{"id":440983,"date":"2024-10-20T08:18:45","date_gmt":"2024-10-20T08:18:45","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ibc-2024-1stptg\/"},"modified":"2024-10-26T15:30:58","modified_gmt":"2024-10-26T15:30:58","slug":"icc-ibc-2024-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ibc-2024-1stptg\/","title":{"rendered":"ICC IBC 2024 1stptg"},"content":{"rendered":"

The 2024 International Codes (I-Codes ) have undergone substantial formatting changes as part of the digital transformation strategy of the International Code Council (ICC ) to improve the user experience. The changes, promoting a cleaner, more modern look and enhancing readability and sustainability, include: Single column text format and modernized font styles improves readability QR Codes replace vertical margin sidebars and arrows to identify code changes more accurately Shading for table headers and notes improves locating tables and applicable notes Grouping of associated content brings tables and figures immediately after the parent section Users have capability to validate authenticity of their book and register it with the ICC to receive incentives. The 2024 IBC applies to all buildings except detached one- and two-family dwellings and townhouses up to three stories. The 2024 IBC contains many important changes such as: Duties and powers of the building official: an overall reformat of Section 104 regulating duties of the building official, the approach for reviewing for code compliance has been significantly updated to reflect the current manner that alternate materials, designs and methods are evaluated. For the first time ever, the 2024 IBC includes provisions for tornado loadings. Updated wind, earthquake, and snow loads. The updated design rain loads are now based on the summation of the static head, the hydraulic head, and the ponding head. Updates to Risk Categories including Photovoltaic (PV) panel systems and facilities providing power generation. Updated and expanded provisions for Temporary Structures. New provisions regarding the wind resistance of aggregate-surfaced roofs. Roof Coverings: Updated provisions for underlayment. New special inspection provisions for metal building systems. New provisions for structural concrete reinforced with glass-fiber reinforcement. Concrete: To improve ease of use, Chapter 19 on Concrete has been Updated and reformatted. Masonry: TMS 402 and TMS 602 references have been updated to the latest 2022 editions. An increase in the allowable height of a Group R-2 occupancy building with a NFPA 13R sprinkler system. Occupiable space requirements now apply if a roof is usable for anything more than maintenance or repair and occupants must have access to multiple egress options from a story based on the occupant load and the story requirements. Adult changing tables are now regulated where they are provided and are also required in large assembly and mercantile, college lecture hall\/classroom buildings and highway rest stops. Fire-resistance-rated Wall Continuity: Updates on how supporting construction for exterior walls is to be fire-resistance-rated, especially in the case of a parapet. Openings in Shaft Enclosures: Additional exceptions are provided for shaft enclosures, including new allowances for openings and penetrations. Carbon Monoxide Detection: Carbon monoxide (CO) detection is now required in all occupancies where a CO-producing device is present. Detection and notification can be addressed in several ways. Vapor retarders: Several updates have been made to the vapor retarder provisions for consistency with the IRC and IECC. The changes also provide additional options and better guidance for allowable types and locations of permitted vapor retarders. Vertical and lateral Flame propagation compliance methods: Clarification has been provided as to when testing in accordance with NFPA 285, related to vertical and lateral flame propagation, is required. Previously this information was scattered in a variety of locations within Chapters 14 and 26. New Appendix P sets forth the scoping limitations and technical criteria for sleeping lofts that are provided within Group R dwelling units and sleeping units.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2024 INTERNATIONAL BUILDING CODE\u00ae <\/td>\n<\/tr>\n
2<\/td>\n2024 INTERNATIONAL BUILDING CODE\u00ae <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nNEW DESIGN FOR THE 2024 INTERNATIONAL CODES <\/td>\n<\/tr>\n
5<\/td>\nPREFACE
FORMATTING CHANGES TO THE 2024 INTERNATIONAL CODES <\/td>\n<\/tr>\n
17<\/td>\nCONTENTS <\/td>\n<\/tr>\n
23<\/td>\nCHAPTER 1: SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101\u2014SCOPE AND GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
24<\/td>\nSECTION 102\u2014APPLICABILITY
PART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103\u2014CODE COMPLIANCE AGENCY
SECTION 104\u2014DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
27<\/td>\nSECTION 105\u2014PERMITS <\/td>\n<\/tr>\n
29<\/td>\nSECTION 106\u2014FLOOR AND ROOF DESIGN LOADS
SECTION 107\u2014CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
30<\/td>\nSECTION 108\u2014TEMPORARY STRUCTURES, EQUIPMENT AND SYSTEMS
SECTION 109\u2014FEES <\/td>\n<\/tr>\n
31<\/td>\nSECTION 110\u2014INSPECTIONS <\/td>\n<\/tr>\n
32<\/td>\nSECTION 111\u2014CERTIFICATE OF OCCUPANCY
SECTION 112\u2014SERVICE UTILITIES <\/td>\n<\/tr>\n
33<\/td>\nSECTION 113\u2014MEANS OF APPEALS
SECTION 114\u2014VIOLATIONS
SECTION 115\u2014STOP WORK ORDER
SECTION 116\u2014UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
35<\/td>\nCHAPTER 2: DEFINITIONS
SECTION 201\u2014GENERAL
SECTION 202\u2014DEFINITIONS <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 3: OCCUPANCY CLASSIFICATION AND USE
SECTION 301\u2014SCOPE
SECTION 302\u2014OCCUPANCY CLASSIFICATION AND USE DESIGNATION
SECTION 303\u2014ASSEMBLY GROUP A <\/td>\n<\/tr>\n
72<\/td>\nSECTION 304\u2014BUSINESS GROUP B
SECTION 305\u2014EDUCATIONAL GROUP E <\/td>\n<\/tr>\n
73<\/td>\nSECTION 306\u2014FACTORY GROUP F <\/td>\n<\/tr>\n
74<\/td>\nSECTION 307\u2014HIGH-HAZARD GROUP H
[F] TABLE 307.1(1)\u2014MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, c, i, l, m <\/td>\n<\/tr>\n
75<\/td>\n[F] TABLE 307.1(1)\u2014MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, c, i, l, m\u2014continued <\/td>\n<\/tr>\n
76<\/td>\n[F] TABLE 307.1(1)\u2014MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, c, i, l, m\u2014continued <\/td>\n<\/tr>\n
77<\/td>\n[F] TABLE 307.1(2)\u2014MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARDa, c, h, i
TABLE 307.1.1\u2014HAZARDOUS MATERIALS EXEMPTIONSa <\/td>\n<\/tr>\n
78<\/td>\nTABLE 307.1.1\u2014HAZARDOUS MATERIALS EXEMPTIONSa\u2014continued <\/td>\n<\/tr>\n
80<\/td>\nSECTION 308\u2014INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
81<\/td>\nSECTION 309\u2014MERCANTILE GROUP M <\/td>\n<\/tr>\n
82<\/td>\nSECTION 310\u2014RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
83<\/td>\nSECTION 311\u2014STORAGE GROUP S <\/td>\n<\/tr>\n
85<\/td>\nSECTION 312\u2014UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
86<\/td>\nCHAPTER 4: SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE
SECTION 401\u2014SCOPE
SECTION 402\u2014COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
90<\/td>\nSECTION 403\u2014HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
91<\/td>\nTABLE 403.2.3\u2014MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
93<\/td>\nSECTION 404\u2014ATRIUMS <\/td>\n<\/tr>\n
94<\/td>\nSECTION 405\u2014UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
96<\/td>\nSECTION 406\u2014MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
98<\/td>\nTABLE 406.5.4\u2014OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
100<\/td>\nSECTION 407\u2014GROUP I-2 <\/td>\n<\/tr>\n
103<\/td>\nSECTION 408\u2014GROUP I-3 <\/td>\n<\/tr>\n
105<\/td>\nSECTION 409\u2014MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
106<\/td>\nSECTION 410\u2014STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
108<\/td>\nSECTION 411\u2014SPECIAL AMUSEMENT AREAS <\/td>\n<\/tr>\n
109<\/td>\nSECTION 412\u2014AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.2.1.1\u2014HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
111<\/td>\nTABLE 412.3.6\u2014[F] TABLE 412.3.6\u2014HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c <\/td>\n<\/tr>\n
112<\/td>\n[BE] TABLE 412.6\u2014AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
113<\/td>\nSECTION 413\u2014COMBUSTIBLE STORAGE
SECTION 414\u2014HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
114<\/td>\n[F] TABLE 414.2.2\u2014DESIGN AND NUMBER OF CONTROL AREAS
[F] TABLE 414.2.5.1\u2014MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP MAND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd, e, f <\/td>\n<\/tr>\n
115<\/td>\n[F] TABLE 414.2.5.1\u2014MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP MAND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd, e, f\u2014continued
[F] TABLE 414.2.5.2\u2014MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE ANDCOMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa <\/td>\n<\/tr>\n
116<\/td>\n[F] TABLE 414.2.5.4\u2014MAXIMUM ALLOWABLE QUANTITY OF LOW BURNING VELOCITYCATEGORY 1B FLAMMABLE GAS IN GROUP M AND S OCCUPANCIES PER CONTROL AREAa
[F] TABLE 414.5.1\u2014EXPLOSION CONTROL REQUIREMENTSa, h <\/td>\n<\/tr>\n
117<\/td>\n[F] TABLE 414.5.1\u2014EXPLOSION CONTROL REQUIREMENTSa, h\u2014continued <\/td>\n<\/tr>\n
