ICC International Building Code (IBC) 2003
$52.27
International Building Code
| Published By | Publication Date | Number of Pages |
| ICC | 2003 | 668 |
Structural and fire- and life-safety provisions covering seismic, wind, accessibility, egress, occupancy, roofs, and more!
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 2 | Copyright |
| 3 | Preface |
| 5 | Sample Ordinance |
| 7 | Table of Contents |
| 13 | Chapter 1 – Administration Section 101 – General Section 102 – Applicability |
| 14 | Section 103 – Department of Building Safety Section 104 – Duties and Powers of Building Official |
| 15 | Section 105 – Permits |
| 17 | Section 106 – Construction Documents |
| 18 | Section 107 – Temporary Structures and Uses Section 108 – Fees |
| 19 | Section 109 – Inspections Section 110 – Certificate of Occupancy |
| 20 | Section 111 – Service Utilities Section 112 – Board of Appeals Section 113 – Violations |
| 21 | Section 114 – Stop Work Order Section 115 – Unsafe Structures and Equipment |
| 23 | Chapter 2 – Definitions Section 201 – General Section 202 – Definitions |
| 35 | Chapter 3 – Use and Occupancy Classification Section 301 – General Section 302 – Classification Table 302.1.1 – Incidental Use Areas |
| 36 | Section 303 – Assembly Group A |
| 37 | Table 302.3.2 |
| 38 | Section 304 – Business Group B Section 305 – Educational Group E Section 306 – Factory Group F |
| 39 | Section 307 – High-Hazard Group H |
| 40 | Table 307.7(1) – Maximum Allowable Quantity Per Control Area Of Hazardous Materials Posing A Physical Hazard |
| 42 | Table 307.7(2) – Maximumm Allowable Quantity Per Control Area Of Hazardous Material Posing A Health Hazard |
| 46 | Section 308 – Institutional Group I |
| 48 | Section 309 – Mercantile Group M Section 310 – Residential Group R Section 311 – Storage Group S |
| 49 | Section 312 – Utility and Miscellaneous Group U |
| 51 | Chapter 4 – Special Detailed Requirements Based on Use and Occupancy Section 401 – Scope Section 402 – Covered Mall Buildings Equation 4-1 |
| 53 | Section 403 – High-Rise Buildings |
| 55 | Section 404 – Atriums Section 405 – Underground Buildings |
| 56 | Section 406 – Motor-Vehicle-Related Occupancies |
| 58 | Table 406.3.5 – Open Parking Garages Area And Height |
| 60 | Section 407 – Group I-2 |
| 61 | Section 408 – Group I-3 |
| 62 | Section 409 – Motion Picture Projection Rooms |
| 63 | Section 410 – Stages and Platforms |
| 65 | Section 411 – Special Amusement Buildings |
| 66 | Section 412 – Aircraft-Related Occupancies Table 412.1.2 – Height And Area Limitations For Airport Traffic Control Towers |
| 67 | Section 413 – Combustible Storage |
| 68 | Section 414 – Hazardous Materials |
| 69 | Table 414.2.2 – Design And Number Of Control Areas Table 414.2.4 – Maximum Allowable Quantity Per Indoor And Outdoor Control Area In Group M And S Occupancies Nonflammable Solids And Nonflammable And Noncombustible Liquids |
| 70 | Table 414.5.1 – Explosion Control Requirements |
| 71 | Section 415 – Groups H-1, H-2, H-3, H-4 and H-5 |
| 74 | Table 415.3.1 – Minimum Separation Distances For Buildings Containing Explosive Materials |
| 76 | Table 415.3.2 – Required Detached Storage |
| 79 | Table 415.9.2.1.1 – Quanitity Limits For Hazardous Materials In A Single Fabrication Area In Group H-5 |
| 83 | Section 416 – Application of Flammable Finishes |
| 84 | Section 417 – Drying Rooms Section 418 – Organic Coatings |
| 85 | Chapter 5 – General Building Heights and Areas Section 501 – General Section 502 – Definitions Section 503 – General Height and Area Limitations |
| 86 | Table 503 – Allowable Height And Building Areas |
| 87 | Section 504 – Height Modifications Section 505 – Mezzanines |
| 88 | Section 506 – Area Modifications Equation 5-1 Equation 5-2 Section 507 – Unlimited Area Buildings |
| 89 | Section 508 – Special Provisions |
| 93 | Chapter 6 – Types of Construction Section 601 – General Section 602 – Construction Classification |
| 94 | Section 603 – Combustible Material in Type I and II Construction |
| 95 | Table 601 – Fire-Resistance Rating Requirements For Building Elements (hours) Table 602 – Fire-Resistance Rating Requirements For Exterior Walls Based On Fire Separation Distance |
| 97 | Chapter 7 – Fire-Resistance-Rated Construction Section 701 – General Section 702 – Definitions |
| 98 | Section 703 – Fire-Resistance Ratings and Fire Tests |
| 99 | Section 704 – Exterior Walls Equation 7-1 |
| 100 | Figure 704.7 – Equivalent Opening Factor Equation 7-2 |
| 101 | Table 704.8 – Maximum Area Of Exterior Wall Openings |
| 102 | Section 705 – Fire Walls Table 705.4 – Fire Wall Fire-Resistance Ratings |
| 104 | Section 706 – Fire Barriers Table 706.3.7 – Fire-Resistance Rating Requirements For Fire Barrier Assemblies Between Fire Areas |
| 105 | Section 707 – Shaft Enclosures |
| 107 | Section 708 – Fire Partitions |
| 108 | Section 709 – Smoke Barriers Section 710 – Smoke Partitions Section 711 – Horizontal Assemblies |
| 109 | Section 712 – Penetrations |
| 111 | Section 713 – Fire-Resistant Joint Systems Section 714 – Fire-Resistance Rating of Structural Members |
| 112 | Section 715 – Opening Protectives |
| 113 | Table 715.3 – Fire Door And Fire-Shutter Fire Protection Ratings |
| 115 | Table 715.4 – Fire Window Assembly Fire-Protection Ratings Table 715.4.3 – Limiting Sizes Of Wired Glass Panels Section 716 – Ducts and Air Transfer Openings |
| 116 | Table 716.3.1 – Fire Damper Rating |
| 119 | Section 717 – Concealed Spaces |
| 120 | Section 718 – Fire-Resistance Requirements for Plaster |
| 121 | Section 719 – Thermal- and Sound-Insulating Materials Section 720 – Prescriptive Fire Resistance |
| 122 | Section 721 – Calculated Fire Resistance |
| 123 | Table 720.1(1) – Minimum Protection Of Structural Parts Based On Time Periods For Various Noncombustible Insulating Materials |
| 127 | Table 720.1(2) – Rated Fire-Resistance Periods For Various Walls And Partitions |
