr>\n
1440<\/td>\nTABLE 2308.8(1) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load = 30 psf,
TABLE 2308.8(1) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1441<\/td>\nTABLE 2308.8(1)\u2014continued – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential Sleeping Areas, Live Load
TABLE 2308.8(1)\u2014continued – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1442<\/td>\nTABLE 2308.8(2) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.8(2) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1443<\/td>\nTABLE 2308.8(2)\u2014continued – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.8(2)\u2014continued – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1444<\/td>\nFIGURE 2308.8.4 – JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS
FIGURE 2308.8.4 – JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS <\/td>\n<\/tr>\n
1445<\/td>\nTABLE 2308.9.1 – SIZE, HEIGHT AND SPACING OF WOOD STUDS
TABLE 2308.9.1 – SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
1447<\/td>\nTABLE 2308.9.3(1) – BRACED WALL PANELS
TABLE 2308.9.3(1) – BRACED WALL PANELS <\/td>\n<\/tr>\n
1448<\/td>\nFIGURE 2308.9.3 – BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
FIGURE 2308.9.3 – BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
1449<\/td>\nTABLE 2308.9.3(2) – EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) – WOOD STRUCTURAL PANEL WALL SHEATHING
TABLE 2308.9.3(4) – ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING
TABLE 2308.9.3(2) – EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) – WOOD STRUCTURAL PANEL WALL SHEATHING
TABLE 2308.9.3(4) – ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING <\/td>\n<\/tr>\n
1450<\/td>\nTABLE 2308.9.3(5) – HARDBOARD SIDING
TABLE 2308.9.3(5) – HARDBOARD SIDING <\/td>\n<\/tr>\n
1451<\/td>\nFIGURE 2308.9.3.1 – ALTERNATIVE BRACED WALL PANELS\u2014ONE-STORY
FIGURE 2308.9.3.1 – ALTERNATIVE BRACED WALL PANELS\u2014ONE-STORY <\/td>\n<\/tr>\n
1452<\/td>\nFIGURE 2308.9.3.2 – ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
FIGURE 2308.9.3.2 – ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
1453<\/td>\nFIGURE 2308.9.5 – HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS
FIGURE 2308.9.5 – HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS <\/td>\n<\/tr>\n
1454<\/td>\nTABLE 2308.9.5 – HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS
TABLE 2308.9.5 – HEADER AND GIRDER SPANS FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
1455<\/td>\nTABLE 2308.9.5\u2014continued – HEADER AND GIRDER SPANS FOR EXTERIOR BEARING WALLS
TABLE 2308.9.5\u2014continued – HEADER AND GIRDER SPANS FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
1456<\/td>\nFIGURE 2308.9.5.2(1) – STUDS AND HEADERS AROUND WALL OPENINGS
FIGURE 2308.9.5.2(1) – STUDS AND HEADERS AROUND WALL OPENINGS <\/td>\n<\/tr>\n
1457<\/td>\nFIGURE 2308.9.5.2(2) – STUDS AND HEADERS AROUND WALL OPENINGS\u2014BAY WINDOWS
FIGURE 2308.9.6 – HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS(Source: AF&PA WOOD-FRAME CONSTRUCTION MANUAL)
FIGURE 2308.9.5.2(2) – STUDS AND HEADERS AROUND WALL OPENINGS\u2014BAY WINDOWS
FIGURE 2308.9.6 – HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS <\/td>\n<\/tr>\n
1458<\/td>\nTABLE 2308.9.6 – HEADER AND GIRDER SPANS FOR INTERIOR BEARING WALLS
TABLE 2308.9.6 – HEADER AND GIRDER SPANS FOR INTERIOR BEARING WALLS <\/td>\n<\/tr>\n
1459<\/td>\nFIGURE 2308.9.10 – CUTTING, NOTCHING AND BORED HOLES IN STUDS
FIGURE 2308.9.10 – CUTTING, NOTCHING AND BORED HOLES IN STUDS <\/td>\n<\/tr>\n
1460<\/td>\nTABLE 2308.10.1 – REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
TABLE 2308.10.1 – REQUIRED RATING OF APPROVED UPLIFT CONNECTORS <\/td>\n<\/tr>\n
1461<\/td>\nFIGURE 2308.10.4 – RAFTER END CUT AT RIDGE
