{"id":120185,"date":"2024-10-19T04:15:11","date_gmt":"2024-10-19T04:15:11","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-international-building-code-ibc-2003\/"},"modified":"2024-10-24T22:48:58","modified_gmt":"2024-10-24T22:48:58","slug":"icc-international-building-code-ibc-2003","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-international-building-code-ibc-2003\/","title":{"rendered":"ICC International Building Code (IBC) 2003"},"content":{"rendered":"

Structural and fire- and life-safety provisions covering seismic, wind, accessibility, egress, occupancy, roofs, and more!<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nCopyright <\/td>\n<\/tr>\n
3<\/td>\nPreface <\/td>\n<\/tr>\n
5<\/td>\nSample Ordinance <\/td>\n<\/tr>\n
7<\/td>\nTable of Contents <\/td>\n<\/tr>\n
13<\/td>\nChapter 1 – Administration
Section 101 – General
Section 102 – Applicability <\/td>\n<\/tr>\n
14<\/td>\nSection 103 – Department of Building Safety
Section 104 – Duties and Powers of Building Official <\/td>\n<\/tr>\n
15<\/td>\nSection 105 – Permits <\/td>\n<\/tr>\n
17<\/td>\nSection 106 – Construction Documents <\/td>\n<\/tr>\n
18<\/td>\nSection 107 – Temporary Structures and Uses
Section 108 – Fees <\/td>\n<\/tr>\n
19<\/td>\nSection 109 – Inspections
Section 110 – Certificate of Occupancy <\/td>\n<\/tr>\n
20<\/td>\nSection 111 – Service Utilities
Section 112 – Board of Appeals
Section 113 – Violations <\/td>\n<\/tr>\n
21<\/td>\nSection 114 – Stop Work Order
Section 115 – Unsafe Structures and Equipment <\/td>\n<\/tr>\n
23<\/td>\nChapter 2 – Definitions
Section 201 – General
Section 202 – Definitions <\/td>\n<\/tr>\n
35<\/td>\nChapter 3 – Use and Occupancy Classification
Section 301 – General
Section 302 – Classification
Table 302.1.1 – Incidental Use Areas <\/td>\n<\/tr>\n
36<\/td>\nSection 303 – Assembly Group A <\/td>\n<\/tr>\n
37<\/td>\nTable 302.3.2 <\/td>\n<\/tr>\n
38<\/td>\nSection 304 – Business Group B
Section 305 – Educational Group E
Section 306 – Factory Group F <\/td>\n<\/tr>\n
39<\/td>\nSection 307 – High-Hazard Group H <\/td>\n<\/tr>\n
40<\/td>\nTable 307.7(1) – Maximum Allowable Quantity Per Control Area Of Hazardous Materials Posing A Physical Hazard <\/td>\n<\/tr>\n
42<\/td>\nTable 307.7(2) – Maximumm Allowable Quantity Per Control Area Of Hazardous Material Posing A Health Hazard <\/td>\n<\/tr>\n
46<\/td>\nSection 308 – Institutional Group I <\/td>\n<\/tr>\n
48<\/td>\nSection 309 – Mercantile Group M
Section 310 – Residential Group R
Section 311 – Storage Group S <\/td>\n<\/tr>\n
49<\/td>\nSection 312 – Utility and Miscellaneous Group U <\/td>\n<\/tr>\n
51<\/td>\nChapter 4 – Special Detailed Requirements Based on Use and Occupancy
Section 401 – Scope
Section 402 – Covered Mall Buildings
Equation 4-1 <\/td>\n<\/tr>\n
53<\/td>\nSection 403 – High-Rise Buildings <\/td>\n<\/tr>\n
55<\/td>\nSection 404 – Atriums
Section 405 – Underground Buildings <\/td>\n<\/tr>\n
56<\/td>\nSection 406 – Motor-Vehicle-Related Occupancies <\/td>\n<\/tr>\n
58<\/td>\nTable 406.3.5 – Open Parking Garages Area And Height <\/td>\n<\/tr>\n
60<\/td>\nSection 407 – Group I-2 <\/td>\n<\/tr>\n
61<\/td>\nSection 408 – Group I-3 <\/td>\n<\/tr>\n
62<\/td>\nSection 409 – Motion Picture Projection Rooms <\/td>\n<\/tr>\n
63<\/td>\nSection 410 – Stages and Platforms <\/td>\n<\/tr>\n
65<\/td>\nSection 411 – Special Amusement Buildings <\/td>\n<\/tr>\n
66<\/td>\nSection 412 – Aircraft-Related Occupancies
Table 412.1.2 – Height And Area Limitations For Airport Traffic Control Towers <\/td>\n<\/tr>\n
67<\/td>\nSection 413 – Combustible Storage <\/td>\n<\/tr>\n
68<\/td>\nSection 414 – Hazardous Materials <\/td>\n<\/tr>\n
69<\/td>\nTable 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 <\/td>\n<\/tr>\n
70<\/td>\nTable 414.5.1 – Explosion Control Requirements <\/td>\n<\/tr>\n
71<\/td>\nSection 415 – Groups H-1, H-2, H-3, H-4 and H-5 <\/td>\n<\/tr>\n
74<\/td>\nTable 415.3.1 – Minimum Separation Distances For Buildings Containing Explosive Materials <\/td>\n<\/tr>\n
76<\/td>\nTable 415.3.2 – Required Detached Storage <\/td>\n<\/tr>\n
79<\/td>\nTable 415.9.2.1.1 – Quanitity Limits For Hazardous Materials In A Single Fabrication Area In Group H-5 <\/td>\n<\/tr>\n
83<\/td>\nSection 416 – Application of Flammable Finishes <\/td>\n<\/tr>\n
84<\/td>\nSection 417 – Drying Rooms
Section 418 – Organic Coatings <\/td>\n<\/tr>\n
85<\/td>\nChapter 5 – General Building Heights and Areas
Section 501 – General
Section 502 – Definitions
Section 503 – General Height and Area Limitations <\/td>\n<\/tr>\n
86<\/td>\nTable 503 – Allowable Height And Building Areas <\/td>\n<\/tr>\n
87<\/td>\nSection 504 – Height Modifications
Section 505 – Mezzanines <\/td>\n<\/tr>\n
88<\/td>\nSection 506 – Area Modifications
Equation 5-1
Equation 5-2
Section 507 – Unlimited Area Buildings <\/td>\n<\/tr>\n
89<\/td>\nSection 508 – Special Provisions <\/td>\n<\/tr>\n
93<\/td>\nChapter 6 – Types of Construction
Section 601 – General
Section 602 – Construction Classification <\/td>\n<\/tr>\n
94<\/td>\nSection 603 – Combustible Material in Type I and II Construction <\/td>\n<\/tr>\n
95<\/td>\nTable 601 – Fire-Resistance Rating Requirements For Building Elements (hours)
Table 602 – Fire-Resistance Rating Requirements For Exterior Walls Based On Fire Separation Distance <\/td>\n<\/tr>\n
97<\/td>\nChapter 7 – Fire-Resistance-Rated Construction
Section 701 – General
Section 702 – Definitions <\/td>\n<\/tr>\n
98<\/td>\nSection 703 – Fire-Resistance Ratings and Fire Tests <\/td>\n<\/tr>\n
99<\/td>\nSection 704 – Exterior Walls
Equation 7-1 <\/td>\n<\/tr>\n
100<\/td>\nFigure 704.7 – Equivalent Opening Factor
Equation 7-2 <\/td>\n<\/tr>\n
101<\/td>\nTable 704.8 – Maximum Area Of Exterior Wall Openings <\/td>\n<\/tr>\n
102<\/td>\nSection 705 – Fire Walls
Table 705.4 – Fire Wall Fire-Resistance Ratings <\/td>\n<\/tr>\n
104<\/td>\nSection 706 – Fire Barriers
Table 706.3.7 – Fire-Resistance Rating Requirements For Fire Barrier Assemblies Between Fire Areas <\/td>\n<\/tr>\n