| 134 | Table 720.1(3) – Minimum Protection For Floor And Roof Systems |
| 140 | Table 721.2.1.1 – Minimum Equivalent Thickness Of Cast-In-Place Or PRecast Concrete Walls, Load-Bearing Or Nonload-Bearing Equation 7-3 |
| 141 | Equation 7-4 Figure 721.2.1.2 – Fire-Resistance Ratings Of Two-Wythe Concrete Walls Table 721.2.1.2(1) – Values Of Rn 0.59 For Use In Equation 7-4 |
| 142 | Table 721.2.1.2(2) – Fire-Resistance Ratings Based On R0.59 Figure 721.2.1.3.1 – Ceramic Fiber Joint Protection |
| 143 | Table 721.2.1.4(1) – Multiplying Factor For Finishes On Nonfire-Exposed Side Of Wall Table 721.2.1.4(2) – Time Assigned To Finish Materials On Fire-Exposed Side Of Wall Table 721.2.2.1 – Minimum Slab Thickness (inches) Figure 721.2.2.1.2 – Determination Of Slab Thickness For Sloping Soffits |
| 144 | Equation 7-5 Figure 721.2.2.1.3 – Slabs With ribbed Or Undulating Soffits Figure 721.2.2.2 – Fire-Resistance Ratings For Two-Course Concrete Floors Figure 721.2.2.3(1) – Fire-Resistance Ratings For Concrete Roof Assemblies |
| 145 | Figure 721.2.2.3(2) – Fire-Resistance Ratings For Concrete Roof Assemblies Table 721.2.3(1) – Cover Thickness For Reinforced Concrete Floor Or Roof Slabs (inches) |
| 146 | Table 721.2.3(2) – Cover Thickness For Reinforced Concrete Floor Or Roof Slabs (inches) Table 721.2.3(3) – Minimum Cover For Main Reinforcing Bars Of Reinforced Concrete Beams (Applicable To All Types Of Structural Concrete) Table 721.2.3(4) – Minimum Cover For Prestressed Concrete Beams 8 Inches Or Greater In Width |
| 147 | Table 721.2.3(5) – Minimum Cover For Prestressed Concrete Beams Of all Widths Table 721.2.4 – Minimum Dimension Of Concrete Columns (inches) Equation 7-6 |
| 148 | Table 721.3.2 – Minimum Equivalent Thickness (inches) Of Bearing Or Nonbearing Concrete Masonry Walls |
| 149 | Equation 7-7 Table 721.3.4 – Minimum Cover Of Longitudinal Reinforcement In Fire-Resistance-Rated Reinforced Concrete Masonry Lintels (inches) Table 721.4.1(1) – Fire-Resistance Period Of Clay Masonry Walls Equation 7-8 |
| 150 | Table 721.4.1(2) – Fire-Resistance Ratings For Bearing Steel Frame Brick Veneer Walls Or Partitions Equation 7-9 Euqation 7-10 |
| 151 | Table 721.4.1(3) – Values Of Rn 0.59 Table 721.4.1(4) – Coefficients For Plaster Table 721.4.1(5) – Reinforced Masonry Lintels Table 721.4.1(6) – Reinforced Clay Masonry Columns Equation 7-11 Figure 721.5.1(1) – Determination Of The Heated Perimeter Of Structural Steel Columns |
| 152 | Figure 721.5.1(2) – Gypsum Wallboard Protected Structural Steel Columns With Sheet Steel Column Covers Figure 721.5.1(3) – Gypsum Wallboard Protected Structural Steel Columns With Steel Studscrew Attachment System Equation 7-12 |
| 153 | Figure 721.5.1(4) – Fire Resistance Of Structural Steel Columns Protected With Various Thicknesses Of Type X Gypsum Wallboard Equation 7-13 Figure 721.5.1(5) – Wide-Flange Structural Steel Columns With Spray-Applied Fire-Resistant Materials Equation 7-14 |
| 154 | Equation 7-15 Equation 7-16 Figure 721.5.1(6) – Concrete Protected Structural Steel Columns Figure 721.5.1(7) – Concrete Or Clay Masonry Protected Structural Steel Columns |
| 155 | Table 721.5.1(1) – W/D Ratios For Steel Columns |
| 156 | Table 721.5.1(2) – Properties Of Concrete Table 721.5.1(3) – Thermal Conductivity Of Concrete Or Clay Masonry Units |
| 157 | Table 721.5.1(4) – Weight-To-Heated-Perimeter Ratios (W/D) For Typical Wide Flange Beam And Girder Shapes |
| 159 | Table 721.5.1(5) – Fire Resistance Of Concrete Masonry Protected Steel Columns |
| 161 | Table 721.5.1(6) – Fire Resistance Of Clay Masonry Protected Steel Columns |
| 162 | Table 721.5.1(7) – Minimum Cover (inch) For Steel Columns Encased In Normal-Weight Concrete [Figure 721.5.1(6)(c)] Table 721.5.1(8) – Minimum Cover (inch) For Steel Columns Encased In Structural Lightweight Concrete [Figure 721.5.1(6)(c)] |
| 163 | Table 721.5.1(9) – Minimum Cover (inch) For Steel Columns In Normal-Weight Precast Covers [Figure 721.5.1(6)(a)] Table 721.5.1(10) – Minimum Cover (inch) For Steel Columns In Structural Lightweight Precast Covers [Figure 721.5.1(6)(a)] |
| 164 | Figure 721.5.2 – Determination Of The Heated Perimeter Of Structural Steel Beams And Girders Equation 7-17 |
| 165 | Table 721.6.2(1) – Time Assigned To Wallboard Membranes Table 721.6.2(2) – Time Assigned For Contribution Of Wood Frame Table 721.6.2(3) – Membrane On Exterior Face Of Wood Stud Walls |
| 166 | Table 721.6.2(4) – Flooring Or Roofing Over Wood Framing Table 721.6.2(5) – Time Assigned For Additonal Protection Equation 7-18 Equation 7-19 Equation 7-20 Equation 7-21 Figure 721.6.3(1) – Load Figure |
| 167 | Figure 721.6.3(2) – Effective Length Factors |
| 169 | Chapter 8 – Interior Finishes Section 801 – General Section 802 – Definitions Section 803 – Wall and Ceiling Finishes |
| 171 | Table 803.5 – Interior Wall And Ceiling Finish Requirements By Occupancy |
| 172 | Section 804 – Interior Floor Finish Section 805 – Decorations and Trim |
| 175 | Chapter 9 – Fire Protection Systems Section 901 – General Section 902 – Definitions |
| 178 | Section 903 – Automatic Sprinkler Systems |
| 179 | Table 903.2.4.2 – Group H-5 Sprinkler Design Criteria |
| 180 | Table 903.2.13 – Additional Required Suppression Systems |
| 182 | Section 904 – Alternative Automatic Fire-Extinguishing Systems |
| 183 | Section 905 – Standpipe Systems |
| 185 | Section 906 – Portable Fire Extinguishers Section 907 – Fire Alarm And Detection Systems |
| 192 | Table 907.9.1.3 – Visable And Audible Alarms Section 908 – Emergency Alarm Systems |
| 193 | Section 909 – Smoke Control Systems |
| 195 | Equation 9-1 Equation 9-2 Equation 9-3 Equation 9-4 |
| 196 | Equation 9-5 Equation 9-6 Equation 9-7 Equation 9-8 Equation 9-9 |
| 201 | Section 910 – Smoke and Heat Vents |
| 202 | Table 910.3 – Requirements For Draft Curtains And Smoke And Heat Vents Equation 9-10 |
| 203 | Section 911 – Fire Command Center |