FIGURE 2308.10.4.1 – RAFTER TIES
FIGURE 2308.10.4 – RAFTER END CUT AT RIDGE
FIGURE 2308.10.4.1 – RAFTER TIES <\/td>\n<\/tr>\n
1462<\/td>\nTABLE 2308.10.2(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.2(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1463<\/td>\nTABLE 2308.10.2(1)\u2014continued – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1464<\/td>\nTABLE 2308.10.2(2) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.2(2) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1465<\/td>\nTABLE 2308.10.2(2)\u2014continuedCEILING JOIST SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.2(2)\u2014continued – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1466<\/td>\nTABLE 2308.10.3(1) – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(1) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1467<\/td>\nTABLE 2308.10.3(1)\u2014continued – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(1)\u2014continued – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1468<\/td>\nTABLE 2308.10.3(2) – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(2) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1469<\/td>\nTABLE 2308.10.3(2)\u2014continued -RAFTER SPANS FOR COMMON LUMBER SPECIES
ABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1470<\/td>\nTABLE 2308.10.3(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1471<\/td>\nTABLE 2308.10.3(3)\u2014continued – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(3)\u2014continued – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1472<\/td>\nTABLE 2308.10.3(4) – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(4) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1473<\/td>\nTABLE 2308.10.3(4)\u2014continued – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(4)\u2014continued – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1474<\/td>\nTABLE 2308.10.3(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1475<\/td>\nTABLE 2308.10.3(5)\u2014continued – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(5)\u2014continued – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1476<\/td>\nTABLE 2308.10.3(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1477<\/td>\nTABLE 2308.10.3(6)\u2014continued – RAFTER SPANS FOR COMMON LUMBER SPECIES
TABLE 2308.10.3(6)\u2014continued – RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
1478<\/td>\nFIGURE 2308.10.5 – BRACED RAFTER CONSTRUCTION
FIGURE 2308.10.5 – BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
1479<\/td>\nTABLE 2308.10.4.1 – RAFTER TIE CONNECTIONS
TABLE 2308.10.4.1 – RAFTER TIE CONNECTIONS <\/td>\n<\/tr>\n
1481<\/td>\nTABLE 2308.10.9 – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
TABLE 2308.10.9 – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1482<\/td>\nTABLE 2308.10.9\u2013continued – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DEC
TABLE 2308.10.9\u2013continued – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
1484<\/td>\nFIGURE 2308.11.3.2 – STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.2 – STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
1485<\/td>\nFIGURE 2308.11.3.3 – OPENINGS IN HORIZONTAL DIAPHRAGMS
FIGURE 2308.11.3.3O – PENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
1486<\/td>\nTABLE 2308.12.4 – WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E
TABLE 2308.12.4 – WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E <\/td>\n<\/tr>\n
1488<\/td>\nFIGURE 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 EDG
FIGURE 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
1489<\/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
FIGURE 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
