{"id":395449,"date":"2024-10-20T04:19:51","date_gmt":"2024-10-20T04:19:51","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/chicago-building-code-title-14b-with-april-2022-supplement\/"},"modified":"2024-10-26T08:05:42","modified_gmt":"2024-10-26T08:05:42","slug":"chicago-building-code-title-14b-with-april-2022-supplement","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/il\/chicago-building-code-title-14b-with-april-2022-supplement\/","title":{"rendered":"Chicago Building Code Title 14B – with April 2022 Supplement"},"content":{"rendered":"

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2019 CHICAGO CONSTRUCTION CODES CHICAGO BUILDING CODE TITLE 14B <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT FOR THE APRIL 2022 SUPPLEMENT <\/td>\n<\/tr>\n
4<\/td>\nCITY OF CHICAGO OFFICE OF THE MAYOR MAYOR’S MESSAGE <\/td>\n<\/tr>\n
5<\/td>\nCITY OF CHICAGO DEPARTMENT OF BUILDINGS COMMISSIONER’S MESSAGE <\/td>\n<\/tr>\n
6<\/td>\nABOUT THE CHICAGO CONSTRUCTION CODES <\/td>\n<\/tr>\n
10<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
18<\/td>\nPREFACE TO THE MODEL CODE <\/td>\n<\/tr>\n
20<\/td>\nEFFECTIVE USE OF THE CHICAGO BUILDING CODE <\/td>\n<\/tr>\n
28<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
34<\/td>\nTABLE OF SUPPLEMENTED PROVISIONS APRIL 2022 <\/td>\n<\/tr>\n
38<\/td>\nCHAPTER 1 SCOPE AND PURPOSE
SECTION 101 GENERAL <\/td>\n<\/tr>\n
40<\/td>\nCHAPTER 2 DEFINITIONS AND MEASUREMENTS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
66<\/td>\nSECTION 203 MEASUREMENTS <\/td>\n<\/tr>\n
68<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 2 DEFINITIONS AND MEASUREMENTS <\/td>\n<\/tr>\n
69<\/td>\nSECTION 202 DEFINITIONS
SECTION 203 MEASUREMENTS <\/td>\n<\/tr>\n
71<\/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
72<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E <\/td>\n<\/tr>\n
73<\/td>\nSECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
74<\/td>\nSECTION 307 HIGH-HAZARD GROUP H
TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
75<\/td>\nTABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD <\/td>\n<\/tr>\n
76<\/td>\nTABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD <\/td>\n<\/tr>\n
77<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
79<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
80<\/td>\nSECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
81<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
83<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE <\/td>\n<\/tr>\n
84<\/td>\nSECTION 306 FACTORY GROUP F
SECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
85<\/td>\nSECTION 308 INSTITUTIONAL GROUP I
SECTION 310 RESIDENTIAL GROUP R
SECTION 311 STORAGE GROUP S <\/td>\n<\/tr>\n
86<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
88<\/td>\nCHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 [RESERVED]
SECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
89<\/td>\nTABLE 403.2.4 MINIMUM BOND STRENGTH <\/td>\n<\/tr>\n
91<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
92<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
93<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
95<\/td>\nTABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
96<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
100<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
102<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
103<\/td>\nSECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS <\/td>\n<\/tr>\n
105<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS
SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
107<\/td>\nTABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa, b, c <\/td>\n<\/tr>\n
108<\/td>\nTABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
SECTION 413 COMBUSTIBLE STORAGE <\/td>\n<\/tr>\n
109<\/td>\nSECTION 414 [RESERVED]
SECTION 415 [RESERVED]
SECTION 416 [RESERVED]
SECTION 417 [RESERVED]
SECTION 418 [RESERVED]
SECTION 419 LIVE\/WORK UNITS <\/td>\n<\/tr>\n
110<\/td>\nSECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4 <\/td>\n<\/tr>\n
111<\/td>\nSECTION 421 [RESERVED] <\/td>\n<\/tr>\n
112<\/td>\nSECTION 422 AMBULATORY CARE FACIILITIES
SECTION 423 [RESERVED]
SECTION 424 [RESERVED]
SECTION 425 [RESERVED]
SECTION 426 [RESERVED] <\/td>\n<\/tr>\n
113<\/td>\nSECTION 427 [RESERVED]
SECTION 428 [RESERVED] <\/td>\n<\/tr>\n
114<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY <\/td>\n<\/tr>\n
115<\/td>\nSECTION 403 HIGH-RISE BUILDINGS
SECTION 405 UNDERGROUND BUILDINGS
SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
118<\/td>\nTABLE 406.4.6 PUBLIC PARKING GARAGE HEIGHT (IN TIERS) <\/td>\n<\/tr>\n
119<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
120<\/td>\nSECTION 414 HAZARDOUS MATERIALS
TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
SECTION 415 [RESERVED] <\/td>\n<\/tr>\n
121<\/td>\nTABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd, e, f
SECTION 417 [RESERVED]
SECTION 418 [RESERVED] <\/td>\n<\/tr>\n
122<\/td>\nTABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
SECTION 419 LIVE\/WORK UNITS
SECTION 420 GROUPS I-1, R-1, R-2, R-3, R-4 AND R-5 <\/td>\n<\/tr>\n
123<\/td>\nCHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 BUILDING ADDRESS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES <\/td>\n<\/tr>\n
124<\/td>\nTABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS <\/td>\n<\/tr>\n
125<\/td>\nTABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
126<\/td>\nTABLE 504.4\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
127<\/td>\nSECTION 506 BUILDING AREA <\/td>\n<\/tr>\n
128<\/td>\nTABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
129<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET <\/td>\n<\/tr>\n
130<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
EQUATION 5-1
EQUATION 5-2 <\/td>\n<\/tr>\n
131<\/td>\nEQUATION 5-3
EQUATION 5-4
EQUATION 5-5
SECTION 507 [RESERVED]
SECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
133<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f
SECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
134<\/td>\nTABLE 509 INCIDENTAL USES
SECTION 510 [RESERVED] <\/td>\n<\/tr>\n
135<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS <\/td>\n<\/tr>\n
136<\/td>\nSECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES
TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa <\/td>\n<\/tr>\n
137<\/td>\nTABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b <\/td>\n<\/tr>\n
138<\/td>\nTABLE 504.4\u2014continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANEa, b <\/td>\n<\/tr>\n
139<\/td>\nSECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
SECTION 506 BUILDING AREA
EQUATION 5-4
EQUATION 5-5 <\/td>\n<\/tr>\n
140<\/td>\nTABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b <\/td>\n<\/tr>\n
141<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b <\/td>\n<\/tr>\n
142<\/td>\nTABLE 506.2\u2014continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEETa, b
SECTION 508 MIXED USE AND OCCUPANCY <\/td>\n<\/tr>\n
143<\/td>\nTABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f
SECTION 509 INCIDENTAL USES <\/td>\n<\/tr>\n
144<\/td>\nTABLE 509 INCIDENTAL USES <\/td>\n<\/tr>\n
146<\/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
147<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
148<\/td>\nSECTION 604 COMBUSTIBLE MATERIAL IN TYPES III AND IV CONSTRUCTION
SECTION 605 BASEMENT CONSTRUCTION <\/td>\n<\/tr>\n
150<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 6 TYPES OF CONSTRUCTION <\/td>\n<\/tr>\n
151<\/td>\nSECTION 601 GENERAL
SECTION 602 CONSTRUCTION CLASSIFICATION
TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, d, g
SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
153<\/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
154<\/td>\nSECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
156<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION <\/td>\n<\/tr>\n
157<\/td>\nTABLE 705.2.1 PROJECTIONS FROM WALLS OF ANY TYPE OF CONSTRUCTION
EQUATION 7-2 <\/td>\n<\/tr>\n
158<\/td>\nTABLE 705.2.2 PROJECTIONS FROM WALLS OF TYPE III, IV OR V CONSTRUCTION <\/td>\n<\/tr>\n
159<\/td>\nTABLE 705.8(1) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION <\/td>\n<\/tr>\n