105<\/td>\nSection 707 – Shaft Enclosures <\/td>\n<\/tr>\n
107<\/td>\nSection 708 – Fire Partitions <\/td>\n<\/tr>\n
108<\/td>\nSection 709 – Smoke Barriers
Section 710 – Smoke Partitions
Section 711 – Horizontal Assemblies <\/td>\n<\/tr>\n
109<\/td>\nSection 712 – Penetrations <\/td>\n<\/tr>\n
111<\/td>\nSection 713 – Fire-Resistant Joint Systems
Section 714 – Fire-Resistance Rating of Structural Members <\/td>\n<\/tr>\n
112<\/td>\nSection 715 – Opening Protectives <\/td>\n<\/tr>\n
113<\/td>\nTable 715.3 – Fire Door And Fire-Shutter Fire Protection Ratings <\/td>\n<\/tr>\n
115<\/td>\nTable 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 <\/td>\n<\/tr>\n
116<\/td>\nTable 716.3.1 – Fire Damper Rating <\/td>\n<\/tr>\n
119<\/td>\nSection 717 – Concealed Spaces <\/td>\n<\/tr>\n
120<\/td>\nSection 718 – Fire-Resistance Requirements for Plaster <\/td>\n<\/tr>\n
121<\/td>\nSection 719 – Thermal- and Sound-Insulating Materials
Section 720 – Prescriptive Fire Resistance <\/td>\n<\/tr>\n
122<\/td>\nSection 721 – Calculated Fire Resistance <\/td>\n<\/tr>\n
123<\/td>\nTable 720.1(1) – Minimum Protection Of Structural Parts Based On Time Periods For Various Noncombustible Insulating Materials <\/td>\n<\/tr>\n
127<\/td>\nTable 720.1(2) – Rated Fire-Resistance Periods For Various Walls And Partitions <\/td>\n<\/tr>\n
134<\/td>\nTable 720.1(3) – Minimum Protection For Floor And Roof Systems <\/td>\n<\/tr>\n
140<\/td>\nTable 721.2.1.1 – Minimum Equivalent Thickness Of Cast-In-Place Or PRecast Concrete Walls, Load-Bearing Or Nonload-Bearing
Equation 7-3 <\/td>\n<\/tr>\n
141<\/td>\nEquation 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 <\/td>\n<\/tr>\n
142<\/td>\nTable 721.2.1.2(2) – Fire-Resistance Ratings Based On R0.59
Figure 721.2.1.3.1 – Ceramic Fiber Joint Protection <\/td>\n<\/tr>\n
143<\/td>\nTable 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 <\/td>\n<\/tr>\n
144<\/td>\nEquation 7-5
Figure 721.2.2.1.3 – Slabs With ribbed Or Undulating Soffits
Figure 721.2.2.2 – Fire-Resistance Ratings For Two-Course Concrete Floors
Figure 721.2.2.3(1) – Fire-Resistance Ratings For Concrete Roof Assemblies <\/td>\n<\/tr>\n
145<\/td>\nFigure 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) <\/td>\n<\/tr>\n
146<\/td>\nTable 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 <\/td>\n<\/tr>\n
147<\/td>\nTable 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 <\/td>\n<\/tr>\n
148<\/td>\nTable 721.3.2 – Minimum Equivalent Thickness (inches) Of Bearing Or Nonbearing Concrete Masonry Walls <\/td>\n<\/tr>\n
149<\/td>\nEquation 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 <\/td>\n<\/tr>\n
150<\/td>\nTable 721.4.1(2) – Fire-Resistance Ratings For Bearing Steel Frame Brick Veneer Walls Or Partitions
Equation 7-9
Euqation 7-10 <\/td>\n<\/tr>\n
151<\/td>\nTable 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 <\/td>\n<\/tr>\n
152<\/td>\nFigure 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 <\/td>\n<\/tr>\n
153<\/td>\nFigure 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 <\/td>\n<\/tr>\n
154<\/td>\nEquation 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 <\/td>\n<\/tr>\n
155<\/td>\nTable 721.5.1(1) – W\/D Ratios For Steel Columns <\/td>\n<\/tr>\n
156<\/td>\nTable 721.5.1(2) – Properties Of Concrete
Table 721.5.1(3) – Thermal Conductivity Of Concrete Or Clay Masonry Units <\/td>\n<\/tr>\n
157<\/td>\nTable 721.5.1(4) – Weight-To-Heated-Perimeter Ratios (W\/D) For Typical Wide Flange Beam And Girder Shapes <\/td>\n<\/tr>\n
159<\/td>\nTable 721.5.1(5) – Fire Resistance Of Concrete Masonry Protected Steel Columns <\/td>\n<\/tr>\n
161<\/td>\nTable 721.5.1(6) – Fire Resistance Of Clay Masonry Protected Steel Columns <\/td>\n<\/tr>\n
162<\/td>\nTable 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)] <\/td>\n<\/tr>\n
163<\/td>\nTable 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)] <\/td>\n<\/tr>\n
164<\/td>\nFigure 721.5.2 – Determination Of The Heated Perimeter Of Structural Steel Beams And Girders
Equation 7-17 <\/td>\n<\/tr>\n
165<\/td>\nTable 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 <\/td>\n<\/tr>\n
166<\/td>\nTable 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 <\/td>\n<\/tr>\n
167<\/td>\nFigure 721.6.3(2) – Effective Length Factors <\/td>\n<\/tr>\n
169<\/td>\nChapter 8 – Interior Finishes
Section 801 – General
Section 802 – Definitions
Section 803 – Wall and Ceiling Finishes <\/td>\n<\/tr>\n
171<\/td>\nTable 803.5 – Interior Wall And Ceiling Finish Requirements By Occupancy <\/td>\n<\/tr>\n
172<\/td>\nSection 804 – Interior Floor Finish
Section 805 – Decorations and Trim <\/td>\n<\/tr>\n
175<\/td>\nChapter 9 – Fire Protection Systems
Section 901 – General
Section 902 – Definitions <\/td>\n<\/tr>\n
178<\/td>\nSection 903 – Automatic Sprinkler Systems <\/td>\n<\/tr>\n
179<\/td>\nTable 903.2.4.2 – Group H-5 Sprinkler Design Criteria <\/td>\n<\/tr>\n
180<\/td>\nTable 903.2.13 – Additional Required Suppression Systems <\/td>\n<\/tr>\n
182<\/td>\nSection 904 – Alternative Automatic Fire-Extinguishing Systems <\/td>\n<\/tr>\n
183<\/td>\nSection 905 – Standpipe Systems <\/td>\n<\/tr>\n
185<\/td>\nSection 906 – Portable Fire Extinguishers
Section 907 – Fire Alarm And Detection Systems <\/td>\n<\/tr>\n
192<\/td>\nTable 907.9.1.3 – Visable And Audible Alarms
Section 908 – Emergency Alarm Systems <\/td>\n<\/tr>\n
193<\/td>\nSection 909 – Smoke Control Systems <\/td>\n<\/tr>\n
195<\/td>\nEquation 9-1
Equation 9-2
Equation 9-3
Equation 9-4 <\/td>\n<\/tr>\n
196<\/td>\nEquation 9-5
Equation 9-6
Equation 9-7
Equation 9-8
Equation 9-9 <\/td>\n<\/tr>\n
201<\/td>\nSection 910 – Smoke and Heat Vents <\/td>\n<\/tr>\n
202<\/td>\nTable 910.3 – Requirements For Draft Curtains And Smoke And Heat Vents
Equation 9-10 <\/td>\n<\/tr>\n
203<\/td>\nSection 911 – Fire Command Center <\/td>\n<\/tr>\n
205<\/td>\nChapter 10 – Means of Egress
Section 1001 – Administration