1490<\/td>\nFIGURE 2308.12.6(7) – BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) – OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.12.6(7) – BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) – OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
1495<\/td>\nCHAPTER 24 – GLASS AND GLAZING <\/td>\n<\/tr>\n
1496<\/td>\nSECTION 2401 – GENERAL <\/td>\n<\/tr>\n
1497<\/td>\nSECTION 2402 – DEFINITIONS
SECTION 2403 – GENERAL REQUIREMENTS FOR GLASS <\/td>\n<\/tr>\n
1498<\/td>\nFIGURE 2403.1 – EXAMPLE IDENTIFYING MARK <\/td>\n<\/tr>\n
1499<\/td>\nSECTION 2404 – WIND, SNOW, SEISMICAND DEAD LOADS ON GLASS
EQUATION 24-1 <\/td>\n<\/tr>\n
1500<\/td>\nEQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5
EQUATION 24-6 <\/td>\n<\/tr>\n
1501<\/td>\nEQUATION 24-7
EQUATION 24-8
EQUATION 24-9 <\/td>\n<\/tr>\n
1502<\/td>\nEQUATION 24-10
EQUATION 24-11
SECTION 2405 – SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
1504<\/td>\nFIGURE 2405.3(1) – FULLY TEMPERED GLAZING\u201430 MAXIMUM SLOPE <\/td>\n<\/tr>\n
1505<\/td>\nFIGURE 2405.3(2) – INACCESSIBLE AREA UNDER SLOPED GLAZING <\/td>\n<\/tr>\n
1506<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15 <\/td>\n<\/tr>\n
1507<\/td>\nSECTION 2406 – SAFETY GLAZING <\/td>\n<\/tr>\n
1508<\/td>\nTABLE 2406.2(1) – MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE 2406.2(2) – MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
1512<\/td>\nFIGURE 2406.4(1) – EXAMPLES OF DOORS REQUIRING SAFETY GLAZING <\/td>\n<\/tr>\n
1513<\/td>\nFIGURE 2406.4(3) – SAFETY GLAZING IN CLOSE PROXIMITY TO DOORS <\/td>\n<\/tr>\n
1514<\/td>\nFIGURE 2406.4(4) – SAFETY GLAZING AT FULL-HEIGHT INTERVENING WALL
FIGURE 2406.4(5) – SAFETY GLAZING AT INTERMEDIATE-HEIGHT INTERVENING WALL <\/td>\n<\/tr>\n
1515<\/td>\nFIGURE 2406.4(6) – FIXED OR OPERABLE GLAZED OPENING
FIGURE 2406.4(7) – PROTECTIVE BAR AT GLAZED OPENINGS <\/td>\n<\/tr>\n
1516<\/td>\nFIGURE 2406.4(8) – HIGH GLAZED OPENINGS <\/td>\n<\/tr>\n
1517<\/td>\nFIGURE 2406.4(9) – GLAZING IN POOL ENCLOSURE
SECTION 2407 – GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
1518<\/td>\nFIGURE 2407.1 – GLASS GUARDS <\/td>\n<\/tr>\n
1519<\/td>\nSECTION 2408 – GLAZING IN ATHLETIC FACILITIES
SECTION 2409 – GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
1521<\/td>\nCHAPTER 25 – GYPSUM BOARD AND PLASTER
SECTION 2501 – GENERAL <\/td>\n<\/tr>\n
1522<\/td>\nSECTION 2502 – DEFINITIONS <\/td>\n<\/tr>\n
1524<\/td>\nSECTION 2503 – INSPECTION
SECTION 2504 – VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 – SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
1525<\/td>\nSECTION 2506 – GYPSUM BOARD MATERIALS
FIGURE 2504.1.2(1) – STUDLESS PLASTER PARTITION WITH GYPSUM BOARD LATH <\/td>\n<\/tr>\n
1526<\/td>\nFIGURE 2504.1.2(2) – STUDLESS PLASTER PARTITION WITH RIBBED METAL LATH <\/td>\n<\/tr>\n
1527<\/td>\nTABLE 2506.2 – GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 – LATHING AND PLASTERING <\/td>\n<\/tr>\n
1528<\/td>\nTABLE 2507.2 – LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 – GYPSUM CONSTRUCTION
TABLE 2508.1 – INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
1531<\/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
1532<\/td>\nTABLE 2508.5 – SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
FIGURE 2508.5.3 – PERIMETER BLOCKING <\/td>\n<\/tr>\n
1533<\/td>\nSECTION 2509 – GYPSUM BOARD IN SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n
1534<\/td>\nSECTION 2510 – LATHING AND FURRING FORCEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
1535<\/td>\nFIGURE 2510.5 – THREE-COAT PLASTER ON UNSHEATHED EXTERIOR STUD WALL <\/td>\n<\/tr>\n
1536<\/td>\nSECTION 2511 – INTERIOR PLASTER <\/td>\n<\/tr>\n
1537<\/td>\nTABLE 2511.1.1 – INSTALLATION OF PLASTER CONSTRUCTION
FIGURE 2511.1(1) – THREE-COAT PLASTER ON INTERIOR STUD WALL <\/td>\n<\/tr>\n