160<\/td>\nTABLE 705.8(2) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FOR PRIVATE GARAGES AND GROUP R-2, R-4 AND R-5 OCCUPANCIES UP TO 4 STORIES ABOVE GRADE PLANE <\/td>\n<\/tr>\n
161<\/td>\nSECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
162<\/td>\nSECTION 707 FIRE BARRIERS <\/td>\n<\/tr>\n
163<\/td>\nTABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
164<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
165<\/td>\nSECTION 709 SMOKE BARRIERS
SECTION 710 [RESERVED]
SECTION 711 FLOOR AND ROOF ASSEMBLIES <\/td>\n<\/tr>\n
166<\/td>\nSECTION 712 VERTICAL OPENINGS <\/td>\n<\/tr>\n
168<\/td>\nSECTION 713 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
169<\/td>\nSECTION 714 PENETRATIONS <\/td>\n<\/tr>\n
172<\/td>\nSECTION 715 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
173<\/td>\nSECTION 716 OPENING PROTECTIVES
TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES <\/td>\n<\/tr>\n
174<\/td>\nTABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
175<\/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
179<\/td>\nSECTION 717 DUCTS AND AIR TRANSFER OPENINGS <\/td>\n<\/tr>\n
180<\/td>\nTABLE 717.3.2.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
183<\/td>\nSECTION 718 CONCEALED SPACES <\/td>\n<\/tr>\n
184<\/td>\nSECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER <\/td>\n<\/tr>\n
185<\/td>\nSECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
186<\/td>\nSECTION 721 PRESCRIPTIVE FIRE RESISTANCE
SECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
187<\/td>\nTABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
188<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
189<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
190<\/td>\nTABLE 721.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS <\/td>\n<\/tr>\n
191<\/td>\nTABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
192<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
193<\/td>\nTABLE 721.1(2) \u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
194<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
195<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
196<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
197<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
198<\/td>\nTABLE 721.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS <\/td>\n<\/tr>\n
199<\/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
200<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
201<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
202<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
203<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
204<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
205<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
206<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
207<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
208<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
209<\/td>\nTABLE 721.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS <\/td>\n<\/tr>\n
210<\/td>\nTABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3
EQUATION 7-4
FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS <\/td>\n<\/tr>\n
211<\/td>\nFIGURE 722.2.1.3.1 CERRAMIC FIBER JOINT PROTECTION
TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59 <\/td>\n<\/tr>\n
212<\/td>\nTABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
213<\/td>\nFIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFRFITS
EQUATION 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
214<\/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
TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS <\/td>\n<\/tr>\n
215<\/td>\nTABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS
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
216<\/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
217<\/td>\nEQUATION 7-6
EQUATION 7-7
TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS <\/td>\n<\/tr>\n
218<\/td>\nTABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches
EQUATION 7-8
TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS <\/td>\n<\/tr>\n
219<\/td>\nEQUATION 7-9
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
TABLE 722.4.1(3) VALUES OF Rn 0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10 <\/td>\n<\/tr>\n
220<\/td>\nEQUATION 7-11
FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
EQUATION 7-12 <\/td>\n<\/tr>\n
221<\/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
222<\/td>\nFIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
EQUATION 7-14
EQUATION 7-15
FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS <\/td>\n<\/tr>\n
223<\/td>\nFIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS a, b
FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS <\/td>\n<\/tr>\n
224<\/td>\nEQUATION 7-16
EQUATION 7-17
FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS <\/td>\n<\/tr>\n
226<\/td>\nTABLE 722.5.1(1) W\/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE <\/td>\n<\/tr>\n
227<\/td>\nTABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
228<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
229<\/td>\nTABLE 722.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
230<\/td>\nTABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
231<\/td>\nTABLE 722.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
232<\/td>\nTABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
233<\/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
234<\/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
235<\/td>\nTABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d
TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME
TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS <\/td>\n<\/tr>\n
236<\/td>\nTABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
237<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES <\/td>\n<\/tr>\n
238<\/td>\nSECTION 705 EXTERIOR WALLS
TABLE 705.8(1) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FOR BUILDINGS NOT COVERED BY TABLE 705.8(2) <\/td>\n<\/tr>\n
239<\/td>\nTABLE 705.8(2) MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION FOR PRIVATE GARAGES AND GROUP R-2, R-4 AND R-5 OCCUPANCIES UP TO 4 STORIES ABOVE GRADE PLANEa <\/td>\n<\/tr>\n
240<\/td>\nSECTION 706 FIRE WALLS <\/td>\n<\/tr>\n
241<\/td>\nSECTION 707 FIRE BARRIERS
SECTION 712 VERTICAL OPENINGS
SECTION 716 OPENING PROTECTIVES
SECTION 722 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
242<\/td>\nTABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
243<\/td>\nTABLE 716.1(2)\u2014continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS <\/td>\n<\/tr>\n
244<\/td>\nCHAPTER 8 INTERIOR FINISHES
SECTION 801 SCOPE
SECTION 802 GENERAL
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
246<\/td>\nTABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
247<\/td>\nSECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION <\/td>\n<\/tr>\n
248<\/td>\nSECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
249<\/td>\nSECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS <\/td>\n<\/tr>\n
250<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 8 INTERIOR FINISHES <\/td>\n<\/tr>\n
251<\/td>\nSECTION 803 WALL AND CEILING FINISHES
TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk <\/td>\n<\/tr>\n
252<\/td>\nSECTION 804 INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
253<\/td>\nCHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS
SECTION 901 GENERAL
SECTION 902 FIRE PUMP AND RISER ROOM SIZE <\/td>\n<\/tr>\n
254<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
256<\/td>\nTABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
258<\/td>\nTABLE 903.2.11.8 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
260<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
263<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
265<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCHa <\/td>\n<\/tr>\n
266<\/td>\nSECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
273<\/td>\nTABLE 907.5.2.3.2 VISIBLE ALARMS <\/td>\n<\/tr>\n
275<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS
SECTION 909 SMOKE CONTROL SYSTEMS
SECTION 910 SMOKE AND HEAT REMOVAL <\/td>\n<\/tr>\n
276<\/td>\nEQUATION 9-3
EQUATION 9-4
SECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
