ICC IBC Commentary Vol 2 2015
$100.21
International Building Code and Commentary Volume 2
| Published By | Publication Date | Number of Pages |
| ICC | 2015 | 715 |
A practical tool that helps you to master the code you deal with everyday! This comprehensive yet concise publication provides a convenient reference for regulations in chapters 16 through 35 of the 2015 International Building Code® (IBC®).
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | 2015 IBC® CODE AND COMMENTARY VOLUME 2 |
| 2 | 2015 IBC® CODE AND COMMENTARY VOLUME 2 TITLE PAGE |
| 3 | COPYRIGHT |
| 4 | PREFACE |
| 5 | S.I. CONVERSION CHART FOR ENGLISH UNITS |
| 6 | TABLE OF CONTENTS |
| 8 | CHAPTER 16: STRUCTURAL DESIGN GENERAL COMMENTS PURPOSE SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS |
| 10 | SECTION 1603 CONSTRUCTION DOCUMENTS |
| 12 | SECTION 1604 GENERAL DESIGN REQUIREMENTS |
| 13 | TABLE 1604.3 DEFLECTION LIMITS |
| 14 | FIGURE 1604.3.6 CONCRETE ROOF MEMBER DEFLECTION CRITERIA |
| 16 | TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES |
| 19 | EQUATION 16-6 EQUATION 16-7 EQUATION 16-15 EQUATION 16-16 |
| 20 | EQUATION 16-22 SECTION 1605 LOAD COMBINATIONS |
| 21 | FIGURE 1605.1(1) EXAMPLES OF DISCONTINUOUS SHEAR WALLS |
| 22 | FIGURE 1605.1(2) COLLECTORS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7 |
| 23 | EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16 |
| 24 | EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22 |
| 25 | SECTION 1606 DEAD LOADS |
| 26 | SECTION 1607 LIVE LOADS FIGURE 1607.1(1) SUMMARY OF MINIMUM LIVE LOAD REQUIRED IN UNINHABITABLE ATTICS FIGURE 1607.1(2) DETERMINATION OF ATTIC LIVE LOAD IN ACCORDANCE WITH TABLE 1607.1 FOOTNOTES I, J, AND K |
| 27 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 28 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, ANDMINIMUM CONCENTRATED LIVE LOADSg TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 29 | TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg |
| 32 | FIGURE 1607.8.1 HANDRAIL DESIGN LOAD FIGURE 1607.8.1.2 COMPONENT DESIGN LOAD |
| 33 | FIGURE 1607.8.3 VEHICLE BARRIER REQUIREMENTS |
| 34 | EQUATION 16-23 TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, KLL |
| 35 | FIGURE 1607.10.1 LIVE LOAD REDUCTION EXAMPLE |
| 36 | EQUATION 16-24 EQUATION 16-25 |
| 37 | FIGURE 1607.11 PARTIAL LOADING |
| 38 | EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32 FIGURE 1607.12.2.1 MINUMUM ROOF LIVE LOAD IN ACCORDANCE WITH EQUATION 16-26 |
| 40 | FIGURE 1607.13 TOP-RUNNING BRIDGE CRANE |
| 41 | SECTION 1608 SNOW LOADS |
| 42 | FIGURE 1608.1(1) BALANCED AND UNBALANCED LOADS FOR A SAWTOOTH ROOF FIGURE 1608.1(2) DRIFTING SNOW ON LOW ROOFS AND DECKS FIGURE 1608.1(3) DRIFTING SNOW ONTO ADJACENT LOW STRUCTURE |
| 43 | TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS SECTION 1609 WIND LOADS |
| 44 | FIGURE 1609.1(1) WIND PRESSURES CAUSED BY EXTERNAL WIND FLOW FIGURE 1609.1(2) OPENING IN EXTERIOR WALL OF BUILDING |
| 45 | FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES |
| 46 | FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES |
| 48 | FIGURE 1609.1.1.1 WIND SPEED-UP EFFECT |
| 49 | TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS |
| 50 | FIGURE 1609.1.2EFFECTS OF OPENINGS IN THE BUILDING ENVELOPE |
| 52 | EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONS |
| 53 | FIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, vult, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES |
| 54 | FIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, vult, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES |
| 55 | FIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, vult, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES |
| 57 | EQUATION 16-34 |
| 58 | EQUATION 16-35 |
| 59 | TABLE 1609.6.2 NET PRESSURE COEFFICIENTS |
| 60 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS |
| 61 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS |
| 62 | TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS |
| 63 | SECTION 1610 SOIL LATERAL LOADS TABLE 1610.1 LATERAL SOIL LOAD |
| 64 | SECTION 1611 RAIN LOADS EQUATION 16-36 FIGURE 1611.1(1) SECONDARY ROOF DRAINAGE NOT REQUIRED |