| 205 | Chapter 10 – Means of Egress Section 1001 – Administration Section 1002 – Definitions |
| 206 | Section 1003 – General Means of Egress |
| 207 | Section 1004 – Occupant Load Table 1004.1.2 – Maximum Floor Area Allowances Per Occupant |
| 208 | Section 1005 – Egress Width Table 1005.1 – Egress Width Per Occupant Served |
| 209 | Section 1006 – Means of Egress Illumination Section 1007 – Accesible Means of Egress |
| 211 | Section 1008 – Doors, Gates and Turnstiles |
| 212 | Table 1008.1.3.1 – Revolving Door Speeds |
| 216 | Section 1009 – Stairways and Handrails |
| 218 | Section 1010 – Ramps |
| 219 | Section 1011 – Exit Signs |
| 220 | Section 1012 – Guards |
| 221 | Section 1013 – Exit Access |
| 222 | Section 1014 – Exit and Exit Access Doorways Table 1014.1 – Spaces And Means Of Egress |
| 223 | Section 1015 – Exit Access Travel Distance |
| 224 | Section 1016 – Corridors Table 1016.1 – Corridor Fire-Resistance Rating |
| 225 | Section 1017 – Exits Section 1018 – Number of Exits and Continuity |
| 226 | Table 1018.1 – Minimum Number Of Exits For Occupant Load Table 1018.2 – Buildings With One Exit Section 1019 – Vertical Exit Enclosures |
| 228 | Section 1020 – Exit Passageways Section 1021 – Horizontal Exits |
| 229 | Section 1022 – Exterior Exit Ramps and Stairways Section 1023 – Exit Discharge |
| 231 | Section 1024 – Assembly |
| 232 | Table 1024.6.2 – Width Of Aisles For Smoke-Protected Assembly |
| 233 | Table 1024.10.1 – Smoke-Protected Assembly Aisle Accessways |
| 235 | Section 1025 – Emergency Escape and Rescue |
| 237 | Chapter 11 – Accessibility Section 1101 – General Section 1102 – Definitions Section 1103 – Scoping Requirements |
| 238 | Section 1104 – Accessible Route |
| 239 | Section 1105 – Accessible Entrances |
| 240 | Section 1106 – Parking and Passenger Loading Facilities Table 1106.1 – Accessible Parking Spaces Section 1107 – Dwelling Units and Sleeping Units |
| 242 | Table 1107.6.1.1 – Accessible Dwelling And Sleeping Units |
| 243 | Section 1108 – Special Occupancies |
| 244 | Table 1108.2.2.1 – Accessible Wheelchair Spaces Table 1108.2.7.1 – Receivers For Assistive Listening Systems |
| 245 | Table 1108.3 – Accessible Self-Service Storage Facilities Section 1109 – Other Features and Facilities |
| 247 | Table 1109.12.2 – Accessible Check-Out Aisles |
| 248 | Section 1110 – Signage |
| 251 | Chapter 12 – Interior Environment Section 1201 – General Section 1202 – Definitions Section 1203 – Ventilation |
| 252 | Section 1204 – Temperature Control Section 1205 – Lighting |
| 253 | Section 1206 – Yards or Courts Section 1207 – Sound Transmission Section 1208 – Interior Space Dimensions |
| 254 | Section 1209 – Access to Unoccupied Spaces Section 1210 – Surrounding Materials |
| 255 | Chapter 13 – Energy Efficiency Section 1301 – General |
| 257 | Chapter 14 – Exterior Walls Section 1401 – General Section 1402 – Definitions Section 1403 – Performance Requirements |
| 258 | Section 1404 – Materials Section 1405 – Installation of Wall Coverings |
| 259 | Table 1405.2 – Minimum Thickness Of Weather Coverings |
| 262 | Section 1406 – Cumbustible MAterials on the Exterior Side of Exterior Walls |
| 263 | Table 1406.2.1.2 – Minimum Fire Separation For Combustible Veneers Section 1407 – Metal Composite Materials (MCM) |
| 265 | Chapter 15 – Roof Assemblies and Rooftop Structures Section 1501 – General Section 1502 – Definitons Section 1503 – Weather Protection |
| 266 | Section 1504 – Performance Requirements Section 1505 – Fire Classification Table 1505.1 – Minimum Roof Covering Classification For Types Of Construction |
| 267 | Section 1506 – Materials Section 1507 – Requirements For Roof Coverings |
| 268 | Table 1507.2 – Asphalt Shingle Application |
| 269 | Table 1507.2.9.2 – Valley Lining Material Table 1507.3.5 – Transverse Breaking Strength Of Concrete Roof Tile (lb.s) |
| 270 | Table 1507.3.7 – Clay And Concrete Tile Attachments |
| 271 | Table 1507.4.3 – Metal Roof Coverings |
| 272 | Table 1507.7.5 – Slate Shingle Headlap |
| 273 | Table 1507.8 – Wood Shingle And Shake Shingle Installation |
| 274 | Table 1507.8.4 – Wood Shingle Material Requirements Table 1507.8.6 – Wood Shingle Weather Exposure And Roof Slope Table 1507.9.5 – Wood Shake Material Requirements |
| 275 | Table 1507.9.7 – Wood Shake Weather Exposure And Roof Slope Table 1507.10.2 – Built-Up Roofing Material Standards |
| 276 | Section 1508 – Roof Insulation Section 1509 – Rooftop Structures |
| 277 | Section 1510 – Reroofing |
| 279 | Chapter 16 – Structural Design Section 1601 – General Section 1602 – Definitons |
| 281 | Section 1603 – Construction Documents |
| 282 | Section 1604 – General Design Requirements |
| 283 | Table 1604.3 – Deflection Limit |
| 284 | Table 1604.5 – Classification Of Building And Other Structures For Importance Factors |
| 285 | Section 1605 – Load Combinations Equation 16-1 Equation 16-2 Equation 16-3 Equation 16-4 Equation 16-5 Equation 16-6 Equation 16-7 Equation 16-8 Equation 16-9 Equation 16-10 Equation 16-11 Equation 16-12 |
| 286 | Equation 16-13 Equation 16-14 Equation 16-15 Equation 16-16 Equation 16-17 Equation 16-18 Equation 16-19 Equation 16-20 Section 1606 – Dead Loads Section 1607 – Live Loads |
| 287 | Table 1607.1 – Minimum Uniformly Distributed Live Load And Minimum Concentrated Live Load |
| 288 | Table 1607.6 – Uniform And Concentrated Loads |
| 289 | Equation 16-21 Table 1607.9.1 – Live Load Element Factor, KLL Equation 16-22 |
| 290 | Equation 16-23 Equation 16-24 Equation 16-25 Equation 16-26 Equation 16-27 Equation 16-28 Equation 16-29 Equation 16-30 |
| 291 | Section 1608 – Snow Loads Table 1608.2 – Ground Loads, Pg For Alaskan Locations |
| 292 | Figure 1608.2 – Ground Snow Loads, Pg, For The United States (psf) |
| 293 | Figure 1608.2 – continued |
| 294 | Table 1608.3.1 – Snow Exposure Factor, Ce Table 1608.3.2 – Thermal Factor, Ct |