277<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
278<\/td>\nSECTION 913 FIRE PUMPS <\/td>\n<\/tr>\n
279<\/td>\nSECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
SECTION 915 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
280<\/td>\nSECTION 916 GAS DETECTION SYSTEMS <\/td>\n<\/tr>\n
281<\/td>\nSECTION 917 [RESERVED]
SECTION 918 [RESERVED]
SECTION 919 CITY FIRE ALARM BOX <\/td>\n<\/tr>\n
283<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS <\/td>\n<\/tr>\n
284<\/td>\nSECTION 901 GENERAL
SECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
285<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
SECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
286<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
288<\/td>\nSECTION 908 [RESERVED]
SECTION 909 SMOKE CONTROL SYSTEMS
SECTION 912 FIRE DEPARTMENT CONNECTIONS
SECTION 915 CARBON MONOXIDE DETECTION <\/td>\n<\/tr>\n
289<\/td>\nSECTION 916 GAS DETECTION SYSTEMS <\/td>\n<\/tr>\n
290<\/td>\nCHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 MAINTENANCE AND PLANS
SECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
291<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
292<\/td>\nTABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
TABLE 1004.5\u2014continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
293<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING <\/td>\n<\/tr>\n
294<\/td>\nSECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
295<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
296<\/td>\nTABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
TABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2, R-3, R-4 and R-5 OCCUPANCIES <\/td>\n<\/tr>\n
298<\/td>\nSECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
SECTION 1008 MEANS OF EGRESS ILLUMINATION <\/td>\n<\/tr>\n
299<\/td>\nSECTION 1009 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
302<\/td>\nSECTION 1010 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
303<\/td>\nTABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS <\/td>\n<\/tr>\n
304<\/td>\nTABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS <\/td>\n<\/tr>\n
310<\/td>\nSECTION 1011 STAIRWAYS <\/td>\n<\/tr>\n
314<\/td>\nSECTION 1012 RAMPS <\/td>\n<\/tr>\n
315<\/td>\nSECTION 1013 EXIT SIGNS <\/td>\n<\/tr>\n
316<\/td>\nSECTION 1014 HANDRAILS <\/td>\n<\/tr>\n
317<\/td>\nSECTION 1015 GUARDS <\/td>\n<\/tr>\n
319<\/td>\nSECTION 1016 EXIT ACCESS <\/td>\n<\/tr>\n
320<\/td>\nSECTION 1017 EXIT ACCESS TRAVEL DISTANCE
TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa <\/td>\n<\/tr>\n
321<\/td>\nSECTION 1018 AISLES
SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
322<\/td>\nSECTION 1020 CORRIDORS
TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1020.2 MINIMUM CORRIDOR WIDTH <\/td>\n<\/tr>\n
323<\/td>\nSECTION 1021 EGRESS BALCONIES
SECTION 1022 EXITS <\/td>\n<\/tr>\n
324<\/td>\nSECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
325<\/td>\nSECTION 1024 EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
326<\/td>\nSECTION 1025 [RESERVED]
SECTION 1026 HORIZONTAL EXITS <\/td>\n<\/tr>\n
327<\/td>\nSECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
328<\/td>\nSECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
329<\/td>\nSECTION 1029 ASSEMBLY <\/td>\n<\/tr>\n
333<\/td>\nTABLE 1029.13.2.1 OPEN-AIR ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
335<\/td>\nSECTION 1030 [RESERVED] <\/td>\n<\/tr>\n
336<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 10 MEANS OF EGRESS <\/td>\n<\/tr>\n
337<\/td>\nSECTION 1002 MAINTENANCE AND PLANS
SECTION 1003 GENERAL MEANS OF EGRESS
SECTION 1004 OCCUPANT LOAD
TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
338<\/td>\nTABLE 1004.5\u2014continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT <\/td>\n<\/tr>\n
339<\/td>\nSECTION 1005 MEANS OF EGRESS SIZING
SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS <\/td>\n<\/tr>\n
340<\/td>\nTABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY <\/td>\n<\/tr>\n
342<\/td>\nSECTION 1009 ACCESSIBLE MEANS OF EGRESS
SECTION 1010 DOORS, GATES AND TURNSTILES
SECTION 1011 STAIRWAYS
TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
343<\/td>\nSECTION 1015 GUARDS
SECTION 1016 EXIT ACCESS <\/td>\n<\/tr>\n
344<\/td>\nSECTION 1017 EXIT ACCESS TRAVEL DISTANCE
SECTION 1020 CORRIDORS
TABLE 1031.1 FRONTAGE REQUIREMENTS <\/td>\n<\/tr>\n
345<\/td>\nSECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
SECTION 1026 HORIZONTAL EXITS
SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS <\/td>\n<\/tr>\n
346<\/td>\nSECTION 1028 EXIT DISCHARGE <\/td>\n<\/tr>\n
347<\/td>\nSECTION 1029 ASSEMBLY
SECTION 1031 FRONTAGE AND FIRE DEPARTMENT ACCESS REQUIREMENTS FOR GROUP E-1 <\/td>\n<\/tr>\n
349<\/td>\nCHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL <\/td>\n<\/tr>\n
351<\/td>\nSECTION 1102 COMPLIANCE
SECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
352<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
353<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n
354<\/td>\nSECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
TABLE 1106.1 ACCESSIBLE PARKING SPACES
TABLE 1106.2 ACCESSIBLE PARKING SPACES FOR R-2, R-3, AND R-4 OCCUPANCIES <\/td>\n<\/tr>\n
355<\/td>\nSECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
357<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE UNITS <\/td>\n<\/tr>\n
361<\/td>\nSECTION 1108 SPECIAL OCCUPANCIES
TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES <\/td>\n<\/tr>\n
362<\/td>\nTABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES <\/td>\n<\/tr>\n
363<\/td>\nSECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
366<\/td>\nTABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES
SECTION 1110 RECREATIONAL FACILITIES <\/td>\n<\/tr>\n
368<\/td>\nTABLE 1110.4.9.1 BOAT SLIPS <\/td>\n<\/tr>\n
369<\/td>\nSECTION 1111 SIGNAGE <\/td>\n<\/tr>\n
371<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 11 ACCESSIBILITY <\/td>\n<\/tr>\n
372<\/td>\nSECTION 1101 GENERAL <\/td>\n<\/tr>\n
373<\/td>\nSECTION 1104 ACCESSIBLE ROUTE
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
374<\/td>\nCHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 VENTILATION <\/td>\n<\/tr>\n
375<\/td>\nTABLE 1202.3 INSULATION FOR CONDENSATION CONTROL <\/td>\n<\/tr>\n
376<\/td>\nSECTION 1203 TEMPERATURE CONTROL
SECTION 1204 LIGHTING <\/td>\n<\/tr>\n
377<\/td>\nSECTION 1205 YARDS AND COURTS <\/td>\n<\/tr>\n
378<\/td>\nSECTION 1206 [RESERVED]
SECTION 1207 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
379<\/td>\nSECTION 1208 ACCESS TO UNOCCUPIED SPACES
SECTION 1209 TOILET AND BATHROOM REQUIREMENTS <\/td>\n<\/tr>\n
380<\/td>\nSECTION 1210 RODENT PROTECTION <\/td>\n<\/tr>\n
382<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 12 INTERIOR ENVIRONMENT <\/td>\n<\/tr>\n
383<\/td>\nSECTION 1202 VENTILATION
SECTION 1203 TEMPERATURE CONTROL
SECTION 1204 LIGHTING <\/td>\n<\/tr>\n
384<\/td>\nSECTION 1205 YARDS AND COURTS
SECTION 1207 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
385<\/td>\nSECTION 1209 TOILET AND BATHROOM REQUIREMENTS
SECTION 1210 RODENT PROTECTION
SECTION 1211 INSECT SCREENS <\/td>\n<\/tr>\n
386<\/td>\nSECTION 1212 RESIDENTIAL SECURITY DEVICES <\/td>\n<\/tr>\n
387<\/td>\nCHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
389<\/td>\nCHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
390<\/td>\nSECTION 1403 MATERIALS
SECTION 1404 INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n
391<\/td>\nTABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS
TABLE 1404.3.2 CLASS III VAPOR RETARDERS <\/td>\n<\/tr>\n
394<\/td>\nSECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS <\/td>\n<\/tr>\n
395<\/td>\nTABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
SECTION 1406 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
396<\/td>\nSECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL) <\/td>\n<\/tr>\n
397<\/td>\nSECTION 1409 PLASTIC COMPOSITE DECKING <\/td>\n<\/tr>\n
399<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 14 EXTERIOR WALLS <\/td>\n<\/tr>\n
400<\/td>\nSECTION 1402 PERFORMANCE REQUIREMENTS
SECTION 1404 INSTALLATION OF WALL COVERINGS
SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) <\/td>\n<\/tr>\n
402<\/td>\nCHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 ROOF DRAINAGE