| 65 | FIGURE 1611.1(2) FLOW RATE, IN GALLONS PER MINUTE, OF VARIOUS ROOF DRAINS AT VARIOUS WATER DEPTHS AT DRAIN INLETS (INCHES) FIGURE 1611.1(3) SEPARATE PRIMARY AND SECONDARY ROOF DRAINS |
| 66 | FIGURE 1611.1(4) EQUATION 16-36 COEFFICIENT |
| 67 | FIGURE 1611.1(5) RAIN LOAD EXAMPLE |
| 68 | FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES |
| 69 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES |
| 70 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES |
| 71 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA |
| 72 | FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII |
| 73 | SECTION 1612 FLOOD LOADS |
| 76 | SECTION 1613 EARTHQUAKE LOADS |
| 79 | FIGURE 1613.3.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B |
| 80 | FIGURE 1613.3.1(1)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B |
| 81 | FIGURE 1613.3.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B |
| 82 | FIGURE 1613.3.1(2)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B |
| 83 | FIGURE 1613.3.1(3) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR HAWAII OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B |
| 84 | FIGURE 1613.3.1(4) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B |
| 85 | FIGURE 1613.3.1(5) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR ALASKA OF 1.0-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B |
| 86 | FIGURE 1613.3.1(6) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR PUERTO RICO AND THE UNITED STATES VIRGIN ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B |
| 87 | FIGURE 1613.3.1(7) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR GUAM AND THE NORTHERN MARIANA ISLANDS OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION(5% OF CRITICAL DAMPING), SITE CLASS B |
| 88 | FIGURE 1613.3.1(8) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR AMERICAN SAMOA OF 0.2- AND 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B |
| 89 | EQUATION 16-37 EQUATION 16-38 EQUATION 16-39 EQUATION 16-40 TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a |
| 90 | TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a |
| 91 | TABLE 1613.3.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION |
| 92 | SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY |
| 94 | EQUATION 16-41 FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES |
| 95 | EQUATION 16-42 BIBLIOGRAPHY |
| 98 | CHAPTER 17: SPECIAL INSPECTIONS AND TESTS GENERAL COMMENTS PURPOSE SECTION 1701 GENERAL |
| 99 | SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS |
| 101 | FIGURE 1703.5.3 TYPICAL LABEL INFORMATION SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION |
| 106 | SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS |
| 107 | TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS |
| 108 | TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION |
| 110 | TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS |
| 111 | TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS |
| 121 | SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS |
| 122 | SECTION 1709 PRECONSTRUCTION LOAD TESTS |
| 124 | BIBLIOGRAPHY |
| 126 | CHAPTER 18: SOILS AND FOUNDATIONS GENERAL COMMENTS PURPOSE |
| 127 | SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS |
| 128 | FIGURE 1803.5.2 TYPICAL SETUP FOR CONDUCTING STATIC LOAD TESTS |
| 129 | FIGURE 1803.5.3 SWELLING POTENTIAL OF SOILS AND PLASTICITY INDEX |
| 133 | SECTION 1804 EXCAVATION, GRADING AND FILL |
| 136 | SECTION 1805 DAMPPROOFING AND WATERPROOFING |
| 139 | FIGURE 1805.2.2 MATERIALS FOR WATERPROOFING AND DAMPROOFING INSTALLATIONS |
| 141 | FIGURE 1805.3.2 MATERIALS FOR WATERPROOFING INSTALLATIONS |
| 142 | FIGURE 1805.3.3(1) DETAIL—MEMBRANE PLACEMENT THROUGH A KEY JOINT FIGURE 1805.3.3(2) PIPE DETAIL—PROPER PLACEMENT OF WATERPROOFING ELEMENTS |
| 143 | FIGURE 1805.4.2 FOUNDATION DRAINAGE SYSTEM |
| 144 | SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS |
| 145 | TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES |
| 146 | SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES FIGURE 1807.1.2 UNBALANCED BACKFILL HEIGHT |
| 147 | FIGURE 1807.1.4 WOOD FOUNDATION |
| 149 | TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS |
| 151 | FIGURE 1807.1.6.3 TIE AT TOP COURSE BED JOINT TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS |
| 152 | TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES |
| 153 | TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES |
| 154 | TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES |
| 156 | EQUATION 18-1 EQUATION 18-2 EQUATION 18-3 |
| 157 | SECTION 1808 FOUNDATIONS |
| 160 | FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES |
| 161 | FIGURE 1808.7.1 BUILDINGS ADJACENT TO ASCENDING SLOPE EXCEEDING 1 TO 1 FIGURE 1808.7.2 BUILDINGS ADJACENT TO DESCENDING SLOPE EXCEEDING 1 TO 1 |
| 162 | FIGURE 1808.7.4 FOOTING ELEVATION ON GRADED SITES |
| 163 | TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f´C OF CONCRETE OR GROUT |
| 164 | TABLE 1808.8.2 MINIMUM CONCRETE COVER |
| 165 | SECTION 1809 SHALLOW FOUNDATIONS |
| 166 | FIGURE 1809.6 ISOLATED FOOTINGS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION |
| 167 | FIGURE 1809.8 PUNCHING SHEAR (EXAGGERATED ILLUSTRATION) |
| 168 | FIGURE 1809.9.2 BRICK FOOTING OFFSET |
| 169 | FIGURE 1809.10 FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS |
| 171 | SECTION 1810 DEEP FOUNDATIONS |
| 175 | FIGURE 1810.3.1.2 COMPOSITE ELEMENTS |
| 176 | FIGURE 1810.3.1.6 STEEL CASINGS |
| 177 | FIGURE 1810.3.2.4 TIMBER PILES |
| 179 | TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS |
| 183 | EQUATION 18-4 |
| 186 | FIGURE 1810.3.5.3.1 STEEL H-PILE SECTIONS |
| 189 | FIGURE 1810.3.8 PRECAST NONPRESTRESSED AND PRESTRESSED CONCRETE PILES |
| 191 | EQUATION 18-5 EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 |
| 192 | EQUATION 18-11 |
| 195 | FIGURE 1810.3.9.5 BELLED DRILLED SHAFTS FIGURE 1810.3.9.6 SOCKETED DRILLED SHAFTS |
| 200 | FIGURE 1810.4.1.5 TYPICAL EFFECTS OF OVERDRIVING TIMBER PILES |
| 202 | FIGURE 1810.4.7 ENLARGED BASE PILES—UNCASED OR CASED SHAFTS |
| 204 | BIBLIOGRAPHY |
| 206 | CHAPTER 19: CONCRETE GENERAL COMMENTS PURPOSE SECTION 1901 GENERAL |
| 207 | SECTION 1902 DEFINITIONS |
| 208 | SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS |
| 214 | SECTION 1904 DURABILITY REQUIREMENTS |
| 215 | SECTION 1905 MODIFICATIONS TO ACI 318 |
| 219 | SECTION 1906 STRUCTURAL PLAIN CONCRETE |
| 220 | SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE |
| 224 | BIBLIOGRAPHY |
| 226 | CHAPTER 20: ALUMINUM GENERAL COMMENTS PURPOSE SECTION 2001 GENERAL SECTION 2002 MATERIALS BIBLIOGRAPHY |
| 228 | CHAPTER 21: MASONRY GENERAL COMMENTS PURPOSE |
| 229 | SECTION 2101 GENERAL |
| 230 | SECTION 2102 DEFINITIONS AND NOTATIONS |
| 231 | SECTION 2103 MASONRY CONSTRUCTION MATERIALS |
| 235 | TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS |
| 236 | SECTION 2104 CONSTRUCTION |
| 237 | SECTION 2105 QUALITY ASSURANCE |
| 238 | FIGURE 2104.1.2 MOLDED CORNICE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN |
| 239 | EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY |
| 240 | SECTION 2109 EMPIRICAL DESIGN OF MASONRY |
| 241 | TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS |
| 242 | EQUATION 21-2 |
| 243 | TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 244 | SECTION 2110 GLASS UNIT MASONRY |
| 245 | SECTION 2111 MASONRY FIREPLACES FIGURE 2111.1 SECTION THROUGH FIREPLACE |
| 247 | FIGURE 2111.7 RUMFORD FIREPLACE |
| 249 | FIGURE 2111.11 HEARTH EXTENSION |
| 250 | FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION FIGURE 2111.12(1) COMBUSTIBLE MATERIALS PROJECTION ABOVE FIREPLACE OPENING |
| 251 | FIGURE 2111.14.1 FACTORY-BUILT FIREPLACE EXTERIOR COMBUSTION AIR DUCT |
| 252 | SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS |
| 254 | FIGURE 2113.5 CORBELING LIMITATIONS |
| 255 | FIGURE 2113.6 MASONRY CHIMNEY CHANGE IN SHAPE (OFFSET) |
| 256 | FIGURE 2113.9 MINIMUM TERMINATION OF CHIMNEYS FIGURE 2113.9.1 MASONRY CHIMNEY CAP AND RAIN CAP |
| 259 | FIGURE 2113.11.2.3 MASONRY CHIMNEY FOR MEDIUM-HEAT APPLIANCE |
| 261 | FIGURE 2113.14 LOW-HEAT CHIMNEY WITH MORE THAN TWO FLUES |
| 262 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 263 | 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 |
| 264 | FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION |
| 265 | FIGURE 2113.20(1) FIREBLOCKING FIGURE 2113.20(2) FIREBLOCKING (SECTION) BIBLIOGRAPHY |
| 268 | CHAPTER 22: STEEL GENERAL COMMENTS PURPOSE SECTION 2201 GENERAL SECTION 2202 DEFINITIONS |