| 295 | Section 1609 – Wind Loads Table 1609.1.4 – Wind-Borne Debris Protection Fastening Schedule For Wood Structural Panels |
| 296 | Figure 1609 – Basic Wind Speed (3-second gust) |
| 297 | Figure 1609 – continued |
| 298 | Figure 1609 – contined |
| 299 | Figure 1609 – continued |
| 300 | Figure 1609 – continued |
| 301 | Equation 16-31 Equation 16-32 Equation 16-33 |
| 302 | Table 1609.3.1 – Equivalent Basic Wind Speed |
| 303 | Equation 16-34 Equation 16-35 |
| 304 | Figure 1609.6.2.1 – Main Windforce Loading Diaphram |
| 305 | Figure 1609.6.2.2 – Component And Cladding Pressure |
| 306 | Table 1609.6.2.1(1) – Simplified Design Wind Pressure (Main Windforce-Resisting System) (Exposure B at h = 30 feet with Ig =1.0) (psf) |
| 307 | Table 1609.6.2.1(1) – continued |
| 308 | Table 1609.6.2.1(2) – Net Design Wind Pressure (Component And Cladding), P net30 (Exposure B at h = 30 feet with Ig = 1.0) |
| 309 | Table 1609.6.2.1(3) – Roof Overhang Net Design Wind Pressure (Component And Cladding), P net30 (Exposure B at h = 30 feet with Ig) (psf) Table 1609.6.2.1(4) – Adjustment Factor For Building Height And Exposure |
| 310 | Equation 16-36 Section 1610 – Soil Lateral Load Section 1611 – Rain Loads Equation 16-37 |
| 311 | Table 1610.1 – Soil Lateral Load Section 1612 – Flood Loads |
| 313 | Section 1613 – Earthquake Loads Definitions |
| 314 | Section 1614 – Earthquake Loads – General |
| 315 | Section 1615 – Earthquake Loads – Site Ground Motion |
| 316 | Figure 1615(1) – Maximum Considered Earthquake Ground Motion For The Conterminous United States Of 0.2 SEC Spectral Response Acceleration (5 Percent Of Critical Damping). Site Class B |
| 317 | Figure 1615(1) – continued |
| 318 | Figure 1615(2) – Maximum Considered Earthquake Ground Motion For The Conterminous United States Of 1.0 SEC Spectral Response Acceleration (5 Percent Of Critical Damping), Site Class B |
| 319 | Figure 1615(2) – continued |
| 320 | Figure 1615(3) – Maximum Considered Earthquake Ground Motion For Region 1 Of 0.2 SEC Spectral Response Acceleration (5 Percent Of Critical Damping), Site Class B |
| 321 | Figure 1615(3) – continued |
| 322 | Figure 1615(4) – Maximum Considered Earthquake Ground Motion For Region 1 Of 1.0 SEC Spectral Response Acceleration (5 Percent Of Critical Damping), Site Class B |
| 323 | Figure 1615(4) – continued |
| 324 | Figure 1615(5) – Maximum Considered Earthquake Ground Motion For Region 2 Of 0.2 SEC Spectral Response Acceleration (5 Percent Of Critical Damping). Site Class B |
| 325 | Figure 1615(5) – continued |
| 326 | Figure 1615(6) – Maximum Considered Earthquake Ground Motion For Region 2 Of 1.0 SEC Spectral Response Acceleration (5 Percent Of Critical Damping). Site Class B |
| 327 | Figure 1615(6) – continued |
| 328 | Figure 1615(7) – Maximum Considered Earthquake Ground Motion For Alaska Of 0.2 SEC Spectral Response Acceleration (5 Percent Of Critical Damping), Site Class B |
| 329 | Figure 1615(7) – continued |
| 330 | Figure 1615(8) – Maximum Considerd Earthquake Ground Motion For Hawaii Of 0.2 SEC Spectral Response Acceleration (5 Percent Of Critical Damping), Site Class B |
| 331 | Figure 1615(8) – continued |
| 332 | Figure 1615(9) – Maximum Considered Earthquake Ground Motion For Puerto Rico, Culebra, Vieques, St. Thomas, St. John, and St. Croix Of 0.2 And 1.0 SEC Spectral Response Acceleration (5 Percent Of Critical Damping), Site Class B |
| 333 | Figure 1615(10) – Maximum Considered Earthquake Ground Motion For Guam And Tituilla Of 0.2 And 1.0 SEC Spectral Response Acceleration (5 Percent Of Critical Damping), Site Class B |
| 334 | Equation 16-38 Equation 16-39 Equation 16-40 Equation 16-41 Table 1615.1.1 – Site Class Definitions |
| 335 | Table 1615.1.2(1) – Values Of Site Coefficient Fa As A Function Of Site Class And Mapped Spectral Response Acceleration At Short Periods (Ss)a Table 1615.1.2(2) – Values Of Site Coefficient Fv As A Function Of Site Class And Mapped Spectral Response Acceleration At 1-Second Periods (S1)a Figure 1615.1.4 – Design Response Spectrum Equation 16-42 Equation 16-43 |
| 336 | Equation 16-44 Equation 16-45 Equation 16-46 Equation 16-47 Table 1615.1.5 – Site Classification |
| 337 | Figure 1615.2.2 – Deterministic Limit On Maximum Considered Earthquake Response Spectrum Section 1616 – Earthquake Loads – Criteria Selection |
| 338 | Table 1616.3(1) – Seismic Design Category Based On Short-Period Response Accelerations Table 1616.3(2) – Seismic Design Category Based On 1-Second Period Response Acceleration |
| 340 | Table 1616.5.1.1 – Plan Structural Irregularities Table 1616.5.1.2 – Vertical Structural Irregularities |
| 341 | Section 1617 – Earthquake Loads – Minimum Design Lateral Force And Related Effects Equation 16-50 Equation 16-51 Equation 16-52 Equation 16-53 |
| 342 | Equation 16-54 |
| 343 | Equation 16-55 Equation 16-56 |
| 344 | Table 1617.3.1 – Allowable Story Drift Equation 16-57 |
| 346 | Table 1617.6.2 – Design Coefficients And Factors For Basic Seismic-Force-Resisting Systems |
| 347 | Table 1617.6.2 – continued |
| 348 | Table 1617.6.2 – continued |
| 349 | Table 1617.6.2 – continued |
| 350 | Section 1618 – Dynamic Analysis Procedure For The Seismic Design Of Buildings Section 1619 – Earthquake Loads Soil-Structure Interaction Effects Section 1620 – Earthquake Loads – Design, Detailing Requirements And Structural Component Load Effects |
| 351 | Equation 16-58 Equation 16-59 Equation 16-60 |
| 352 | Equation 16-61 Equation 16-62 |
| 353 | Equation 16-63 Equation 16-64 |
| 354 | Section 1621 – Artificial, Mechanical And Electrical Component Seismic Design Requirements Section 1622 – Nonbuilding Structures Seismic Design Requirements |
| 355 | Section 1623 – Seismically Isolated Structures |
| 357 | Chapter 17 – Structural Tests And Special Inspections Section 1701 – General Section 1702 – Definitions Section 1703 – Approvals |
| 358 | Section 1704 – Special Inspections |
| 360 | Table 1704.3 – Required Verification And Inspection Of Steel Construction |