1538<\/td>\nFIGURE 2511.1(2) – TWO-COAT PLASTER ON INTERIOR STUD WALL <\/td>\n<\/tr>\n
1539<\/td>\nSECTION 2512 – EXTERIOR PLASTER
FIGURE 2512.1 – THREE-COAT PLASTER ON EXTERIOR STUD WALL <\/td>\n<\/tr>\n
1540<\/td>\nFIGURE 2512.1.2 – WEEP SCREED FOR EXTERIOR PLASTER ON STUD WALL AT SLAB ON GRADE <\/td>\n<\/tr>\n
1541<\/td>\nTABLE 2512.6 – CEMENT PLASTERSa <\/td>\n<\/tr>\n
1542<\/td>\nSECTION 2513 – EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
1547<\/td>\nCHAPTER 26 – PLASTIC <\/td>\n<\/tr>\n
1548<\/td>\nSECTION 2601 – GENERAL
SECTION 2602 – DEFINITIONS <\/td>\n<\/tr>\n
1549<\/td>\nSECTION 2603 – FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
1550<\/td>\nFIGURE 2603.1 – FOAM PLASTIC COMPLIANCE <\/td>\n<\/tr>\n
1554<\/td>\nFIGURE 2603.4.1.6 – FOAM PLASTIC, ATTIC AND CRAWL SPACES <\/td>\n<\/tr>\n
1555<\/td>\nFIGURE 2603.4.1.13 – FOAM PLASTIC SPRAY APPLIED TOSILL PLATE AND HEADER <\/td>\n<\/tr>\n
1558<\/td>\nFIGURE 2603.8 – TERMITE INFESTATION PROBABILITY MAP
SECTION 2604 – INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
1559<\/td>\nSECTION 2605 – PLASTIC VENEER <\/td>\n<\/tr>\n
1560<\/td>\nSECTION 2606 – LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
1562<\/td>\nSECTION 2607 – LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
1563<\/td>\nTABLE 2607.4 – AREA LIMITATION AND SEPARATION REQUIREMENTS FORLIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
1564<\/td>\nSECTION 2608 – LIGHT-TRANSMITTING PLASTIC GLAZING
FIGURE 2607.4 – FLAME BARRIER <\/td>\n<\/tr>\n
1565<\/td>\nSECTION 2609 – LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
1566<\/td>\nFIGURE 2609.2 – PLASTIC ROOF PANEL SEPARATION FROM OTHER PANELS <\/td>\n<\/tr>\n
1567<\/td>\nTABLE 2609.4 – AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
FIGURE 2609.3 – PLASTIC ROOF PANEL SEPARATION FROM EXTERIOR WALL <\/td>\n<\/tr>\n
1568<\/td>\nSECTION 2610 – LIGHT-TRANSMITTING PLASTICSKYLIGHT GLAZING <\/td>\n<\/tr>\n
1569<\/td>\nSECTION 26 – 11LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
1570<\/td>\nSECTION 2612 – FIBER REINFORCED POLYMER AND FIBERGLASS REINFORCED POLYMER
FIGURE 2611.3(1) – MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS\u2014EXAMPLE 1 <\/td>\n<\/tr>\n
1571<\/td>\nFIGURE 2611.3(2) – MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS\u2014EXAMPLE 2 <\/td>\n<\/tr>\n
1572<\/td>\nSECTION 2613 – REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
1575<\/td>\nCHAPTER 27 – ELECTRICAL
SECTION 2701 – GENERAL
SECTION 2702 – EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
1579<\/td>\nCHAPTER 28 – MECHANICAL SYSTEMS
SECTION 2801 – GENERAL <\/td>\n<\/tr>\n
1580<\/td>\nFIGURE 2801.1 – EXAMPLE LABELS <\/td>\n<\/tr>\n
1581<\/td>\nCHAPTER 29 – PLUMBING SYSTEMS
SECTION 2901 – GENERAL
SECTION 2902 – MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
1583<\/td>\nTABLE 2902.1 – MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
1584<\/td>\nTABLE 2902.1\u2014continued – MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
1585<\/td>\nTABLE 2902.1\u2014continued – MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES <\/td>\n<\/tr>\n
1589<\/td>\nTABLE 2902.1.1(1) – SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 <\/td>\n<\/tr>\n
1591<\/td>\nTABLE 2902.1.1(2) – SOLUTION SUMMARY OF SAMPLE PROBLEM 2 <\/td>\n<\/tr>\n
1592<\/td>\nTABLE 2902.1.1(3) – SOLUTION SUMMARY FOR SAMPLE PROBLEM 3 <\/td>\n<\/tr>\n
1593<\/td>\nTABLE 2902.1.1(4) – SOLUTION SUMMARY FOR SAMPLE PROBLEM 4 <\/td>\n<\/tr>\n
1595<\/td>\nFIGURE 2902.3(2) – CUSTOMER TOILET ACCESS <\/td>\n<\/tr>\n
1596<\/td>\nFIGURE 2902.3.1 – WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING <\/td>\n<\/tr>\n
1598<\/td>\nSECTION 2903 – TOILET ROOM REQUIREMENTS <\/td>\n<\/tr>\n