Section 1002 – Definitions <\/td>\n<\/tr>\n
206<\/td>\nSection 1003 – General Means of Egress <\/td>\n<\/tr>\n
207<\/td>\nSection 1004 – Occupant Load
Table 1004.1.2 – Maximum Floor Area Allowances Per Occupant <\/td>\n<\/tr>\n
208<\/td>\nSection 1005 – Egress Width
Table 1005.1 – Egress Width Per Occupant Served <\/td>\n<\/tr>\n
209<\/td>\nSection 1006 – Means of Egress Illumination
Section 1007 – Accesible Means of Egress <\/td>\n<\/tr>\n
211<\/td>\nSection 1008 – Doors, Gates and Turnstiles <\/td>\n<\/tr>\n
212<\/td>\nTable 1008.1.3.1 – Revolving Door Speeds <\/td>\n<\/tr>\n
216<\/td>\nSection 1009 – Stairways and Handrails <\/td>\n<\/tr>\n
218<\/td>\nSection 1010 – Ramps <\/td>\n<\/tr>\n
219<\/td>\nSection 1011 – Exit Signs <\/td>\n<\/tr>\n
220<\/td>\nSection 1012 – Guards <\/td>\n<\/tr>\n
221<\/td>\nSection 1013 – Exit Access <\/td>\n<\/tr>\n
222<\/td>\nSection 1014 – Exit and Exit Access Doorways
Table 1014.1 – Spaces And Means Of Egress <\/td>\n<\/tr>\n
223<\/td>\nSection 1015 – Exit Access Travel Distance <\/td>\n<\/tr>\n
224<\/td>\nSection 1016 – Corridors
Table 1016.1 – Corridor Fire-Resistance Rating <\/td>\n<\/tr>\n
225<\/td>\nSection 1017 – Exits
Section 1018 – Number of Exits and Continuity <\/td>\n<\/tr>\n
226<\/td>\nTable 1018.1 – Minimum Number Of Exits For Occupant Load
Table 1018.2 – Buildings With One Exit
Section 1019 – Vertical Exit Enclosures <\/td>\n<\/tr>\n
228<\/td>\nSection 1020 – Exit Passageways
Section 1021 – Horizontal Exits <\/td>\n<\/tr>\n
229<\/td>\nSection 1022 – Exterior Exit Ramps and Stairways
Section 1023 – Exit Discharge <\/td>\n<\/tr>\n
231<\/td>\nSection 1024 – Assembly <\/td>\n<\/tr>\n
232<\/td>\nTable 1024.6.2 – Width Of Aisles For Smoke-Protected Assembly <\/td>\n<\/tr>\n
233<\/td>\nTable 1024.10.1 – Smoke-Protected Assembly Aisle Accessways <\/td>\n<\/tr>\n
235<\/td>\nSection 1025 – Emergency Escape and Rescue <\/td>\n<\/tr>\n
237<\/td>\nChapter 11 – Accessibility
Section 1101 – General
Section 1102 – Definitions
Section 1103 – Scoping Requirements <\/td>\n<\/tr>\n
238<\/td>\nSection 1104 – Accessible Route <\/td>\n<\/tr>\n
239<\/td>\nSection 1105 – Accessible Entrances <\/td>\n<\/tr>\n
240<\/td>\nSection 1106 – Parking and Passenger Loading Facilities
Table 1106.1 – Accessible Parking Spaces
Section 1107 – Dwelling Units and Sleeping Units <\/td>\n<\/tr>\n
242<\/td>\nTable 1107.6.1.1 – Accessible Dwelling And Sleeping Units <\/td>\n<\/tr>\n
243<\/td>\nSection 1108 – Special Occupancies <\/td>\n<\/tr>\n
244<\/td>\nTable 1108.2.2.1 – Accessible Wheelchair Spaces
Table 1108.2.7.1 – Receivers For Assistive Listening Systems <\/td>\n<\/tr>\n
245<\/td>\nTable 1108.3 – Accessible Self-Service Storage Facilities
Section 1109 – Other Features and Facilities <\/td>\n<\/tr>\n
247<\/td>\nTable 1109.12.2 – Accessible Check-Out Aisles <\/td>\n<\/tr>\n
248<\/td>\nSection 1110 – Signage <\/td>\n<\/tr>\n
251<\/td>\nChapter 12 – Interior Environment
Section 1201 – General
Section 1202 – Definitions
Section 1203 – Ventilation <\/td>\n<\/tr>\n
252<\/td>\nSection 1204 – Temperature Control
Section 1205 – Lighting <\/td>\n<\/tr>\n
253<\/td>\nSection 1206 – Yards or Courts
Section 1207 – Sound Transmission
Section 1208 – Interior Space Dimensions <\/td>\n<\/tr>\n
254<\/td>\nSection 1209 – Access to Unoccupied Spaces
Section 1210 – Surrounding Materials <\/td>\n<\/tr>\n
255<\/td>\nChapter 13 – Energy Efficiency
Section 1301 – General <\/td>\n<\/tr>\n
257<\/td>\nChapter 14 – Exterior Walls
Section 1401 – General
Section 1402 – Definitions
Section 1403 – Performance Requirements <\/td>\n<\/tr>\n
258<\/td>\nSection 1404 – Materials
Section 1405 – Installation of Wall Coverings <\/td>\n<\/tr>\n
259<\/td>\nTable 1405.2 – Minimum Thickness Of Weather Coverings <\/td>\n<\/tr>\n
262<\/td>\nSection 1406 – Cumbustible MAterials on the Exterior Side of Exterior Walls <\/td>\n<\/tr>\n
263<\/td>\nTable 1406.2.1.2 – Minimum Fire Separation For Combustible Veneers
Section 1407 – Metal Composite Materials (MCM) <\/td>\n<\/tr>\n
265<\/td>\nChapter 15 – Roof Assemblies and Rooftop Structures
Section 1501 – General
Section 1502 – Definitons
Section 1503 – Weather Protection <\/td>\n<\/tr>\n
266<\/td>\nSection 1504 – Performance Requirements
Section 1505 – Fire Classification
Table 1505.1 – Minimum Roof Covering Classification For Types Of Construction <\/td>\n<\/tr>\n
267<\/td>\nSection 1506 – Materials
Section 1507 – Requirements For Roof Coverings <\/td>\n<\/tr>\n
268<\/td>\nTable 1507.2 – Asphalt Shingle Application <\/td>\n<\/tr>\n
269<\/td>\nTable 1507.2.9.2 – Valley Lining Material
Table 1507.3.5 – Transverse Breaking Strength Of Concrete Roof Tile (lb.s) <\/td>\n<\/tr>\n
270<\/td>\nTable 1507.3.7 – Clay And Concrete Tile Attachments <\/td>\n<\/tr>\n
271<\/td>\nTable 1507.4.3 – Metal Roof Coverings <\/td>\n<\/tr>\n
272<\/td>\nTable 1507.7.5 – Slate Shingle Headlap <\/td>\n<\/tr>\n
273<\/td>\nTable 1507.8 – Wood Shingle And Shake Shingle Installation <\/td>\n<\/tr>\n
274<\/td>\nTable 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 <\/td>\n<\/tr>\n
275<\/td>\nTable 1507.9.7 – Wood Shake Weather Exposure And Roof Slope
Table 1507.10.2 – Built-Up Roofing Material Standards <\/td>\n<\/tr>\n
276<\/td>\nSection 1508 – Roof Insulation
Section 1509 – Rooftop Structures <\/td>\n<\/tr>\n
277<\/td>\nSection 1510 – Reroofing <\/td>\n<\/tr>\n
279<\/td>\nChapter 16 – Structural Design
Section 1601 – General
Section 1602 – Definitons <\/td>\n<\/tr>\n
281<\/td>\nSection 1603 – Construction Documents <\/td>\n<\/tr>\n
282<\/td>\nSection 1604 – General Design Requirements <\/td>\n<\/tr>\n
283<\/td>\nTable 1604.3 – Deflection Limit <\/td>\n<\/tr>\n
284<\/td>\nTable 1604.5 – Classification Of Building And Other Structures For Importance Factors <\/td>\n<\/tr>\n
285<\/td>\nSection 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 <\/td>\n<\/tr>\n
286<\/td>\nEquation 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 <\/td>\n<\/tr>\n