118<\/td>\nSECTION 415\u2014GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
119<\/td>\nTABLE 415.6.5\u2014[F] TABLE 415.6.5\u2014DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
121<\/td>\n[F] TABLE 415.11.1.1\u2014QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
122<\/td>\n[F] TABLE 415.11.1.1\u2014QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a\u2014continued <\/td>\n<\/tr>\n
127<\/td>\nSECTION 416\u2014SPRAY APPLICATION OF FLAMMABLE FINISHES
SECTION 417\u2014DRYING ROOMS <\/td>\n<\/tr>\n
128<\/td>\nSECTION 418\u2014ORGANIC COATINGS
SECTION 419\u2014ARTIFICIAL DECORATIVE VEGETATION
SECTION 420\u2014GROUPS I-1, R-1, R-2, R-3 AND R-4 <\/td>\n<\/tr>\n
129<\/td>\nSECTION 421\u2014HYDROGEN FUEL GAS ROOMS <\/td>\n<\/tr>\n
130<\/td>\nSECTION 422\u2014AMBULATORY CARE FACILITIES <\/td>\n<\/tr>\n
131<\/td>\nSECTION 423\u2014STORM SHELTERS <\/td>\n<\/tr>\n
132<\/td>\nSECTION 424\u2014PLAY STRUCTURES
SECTION 425\u2014HYPERBARIC FACILITIES
SECTION [F] 426\u2014COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE <\/td>\n<\/tr>\n
133<\/td>\nSECTION 427\u2014MEDICAL GAS SYSTEMS <\/td>\n<\/tr>\n
134<\/td>\nSECTION 428\u2014HIGHER EDUCATION LABORATORIES
[F] TABLE 428.3\u2014DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR <\/td>\n<\/tr>\n
136<\/td>\nCHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501\u2014GENERAL
SECTION 502\u2014BUILDING ADDRESS
SECTION 503\u2014GENERAL BUILDING HEIGHT AND AREA LIMITATIONS <\/td>\n<\/tr>\n
137<\/td>\nSECTION 504\u2014BUILDING HEIGHT AND NUMBER OF STORIES
TABLE 504.3\u2014ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa <\/td>\n<\/tr>\n
138<\/td>\nTABLE 504.3\u2014ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa\u2014continued
TABLE 504.4\u2014ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b <\/td>\n<\/tr>\n
139<\/td>\nTABLE 504.4\u2014ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b\u2014continued
SECTION 505\u2014MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
141<\/td>\nSECTION 506\u2014BUILDING AREA
TABLE 506.2\u2014ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b <\/td>\n<\/tr>\n
142<\/td>\nTABLE 506.2\u2014ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b\u2014continued <\/td>\n<\/tr>\n
143<\/td>\nTABLE 506.2\u2014ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b\u2014continued <\/td>\n<\/tr>\n
144<\/td>\nTABLE 506.3.3\u2014FRONTAGE INCREASE FACTORa
TABLE 506.3.3.1\u2014SECTION 507 BUILDINGSa <\/td>\n<\/tr>\n
145<\/td>\nTABLE 506.3.3.1\u2014SECTION 507 BUILDINGSa\u2014continued
SECTION 507\u2014UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
147<\/td>\nSECTION 508\u2014MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
148<\/td>\nTABLE 508.4\u2014REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f <\/td>\n<\/tr>\n
149<\/td>\nSECTION 509\u2014INCIDENTAL USES
[F] TABLE 509.1\u2014INCIDENTAL USES <\/td>\n<\/tr>\n
150<\/td>\n[F] TABLE 509.1\u2014INCIDENTAL USES\u2014continued <\/td>\n<\/tr>\n
151<\/td>\nSECTION 510\u2014SPECIAL PROVISIONS <\/td>\n<\/tr>\n
153<\/td>\nCHAPTER 6: TYPES OF CONSTRUCTION
SECTION 601\u2014GENERAL
TABLE 601\u2014FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) <\/td>\n<\/tr>\n
154<\/td>\nSECTION 602\u2014CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
157<\/td>\nSECTION 603\u2014COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
159<\/td>\nCHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES
SECTION 701\u2014GENERAL
SECTION 702\u2014MULTIPLE-USE FIRE ASSEMBLIES
SECTION 703\u2014FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
160<\/td>\nSECTION 704\u2014FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
162<\/td>\nSECTION 705\u2014EXTERIOR WALLS
TABLE 705.2\u2014MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
164<\/td>\nTABLE 705.5\u2014FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE a, d, g\u2014continued <\/td>\n<\/tr>\n
165<\/td>\nTABLE 705.5\u2014FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE a, d, g
FIGURE 705.8\u2014EQUIVALENT OPENING FACTOR
TABLE 705.9\u2014MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
166<\/td>\nTABLE 705.9\u2014MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION\u2014continued <\/td>\n<\/tr>\n
168<\/td>\nSECTION 706\u2014FIRE WALLS
TABLE 706.4\u2014FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
170<\/td>\nSECTION 707\u2014FIRE BARRIERS <\/td>\n<\/tr>\n
171<\/td>\nTABLE 707.3.10\u2014FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
172<\/td>\nSECTION 708\u2014FIRE PARTITIONS <\/td>\n<\/tr>\n
173<\/td>\nSECTION 709\u2014SMOKE BARRIERS <\/td>\n<\/tr>\n
174<\/td>\nSECTION 710\u2014SMOKE PARTITIONS <\/td>\n<\/tr>\n
175<\/td>\nSECTION 711\u2014FLOOR AND ROOF ASSEMBLIES <\/td>\n<\/tr>\n
176<\/td>\nSECTION 712\u2014VERTICAL OPENINGS <\/td>\n<\/tr>\n
177<\/td>\nSECTION 713\u2014SHAFT ENCLOSURES <\/td>\n<\/tr>\n
179<\/td>\nSECTION 714\u2014PENETRATIONS <\/td>\n<\/tr>\n
182<\/td>\nSECTION 715\u2014JOINTS AND VOIDS <\/td>\n<\/tr>\n
183<\/td>\nSECTION 716\u2014OPENING PROTECTIVES
TABLE 716.1(1)\u2014MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
184<\/td>\nTABLE 716.1(2)\u2014OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
185<\/td>\nTABLE 716.1(2)\u2014OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS\u2014continued <\/td>\n<\/tr>\n
186<\/td>\nTABLE 716.1(3)\u2014FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
190<\/td>\nSECTION 717\u2014DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
191<\/td>\nTABLE 717.3.2.1\u2014FIRE DAMPER RATING <\/td>\n<\/tr>\n
196<\/td>\nSECTION 718\u2014CONCEALED SPACES <\/td>\n<\/tr>\n
197<\/td>\nSECTION 719\u2014FIRE-RESISTANCE REQUIREMENTS FOR PLASTER <\/td>\n<\/tr>\n
198<\/td>\nSECTION 720\u2014THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
199<\/td>\nSECTION 721\u2014PRESCRIPTIVE FIRE RESISTANCE
TABLE 721.1(1)\u2014MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
200<\/td>\nTABLE 721.1(1)\u2014MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm\u2014continued <\/td>\n<\/tr>\n
201<\/td>\nTABLE 721.1(1)\u2014MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS m\u2014continued <\/td>\n<\/tr>\n
202<\/td>\nTABLE 721.1(1)\u2014MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm\u2014continued <\/td>\n<\/tr>\n
203<\/td>\nTABLE 721.1(1)\u2014MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm\u2014continued <\/td>\n<\/tr>\n
204<\/td>\nTABLE 721.1(2)\u2014RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p <\/td>\n<\/tr>\n
205<\/td>\nTABLE 721.1(2)\u2014RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p\u2014continued <\/td>\n<\/tr>\n
206<\/td>\nTABLE 721.1(2)\u2014RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p\u2014continued <\/td>\n<\/tr>\n
207<\/td>\nTABLE 721.1(2)\u2014RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p\u2014continued <\/td>\n<\/tr>\n
208<\/td>\nTABLE 721.1(2)\u2014RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p\u2014continued <\/td>\n<\/tr>\n
209<\/td>\nTABLE 721.1(2)\u2014RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p\u2014continued <\/td>\n<\/tr>\n
210<\/td>\nTABLE 721.1(2)\u2014RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p\u2014continued <\/td>\n<\/tr>\n
211<\/td>\nTABLE 721.1(2)\u2014RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p\u2014continued <\/td>\n<\/tr>\n
212<\/td>\nTABLE 721.1(2)\u2014RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa, o, p\u2014continued <\/td>\n<\/tr>\n
213<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q <\/td>\n<\/tr>\n
214<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
215<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
216<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
217<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
218<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
219<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
220<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
221<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
222<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
223<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
224<\/td>\nTABLE 721.1(3)\u2014MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a, q\u2014continued <\/td>\n<\/tr>\n
225<\/td>\nSECTION 722\u2014CALCULATED FIRE RESISTANCE
TABLE 722.2.1.1\u2014MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING <\/td>\n<\/tr>\n
226<\/td>\nTABLE 722.2.1.2(1)\u2014VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2)\u2014FIRE-RESISTANCE RATINGS BASED ON R0.59 <\/td>\n<\/tr>\n
227<\/td>\nFIGURE 722.2.1.2\u2014FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
FIGURE 722.2.1.3.1\u2014CERAMIC FIBER JOINT PROTECTION <\/td>\n<\/tr>\n
228<\/td>\nTABLE 722.2.1.4(1)\u2014MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF CONCRETE OR CONCRETE MASONRY WALL
TABLE 722.2.1.4(2)\u2014TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALLa <\/td>\n<\/tr>\n
229<\/td>\nTABLE 722.2.2.1\u2014MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.2\u2014DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS <\/td>\n<\/tr>\n
230<\/td>\nFIGURE 722.2.2.1.3\u2014SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 722.2.2.2\u2014FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
231<\/td>\nFIGURE 722.2.2.3(1)\u2014FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
232<\/td>\nFIGURE 722.2.2.3(2)\u2014FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
