{"id":465591,"date":"2024-10-20T10:41:19","date_gmt":"2024-10-20T10:41:19","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-ibc-2021-1stptg-2\/"},"modified":"2024-10-26T19:42:41","modified_gmt":"2024-10-26T19:42:41","slug":"icc-ibc-2021-1stptg-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-ibc-2021-1stptg-2\/","title":{"rendered":"ICC IBC 2021 1stptg"},"content":{"rendered":"

This code applies to all buildings except detached one- and two-family dwellings and townhouses up to three stories. The 2021 IBC\u00ae contains many important changes such as: Puzzle rooms (escape rooms) are now defined and regulated as special amusement areas, requiring compliance with Section 411 and special means of egress requirements. For the purposes of determining the allowable number of control areas in a building, each portion separated by one or more fire walls is now considered as a separate building. In Group E occupancies, enhanced classroom acoustics in compliance with ICC A117.1 are to be provided in all classrooms having of volume of 20,000 cubic feet or less. The requirements for metal composite materials and systems (MCM) installed on the exterior walls of Types I, II, III and IV construction were simplified and sprinkler allowances were deleted The use of intermodal shipping containers as buildings is now specifically addressed through provisions intended to supplement existing applicable IBC requirements. Automatic sprinkler protection is now required in Group S-2 open parking garages where any fire area exceeds 48,000 square feet. The 2017 edition of ICC A117.1 was adopted. Parapets of a minimum height are now required for aggregate-surfaced roofs to prevent blow-off. Mixed occupancy buildings with assembly spaces are placed in Risk Category III when the total public assembly occupant load is greater than 2500 people. The 2021 IBC snow map is updated to match ASCE 7-16 snow maps by adding a reference to ASCE 7 snow tables in states with large case study areas. Secondary rain loads are updated to be consistent with ASCE 7. Special inspection requirements were added to address the anchorage and connection of mass timber structural elements. Installation of firestop, fire-resistant joint systems and perimeter fire barrier systems in residential-use buildings now requires special inspection in Group R fire areas having an occupant load exceeding 250 people. Frost protection for egress doors was added to the foundation requirements. ACI standards ACI 117 and ITG 7 were added by reference to provide acceptable tolerances for concrete construction. Three new types of construction (Types IV-A, IV-B, and IV-C) allow mass timber buildings of taller heights, more stories above grade, and greater allowable areas compared to existing provisions for heavy timber buildings.<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2021 IBC\u00ae INTERNATIONAL BUILDING CODE\u00ae <\/td>\n<\/tr>\n
2<\/td>\n2021 IBC\u00ae INTERNATIONAL BUILDING CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
12<\/td>\nARRANGEMENT AND FORMAT OF THE 2021 IBC <\/td>\n<\/tr>\n
24<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
32<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 SCOPE AND GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
33<\/td>\nSECTION 102 APPLICABILITY
PART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 CODE COMPLIANCE AGENCY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
35<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
37<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
38<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES <\/td>\n<\/tr>\n
39<\/td>\nSECTION 109 FEES
SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
40<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
41<\/td>\nSECTION 112 SERVICE UTILITIES
SECTION 113 MEANS OF APPEALS
SECTION 114 VIOLATIONS
SECTION 115 STOP WORK ORDER <\/td>\n<\/tr>\n
42<\/td>\nSECTION 116 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
44<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
78<\/td>\nCHAPTER 3 OCCUPANCY CLASSIFICATION AND USE
SECTION 301 SCOPE
SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
79<\/td>\nSECTION 304 BUSINESS GROUP B <\/td>\n<\/tr>\n
80<\/td>\nSECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
81<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
82<\/td>\nTABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
83<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
84<\/td>\nTABLE 307.1(2) [F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
85<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
86<\/td>\nSECTION 309 MERCANTILE GROUP M <\/td>\n<\/tr>\n
87<\/td>\nSECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
88<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
89<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
90<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS <\/td>\n<\/tr>\n
93<\/td>\nEQUATION 4-1 <\/td>\n<\/tr>\n
94<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
95<\/td>\nTABLE 403.2.3 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
97<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
98<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
99<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
102<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
104<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
107<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
110<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS
SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
112<\/td>\nSECTION 411 SPECIAL AMUSEMENT AREAS <\/td>\n<\/tr>\n
113<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
115<\/td>\n[F] TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTS <\/td>\n<\/tr>\n
116<\/td>\nTABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
117<\/td>\nSECTION 413 COMBUSTIBLE STORAGE
SECTION 414 HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
118<\/td>\n[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
119<\/td>\n[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa <\/td>\n<\/tr>\n
120<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
121<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
123<\/td>\n[F] TABLE 415.6.5 DETACHED BUILDING REQUIRED <\/td>\n<\/tr>\n