287<\/td>\nTable 1607.1 – Minimum Uniformly Distributed Live Load And Minimum Concentrated Live Load <\/td>\n<\/tr>\n
288<\/td>\nTable 1607.6 – Uniform And Concentrated Loads <\/td>\n<\/tr>\n
289<\/td>\nEquation 16-21
Table 1607.9.1 – Live Load Element Factor, KLL
Equation 16-22 <\/td>\n<\/tr>\n
290<\/td>\nEquation 16-23
Equation 16-24
Equation 16-25
Equation 16-26
Equation 16-27
Equation 16-28
Equation 16-29
Equation 16-30 <\/td>\n<\/tr>\n
291<\/td>\nSection 1608 – Snow Loads
Table 1608.2 – Ground Loads, Pg For Alaskan Locations <\/td>\n<\/tr>\n
292<\/td>\nFigure 1608.2 – Ground Snow Loads, Pg, For The United States (psf) <\/td>\n<\/tr>\n
293<\/td>\nFigure 1608.2 – continued <\/td>\n<\/tr>\n
294<\/td>\nTable 1608.3.1 – Snow Exposure Factor, Ce
Table 1608.3.2 – Thermal Factor, Ct <\/td>\n<\/tr>\n
295<\/td>\nSection 1609 – Wind Loads
Table 1609.1.4 – Wind-Borne Debris Protection Fastening Schedule For Wood Structural Panels <\/td>\n<\/tr>\n
296<\/td>\nFigure 1609 – Basic Wind Speed (3-second gust) <\/td>\n<\/tr>\n
297<\/td>\nFigure 1609 – continued <\/td>\n<\/tr>\n
298<\/td>\nFigure 1609 – contined <\/td>\n<\/tr>\n
299<\/td>\nFigure 1609 – continued <\/td>\n<\/tr>\n
300<\/td>\nFigure 1609 – continued <\/td>\n<\/tr>\n
301<\/td>\nEquation 16-31
Equation 16-32
Equation 16-33 <\/td>\n<\/tr>\n
302<\/td>\nTable 1609.3.1 – Equivalent Basic Wind Speed <\/td>\n<\/tr>\n
303<\/td>\nEquation 16-34
Equation 16-35 <\/td>\n<\/tr>\n
304<\/td>\nFigure 1609.6.2.1 – Main Windforce Loading Diaphram <\/td>\n<\/tr>\n
305<\/td>\nFigure 1609.6.2.2 – Component And Cladding Pressure <\/td>\n<\/tr>\n
306<\/td>\nTable 1609.6.2.1(1) – Simplified Design Wind Pressure (Main Windforce-Resisting System) (Exposure B at h = 30 feet with Ig =1.0) (psf) <\/td>\n<\/tr>\n
307<\/td>\nTable 1609.6.2.1(1) – continued <\/td>\n<\/tr>\n
308<\/td>\nTable 1609.6.2.1(2) – Net Design Wind Pressure (Component And Cladding), P net30 (Exposure B at h = 30 feet with Ig = 1.0) <\/td>\n<\/tr>\n
309<\/td>\nTable 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 <\/td>\n<\/tr>\n
310<\/td>\nEquation 16-36
Section 1610 – Soil Lateral Load
Section 1611 – Rain Loads
Equation 16-37 <\/td>\n<\/tr>\n
311<\/td>\nTable 1610.1 – Soil Lateral Load
Section 1612 – Flood Loads <\/td>\n<\/tr>\n
313<\/td>\nSection 1613 – Earthquake Loads Definitions <\/td>\n<\/tr>\n
314<\/td>\nSection 1614 – Earthquake Loads – General <\/td>\n<\/tr>\n
315<\/td>\nSection 1615 – Earthquake Loads – Site Ground Motion <\/td>\n<\/tr>\n
316<\/td>\nFigure 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 <\/td>\n<\/tr>\n
317<\/td>\nFigure 1615(1) – continued <\/td>\n<\/tr>\n
318<\/td>\nFigure 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 <\/td>\n<\/tr>\n
319<\/td>\nFigure 1615(2) – continued <\/td>\n<\/tr>\n
320<\/td>\nFigure 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 <\/td>\n<\/tr>\n
321<\/td>\nFigure 1615(3) – continued <\/td>\n<\/tr>\n
322<\/td>\nFigure 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 <\/td>\n<\/tr>\n
323<\/td>\nFigure 1615(4) – continued <\/td>\n<\/tr>\n
324<\/td>\nFigure 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 <\/td>\n<\/tr>\n
325<\/td>\nFigure 1615(5) – continued <\/td>\n<\/tr>\n
326<\/td>\nFigure 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 <\/td>\n<\/tr>\n
327<\/td>\nFigure 1615(6) – continued <\/td>\n<\/tr>\n
328<\/td>\nFigure 1615(7) – Maximum Considered Earthquake Ground Motion For Alaska Of 0.2 SEC Spectral Response Acceleration (5 Percent Of Critical Damping), Site Class B <\/td>\n<\/tr>\n
329<\/td>\nFigure 1615(7) – continued <\/td>\n<\/tr>\n
330<\/td>\nFigure 1615(8) – Maximum Considerd Earthquake Ground Motion For Hawaii Of 0.2 SEC Spectral Response Acceleration (5 Percent Of Critical Damping), Site Class B <\/td>\n<\/tr>\n
331<\/td>\nFigure 1615(8) – continued <\/td>\n<\/tr>\n
332<\/td>\nFigure 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 <\/td>\n<\/tr>\n
333<\/td>\nFigure 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 <\/td>\n<\/tr>\n
334<\/td>\nEquation 16-38
Equation 16-39
Equation 16-40
Equation 16-41
Table 1615.1.1 – Site Class Definitions <\/td>\n<\/tr>\n
335<\/td>\nTable 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 <\/td>\n<\/tr>\n
336<\/td>\nEquation 16-44
Equation 16-45
Equation 16-46
Equation 16-47
Table 1615.1.5 – Site Classification <\/td>\n<\/tr>\n
337<\/td>\nFigure 1615.2.2 – Deterministic Limit On Maximum Considered Earthquake Response Spectrum
Section 1616 – Earthquake Loads – Criteria Selection <\/td>\n<\/tr>\n
338<\/td>\nTable 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 <\/td>\n<\/tr>\n
340<\/td>\nTable 1616.5.1.1 – Plan Structural Irregularities
Table 1616.5.1.2 – Vertical Structural Irregularities <\/td>\n<\/tr>\n
341<\/td>\nSection 1617 – Earthquake Loads – Minimum Design Lateral Force And Related Effects
Equation 16-50
Equation 16-51
Equation 16-52
Equation 16-53 <\/td>\n<\/tr>\n
342<\/td>\nEquation 16-54 <\/td>\n<\/tr>\n
343<\/td>\nEquation 16-55
Equation 16-56 <\/td>\n<\/tr>\n
344<\/td>\nTable 1617.3.1 – Allowable Story Drift
Equation 16-57 <\/td>\n<\/tr>\n
346<\/td>\nTable 1617.6.2 – Design Coefficients And Factors For Basic Seismic-Force-Resisting Systems <\/td>\n<\/tr>\n
347<\/td>\nTable 1617.6.2 – continued <\/td>\n<\/tr>\n
348<\/td>\nTable 1617.6.2 – continued <\/td>\n<\/tr>\n
349<\/td>\nTable 1617.6.2 – continued <\/td>\n<\/tr>\n
350<\/td>\nSection 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 <\/td>\n<\/tr>\n
351<\/td>\nEquation 16-58
Equation 16-59
Equation 16-60 <\/td>\n<\/tr>\n
352<\/td>\nEquation 16-61
Equation 16-62 <\/td>\n<\/tr>\n
353<\/td>\nEquation 16-63
Equation 16-64 <\/td>\n<\/tr>\n
354<\/td>\nSection 1621 – Artificial, Mechanical And Electrical Component Seismic Design Requirements
Section 1622 – Nonbuilding Structures Seismic Design Requirements <\/td>\n<\/tr>\n
355<\/td>\nSection 1623 – Seismically Isolated Structures <\/td>\n<\/tr>\n