TABLE 722.2.3(1)\u2014COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2)\u2014COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) <\/td>\n<\/tr>\n
233<\/td>\nTABLE 722.2.3(2)\u2014COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)\u2014continued
TABLE 722.2.3(3)\u2014MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 722.2.3(4)\u2014MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb
TABLE 722.2.3(5)\u2014MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
234<\/td>\nTABLE 722.2.3(5)\u2014MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS\u2014continued
TABLE 722.2.4\u2014MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) <\/td>\n<\/tr>\n
235<\/td>\nTABLE 722.3.2\u2014MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa, b, c, d <\/td>\n<\/tr>\n
236<\/td>\nTABLE 722.3.4\u2014MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 722.3.5\u2014MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) <\/td>\n<\/tr>\n
237<\/td>\nTABLE 722.4.1(1)\u2014FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(2)\u2014FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
TABLE 722.4.1(3)\u2014VALUES OF Rn 0.59
TABLE 722.4.1(4)\u2014COEFFICIENTS FOR PLASTER, pla <\/td>\n<\/tr>\n
238<\/td>\nTABLE 722.4.1(4)\u2014COEFFICIENTS FOR PLASTER, pla\u2014continued
TABLE 722.4.1(5)\u2014REINFORCED MASONRY LINTELS
TABLE 722.4.1(6)\u2014REINFORCED CLAY MASONRY COLUMNS <\/td>\n<\/tr>\n
239<\/td>\nTABLE 722.5.1(1)\u2014W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
240<\/td>\nTABLE 722.5.1(1)\u2014W\/D RATIOS FOR STEEL COLUMNS\u2014continued <\/td>\n<\/tr>\n
241<\/td>\nTABLE 722.5.1(1)\u2014W\/D RATIOS FOR STEEL COLUMNS\u2014continued
TABLE 722.5.1(2)\u2014PROPERTIES OF CONCRETE
FIGURE 722.5.1(2)\u2014GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(1)\u2014DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
TABLE 722.5.1(2)\u2014PROPERTIES OF CONCRETE
FIGURE 722.5.1(2)\u2014GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS <\/td>\n<\/tr>\n
242<\/td>\nTABLE 722.5.1(3)\u2014THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 722.5.1(3)\u2014THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
FIGURE 722.5.1(3)\u2014GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
243<\/td>\nTABLE 722.5.1(4)\u2014WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
244<\/td>\nTABLE 722.5.1(4)\u2014WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES\u2014continued <\/td>\n<\/tr>\n
245<\/td>\nTABLE 722.5.1(4)\u2014WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES\u2014continued <\/td>\n<\/tr>\n
246<\/td>\nTABLE 722.5.1(4)\u2014WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D)FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES\u2014continued
FIGURE 722.5.1(4)\u2014FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD <\/td>\n<\/tr>\n
247<\/td>\nTABLE 722.5.1(5)\u2014FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
248<\/td>\nTABLE 722.5.1(5)\u2014FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS\u2014continued <\/td>\n<\/tr>\n
249<\/td>\nTABLE 722.5.1(5)\u2014FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS\u2014continued <\/td>\n<\/tr>\n
250<\/td>\nTABLE 722.5.1(5)\u2014FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS\u2014continued
FIGURE 722.5.1(5)\u2014WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTIVE MATERIALS
TABLE 722.5.1(6)\u2014FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
251<\/td>\nTABLE 722.5.1(6)\u2014FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS\u2014continued
FIGURE 722.5.1(6)\u2014CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS a, b <\/td>\n<\/tr>\n
252<\/td>\nTABLE 722.5.1(7)\u2014MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
FIGURE 722.5.1(7)\u2014CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
253<\/td>\nTABLE 722.5.1(8)\u2014MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(9)\u2014MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 722.5.1 (6)(a)] <\/td>\n<\/tr>\n
254<\/td>\nTABLE 722.5.1(9)\u2014MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 722.5.1 (6)(a)]\u2014continued
TABLE 722.5.1(10)\u2014MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1 (6)(a)] <\/td>\n<\/tr>\n
255<\/td>\nTABLE 722.5.1(10)\u2014MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1 (6)(a)]\u2014continued
EQUATION 7-12
EQUATION 7-13 <\/td>\n<\/tr>\n
256<\/td>\nEQUATION 7-14
EQUATION 7-15
EQUATION 7-16 <\/td>\n<\/tr>\n
257<\/td>\nFIGURE 722.5.2\u2014DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
258<\/td>\nTABLE 722.6.2(1)\u2014TIME ASSIGNED TO WALLBOARD MEMBRANES ON WOOD FRAMEa, b, c, d
TABLE 722.6.2(2)\u2014TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAMEa, b, c <\/td>\n<\/tr>\n
259<\/td>\nTABLE 722.6.2(3)\u2014MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4)\u2014FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 722.6.2(5)\u2014TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
260<\/td>\nTABLE 722.7.1(1)\u2014PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL
TABLE 722.7.1(2)\u2014PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL <\/td>\n<\/tr>\n
261<\/td>\nCHAPTER 8: INTERIOR FINISHES
SECTION 801\u2014SCOPE
SECTION 802\u2014GENERAL
SECTION 803\u2014WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
263<\/td>\nTABLE 803.13\u2014INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
264<\/td>\nSECTION 804\u2014INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
265<\/td>\nSECTION 805\u2014COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806\u2014DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
266<\/td>\nSECTION 807\u2014INSULATION
SECTION 808\u2014ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
267<\/td>\nCHAPTER 9: FIRE PROTECTION AND LIFE SAFETY SYSTEMS
SECTION 901\u2014GENERAL
SECTION 902\u2014FIRE PUMP AND RISER ROOM SIZE <\/td>\n<\/tr>\n
268<\/td>\nSECTION 903\u2014AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
270<\/td>\n[F] TABLE 903.2.5.2\u2014GROUP H-5 AUTOMATIC SPRINKLER SYSTEM DESIGN CRITERIA <\/td>\n<\/tr>\n
272<\/td>\n[F] TABLE 903.2.11.6\u2014ADDITIONAL REQUIRED PROTECTION SYSTEMS <\/td>\n<\/tr>\n
275<\/td>\nSECTION 904\u2014ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
278<\/td>\nSECTION 905\u2014STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
280<\/td>\nSECTION 906\u2014PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
281<\/td>\n[F] TABLE 906.1\u2014ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE <\/td>\n<\/tr>\n
282<\/td>\n[F] TABLE 906.1\u2014ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE\u2014continued
[F]TABLE 906.3(1)\u2014FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
[F]TABLE 906.3(2)\u2014FIRE EXTINGUISHERS FOR FLAMMABLE ORCOMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa <\/td>\n<\/tr>\n
283<\/td>\nSECTION 907\u2014FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
292<\/td>\n[F] TABLE 907.5.2.3.2\u2014VISIBLE ALARMS <\/td>\n<\/tr>\n
293<\/td>\n[F] TABLE 907.5.2.3.2\u2014VISIBLE ALARMS\u2014continued <\/td>\n<\/tr>\n
294<\/td>\nSECTION 908\u2014EMERGENCY ALARM SYSTEMS
SECTION 909\u2014SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
302<\/td>\nSECTION 910\u2014SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
303<\/td>\nSECTION 911\u2014FIRE COMMAND CENTER <\/td>\n<\/tr>\n
305<\/td>\nSECTION 912\u2014FIRE DEPARTMENT CONNECTIONS
SECTION 913\u2014FIRE PUMPS <\/td>\n<\/tr>\n
306<\/td>\nSECTION 914\u2014EMERGENCY RESPONDER SAFETY FEATURES <\/td>\n<\/tr>\n
307<\/td>\nSECTION 915\u2014CARBON MONOXIDE (CO) DETECTION <\/td>\n<\/tr>\n
308<\/td>\nSECTION 916\u2014GAS DETECTION SYSTEMS <\/td>\n<\/tr>\n
309<\/td>\nSECTION 917\u2014MASS NOTIFICATION SYSTEMS
SECTION 918\u2014EMERGENCY RESPONDER COMMUNICATION COVERAGE <\/td>\n<\/tr>\n
310<\/td>\nCHAPTER 10: MEANS OF EGRESS
SECTION 1001\u2014ADMINISTRATION
SECTION 1002\u2014MAINTENANCE AND PLANS
SECTION 1003\u2014GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
311<\/td>\nSECTION 1004\u2014OCCUPANT LOAD <\/td>\n<\/tr>\n
312<\/td>\nTABLE 1004.5\u2014MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
313<\/td>\nTABLE 1004.5\u2014MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT\u2014continued
SECTION 1005\u2014MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
315<\/td>\nSECTION 1006\u2014NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
TABLE 1006.2.1\u2014SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
317<\/td>\nTABLE 1006.3.3\u2014MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY OR OCCUPIABLE ROOFS
TABLE 1006.3.4(1)\u2014STORIES AND OCCUPIABLE ROOFS WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 1006.3.4(2)\u2014STORIES AND OCCUPIABLE ROOFS WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES <\/td>\n<\/tr>\n
318<\/td>\nSECTION 1007\u2014EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
SECTION 1008 \u2014MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
319<\/td>\nSECTION 1009\u2014ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
322<\/td>\nSECTION 1010\u2014DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
325<\/td>\nTABLE 1010.2.4\u2014MANUAL BOLTS, AUTOMATIC FLUSH BOLTS AND CONSTANT LATCHING BOLTS ON THE INACTIVE LEAF OF A PAIR OF DOORS <\/td>\n<\/tr>\n
326<\/td>\nTABLE 1010.2.4\u2014MANUAL BOLTS, AUTOMATIC FLUSH BOLTS AND CONSTANT LATCHING BOLTS ON THE INACTIVE LEAF OF A PAIR OF DOORS\u2014continued <\/td>\n<\/tr>\n