125<\/td>\n[F] TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 <\/td>\n<\/tr>\n
130<\/td>\nSECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
131<\/td>\nSECTION 417 DRYING ROOMS
SECTION 418 ORGANIC COATINGS
SECTION 419 ARTIFICIAL DECORATIVE VEGETATION
SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 <\/td>\n<\/tr>\n
133<\/td>\nSECTION 421 HYDROGEN FUEL GAS ROOMS
SECTION 422 AMBULATORY CARE FACIILITIES <\/td>\n<\/tr>\n
134<\/td>\nSECTION 423 STORM SHELTERS <\/td>\n<\/tr>\n
135<\/td>\nSECTION 424 PLAY STRUCTURES
SECTION 425 HYPERBARIC FACILITIES
SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE <\/td>\n<\/tr>\n
136<\/td>\nSECTION 427 MEDICAL GAS SYSTEMS <\/td>\n<\/tr>\n
137<\/td>\nSECTION 428 HIGHER EDUCATION LABORATORIES
[F] TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR <\/td>\n<\/tr>\n
140<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 BUILDING ADDRESS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS <\/td>\n<\/tr>\n
141<\/td>\nSECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
142<\/td>\nTABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa <\/td>\n<\/tr>\n
143<\/td>\nTABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa <\/td>\n<\/tr>\n
144<\/td>\nTABLE 504.4\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa <\/td>\n<\/tr>\n
145<\/td>\nSECTION 506 BUILDING AREA
EQUATION 5-1
EQUATION 5-2
EQUATION 5-3 <\/td>\n<\/tr>\n
146<\/td>\nTABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
147<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
148<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
TABLE 506.3.3 FRONTAGE INCREASE FACTORa
TABLE 506.3.3.1 SECTION 507 BUILDINGSa
SECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
151<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
152<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f <\/td>\n<\/tr>\n
153<\/td>\nSECTION 509 INCIDENTAL USES
[F] TABLE 509.1 INCIDENTAL USES <\/td>\n<\/tr>\n
154<\/td>\nSECTION 510 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
158<\/td>\nCHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
160<\/td>\nEQUATION 6-1 <\/td>\n<\/tr>\n
162<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
164<\/td>\nCHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
165<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
167<\/td>\nSECTION 705 EXTERIOR WALLS <\/td>\n<\/tr>\n
168<\/td>\nTABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
169<\/td>\nEQUATION 7-1
TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE <\/td>\n<\/tr>\n
170<\/td>\nEQUATION 7-2
FIGURE 705.7 EQUIVALENT OPENING FACTOR <\/td>\n<\/tr>\n
171<\/td>\nTABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
172<\/td>\nSECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
173<\/td>\nTABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
175<\/td>\nSECTION 707 FIRE BARRIERS
TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
176<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
178<\/td>\nSECTION 709 SMOKE BARRIERS <\/td>\n<\/tr>\n
179<\/td>\nSECTION 710 SMOKE PARTITIONS
SECTION 711 FLOOR AND ROOF ASSEMBLIES <\/td>\n<\/tr>\n
180<\/td>\nSECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
182<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
183<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
186<\/td>\nSECTION 715 JOINTS AND VOIDS <\/td>\n<\/tr>\n
187<\/td>\nSECTION 716 OPENING PROTECTIVES <\/td>\n<\/tr>\n
188<\/td>\nTABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES
TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
189<\/td>\nTABLE 716.1(2)\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
190<\/td>\nTABLE 716.1(2)\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
194<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
195<\/td>\nTABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
200<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
202<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
203<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
204<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
205<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
206<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
207<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
208<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
209<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
210<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
211<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
212<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
213<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
214<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
215<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
216<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
217<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
218<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
219<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
220<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
221<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
222<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
223<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
224<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
225<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
226<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
227<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
228<\/td>\nSECTION 722 CALCULATED FIRE RESISTANCE
TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3
EQUATION 7-4 <\/td>\n<\/tr>\n
229<\/td>\nFIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R <\/td>\n<\/tr>\n
230<\/td>\nFIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
231<\/td>\nTABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS <\/td>\n<\/tr>\n
232<\/td>\nEQUATION 7-5
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
233<\/td>\nFIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES <\/td>\n<\/tr>\n
234<\/td>\nTABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) <\/td>\n<\/tr>\n
235<\/td>\nTABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb
TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
236<\/td>\nTABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
237<\/td>\nEQUATION 7-7