| 269 | SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS |
| 270 | SECTION 2205 STRUCTURAL STEEL |
| 271 | SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS |
| 273 | SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL |
| 274 | SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION FIGURE 2211.2 HEADER TYPES |
| 275 | BIBLIOGRAPHY |
| 278 | CHAPTER 23: WOOD GENERAL COMMENTS |
| 279 | PURPOSE SECTION 2301 GENERAL SECTION 2302 DEFINITIONS |
| 280 | SECTION 2303 MINIMUM STANDARDS AND QUALITY |
| 281 | FIGURE 2303.1.1 TYPICAL LABELS (Grade Marks) American Lumber Standards Committee, U.S.D.C. |
| 291 | SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS |
| 293 | TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FORWOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES |
| 294 | TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING |
| 295 | TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS |
| 296 | TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) |
| 297 | TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b FIGURE 2304.9.2.1 SIMPLE SPAN PATTERN |
| 298 | FIGURE 2304.9.2.2 TWO-SPAN CONTINUOUS PATTERN FIGURE 2304.9.2.3 COMBINATION SIMPLE AND TWO-SPAN CONTINUOUS PATTERN |
| 299 | FIGURE 2304.9.2.4 CANTILEVERED PIECES INTERMIXED PATTERN |
| 300 | FIGURE 2304.9.4.1 TWO-INCH TONGUE-AND-GROOVE DECKING FIGURE 2304.9.4.3 CONTROLLED RANDOM PATTERN TWO-INCH TONGUE-AND-GROOVE DECKING |
| 301 | FIGURE 2304.9.5.1 THREE- AND FOUR-INCH TONGUE-AND-GROOVE DECKING |
| 302 | TABLE 2304.10.1 FASTENING SCHEDULE |
| 303 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 304 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 305 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 306 | TABLE 2304.10.1—continued FASTENING SCHEDULE |
| 307 | FIGURE 2304.10.1 STANDARD NAILS AND STAPLES |
| 308 | FIGURE 2304.10.2 SHEATHING FASTENERS |
| 312 | FIGURE 2304.12.1.1 WOOD FRAMING CLEARANCES |
| 313 | FIGURE 2304.12.1.5(1) SIDING CLEARANCES FIGURE 2304.12.1.5(2) SIDING CLEARANCE AT CONCRETE PATIO |
| 314 | FIGURE 2304.12.2.1 GIRDER END CLEARANCE |
| 315 | FIGURE 2304.12.2.2 POST AND COLUMN PROTECTION |
| 316 | FIGURE 2304.12.4 TERMITE INFESTATION PROBABILITY MAP |
| 317 | SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS |
| 318 | EQUATION 23-1 |
| 319 | TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c EQUATION 23-2 SECTION 2306 ALLOWABLE STRESS DESIGN |
| 320 | TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS |
| 323 | FIGURE 2306.1 CERTIFICATE OF CONFORMANCE |
| 324 | TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING |
| 326 | FIGURE 2306.2(1) HOW WOOD SPLITS AND HOW STAGGERING MINIMIZES SPLITTING FIGURE 2306.2(2) STAGGERED NAILING |
| 327 | TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 328 | TABLE 2306.2(1)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf |
| 329 | TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 330 | TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING |
| 331 | TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 332 | TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION |
| 333 | TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES |
| 335 | TABLE 2308.2.1 ALLOWABLE STORY HEIGHT |
| 338 | FIGURE 2308.4.1.1(1) HEADER SUPPORT CONDITIONS FOR EXTERIOR LOAD-BEARING WALLS FIGURE 2308.4.1.1(2) HEADER SUPPORT CONDITIONS FOR INTERIOR LOAD-BEARING WALLS |
| 339 | TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) |
| 340 | TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and required number of jack studs) |
| 341 | TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/∆= 360) |
| 342 | TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/∆= 360) |
| 343 | TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/∆ = 360) |
| 344 | TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/∆ = 360) |
| 345 | FIGURE 2308.4.2.3 CUTTING, NOTCHING AND BORING JOISTS |
| 346 | FIGURE 2308.4.4 FRAMING AROUND OPENING |
| 347 | FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS |
| 348 | FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE 2308.4.5 JOISTS SUPPORTING PARTITIONS AND HEAVY LOADS |