329<\/td>\nTABLE 1010.3.1(1)\u2014MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS <\/td>\n<\/tr>\n
330<\/td>\nTABLE 1010.3.1(2)\u2014MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n
332<\/td>\nSECTION 1011\u2014STAIRWAYS <\/td>\n<\/tr>\n
335<\/td>\nSECTION 1012\u2014RAMPS <\/td>\n<\/tr>\n
337<\/td>\nSECTION 1013\u2014EXIT SIGNS <\/td>\n<\/tr>\n
338<\/td>\nSECTION 1014\u2014HANDRAILS <\/td>\n<\/tr>\n
339<\/td>\nSECTION 1015\u2014GUARDS <\/td>\n<\/tr>\n
341<\/td>\nSECTION 1016\u2014EXIT ACCESS <\/td>\n<\/tr>\n
342<\/td>\nSECTION 1017\u2014EXIT ACCESS TRAVEL DISTANCE
TABLE 1017.2\u2014EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
343<\/td>\nSECTION 1018\u2014AISLES <\/td>\n<\/tr>\n
344<\/td>\nSECTION 1019\u2014EXIT ACCESS STAIRWAYS AND RAMPS
SECTION 1020\u2014CORRIDORS <\/td>\n<\/tr>\n
345<\/td>\nTABLE 1020.2\u2014CORRIDOR FIRE-RESISTANCE RATING
TABLE 1020.3\u2014MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
346<\/td>\nSECTION 1021\u2014EGRESS BALCONIES
SECTION 1022\u2014EXITS <\/td>\n<\/tr>\n
347<\/td>\nSECTION 1023\u2014INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
349<\/td>\nSECTION 1024\u2014EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
350<\/td>\nSECTION 1025\u2014LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
351<\/td>\nSECTION 1026\u2014HORIZONTAL EXITS <\/td>\n<\/tr>\n
352<\/td>\nSECTION 1027\u2014EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
353<\/td>\nSECTION 1028\u2014EXIT DISCHARGE <\/td>\n<\/tr>\n
354<\/td>\nSECTION 1029\u2014EGRESS COURTS
SECTION 1030\u2014ASSEMBLY <\/td>\n<\/tr>\n
355<\/td>\nTABLE 1030.6.2\u2014CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
358<\/td>\nTABLE 1030.13.2.1\u2014SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
359<\/td>\nTABLE 1030.13.2.1\u2014SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS\u2014continued <\/td>\n<\/tr>\n
361<\/td>\nSECTION 1031\u2014EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
363<\/td>\nCHAPTER 11: ACCESSIBILITY
SECTION 1101\u2014GENERAL
SECTION 1102\u2014COMPLIANCE
SECTION 1103\u2014SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
364<\/td>\nSECTION 1104\u2014ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
365<\/td>\nSECTION 1105\u2014ACCESSIBLE ENTRANCES
TABLE 1105.1.1\u2014PUBLIC ENTRANCE WITH POWER-OPERATED DOOR <\/td>\n<\/tr>\n
366<\/td>\nSECTION 1106\u2014PARKING AND PASSENGER LOADING FACILITIES
TABLE 1106.2\u2014ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
367<\/td>\nSECTION 1107\u2014MOTOR-VEHICLE-RELATED FACILITIES
SECTION 1108\u2014DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
369<\/td>\nTABLE 1108.6.1.1\u2014ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
370<\/td>\nTABLE 1108.6.1.1\u2014ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS\u2014continued <\/td>\n<\/tr>\n
372<\/td>\nSECTION 1109\u2014SPECIAL OCCUPANCIES
TABLE 1109.2.2.1\u2014ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
373<\/td>\nTABLE 1109.2.7.1\u2014RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
TABLE 1109.3\u2014ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
374<\/td>\nSECTION 1110\u2014OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
378<\/td>\nTABLE 1110.16.1\u2014ACCESSIBLE CHECKOUT AISLES <\/td>\n<\/tr>\n
379<\/td>\nSECTION 1111\u2014RECREATIONAL FACILITIES <\/td>\n<\/tr>\n
380<\/td>\nTABLE 1111.4.9.1\u2014BOAT SLIPS <\/td>\n<\/tr>\n
381<\/td>\nSECTION 1112\u2014SIGNAGE <\/td>\n<\/tr>\n
383<\/td>\nCHAPTER 12: INTERIOR ENVIRONMENT
SECTION 1201\u2014GENERAL
SECTION 1202\u2014VENTILATION <\/td>\n<\/tr>\n
384<\/td>\nTABLE 1202.3\u2014INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
385<\/td>\nTABLE 1202.3\u2014INSULATION FOR CONDENSATION CONTROL\u2014continued <\/td>\n<\/tr>\n
386<\/td>\nSECTION 1203\u2014TEMPERATURE CONTROL
SECTION 1204\u2014LIGHTING
SECTION 1205\u2014YARDS OR COURTS <\/td>\n<\/tr>\n
387<\/td>\nSECTION 1206\u2014SOUND TRANSMISSION
SECTION 1207\u2014ENHANCED CLASSROOM ACOUSTICS
SECTION 1208\u2014INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
388<\/td>\nSECTION 1209\u2014ACCESS TO UNOCCUPIED SPACES
SECTION 1210\u2014TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
389<\/td>\nSECTION 1211\u2014UV GERMICIDAL IRRADIATION SYSTEMS <\/td>\n<\/tr>\n
390<\/td>\nCHAPTER 13: ENERGY EFFICIENCY
SECTION 1301\u2014GENERAL <\/td>\n<\/tr>\n
391<\/td>\nCHAPTER 14: EXTERIOR WALLS
SECTION 1401\u2014GENERAL
SECTION 1402\u2014PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
392<\/td>\nSECTION 1403\u2014MATERIALS <\/td>\n<\/tr>\n
394<\/td>\nSECTION 1404\u2014INSTALLATION OF WALL COVERINGS
TABLE 1404.2\u2014MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
395<\/td>\nTABLE 1404.2\u2014MINIMUM THICKNESS OF WEATHER COVERINGS\u2014continued
TABLE 1404.3(1)\u2014VAPOR RETARDER MATERIALS AND CLASSES
TABLE 1404.3(2)\u2014VAPOR RETARDER OPTIONS
TABLE 1404.3(3)\u2014CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
396<\/td>\nTABLE 1404.3(3)\u2014CLASS III VAPOR RETARDERS\u2014continued
TABLE 1404.3(4)\u2014CONTINUOUS INSULATION WITH A CLASS I OR II RESPONSIVE VAPOR RETARDER
TABLE 1404.3(5)\u2014CONTINUOUS INSULATION ON WALLS WITHOUT A CLASS I, II, OR III INTERIOR VAPOR RETARDERa <\/td>\n<\/tr>\n
398<\/td>\n[BS] TABLE 1404.5.2.1\u2014CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
[BS] TABLE 1404.5.2.2\u2014FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
399<\/td>\n[BS] TABLE 1404.5.3.1\u2014CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
400<\/td>\n[BS] TABLE 1404.5.3.2\u2014FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa, b <\/td>\n<\/tr>\n
403<\/td>\n[BS] TABLE 1404.15.2\u2014REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE <\/td>\n<\/tr>\n
404<\/td>\n[BS] TABLE 1404.15.2\u2014REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE\u2014continued
[BS] TABLE 1404.15.2\u2014REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE\u2014continued <\/td>\n<\/tr>\n
405<\/td>\nSECTION 1405\u2014COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
TABLE 1405.1.1.1.2\u2014MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS <\/td>\n<\/tr>\n
406<\/td>\nTABLE 1405.1.1.1.2\u2014MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS\u2014continued
SECTION 1406\u2014METAL COMPOSITE MATERIAL (MCM) <\/td>\n<\/tr>\n
407<\/td>\nSECTION 1407\u2014EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1408\u2014HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
408<\/td>\nSECTION 1409\u2014INSULATED METAL PANEL (IMP) <\/td>\n<\/tr>\n
410<\/td>\nSECTION 1410\u2014PLASTIC COMPOSITE DECKING
SECTION 1411\u2014BUILDING-INTEGRATED PHOTOVOLTAIC (BIPV) SYSTEMS FOR EXTERIOR WALL COVERINGS AND FENESTRATION
SECTION 1412\u2014SOFFITS AND FASCIAS AT ROOF OVERHANGS
FIGURE 1412.3(1)\u2014SINGLE-SPAN VINYL OR ALUMINUM SOFFIT PANEL SUPPORTFor SI: <\/td>\n<\/tr>\n
411<\/td>\nFIGURE 1412.3(2)\u2014DOUBLE-SPAN VINYL OR ALUMINUM SOFFIT PANEL SUPPORT
TABLE 1412.6\u2014PRESCRIPTIVE ALTERNATE FOR WOOD STRUCTURAL PANEL SOFFITb, c, d, e <\/td>\n<\/tr>\n
412<\/td>\nTABLE 1412.6\u2014PRESCRIPTIVE ALTERNATE FOR WOOD STRUCTURAL PANEL SOFFITb, c, d, e\u2014continued <\/td>\n<\/tr>\n
413<\/td>\nCHAPTER 15: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501\u2014GENERAL
SECTION 1502\u2014ROOF DRAINAGE
SECTION 1503\u2014WEATHER PROTECTION <\/td>\n<\/tr>\n
414<\/td>\nSECTION 1504\u2014PERFORMANCE REQUIREMENTS
TABLE 1504.2\u2014CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 OR D7158 <\/td>\n<\/tr>\n
415<\/td>\nTABLE 1504.8\u2014MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFSa, b, c, d, e
SECTION 1505\u2014FIRE CLASSIFICATION <\/td>\n<\/tr>\n
416<\/td>\n[BF] TABLE 1505.1\u2014MINIMUM ROOF ASSEMBLY CLASSIFICATION FOR TYPES OF CONSTRUCTIONa, b
SECTION 1506\u2014MATERIALS <\/td>\n<\/tr>\n
417<\/td>\nSECTION 1507\u2014REQUIREMENTS FOR ROOF COVERINGS
TABLE 1507.1.1(1)\u2014UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
418<\/td>\nTABLE 1507.1.1(2)\u2014UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
419<\/td>\nTABLE 1507.1.1(2)\u2014UNDERLAYMENT APPLICATION\u2014continued <\/td>\n<\/tr>\n
420<\/td>\nTABLE 1507.1.1(3)\u2014UNDERLAYMENT FASTENING <\/td>\n<\/tr>\n
421<\/td>\nTABLE 1507.2.8.2\u2014VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
422<\/td>\nTABLE 1507.3.7\u2014CLAY AND CONCRETE TILE ATTACHMENTa, b, c <\/td>\n<\/tr>\n
423<\/td>\nTABLE 1507.3.7\u2014CLAY AND CONCRETE TILE ATTACHMENTa, b, c\u2014continued
TABLE 1507.4.3\u2014METAL ROOF COVERINGS <\/td>\n<\/tr>\n
424<\/td>\nTABLE 1507.4.3\u2014METAL ROOF COVERINGS\u2014continued <\/td>\n<\/tr>\n
425<\/td>\nTABLE 1507.7.6\u2014SLATE SHINGLE HEADLAP
TABLE 1507.8\u2014WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
426<\/td>\nTABLE 1507.8.5\u2014WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7\u2014WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
427<\/td>\nTABLE 1507.9.6\u2014WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8\u2014WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
428<\/td>\nTABLE 1507.10.2\u2014BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
429<\/td>\nTABLE 1507.12.2\u2014SINGLE-PLY ROOFING MATERIAL STANDARDS
TABLE 1507.13.3\u2014PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
430<\/td>\nSECTION 1508\u2014ROOF INSULATION
[BF] TABLE 1508.2\u2014MATERIAL STANDARDS FOR ROOF INSULATION <\/td>\n<\/tr>\n
431<\/td>\n[BF] TABLE 1508.2\u2014MATERIAL STANDARDS FOR ROOF INSULATION\u2014continued