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
TABLE 722.4.1(3) VALUES OF Rn0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS <\/td>\n<\/tr>\n
238<\/td>\nEQUATION 7-8
EQUATION 7-9
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS <\/td>\n<\/tr>\n
239<\/td>\nEQUATION 7-10
EQUATION 7-11
FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
240<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(1)\u2014continued W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
241<\/td>\nTABLE 722.5.1(2) PROPERTIES OF CONCRETE
TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS <\/td>\n<\/tr>\n
242<\/td>\nTABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
TABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
243<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
TABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
244<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
TABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
245<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
TABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
246<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
247<\/td>\nTABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] <\/td>\n<\/tr>\n
248<\/td>\nTABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 722.5.1 (6)(a)]
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1 (6)(a)] <\/td>\n<\/tr>\n
249<\/td>\nFIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
250<\/td>\nFIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa <\/td>\n<\/tr>\n
251<\/td>\nFIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
EQUATION 7-12
EQUATION 7-13 <\/td>\n<\/tr>\n
252<\/td>\nEQUATION 7-14
EQUATION 7-15
EQUATION 7-16 <\/td>\n<\/tr>\n
253<\/td>\nFIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
EQUATION 7-17 <\/td>\n<\/tr>\n
254<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES
TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME <\/td>\n<\/tr>\n
255<\/td>\nTABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
256<\/td>\nTABLE 722.7.1(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL
TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL <\/td>\n<\/tr>\n
258<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 SCOPE
SECTION 802 GENERAL
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
260<\/td>\nTABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY <\/td>\n<\/tr>\n
261<\/td>\nSECTION 804 INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
262<\/td>\nSECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
263<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
264<\/td>\nCHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS
SECTION 901 GENERAL <\/td>\n<\/tr>\n
265<\/td>\nSECTION 902 FIRE PUMP AND RISER ROOM SIZE
SECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
267<\/td>\n[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
269<\/td>\n[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS <\/td>\n<\/tr>\n
272<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
274<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
277<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
278<\/td>\n[F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
[F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa <\/td>\n<\/tr>\n
279<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
289<\/td>\n[F] TABLE 907.5.2.3.2 VISIBLE ALARMS <\/td>\n<\/tr>\n
290<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS
SECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
292<\/td>\nEQUATION 9-1 <\/td>\n<\/tr>\n
293<\/td>\nEQUATION 9-2 <\/td>\n<\/tr>\n
299<\/td>\nSECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
300<\/td>\nEQUATION 9-3
EQUATION 9-4
SECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
302<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
303<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
305<\/td>\nSECTION 916 GAS DETECTION SYSTEMS
SECTION 917 MASS NOTIFICATION SYSTEMS
SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE <\/td>\n<\/tr>\n
306<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
[F] SECTION 1002 MAINTENANCE AND PLANS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
307<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
308<\/td>\nTABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
309<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
310<\/td>\nSECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
311<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
312<\/td>\nTABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY <\/td>\n<\/tr>\n
313<\/td>\nTABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION <\/td>\n<\/tr>\n
314<\/td>\nSECTION 1008 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
315<\/td>\nSECTION 1009 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
317<\/td>\nSECTION 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
324<\/td>\nTABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING D <\/td>\n<\/tr>\n
325<\/td>\nTABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n
327<\/td>\nSECTION 1011 STAIRWAYS <\/td>\n<\/tr>\n
331<\/td>\nSECTION 1012 RAMPS <\/td>\n<\/tr>\n
332<\/td>\nSECTION 1013 EXIT SIGNS <\/td>\n<\/tr>\n
333<\/td>\nSECTION 1014 HANDRAILS <\/td>\n<\/tr>\n
334<\/td>\nSECTION 1015 GUARDS <\/td>\n<\/tr>\n
336<\/td>\nSECTION 1016 EXIT ACCESS
SECTION 1017 EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
337<\/td>\nTABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
338<\/td>\nSECTION 1018 AISLES
SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
339<\/td>\nSECTION 1020 CORRIDORS
TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1020.3 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
340<\/td>\nSECTION 1021 EGRESS BALCONIES
SECTION 1022 EXITS <\/td>\n<\/tr>\n
341<\/td>\nSECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
343<\/td>\nSECTION 1024 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
344<\/td>\nSECTION 1025 LUMINOUS EGRESS PATH MARKINGS <\/td>\n<\/tr>\n
345<\/td>\nSECTION 1026 HORIZONTAL EXITS <\/td>\n<\/tr>\n
346<\/td>\nSECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
347<\/td>\nSECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
348<\/td>\nSECTION 1029 EGRESS COURTS