| 350 | TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 352 | FIGURE 2308.5.5.1(1) STUDS AND HEADERS AROUND WALL OPENINGS FIGURE 2308.5.5.1(2) STUDS AND HEADERS AROUND WALL OPENINGS—BAY WINDOWS |
| 354 | FIGURE 2308.5.9 CUTTING, NOTCHING AND BORED HOLES IN STUDS |
| 355 | TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING |
| 357 | FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM |
| 358 | TABLE 2308.6.1a WALL BRACING REQUIREMENTS |
| 359 | TABLE 2308.6.3(1) BRACING METHODS |
| 360 | TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING |
| 361 | TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs) TABLE 2308.6.3(5) HARDBOARD SIDING |
| 362 | FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) |
| 363 | FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH) |
| 365 | FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION |
| 366 | FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION |
| 367 | FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES |
| 368 | FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS |
| 371 | FIGURE 2308.7.3 RAFTER END CUT AT RIDGE FIGURE 2308.7.3.1 RAFTER TIES |
| 373 | TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L/Δ = 240) |
| 374 | TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 psf, L/Δ = 240) |
| 375 | TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L/Δ = 240) |
| 376 | TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 psf, L/Δ = 240) |
| 377 | TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 378 | TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 379 | TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 380 | TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 381 | TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 382 | TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 383 | TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 384 | TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Not Attached to Rafters, L/Δ = 180) |
| 385 | TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 386 | TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 387 | TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 388 | TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 psf, Ceiling Attached to Rafters, L/Δ = 240) |
| 389 | TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS |
| 390 | TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS |
| 391 | FIGURE 2308.7.7 BRACED RAFTER CONSTRUCTION |
| 392 | TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 393 | TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING |
| 394 | SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL BIBLIOGRAPHY |
| 396 | CHAPTER 24: GLASS AND GLAZING GENERAL COMMENTS |
| 397 | PURPOSE SECTION 2401 GENERAL |
| 398 | SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS FIGURE 2403.1 EXAMPLE IDENTIFYING MARK |
| 400 | SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS EQUATION 24-1 EQUATION 24-2 EQUATION 24-3 |
| 401 | EQUATION 24-4 EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 |
| 402 | EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 |
| 403 | EQUATION 24-12 SECTION 2405 SLOPED GLAZING AND SKYLIGHTS |
| 405 | FIGURE 2405.3(1) FULLY TEMPERED GLAZING—30° MAXIMUM SLOPE |
| 406 | FIGURE 2405.3(2) INACCESSIBLE AREA UNDER SLOPED GLAZING |
| 407 | EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 |
| 408 | SECTION 2406 SAFETY GLAZING |
| 409 | TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 |
| 410 | FIGURE 2406.4.1 EXAMPLES OF DOORS REQUIRING SAFETY GLAZING |
| 412 | FIGURE 2406.4.2(1) SAFETY GLAZING IN CLOSE PROXIMITY TO DOORS |
| 413 | FIGURE 2406.4.2(2) SAFETY GLAZING AT FULL-HEIGHT INTERVENING WALL |
| 414 | FIGURE 2406.4.2(3) SAFETY GLAZING AT INTERMEDIATE-HEIGHT INTERVENING WALL |
| 415 | FIGURE 2406.4.3(1) FIXED OR OPERABLE GLAZED OPENING FIGURE 2406.4.3(2) HORIZONTAL RAIL AT GLAZED OPENINGS |
| 416 | FIGURE 2406.4.3(3) ELEVATED GLAZED OPENINGS |
| 417 | FIGURE 2406.4.5(1) SAFETY GLAZING AT WET SURFACES |
| 418 | FIGURE 2406.4.5(2) GLAZING IN POOL ENCLOSURE |
| 419 | SECTION 2407 GLASS IN HANDRAILS AND GUARDS FIGURE 2407.1 GLASS GUARDS |
| 420 | SECTION 2408 GLAZING IN ATHLETIC FACILITIES |
| 421 | SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS |
| 422 | BIBLIOGRAPHY |
| 424 | CHAPTER 25: GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER GENERAL COMMENTS PURPOSE SECTION 2501 GENERAL |
| 425 | SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES |
| 426 | SECTION 2505 SHEAR WALL CONSTRUCTION |
| 427 | FIGURE 2504.1.2(1) STUDLESS PLASTER PARTITION WITH GYPSUM BOARD LATH SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS |
| 428 | FIGURE 2504.1.2(2) STUDLESS PLASTER PARTITION WITH RIBBED METAL LATH |
| 429 | TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING |
| 430 | TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES SECTION 2508 GYPSUM CONSTRUCTION |
| 431 | TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION |
| 433 | TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES |
| 434 | FIGURE 2508.5(1) HORIZONTAL GYPSUM BOARD CEILING DIAPHRAGM CONSTRUCTION FIGURE 2508.5(2) PARTITION SUPPORTED LATERALLY BY GYPSUM BOARD CEILING DIAPHRAGM |
| 435 | FIGURE 2508.5.3 PERIMETER BLOCKING SECTION 2509 SHOWERS AND WATER CLOSETS |
| 436 | TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO) |
| 437 | FIGURE 2510.5 THREE-COAT PLASTER ON UNSHEATHED EXTERIOR STUD WALL |
| 439 | SECTION 2511 INTERIOR PLASTER |
| 440 | TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION FIGURE 2511.1(1) THREE-COAT PLASTER ON INTERIOR STUD WALL |
| 441 | FIGURE 2511.1(2) TWO-COAT PLASTER ON INTERIOR STUD WALL |
| 442 | SECTION 2512 EXTERIOR PLASTER FIGURE 2512.1 THREE-COAT PLASTER ON EXTERIOR STUD WALL |
| 443 | FIGURE 2512.1.2 WEEP SCREED FOR EXTERIOR PLASTER ON STUD WALL AT SLAB ON GRADE |
| 444 | TABLE 2512.6 CEMENT PLASTERS |
| 445 | SECTION 2513 EXPOSED AGGREGATE PLASTER |
| 446 | SECTION 2514 REINFORCED GYPSUM CONCRETE |
| 447 | BIBLIOGRAPHY |
| 448 | CHAPTER 26: PLASTIC GENERAL COMMENTS PURPOSE |
| 449 | SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION |
| 450 | FIGURE 2603.1 FOAM PLASTIC COMPLIANCE |
| 454 | FIGURE 2603.4.1.6 FOAM PLASTIC, ATTIC AND CRAWL SPACES |
| 459 | FIGURE 2603.4.1.13 FOAM PLASTIC SPRAY APPLIED TO SILL PLATE AND HEADER |
| 460 | FIGURE 2603.8T ERMITE INFESTATION PROBABILITY MAP |
| 461 | TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 462 | SECTION 2604 INTERIOR FINISH AND TRIM TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT |
| 463 | SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS |
| 466 | SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS |
| 467 | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa |
| 468 | FIGURE 2607.4 FLAME BARRIER—EXCEPTION 1 SECTION 2607.4 SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING |
| 469 | SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 470 | FIGURE 2609.2 PLASTIC ROOF PANEL SEPARATION FROM OTHER PANELS |
| 471 | FIGURE 2609.3 PLASTIC ROOF PANEL SEPARATION FROM EXTERIOR WALL TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS |
| 472 | SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING |
| 473 | SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS |
| 474 | FIGURE 2611.3(1) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS—EXAMPLE 1 SECTION 2612 PLASTIC COMPOSITES |
| 475 | FIGURE 2611.3(2) MAXIMUM AREA OF LIGHT-TRANSMITTING PLASTIC SIGNS—EXAMPLE 2 |
| 476 | SECTION 2613 FIBER-REINFORCED POLYMER |
| 478 | SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION BIBLIOGRAPHY |
| 480 | CHAPTER 27: ELECTRICAL GENERAL COMMENTS PURPOSE SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS |
| 484 | CHAPTER 28: MECHANICAL SYSTEMS GENERAL COMMENTS PURPOSE SECTION 2801 GENERAL |
| 485 | FIGURE 2801.1 EXAMPLE LABELS |
| 486 | CHAPTER 29: PLUMBING SYSTEMS GENERAL COMMENTS PURPOSE SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES |
| 489 | [P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2) |
| 490 | [P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.1.1 and 2902.2) |
| 491 | [P] TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.1.1 and 2902.2) |
| 494 | FIGURE 2902.1.1(1) SOLUTION SUMMARY FOR SAMPLE PROBLEM 1 |
| 495 | FIGURE 2902.1.1(2) SOLUTION SUMMARY FOR SAMPLE PROBLEM 2 |
| 497 | FIGURE 2902.1.1(3) SOLUTION SUMMARY FOR SAMPLE PROBLEM 3 FIGURE 2902.1.1(4) SOLUTION SUMMARY FOR SAMPLE PROBLEM 4 FIGURE 2902.1.1(5) BUILDING PLUMBING FIXTURE TOTALS FOR SAMPLE PROBLEM 4 |