SECTION 1509\u2014ROOF COATINGS
TABLE 1509.2\u2014ROOF COATING MATERIAL STANDARDS
SECTION 1510\u2014RADIANT BARRIERS INSTALLED ABOVE DECK
SECTION 1511\u2014ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
434<\/td>\nSECTION 1512\u2014REROOFING <\/td>\n<\/tr>\n
436<\/td>\nCHAPTER 16: STRUCTURAL DESIGN
SECTION 1601\u2014GENERAL
SECTION 1602\u2014NOTATIONS
SECTION 1603\u2014CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
438<\/td>\nSECTION 1604\u2014GENERAL DESIGN REQUIREMENTS
TABLE 1604.3\u2014DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n
439<\/td>\nTABLE 1604.3\u2014DEFLECTION LIMITSa, b, c, h, i\u2014continued <\/td>\n<\/tr>\n
440<\/td>\nTABLE 1604.5\u2014RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
441<\/td>\nSECTION 1605\u2014LOAD COMBINATIONS <\/td>\n<\/tr>\n
442<\/td>\nEQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
SECTION 1606\u2014DEAD LOADS
SECTION 1607\u2014LIVE LOADS <\/td>\n<\/tr>\n
443<\/td>\nTABLE 1607.1\u2014MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
444<\/td>\nTABLE 1607.1\u2014MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS\u2014continued <\/td>\n<\/tr>\n
445<\/td>\nTABLE 1607.1\u2014MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS\u2014continued <\/td>\n<\/tr>\n
447<\/td>\nEQUATION 16-7 <\/td>\n<\/tr>\n
448<\/td>\nTABLE 1607.13.1\u2014LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-8
EQUATION 16-9 <\/td>\n<\/tr>\n
449<\/td>\nEQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16 <\/td>\n<\/tr>\n
451<\/td>\nSECTION 1608\u2014SNOW LOADS
TABLE 1608.2\u2014GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
452<\/td>\nTABLE 1608.2\u2014GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS\u2014continued <\/td>\n<\/tr>\n
453<\/td>\nFIGURE 1608.2(1)\u2014GROUND SNOW LOADS, pg, FOR RISK CATEGORY I FOR THE CONTERMINOUS UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
454<\/td>\nFIGURE 1608.2(2)\u2014GROUND SNOW LOADS, pg, FOR RISK CATEGORY II FOR THE CONTERMINOUS UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
455<\/td>\nFIGURE 1608.2(3)\u2014GROUND SNOW LOADS, pg, FOR RISK CATEGORY III FOR THE CONTERMINOUS UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
456<\/td>\nFIGURE 1608.2(4)\u2014GROUND SNOW LOADS, pg, FOR RISK CATEGORY IV FOR THE CONTERMINOUS UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
457<\/td>\nEQUATION 16-17
SECTION 1609\u2014WIND LOADS <\/td>\n<\/tr>\n
458<\/td>\nTABLE 1609.2\u2014WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d <\/td>\n<\/tr>\n
459<\/td>\nFIGURE 1609.3(1)\u2014BASIC WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
460<\/td>\nFIGURE 1609.3(2)\u2014BASIC WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
461<\/td>\nFIGURE 1609.3(3)\u2014BASIC WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
462<\/td>\nFIGURE 1609.3(4)\u2014BASIC WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
TABLE 1609.3.1\u2014WIND SPEED CONVERSIONSa, b, c <\/td>\n<\/tr>\n
463<\/td>\nFIGURE 1609.5\u2014TORNADO-PRONE REGION <\/td>\n<\/tr>\n
465<\/td>\nSECTION 1610\u2014SOIL LOADS AND HYDROSTATIC PRESSURE
TABLE 1610.1\u2014LATERAL SOIL LOAD
SECTION 1611\u2014RAIN LOADS <\/td>\n<\/tr>\n
466<\/td>\nEQUATION 16-20
TABLE 1611.1\u2014DESIGN STORM RETURN PERIOD BY RISK CATEGORY
SECTION 1612\u2014FLOOD LOADS <\/td>\n<\/tr>\n
467<\/td>\nSECTION 1613\u2014EARTHQUAKE LOADS <\/td>\n<\/tr>\n
468<\/td>\nFIGURE 1613.2(1)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR THE CONTERMINOUS UNITED STATES (WESTERN) <\/td>\n<\/tr>\n
469<\/td>\nFIGURE 1613.2(2)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR THE CONTERMINOUS UNITED STATES (EASTERN) <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 1613.2(3)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR ALASKA
FIGURE 1613.2(4)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR HAWAII <\/td>\n<\/tr>\n
471<\/td>\nFIGURE 1613.2(5)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS
FIGURE 1613.2(6)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS <\/td>\n<\/tr>\n
472<\/td>\nFIGURE 1613.2(7)\u2014SEISMIC DESIGN CATEGORIES FOR DEFAULT SITE CONDITIONS FOR AMERICAN SAMOA
SECTION 1614\u2014ATMOSPHERIC ICE LOADS <\/td>\n<\/tr>\n
473<\/td>\nSECTION 1615\u2014TSUNAMI LOADS
SECTION 1616\u2014STRUCTURAL INTEGRITY
FIGURE 1616.3\u2014LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
474<\/td>\nEQUATION 16-21
EQUATION 16-22 <\/td>\n<\/tr>\n
475<\/td>\nCHAPTER 17: SPECIAL INSPECTIONS AND TESTS
SECTION 1701\u2014GENERAL
SECTION 1702\u2014NEW MATERIALS
SECTION 1703\u2014APPROVALS <\/td>\n<\/tr>\n
476<\/td>\nSECTION 1704\u2014SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
478<\/td>\nSECTION 1705\u2014REQUIRED SPECIAL INSPECTIONS AND TESTS
TABLE 1705.2.4\u2014REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
479<\/td>\nTABLE 1705.2.6\u2014SPECIAL INSPECTIONS OF METAL BUILDING SYSTEMS
TABLE 1705.3\u2014REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
480<\/td>\nTABLE 1705.3\u2014REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION\u2014continued <\/td>\n<\/tr>\n
481<\/td>\nTABLE 1705.5.3\u2014REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION
TABLE 1705.6\u2014REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
482<\/td>\nTABLE 1705.7\u2014REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8\u2014REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
485<\/td>\nTABLE 1705.13.7\u2014REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS <\/td>\n<\/tr>\n
487<\/td>\nSECTION 1706\u2014DESIGN STRENGTHS OF MATERIALS
SECTION 1707\u2014ALTERNATIVE TEST PROCEDURE <\/td>\n<\/tr>\n
488<\/td>\nSECTION 1708\u2014IN-SITU LOAD TESTS
SECTION 1709\u2014PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
490<\/td>\nCHAPTER 18: SOILS AND FOUNDATIONS
SECTION 1801\u2014GENERAL
SECTION 1802\u2014DESIGN BASIS
SECTION 1803\u2014GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
492<\/td>\nSECTION 1804\u2014EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
493<\/td>\nSECTION 1805\u2014DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
495<\/td>\nSECTION 1806\u2014PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806.2\u2014PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807\u2014FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
496<\/td>\nTABLE 1807.1.6.2\u2014CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
497<\/td>\nTABLE 1807.1.6.2\u2014CONCRETE FOUNDATION WALLSb, c\u2014continued <\/td>\n<\/tr>\n
498<\/td>\nTABLE 1807.1.6.3(1)\u2014PLAIN MASONRY FOUNDATION WALLSa, b, c
TABLE 1807.1.6.3(2)\u20148-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c <\/td>\n<\/tr>\n
499<\/td>\nTABLE 1807.1.6.3(2)\u20148-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c\u2014continued
TABLE 1807.1.6.3(3)\u201410-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHESa, b, c <\/td>\n<\/tr>\n
500<\/td>\nTABLE 1807.1.6.3(4)\u201412-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa, b, c <\/td>\n<\/tr>\n
501<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3 <\/td>\n<\/tr>\n
502<\/td>\nSECTION 1808\u2014FOUNDATIONS <\/td>\n<\/tr>\n
503<\/td>\nFIGURE 1808.7.1\u2014FOUNDATION CLEARANCES FROM SLOPES
TABLE 1808.8.1\u2014MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u2032c OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
504<\/td>\nTABLE 1808.8.1\u2014MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\u2032c OF CONCRETE OR GROUT\u2014continued
TABLE 1808.8.2\u2014MINIMUM CONCRETE COVER <\/td>\n<\/tr>\n
505<\/td>\nSECTION 1809\u2014SHALLOW FOUNDATIONS
TABLE 1809.7\u2014PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e <\/td>\n<\/tr>\n
506<\/td>\nSECTION 1810\u2014DEEP FOUNDATIONS <\/td>\n<\/tr>\n
508<\/td>\nTABLE 1810.3.2.6\u2014ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
509<\/td>\nTABLE 1810.3.2.6\u2014ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS\u2014continued <\/td>\n<\/tr>\n
512<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
518<\/td>\nCHAPTER 19: CONCRETE
SECTION 1901\u2014GENERAL <\/td>\n<\/tr>\n
519<\/td>\nSECTION 1902\u2014COORDINATION OF TERMINOLOGY
SECTION 1903\u2014SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904\u2014DURABILITY REQUIREMENTS
SECTION 1905\u2014SEISMIC REQUIREMENTS <\/td>\n<\/tr>\n
521<\/td>\nSECTION 1906\u2014FOOTINGS FOR LIGHT-FRAME CONSTRUCTION
SECTION 1907\u2014SLABS-ON-GROUND
SECTION 1908\u2014SHOTCRETE <\/td>\n<\/tr>\n
522<\/td>\nCHAPTER 20: ALUMINUM
SECTION 2001\u2014GENERAL
SECTION 2002\u2014MATERIALS <\/td>\n<\/tr>\n
523<\/td>\nCHAPTER 21: MASONRY
SECTION 2101\u2014GENERAL
SECTION 2102\u2014NOTATIONS
SECTION 2103\u2014MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
524<\/td>\nTABLE 2103.2.3\u2014CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104\u2014CONSTRUCTION
SECTION 2105\u2014QUALITY ASSURANCE
SECTION 2106\u2014SEISMIC DESIGN <\/td>\n<\/tr>\n
525<\/td>\nSECTION 2107\u2014ALLOWABLE STRESS DESIGN
SECTION 2108\u2014STRENGTH DESIGN OF MASONRY
SECTION 2109\u2014EMPIRICAL DESIGN OF ADOBE MASONRY <\/td>\n<\/tr>\n
526<\/td>\nTABLE 2109.2.3.1\u2014ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
527<\/td>\nSECTION 2110\u2014GLASS UNIT MASONRY <\/td>\n<\/tr>\n
528<\/td>\nSECTION 2111\u2014MASONRY FIREPLACES <\/td>\n<\/tr>\n
530<\/td>\nFIGURE 2111.12\u2014ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112\u2014MASONRY HEATERS <\/td>\n<\/tr>\n