| 361 | Table 1704.4 – Required Verification And Inspection Of Concrete Construction |
| 363 | Table 1704.5.1 – Level 1 Special Inspection |
| 364 | Table 1704.5.3 – Level 2 Special Inspection |
| 365 | Section 1705 – Seismic Resistance |
| 366 | Section 1706 – Quality Assurance For Wind Requirements |
| 367 | Section 1707 – Special Inspections For Seismic Resistance |
| 368 | Section 1708 – Structural Testing For Seismic Resistance Table 1708.1.2 – Level 1 Quality Assurance Table 1708.1.4 – Level 2 Quality Assurance |
| 369 | Section 1709 – Structural Observations Section 1710 – Design Strengths Of Materials Section 1711 – Alternative Test Procedure Section 1712 – Test Safe Load |
| 370 | Section 1713 – In-Situ Load Tests Section 1714 – Preconstruction Load Tests |
| 371 | Section 1715 – Material And Test Standards |
| 373 | Chapter 18 – Soils And Foundations Section 1801 – General Section 1802 – Foundation And Soils Investigations |
| 374 | Section 1803 – Excavation, Grading And Fill |
| 375 | Section 1804 – Allowable Load-Bearing Values Of Soils Table 1804.2 – Allowable Foundation And Lateral Pressure |
| 376 | Section 1805 – Footings And Foundations |
| 377 | Figure 1805.3.1 – Foundation Clearances From Slopes |
| 378 | Table 1805.4.2 – Footings Supporting Walls Of Light-Frame Construction |
| 379 | Table 1805.5(1) – Plain Masonry And Plain Concrete Foundation Walls |
| 380 | Table 1805.5(2) – 8-Inch Concrete And Masonry Foundation Walls With Reinforcing Where … Table 1805.5(3) – 10-Inch Concrete And Masonry Foundation Walls With Reinforcing Where … |
| 381 | Table 1805.5(4) – 13-Inch Concrete And Masonry Foundation Walls With Reinforcing Where … |
| 382 | Equation 18-1 |
| 383 | Equation 18-2 Equation 18-3 |
| 384 | Section 1806 – Retaining Walls Section 1807 – Dampproofing And Waterproofing |
| 385 | Section 1808 – Pier And Pile Foundations |
| 390 | Section 1809 – Driven Pile Foundations |
| 391 | Equation 18-4 |
| 392 | Equation 18-5 Equation 18-6 Equation 18-7 Equation 18-8 Equation 18-9 Equation 18-10 |
| 393 | Section 1810 – Cast-In-Place Concrete Pile Foundations |
| 396 | Section 1811 – Composite Piles |
| 397 | Section 1812 – Pier Foundations |
| 399 | Chapter 19 – Concrete Section 1901 – General Section 1902 – Definitions |
| 400 | Section 1903 – Specifications For Tests And Materials |
| 401 | Section 1904 – Durability Requirements Table 1904.2.1 – Total Air Content For Frost-Resistant Concrete |
| 402 | Figure 1904.2.2 – Weathering Probability Map For Concrete Table 1904.2.2(1) – Requirements For Special Exposure Conditions |
| 403 | Table 1904.2.2(2) – Minimum Specified Compressive Strength Table 1904.2.2(3) – Requirements For Concrete Exposed To Deicing Chemicals Table 1904.3 – Requirements For Concrete Exposed To Sulfate-Containing Solutions |
| 404 | Table 1904.4.1 – Maximum Chloride Ion Content For Corrosion Protection Of Reinforcement Section 1905 – Concrete Quality, Mixing And Placing |
| 406 | Section 1906 – Formwork, Embedded Pipes And Construction Joints |
| 407 | Section 1907 – Details Of Reinforcement |
| 408 | Table 1907.5.2.1 – Tolerances Table 1907.7.1 – Minimum Concrete Cover |
| 409 | Section 1908 – Modifications To ACI 318 |
| 410 | Section 1909 – Structural Plain Concrete |
| 411 | Section 1910 – Seismic Design Provisions |
| 412 | Section 1911 – Minimum Slab Provisions Section 1912 – Anchorage To Concrete – Allowable Stress Design Equation 19-1 |
| 413 | Table 1912.2 – Allowable Service Load On Embedded Bolts (pounds) Section 1913 – Anchorage To Concrete – Strength Design Section 1914 – Shotcrete |
| 414 | Section 1915 – Reinforced Gypsum Concrete |
| 415 | Section 1916 – Concrete-Filled Pipe Columns |
| 417 | Chapter 20 – Aluminum Section 2001 – General Section 2002 – Materials |
| 419 | Chapter 21 – Masonry Section 2101 – General Section 2102 – Definitons And Notations |
| 422 | Section 2103 – Masonry Construction Materials |
| 423 | Table 2103.7(1) – Mortar Proportions |
| 424 | Table 2103.7(2) – Mortar Properties Table 2103.9 – Ceramic Tile Mortar Compositions |
| 425 | Table 2103.10 – Grout Proportions By Volume For Masonry Construction |
| 426 | Section 2104 – Construction |
| 428 | Section 2105 – Quality Assurance Table 2105.2.2.1.1 – Compressive Strength Of Clay Masonry |
| 429 | Table 2105.2.2.1.2 – Compressive Strength Of concrete Masonry Section 2106 – Seismic Design |
| 430 | Equation 21-1 Section 2107 – Working Stress Design |
| 431 | Equation 21-2 Equation 21-3 Section 2108 – Strength Design Of Masonry Section 2109 – Empirical Design Of Masonry |
| 432 | Table 2109.2.1.3 – Diaphragm Length-To-Width Ratios Table 2109.2.3.1 – Allowable Stress Gross Cross-Sectional Area For Dry-Stacked, Surface-Bonded Concrete Masonry Walls |
| 433 | Table 2109.3.2 – Allowable Compressive Stresses For Empirical Design Of Masonry |
| 434 | Table 2109.4.1 – Wall Lateral Support Requirements Table 2109.5.6.1 – Foundation Wall Construction |
| 436 | Equation 21-4 |
| 437 | Table 2109.8.3.1 – Allowable Shear On Bolts In Adobe Masonry Section 2110 – Glass Unit Masonry |
| 438 | Figure 2110.3.1 – Glass Masonry Design Wind Load Resistance |
| 439 | Section 2111 – Masonry Fireplaces |
| 440 | Table 2111.1 – Summary Of Rquirments For Masonry Firplaces And Chimneys |
| 441 | Figure 2111.1 – Fireplace And Chimney Details |
| 443 | Figure 2111.11 – Illustration Of Exception To Fireplace Clearance Provision Section 2112 – Masonry Heaters Section 2113 – Masonry Chimneys |
| 446 | Figure 2113.16 – Flue Sizes For Masonry Chimneys |
| 447 | Table 2113.16(1) – Net Cross-Sectional Area Of Round Flue sizes Table 2113.16(2) – Net Cross-Sectional Area Of Square And Rectangular Flue Sizes Figure 2113.19 – Illustration Of Exception To Chimney Clearance Provision |
| 449 | Chapter 22 – Steel Section 2201 – General Section 2202 – Definitions And Nomenclature Section 2203 – Identification And Protection Of Steel For Structural Purposes Section 2204 – Connections |