| 499 | FIGURE 2902.3(1) RESTAURANT ENTRY SIGN |
| 500 | FIGURE 2902.3(2) QUICK TRANSACTION CUSTOMER AREA |
| 501 | FIGURE 2902.3.1(1) CUSTOMER TOILET ACCESS |
| 502 | FIGURE 2902.3.1(2) WALK-UP ICE CREAM SHOP WITH OUTDOOR SEATING |
| 504 | BIBLIOGRAPHY |
| 506 | CHAPTER 30: ELEVATORS AND CONVEYING SYSTEMS GENERAL COMMENTS PURPOSE SECTION 3001 GENERAL |
| 507 | SECTION 3002 HOISTWAY ENCLOSURES |
| 509 | FIGURE 3002.3 ELEVATOR CORRIDOR CALL STATION PICTOGRAPH |
| 510 | FIGURE 3002.4(a) EXAMPLES: ELEVATOR CAR SIZING—3,500 lb PASSENGER ELEVATOR |
| 511 | FIGURE 3002.4(b) EXAMPLES: ELEVATOR CAR SIZING—4,000 lb PASSENGER ELEVATOR FIGURE 3002.6 ADDITIONAL DOOR IN FRONT OF HOISTWAY |
| 512 | SECTION 3003 EMERGENCY OPERATIONS |
| 514 | SECTION 3004 CONVEYING SYSTEMS |
| 515 | FIGURE 3004.2.1 DRAFT AND SPRINKLER WATER CURTAIN |
| 516 | SECTION 3005 MACHINE ROOMS |
| 517 | FIGURE 3005.4 EXCEPTIONS, MACHINE ROOM FIRE RESISTANCE SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION |
| 520 | SECTION 3007 FIRE SERVICE ACCESS ELEVATOR |
| 522 | FIGURE 3007.6 LOBBY COMPARISON TABLE—FIRE SERVICES ACCESS ELEVATORS AND OCCUPANT EVACUATION ELEVATORS |
| 524 | FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL |
| 525 | SECTION 3008 OCCUPANT EVACUATION ELEVATORS |
| 530 | BIBLIOGRAPHY |
| 532 | CHAPTER 31: SPECIAL CONSTRUCTION GENERAL COMMENTS PURPOSE SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES |
| 535 | FIGURE 3102.6.1 NONCOMBUSTIBLE AND FLAME-RESISTANT MEMBRANE CONSTRUCTION |
| 537 | SECTION 3103 TEMPORARY STRUCTURES |
| 538 | SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS FIGURE 3104 EXAMPLE—PEDESTRIAN WALKWAY |
| 540 | FIGURE 3104.5.1 PEDESTRIAN WALKWAY—BUILDING INTERFACE |
| 541 | FIGURE 3104.5.2 ALTERNATIVE SEPARATION |
| 542 | FIGURE 3104.5.3(1) OPEN SIDES ON PEDESTRIAN WALKWAY (NONSPRINKLERED) |
| 543 | FIGURE 3104.5.3(2) OPEN SIDES ON PEDESTRIAN WALKWAY (SPRINKLERED) |
| 544 | FIGURE 3104.5.4 EXTERIOR WALLS GREATER THAN 2 HOURS SECTION 3105 AWNINGS AND CANOPIES |
| 545 | FIGURE 3104.10 TUNNELED WALKWAY FIGURE 3105.1(1) EXAMPLE—CANOPY FIGURE 3105.1(2) EXAMPLE—CANOPY STRUCTURE |
| 546 | FIGURE 3105.1(3) EXAMPLE—AWNING SECTION 3106 MARQUEES |
| 547 | FIGURE 3106.1(1) EXAMPLE—MARQUEE FIGURE 3106.1(2) EXAMPLE—MARQUEE SECTION 3107 SIGNS |
| 548 | FIGURE 3106.2 PERMISSIBLE PROJECTION, HEIGHT AND CLEARANCES FOR MARQUEES |
| 549 | SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES SECTION 3110 AUTOMATIC VEHICULAR GATES |
| 550 | SECTION 3111 PHOTOVOLTAIC PANELS AND MODULES BIBLIOGRAPHY |
| 552 | CHAPTER 32: ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY GENERAL COMMENTS PURPOSE SECTION 3201 GENERAL |
| 553 | SECTION 3202 ENCROACHMENTS FIGURE 3202.1.1 ENCROACHMENT BELOW GRADE FIGURE 3202.1.3 AREAWAYS |
| 554 | FIGURE 3202.2.1 STEPS |
| 555 | FIGURE 3202.2.3 AWNINGS |
| 556 | FIGURE 3202.3.1 AWNINGS, CANOPIES, MARQUEES AND SIGNS 8 FEET OR MORE ABOVE GRADE FIGURE 3202.3.2 WINDOWS, BALCONIES, ARCHITECTURAL FEATURES AND MECHANICAL EQUIPMENT |
| 558 | CHAPTER 33: SAFEGUARDS DURING CONSTRUCTION GENERAL COMMENTS PURPOSE SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS |
| 559 | SECTION 3303 DEMOLITION |
| 560 | SECTION 3304 SITE WORK SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS |
| 561 | TABLE 3306.1 PROTECTION OF PEDESTRIANS |
| 563 | SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY |
| 564 | SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES |
| 565 | SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION BIBLIOGRAPHY |
| 566 | CHAPTER 34: RESERVED |
| 568 | CHAPTER 35: REFERENCED STANDARDS GENERAL COMMENTS PURPOSE |
| 569 | FIGURE 35 REFERENCED STANDARD |
| 570 | AA AAMA ACI |
| 571 | AISC AISI ALI |
| 572 | AMCA ANSI APA |
| 573 | APSP ASABE ASCE/SEI |
| 574 | ASME ASSE ASTM |
| 581 | AWC AWCI AWPA |
| 582 | AWS BHMA CEN CGSB CPA |
| 583 | CPSC CSA CSSB DASMA |
| 584 | DOC DOL DOTn FEMA |
| 585 | FM GA HPVA ICC |
| 586 | ISO MHI |
| 587 | NAAMM NCMA NFPA |
| 588 | PCI |
| 589 | PTI RMI SBCA SDI SJI |
| 590 | SPRI TIA TMS TPI UL |
| 592 | ULC USC WCLIB |
| 593 | WDMA WRI |
| 594 | APPENDIX A: EMPLOYEE QUALIFICATIONS GENERAL COMMENTS PURPOSE SECTION A101 BUILDING OFFICIAL QUALIFICATIONS |