1599<\/td>\nCHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 – GENERAL <\/td>\n<\/tr>\n
1600<\/td>\nSECTION 3002 – HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
1602<\/td>\nFIGURE 3002.3 – ELEVATOR CORRIDOR CALL STATION PICTOGRAPH <\/td>\n<\/tr>\n
1603<\/td>\nFIGURE 3002.4(a) – EXAMPLES\u2013ELEVATOR CAR SIZING\u20143500 lb PASSENGER ELEVATOR
FIGURE 3002.4(b) – EXAMPLES\u2013ELEVATOR CAR SIZING\u20144000 lb PASSENGER ELEVATOR <\/td>\n<\/tr>\n
1604<\/td>\nFIGURE 3002.6 – ADDITIONAL DOOR IN FRONT OF HOISTWAY
SECTION 3003 – EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
1605<\/td>\nSECTION 3004 – HOISTWAY VENTING <\/td>\n<\/tr>\n
1606<\/td>\nFIGURE 3004.1 – STACK EFFECT <\/td>\n<\/tr>\n
1607<\/td>\nFIGURE 3004.3 – SIZING OF VENT AREA <\/td>\n<\/tr>\n
1608<\/td>\nSECTION 3005 – CONVEYING SYSTEMS
FIGURE 3005.2.1 – DRAFT AND SPRINKLER WATER CURTAIN <\/td>\n<\/tr>\n
1609<\/td>\nSECTION 3006 – MACHINE ROOMS <\/td>\n<\/tr>\n
1610<\/td>\nSECTION 3007 – FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
1611<\/td>\nFIGURE 3006.4 – EXCEPTIONS MACHINE ROOM FIRE RESISTANCE <\/td>\n<\/tr>\n
1612<\/td>\nTABLE 3007.4 – LOBBY COMPARISON TABLE\u2014FIRE SERVICES ACCESS ELEVATORS AND OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
1614<\/td>\nSECTION 3008 – OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
1621<\/td>\nCHAPTER 31 – SPECIAL CONSTRUCTION
SECTION 3101 – GENERAL
SECTION 3102 – MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
1624<\/td>\nFIGURE 3102.6.1 – NONCOMBUSTIBLE AND FLAME-RESISTANT MEMBRANE CONSTRUCTION <\/td>\n<\/tr>\n
1626<\/td>\nSECTION 3103 – TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
1627<\/td>\nSECTION 3104 – PEDESTRIAN WALKWAYS AND TUNNELS
FIGURE 3104 – EXAMPLE\u2014PEDESTRIAN WALKWAY <\/td>\n<\/tr>\n
1629<\/td>\nFIGURE 3104.5 – PEDESTRIAN WALKWAY\u2014BUILDING INTERFACE <\/td>\n<\/tr>\n
1630<\/td>\nSECTION 3105 – AWNINGS AND CANOPIES
FIGURE 3104.10 – TUNNELED WALKWAY <\/td>\n<\/tr>\n
1631<\/td>\nFIGURE 3105(1)EXAMPLE\u2014CANOPY
FIGURE 3105(2) – EXAMPLE OF CANOPY STRUCTURE
FIGURE 3105(3) – EXAMPLE\u2014AWNING <\/td>\n<\/tr>\n
1632<\/td>\nSECTION 3106 – MARQUEES
FIGURE 3106(1) – EXAMPLE\u2014MARQUEE <\/td>\n<\/tr>\n
1633<\/td>\nFIGURE 3106(2) – EXAMPLE\u2014MARQUEE
SECTION 3107 – SIGNS
SECTION 3108 – TELECOMMUNICATION AND BROADCAST TOWERS <\/td>\n<\/tr>\n
1634<\/td>\nSECTION 3109 – SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
1635<\/td>\nFIGURE 3109.4.1.1 – BARRIER OPENINGS <\/td>\n<\/tr>\n
1636<\/td>\nFIGURE 3109.4.1.3 – PRIVATE SWIMMING POOL BARRIER CONSTRUCTION
FIGURE 3109.4.1.5 – CHAIN-LINK FENCE MESH FOR PRIVATE SWIMMING POOLS <\/td>\n<\/tr>\n
1638<\/td>\nSECTION 3110 – AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
1641<\/td>\nCHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT OF WAY
SECTION 3201 – GENERAL <\/td>\n<\/tr>\n
1642<\/td>\nSECTION 3202 – ENCROACHMENTS
FIGURE 3202.1.1 – ENCROACHMENT BELOW GRADE
FIGURE 3202.1.3 – AREAWAYS <\/td>\n<\/tr>\n
1643<\/td>\nFIGURE 3202.2.1 – STEPS <\/td>\n<\/tr>\n
1644<\/td>\nFIGURE 3202.2.3 – AWNINGS <\/td>\n<\/tr>\n
1645<\/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
1647<\/td>\nCHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 – GENERAL
SECTION 3302 – CONSTRUCTION SAFEGUARDS <\/td>\n<\/tr>\n
1648<\/td>\nSECTION 3303 – DEMOLITION
SECTION 3304 – SITE WORK <\/td>\n<\/tr>\n
1649<\/td>\nSECTION 3305 – SANITARY
SECTION 3306 – PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1650<\/td>\nTABLE 3306.1 – PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1651<\/td>\nSECTION 3307 – PROTECTION OF ADJOINING PROPERTY <\/td>\n<\/tr>\n
1652<\/td>\nSECTION 3308 – TEMPORARY USE OF STREETS,ALLEYS AND PUBLIC PROPERTY
SECTION 3309 – FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