| 450 | Figure 2202.1 – Type I And Type II Shear Walls |
| 451 | Section 2205 – Structural Steel Section 2206 – Steel Joists Section 2207 – Steel Cable Structures Section 2208 – Steel Storage Racks Section 2209 – Cold-Formed Steel |
| 452 | Section 2210 – Cold-Formed Steel Light-Framed Construction Section 2211 – Cold-Formed Steel Light-Framed Shear Walls |
| 453 | Table 2211.2(1) – Nominal Shear Values For Wind Forces In Pounds Per Foot For Shear Walls Framed With Cold-Formed Steel Studs Table 2211.2(2) – Nominal Shear Values For Wind Forces In Pounds Per Foot For Shear Walls Framed With Cold-Formed Steel Studs And Faced With Gypsum Board |
| 454 | Table 2211.2(3) – Nominal Shear Values For Seismic Forces In Pounds Per Foot For Shear Walls Framed With Cold-Formed Steel Studs |
| 455 | Table 2211.3 – Shear Resistance Adjustment Factor-Co |
| 456 | Equation 22-1 Equation 22-2 |
| 457 | Chapter 23 – Wood Section 2301 – General Section 2302 – Definitions |
| 458 | Section 2303 – Minimum Standards And Quality |
| 461 | Section 2304 – General Construction Requirements Table 2304.6 – Minimum Thickness Of Wall Sheathing |
| 462 | Table 2304.7(1) – Allowable Spans For Lumber Floor And Roof Sheathing Table 2304.7(2) – Sheathing Lumber, Minimum Grade Requirements: Board Grade |
| 463 | Table 2304.7(3) – Allowable Spans And Loads For Wood Structural Panel Sheathing And Single-Floor Grades Continuous Over Two Or More Spans With Strength Axis Perpendicular To Supports |
| 464 | Table 2304.7(4) – Allowable Span For Wood Structural Panel Combination Subfloor-Underlayment (Single Floor) a,b (Panels Continuous Over Two Or More Spans And Strength Axis Pependicular To Supports) Table 2304.7(5) – Allowable Load (PSF) For Wood Structural Panel Roof Sheathing Continuous Over Two Or More Spans And Strength Axis Parallel To Suports (Plywood Structural Panels Are Five-Ply, Fiv-Layer Unless Otherwise Noted)a,b |
| 465 | Table 2304.9.1 – Fastening Schedule |
| 466 | Table 2304.9.1 – continued |
| 467 | Table 2304.9.1 – continued |
| 469 | Section 2305 – General Design Requirements For Lateral-Force-Resisting Systems |
| 470 | Equation 23-1 |
| 471 | Table 2305.2.3 – Maximum Diaphragm Dimension Ratios Horizontal And Sloped Diaphragm Figure 2305.2.5(1) – Diaphragm Length And Width For Plan View Of Open Front Building |
| 472 | Figure 2305.5(2) – Diaphragm Length And Width For Plan View Of Cantilevered Diaphragm Equation 23-2 Table 2305.3.3 – Maximum Shear Wall Aspect Ratios |
| 473 | Figure 2305.3.4 – General Definition Of Shear Wall Height, Width And Height-To-Width Ratio |
| 474 | Table 2305.3.7.2 – Shear Resistance Adjustment Factor, Co Equation 23-3 Equation 23-4 |
| 475 | Section 2306 – Allowable Stress Design |
| 476 | Table 2306.2.1 – Wall Stud Bending Stress Increase Factors |
| 477 | Table 2306.3.1 – Recommended Shear (Pounds Per Foot) For Wood Structural Panel Diaphragms With Framing Of Douglas-Fir-Larch, Or Southern Pine For Wind Or Seismic Loading |
| 478 | Table 2306.3.1 – continued |
| 479 | Table 2306.3.1 – continued |
| 480 | Table 2306.3.2 – Allowable Shear In Pounds Per Foot For Horizontal Blocked Diaphragms Utilizing Multiple Rows Of Fasteners (High Load Diaphragms) With Framing Of Douglas Fir, Larch Or Southern Pine For Wind OR Seismic Loading Table 2306.3.3 – Diagonally Sheathed Lumber Diaphragm Nailing Schedule |
| 481 | Table 2306.4.1 – Allowable Shear (Pounds Per Foot) For Wood Structural Panel Shear Walls With Framing Of Douglas-Fir-Larch, Or Southern Pine For Wind OR Seismic Loading |
| 482 | Table 2306.4.3 – Allowable Shear For Particle Board Shear Wall Sheathing Section 2307 – Load And Resistance Factor Design |
| 483 | Table 2306.4.5 – Allowable Shear For Wind Or Seismic Forces For Shear Walls Of Lath And Plaster Or Gypsum Board Wood Wall Assemblies |
| 484 | Section 2308 – Conventional Light-Frame Construction |
| 486 | Table 2308.8(1) – Floor Joist Spans For Common Lumber Species (Residential Sleeping Areas, Live Load = 30 psf … |
| 487 | Table 2308.8(1) – continued |
| 488 | Table 2308.8(2) – Floor Joist Spans For Common Lumber Species (Residential Living Areas, Live Load = 40 psf … |
| 489 | Table 2308.8(2) – continued |
| 490 | Table 2308.9.1 – Size, Height And Spacing Of Wood Studs |
| 492 | Figure 2308.9.3 – Basic Components Of The Lateral Bracing System |
| 493 | Table 2308.9.3(1) – Braced Wall Panels Table 2308.9.3(2) – Exposed Plywood Panel Siding |
| 494 | Table 2308.9.3(3) – Wood Structural Panel Wall Sheathing (Not Exposed To The Weather, Strength Axis Parallel Or Perpendicular To Studs Except As Indicated Below) Table 2308.9.3(4) – Allowable Shear Values (plf) For Wind Or Seismic Loading On Vertical Diaphragms Of Fiberboard Sheathing Board Construction For Type V Construction Only Table 2308.9.3(5) – Allowable Spans For Particleboard Wall Sheathing (Not Exposed To The Weather, Long Dimension Of The Panel Parallel Or Perpendicular To Studs) |
| 495 | Table 2308.9.3(6) – Hardboard Siding |
| 496 | Table 2308.9.5 – Header And Girder Spans For Exterior Bearing Walls (Maximum Spans For Douglas Fir-Larch, Hem-Fir, Southern Pine And Spruce-Pine-Fir And Required Number Of Jack Studs) |
| 497 | Table 2308.9.5 – continued |
| 498 | Table 2308.9.6 – Header And Girder Spans For Interior Bearing Walls (Maximum Spans For Douglas Fir-Larch, Hem-Fir, southern Pine And Spruce-Pine-Fir And Required Number Of Jack Studs) |
| 499 | Table 2308.10.1 – Required Rating Of Approved Uplift Connectors (pounds) |
| 500 | Table 2308.10.2(1) – Ceiling Joist Spans For Common Lumbr Species (Uninhabitable Attics Without Storage, Live Load = 10 Pounds psf … |
| 501 | Table 2308.10.2(1) – continued |
| 502 | Table 2308.10.2(2) – Ceiling Joist spans for common Lumber Species (Uninhabitable Attics With Limited Storage, Live Load = 20 Pounds Per Square foot, … |
| 503 | Table 2308.10.2(2) – continued |
