MN BuildingCode 2000
$45.17
Minnesota State Building Code
| Published By | Publication Date | Number of Pages |
| MN | 2000 | 776 |
2000 International Building Code® integrated with the Minnesota State amendments.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | COVER |
| 2 | Copyright |
| 3 | Preface |
| 5 | Sample Ordinance |
| 7 | Table of Contents Chapters 1-7 Chapter 1 Chapter 2 Chapter 3 Chapter 4 Chapter 5 Chapter 6 Chapter 7 |
| 8 | Chapters 8-15 Chapter 8 Chapter 9 Chapter 10 Chapter 11 Chapter 12 Chapter 13 Chapter 14 Chapter 15 |
| 9 | Chapters 16-20 Chapter 16 Chapter 17 Chapter 18 Chapter 19 Chapter 20 |
| 10 | Chapters 21-27 Chapter 21 Chapter 22 Chapter 23 Chapter 24 Chapter 25 Chapter 26 Chapter 27 |
| 11 | Chapters 28-35 Chapter 28 Chapter 29 Chapter 30 Chapter 31 Chapter 32 Chapter 33 Chapter 34 Chapter 35 Appendices A-D Appendix A Appendix B Appendix C Appendix D |
| 12 | Appendices E-J Appendix E Appendix F Appendix G Appendix H Appendix I Appendix J Index |
| 13 | CHAPTER 1 ADMINISTRATION |
| 15 | MINNESOTA RULES, CHAPTER 1300 1300.0010 ADMINISTRATION 1300.0020 TITLE 1300.0030 PURPOSE AND APPLICATION 1300.0040 SCOPE 1300.0050 CHAPTERS OF MINNESOTA STATE BUILDING CODE |
| 16 | 1300.0060 OPTIONAL ADMINISTRATION 1300.0070 DEFINITIONS |
| 17 | 1300.0080 CODE ADOPTION AND AMENDMENTS 1300.0090 DEPARTMENT OF BUILDING SAFETY 1300.0110 DUTIES AND POWERS OF BUILDING OFFICIAL |
| 19 | 1300.0120 PERMITS |
| 20 | 1300.0130 CONSTRUCTION DOCUMENTS |
| 21 | 1300.0140 VIOLATIONS 1300.0150 VIOLATIONS, PENALTY |
| 22 | 1300.0160 FEES |
| 23 | 1300.0170 STOP WORK ORDER 1300.0180 UNSAFE BUILDINGS OR STRUCTURES 1300.0190 TEMPORARY STRUCTURES AND USES 1300.0210 INSPECTIONS |
| 24 | 1300.0220 CERTIFICATE OF OCCUPANCY |
| 25 | 1300.0230 BOARD OF APPEALS 1300.0240 DISCLAIMER CLAUSE 1300.0250 SEVERABILITY |
| 27 | MINNESOTA RULES, CHAPTER 1303 1303.1100 PURPOSE 1303.1200 RESTROOM FACILITIES IN PUBLIC ACCOMODATIONS 1303.1300 SPACE FOR COMMUTER VANS 1303.1400 AUTOMATIC GARAGE DOOR OPENING SYSTEMS Subp. 5. TABLE 1-A MINIMUM RECYCLING SPACE REQUIREMENTS |
| 28 | 1303.1600 FOOTING DEPTH FOR FROST PROTECTION 1303.1700 GROUND SNOW LOAD 1303.1800 RADIAL ICE ON TOWERS 1303.1900 CONVENTIONAL FOUNDATION CONSTRUCTION TABLE 2-A—FOUNDATION WALL REINFORCEMENT REQUIREMENTS OF 12-INCH THICK HOLLOW UNIT MASONRY OR 8-INCH THICK CAST-IN-PLACE (CIP) CONCRETE |
| 29 | 1303.2000 EXTERIOR WOOD DECKS, PATIOS, AND BALCONIES TABLE 2-B—TYPES OF SOILS AND THEIR PROPERTIES |
| 31 | MINNESOTA RULES, CHAPTER 1305 1305.0011 ADOPTION OF INTERNATIONAL BUILDING CODE BY REFERENCE AND ADMINISTRATIVE AUTHORITY 1305.0021 REFERENCES TO OTHER INTERNATIONAL CODE COUNCIL CODES 1305.0030 ADMINISTARTIVE PROCEDURE CRITERIA 1305.0040 VIOLATION |
| 33 | CHAPTER 2 DEFINITIONS Section 201 Section 202 |
| 45 | CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION Section 301 TABLE 302.1.1 INCIDENTAL USE AREAS Section 302 |
| 47 | TABLE 302.3.3 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)a |
| 48 | Section 303 Section 304 Section 305 |
| 49 | Section 306 Section 307 |
| 55 | Section 308 |
| 56 | [F] TABLE 307.7(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZRADOUS MATERIALS POSING A PHYSICAL HAZARDa,j |
| 57 | [F] TABLE 307.7(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZRADOUS MATERIAL POSING A HEALTH HAZARDa,b,c |
| 58 | Section 309 Section 310 |
| 59 | Section 311 |
| 60 | Section 312 |
| 61 | CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY Section 401 Section 402 |
| 64 | Section 403 |
| 65 | Section 404 |
| 66 | Section 405 |
| 69 | Section 406 |
| 72 | TABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT |
| 73 | Section 407 |
| 75 | Section 408 |
| 77 | Section 409 |
| 78 | Section 410 |
| 82 | Section 411 Section 412 |
| 83 | TABLE 412.1.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS |
| 85 | Section 413 Section 414 |
| 89 | TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS TABLE 414.2.4 MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS d,e,f |
| 90 | TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa |
| 91 | Section 415 |
| 93 | TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS |
| 95 | TABLE 415.3.1—continued TABLE 415.3.2 REQUIRED DETACHED STORAGE |
| 100 | TABLE 415.9.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A FABRICATION AREA IN GROUP H-5a |
| 101 | TABLE 415.9.2.1.1—continued |
| 103 | TABLE 415.9.5.9 MINIMUM SEPARATION OF HPMa,b |
| 106 | Section 416 Section 417 Section 418 |
| 109 | CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS Section 501 Section 502 Section 503 |
| 110 | TABLE 503 ALLOWABLE HEIGHT AND BUILDING AREAS |
| 111 | TABLE 503—continued Section 504 |
| 112 | Section 505 |
| 113 | Section 506 (Equation 5-1) Section 507 |
| 114 | Section 508 |
| 119 | CHAPTER 6 TYPES OF CONSTRUCTION Section 601 Section 602 |
| 120 | Section 603 |
| 121 | TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE |
| 123 | CHAPTER 7 FIRE-RESISTANCE-RATED CONSTRUCTION Section 701 Section 702 |
| 124 | Section 703 |
| 125 | Section 704 |
| 126 | (Equation 7-1) |
| 127 | FIGURE 704.7 EQUIVALENT OPENING FACTOR (Equation 7-2) |
| 128 | TABLE 704.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGSa |
| 129 | Section 705 |
| 130 | TABLE 705.4 FIRE WALL FIRE-RESISTANCE RATINGS |
| 132 | Section 706 Section 707 |
| 135 | Section 708 |
| 136 | Section 709 Section 710 |
| 137 | Section 711 |
| 139 | Section 712 |
| 140 | Section 713 |
| 141 | Section 714 |
| 144 | Section 715 |
| 147 | Section 716 |
| 149 | Section 717 Section 718 |
| 150 | Section 719 |
| 151 | TABLE 719.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm |
| 152 | TABLE 719.1(1)—continued |
| 153 | TABLE 719.1(1)–continued |
| 154 | TABLE 719.1(1)—continued |
| 155 | TABLE 719.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONSa,o,p |
| 156 | TABLE 719.1(2)—continued |
| 157 | TABLE 719.1(2)–continued |
| 158 | TABLE 719.1(2)—continued |
| 159 | TABLE 719.1(2)—continued |
| 160 | TABLE 719.1(2)—continued |
| 161 | TABLE 719.1(2)—continued |
| 163 | TABLE 719.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q |
| 164 | TABLE 719.1(3)—continued |
| 165 | TABLE 719.1(3)—continued |
| 166 | TABLE 719.1(3)—continued |
| 167 | TABLE 719.1(3)—continued |
| 168 | TABLE 719.1(3)—continued |
| 169 | TABLE 719.1(3)—continued |
| 170 | TABLE 719.1(3)—continued |
| 171 | TABLE 719.1(3)—continued |
| 172 | Section 720 |
| 173 | TABLE 720.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOADBEARING OR NONLOADBEARING (Equation 7-3) (Equation 7-4) |
| 174 | TABLE 720.2.1.2(1) VALUES OF Rn 0.59 FOR USE IN EQUATION 7-4 TABLE 720.2.1.2(2) FIRE RESISTANCE RATINGS BASED ON R 0.59 FIGURE 720.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS |
| 175 | FIGURE 720.2.1.3.1 CERAMIC FIBER JOINT PROTECTION |
| 176 | TABLE 720.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 720.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS (Equation 7-5) FIGURE 720.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS TABLE 720.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL |
| 177 | TABLE 720.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL FIGURE 720.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS FIGURE 720.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES |
| 178 | FIGURE 720.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES TABLE 720.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) |
| 179 | TABLE 720.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 720.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 720.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) |
| 180 | TABLE 720.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH TABLE 720.2.3(5) MINIMUM COVER FOR PRESTESSED CONCRETE BEAMS OF ALL WIDTHS |
| 181 | (Equation 7-6) |
| 182 | TABLE 720.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d (Equation 7-7) |
| 183 | TABLE 720.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 720.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) (Equation 7-8) (Equation 7-9) (Equation 7-10) |
| 184 | (Equation 7-11) FIGURE 720.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS |
| 185 | TABLE 720.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 720.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAMED BRICK VENEER WALLS OR PARTITIONS |
| 186 | TABLE 720.4.1(3) VALUES OF Rn 0.59 TABLE 720.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 720.4.1(5) REINFORCED MASONRY LINTELS TABLE 720.4.1(6) REINFORCED CLAY MASONRY COLUMNS (Equation 7-12) FIGURE 720.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMN COVERS |
| 187 | FIGURE 720.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM FIGURE 720.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD (Equation 7-13) |
| 188 | TABLE 720.5.1(1) W/D RATIOS FOR STEEL COLUMNS |
| 189 | FIGURE 720.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAY-APPLIED FIRE-RESISTANT MATERIALS (Equation 7-14) FIGURE 720.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa (Equation 7-15) TABLE 720.5.1(2) PROPERTIES OF CONCRETE |
| 190 | (Equation 7-16) TABLE 720.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS FIGURE 720.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS |
| 191 | FIGURE 720.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS |
| 192 | TABLE 720.5.1(4) WEIGHT TO HEATED PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 720.5.1(4)–continued |
| 193 | TABLE 720.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS |
| 194 | TABLE 720.5.1(5)—continued |
| 195 | TABLE 720.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS |
| 196 | TABLE 720.5.1(6)—continued |
| 197 | TABLE 720.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL WEIGHT CONCRETEa [FIGURE720.5.1(6)(c)] TABLE 720.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 720.5.1(6)(c)] |
| 198 | TABLE 720.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL WEIGHT PRECAST COVERSa [FIGURE 720.5.1 (6)(a)] TABLE 720.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 720.5.1(6)(a)] |
| 199 | TABLE 720.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa,b,c,d TABLE 720.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAMEa,b,c |
| 200 | (Equation 7-18) (Equation 7-19) (Equation 7-20) (Equation 7-21) TABLE 720.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS |
| 201 | TABLE 720.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 720.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION FIGURE 720.6.3(1) LOAD FACTOR FIGURE 720.6.3(2) EFFECTIVE LENGTH FACTORS |
| 203 | CHAPTER 8 INTERIOR FINISHES Section 801 Section 802 Section 803 |
| 205 | TABLE 803.4 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk |
| 206 | Section 804 |
| 207 | Section 805 |
| 209 | CHAPTER 9 FIRE PROTECTION SYSTEMS Section 901 Section 902 |
| 212 | Section 903 |
| 213 | TABLE 903.2.4.2 GROUP H-5 SPRINKLER DESIGN CRITERIA |
| 215 | TABLE 903.2.15 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS |
| 218 | Section 904 |