SECTION 1030 ASSEMBLY <\/td>\n<\/tr>\n
349<\/td>\nTABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
353<\/td>\nTABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
355<\/td>\nSECTION 1031 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
358<\/td>\nCHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 COMPLIANCE
SECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
359<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
360<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES
TABLE 1105.1.1 PUBLIC ENTRANCE WITH POWER-OPERATED DOORa <\/td>\n<\/tr>\n
361<\/td>\nSECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
TABLE 1106.2 ACCESSIBLE PARKING SPACES <\/td>\n<\/tr>\n
362<\/td>\nSECTION 1107 MOTOR-VEHICLE-RELATED FACILITIES
SECTION 1108 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
364<\/td>\nTABLE 1108.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
366<\/td>\nSECTION 1109 SPECIAL OCCUPANCIES
TABLE 1109.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
367<\/td>\nTABLE 1109.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
368<\/td>\nTABLE 1109.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
SECTION 1110 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
372<\/td>\nTABLE 1110.13.1 ACCESSIBLE CHECK-OUT AISLES
SECTION 1111 RECREATIONAL FACILITIES <\/td>\n<\/tr>\n
374<\/td>\nTABLE 1111.4.9.1 BOAT SLIPS
SECTION 1112 SIGNAGE <\/td>\n<\/tr>\n
376<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 VENTILATION <\/td>\n<\/tr>\n
377<\/td>\nTABLE 1202.3 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
379<\/td>\nSECTION 1203 TEMPERATURE CONTROL
SECTION 1204 LIGHTING
SECTION 1205 YARDS OR COURTS <\/td>\n<\/tr>\n
380<\/td>\nSECTION 1206 SOUND TRANSMISSION
SECTION 1207 ENHANCED CLASSROOM ACOUSTICS
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
381<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
384<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
386<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
387<\/td>\nSECTION 1403 MATERIALS <\/td>\n<\/tr>\n
388<\/td>\nSECTION 1404 INSTALLATION OF WALL COVERINGS
TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
389<\/td>\nTABLE 1404.3(1) VAPOR RETARDER MATERIALS AND CLASSES
TABLE 1404.3(2) VAPOR RETARDER OPTIONS
TABLE 1404.3(3) CLASS III VAPOR RETARDERS
TABLE 1404.3(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER <\/td>\n<\/tr>\n
394<\/td>\nSECTION 1405 COMBUSTIBLE MATERIALS ONTHE EXTERIOR SIDE OF EXTERIOR WALLS
TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
SECTION 1406 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
395<\/td>\nSECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) <\/td>\n<\/tr>\n
396<\/td>\nSECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
397<\/td>\nSECTION 1409 PLASTIC COMPOSITE DECKING <\/td>\n<\/tr>\n
398<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 ROOF DRAINAGE
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
399<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158 <\/td>\n<\/tr>\n
400<\/td>\nTABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFS
SECTION 1505 FIRE CLASSIFICATION <\/td>\n<\/tr>\n
401<\/td>\nTABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTIONa
SECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
402<\/td>\nTABLE 1507.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
403<\/td>\nTABLE 1507.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
404<\/td>\nTABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
405<\/td>\nTABLE 1507.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
406<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
407<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
408<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
409<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
410<\/td>\nTABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
411<\/td>\nTABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
412<\/td>\nTABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS
TABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
413<\/td>\nSECTION 1508 ROOF INSULATION
[BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOF COATINGS
TABLE 1509.2 ROOF COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
414<\/td>\nSECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK
SECTION 1511 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
416<\/td>\nSECTION 1512 REROOFING <\/td>\n<\/tr>\n
418<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
419<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
420<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
422<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
423<\/td>\nSECTION 1605 LOAD COMBINATIONS
EQUATION 16-1
EQUATOIN 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
SECTION 1606 DEAD LOADS <\/td>\n<\/tr>\n
424<\/td>\nSECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
425<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
426<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
427<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
429<\/td>\nEQUATION 16-7
TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-8
EQUATION 16-9 <\/td>\n<\/tr>\n
430<\/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
432<\/td>\nSECTION 1608 SNOW LOADS
SECTION 1609 WIND LOADS <\/td>\n<\/tr>\n
433<\/td>\nTABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS <\/td>\n<\/tr>\n
434<\/td>\nTABLE 1609.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
435<\/td>\nFIGURE 1608.2(1) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
436<\/td>\nFIGURE 1608.2(2) GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
437<\/td>\nFIGURE 1609.3(1) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
438<\/td>\nFIGURE 1609.3(2) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
439<\/td>\nFIGURE 1609.3(3) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
440<\/td>\nFIGURE 1609.3(4) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
441<\/td>\nFIGURE 1609.3(5) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAI <\/td>\n<\/tr>\n
442<\/td>\nFIGURE 1609.3(6) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) <\/td>\n<\/tr>\n
443<\/td>\nFIGURE 1609.3(7) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n