| 504 | Table 2308.10.2(3) – Rafter Spans For Comon Lumber Species (Roof Live Load = 20 Pounds Per Square Foot, Ceiling Not Attached To Rafters … |
| 505 | Table 2308.10.3(1) – continued |
| 506 | Table 2308.10.3(2) – Rafter Spans For Common Lumber Species (Roof Live Load = 20 Pounds Per Square Foot, Ceiling Not Attached To Rafters … |
| 507 | Table 2308.10.3(2) – continued |
| 508 | Table 2308.10.3(3) – Rafter Spans For Common Lumber Species (Ground snow Load = 30 Pounds Per Square Foot, Ceiling Not Attached To Rafters, … |
| 509 | Table 2308.10.3(3) – continued |
| 510 | Table 2308.10.3(4) – Rafter Spans For Common Lumber species (Ground Snow Load = 50 Pounds Per Square Foot, Ceiling Not Attached To Rafters … |
| 511 | Table 2308.10.3(4) – continued |
| 512 | Table 2308.10.3(5) – Rafter Spans For Common Lumbr species (Ground Snow Load = 30 Pounds Per Square Foot, Ceiling Attached To Rafters … |
| 513 | Table 2308.10.3(5) – continued |
| 514 | Table 2308.10.3(6) – Rafter Spans For Common Lumber species (Ground Snow Load = 50 Pounds Per Square Foot, Ceiling Attached To Rafters … |
| 515 | Table 2308.10.3(6) – continued |
| 517 | Table 2308.10.4.1 – Rafter Tie Connections |
| 518 | Table 2308.10.9 – Allowable Spans For 2-Inch Tongue-And-Groove Decking |
| 519 | Table 2308.10.9 – continued |
| 520 | Figure 2308.11.3.2 – Stepped Footing Connection Details |
| 521 | Figure 2308.11.3.3 – Openings In Horizontal Diaphragms |
| 522 | Table 2308.12.4 – Wall Brace In Seismic Design Categories D And E (Minimum Length Of Wall Bracing Per Each 25 Linear Feet Of Braced Wall Line) |
| 523 | Figure 2308.12.6(1) – Braced Wall Panels Out Of Plane Figure 2308.12.6(2) – Braced Wall Panels Supported By Catilever Or Set Back Figure 2308.12.6(3) – Floor OR Roof Not Supported On All Edges |
| 524 | Figure 2308.12.6(4) – Roof Or Floor Extension Beyond Braced Wall Line Figure 2308.12.6(5) – Braced Wall Panel Extension Over Opening Figure 2308.12.6(6) – Portions Of Floor Level Offset Vertically |
| 525 | Figure 2308.12.6(7) – Braced Wall Lines Not Perpendicular Figure 2308.12.6(8) – Opening Limitations For Floor And Roof Diaphragms |
| 527 | Chapter 24 – Glass And Glazing Section 2401 – General Section 2402 – Definitions Section 2403 – General Requirements For Glass Section 2404 – Wind, Snow, Seismic And Dead Loads On Glass |
| 528 | Table 2404.1 – C1 Factors For Vertical And sloped Glass [For Use With Figures 2404(1) Through 2404(12)] Equation 24-3 Equation 24-4 Equation 24-5 Equation 24-6 Equation 24-7 Table 2404.2 – C2 Factors For Sloped Glass [For Use With Figures 2404(1) Through 2404(12)] |
| 529 | Figure 2404(1) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges Figure 2404(2) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges |
| 530 | Figure 2403(3) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges Figure 2404(4) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges |
| 531 | Figure 2404(5) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges Figure 2404(6) – Maximum Allowable Load For Vertical And SLoped Rectangular Glass Supported On All Edges |
| 532 | Figure 2404(7) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges Figure 2404(8) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges |
| 533 | Figure 2404(9) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges Figure 2404(10) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges |
| 534 | Figure 2404(11) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges Figure 2404(12) – Maximum Allowable Load For Vertical And Sloped Rectangular Glass Supported On All Edges |
| 535 | Section 2405 – Sloped Glazing And Skylights |
| 536 | Section 2406 – Safety Glazing Table 2406.1 – Minimum Category Classification Of Glazing |
| 538 | Section 2407 – Glass In Handrails And Guards Section 2408 – Glazing In Athletic Facilities Section 2409 – Glass In Floors And Sidewalks Equation 24-11 Equation 24-12 Equation 24-13 Equation 24-14 Equation 24-15 |
| 541 | Chapter 25 – Gypsum Board And Plaster Section 2501 – General Section 2502 – Definitions Section 2503 – Inspection Section 2504 – Vertical And Horizontal Assemblies Section 2505 – Shear Wall Construction |
| 542 | Section 2506 – Gypsum Board Materials Table 2506.2 – Gypsum Board Materials And Accessories Section 2507 – Lathing And Plastering Table 2507.2 – Lath, Plastering Materials And Accessories Section 2508 – Gypsum Construction Table 2508.1 – Installation Of Gypsum Construction |
| 543 | Table 2508.5 – Shear Capacity For Horizontal Wood Framed Gypsum Board Diaphragm Ceiling Assemblies Section 2509 – Gypsum Board In Showers And Water Closets |
| 544 | Section 2510 – Lathing And Furring For Cement Plaster (Stucco) Section 2511 – Interior Plaster Table 2511.1 – Installation Of Plaster Construction |
| 545 | Section 2512 – Exterior Plaster Table 2512.6 – Cement Plasters Section 2513 – Exposed Aggregate Plaster |
| 547 | Chapter 26 – Plastic Section 2601 – General Section 2602 – Definitions Section 2603 – Foam Plastic Insulation |
| 550 | Section 2604 – Interior Finish And Trim Section 2605 – Plastic Veneer Section 2606 – Light-Transmitting Plastics |
| 551 | Section 2607 – Light-Transmitting Plastic Wall Panels |
| 552 | Table 2607.4 – Area Limitation And Separation Requirements For Light-Transmitting Plastic Wall Panels Section 2608 – Light-Transmitting Plastic Glazing Section 2609 – Light-Transmitting Plastic Roof Panels |
| 553 | Table 2609.4 – Area Limitations For Light-Transmitting Plastic Roof Panels Section 2610 – Light-Transmitting Plastic Skylight Glazing |
| 554 | Section 2611 – Light-Transmitting Plastic Interior Signs |
| 555 | Chapter 27 – Electrical Section 2701 – General [F] Section 2702 – Emergency And Standby Power Systems |
| 557 | Chapter 28 – Mechanical Systems Section 2801 – General |
| 559 | Chapter 29 – Plumbing Systems Section 2901 – General [P] Section 2902 – Minimum Plumbing Facilities Table 2902.1 – Minimum Number Of Required Plumbing Facilities |