1653<\/td>\nSECTION 3310 – MEANS OF EGRESS
SECTION 3311 – STANDPIPES
SECTION 3312 – AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
1655<\/td>\nCHAPTER 34 – EXISTING STRUCTURES <\/td>\n<\/tr>\n
1656<\/td>\nSECTION 3401 – GENERAL <\/td>\n<\/tr>\n
1657<\/td>\nSECTION 3402 – DEFINITIONS <\/td>\n<\/tr>\n
1658<\/td>\nSECTION 3403 – ADDITIONS <\/td>\n<\/tr>\n
1659<\/td>\nFIGURE 3403.1 – EXISTING BUILDING WITH ADDITION <\/td>\n<\/tr>\n
1661<\/td>\nSECTION 3404 – ALTERATIONS <\/td>\n<\/tr>\n
1663<\/td>\nSECTION 3405 – REPAIRS
FIGURE 3404.6 – EGRESS WIDTH TABLE FROM PREVIOUS EDITION OF IBC <\/td>\n<\/tr>\n
1665<\/td>\nSECTION 3406 – FIRE ESCAPES <\/td>\n<\/tr>\n
1667<\/td>\nSECTION 3407 – GLASS REPLACEMENT
SECTION 3408 – CHANGE OF OCCUPANCY <\/td>\n<\/tr>\n
1668<\/td>\nSECTION 3409 – HISTORIC BUILDINGS <\/td>\n<\/tr>\n
1669<\/td>\nSECTION 3410 – MOVED STRUCTURES
SECTION 3411 – ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
1674<\/td>\nTABLE 3411.8.5 – RAMPS <\/td>\n<\/tr>\n
1676<\/td>\nSECTION 3412 – COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
1680<\/td>\nEQUATION 34-1 <\/td>\n<\/tr>\n
1682<\/td>\nEQUATION 34-2
EQUATION 34-3 <\/td>\n<\/tr>\n
1683<\/td>\nFIGURE 3412.6.2.2(1) – ALLOWABLE AREA\u2014SINGLE OCCUPANCY BUILDING <\/td>\n<\/tr>\n
1685<\/td>\nFIGURE 3412.6.2.2(2) – ALLOWABLE AREA\u2014MIXED OCCUPANCY BUILDING <\/td>\n<\/tr>\n
1686<\/td>\nTABLE 3412.6.3 – COMPARTMENTATION VALUES <\/td>\n<\/tr>\n
1687<\/td>\nTABLE 3412.6.4 – SEPARATION VALUES
FIGURE 3412.6.4.1(1) – DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
1688<\/td>\nTABLE 3412.6.5 – CORRIDOR WALL VALUES
FIGURE 3412.6.4.1(2) – TENANT SEPARATION <\/td>\n<\/tr>\n
1689<\/td>\nFIGURE 3412.6.5(1) – CORRIDOR WALL VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
1690<\/td>\nTABLE 3412.6.6(1) – VERTICAL OPENING PROTECTION VALUE
FIGURE 3412.6.5(2) – CORRIDOR WALL VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
1691<\/td>\nTABLE 3412.6.6(2) – CONSTRUCTION-TYPE FACTOR <\/td>\n<\/tr>\n
1692<\/td>\nTABLE 3412.6.8 – AUTOMATIC FIRE DETECTION VALUES <\/td>\n<\/tr>\n
1693<\/td>\nTABLE 3412.6.9 – FIRE ALARM SYSTEM VALUES <\/td>\n<\/tr>\n
1694<\/td>\nTABLE 3412.6.10 – SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
1696<\/td>\nTABLE 3412.6.11(2) – MEANS OF EGRESS VALUES
TABLE 3412.6.11(1) – EGRESS WIDTH PER OCCUPANT SERVED <\/td>\n<\/tr>\n
1697<\/td>\nFIGURE 3412.6.11(1) – MEANS OF EGRESS VALUES\u2014CATEGORY <\/td>\n<\/tr>\n
1698<\/td>\nTABLE 3412.6.12 – DEAD-END VALUES
FIGURE 3412.6.11(2) – MEANS OF EGRESS VALUES\u2014CATEGORY d <\/td>\n<\/tr>\n
1699<\/td>\nFIGURE 3412.6.12.1(1) – TYPICAL DEAD-END CORRIDOR
FIGURE 3412.6.12.1(2) – DEAD-END VALUES\u2014CATEGORY b
FIGURE 3412.6.12.1(3) – DEAD-END VALUES\u2014CATEGORY a <\/td>\n<\/tr>\n
1700<\/td>\nTABLE 3412.6.14 – ELEVATOR CONTROL VALUES
FIGURE 3412.6.13(1) – EXIT ACCESS TRAVEL DISTANCE VALUES\u2014OCCUPANCY GROUP S-1 <\/td>\n<\/tr>\n
1701<\/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 <\/td>\n<\/tr>\n
1702<\/td>\nTABLE 3412.6.15 – MEANS OF EGRESS EMERGENCY LIGHTING VALUES <\/td>\n<\/tr>\n
1703<\/td>\nTABLE 3412.6.16 – MIXED OCCUPANCY VALUESa <\/td>\n<\/tr>\n
1704<\/td>\nTABLE 3412.6.17 – SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
1706<\/td>\nTABLE 3412.6.18 – STANDPIPE SYSTEM VALUES <\/td>\n<\/tr>\n
1707<\/td>\nTABLE 3412.6.19 – INCIDENTAL ACCESSORY OCCUPANCY AREA VALUESa <\/td>\n<\/tr>\n
1708<\/td>\nTABLE 3412.7 – SUMMARY SHEET \u2014 BUILDING CODE <\/td>\n<\/tr>\n
1709<\/td>\nTABLE 3412.8 – MANDATORY SAFETY SCORESa
TABLE 3412.9 – EVALUATION FORMULAS
TABLE 3412.9 – EVALUATION FORMULAS <\/td>\n<\/tr>\n
1713<\/td>\nCHAPTER 35 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
1714<\/td>\nFIGURE 35 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