357<\/td>\nChapter 17 – Structural Tests And Special Inspections
Section 1701 – General
Section 1702 – Definitions
Section 1703 – Approvals <\/td>\n<\/tr>\n
358<\/td>\nSection 1704 – Special Inspections <\/td>\n<\/tr>\n
360<\/td>\nTable 1704.3 – Required Verification And Inspection Of Steel Construction <\/td>\n<\/tr>\n
361<\/td>\nTable 1704.4 – Required Verification And Inspection Of Concrete Construction <\/td>\n<\/tr>\n
363<\/td>\nTable 1704.5.1 – Level 1 Special Inspection <\/td>\n<\/tr>\n
364<\/td>\nTable 1704.5.3 – Level 2 Special Inspection <\/td>\n<\/tr>\n
365<\/td>\nSection 1705 – Seismic Resistance <\/td>\n<\/tr>\n
366<\/td>\nSection 1706 – Quality Assurance For Wind Requirements <\/td>\n<\/tr>\n
367<\/td>\nSection 1707 – Special Inspections For Seismic Resistance <\/td>\n<\/tr>\n
368<\/td>\nSection 1708 – Structural Testing For Seismic Resistance
Table 1708.1.2 – Level 1 Quality Assurance
Table 1708.1.4 – Level 2 Quality Assurance <\/td>\n<\/tr>\n
369<\/td>\nSection 1709 – Structural Observations
Section 1710 – Design Strengths Of Materials
Section 1711 – Alternative Test Procedure
Section 1712 – Test Safe Load <\/td>\n<\/tr>\n
370<\/td>\nSection 1713 – In-Situ Load Tests
Section 1714 – Preconstruction Load Tests <\/td>\n<\/tr>\n
371<\/td>\nSection 1715 – Material And Test Standards <\/td>\n<\/tr>\n
373<\/td>\nChapter 18 – Soils And Foundations
Section 1801 – General
Section 1802 – Foundation And Soils Investigations <\/td>\n<\/tr>\n
374<\/td>\nSection 1803 – Excavation, Grading And Fill <\/td>\n<\/tr>\n
375<\/td>\nSection 1804 – Allowable Load-Bearing Values Of Soils
Table 1804.2 – Allowable Foundation And Lateral Pressure <\/td>\n<\/tr>\n
376<\/td>\nSection 1805 – Footings And Foundations <\/td>\n<\/tr>\n
377<\/td>\nFigure 1805.3.1 – Foundation Clearances From Slopes <\/td>\n<\/tr>\n
378<\/td>\nTable 1805.4.2 – Footings Supporting Walls Of Light-Frame Construction <\/td>\n<\/tr>\n
379<\/td>\nTable 1805.5(1) – Plain Masonry And Plain Concrete Foundation Walls <\/td>\n<\/tr>\n
380<\/td>\nTable 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 … <\/td>\n<\/tr>\n
381<\/td>\nTable 1805.5(4) – 13-Inch Concrete And Masonry Foundation Walls With Reinforcing Where … <\/td>\n<\/tr>\n
382<\/td>\nEquation 18-1 <\/td>\n<\/tr>\n
383<\/td>\nEquation 18-2
Equation 18-3 <\/td>\n<\/tr>\n
384<\/td>\nSection 1806 – Retaining Walls
Section 1807 – Dampproofing And Waterproofing <\/td>\n<\/tr>\n
385<\/td>\nSection 1808 – Pier And Pile Foundations <\/td>\n<\/tr>\n
390<\/td>\nSection 1809 – Driven Pile Foundations <\/td>\n<\/tr>\n
391<\/td>\nEquation 18-4 <\/td>\n<\/tr>\n
392<\/td>\nEquation 18-5
Equation 18-6
Equation 18-7
Equation 18-8
Equation 18-9
Equation 18-10 <\/td>\n<\/tr>\n
393<\/td>\nSection 1810 – Cast-In-Place Concrete Pile Foundations <\/td>\n<\/tr>\n
396<\/td>\nSection 1811 – Composite Piles <\/td>\n<\/tr>\n
397<\/td>\nSection 1812 – Pier Foundations <\/td>\n<\/tr>\n
399<\/td>\nChapter 19 – Concrete
Section 1901 – General
Section 1902 – Definitions <\/td>\n<\/tr>\n
400<\/td>\nSection 1903 – Specifications For Tests And Materials <\/td>\n<\/tr>\n
401<\/td>\nSection 1904 – Durability Requirements
Table 1904.2.1 – Total Air Content For Frost-Resistant Concrete <\/td>\n<\/tr>\n
402<\/td>\nFigure 1904.2.2 – Weathering Probability Map For Concrete
Table 1904.2.2(1) – Requirements For Special Exposure Conditions <\/td>\n<\/tr>\n
403<\/td>\nTable 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 <\/td>\n<\/tr>\n
404<\/td>\nTable 1904.4.1 – Maximum Chloride Ion Content For Corrosion Protection Of Reinforcement
Section 1905 – Concrete Quality, Mixing And Placing <\/td>\n<\/tr>\n
406<\/td>\nSection 1906 – Formwork, Embedded Pipes And Construction Joints <\/td>\n<\/tr>\n
407<\/td>\nSection 1907 – Details Of Reinforcement <\/td>\n<\/tr>\n
408<\/td>\nTable 1907.5.2.1 – Tolerances
Table 1907.7.1 – Minimum Concrete Cover <\/td>\n<\/tr>\n
409<\/td>\nSection 1908 – Modifications To ACI 318 <\/td>\n<\/tr>\n
410<\/td>\nSection 1909 – Structural Plain Concrete <\/td>\n<\/tr>\n
411<\/td>\nSection 1910 – Seismic Design Provisions <\/td>\n<\/tr>\n
412<\/td>\nSection 1911 – Minimum Slab Provisions
Section 1912 – Anchorage To Concrete – Allowable Stress Design
Equation 19-1 <\/td>\n<\/tr>\n
413<\/td>\nTable 1912.2 – Allowable Service Load On Embedded Bolts (pounds)
Section 1913 – Anchorage To Concrete – Strength Design
Section 1914 – Shotcrete <\/td>\n<\/tr>\n
414<\/td>\nSection 1915 – Reinforced Gypsum Concrete <\/td>\n<\/tr>\n
415<\/td>\nSection 1916 – Concrete-Filled Pipe Columns <\/td>\n<\/tr>\n
417<\/td>\nChapter 20 – Aluminum
Section 2001 – General
Section 2002 – Materials <\/td>\n<\/tr>\n
419<\/td>\nChapter 21 – Masonry
Section 2101 – General
Section 2102 – Definitons And Notations <\/td>\n<\/tr>\n
422<\/td>\nSection 2103 – Masonry Construction Materials <\/td>\n<\/tr>\n
423<\/td>\nTable 2103.7(1) – Mortar Proportions <\/td>\n<\/tr>\n
424<\/td>\nTable 2103.7(2) – Mortar Properties
Table 2103.9 – Ceramic Tile Mortar Compositions <\/td>\n<\/tr>\n
425<\/td>\nTable 2103.10 – Grout Proportions By Volume For Masonry Construction <\/td>\n<\/tr>\n
426<\/td>\nSection 2104 – Construction <\/td>\n<\/tr>\n
428<\/td>\nSection 2105 – Quality Assurance
Table 2105.2.2.1.1 – Compressive Strength Of Clay Masonry <\/td>\n<\/tr>\n
429<\/td>\nTable 2105.2.2.1.2 – Compressive Strength Of concrete Masonry
Section 2106 – Seismic Design <\/td>\n<\/tr>\n
430<\/td>\nEquation 21-1
Section 2107 – Working Stress Design <\/td>\n<\/tr>\n
431<\/td>\nEquation 21-2
Equation 21-3
Section 2108 – Strength Design Of Masonry
Section 2109 – Empirical Design Of Masonry <\/td>\n<\/tr>\n
432<\/td>\nTable 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 <\/td>\n<\/tr>\n
433<\/td>\nTable 2109.3.2 – Allowable Compressive Stresses For Empirical Design Of Masonry <\/td>\n<\/tr>\n
434<\/td>\nTable 2109.4.1 – Wall Lateral Support Requirements
Table 2109.5.6.1 – Foundation Wall Construction <\/td>\n<\/tr>\n