| 560 | Table 2902.1 – continued |
| 561 | Table 2902.1 – continued |
| 563 | Chapter 30 – Elevators And Conveying Systems Section 3001 – General Section 3002 – Hoistway Enclosures [F] Section 3003 – Emergency Operations |
| 564 | Section 3004 – Hoistway Venting Section 3005 – Conveying Systems |
| 565 | Section 3006 – Machine Rooms |
| 567 | Chapter 31 – Special Construction Section 3101 – General Section 3102 – Membrane Structures |
| 568 | Section 3103 – Temporary Structures Section 3104 – Pedestrian Walkways And Tunnels |
| 569 | Section 3105 – Awnings And Canopies |
| 570 | Section 3106 – Marquees Section 3107 – Signs Section 3108 – Radio And Television Towers Section 3109 – Swimming Pool Enclosures And Safety Devices |
| 573 | Chapter 32 – Encroachments Into The Public Right-Of-Way Section 3201 – General Section 3202 – Encroachments |
| 575 | Chapter 33 – Safeguards During Construction Section 3301 – General Section 3302 – Construction Safeguards Section 3303 – Demolition Section 3304 – Site Work Section 3305 – Sanitary Section 3306 – Protection Of Pedestrians |
| 576 | Table 3306.1 – Protection Of Pedestrians |
| 577 | Section 3307 – Protection Of Adjoining Property Section 3308 – Temporary Use Of Streets, Alleys And Public Property Section 3309 – Fire Extinguishers Section 3310 – Exits [F] Section 3311 – Standpipes |
| 578 | [F] Section 3312 – Automatic Sprinkler Systems |
| 579 | Chapter 34 – Existing Structures [EB]Section 3401 – General [EB] Section 3402 – Definitions [EB] Section 3403 – Additiions, Alterations Or Repairs [EB] Section 3404 – Fire Escapes |
| 580 | [EB] Section 3405 – Glass Replacement [EB] Section 3406 – Change Of Occupancy [EB] Section 3407 – Historic Buildings [EB] Section 3408 – Moved Structures [EB] Section 3409 – Accessibility For Existing Buildings |
| 581 | Table 3409.7.5 – Ramps |
| 582 | [EB] Section 3410 – Compliance Alternatives |
| 583 | Equation 34-1 |
| 584 | Table 3409.6.3 – Compartmentation Values Equation 34-2 Equation 34-3 Table 3410.6.4 – Separation Values |
| 585 | Table 3410.6.5 – Corridor Wall Values Table 3410.6.6(1) – Vertical Opening Protection Value Table 3410.6.6(2) – Construction-Type Factor |
| 586 | Table 3410.6.8 – Automatic Fire Detection Values Table 3410.6.9 – Fire Alarm System Values Table 3410.6.10 – Smoke Control Values |
| 587 | Table 3410.6.11 – Means Of Egress Values Table 3410.6.12 – Dead-End Values |
| 588 | Table 3410.6.14 – Elevator Control Values Table 3410.6.15 – Means Of Egress Emergency Lighting Values Table 3410.6.16 – Mixed Occupancy Values Table 3410.6.17 – Sprinkler System Values |
| 589 | Table 3410.6.18 – Incidental Use Area Values Table 3410.8 – Mandatory Safety Scores |
| 590 | Table 3610.7 – Summary Sheet – Building Code Table 3410.9 – Evaluation Formulas |
| 591 | Chapter 35 – Referenced Standards |
| 609 | Appendix A – Employee Qualifications Section A101 – Building Official Qualifications Section A102 – Referenced Standards |
| 611 | Appendix B – Board Of Appeals Section B101 – General |
| 613 | Appendix C – Group U – Agriculture 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 |
| 615 | Appendix D – Fire Districts Section D101 – General Section D102 – Building Restrictions |
| 616 | Section D103 – Changes To Buildings Section D104 – Buildings Located Partially In The Fire District Section D105 – Exceptions To Restrictions In Fire District |
| 617 | Section D106 – Referenced Standards |
| 619 | Appendix E – Supplementary Accessibility Requirements Section E101 – General Section E102 – Definitions Section E103 – Accessible Route Section E104 – Special Occupancies |
| 620 | Table E104.3.1 – Dwelling Or Sleeping Units With Accessible Communication Features Section E105 – Other Features And Facilities Section E106 – Telephones |
| 621 | Table E106.2 – Wheelchair-Accessible Telephones Section E107 – Signage |
| 622 | Section E108 – Bus Stops Section E109 – Transportation Facilities And Stations |
| 623 | Section E110 – Airports Section E111 – Qualified Historic Buildings And Facilities |
| 624 | Section E112 – Referenced Standards |
| 625 | Appendix F – Rodent Proofing Section F101 – General |
| 627 | Appendix G – Flood-Resistant Construction Section G101 – Administration Section G102 – Applicability Section G103 – Powers And Duties |
| 628 | Section G104 – Permits Section G105 – Variances |
| 629 | Section G201 – Definitons |
| 630 | Section G301 – Subdivisions Section G401 – Site Improvement Section G501 – Manufactured Homesu Section G601 – Recreational Vehicles Section 701 – Tanks |
| 631 | Section G702 – Referenced Standards |
| 633 | Appendix H – Signs Section H101 – General Section H102 – Definitions Section H103 – Location Section H104 – Identification Section H105 – Design And Construction |
| 634 | Section H106 – Electrical Section H107 – Combustible Materials Section H108 – Animated Devices Section H109 – Ground Signs |
| 635 | Section H110 – Roof Signs Section H111 – Wall Signs Section H112 – Projecting Signs |
| 636 | Section H113 – Marquee Signs Section H114 – Portable Signs Table 4-A – Size, Thickness And Type Of Glass Panels In Signs Table 4-B – Thickness Of Projection Sign Section H115 – Referenced Standards |
| 637 | Appendix I – Patio Covers Section I101- General Section I102 – Definitions Section I103 – Exterior Openings Section I104 – Structural Provisions |
| 639 | Appendix J – Grading Section J101 – General Section J102 – Definitions Section J103 – Permits Required Section J104 – Permit Application And Submittals |
| 640 | Section J105 – Inspections Section J106 – Excavations Section J107 – Fills Figure J107.3 – Benching Details |
| 641 | Section J108 – Setbacks Figure J108.1 – Drainage Dimensions Section J109 – Drainage And Terracing |
| 642 | Section J110 – Erosion Control Section J111 – Referenced Standards |
| 643 | Index |
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