SECTION 1503 WEATHER PROTECTION
SECTION 1504 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
403<\/td>\nTABLE 1504.1.1 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACORDANCE WITH ASTM D316 OR D71581 <\/td>\n<\/tr>\n
404<\/td>\nTABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF
SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUC <\/td>\n<\/tr>\n
405<\/td>\nSECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
406<\/td>\nTABLE 1507.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
407<\/td>\nTABLE 1507.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
408<\/td>\nTABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT
TABLE 1507.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
409<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
410<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
412<\/td>\nTABLE 1507.7.6 SLATE SHINGLE HEADLAP
TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
413<\/td>\nTABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
414<\/td>\nTABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
415<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
416<\/td>\nSECTION 1508 ROOF INSULATION <\/td>\n<\/tr>\n
417<\/td>\n[BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK
SECTION 1510 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
419<\/td>\nSECTION 1511 REROOFING
SECTION 1512 [RESERVED]
SECTION 1513 OCCUPIABLE ROOFTOPS <\/td>\n<\/tr>\n
420<\/td>\nTABLE 1513.3.1 REQUIRED FIRE SEPARATION DISTANCE FOR OUTDOOR ELEMENTS OF OCCUPIABLE ROOFTOPS ON BUILDINGS UP TO 55 FEET IN BUILDING HEIGHT
SECTION 1514 VEGETATIVE ROOFS, ROOF GARDEN AND LANDSCAPED ROOFS <\/td>\n<\/tr>\n
421<\/td>\nSECTION 1515 SOLAR REFLECTANCE <\/td>\n<\/tr>\n
422<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
423<\/td>\nSECTION 1502 ROOF DRAINAGE
SECTION 1504 PERFORMANCE REQUIREMENTS
SECTION 1505 FIRE CLASSIFICATION
SECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
424<\/td>\nSECTION 1510 UNOCCUPIED ROOFTOP STRUCTURES
SECTION 1513 OCCUPIABLE ROOFTOPS <\/td>\n<\/tr>\n
425<\/td>\nCHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
426<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
427<\/td>\nTABLE 1604.3 DEFLECTION LIMITS <\/td>\n<\/tr>\n
428<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
429<\/td>\nSECTION 1605 LOAD COMBINATIONS
EQUATION 16-1
EQUATION 16-2 <\/td>\n<\/tr>\n
430<\/td>\nEQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS <\/td>\n<\/tr>\n
431<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
432<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
434<\/td>\nEQUATION 16-23
TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL <\/td>\n<\/tr>\n
435<\/td>\nEQUATION 16-24
EQUATION 16-25
EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32 <\/td>\n<\/tr>\n
437<\/td>\nSECTION 1608 SNOW LOADS
SECTION 1609 WIND LOADS
EQUATION 16-33 <\/td>\n<\/tr>\n
438<\/td>\nEQUATION 16-34 <\/td>\n<\/tr>\n
439<\/td>\nTABLE 1609.6.1 LOAD DUE TO WIND PRESSURE ON MAIN WINDFORCE-RESISTING SYSTEM
TABLE 1609.6.2 MULTIPLIERS TO DETERMINE COMPONENTS AND CLADDING WIND PRESSURE <\/td>\n<\/tr>\n
440<\/td>\nSECTION 1610 SOIL LATERAL LOADS
TABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
SECTION 1612 FLOOD DESIGN
SECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
441<\/td>\nTABLE 1613.2.3 SEISMIC DESIGN PARAMETERS <\/td>\n<\/tr>\n
442<\/td>\nSECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 [RESERVED]
SECTION 1616 STRUCTURAL INTEGRITY <\/td>\n<\/tr>\n
443<\/td>\nEQUATION 16-40
EQUATION 16-41 <\/td>\n<\/tr>\n
444<\/td>\nFIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES <\/td>\n<\/tr>\n
445<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 16 STRUCTURAL DESIGN <\/td>\n<\/tr>\n
446<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS
TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i <\/td>\n<\/tr>\n
447<\/td>\nTABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
448<\/td>\nSECTION 1607 LIVE LOADS
TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
449<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
450<\/td>\nSECTION 1609 WIND LOADS
TABLE 1609.6.1 LOAD DUE TO WIND PRESSURE ON MAIN WINDFORCE-RESISTING SYSTEM
TABLE 1609.6.2 MULTIPLIERS TO DETERMINE COMPONENTS AND CLADDING WIND PRESSURE
SECTION 1611 RAIN LOADS <\/td>\n<\/tr>\n
451<\/td>\nSECTION 1613 EARTHQUAKE LOADS <\/td>\n<\/tr>\n
452<\/td>\nCHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 [RESERVED]
SECTION 1703 PRODUCTS, MATERIALS AND ASSEMBLIES <\/td>\n<\/tr>\n
453<\/td>\nSECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION <\/td>\n<\/tr>\n
455<\/td>\nSECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS <\/td>\n<\/tr>\n
456<\/td>\nTABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
457<\/td>\nTABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS <\/td>\n<\/tr>\n
458<\/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
462<\/td>\nSECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
463<\/td>\nSECTION 1709 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
466<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 17 SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
467<\/td>\nSECTION 1703 PRODUCTS, MATERIALS AND ASSEMBLIES
SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS <\/td>\n<\/tr>\n
469<\/td>\nCHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DESIGN BASIS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS <\/td>\n<\/tr>\n
471<\/td>\nSECTION 1804 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
472<\/td>\nSECTION 1805 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
473<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS <\/td>\n<\/tr>\n
474<\/td>\nTABLE 1806.2(1) PRESUMPTIVE LOAD-BEARING VALUES WITHOUT FULL GEOTECHNICAL INVESTIGATION
TABLE 1806.2(2) PRESUMPTIVE VERTICLE FOUNDATION PRESSURE VALUES WITH GEOTECHNICAL INVESTIGATION <\/td>\n<\/tr>\n
475<\/td>\nTABLE 1806.2(2)\u2014continued
TABLE 1806.2(3) STANDARDS FOR CLASSIFYING SOIL CONSISTENCY AND RELATIVE DENSITY <\/td>\n<\/tr>\n
476<\/td>\nSECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES <\/td>\n<\/tr>\n
477<\/td>\nTABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c <\/td>\n<\/tr>\n
478<\/td>\nTABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 5 INCHESa, b, c <\/td>\n<\/tr>\n
479<\/td>\nTABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
480<\/td>\nTABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
481<\/td>\nEQUATION 18-1
EQUATION 18-2
EQUATION 18-3
SECTION 1808 FOUNDATIONS <\/td>\n<\/tr>\n
483<\/td>\nTABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f\uf020\uf0a2C OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER
SECTION 1809 SHALLOW FOUNDATIONS <\/td>\n<\/tr>\n
484<\/td>\nTABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
485<\/td>\nSECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
488<\/td>\nTABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
TABLE 1810.3.3.1.2 MAXIUMUM AXIAL LOADS ALLOWED WITHOUT LOAD TEST <\/td>\n<\/tr>\n
489<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
492<\/td>\nEQUATION 18-5
EQUATION 18-6
EQUATION 18-7 <\/td>\n<\/tr>\n
493<\/td>\nEQUATION 18-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
499<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 18 SOILS AND FOUNDATIONS <\/td>\n<\/tr>\n
500<\/td>\nSECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
TABLE 1806.2(2) PRESUMPTIVE VERTICAL FOUNDATION PRESSURE VALUES WITH GEOTECHNICAL INVESTIGATION <\/td>\n<\/tr>\n
501<\/td>\nTABLE 1806.2(2)\u2014continued
TABLE 1806.2(3) STANDARDS FOR CLASSIFYING SOIL CONSISTENCY AND RELATIVE DENSITY
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
SECTION 1808 FOUNDATIONS
SECTION 1810 DEEP FOUNDATIONS <\/td>\n<\/tr>\n
504<\/td>\nCHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS <\/td>\n<\/tr>\n
505<\/td>\nSECTION 1904 DURABILITY REQUIREMENTS
SECTION 1905 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
507<\/td>\nSECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
508<\/td>\nSECTION 1908 SHOTCRETE <\/td>\n<\/tr>\n
510<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 19 CONCRETE <\/td>\n<\/tr>\n
511<\/td>\nSECTION 1907 MINIMUM SLAB PROVISIONS <\/td>\n<\/tr>\n