436<\/td>\nEquation 21-4 <\/td>\n<\/tr>\n
437<\/td>\nTable 2109.8.3.1 – Allowable Shear On Bolts In Adobe Masonry
Section 2110 – Glass Unit Masonry <\/td>\n<\/tr>\n
438<\/td>\nFigure 2110.3.1 – Glass Masonry Design Wind Load Resistance <\/td>\n<\/tr>\n
439<\/td>\nSection 2111 – Masonry Fireplaces <\/td>\n<\/tr>\n
440<\/td>\nTable 2111.1 – Summary Of Rquirments For Masonry Firplaces And Chimneys <\/td>\n<\/tr>\n
441<\/td>\nFigure 2111.1 – Fireplace And Chimney Details <\/td>\n<\/tr>\n
443<\/td>\nFigure 2111.11 – Illustration Of Exception To Fireplace Clearance Provision
Section 2112 – Masonry Heaters
Section 2113 – Masonry Chimneys <\/td>\n<\/tr>\n
446<\/td>\nFigure 2113.16 – Flue Sizes For Masonry Chimneys <\/td>\n<\/tr>\n
447<\/td>\nTable 2113.16(1) – Net Cross-Sectional Area Of Round Flue sizes
Table 2113.16(2) – Net Cross-Sectional Area Of Square And Rectangular Flue Sizes
Figure 2113.19 – Illustration Of Exception To Chimney Clearance Provision <\/td>\n<\/tr>\n
449<\/td>\nChapter 22 – Steel
Section 2201 – General
Section 2202 – Definitions And Nomenclature
Section 2203 – Identification And Protection Of Steel For Structural Purposes
Section 2204 – Connections <\/td>\n<\/tr>\n
450<\/td>\nFigure 2202.1 – Type I And Type II Shear Walls <\/td>\n<\/tr>\n
451<\/td>\nSection 2205 – Structural Steel
Section 2206 – Steel Joists
Section 2207 – Steel Cable Structures
Section 2208 – Steel Storage Racks
Section 2209 – Cold-Formed Steel <\/td>\n<\/tr>\n
452<\/td>\nSection 2210 – Cold-Formed Steel Light-Framed Construction
Section 2211 – Cold-Formed Steel Light-Framed Shear Walls <\/td>\n<\/tr>\n
453<\/td>\nTable 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 <\/td>\n<\/tr>\n
454<\/td>\nTable 2211.2(3) – Nominal Shear Values For Seismic Forces In Pounds Per Foot For Shear Walls Framed With Cold-Formed Steel Studs <\/td>\n<\/tr>\n
455<\/td>\nTable 2211.3 – Shear Resistance Adjustment Factor-Co <\/td>\n<\/tr>\n
456<\/td>\nEquation 22-1
Equation 22-2 <\/td>\n<\/tr>\n
457<\/td>\nChapter 23 – Wood
Section 2301 – General
Section 2302 – Definitions <\/td>\n<\/tr>\n
458<\/td>\nSection 2303 – Minimum Standards And Quality <\/td>\n<\/tr>\n
461<\/td>\nSection 2304 – General Construction Requirements
Table 2304.6 – Minimum Thickness Of Wall Sheathing <\/td>\n<\/tr>\n
462<\/td>\nTable 2304.7(1) – Allowable Spans For Lumber Floor And Roof Sheathing
Table 2304.7(2) – Sheathing Lumber, Minimum Grade Requirements: Board Grade <\/td>\n<\/tr>\n
463<\/td>\nTable 2304.7(3) – Allowable Spans And Loads For Wood Structural Panel Sheathing And Single-Floor Grades Continuous Over Two Or More Spans With Strength Axis Perpendicular To Supports <\/td>\n<\/tr>\n
464<\/td>\nTable 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 <\/td>\n<\/tr>\n
465<\/td>\nTable 2304.9.1 – Fastening Schedule <\/td>\n<\/tr>\n
466<\/td>\nTable 2304.9.1 – continued <\/td>\n<\/tr>\n
467<\/td>\nTable 2304.9.1 – continued <\/td>\n<\/tr>\n
469<\/td>\nSection 2305 – General Design Requirements For Lateral-Force-Resisting Systems <\/td>\n<\/tr>\n
470<\/td>\nEquation 23-1 <\/td>\n<\/tr>\n
471<\/td>\nTable 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 <\/td>\n<\/tr>\n
472<\/td>\nFigure 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 <\/td>\n<\/tr>\n
473<\/td>\nFigure 2305.3.4 – General Definition Of Shear Wall Height, Width And Height-To-Width Ratio <\/td>\n<\/tr>\n
474<\/td>\nTable 2305.3.7.2 – Shear Resistance Adjustment Factor, Co
Equation 23-3
Equation 23-4 <\/td>\n<\/tr>\n
475<\/td>\nSection 2306 – Allowable Stress Design <\/td>\n<\/tr>\n
476<\/td>\nTable 2306.2.1 – Wall Stud Bending Stress Increase Factors <\/td>\n<\/tr>\n
477<\/td>\nTable 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 <\/td>\n<\/tr>\n
478<\/td>\nTable 2306.3.1 – continued <\/td>\n<\/tr>\n
479<\/td>\nTable 2306.3.1 – continued <\/td>\n<\/tr>\n
480<\/td>\nTable 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 <\/td>\n<\/tr>\n
481<\/td>\nTable 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 <\/td>\n<\/tr>\n
482<\/td>\nTable 2306.4.3 – Allowable Shear For Particle Board Shear Wall Sheathing
Section 2307 – Load And Resistance Factor Design <\/td>\n<\/tr>\n
483<\/td>\nTable 2306.4.5 – Allowable Shear For Wind Or Seismic Forces For Shear Walls Of Lath And Plaster Or Gypsum Board Wood Wall Assemblies <\/td>\n<\/tr>\n
484<\/td>\nSection 2308 – Conventional Light-Frame Construction <\/td>\n<\/tr>\n
486<\/td>\nTable 2308.8(1) – Floor Joist Spans For Common Lumber Species (Residential Sleeping Areas, Live Load = 30 psf … <\/td>\n<\/tr>\n
487<\/td>\nTable 2308.8(1) – continued <\/td>\n<\/tr>\n
488<\/td>\nTable 2308.8(2) – Floor Joist Spans For Common Lumber Species (Residential Living Areas, Live Load = 40 psf … <\/td>\n<\/tr>\n
489<\/td>\nTable 2308.8(2) – continued <\/td>\n<\/tr>\n
490<\/td>\nTable 2308.9.1 – Size, Height And Spacing Of Wood Studs <\/td>\n<\/tr>\n
492<\/td>\nFigure 2308.9.3 – Basic Components Of The Lateral Bracing System <\/td>\n<\/tr>\n
493<\/td>\nTable 2308.9.3(1) – Braced Wall Panels
Table 2308.9.3(2) – Exposed Plywood Panel Siding <\/td>\n<\/tr>\n
494<\/td>\nTable 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) <\/td>\n<\/tr>\n
495<\/td>\nTable 2308.9.3(6) – Hardboard Siding <\/td>\n<\/tr>\n
496<\/td>\nTable 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) <\/td>\n<\/tr>\n
497<\/td>\nTable 2308.9.5 – continued <\/td>\n<\/tr>\n
498<\/td>\nTable 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) <\/td>\n<\/tr>\n
499<\/td>\nTable 2308.10.1 – Required Rating Of Approved Uplift Connectors (pounds) <\/td>\n<\/tr>\n
500<\/td>\nTable 2308.10.2(1) – Ceiling Joist Spans For Common Lumbr Species (Uninhabitable Attics Without Storage, Live Load = 10 Pounds psf … <\/td>\n<\/tr>\n
501<\/td>\nTable 2308.10.2(1) – continued <\/td>\n<\/tr>\n
502<\/td>\nTable 2308.10.2(2) – Ceiling Joist spans for common Lumber Species (Uninhabitable Attics With Limited Storage, Live Load = 20 Pounds Per Square foot, … <\/td>\n<\/tr>\n