1735<\/td>\nAPPENDIX A – EMPLOYEE QUALIFICATIONS
SECTION A101 – BUILDING OFFICIAL QUALIFICATIONS <\/td>\n<\/tr>\n
1736<\/td>\nSECTION A102 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
1737<\/td>\nAPPENDIX B – BOARD OF APPEALS
SECTION B101 – GENERAL <\/td>\n<\/tr>\n
1741<\/td>\nAPPENDIX C – GROUP U – AGRICULTURAL BUILDINGS
SECTION C101 – GENERAL <\/td>\n<\/tr>\n
1742<\/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
1743<\/td>\nSECTION C103 – MIXED OCCUPANCIES
SECTION C104 – EXITS <\/td>\n<\/tr>\n
1745<\/td>\nAPPENDIX D – FIRE DISTRICTS
SECTION D101 – GENERAL <\/td>\n<\/tr>\n
1746<\/td>\nFIGURE D101.2.1 – EXAMPLE OF FIRE DISTRICTS <\/td>\n<\/tr>\n
1747<\/td>\nFIGURE D101.2.2 – BUFFER ZONES
FIGURE D101.2.3 – ADDING ADJACENT BLOCKS <\/td>\n<\/tr>\n
1748<\/td>\nSECTION D102 – BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
1749<\/td>\nSECTION D103 – CHANGES TO BUILDINGS <\/td>\n<\/tr>\n
1750<\/td>\nSECTION D104 – BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 – EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
Figure D104 <\/td>\n<\/tr>\n
1751<\/td>\nSECTION D106 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
1753<\/td>\nAPPENDIX E – SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS <\/td>\n<\/tr>\n
1754<\/td>\nSECTION E101 – GENERAL
SECTION E102 – DEFINITIONS
SECTION E103 – ACCESSIBLE ROUTE
SECTION E104 – SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
1756<\/td>\nSECTION E105 – OTHER FEATURES AND FACILITIES
TABLE E104.3.1 – DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
1757<\/td>\nSECTION E106 – TELEPHONES <\/td>\n<\/tr>\n
1758<\/td>\nTABLE E106.2 – WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
1759<\/td>\nSECTION E107 – SIGNAGE <\/td>\n<\/tr>\n
1760<\/td>\nSECTION E108 – BUS STOPS <\/td>\n<\/tr>\n
1761<\/td>\nSECTION E109 – TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
1762<\/td>\nSECTION E110 – AIRPORTS <\/td>\n<\/tr>\n
1763<\/td>\nSECTION E111 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
1765<\/td>\nAPPENDIX F – RODENTPROOFING
SECTION F101 – GENERAL <\/td>\n<\/tr>\n
1767<\/td>\nAPPENDIX G – FLOOD RESISTANT CONSTRUCTION
SECTION G101 – ADMINISTRATION <\/td>\n<\/tr>\n
1768<\/td>\nSECTION G102 – APPLICABILITY <\/td>\n<\/tr>\n
1769<\/td>\nSECTION G103 – POWERS AND DUTIES <\/td>\n<\/tr>\n
1771<\/td>\nSECTION G104 – PERMITS <\/td>\n<\/tr>\n
1772<\/td>\nSECTION G105 – VARIANCES <\/td>\n<\/tr>\n
1774<\/td>\nSECTION G201 – DEFINITIONS <\/td>\n<\/tr>\n
1775<\/td>\nSECTION G301 – SUBDIVISIONS <\/td>\n<\/tr>\n
1776<\/td>\nSECTION G401 – SITE IMPROVEMENT <\/td>\n<\/tr>\n
1777<\/td>\nSECTION G501 – MANUFACTURED HOMES <\/td>\n<\/tr>\n
1778<\/td>\nSECTION G601 – RECREATIONAL VEHICLES
SECTION G701 – TANKS <\/td>\n<\/tr>\n
1779<\/td>\nSECTION G801 – OTHER BUILDING WORK
SECTION G901 – TEMPORARY STRUCTURES AND TEMPORARY STORAGE <\/td>\n<\/tr>\n
1780<\/td>\nSECTION G1001 – UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
1781<\/td>\nSECTION G1101 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
1783<\/td>\nAPPENDIX H – SIGNS
SECTION H101 – GENERAL <\/td>\n<\/tr>\n
1784<\/td>\nSECTION H102 – DEFINITIONS <\/td>\n<\/tr>\n
1785<\/td>\nSECTION H103 – LOCATION
SECTION H104 – IDENTIFICATION
SECTION H105 – DESIGN AND CONSTRUCTION <\/td>\n<\/tr>\n
1786<\/td>\nSECTION H106 – ELECTRICAL <\/td>\n<\/tr>\n
1787<\/td>\nSECTION H107 – COMBUSTIBLE MATERIALS
SECTION H108 – ANIMATED DEVICES
SECTION H109 – GROUND SIGNS <\/td>\n<\/tr>\n
1788<\/td>\nSECTION H110 – ROOF SIGNS <\/td>\n<\/tr>\n
1789<\/td>\nSECTION H111 – WALL SIGNS
SECTION H112 – PROJECTING SIGNS <\/td>\n<\/tr>\n
1790<\/td>\nSECTION H113 – MARQUEE SIGNS
FIGURE H112.5 – ADDITIONAL SIGN LOADS <\/td>\n<\/tr>\n
1791<\/td>\nSECTION H114 – PORTABLE SIGNS