513<\/td>\nCHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
515<\/td>\nCHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 NOTATIONS
SECTION 2103 MASONRY CONSTRUCTION MATERIALS <\/td>\n<\/tr>\n
516<\/td>\nTABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS
SECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
517<\/td>\nSECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 [RESERVED]
SECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
518<\/td>\nSECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
520<\/td>\nFIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
SECTION 2112 MASONRY HEATERS <\/td>\n<\/tr>\n
521<\/td>\nSECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
523<\/td>\nTABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa <\/td>\n<\/tr>\n
524<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
525<\/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
527<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 21 MASONRY <\/td>\n<\/tr>\n
528<\/td>\nSECTION 2101 GENERAL <\/td>\n<\/tr>\n
530<\/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
531<\/td>\nSECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
SECTION 2207 STEEL JOISTS <\/td>\n<\/tr>\n
532<\/td>\nSECTION 2208 STEEL CABLE STRUCTURES
SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
533<\/td>\nSECTION 2212 CAST IRON <\/td>\n<\/tr>\n
534<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 22 STEEL <\/td>\n<\/tr>\n
535<\/td>\nSECTION 2212 CAST IRON <\/td>\n<\/tr>\n
537<\/td>\nCHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DESIGN REQUIREMENTS
SECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
541<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
542<\/td>\nTABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING <\/td>\n<\/tr>\n
543<\/td>\nTABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
544<\/td>\nTABLE 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 SUPPORTS
TABLE 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) <\/td>\n<\/tr>\n
545<\/td>\nTABLE 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
TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS <\/td>\n<\/tr>\n
548<\/td>\nTABLE 2304.10.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
549<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
550<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
551<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
552<\/td>\nTABLE 2304.10.1\u2014continued FASTENING SCHEDULE
TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
554<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
EQUATION 23-1
TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c
EQUATION 23-2 <\/td>\n<\/tr>\n
555<\/td>\nTABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
556<\/td>\nSECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
557<\/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
558<\/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 <\/td>\n<\/tr>\n
559<\/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
560<\/td>\nTABLE 2306.2(2)\u2014continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
561<\/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
562<\/td>\nTABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES <\/td>\n<\/tr>\n
563<\/td>\nTABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
565<\/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
566<\/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
567<\/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)
TABLE 2308.4.2.1(1) [RESERVED] <\/td>\n<\/tr>\n
568<\/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
569<\/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
570<\/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 <\/td>\n<\/tr>\n
571<\/td>\nFIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY <\/td>\n<\/tr>\n
572<\/td>\nTABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDSc
FIGURE 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
573<\/td>\nTABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
574<\/td>\nFIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
575<\/td>\nTABLE 2308.6.1a WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
576<\/td>\nTABLE 2308.6.3(1) BRACING METHODS <\/td>\n<\/tr>\n
577<\/td>\nTABLE 2308.6.3(1)\u2014continued BRACING METHODS
TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING <\/td>\n<\/tr>\n
578<\/td>\nTABLE 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 PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs)
TABLE 2308.6.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
579<\/td>\nFIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) <\/td>\n<\/tr>\n
580<\/td>\nFIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) <\/td>\n<\/tr>\n
582<\/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
584<\/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
FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
586<\/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
587<\/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
588<\/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
589<\/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
590<\/td>\nTABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
591<\/td>\nTABLE 2308.7.2(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
592<\/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
593<\/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
594<\/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
595<\/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
596<\/td>\nTABLE 2308.7.2(4) [RESERVED]
TABLE 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
597<\/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
598<\/td>\nTABLE 2308.7.2(6) [RESERVED]
TABLE 2308.7.3.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
599<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF UPLIFT CONNECTORS (pounds)a <\/td>\n<\/tr>\n
600<\/td>\nTABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
601<\/td>\nSECTION 2309 WOOD FRAME CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
603<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 23 WOOD <\/td>\n<\/tr>\n
604<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY
SECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
605<\/td>\nSECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
TABLE 2308.2.1 ALLOWABLE STORY HEIGHT <\/td>\n<\/tr>\n
606<\/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
607<\/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-firb and required number of jack studs) <\/td>\n<\/tr>\n
608<\/td>\nTABLE 2308.6.1a WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
609<\/td>\nTABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
610<\/td>\nTABLE 2308.7.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
611<\/td>\nTABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
612<\/td>\nTABLE 2308.7.2(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
613<\/td>\nTABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
614<\/td>\nTABLE 2308.7.2(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
615<\/td>\nTABLE 2308.7.3.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
616<\/td>\nTABLE 2308.7.5 REQUIRED RATING OF UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h <\/td>\n<\/tr>\n
618<\/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
EQUATION 24-1 <\/td>\n<\/tr>\n
619<\/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
EQUATION 24-10
EQUATION 24-11 <\/td>\n<\/tr>\n
620<\/td>\nEQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
621<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING <\/td>\n<\/tr>\n
622<\/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
623<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
TABLE 2407.1.1 MODULES OF RAPTURE <\/td>\n<\/tr>\n
624<\/td>\nSECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS <\/td>\n<\/tr>\n
626<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 24 GLASS AND GLAZING <\/td>\n<\/tr>\n
627<\/td>\nSECTION 2402 [RESERVED]
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS <\/td>\n<\/tr>\n
629<\/td>\nCHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 PERFORMANCE
SECTION 2503 [RESERVED]