444<\/td>\nFIGURE 1609.3(8) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) <\/td>\n<\/tr>\n
445<\/td>\nFIGURE 1609.3(9) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n
446<\/td>\nFIGURE 1609.3(10) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) <\/td>\n<\/tr>\n
447<\/td>\nFIGURE 1609.3(11) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII <\/td>\n<\/tr>\n
448<\/td>\nFIGURE 1609.3(12) BASIC DESIGN WIND SPEEDS, V, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES IN HAWAII (OAHU, KAUAI) <\/td>\n<\/tr>\n
449<\/td>\nEQUATION 16-17
TABLE 1609.3.1 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
450<\/td>\nEQUATION 16-18
SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE
SECTION 1611 RAIN LOADS
EQUATION 16-19 <\/td>\n<\/tr>\n
451<\/td>\nTABLE 1610.1 LATERAL SOIL LOAD
SECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
452<\/td>\nFIGURE 1611.1(1) 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES <\/td>\n<\/tr>\n
453<\/td>\nFIGURE 1611.1(2) 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES <\/td>\n<\/tr>\n
454<\/td>\nFIGURE 1611.1(3) 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES <\/td>\n<\/tr>\n
455<\/td>\nFIGURE 1611.1(4) 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA <\/td>\n<\/tr>\n
456<\/td>\nFIGURE 1611.1(5) 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII <\/td>\n<\/tr>\n
457<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
458<\/td>\nEQUATION 16-20
EQUATION 16-21
EQUATION 16-22
EQUATION 16-23 <\/td>\n<\/tr>\n
459<\/td>\nTABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Faa
TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FV
TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION
TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
460<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 TSUNAMI LOADS
SECTION 1616 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
461<\/td>\nFIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
462<\/td>\nFIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
463<\/td>\nFIGURE 1613.2.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
464<\/td>\nFIGURE 1613.2.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE COTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
465<\/td>\nFIGURE 1613.2.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
466<\/td>\nFIGURE 1613.2.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
467<\/td>\nFIGURE 1613.2.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
468<\/td>\nFIGURE 1613.2.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
469<\/td>\nFIGURE 1613.2.1(9) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
470<\/td>\nFIGURE 1613.2.1(10) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING) <\/td>\n<\/tr>\n
471<\/td>\nFIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
EQUATION 16-24
EQUATION 16-25 <\/td>\n<\/tr>\n
474<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 NEW MATERIALS
SECTION 1703 APPROVALS <\/td>\n<\/tr>\n
475<\/td>\nSECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
477<\/td>\nSECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
478<\/td>\nTABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
479<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
480<\/td>\nTABLE 1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION
TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
481<\/td>\nTABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
483<\/td>\nTABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS <\/td>\n<\/tr>\n
486<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
487<\/td>\nSECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
490<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DESIGN BASIS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
492<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
493<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
495<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
497<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
498<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, <\/td>\n<\/tr>\n
499<\/td>\nEQUATION 18-1
TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c <\/td>\n<\/tr>\n
500<\/td>\nEQUATION 18-2
EQUATION 18-3
TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
501<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHESa, b, c
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
503<\/td>\nFIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\uf020\uf0a2c OF CONCRETE OR GROUT <\/td>\n<\/tr>\n
504<\/td>\nTABLE 1808.8.2 MINIMUM CONCRETE COVER
SECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
505<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
506<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
509<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS <\/td>\n<\/tr>\n
510<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
512<\/td>\nEQUATION 18-5 <\/td>\n<\/tr>\n
518<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 COORDINATION OF TERMINOLOGY <\/td>\n<\/tr>\n
519<\/td>\nSECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
522<\/td>\nSECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 SHOTCRETE <\/td>\n<\/tr>\n
524<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
526<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 NOTATIONS
SECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
527<\/td>\nTABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE
SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
528<\/td>\nEQUATION 21-1
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY <\/td>\n<\/tr>\n
529<\/td>\nEQUATION 21-2
TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
530<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
531<\/td>\nSECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
533<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
534<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
537<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
538<\/td>\nFIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
SECTION 2114 DRY-STACK MASONRY
TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY <\/td>\n<\/tr>\n
540<\/td>\nCHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
541<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