503<\/td>\nTable 2308.10.2(2) – continued <\/td>\n<\/tr>\n
504<\/td>\nTable 2308.10.2(3) – Rafter Spans For Comon Lumber Species (Roof Live Load = 20 Pounds Per Square Foot, Ceiling Not Attached To Rafters … <\/td>\n<\/tr>\n
505<\/td>\nTable 2308.10.3(1) – continued <\/td>\n<\/tr>\n
506<\/td>\nTable 2308.10.3(2) – Rafter Spans For Common Lumber Species (Roof Live Load = 20 Pounds Per Square Foot, Ceiling Not Attached To Rafters … <\/td>\n<\/tr>\n
507<\/td>\nTable 2308.10.3(2) – continued <\/td>\n<\/tr>\n
508<\/td>\nTable 2308.10.3(3) – Rafter Spans For Common Lumber Species (Ground snow Load = 30 Pounds Per Square Foot, Ceiling Not Attached To Rafters, … <\/td>\n<\/tr>\n
509<\/td>\nTable 2308.10.3(3) – continued <\/td>\n<\/tr>\n
510<\/td>\nTable 2308.10.3(4) – Rafter Spans For Common Lumber species (Ground Snow Load = 50 Pounds Per Square Foot, Ceiling Not Attached To Rafters … <\/td>\n<\/tr>\n
511<\/td>\nTable 2308.10.3(4) – continued <\/td>\n<\/tr>\n
512<\/td>\nTable 2308.10.3(5) – Rafter Spans For Common Lumbr species (Ground Snow Load = 30 Pounds Per Square Foot, Ceiling Attached To Rafters … <\/td>\n<\/tr>\n
513<\/td>\nTable 2308.10.3(5) – continued <\/td>\n<\/tr>\n
514<\/td>\nTable 2308.10.3(6) – Rafter Spans For Common Lumber species (Ground Snow Load = 50 Pounds Per Square Foot, Ceiling Attached To Rafters … <\/td>\n<\/tr>\n
515<\/td>\nTable 2308.10.3(6) – continued <\/td>\n<\/tr>\n
517<\/td>\nTable 2308.10.4.1 – Rafter Tie Connections <\/td>\n<\/tr>\n
518<\/td>\nTable 2308.10.9 – Allowable Spans For 2-Inch Tongue-And-Groove Decking <\/td>\n<\/tr>\n
519<\/td>\nTable 2308.10.9 – continued <\/td>\n<\/tr>\n
520<\/td>\nFigure 2308.11.3.2 – Stepped Footing Connection Details <\/td>\n<\/tr>\n
521<\/td>\nFigure 2308.11.3.3 – Openings In Horizontal Diaphragms <\/td>\n<\/tr>\n
522<\/td>\nTable 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) <\/td>\n<\/tr>\n
523<\/td>\nFigure 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 <\/td>\n<\/tr>\n
524<\/td>\nFigure 2308.12.6(4) – Roof Or Floor Extension Beyond Braced Wall Line
Figure 2308.12.6(5) – Braced Wall Panel Extension Over Opening
Figure 2308.12.6(6) – Portions Of Floor Level Offset Vertically <\/td>\n<\/tr>\n
525<\/td>\nFigure 2308.12.6(7) – Braced Wall Lines Not Perpendicular
Figure 2308.12.6(8) – Opening Limitations For Floor And Roof Diaphragms <\/td>\n<\/tr>\n
527<\/td>\nChapter 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 <\/td>\n<\/tr>\n
528<\/td>\nTable 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)] <\/td>\n<\/tr>\n
529<\/td>\nFigure 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 <\/td>\n<\/tr>\n
530<\/td>\nFigure 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 <\/td>\n<\/tr>\n
531<\/td>\nFigure 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 <\/td>\n<\/tr>\n
532<\/td>\nFigure 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 <\/td>\n<\/tr>\n
533<\/td>\nFigure 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 <\/td>\n<\/tr>\n
534<\/td>\nFigure 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 <\/td>\n<\/tr>\n
535<\/td>\nSection 2405 – Sloped Glazing And Skylights <\/td>\n<\/tr>\n
536<\/td>\nSection 2406 – Safety Glazing
Table 2406.1 – Minimum Category Classification Of Glazing <\/td>\n<\/tr>\n
538<\/td>\nSection 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 <\/td>\n<\/tr>\n
541<\/td>\nChapter 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 <\/td>\n<\/tr>\n
542<\/td>\nSection 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 <\/td>\n<\/tr>\n
543<\/td>\nTable 2508.5 – Shear Capacity For Horizontal Wood Framed Gypsum Board Diaphragm Ceiling Assemblies
Section 2509 – Gypsum Board In Showers And Water Closets <\/td>\n<\/tr>\n
544<\/td>\nSection 2510 – Lathing And Furring For Cement Plaster (Stucco)
Section 2511 – Interior Plaster
Table 2511.1 – Installation Of Plaster Construction <\/td>\n<\/tr>\n
545<\/td>\nSection 2512 – Exterior Plaster
Table 2512.6 – Cement Plasters
Section 2513 – Exposed Aggregate Plaster <\/td>\n<\/tr>\n
547<\/td>\nChapter 26 – Plastic
Section 2601 – General
Section 2602 – Definitions
Section 2603 – Foam Plastic Insulation <\/td>\n<\/tr>\n
550<\/td>\nSection 2604 – Interior Finish And Trim
Section 2605 – Plastic Veneer
Section 2606 – Light-Transmitting Plastics <\/td>\n<\/tr>\n
551<\/td>\nSection 2607 – Light-Transmitting Plastic Wall Panels <\/td>\n<\/tr>\n
552<\/td>\nTable 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 <\/td>\n<\/tr>\n
553<\/td>\nTable 2609.4 – Area Limitations For Light-Transmitting Plastic Roof Panels
Section 2610 – Light-Transmitting Plastic Skylight Glazing <\/td>\n<\/tr>\n
554<\/td>\nSection 2611 – Light-Transmitting Plastic Interior Signs <\/td>\n<\/tr>\n
555<\/td>\nChapter 27 – Electrical
Section 2701 – General
[F] Section 2702 – Emergency And Standby Power Systems <\/td>\n<\/tr>\n
557<\/td>\nChapter 28 – Mechanical Systems
Section 2801 – General <\/td>\n<\/tr>\n
559<\/td>\nChapter 29 – Plumbing Systems
Section 2901 – General
[P] Section 2902 – Minimum Plumbing Facilities
Table 2902.1 – Minimum Number Of Required Plumbing Facilities <\/td>\n<\/tr>\n
560<\/td>\nTable 2902.1 – continued <\/td>\n<\/tr>\n
561<\/td>\nTable 2902.1 – continued <\/td>\n<\/tr>\n
563<\/td>\nChapter 30 – Elevators And Conveying Systems
Section 3001 – General
Section 3002 – Hoistway Enclosures
[F] Section 3003 – Emergency Operations <\/td>\n<\/tr>\n
564<\/td>\nSection 3004 – Hoistway Venting
Section 3005 – Conveying Systems <\/td>\n<\/tr>\n
565<\/td>\nSection 3006 – Machine Rooms <\/td>\n<\/tr>\n
567<\/td>\nChapter 31 – Special Construction
Section 3101 – General
Section 3102 – Membrane Structures <\/td>\n<\/tr>\n
568<\/td>\nSection 3103 – Temporary Structures
Section 3104 – Pedestrian Walkways And Tunnels <\/td>\n<\/tr>\n
569<\/td>\nSection 3105 – Awnings And Canopies <\/td>\n<\/tr>\n
570<\/td>\nSection 3106 – Marquees