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS <\/td>\n<\/tr>\n
630<\/td>\nTABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERI
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
631<\/td>\nTABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES <\/td>\n<\/tr>\n
632<\/td>\nTABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 SHOWERS AND WATER CLOSETS
TABLE 2509.2 BACKERBOARD MATERIALS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) <\/td>\n<\/tr>\n
633<\/td>\nSECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER <\/td>\n<\/tr>\n
634<\/td>\nTABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
635<\/td>\nSECTION 2514 REINFORCED GYPSUM CONCRETE <\/td>\n<\/tr>\n
637<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER <\/td>\n<\/tr>\n
638<\/td>\nSECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2511 INTERIOR PLASTER <\/td>\n<\/tr>\n
640<\/td>\nCHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 FINISH AND TRIM
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
644<\/td>\nTABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
645<\/td>\nTABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
SECTION 2604 INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
646<\/td>\nTABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
SECTION 2605 PLASTIC VENEER <\/td>\n<\/tr>\n
647<\/td>\nSECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
648<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS <\/td>\n<\/tr>\n
649<\/td>\nSECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
650<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
651<\/td>\nSECTION 2612 PLASTIC COMPOSITES
SECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
652<\/td>\nSECTION 2614 [RESERVED] <\/td>\n<\/tr>\n
654<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 26 PLASTIC <\/td>\n<\/tr>\n
655<\/td>\nSECTION 2603 FOAM PLASTIC INSULATION
SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS
SECTION 2613 FIBER-REINFORCED POLYMER <\/td>\n<\/tr>\n
657<\/td>\nCHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
659<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 27 ELECTRICAL <\/td>\n<\/tr>\n
660<\/td>\nSECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
662<\/td>\nCHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
664<\/td>\nCHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL <\/td>\n<\/tr>\n
666<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 29 PLUMBING SYSTEMS <\/td>\n<\/tr>\n
669<\/td>\nCHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
670<\/td>\nSECTION 3003 EMERGENCY OPERATIONS
SECTION 3004 CONVEYING SYSTEMS
SECTION 3005 MACHINE ROOMS <\/td>\n<\/tr>\n
671<\/td>\nSECTION 3006 [RESERVED]
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL <\/td>\n<\/tr>\n
672<\/td>\nSECTION 3008 [RESERVED] <\/td>\n<\/tr>\n
673<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS <\/td>\n<\/tr>\n
674<\/td>\nSECTION 3002 HOISTWAY ENCLOSURES <\/td>\n<\/tr>\n
676<\/td>\nCHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
677<\/td>\nSECTION 3103 TEMPORARY STRUCTURES <\/td>\n<\/tr>\n
678<\/td>\nSECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
679<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
680<\/td>\nSECTION 3106 MARQUEES
SECTION 3107 [RESERVED]
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS <\/td>\n<\/tr>\n
681<\/td>\nSECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION 3110 AUTOMATIC VEHICULAR GATES
SECTION 3111 SOLAR ENERGY SYSTEMS
SECTION 3112 GREENHOUSES <\/td>\n<\/tr>\n
682<\/td>\nSECTION 3113 [RESERVED]
SECTION 3114 FENCES
TABLE 3114.3 MAXIMUM HEIGHT OF FENCES <\/td>\n<\/tr>\n
684<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 31 SPECIAL CONSTRUCTION <\/td>\n<\/tr>\n
685<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3105 AWNINGS AND CANOPIES
SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS <\/td>\n<\/tr>\n
686<\/td>\nSECTION 3114 FENCES <\/td>\n<\/tr>\n
687<\/td>\nCHAPTER 32 ENCROACHMENTS INTO THE PUBLIC WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
689<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC WAY <\/td>\n<\/tr>\n
690<\/td>\nSECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
692<\/td>\nCHAPTER 33 WORK SITE SAFETY AND OPERATIONS
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK <\/td>\n<\/tr>\n
693<\/td>\nSECTION 3305 SANITARY
SECTION 3306 PROTECTION OF PEDESTRIANS
SECTION 3307 PROTECTION OF ADJOINING PROPERTY <\/td>\n<\/tr>\n
694<\/td>\nSECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
SECTION 3312 AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
695<\/td>\nSECTION 3313 [RESERVED]
SECTION 3314 OWNER\u2019S RESPONSIBILITY FOR FIRE PROTECTION
SECTION 3315 TEMPORARY HEATING EQUIPMENT <\/td>\n<\/tr>\n
696<\/td>\nSECTION 3316 PRECAUTIONS AGAINST FIRE
SECTION 3317 FLAMMABLE AND COMBUSTIBLE LIQUIDS <\/td>\n<\/tr>\n
697<\/td>\nSECTION 3318 FLAMMABLE GASES
SECTION 3319 EXPLOSIVE MATERIALS
SECTION 3320 FIRE REPORTING
SECTION 3321 MOTORIZED CONSTRUCTION EQUIPMENT
SECTION 3322 SAFEGUARDING ROOFING OPERATIONS <\/td>\n<\/tr>\n
698<\/td>\nSECTION 3323 SCAFFOLDING
SECTION 3324 CONSTRUCTION SITE CLEANLINESS <\/td>\n<\/tr>\n
700<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 33 WORK SITE SAFETY AND OPERATIONS <\/td>\n<\/tr>\n
701<\/td>\nSECTION 3301 GENERAL
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3318 FLAMMABLE GASES
SECTION 3323 SCAFFOLDING
SECTION 3324 CONSTRUCTION SITE CLEANLINESS <\/td>\n<\/tr>\n
703<\/td>\nCHAPTER 34 [RESERVED] <\/td>\n<\/tr>\n
705<\/td>\nCHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
706<\/td>\nAISC
AISI
ANSI <\/td>\n<\/tr>\n
707<\/td>\nAPA <\/td>\n<\/tr>\n
708<\/td>\nASABE
ASCE\/SEI
ASHRAE <\/td>\n<\/tr>\n
709<\/td>\nASME
ASSE
ASTM <\/td>\n<\/tr>\n
720<\/td>\nAWC
AWCI
AWPA <\/td>\n<\/tr>\n
721<\/td>\nAWS
BHMA
CEN
CPA
CPSC <\/td>\n<\/tr>\n
722<\/td>\nCSA
CSSB
DASMA
DOC
DOL <\/td>\n<\/tr>\n
723<\/td>\nDOTn
FM
GA
HPVA <\/td>\n<\/tr>\n
724<\/td>\nICC
ISO
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
727<\/td>\nPCI
RMI
SBCA
SDI
SJI <\/td>\n<\/tr>\n
728<\/td>\nSPRI
SRCC
TIA
TMS <\/td>\n<\/tr>\n
729<\/td>\nTPI
UL <\/td>\n<\/tr>\n
731<\/td>\nULC
USC
WCLIB
WDMA <\/td>\n<\/tr>\n
733<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 35 REFERENCED STANDARDS <\/td>\n<\/tr>\n
734<\/td>\nAFSI
ASABE
ICC <\/td>\n<\/tr>\n
735<\/td>\nNFPA
TIA
UL <\/td>\n<\/tr>\n
736<\/td>\nCHAPTER 36 APPENDICES
APPENDICES A THROUGH C [RESEREVED]
APPENDIX D FIRE LIMITS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
737<\/td>\nSECTION D103 CHANGES TO BUILDINGS AND STRUCTURES
SECTION D104 [RESERVED]
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE LIMITS
SECTION D106 [RESERVED] <\/td>\n<\/tr>\n
738<\/td>\nAPPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
SECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES
SECTION E105 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
739<\/td>\nTABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
SECTION E106 TELEPHONES
TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES <\/td>\n<\/tr>\n
740<\/td>\nSECTION E107 SIGNAGE
SECTION E108 BUS STOPS <\/td>\n<\/tr>\n
741<\/td>\nSECTION E109 TRANSPORTATION FACILITIES AND STATIONS
SECTION E110 AIRPORTS <\/td>\n<\/tr>\n
742<\/td>\nSECTION E111 PUBLIC WAY
SECTION E112 REFERENCED STANDARDS
APPENDICES F THROUGH R [RESERVED]
APPENDIX S OPTIONAL SMOKE CONTROL SYSTEMS
SECTION S101 GENERAL <\/td>\n<\/tr>\n
744<\/td>\nEQUATION S-1 <\/td>\n<\/tr>\n
745<\/td>\nEQUATION S-2 <\/td>\n<\/tr>\n
752<\/td>\nAPRIL 2022 SUPPLEMENT TO CHAPTER 36 APPENDICES <\/td>\n<\/tr>\n
753<\/td>\nAPPENDIX D FIRE LIMITS
APPENDIX S OPTIONAL SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
755<\/td>\nINDEX <\/td>\n<\/tr>\n
791<\/td>\nACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ICC A117.1-2009 <\/td>\n<\/tr>\n
792<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
793<\/td>\nAMERICAN NATIONAL STANDARD <\/td>\n<\/tr>\n
795<\/td>\nFOREWORD <\/td>\n<\/tr>\n
797<\/td>\nACCREDITED STANDARD COMMITTEE A117 ON ARCHITECTURAL FEATURES AND SITE DESIGN OF PUBLIC BUILDINGS AND RESIDENTIAL STRUCTURES FOR PERSONS WITH DISABILITIES <\/td>\n<\/tr>\n
800<\/td>\nINTEREST CATEGORIES <\/td>\n<\/tr>\n
801<\/td>\nCONTENTS <\/td>\n<\/tr>\n
805<\/td>\nLIST OF FIGURES <\/td>\n<\/tr>\n