531<\/td>\nSECTION 2113\u2014MASONRY CHIMNEYS <\/td>\n<\/tr>\n
533<\/td>\nFIGURE 2113.16\u2014FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
534<\/td>\nTABLE 2113.16(1)\u2014NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2)\u2014NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
535<\/td>\nFIGURE 2113.19\u2014ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114\u2014DRY-STACK MASONRY
TABLE 2114.4\u2014GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY <\/td>\n<\/tr>\n
536<\/td>\nCHAPTER 22: STEEL
SECTION 2201\u2014GENERAL
SECTION 2202\u2014STRUCTURAL STEEL AND COMPOSITE STRUCTURAL STEEL AND CONCRETE <\/td>\n<\/tr>\n
537<\/td>\nSECTION 2203\u2014STRUCTURAL STAINLESS STEEL
SECTION 2204\u2014COLD-FORMED STEEL
SECTION 2205\u2014COLD-FORMED STAINLESS STEEL
SECTION 2206\u2014COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
538<\/td>\nSECTION 2207\u2014STEEL JOISTS <\/td>\n<\/tr>\n
539<\/td>\nSECTION 2208\u2014STEEL DECK
SECTION 2209\u2014STEEL STORAGE RACKS
SECTION 2210\u2014METAL BUILDING SYSTEMS
SECTION 2211\u2014INDUSTRIAL BOLTLESS STEEL SHELVING
SECTION 2212\u2014INDUSTRIAL STEEL WORK PLATFORMS
SECTION 2213\u2014STAIRS, LADDERS AND GUARDING FOR STEEL STORAGE RACKS AND INDUSTRIAL STEEL WORK PLATFORMS
SECTION 2214\u2014STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
540<\/td>\nCHAPTER 23: WOOD
SECTION 2301\u2014GENERAL
SECTION 2302\u2014DESIGN REQUIREMENTS
SECTION 2303\u2014MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
544<\/td>\nFIGURE 2303.4.1.2 (1)\u2014PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR
FIGURE 2303.4.1.2(2)\u2014ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR <\/td>\n<\/tr>\n
545<\/td>\nFIGURE 2303.4.1.2(3)\u2014PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR
FIGURE 2303.4.1.2(4)\u2014ALTERNATIVE INSTALLATION USING BUCKLINGREINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR <\/td>\n<\/tr>\n
546<\/td>\nFIGURE 2303.4.1.2(5)\u2014PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY <\/td>\n<\/tr>\n
547<\/td>\nSECTION 2304\u2014GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
548<\/td>\nTABLE 2304.6.1\u2014MAXIMUM BASIC WIND SPEED, V, PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c <\/td>\n<\/tr>\n
549<\/td>\nTABLE 2304.8(1)\u2014ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
TABLE 2304.8(2)\u2014SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.8(3)\u2014ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa <\/td>\n<\/tr>\n
550<\/td>\nTABLE 2304.8(3)\u2014ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa\u2014continued
TABLE 2304.8(4)\u2014ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.8(5)\u2014ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood structural panels are five-ply, five-layer unless otherwise noted)a <\/td>\n<\/tr>\n
551<\/td>\nTABLE 2304.9.3.2\u2014FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
552<\/td>\nTABLE 2304.9.3.2\u2014FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS\u2014continued <\/td>\n<\/tr>\n
553<\/td>\nTABLE 2304.10.2\u2014FASTENING SCHEDULE <\/td>\n<\/tr>\n
554<\/td>\nTABLE 2304.10.2\u2014FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
555<\/td>\nTABLE 2304.10.2\u2014FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
556<\/td>\nTABLE 2304.10.2\u2014FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
557<\/td>\nTABLE 2304.10.2\u2014FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
558<\/td>\nTABLE 2304.11\u2014MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERSMINIMUM NOMINALSOLID SAWN SIZEMINIMUM GLUEDLAMINATEDNET SIZEMINIMUM <\/td>\n<\/tr>\n
560<\/td>\nSECTION 2305\u2014GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
EQUATION 23-1 <\/td>\n<\/tr>\n
561<\/td>\nTABLE 2305.2(1)\u2014en VALUES (inches) FOR USE IN CALCULATINGDIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c
TABLE 2305.2(2)\u2014VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
562<\/td>\nTABLE 2305.2(2)\u2014VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS\u2014continued
EQUATION 23-2
SECTION 2306\u2014ALLOWABLE STRESS DESIGN
TABLE 2306.1\u2014STANDARDS FOR DESIGN AND CONSTRUCTION OFWOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
563<\/td>\nTABLE 2306.1\u2014STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN\u2014continued
TABLE 2306.1.5\u2014ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
564<\/td>\nTABLE 2306.1.5\u2014ALLOWABLE LOADS FOR LUMBER DECKING\u2014continued <\/td>\n<\/tr>\n
565<\/td>\nTABLE 2306.2(1)\u2014ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf
FIGURE 2306.2(1)\u2014CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1) <\/td>\n<\/tr>\n
566<\/td>\nTABLE 2306.2(2)\u2014ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS)WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, g, h
FIGURE 2306.2(2)\u2014FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2) <\/td>\n<\/tr>\n
567<\/td>\nTABLE 2306.3(1)\u2014ALLOWABLE SHEAR VALUES (POUNDS PER FOOT)FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, f, g, i
TABLE 2306.3(2)\u2014ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e <\/td>\n<\/tr>\n
568<\/td>\nTABLE 2306.3(3)\u2014ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
SECTION 2307\u2014LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308\u2014CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
569<\/td>\nTABLE 2308.2.1\u2014ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
571<\/td>\nTABLE 2308.8.1.1(1)\u2014HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) <\/td>\n<\/tr>\n
572<\/td>\nTABLE 2308.8.1.1(1)\u2014HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)\u2014continued <\/td>\n<\/tr>\n
573<\/td>\nTABLE 2308.8.1.1(2)\u2014HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS(Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs) <\/td>\n<\/tr>\n
574<\/td>\nTABLE 2308.8.2.1(1)\u2014FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
575<\/td>\nTABLE 2308.8.2.1(1)\u2014FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)\u2014continued <\/td>\n<\/tr>\n
576<\/td>\nTABLE 2308.8.2.1(2)\u2014FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
577<\/td>\nTABLE 2308.8.2.1(2)\u2014FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential living areas, live load = 40 psf, L\/\u0394 = 360)\u2014continued <\/td>\n<\/tr>\n
578<\/td>\nFIGURE 2308.8.4.1(1)\u2014OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.8.4.1(2)\u2014OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
579<\/td>\nFIGURE 2308.8.4.2\u2014PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
TABLE 2308.9.1\u2014SIZE, HEIGHT AND SPACING OF WOOD STUDSc <\/td>\n<\/tr>\n
580<\/td>\nTABLE 2308.9.1\u2014SIZE, HEIGHT AND SPACING OF WOOD STUDSc\u2014continued <\/td>\n<\/tr>\n
581<\/td>\nFIGURE 2308.9.5.1(1)\u2014SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE 2308.9.5.1(2)\u2014ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE <\/td>\n<\/tr>\n
582<\/td>\nTABLE 2308.9.9\u2014MINIMUM THICKNESS OF WALL SHEATHING
FIGURE 2308.10.1\u2014BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
583<\/td>\nTABLE 2308.10.1\u2014WALL BRACING REQUIREMENTSa <\/td>\n<\/tr>\n
584<\/td>\nTABLE 2308.10.3(1)\u2014BRACING METHODS <\/td>\n<\/tr>\n
585<\/td>\nTABLE 2308.10.3(1)\u2014BRACING METHODS\u2014continued
TABLE 2308.10.3(2)\u2014EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.10.3(3)\u2014WOOD STRUCTURAL PANEL WALL SHEATHINGb(Not exposed to the weather, strength axis parallel or perpendicular to studs except as indicated)
TABLE 2308.10.3(4)\u2014ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING(Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs)
TABLE 2308.10.3(5)\u2014HARDBOARD SIDING <\/td>\n<\/tr>\n
586<\/td>\nTABLE 2308.10.3(5)\u2014HARDBOARD SIDING\u2014continued <\/td>\n<\/tr>\n
587<\/td>\nFIGURE 2308.10.5.1\u2014ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
588<\/td>\nFIGURE 2308.10.5.2\u2014PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
589<\/td>\nFIGURE 2308.10.7.2(1)\u2014BRACED WALL LINE TOP PLATE CONNECTION
FIGURE 2308.10.7.2(2)\u2014BRACED WALL PANEL TOP PLATE CONNECTIONFor SI: <\/td>\n<\/tr>\n
590<\/td>\nFIGURE 2308.10.8.2(1)\u2014ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES
FIGURE 2308.10.8.2(2)\u2014ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
591<\/td>\nFIGURE 2308.10.8.3\u2014STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
592<\/td>\nTABLE 2308.11.1(1)\u2014CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
593<\/td>\nTABLE 2308.11.1(1)\u2014CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
594<\/td>\nTABLE 2308.11.1(1)\u2014CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240)\u2014continued
TABLE 2308.11.1(2)\u2014CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
595<\/td>\nTABLE 2308.11.1(2)\u2014CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
596<\/td>\nTABLE 2308.11.1(2)\u2014CEILING JOIST SPANS FOR COMMON LUMBER SPECIES(Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240)\u2014continued
TABLE 2308.11.2(1)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
597<\/td>\nTABLE 2308.11.2(1)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued <\/td>\n<\/tr>\n
598<\/td>\nTABLE 2308.11.2(1)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued <\/td>\n<\/tr>\n
599<\/td>\nTABLE 2308.11.2(1)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued
TABLE 2308.11.2(2)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