542<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL <\/td>\n<\/tr>\n
543<\/td>\nSECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
544<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DESIGN REQUIREMENTS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
548<\/td>\nFIGURE 2303.4.1.2(1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR <\/td>\n<\/tr>\n
549<\/td>\nFIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR <\/td>\n<\/tr>\n
550<\/td>\nFIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR <\/td>\n<\/tr>\n
551<\/td>\nFIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR <\/td>\n<\/tr>\n
552<\/td>\nFIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY <\/td>\n<\/tr>\n
553<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
554<\/td>\nTABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa
TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING <\/td>\n<\/tr>\n
555<\/td>\nTABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
TABLE 2304.8(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 SUPPORTSa <\/td>\n<\/tr>\n
556<\/td>\nTABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood structural panels are five-ply, five-layer unless otherwise noted)a <\/td>\n<\/tr>\n
557<\/td>\nTABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
559<\/td>\nTABLE 2304.10.2 FASTENING SCHEDULE <\/td>\n<\/tr>\n
560<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
561<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
562<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
563<\/td>\nTABLE 2304.10.2\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
564<\/td>\nTABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
566<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
EQUATION 23-1 <\/td>\n<\/tr>\n
567<\/td>\nTABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)
TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
568<\/td>\nEQUATION 23-2
SECTION 2306 ALLOWABLE STRESS DESIGN
TABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
569<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
570<\/td>\nTABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf
FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1) <\/td>\n<\/tr>\n
571<\/td>\nTABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
572<\/td>\nFIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2) <\/td>\n<\/tr>\n
573<\/td>\nTABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY <\/td>\n<\/tr>\n
574<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
TABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
576<\/td>\nTABLE 2308.4.1.1(1) HEADER 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
577<\/td>\nTABLE 2308.4.1.1(1)\u2014continued HEADER 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
578<\/td>\nTABLE 2308.4.1.1(2) HEADER 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
579<\/td>\nTABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
580<\/td>\nTABLE 2308.4.2.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
581<\/td>\nTABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
582<\/td>\nTABLE 2308.4.2.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360) <\/td>\n<\/tr>\n
584<\/td>\nFIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <\/td>\n<\/tr>\n
585<\/td>\nTABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc <\/td>\n<\/tr>\n
586<\/td>\nFIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE <\/td>\n<\/tr>\n
587<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
588<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
589<\/td>\nTABLE 2308.6.1 WALL BRACING REQUIREMENTSa <\/td>\n<\/tr>\n
590<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
591<\/td>\nTABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as indicated)
TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) <\/td>\n<\/tr>\n
592<\/td>\nTABLE 2308.6.3(5) HARDBOARD SIDING
FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
593<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
595<\/td>\nFIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION
FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION <\/td>\n<\/tr>\n
597<\/td>\nFIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES
FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
598<\/td>\nFIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
600<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) <\/td>\n<\/tr>\n
601<\/td>\nSECTION 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
602<\/td>\nTABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
603<\/td>\nTABLE 2308.7.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
604<\/td>\nTABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
605<\/td>\nTABLE 2308.7.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
606<\/td>\nTABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
607<\/td>\nTABLE 2308.7.2(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
608<\/td>\nTABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
609<\/td>\nTABLE 2308.7.2(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
610<\/td>\nTABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
611<\/td>\nTABLE 2308.7.2(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
612<\/td>\nTABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
613<\/td>\nTABLE 2308.7.2(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
614<\/td>\nTABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
615<\/td>\nTABLE 2308.7.2(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
616<\/td>\nTABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
617<\/td>\nTABLE 2308.7.2(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240)
TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR <\/td>\n<\/tr>\n
618<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONSi <\/td>\n<\/tr>\n
619<\/td>\nTABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS
TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
620<\/td>\nTABLE 2308.7.12\u2014continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
622<\/td>\nCHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 GLAZING REPLACEMENT
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS <\/td>\n<\/tr>\n
623<\/td>\nEQUATION 24-1
EQUATION 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