811<\/td>\nCHAPTER 1 APPLICATION AND ADMINISTRATION
101 PURPOSE
102 ANTHROPOMETRIC PROVISIONS
103 COMPLIANCE ALTERNATIVES
104 GENERAL
105 REFERENCED DOCUMENTS <\/td>\n<\/tr>\n
812<\/td>\nFIGURE 104.3 GRAPHIC CONVENTION FOR FIGURES <\/td>\n<\/tr>\n
813<\/td>\n106 DEFINITIONS <\/td>\n<\/tr>\n
815<\/td>\nCHAPTER 2 SCOPING
201 GENERAL
202 DWELLING AND SLEEPING UNITS
203 ADMINISTRATION <\/td>\n<\/tr>\n
817<\/td>\nCHAPTER 3 BUILDING BLOCKS
301 GENERAL
302 FLOOR SURFACES
FIGURE 302.2 CARPET ON FLOOR SURFACES
FIGURE 302.3 OPENINGS IN FLOOR SURFACES
303 CHANGES IN LEVEL
FIGURE 303.2 VERTICAL CHANGES IN LEVEL
FIGURE 303.3 BEVELED CHANGES IN LEVEL
304 TURNING SPACE <\/td>\n<\/tr>\n
818<\/td>\nFIGURE 304.3 SIZE OF TURNING SPACE
305 CLEAR FLOOR SPACE
FIGURE 305.3 SIZE OF CLEAR FLOOR SPACE <\/td>\n<\/tr>\n
819<\/td>\nFIGURE 305.5 POSITION OF CLEAR FLOOR SPACE
FIGURE 305.7 MANEUVERING CLEARANCE IN AN ALCOVE
306 KNEE AND TOE CLEARANCE
307 PROTRUDING OBJECTS <\/td>\n<\/tr>\n
820<\/td>\nFIGURE 306.2 TOE CLEARANCE
FIGURE 306.3 KNEE CLEARANCE <\/td>\n<\/tr>\n
821<\/td>\nFIGURE 307.2 LIMITS OF PROTRUDING OBJECTS
FIGURE 307.4 REDUCED VERTICAL CLEARANCE
308 REACH RANGES
FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH <\/td>\n<\/tr>\n
822<\/td>\nFIGURE 307.3 POST-MOUNTED PROTRUDING OBJECTS <\/td>\n<\/tr>\n
823<\/td>\nFIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH
FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH
FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH <\/td>\n<\/tr>\n
824<\/td>\n309 OPERABLE PARTS <\/td>\n<\/tr>\n
825<\/td>\nCHAPTER 4 ACCESSIBLE ROUTES
401 GENERAL
402 ACCESSIBLE ROUTES
403 WALKING SURFACES
FIGURE 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE
404 DOORS AND DOORWAYS <\/td>\n<\/tr>\n
826<\/td>\nFIGURE 403.5.1 CLEAR WIDTH AT 180\u00ba TURN
FIGURE 404.2.2 CLEAR WIDTH OF DOORWAYS <\/td>\n<\/tr>\n
827<\/td>\nTABLE 404.2.3.2 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS
TABLE 404.2.3.3 MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS
FIGURE 404.2.3.3 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS <\/td>\n<\/tr>\n
828<\/td>\nFIGURE 404.2.3.2 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS <\/td>\n<\/tr>\n
829<\/td>\nTABLE 404.2.3.4 MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS
FIGURE 404.2.3.4 MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS <\/td>\n<\/tr>\n
830<\/td>\nFIGURE 404.2.3.5 MANEUVERING CLEARANCE AT RECESSED DOORS <\/td>\n<\/tr>\n
831<\/td>\nFIGURE 404.2.5 TWO DOORS IN A SERIES <\/td>\n<\/tr>\n
832<\/td>\n405 RAMPS
TABLE 405.2\u2014 ALLOWABLE RAMP DIMENSIONS FOR CONSTRUCTION IN EXISTING SITES, BUILDINGS AND FACILITIES
FIGURE 405.7 RAMP LANDINGS <\/td>\n<\/tr>\n
833<\/td>\nFIGURE 405.9 EDGE PROTECTION LIMITED DROP OFF
FIGURE 405.9.1 EXTENDED FLOOR SURFACE <\/td>\n<\/tr>\n
834<\/td>\nFIGURE 405.9.2 RAMP EDGE PROTECTION
406 CURB RAMPS
FIGURE 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS
FIGURE 406.3 SIDES OF CURB RAMPS <\/td>\n<\/tr>\n
835<\/td>\nFIGURE 406.7 LANDINGS
FIGURE 406.10 DIAGONAL CURB RAMPS <\/td>\n<\/tr>\n
836<\/td>\nFIGURE 406.11 ISLANDS
407 ELEVATORS <\/td>\n<\/tr>\n
837<\/td>\nFIGURE 407.2.1.1 HEIGHT OF ELEVATOR CALL BUTTONS
FIGURE 407.2.1.7 DESTINATION-ORIENTED ELEVATOR INDICATION <\/td>\n<\/tr>\n
838<\/td>\nFIGURE 407.2.2.2 ELEVATOR VISIBLE SIGNALS <\/td>\n<\/tr>\n
839<\/td>\nFIGURE 407.2.3.1 FLOOR DESIGNATION
FIGURE 407.2.3.2 DESTINATION-ORIENTED ELEVATOR CAR IDENTIFICATION <\/td>\n<\/tr>\n
840<\/td>\nTABLE 407.4.1\u2014MINIMUM DIMENSIONS OF ELEVATOR CARS
FIGURE 407.4.6.2 ELEVATOR CAR CONTROL BUTTONS <\/td>\n<\/tr>\n
841<\/td>\nFIGURE 407.4.1 INSIDE DIMENSIONS OF ELEVATOR CARS <\/td>\n<\/tr>\n
842<\/td>\n408 LIMITED-USE\/LIMITED-APPLICATION ELEVATORS <\/td>\n<\/tr>\n
843<\/td>\nTABLE 407.4.7.1.3\u2014CONTROL BUTTON IDENTIFICATION <\/td>\n<\/tr>\n
844<\/td>\n409 PRIVATE RESIDENCE ELEVATORS <\/td>\n<\/tr>\n
845<\/td>\nFIGURE 408.3.3 DOOR LOCATION FOR LIMITED USE\/LIMITED APPLICATION (LULA) ELEVATORS <\/td>\n<\/tr>\n
846<\/td>\nFIGURE 408.4.1 INSIDE DIMENSIONS OF LIMITED USE\/LIMITED APPLICATION (LULA) ELEVATOR CARS <\/td>\n<\/tr>\n
847<\/td>\nFIGURE 409.4.6.3 LOCATION OF CONTROLS IN PRIVATE RESIDENCE ELEVATORS
410 PLATFORMS LIFTS <\/td>\n<\/tr>\n
848<\/td>\nFIGURE 410.2.1 PLATFORM LIFT DOORS AND GATES <\/td>\n<\/tr>\n
849<\/td>\nCHAPTER 5 GENERAL SITE AND BUILDING ELEMENTS
501 GENERAL
502 PARKING SPACES
FIGURE 502.2 VEHICLE PARKING SPACE SIZE
FIGURE 502.4 PARKING SPACE ACCESS AISLE <\/td>\n<\/tr>\n
850<\/td>\n503 PASSENGER LOADING ZONES
FIGURE 503.3 PASSENGER LOADING ZONE ACCESS AISLE
504 STAIRWAYS <\/td>\n<\/tr>\n
851<\/td>\nFIGURE 504.2 TREADS AND RISERS FOR ACCESSIBLE STAIRWAYS
FIGURE 504.5 STAIR NOSINGS
505 HANDRAILS <\/td>\n<\/tr>\n
852<\/td>\nFIGURE 505.4 HANDRAIL HEIGHT
FIGURE 505.5 HANDRAIL CLEARANCE <\/td>\n<\/tr>\n
853<\/td>\nFIGURE 505.7 HANDRAIL CROSS SECTION
FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS
FIGURE 505.10.2 TOP HANDRAIL EXTENSIONS AT STAIRS <\/td>\n<\/tr>\n
854<\/td>\nFIGURE 505.10.3 BOTTOM HANDRAIL EXTENSIONS AT STAIRS
506 WINDOWS <\/td>\n<\/tr>\n
855<\/td>\nCHAPTER 6 PLUMBING ELEMENTS AND FACILITIES
601 GENERAL
602 DRINKING FOUNTAINS
FIGURE 602.2 PARALLEL APPROACH AT DRINKING FOUNTAINS PRIMARILY FOR CHILDREN\u2019S USE\u2014(EXCEPTION 2)
FIGURE 602.5 DRINKING FOUNTAIN SPOUT LOCATION <\/td>\n<\/tr>\n
856<\/td>\n603 TOILET AND BATHING ROOMS
TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT
604 WATER CLOSETS AND TOILET COMPARTMENTS
FIGURE 604.2 WATER CLOSET LOCATION <\/td>\n<\/tr>\n
857<\/td>\nFIGURE 604.3 SIZE OF CLEARANCE FOR WATER CLOSET
FIGURE 604.4 WATER CLOSET SEAT HEIGHT
FIGURE 604.5.1 SIDE WALL GRAB BAR FOR WATER CLOSET <\/td>\n<\/tr>\n
858<\/td>\nFIGURE 604.5.2 REAR WALL GRAB BAR FOR WATER CLOSET <\/td>\n<\/tr>\n
859<\/td>\nFIGURE 604.7 DISPENSER OUTLET LOCATION
FIGURE 604.9.2 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS <\/td>\n<\/tr>\n
860<\/td>\nTABLE 604.9.3.1\u2014DOOR OPENING LOCATION
FIGURE 604.9.3.1 WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS <\/td>\n<\/tr>\n
861<\/td>\nFIGURE 604.9.3.1 (C) WHEELCHAIR ACCESSIBLE COMPARTMENT DOOR OPENINGS\u2014ALTERNATE
FIGURE 604.9.5 WHEELCHAIR ACCESSIBLE COMPARTMENT TOE CLEARANCE <\/td>\n<\/tr>\n
862<\/td>\nFIGURE 604.10 AMBULATORY ACCESSIBLE COMPARTMENT
FIGURE 604.11.2 CHILDREN’S WATER CLOSET LOCATION
FIGURE 604.11.4 CHILDREN’S WATER CLOSET HEIGHT <\/td>\n<\/tr>\n
863<\/td>\nFIGURE 604.11.7 CHILDREN’S DISPENSER OUTLET LOCATION
605 URINALS
FIGURE 605.2 HEIGHT OF URINALS
606 LAVATORIES AND SINKS <\/td>\n<\/tr>\n
864<\/td>\nFIGURE 606.3 HEIGHT OF LAVATORIES AND SINKS
607 BATHTUBS
FIGURE 607.2 CLEARANCE FOR BATHTUBS <\/td>\n<\/tr>\n
865<\/td>\nFIGURE 607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS
FIGURE 607.4.2 GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS <\/td>\n<\/tr>\n
866<\/td>\nFIGURE 607.5 LOCATION OF BATHTUB CONTROLS
608 SHOWER COMPARTMENTS
FIGURE 608.2.1 TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE <\/td>\n<\/tr>\n
867<\/td>\nFIGURE 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE
FIGURE 608.3.1 GRAB BARS IN TRANSFER-TYPE SHOWERS
FIGURE 608.2.3 ALTERNATE ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE <\/td>\n<\/tr>\n
868<\/td>\nFIGURE 608.3.2 GRAB BARS IN STANDARD ROLL-IN-TYPE SHOWERS
FIGURE 608.3.3 GRAB BARS IN ALTERNATE ROLL-IN-TYPE SHOWERS
FIGURE 608.4.1 TRANSFER-TYPE SHOWER CONTROLS AND HANDSHOWER LOCATION
FIGURE 608.4.2 STANDARD ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION <\/td>\n<\/tr>\n
869<\/td>\nFIGURE 608.4.3 ALTERNATE ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION <\/td>\n<\/tr>\n
870<\/td>\n609 GRAB BARS
FIGURE 609.2 SIZE OF GRAB BARS
FIGURE 609.3 SPACING OF GRAB BARS <\/td>\n<\/tr>\n
871<\/td>\nFIGURE 609.4.2 POSITION OF CHILDREN\u2019S GRAB BARS
610 SEATS
FIGURE 610.2 BATHTUB SEATS <\/td>\n<\/tr>\n
872<\/td>\nFIGURE 610.3.1 RECTANGULAR SHOWER COMPARTMENT SEAT
FIGURE 610.3.2 L-SHAPED SHOWER COMPARTMENT SEAT
611 WASHING MACHINES AND CLOTHES DRYERS
612 SAUNAS AND STEAM ROOMS <\/td>\n<\/tr>\n
873<\/td>\nFIGURE 611.2 CLEAR FLOOR SPACE
FIGURE 611.4 HEIGHT OF LAUNDRY EQUIPMENT <\/td>\n<\/tr>\n
875<\/td>\nCHAPTER 7 COMMUNICATION ELEMENTS AND FEATURES
701 GENERAL
702 ALARMS