600<\/td>\nTABLE 2308.11.2(2)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
601<\/td>\nTABLE 2308.11.2(2)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
602<\/td>\nTABLE 2308.11.2(3)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd)= 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
603<\/td>\nTABLE 2308.11.2(3)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd)= 30 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued <\/td>\n<\/tr>\n
604<\/td>\nTABLE 2308.11.2(3)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd)= 30 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued
TABLE 2308.11.2(4)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd) = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
605<\/td>\nTABLE 2308.11.2(4)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd) = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued <\/td>\n<\/tr>\n
606<\/td>\nTABLE 2308.11.2(4)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd) = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180)\u2014continued <\/td>\n<\/tr>\n
607<\/td>\nTABLE 2308.11.2(5)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd) = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
608<\/td>\nTABLE 2308.11.2(5)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd) = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
609<\/td>\nTABLE 2308.11.2(5)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd) = 30 psf, ceiling attached to rafters, L\/\u0394 = 240)
TABLE 2308.11.2(6)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd) = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
610<\/td>\nTABLE 2308.11.2(6)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd) = 50 psf, ceiling attached to rafters, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
611<\/td>\nTABLE 2308.11.2(6)\u2014RAFTER SPANS FOR COMMON LUMBER SPECIES(Allowable stress design ground snow load, pg(asd) = 50 psf, ceiling attached to rafters, L\/\u0394 = 240)\u2014continued <\/td>\n<\/tr>\n
612<\/td>\nTABLE 2308.11.2(7)\u2014RAFTER SPAN ADJUSTMENT FACTOR
TABLE 2308.11.3.1\u2014RAFTER TIE CONNECTIONSi <\/td>\n<\/tr>\n
613<\/td>\nTABLE 2308.11.3.1\u2014RAFTER TIE CONNECTIONSi\u2014continued
TABLE 2308.11.3.1(1)\u2014HEEL JOINT CONNECTION ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
614<\/td>\nTABLE 2308.11.4\u2014REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h, d <\/td>\n<\/tr>\n
615<\/td>\nTABLE 2308.11.11\u2014ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
616<\/td>\nTABLE 2308.11.11\u2014ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING\u2014continued
SECTION 2309\u2014WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
617<\/td>\nCHAPTER 24: GLASS AND GLAZING
SECTION 2401\u2014GENERAL
SECTION 2402\u2014GLAZING REPLACEMENT
SECTION 2403\u2014GENERAL REQUIREMENTS FOR GLASS
SECTION 2404\u2014WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1 <\/td>\n<\/tr>\n
618<\/td>\nEQUATION 24-2
EQUATION 24-3
EQUATION 24-4
EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24–9 <\/td>\n<\/tr>\n
619<\/td>\nEQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION 2405\u2014SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
620<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15 <\/td>\n<\/tr>\n
621<\/td>\nSECTION 2406\u2014SAFETY GLAZING
TABLE 2406.2(1)\u2014MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
TABLE 2406.2(2)\u2014MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
623<\/td>\nSECTION 2407\u2014GLASS IN HANDRAILS AND GUARDS
SECTION 2408\u2014GLAZING IN ATHLETIC FACILITIES
SECTION 2409\u2014GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
625<\/td>\nCHAPTER 25: GYPSUM PANEL PRODUCTS AND PLASTER
SECTION 2501\u2014GENERAL
SECTION 2502\u2014PERFORMANCE
SECTION 2503\u2014INSPECTION
SECTION 2504\u2014VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505\u2014SHEAR WALL CONSTRUCTION
SECTION 2506\u2014GYPSUM PANEL PRODUCT MATERIALS <\/td>\n<\/tr>\n
626<\/td>\nTABLE 2506.2\u2014GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
SECTION 2507\u2014LATHING AND PLASTERING
TABLE 2507.2\u2014LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
627<\/td>\nTABLE 2507.2\u2014LATH, PLASTERING MATERIALS AND ACCESSORIES\u2014continued
SECTION 2508\u2014GYPSUM CONSTRUCTION
TABLE 2508.1\u2014INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
628<\/td>\nTABLE 2508.6\u2014SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM PANEL PRODUCT DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509\u2014SHOWERS AND WATER CLOSETS
TABLE 2509.2\u2014BACKERBOARD MATERIALS
SECTION 2510\u2014LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
629<\/td>\nSECTION 2511\u2014INTERIOR PLASTER
TABLE 2511.1.1\u2014INSTALLATION OF PLASTER CONSTRUCTION <\/td>\n<\/tr>\n
630<\/td>\nSECTION 2512\u2014EXTERIOR PLASTER
TABLE 2512.6\u2014CEMENT PLASTERS <\/td>\n<\/tr>\n
631<\/td>\nSECTION 2513\u2014EXPOSED AGGREGATE PLASTER
SECTION 2514\u2014REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
632<\/td>\nCHAPTER 26: PLASTIC
SECTION 2601\u2014GENERAL
SECTION 2602\u2014FINISH AND TRIM
SECTION 2603\u2014FOAM PLASTIC INSULATION
TABLE 2603.1.2\u2014MATERIAL STANDARDS FOR FOAM PLASTIC INSULATING SHEATHING <\/td>\n<\/tr>\n
636<\/td>\nFIGURE 2603.8\u2014TERMITE INFESTATION PROBABILITY MAP
SECTION 2604\u2014INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
637<\/td>\nSECTION 2605\u2014PLASTIC VENEER
SECTION 2606\u2014LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
638<\/td>\nSECTION 2607\u2014LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4\u2014AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa <\/td>\n<\/tr>\n
639<\/td>\nSECTION 2608\u2014LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609\u2014LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
640<\/td>\nTABLE 2609.4\u2014AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610\u2014LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
SECTION 2611\u2014LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
641<\/td>\nSECTION 2612\u2014PLASTIC COMPOSITE DECKING
SECTION 2613\u2014FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
642<\/td>\nSECTION 2614\u2014REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
643<\/td>\nCHAPTER 27: ELECTRICAL
SECTION 2701\u2014GENERAL
SECTION 2702\u2014EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
645<\/td>\nSECTION 2703\u2014LIGHTNING PROTECTION SYSTEMS <\/td>\n<\/tr>\n
646<\/td>\nCHAPTER 28: MECHANICAL SYSTEMS
SECTION 2801\u2014GENERAL <\/td>\n<\/tr>\n
647<\/td>\nCHAPTER 29: PLUMBING SYSTEMS
SECTION 2901\u2014GENERAL
SECTION 2902\u2014MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
648<\/td>\nTABLE 2902.1 [P] TABLE 2902.1\u2014MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa(See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
649<\/td>\nTABLE 2902.1 [P] TABLE 2902.1\u2014MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa(See Sections 2902.1.1 and 2902.2)\u2014continued <\/td>\n<\/tr>\n
650<\/td>\nTABLE 2902.1 [P] TABLE 2902.1\u2014MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa(See Sections 2902.1.1 and 2902.2)\u2014continued <\/td>\n<\/tr>\n
651<\/td>\nTABLE 2902.1 [P] TABLE 2902.1\u2014MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa(See Sections 2902.1.1 and 2902.2)\u2014continued <\/td>\n<\/tr>\n
653<\/td>\n[P] SECTION 2903\u2014INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n
655<\/td>\nCHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001\u2014GENERAL
TABLE 3001.3\u2014ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS
SECTION 3002\u2014HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
656<\/td>\nSECTION 3003\u2014EMERGENCY OPERATIONS
SECTION 3004\u2014CONVEYING SYSTEMS <\/td>\n<\/tr>\n
657<\/td>\nSECTION 3005\u2014MACHINE ROOMS <\/td>\n<\/tr>\n
658<\/td>\nSECTION 3006\u2014ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
659<\/td>\nSECTION 3007\u2014FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
660<\/td>\nFIGURE 3007.6.5\u2014FIRE SERVICE ACCESS ELEVATOR SYMBOL
SECTION 3008\u2014OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
662<\/td>\nSECTION 3009\u2014PRIVATE RESIDENCE ELEVATORS <\/td>\n<\/tr>\n
663<\/td>\nCHAPTER 31: SPECIAL CONSTRUCTION
SECTION 3101\u2014GENERAL
SECTION 3102\u2014MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
664<\/td>\nSECTION 3103\u2014TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
665<\/td>\nTABLE 3103.6.1.1\u2014REDUCTION FACTORS FOR GROUND SNOW LOADS FOR PUBLIC-OCCUPANCY TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
666<\/td>\nTABLE 3103.6.1.2\u2014REDUCTION FACTORS FOR WIND LOADS FOR PUBLIC-OCCUPANCY TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
667<\/td>\nSECTION 3104\u2014PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
668<\/td>\nSECTION 3105\u2014AWNINGS AND CANOPIES
SECTION 3106\u2014MARQUEES <\/td>\n<\/tr>\n
669<\/td>\nSECTION 3107\u2014SIGNS
SECTION 3108\u2014TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109\u2014SWIMMING POOLS, SPAS AND HOT TUBS
SECTION 3110\u2014AUTOMATIC VEHICULAR GATES
SECTION 3111\u2014SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
670<\/td>\nSECTION 3112\u2014GREENHOUSES
SECTION 3113\u2014RELOCATABLE BUILDINGS <\/td>\n<\/tr>\n
671<\/td>\nSECTION 3114\u2014INTERMODAL SHIPPING CONTAINERS <\/td>\n<\/tr>\n
673<\/td>\nTABLE 3114.8.5.3\u2014ALLOWABLE SHEAR VALUES FOR PROFILEDSTEEL PANEL SIDE WALLS AND END WALLS FOR WIND OR SEISMIC LOADING