TABLE 4-A – SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B – THICKNESS OF PROJECTION SIGN
SECTION H115 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
1793<\/td>\nAPPENDIX I – PATIO COVERS
SECTION I101 – GENERAL
SECTION I102 – DEFINITIONS
SECTION I103 – EXTERIOR OPENINGS
SECTION I104 – STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
1794<\/td>\nFIGURE I102.1 – PATIO COVERS <\/td>\n<\/tr>\n
1795<\/td>\nAPPENDIX J – GRADING
SECTION J101 – GENERAL
SECTION J102 – DEFINITIONS <\/td>\n<\/tr>\n
1796<\/td>\nSECTION J103 – PERMITS REQUIRED <\/td>\n<\/tr>\n
1797<\/td>\nSECTION J104 – PERMIT APPLICATION AND SUBMITTALS
SECTION J105 – INSPECTIONS
SECTION J106 – EXCAVATIONS <\/td>\n<\/tr>\n
1798<\/td>\nSECTION J107 – FILLS
FIGURE J107.3 – BENCHING DETAILS <\/td>\n<\/tr>\n
1799<\/td>\nSECTION J108 – SETBACKS
FIGURE J108.1 – DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
1800<\/td>\nSECTION J109 – DRAINAGE AND TERRACING
SECTION J110 – EROSION CONTROL <\/td>\n<\/tr>\n
1801<\/td>\nSECTION J111 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
1803<\/td>\nAPPENDIX K – ICC ELECTRICAL CODE <\/td>\n<\/tr>\n
1805<\/td>\nCHAPTER K1 – SCOPE
SECTION K101 – GENERAL
SECTION K102 – APPLICABILITY <\/td>\n<\/tr>\n
1807<\/td>\nCHAPTER K2 – DEFINITIONS
SECTION K201 – GENERAL
SECTION K202 – GENERAL DEFINITIONS <\/td>\n<\/tr>\n
1809<\/td>\nCHAPTER K3 – ORGANIZATION AND ENFORCEMENT
SECTION K301 – DEPARTMENT OF ELECTRICAL INSPECTION
SECTION K302 – DUTIES AND POWERS OF THECODE OFFICIAL
SECTION K303 – CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
1811<\/td>\nCHAPTER K4 – PERMITS AND FEES
SECTION K401 – GENERAL
SECTION K402 – APPLICATION
SECTION K403 – CONDITIONS <\/td>\n<\/tr>\n
1812<\/td>\nSECTION K404 – FEES <\/td>\n<\/tr>\n
1813<\/td>\nCHAPTER K5 – CONSTRUCTION DOCUMENTS
SECTION K501 – GENERAL
SECTION K502 – EXAMINATION OF DOCUMENTS
SECTION K503 – DESIGN PROFESSIONAL INRESPONSIBLE CHARGE <\/td>\n<\/tr>\n
1814<\/td>\nSECTION K504 – HANDLING SUBMITTALS <\/td>\n<\/tr>\n
1815<\/td>\nCHAPTER K6 – APPROVAL
SECTION K601 – GENERAL
SECTION K602 – TESTING
SECTION K603 – ALTERNATIVE ENGINEERED DESIGN <\/td>\n<\/tr>\n
1817<\/td>\nCHAPTER K7 – INSPECTIONS AND TESTING
SECTION K701 – GENERAL
SECTION K702 – REQUIRED INSPECTIONS <\/td>\n<\/tr>\n
1818<\/td>\nSECTION K703 – TESTING <\/td>\n<\/tr>\n
1819<\/td>\nCHAPTER K8 – SERVICE UTILITIES
SECTION K801 – GENERAL <\/td>\n<\/tr>\n
1821<\/td>\nCHAPTER K9 – UNSAFE SYSTEMS AND EQUIPMENT
SECTION K901 – CONDITIONS <\/td>\n<\/tr>\n
1823<\/td>\nCHAPTER K10 – VIOLATIONS
SECTION K1001 – UNLAWFUL ACTS
SECTION K1002 – NOTICE OF VIOLATION
SECTION K1003 – PENALTIES
SECTION K1004 – STOP WORK ORDER <\/td>\n<\/tr>\n
1825<\/td>\nCHAPTER K11 – MEANS OF APPEAL
SECTION K1101 – GENERAL
SECTION K1102 – MEMBERSHIP
SECTION K1103 – PROCEDURES <\/td>\n<\/tr>\n
1827<\/td>\nCHAPTER K12 – ELECTRICAL PROVISIONS
SECTION K1201 – GENERAL
SECTION K1202 – PROVISIONS <\/td>\n<\/tr>\n
1828<\/td>\nSECTION K1203 – EXISTING ELECTRICAL FACILITIES <\/td>\n<\/tr>\n
1829<\/td>\nCHAPTER K13 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
1831<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Building Code: Code and Commentary<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2009<\/td>\n1862<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":12727,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-12726","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\/12726","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\/12727"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=12726"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=12726"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=12726"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}