703 SIGNS
TABLE 703.2.4\u2014VISUAL CHARACTER HEIGHT <\/td>\n<\/tr>\n
876<\/td>\nFIGURE 703.3.5 CHARACTER HEIGHT <\/td>\n<\/tr>\n
877<\/td>\nFIG. 703.3.10 HEIGHT OF RAISED CHARACTERS ABOVE FLOOR
FIGURE 703.3.11 LOCATION OF SIGNS AT DOORS <\/td>\n<\/tr>\n
878<\/td>\nFIGURE 703.4.3 BRAILLE MEASUREMENT
TABLE 703.4.3\u2014 BRAILLE DIMENSIONS <\/td>\n<\/tr>\n
879<\/td>\nFIGURE 703.4.4 POSITION OF BRAILLE
FIGURE 703.5 PICTOGRAM FIELD
FIGURE 703.4.5 HEIGHT OF BRAILLE CHARACTERS ABOVE FLOOR <\/td>\n<\/tr>\n
880<\/td>\nFIGURE 703.6.3.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY
FIGURE 703.6.3.2 INTERNATIONAL TTY SYMBOL
FIG. 703.6.3.3 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS
FIGURE 703.6.3.4 VOLUME-CONTROLLED TELEPHONE <\/td>\n<\/tr>\n
881<\/td>\nTABLE 703.7.4\u2014LOW RESOLUTION VMS CHARACTER HEIGHT
TABLE 703.7.5 PIXEL COUNT FOR LOW RESOLUTION VMS SIGNAGE <\/td>\n<\/tr>\n
882<\/td>\nFIGURE 703.7.5 LOW RESOLUTION VMS SIGNAGE CHARACTERS
704 TELEPHONES <\/td>\n<\/tr>\n
883<\/td>\nFIGURE 704.2.1 CLEAR FLOOR SPACE FOR TELEPHONES
705 DETECTABLE WARNINGS
706 ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
884<\/td>\nFIGURE 705.5 TRUNCATED DOME SIZE AND SPACING
707 AUTOMATIC TELLER MACHINES (ATMS) AND FARE MACHINES
FIGURE 707.5 NUMERIC KEY LAYOUT <\/td>\n<\/tr>\n
885<\/td>\nTABLE 707.6.1\u2014RAISED SYMBOLS
708 TWO-WAY COMMUNICATION SYSTEMS <\/td>\n<\/tr>\n
887<\/td>\nCHAPTER 8 SPECIAL ROOMS AND SPACES
801 GENERAL
802 ASSEMBLY AREAS
FIGURE 802.3 WIDTH OF A WHEELCHAIR SPACE IN ASSEMBLY AREAS
FIGURE 802.4 DEPTH OF A WHEELCHAIR SPACE IN ASSEMBLY AREAS <\/td>\n<\/tr>\n
888<\/td>\nFIGURE 802.9.1.1 LINES OF SIGHT OVER THE HEADS OF SEATED SPECTATORS <\/td>\n<\/tr>\n
889<\/td>\nFIGURE 802.9.1.2 LINES OF SIGHT BETWEEN THE HEADS OF SEATED SPECTATORS
FIGURE 802.9.2 LINE OF SIGHT OVER STANDING SPECTATORS <\/td>\n<\/tr>\n
890<\/td>\nTABLE 802.9.2.2 REQUIRED WHEELCHAIR SPACE LOCATION ELEVATION OVER STANDING SPECTATORS
TABLE 802.10 WHEELCHAIR SPACE LOCATION DISPERSION <\/td>\n<\/tr>\n
891<\/td>\n803 DRESSING, FITTING, AND LOCKER ROOMS
804 KITCHENS AND KITCHENETTES
FIGURE 804.2.1 PASS-THROUGH KITCHEN CLEARANCE <\/td>\n<\/tr>\n
892<\/td>\nFIGURE 804.2.2 U-SHAPED KITCHEN CLEARANCE <\/td>\n<\/tr>\n
893<\/td>\n805 TRANSPORTATION FACILITIES
FIGURE 805.2.2 SIZE OF BUS BOARDING AND ALIGHTING AREAS <\/td>\n<\/tr>\n
894<\/td>\nFIGURE 805.3 BUS SHELTERS
FIGURE 805.10 TRACK CROSSINGS <\/td>\n<\/tr>\n
895<\/td>\n806 HOLDING CELLS AND HOUSING CELLS
807 COURTROOMS <\/td>\n<\/tr>\n
897<\/td>\nCHAPTER 9 BUILT-IN FURNISHINGS AND EQUIPMENT
901 GENERAL
902 DINING SURFACES AND WORK SURFACES
903 BENCHES
904 SALES AND SERVICE COUNTERS <\/td>\n<\/tr>\n
898<\/td>\nFIGURE 904.4.2 HEIGHT OF CHECKOUT COUNTERS
FIGURE 903 BENCHES <\/td>\n<\/tr>\n
899<\/td>\n905 STORAGE FACILITIES <\/td>\n<\/tr>\n
901<\/td>\nCHAPTER 10 DWELLING UNITS AND SLEEPING UNITS
1001 GENERAL
1002 ACCESSIBLE UNITS <\/td>\n<\/tr>\n
902<\/td>\n1003 TYPE A UNITS <\/td>\n<\/tr>\n
904<\/td>\nFIGURE 1003.11.2.4 WATER CLOSETS IN TYPE A UNITS <\/td>\n<\/tr>\n
905<\/td>\nFIGURE 1003.11.2.5.1 CLEARANCE FOR BATHTUBS IN TYPE A UNITS
FIGURE 1003.11.2.5.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT IN TYPE A UNITS <\/td>\n<\/tr>\n
906<\/td>\nFIGURE 1003.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE A UNITS <\/td>\n<\/tr>\n
907<\/td>\nFIGURE 1003.12.1.2 U-SHAPED KITCHEN CLEARANCE IN TYPE A UNITS
FIGURE 1003.12.3 WORK SURFACE IN KITCHEN FOR TYPE A UNITS
FIGURE 1003.12.4 KITCHEN SINK FOR TYPE A UNITS <\/td>\n<\/tr>\n
908<\/td>\n1004 TYPE B UNITS <\/td>\n<\/tr>\n
910<\/td>\nFIGURE 1004.11.1.1 SWING-UP GRAB BAR FOR WATER CLOSET <\/td>\n<\/tr>\n
911<\/td>\nFIGURE 1004.11.3.1.1 LAVATORY IN TYPE B UNITS\u2014OPTION A BATHROOMS <\/td>\n<\/tr>\n
912<\/td>\nFIGURE 1004.11.3.1.2 CLEARANCE AT WATER CLOSETS IN TYPE B UNITS
FIGURE 1004.11.3.1.3.1 PARALLEL APPROACH BATHTUB IN TYPE B UNITS\u2014OPTION A BATHROOMS <\/td>\n<\/tr>\n
913<\/td>\nFIGURE. 1004.11.3.1.3.2 FORWARD APPROACH BATHTUB IN TYPE B UNITS\u2014OPTION A BATHROOMS
FIGURE 1004.11.3.1.3.3 TRANSFER-TYPE SHOWER COMPARTMENT IN TYPE B UNITS
FIGURE 1004.11.3.2.1 LAVATORY IN TYPE B UNITS\u2014OPTION B BATHROOMS
FIGURE 1004.11.3.2.3.1 BATHROOM CLEARANCE IN TYPE B UNITS\u2014OPTION B BATHROOMS <\/td>\n<\/tr>\n
914<\/td>\nFIGURE 1004.12.1.1 MINIMUM KITCHEN CLEARANCE IN TYPE B UNITS
FIGURE 1004.12.1.2 U-SHAPED KITCHEN CLEARANCE IN TYPE B UNITS <\/td>\n<\/tr>\n
915<\/td>\n1005 TYPE C (VISITABLE) UNITS <\/td>\n<\/tr>\n
916<\/td>\n1006 UNITS WITH ACCESSIBLE COMMUNICATION FEATURES <\/td>\n<\/tr>\n
917<\/td>\nCHAPTER 11 RECREATIONAL FACILITIES
1101 GENERAL
1102 AMUSEMENT RIDES <\/td>\n<\/tr>\n
918<\/td>\nFIGURE 1102.4.4.3 PROTRUSIONS IN WHEELCHAIR SPACES IN AMUSEMENT RIDE
1103 RECREATIONAL BOATING FACILITIES <\/td>\n<\/tr>\n
919<\/td>\nFIGURE 1103.3.1(A) BOAT SLIP CLEARANCE
FIGURE 1103.3.1(B) (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOAT SLIPS
FIGURE 1103.3.1(C) (EXCEPTION 2) EDGE PROTECTION AT BOAT SLIPS <\/td>\n<\/tr>\n
921<\/td>\nFIGURE 1103.3.2(A) BOARDING PIER CLEARANCE
FIGURE 1103.3.2(B) (EXCEPTION 1) CLEAR PIER SPACE REDUCTION AT BOARDING PIERS
1104 EXERCISE MACHINES AND EQUIPMENT
1105 FISHING PIERS AND PLATFORMS <\/td>\n<\/tr>\n
922<\/td>\nFIGURE 1103.3.2(C) (EXCEPTION 2) EDGE PROTECTION AT BOARDING PIERS
FIGURE 1105.3.2 EXTENDED GROUND OR DECK SURFACE AT FISHING PIERS AND PLATFORMS <\/td>\n<\/tr>\n
923<\/td>\n1106 GOLF FACILITIES
1107 MINIATURE GOLF FACILITIES
1108 PLAY AREAS <\/td>\n<\/tr>\n
924<\/td>\nFIGURE 1107.3.2 GOLF CLUB REACH RANGE AREA <\/td>\n<\/tr>\n
925<\/td>\nTABLE 1108.3.2.1.2 NUMBER AND TYPES OF GROUND LEVEL PLAY COMPONENTS REQUIRED TO BE ON ACCESSIBLE ROUTES <\/td>\n<\/tr>\n
926<\/td>\nFIGURE 1108.4.2.1 TRANSFER PLATFORMS <\/td>\n<\/tr>\n
927<\/td>\nFIGURE 1108.4.2.2 TRANSFER STEPS
1109 SWIMMING POOLS, WADING POOLS, HOT TUBS AND SPAS <\/td>\n<\/tr>\n
928<\/td>\nFIGURE 1109.2.2 POOL LIFT SEAT LOCATION
FIGURE 1109.2.3 CLEAR DECK SPACE AT POOL LIFTS
FIGURE 1109.2.4 POOL LIFT SEAT HEIGHT <\/td>\n<\/tr>\n
929<\/td>\nFIGURE 1109.2.8 POOL LIFT SUBMERGED DEPTH
FIGURE 1109.3.2 SLOPED ENTRY SUBMERGED DEPTH
FIGURE 1109.3.3 HANDRAILS FOR SLOPED ENTRY <\/td>\n<\/tr>\n
930<\/td>\nFIGURE 1109.4.1 CLEAR DECK SPACE AT TRANSFER WALLS
FIGURE 1109.4.2 TRANSFER WALL HEIGHT
FIGURE 1109.4.3 DEPTH AND LENGTH OF TRANSFER WALLS <\/td>\n<\/tr>\n
931<\/td>\nFIGURE 1109.4.5 GRAB BARS FOR TRANSFER WALLS
FIGURE 1109.5.1 SIZE OF TRANSFER PLATFORM
FIGURE 1109.5.2 CLEAR DECK SPACE AT TRANSFER PLATFORM
FIGURE 1109.5.4 TRANSFER STEPS <\/td>\n<\/tr>\n
932<\/td>\nFIGURE 1109.5.6 SIZE OF TRANSFER STEPS
FIGURE 1109.5.7 GRAB BARS
1110 SHOOTING FACILITIES WIHT FIRING POSITIONS <\/td>\n<\/tr>\n
933<\/td>\nINDEX <\/td>\n<\/tr>\n
947<\/td>\n2018 ILLINOIS ACCESSIBILITY CODE (SECTION 502 )
PURPOSE
EFFECTIVE DATE
TYPOGRAPHIC CONVENTIONS
CHAPTER 5 GENERAL SITE AND BUILDING
SECTION 502 PARKING SPACES
FIGURE 502.2 VEHICLE PARKING SPACES <\/td>\n<\/tr>\n
948<\/td>\nFIGURE 502.3 (A) PARKING SPACE ACCESS AISLE
FIGURE 502.3 (B) DIAGONAL PARKING SPACE ACCESS AISLE <\/td>\n<\/tr>\n
949<\/td>\nFIGURE 502.6 (A) PARKING SIGN <\/td>\n<\/tr>\n
950<\/td>\nFIGURE 502.6 (B) PARKING FINE SIGN <\/td>\n<\/tr>\n
951<\/td>\nHELPFUL TOOLS FOR YOUR BUILDING CODE <\/td>\n<\/tr>\n
952<\/td>\nS.K. GHOSH ASSOCIATES LLC, SEISMIC AND BUILDING CODE CONSULTING <\/td>\n<\/tr>\n
953<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
954<\/td>\nICC’s DIGITAL CODES LIBRARY <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Chicago Building Code Title 14B – with April 2022 Supplement<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
IL<\/b><\/a><\/td>\n2019<\/td>\n71<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":395460,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2778],"product_tag":[],"class_list":{"0":"post-395449","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-il","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\/395449","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\/395460"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=395449"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=395449"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=395449"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}