FIGURE 3114.8.5.3(1)\u2014BRACING UNIT DISTRIBUTION\u2014MAXIMUM LINEAR LENGTH <\/td>\n<\/tr>\n
674<\/td>\nFIGURE 3114.8.5.3(2)\u2014BRACING UNIT DISTRIBUTION\u2014MINIMUM LINEAR LENGTH
FIGURE 3114.8.5.3(3)\u2014BRACING UNIT DISTRIBUTION\u2014BOUNDARY ELEMENTS
FIGURE 3114.8.5.3(4)\u2014BRACING UNIT DISTRIBUTION\u2014PENETRATION LIMITATIONS <\/td>\n<\/tr>\n
675<\/td>\nCHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201\u2014GENERAL
SECTION 3202\u2014ENCROACHMENTS <\/td>\n<\/tr>\n
676<\/td>\nCHAPTER 33: SAFEGUARDS DURING CONSTRUCTION
SECTION 3301\u2014GENERAL
SECTION 3302\u2014OWNER\u2019S RESPONSIBILITY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
677<\/td>\nSECTION 3303\u2014DEMOLITION
SECTION 3304\u2014SITE WORK <\/td>\n<\/tr>\n
678<\/td>\nSECTION 3305\u2014SANITARY
SECTION 3306\u2014PROTECTION OF PEDESTRIANS
TABLE 3306.1\u2014PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
679<\/td>\nSECTION 3307\u2014PROTECTION OF ADJACENT PROPERTY
SECTION 3308\u2014TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
680<\/td>\nSECTION 3309\u2014FIRE EXTINGUISHERS
SECTION 3310\u2014MEANS OF EGRESS
SECTION 3311\u2014STANDPIPES
SECTION 3312\u2014AUTOMATIC SPRINKLER SYSTEM
SECTION 3313\u2014WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
681<\/td>\nSECTION 3314\u2014FIRE WATCH DURING CONSTRUCTION <\/td>\n<\/tr>\n
682<\/td>\nCHAPTER 34: RESERVED <\/td>\n<\/tr>\n
683<\/td>\nCHAPTER 35: REFERENCED STANDARDS
AA
AAMA
ACI
AISC <\/td>\n<\/tr>\n
684<\/td>\nAISI
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
685<\/td>\nAPA <\/td>\n<\/tr>\n
686<\/td>\nASABE
ASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
687<\/td>\nASSP
ASTM <\/td>\n<\/tr>\n
698<\/td>\nAWC <\/td>\n<\/tr>\n
699<\/td>\nAWCI
AWPA
AWS
BHMA
CEN
CPA <\/td>\n<\/tr>\n
700<\/td>\nCPSC
CSA
CSSB
DASMA
DHA
DOC <\/td>\n<\/tr>\n
701<\/td>\nDOL
DOTn
EN
FEMA
FM
GA
ICC <\/td>\n<\/tr>\n
702<\/td>\nISO <\/td>\n<\/tr>\n
703<\/td>\nMHI
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
706<\/td>\nPCI
PTI
RMI
SBCA
SDI
SJI
SPRI
SRCC <\/td>\n<\/tr>\n
707<\/td>\nTIA
TMS
TPI
UL <\/td>\n<\/tr>\n
710<\/td>\nULC
USC
WCLIB
WDMA
WRI <\/td>\n<\/tr>\n
711<\/td>\nAPPENDIX A: EMPLOYEE QUALIFICATIONS
SECTION A101\u2014BUILDING OFFICIAL QUALIFICATIONS
SECTION A102\u2014REFERENCED STANDARDS
TABLE A102.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
712<\/td>\nAPPENDIX B: BOARD OF APPEALS
SECTION B101\u2014GENERAL <\/td>\n<\/tr>\n
714<\/td>\nAPPENDIX C: GROUP U\u2014AGRICULTURAL BUILDINGS
SECTION C101\u2014GENERAL
SECTION C102\u2014ALLOWABLE HEIGHT AND AREA
TABLE C102.1\u2014BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY
SECTION C103\u2014MIXED OCCUPANCIES <\/td>\n<\/tr>\n
715<\/td>\nSECTION C104\u2014EXITS <\/td>\n<\/tr>\n
716<\/td>\nAPPENDIX D: FIRE DISTRICTS
SECTION D101\u2014GENERAL
SECTION D102\u2014BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
717<\/td>\nSECTION D103\u2014CHANGES TO BUILDINGS
SECTION D104\u2014BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105\u2014EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
718<\/td>\nSECTION D106\u2014REFERENCED STANDARDS
TABLE D106.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
719<\/td>\n[BE] APPENDIX E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
SECTION E101\u2014GENERAL
SECTION E102\u2014DEFINITIONS
SECTION E103\u2014ACCESSIBLE ROUTE
SECTION E104\u2014SPECIAL OCCUPANCIES
TABLE E104.2.1\u2014DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
720<\/td>\nTABLE E104.2.1\u2014DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES\u2014continued
SECTION E105\u2014OTHER FEATURES AND FACILITIES
SECTION E106\u2014TELEPHONES <\/td>\n<\/tr>\n
721<\/td>\nTABLE E106.2\u2014WHEELCHAIR-ACCESSIBLE TELEPHONES
SECTION E107\u2014SIGNAGE <\/td>\n<\/tr>\n
722<\/td>\nSECTION E108\u2014BUS STOPS
SECTION E109\u2014TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
723<\/td>\nSECTION E110\u2014AIRPORTS
SECTION E111\u2014REFERENCED STANDARDS
TABLE E111.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
724<\/td>\nAPPENDIX F: RODENTPROOFING
SECTION F101\u2014GENERAL <\/td>\n<\/tr>\n
725<\/td>\nAPPENDIX G: FLOOD-RESISTANT CONSTRUCTION
SECTION G101\u2014ADMINISTRATION
SECTION G102\u2014DEFINITIONS <\/td>\n<\/tr>\n
726<\/td>\nSECTION G103\u2014APPLICABILITY
SECTION G104\u2014POWERS AND DUTIES <\/td>\n<\/tr>\n
727<\/td>\nSECTION G105\u2014PERMITS
SECTION G106\u2014VARIANCES <\/td>\n<\/tr>\n
728<\/td>\nSECTION G107\u2014SUBDIVISIONS <\/td>\n<\/tr>\n
729<\/td>\nSECTION G108\u2014SITE IMPROVEMENT
SECTION G109\u2014MANUFACTURED HOMES
SECTION G110\u2014RECREATIONAL VEHICLES
SECTION G111\u2014TANKS <\/td>\n<\/tr>\n
730<\/td>\nSECTION G112\u2014OTHER BUILDING WORK
SECTION G113\u2014TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G114\u2014UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
731<\/td>\nSECTION G115\u2014REFERENCED STANDARDS
TABLE G115.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
732<\/td>\nAPPENDIX H: SIGNS
SECTION H101\u2014GENERAL
SECTION H102\u2014DEFINITIONS
SECTION H103\u2014LOCATION <\/td>\n<\/tr>\n
733<\/td>\nSECTION H104\u2014IDENTIFICATION
SECTION H105\u2014DESIGN AND CONSTRUCTION
SECTION H106\u2014ELECTRICAL
SECTION H107\u2014COMBUSTIBLE MATERIALS
SECTION H108\u2014ANIMATED DEVICES <\/td>\n<\/tr>\n
734<\/td>\nSECTION H109\u2014GROUND SIGNS
SECTION H110\u2014ROOF SIGNS
SECTION H111\u2014WALL SIGNS
SECTION H112\u2014PROJECTING SIGNS <\/td>\n<\/tr>\n
735<\/td>\nSECTION H113\u2014MARQUEE SIGNS
SECTION H114\u2014PORTABLE SIGNS
SECTION H115\u2014THICKNESS OF SIGNS
TABLE H115.1(1)\u2014SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE H115.1(2)\u2014THICKNESS OF PROJECTION SIGN <\/td>\n<\/tr>\n
736<\/td>\nSECTION H116\u2014REFERENCED STANDARDS
TABLE H116.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
737<\/td>\nAPPENDIX I: PATIO COVERS
SECTION I101\u2014GENERAL
SECTION I102\u2014DEFINITION
SECTION I103\u2014EXTERIOR WALLS AND OPENINGS
SECTION I104\u2014HEIGHT
SECTION I105\u2014STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
738<\/td>\nAPPENDIX J: GRADING
SECTION J101\u2014GENERAL
SECTION J102\u2014DEFINITIONS
SECTION J103\u2014PERMITS REQUIRED <\/td>\n<\/tr>\n
739<\/td>\nSECTION J104\u2014PERMIT APPLICATION AND SUBMITTALS
SECTION J105\u2014INSPECTIONS
SECTION J106\u2014EXCAVATIONS
SECTION J107\u2014FILLS <\/td>\n<\/tr>\n
740<\/td>\nFIGURE J107.3\u2014BENCHING DETAILS
SECTION J108\u2014SETBACKS <\/td>\n<\/tr>\n
741<\/td>\nFIGURE J108.1\u2014DRAINAGE DIMENSIONS
SECTION J109\u2014DRAINAGE AND TERRACING <\/td>\n<\/tr>\n
742<\/td>\nSECTION J110\u2014EROSION CONTROL
SECTION J111\u2014REFERENCED STANDARDS
TABLE J111.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
743<\/td>\nAPPENDIX K: ADMINISTRATIVE PROVISIONS
SECTION K101\u2014GENERAL
SECTION K102\u2014APPLICABILITY
SECTION K103\u2014PERMITS <\/td>\n<\/tr>\n
744<\/td>\nSECTION K104\u2014CONSTRUCTION DOCUMENTS
SECTION K105\u2014ALTERNATIVE ENGINEERED DESIGN
SECTION K106\u2014REQUIRED INSPECTIONS <\/td>\n<\/tr>\n
745<\/td>\nSECTION K107\u2014PREFABRICATED CONSTRUCTION
SECTION K108\u2014TESTING
SECTION K109\u2014RECONNECTION
SECTION K110\u2014CONDEMNING ELECTRICAL SYSTEMS
SECTION K111\u2014ELECTRICAL PROVISIONS <\/td>\n<\/tr>\n
747<\/td>\nAPPENDIX L: EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101\u2014GENERAL
SECTION L102\u2014REFERENCED STANDARDS
TABLE L102.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
748<\/td>\nAPPENDIX M: TSUNAMI-GENERATED FLOOD HAZARDS
SECTION M101\u2014REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARDS
SECTION M102\u2014REFERENCED STANDARDS
TABLE M102.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
749<\/td>\nAPPENDIX N: REPLICABLE BUILDINGS
SECTION N101\u2014ADMINISTRATION
SECTION N102\u2014DEFINITIONS
SECTION N103\u2014REPLICABLE DESIGN REQUIREMENTS
SECTION N104\u2014REPLICABLE DESIGN SUBMITTAL REQUIREMENTS <\/td>\n<\/tr>\n
750<\/td>\nSECTION N105\u2014REVIEW AND APPROVAL OF REPLICABLE DESIGN
SECTION N106\u2014SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN
SECTION N107\u2014SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN <\/td>\n<\/tr>\n
752<\/td>\n[A] APPENDIX O: PERFORMANCE-BASED APPLICATION
[A] SECTION O101\u2014GENERAL <\/td>\n<\/tr>\n
754<\/td>\nAPPENDIX P: SLEEPING LOFTS
SECTION P101\u2014GENERAL
SECTION P102\u2014DEFINITIONS
SECTION P103\u2014MEANS OF EGRESS <\/td>\n<\/tr>\n
755<\/td>\nSECTION P104\u2014GUARDS
SECTION P105\u2014SMOKE ALARMS
SECTION P106\u2014REFERENCED STANDARDS
TABLE P106.1\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n
756<\/td>\nINDEX <\/td>\n<\/tr>\n
778<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
779<\/td>\nICC EVALUATION SERVICE\u00ae <\/td>\n<\/tr>\n
780<\/td>\nCHANGES TO THE CODE DEVELOPMENT PROCESS <\/td>\n<\/tr>\n
781<\/td>\nICC CONSULTING SERVICES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Building Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2024<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":440991,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-440983","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\/440983","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\/440991"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=440983"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=440983"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=440983"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}