Section 3107 – Signs
Section 3108 – Radio And Television Towers
Section 3109 – Swimming Pool Enclosures And Safety Devices <\/td>\n<\/tr>\n
573<\/td>\nChapter 32 – Encroachments Into The Public Right-Of-Way
Section 3201 – General
Section 3202 – Encroachments <\/td>\n<\/tr>\n
575<\/td>\nChapter 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 <\/td>\n<\/tr>\n
576<\/td>\nTable 3306.1 – Protection Of Pedestrians <\/td>\n<\/tr>\n
577<\/td>\nSection 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 <\/td>\n<\/tr>\n
578<\/td>\n[F] Section 3312 – Automatic Sprinkler Systems <\/td>\n<\/tr>\n
579<\/td>\nChapter 34 – Existing Structures
[EB]Section 3401 – General
[EB] Section 3402 – Definitions
[EB] Section 3403 – Additiions, Alterations Or Repairs
[EB] Section 3404 – Fire Escapes <\/td>\n<\/tr>\n
580<\/td>\n[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 <\/td>\n<\/tr>\n
581<\/td>\nTable 3409.7.5 – Ramps <\/td>\n<\/tr>\n
582<\/td>\n[EB] Section 3410 – Compliance Alternatives <\/td>\n<\/tr>\n
583<\/td>\nEquation 34-1 <\/td>\n<\/tr>\n
584<\/td>\nTable 3409.6.3 – Compartmentation Values
Equation 34-2
Equation 34-3
Table 3410.6.4 – Separation Values <\/td>\n<\/tr>\n
585<\/td>\nTable 3410.6.5 – Corridor Wall Values
Table 3410.6.6(1) – Vertical Opening Protection Value
Table 3410.6.6(2) – Construction-Type Factor <\/td>\n<\/tr>\n
586<\/td>\nTable 3410.6.8 – Automatic Fire Detection Values
Table 3410.6.9 – Fire Alarm System Values
Table 3410.6.10 – Smoke Control Values <\/td>\n<\/tr>\n
587<\/td>\nTable 3410.6.11 – Means Of Egress Values
Table 3410.6.12 – Dead-End Values <\/td>\n<\/tr>\n
588<\/td>\nTable 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 <\/td>\n<\/tr>\n
589<\/td>\nTable 3410.6.18 – Incidental Use Area Values
Table 3410.8 – Mandatory Safety Scores <\/td>\n<\/tr>\n
590<\/td>\nTable 3610.7 – Summary Sheet – Building Code
Table 3410.9 – Evaluation Formulas <\/td>\n<\/tr>\n
591<\/td>\nChapter 35 – Referenced Standards <\/td>\n<\/tr>\n
609<\/td>\nAppendix A – Employee Qualifications
Section A101 – Building Official Qualifications
Section A102 – Referenced Standards <\/td>\n<\/tr>\n
611<\/td>\nAppendix B – Board Of Appeals
Section B101 – General <\/td>\n<\/tr>\n
613<\/td>\nAppendix 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 <\/td>\n<\/tr>\n
615<\/td>\nAppendix D – Fire Districts
Section D101 – General
Section D102 – Building Restrictions <\/td>\n<\/tr>\n
616<\/td>\nSection D103 – Changes To Buildings
Section D104 – Buildings Located Partially In The Fire District
Section D105 – Exceptions To Restrictions In Fire District <\/td>\n<\/tr>\n
617<\/td>\nSection D106 – Referenced Standards <\/td>\n<\/tr>\n
619<\/td>\nAppendix E – Supplementary Accessibility Requirements
Section E101 – General
Section E102 – Definitions
Section E103 – Accessible Route
Section E104 – Special Occupancies <\/td>\n<\/tr>\n
620<\/td>\nTable E104.3.1 – Dwelling Or Sleeping Units With Accessible Communication Features
Section E105 – Other Features And Facilities
Section E106 – Telephones <\/td>\n<\/tr>\n
621<\/td>\nTable E106.2 – Wheelchair-Accessible Telephones
Section E107 – Signage <\/td>\n<\/tr>\n
622<\/td>\nSection E108 – Bus Stops
Section E109 – Transportation Facilities And Stations <\/td>\n<\/tr>\n
623<\/td>\nSection E110 – Airports
Section E111 – Qualified Historic Buildings And Facilities <\/td>\n<\/tr>\n
624<\/td>\nSection E112 – Referenced Standards <\/td>\n<\/tr>\n
625<\/td>\nAppendix F – Rodent Proofing
Section F101 – General <\/td>\n<\/tr>\n
627<\/td>\nAppendix G – Flood-Resistant Construction
Section G101 – Administration
Section G102 – Applicability
Section G103 – Powers And Duties <\/td>\n<\/tr>\n
628<\/td>\nSection G104 – Permits
Section G105 – Variances <\/td>\n<\/tr>\n
629<\/td>\nSection G201 – Definitons <\/td>\n<\/tr>\n
630<\/td>\nSection G301 – Subdivisions
Section G401 – Site Improvement
Section G501 – Manufactured Homesu
Section G601 – Recreational Vehicles
Section 701 – Tanks <\/td>\n<\/tr>\n
631<\/td>\nSection G702 – Referenced Standards <\/td>\n<\/tr>\n
633<\/td>\nAppendix H – Signs
Section H101 – General
Section H102 – Definitions
Section H103 – Location
Section H104 – Identification
Section H105 – Design And Construction <\/td>\n<\/tr>\n
634<\/td>\nSection H106 – Electrical
Section H107 – Combustible Materials
Section H108 – Animated Devices
Section H109 – Ground Signs <\/td>\n<\/tr>\n
635<\/td>\nSection H110 – Roof Signs
Section H111 – Wall Signs
Section H112 – Projecting Signs <\/td>\n<\/tr>\n
636<\/td>\nSection 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 <\/td>\n<\/tr>\n
637<\/td>\nAppendix I – Patio Covers
Section I101- General
Section I102 – Definitions
Section I103 – Exterior Openings
Section I104 – Structural Provisions <\/td>\n<\/tr>\n
639<\/td>\nAppendix J – Grading
Section J101 – General
Section J102 – Definitions
Section J103 – Permits Required
Section J104 – Permit Application And Submittals <\/td>\n<\/tr>\n
640<\/td>\nSection J105 – Inspections
Section J106 – Excavations
Section J107 – Fills
Figure J107.3 – Benching Details <\/td>\n<\/tr>\n
641<\/td>\nSection J108 – Setbacks
Figure J108.1 – Drainage Dimensions
Section J109 – Drainage And Terracing <\/td>\n<\/tr>\n
642<\/td>\nSection J110 – Erosion Control
Section J111 – Referenced Standards <\/td>\n<\/tr>\n
643<\/td>\nIndex <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

International Building Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2003<\/td>\n668<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":120186,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-120185","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/120185","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\/120186"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=120185"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=120185"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=120185"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}