624<\/td>\nEQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
625<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
626<\/td>\nTABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
627<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS <\/td>\n<\/tr>\n
628<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
630<\/td>\nCHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 PERFORMANCE
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS <\/td>\n<\/tr>\n
631<\/td>\nTABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
632<\/td>\nTABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
633<\/td>\nSECTION 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
634<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
635<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
636<\/td>\nSECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
638<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 FINISH AND TRIM
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
642<\/td>\nFIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
643<\/td>\n[BS]TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
[BS]TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
644<\/td>\n[BS]TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
SECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER <\/td>\n<\/tr>\n
645<\/td>\n[BS]TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
646<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
647<\/td>\nTABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING <\/td>\n<\/tr>\n
648<\/td>\nSECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING <\/td>\n<\/tr>\n
649<\/td>\nSECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 PLASTIC COMPOSITES <\/td>\n<\/tr>\n
650<\/td>\nSECTION 2613 FIBER-REINFORCED POLYMER
SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION <\/td>\n<\/tr>\n
652<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
654<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
656<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
SECTION 2902 MINIMUM PLUMBING FACILITIES <\/td>\n<\/tr>\n
657<\/td>\n[P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
658<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
659<\/td>\n[P] TABLE 2902.1\u2014continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) <\/td>\n<\/tr>\n
661<\/td>\n[P] 2903 INSTALLATION OF FIXTURES <\/td>\n<\/tr>\n
662<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
TABLE 3001.3 ELEVATORS AND CONVEYING SYSTEMS AND COMPONENTS
SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
663<\/td>\nSECTION 3003 EMERGENCY OPERATIONS
SECTION 3004 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
664<\/td>\nSECTION 3005 MACHINE ROOMS
SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION <\/td>\n<\/tr>\n
665<\/td>\nSECTION 3007 FIRE SERVICE ACCESS ELEVATOR <\/td>\n<\/tr>\n
666<\/td>\nFIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
667<\/td>\nSECTION 3008 OCCUPANT EVACUATION ELEVATORS <\/td>\n<\/tr>\n
670<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
671<\/td>\nSECTION 3103 TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
672<\/td>\nSECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
673<\/td>\nSECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES <\/td>\n<\/tr>\n
674<\/td>\nSECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR ENERGY SYSTEMS
SECTION 3112 GREENHOUSES <\/td>\n<\/tr>\n
675<\/td>\nSECTION 3113 RELOCATABLE BUILDINGS
SECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS <\/td>\n<\/tr>\n
676<\/td>\nSECTION 3115 INTERMODAL SHIPPING CONTAINERS <\/td>\n<\/tr>\n
678<\/td>\nTABLE 3115.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
679<\/td>\nFIGURE 3115.8.5.3(1) BRACING UNIT DISTRIBUTION\u2014MAXIMUM LINEAR LENGTH
FIGURE 3115.8.5.3(2 )BRACING UNIT DISTRIBUTION\u2014MINIMUM LINEAR LENGTH <\/td>\n<\/tr>\n
680<\/td>\nFIGURE 3115.8.5.3(3) BRACING UNIT DISTRIBUTION\u2014BOUNDARY ELEMENTS
FIGURE 3115.8.5.3(4) BRACING UNIT DISTRIBUTION\u2014PENETRATION LIMITATIONS <\/td>\n<\/tr>\n
682<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
684<\/td>\nCHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
685<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
686<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY <\/td>\n<\/tr>\n
687<\/td>\nSECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
688<\/td>\nSECTION 3314 FIRE WATCH DURING CONSTRUCTON <\/td>\n<\/tr>\n
690<\/td>\nCHAPTER 34 RESERVED <\/td>\n<\/tr>\n
692<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
693<\/td>\nAISC
AISI
ALI
AMCA
ANSI <\/td>\n<\/tr>\n
694<\/td>\nAPA <\/td>\n<\/tr>\n
695<\/td>\nASABE
ASCE\/SEI <\/td>\n<\/tr>\n
696<\/td>\nASHRAE
ASME
ASSP
ASTM <\/td>\n<\/tr>\n
708<\/td>\nAWC
AWCI <\/td>\n<\/tr>\n
709<\/td>\nAWPA
AWS
BHMA
CEN
CPA <\/td>\n<\/tr>\n
710<\/td>\nCPSC
CSA
CSSB
DASMA <\/td>\n<\/tr>\n
711<\/td>\nDHA
DOC
DOL
DOTn
EN
FEMA <\/td>\n<\/tr>\n
712<\/td>\nFM
GA
ICC <\/td>\n<\/tr>\n
713<\/td>\nISO <\/td>\n<\/tr>\n
714<\/td>\nMHI
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
717<\/td>\nPCI
PTI
RMI
SBCA
SDI
SJI <\/td>\n<\/tr>\n
718<\/td>\nSPRI
SRCC
TIA
TMS <\/td>\n<\/tr>\n
719<\/td>\nTPI
UL <\/td>\n<\/tr>\n
721<\/td>\nULC
USC
WCLIB <\/td>\n<\/tr>\n
722<\/td>\nWDMA
WRI <\/td>\n<\/tr>\n
724<\/td>\nAPPENDIX A EMPLOYEE QUALIFICATIONS
SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
SECTION A102 REFERENCED STANDARDS
TABLE A102.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
726<\/td>\nAPPENDIX B BOARD OF APPEALS
SECTION B101 GENERAL <\/td>\n<\/tr>\n
728<\/td>\nAPPENDIX C GROUP U\u2014AGRICULTURAL BUILDINGS
SECTION C101 GENERAL
SECTION 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
SECTION C103 MIXED OCCUPANCIES
SECTION C104 EXITS <\/td>\n<\/tr>\n
730<\/td>\nAPPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
731<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
732<\/td>\nSECTION D106 REFERENCED STANDARDS
TABLE D106.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
734<\/td>\nAPPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
SECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
735<\/td>\nTABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
SECTION E105 OTHER FEATURES AND FACILITIES
SECTION E106 TELEPHONES
TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
736<\/td>\nSECTION E107 SIGNAGE <\/td>\n<\/tr>\n
737<\/td>\nSECTION E108 BUS STOPS
SECTION E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
738<\/td>\nSECTION E110 AIRPORTS
SECTION E111 REFERENCED STANDARDS
TABLE E111.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
740<\/td>\nAPPENDIX F RODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
742<\/td>\nAPPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 DEFINITIONS <\/td>\n<\/tr>\n
743<\/td>\nSECTION G103 APPLICABILITY
SECTION G104 POWERS AND DUTIES <\/td>\n<\/tr>\n
744<\/td>\nSECTION G105 PERMITS
SECTION G106 VARIANCES <\/td>\n<\/tr>\n
745<\/td>\nSECTION G107 SUBDIVISIONS <\/td>\n<\/tr>\n
746<\/td>\nSECTION G108 SITE IMPROVEMENT
SECTION G109 MANUFACTURED HOMES
SECTION G110 RECREATIONAL VEHICLES
SECTION G111 TANKS <\/td>\n<\/tr>\n
747<\/td>\nSECTION G112 OTHER BUILDING WORK
SECTION G113 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G114 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
748<\/td>\nSECTION G115 REFERENCED STANDARDS
TABLE G115.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
750<\/td>\nAPPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION <\/td>\n<\/tr>\n
751<\/td>\nSECTION H104 IDENTIFICATION
SECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES <\/td>\n<\/tr>\n
752<\/td>\nSECTION H109 GROUND SIGNS
SECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
753<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
SECTION H115 THICKNESS OF SIGNS
TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE H115.1(2) THICKNESS OF PROJECTION SIGN
SECTION H116 REFERENCED STANDARDS
TABLE H116.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
754<\/td>\nAPPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITION
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
756<\/td>\nAPPENDIX J GRADING
SECTION J101 GENERAL
SECTION J102 DEFINITIONS
SECTION J103 PERMITS REQUIRED <\/td>\n<\/tr>\n
757<\/td>\nSECTION J104 PERMIT APPLICATION AND SUBMITTALS
SECTION J105 INSPECTIONS
SECTION J106 EXCAVATIONS
SECTION J107 FILLS
SECTION J108 SETBACKS <\/td>\n<\/tr>\n
758<\/td>\nFIGURE J107.3 BENCHING DETAILS
FIGURE J108.1 DRAINAGE DIMENSIONS <\/td>\n<\/tr>\n
759<\/td>\nSECTION J109 DRAINAGE AND TERRACING
SECTION J110 EROSION CONTROL
SECTION J111 REFERENCED STANDARDS
TABLE J111.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
760<\/td>\nAPPENDIX K ADMINISTRATIVE PROVISIONS
SECTION K101 GENERAL
SECTION K102 APPLICABILITY
SECTION K103 PERMITS <\/td>\n<\/tr>\n
761<\/td>\nSECTION K104 CONSTRUCTION DOCUMENTS
SECTION K105 ALTERNATIVE ENGINEERED DESIGN
SECTION K106 REQUIRED INSPECTIONS
SECTION K107 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
762<\/td>\nSECTION K108 TESTING
SECTION K109 RECONNECTION
SECTION K110 CONDEMNING ELECTRICAL SYSTEMS
SECTION K111 ELECTRICAL PROVISIONS <\/td>\n<\/tr>\n
764<\/td>\nAPPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
SECTION L101 GENERAL <\/td>\n<\/tr>\n
766<\/td>\nAPPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS
SECTION M101 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED FLOOD HAZARDS
SECTION M102 REFERENCED STANDARDS
TABLE M102.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
768<\/td>\nAPPENDIX N REPLICABLE BUILDINGS
SECTION N101 ADMINISTRATION
SECTION N102 DEFINITIONS
SECTION N103 REPLICABLE DESIGN REQUIREMENTS
SECTION N104 REPLICABLE DESIGN SUBMITTAL REQUIREMENTS <\/td>\n<\/tr>\n
769<\/td>\nSECTION N105 REVIEW AND APPROVAL OF REPLICABLE DESIGN
SECTION N106 SITE-SPECIFIC APPLICATION OF APPROVED REPLICABLE DESIGN
SECTION N107 SITE-SPECIFIC REVIEW AND APPROVAL OF REPLICABLE DESIGN <\/td>\n<\/tr>\n
770<\/td>\n[A] APPENDIX O PERFORMANCE-BASED APPLICATION
[A] SECTION O101 GENERAL <\/td>\n<\/tr>\n
772<\/td>\nINDEX <\/td>\n<\/tr>\n
812<\/td>\nRESOURCE A RECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI) <\/td>\n<\/tr>\n
814<\/td>\nRECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI) <\/td>\n<\/tr>\n
815<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
816<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
818<\/td>\nPREFACE <\/td>\n<\/tr>\n
819<\/td>\nABOUT THE INTERNATIONAL CODE COUNCIL <\/td>\n<\/tr>\n
820<\/td>\n1.0 INTRODUCTION
PURPOSE AND SCOPE
2.0 DEFINITIONS AND ACRONYMS
3.0 REMOTE VIRTUAL INSPECTION PROCESS <\/td>\n<\/tr>\n
821<\/td>\nCUSTOMER: REQUESTING A REMOTE VIRTUAL INSPECTION <\/td>\n<\/tr>\n
822<\/td>\nAHJ: SCHEDULING REMOTE VIRTUAL INSPECTION <\/td>\n<\/tr>\n
823<\/td>\nCUSTOMER: PREPARE FOR REMOTE VIRTUAL INSPECTION
CUSTOMER: PREPARE TO RECEIVE REMOTE VIRTUAL INSPECTION CALL <\/td>\n<\/tr>\n
824<\/td>\nWHAT TO EXPECT DURING THE INSPECTION
INSPECTION RESULTS <\/td>\n<\/tr>\n
825<\/td>\nMAINTAINING RECORDS OF INSPECTIONS
4.0 TRAINING AND COMMUNICATION
STAFF TRAINING <\/td>\n<\/tr>\n
826<\/td>\nCUSTOMER\/APPLICANT
ADDITIONAL CONSIDERATIONS <\/td>\n<\/tr>\n
827<\/td>\n5.0 APPENDIX A (EXAMPLES OF POTENTIAL ACTIVITIES) <\/td>\n<\/tr>\n
828<\/td>\nKEYS TO SUCCESS FOR REMOTE VIRTUAL INSPECTIONS
WHAT ARE REMOTE VIRTUAL INSPECTIONS (RVI)?
RVI BENEFITS
THE FOUNDATION OF SUCCESS: TRAINING AND COMMUNICATION <\/td>\n<\/tr>\n
829<\/td>\nTHE KEY STEPS TO A REMOTE VIRTUAL INSPECTION <\/td>\n<\/tr>\n
830<\/td>\nICC DIGITAL CODES LIBRARY <\/td>\n<\/tr>\n
831<\/td>\nRECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI) BACK COVER <\/td>\n<\/tr>\n
832<\/td>\nEDITORIAL CHANGES <\/td>\n<\/tr>\n
836<\/td>\nVALUABLE GUIDES TO CHANGES IN THE 2021 I-CODES\u00ae <\/td>\n<\/tr>\n
837<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
838<\/td>\nS.K. GHOSH ASSOCIATES LLC <\/td>\n<\/tr>\n
839<\/td>\nTELEWORK WITH ICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Building Code, 2nd Printing<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2021<\/td>\n839<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":465600,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-465591","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\/465591","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\/465600"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=465591"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=465591"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=465591"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}