| 595 | SECTION A102 REFERENCED STANDARDS |
| 596 | APPENDIX B: BOARD OF APPEALS GENERAL COMMENTS PURPOSE SECTION B101 GENERAL |
| 600 | APPENDIX C: GROUP U-AGRICULTURAL BUILDINGS GENERAL COMMENTS PURPOSE SECTION C101 GENERAL |
| 601 | 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 |
| 602 | SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS |
| 604 | APPENDIX D: FIRE DISTRICTS GENERAL COMMENTS PURPOSE SECTION D101 GENERAL |
| 605 | FIGURE D101.2.1 EXAMPLE OF FIRE DISTRICTS |
| 606 | FIGURE D101.2.2 BUFFER ZONES SECTION D102 BUILDING RESTRICTIONS |
| 607 | FIGURE D101.2.3 ADDING ADJACENT BLOCKS |
| 609 | SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT |
| 610 | FIGURE D104 BUILDINGS PARTIALLY WITHIN FIRE DISTRICTS SECTION D106 REFERENCED STANDARDS BIBLIOGRAPHY |
| 612 | APPENDIX E: SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS GENERAL COMMENTS PURPOSE |
| 613 | SECTION E101 GENERAL SECTION E102 DEFINITIONS SECTION E103 ACCESSIBLE ROUTE SECTION E104 SPECIAL OCCUPANCIES |
| 614 | TABLE E104.2.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES |
| 615 | SECTION E105 OTHER FEATURES AND FACILITIES |
| 616 | SECTION E106 TELEPHONES TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES |
| 617 | FIGURE E106.4 EXAMPLE OF TELEPHONE WITH TTY |
| 618 | SECTION E107 SIGNAGE |
| 619 | FIGURE E107.2 EXAMPLE OF ROOM DESIGNATION SIGNAGE FIGURE E107.3 EXAMPLE OF DIRECTIONAL SIGNAGE |
| 620 | SECTION E108 BUS STOPS |
| 621 | SECTION E109 TRANSPORTATION FACILITIES AND STATIONS |
| 622 | SECTION E110 AIRPORTS |
| 623 | SECTION E111 REFERENCED STANDARDS BIBILIOGRAPHY |
| 624 | APPENDIX F: RODENTPROOFING GENERAL COMMENTS PURPOSE SECTION F101 GENERAL |
| 626 | APPENDIX G: FLOOD-RESISTANT CONSTRUCTION GENERAL COMMENTS PURPOSE SECTION G101 ADMINISTRATION |
| 627 | SECTION G102 APPLICABILITY |
| 628 | SECTION G103 POWERS AND DUTIES |
| 631 | SECTION G104 PERMITS |
| 632 | SECTION G105 VARIANCES |
| 634 | SECTION G201 DEFINITIONS |
| 635 | SECTION G301 SUBDIVISIONS |
| 636 | SECTION G401 SITE IMPROVEMENT |
| 637 | SECTION G501 MANUFACTURED HOMES |
| 639 | SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK |
| 640 | SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U |
| 641 | SECTION G1101 REFERENCED STANDARDS BIBLIOGRAPHY |
| 644 | APPENDIX H: SIGNS GENERAL COMMENTS PURPOSE SECTION H101 GENERAL |
| 645 | SECTION H102 DEFINITIONS |
| 646 | SECTION H103 LOCATION SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION |
| 647 | SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS |
| 648 | SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS |
| 649 | SECTION H110 ROOF SIGNS |
| 650 | SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS |
| 651 | SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS |
| 652 | TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS |
| 654 | APPENDIX I: PATIO COVERS GENERAL COMMENTS PURPOSE SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS |
| 655 | SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS |
| 656 | APPENDIX J: GRADING GENERAL COMMENTS PURPOSE SECTION J101 GENERAL SECTION J102 DEFINITIONS |
| 657 | SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS |
| 658 | SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS |
| 659 | SECTION J107 FILLS FIGURE J107.3 BENCHING DETAILS |
| 660 | SECTION J108 SETBACKS FIGURE J108.1 DRAINAGE DIMENSIONS |
| 661 | SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL |
| 662 | SECTION J111 REFERENCED STANDARDS BIBLIOGRAPHY |
| 664 | APPENDIX K: ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS |
| 665 | SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION |
| 666 | SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS |
| 668 | APPENDIX L: EARTHQUAKE RECORDING INSTRUMENTATION GENERAL COMMENTS PURPOSE SECTION L101 GENERAL |
| 670 | APPENDIX M: TSUNAMI-GENERATED FLOOD HAZARD GENERAL COMMENTS |
| 671 | PURPOSE SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD |
| 673 | SECTION M102 REFERENCED STANDARDS BIBLIOGRAPHY |
| 674 | INDEX |
| 712 | ICC MEMBERSHIP |
| 713 | ICC PLAN REVIEW SERVICES |
| 714 | 2015 I-CODES ESSENTIALS |
| 715 | GET IMMEDIATE DOWNLOADS |
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