| 220 | Section 905 |
| 222 | Section 906 Section 907 |
| 234 | Section 908 |
| 235 | Section 909 |
| 236 | (Equation 9-1) |
| 237 | (Equation 9-2) (Equation 9-3) (Equation 9-4) (Equation 9-5) |
| 238 | (Equation 9-6) (Equation 9-7) |
| 244 | Section 910 |
| 245 | TABLE 910.3 REQUIREMENTS FOR CURTAIN BOARDS AND SMOKE VENTINGa |
| 246 | TABLE 910.5.2.1.2 MINIMUM HEAT RELEASE RATES FOR CONTROL MODE SPRINKLERS |
| 248 | Section 911 |
| 249 | CHAPTER 10 MEANS OF EGRESS Section 1001 Section 1002 |
| 251 | Section 1003 |
| 253 | TABLE 1003.2.2.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT TABLE 1003.2.2.2—continued |
| 255 | TABLE 1003.2.3 EGRESS WIDTH PER OCCUPANT SERVED |
| 261 | TABLE 1003.3.1.3.1 REVOLVING DOOR SPEEDS |
| 271 | Section 1004 |
| 273 | TABLE 1004.2.4 EXIT ACCESS TRAVLE DISTANCEa |
| 275 | TABLE 1004.3.2.1 CORRIDOR FIRE-RESISTANCE RATING |
| 277 | Section 1005 |
| 278 | TABLE 1005.2.2 BUILDINGS WITH ONE EXIT |
| 281 | Section 1006 |
| 283 | Section 1007 Section 1008 |
| 284 | TABLE 1008.5.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY |
| 288 | Section 1009 |
| 291 | CHAPTER 11 ACCESSABILITY |
| 293 | CHAPTER 12 INTERIOR ENVIRONMENT Section 1201 Section 1202 |
| 294 | Section 1203 Section 1204 |
| 295 | Section 1205 Section 1206 Section 1207 |
| 296 | Section 1208 Section 1209 |
| 297 | CHAPTER 13 ENERGY EFFICIENCY |
| 299 | CHAPTER 14 EXTERIOR WALLS Section 1401 Section 1402 Section 1403 |
| 300 | Section 1404 Section 1405 |
| 301 | TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS |
| 304 | Section 1406 |
| 305 | TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS |
| 306 | Section 1407 |
| 309 | CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Section 1501 Section 1502 |
| 310 | Section 1503 Section 1504 |
| 311 | Section 1505 |
| 313 | TABLE 1505.1a,b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION Section 1506 Section 1507 |
| 314 | TABLE 1507.2 ASPHALT SHINGLE APPLICATION |
| 316 | TABLE 1507.2.9.2 VALLEY LINING MATERIAL |
| 317 | TABLE 1507.3.5 TRANSVERSE BREAKING STRENGTH OF CONCRETE ROOF TILE (lbs.) TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa,b,c |
| 318 | TABLE 1507.3.7—continued |
| 319 | TABLE 1507.4.3 METAL ROOF COVERINGS |
| 320 | TABLE 1507.7.5 SLATE SHIGLE HEADLAP |
| 321 | TABLE 1507.8 WOOD SHIGLE AND SHAKE INSTALLATION |
| 322 | TABLE 1507.8.4 WOOD SHIGLE MATERIAL REQUIREMENTS TABLE 1507.8.6 WOOD SHIGLE WEATHER EXPOSURE AND ROOF SLOPE |
| 323 | TABLE 1507.9.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.7 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE |
| 324 | TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS Section 1508 Section 1509 |
| 326 | Section 1510 |
| 327 | CHAPTER 16 STRUCTURAL DESIGN Section 1601 Section 1602 |
| 330 | Section 1603 |
| 331 | Section 1604 |
| 332 | TABLE 1604.3 DEFLECTION LIMITSa,b,c Section 1605 |
| 335 | Section 1606 Section 1607 |
| 336 | TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS |
| 337 | TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS |
| 338 | (Equation 16-1) TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR, KLL (Equation 16-2) |
| 339 | (Equation 16-3) (Equation 16-4) (Equation 16-5) (Equation 16-6) (Equation 16-7) (Equation 16-8) (Equation 16-9) (Equation 16-10) |
| 340 | Section 1608 |
| 341 | TABLE 1608.2 GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS Section 1609 |
| 343 | TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c (Equation 16-11) |
| 344 | (Equation 16-12) (Equation 16-13) TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa,b,c |
| 346 | (Equation 16-14) Section 1610 |
| 347 | Section 1611 (Equation 16-15) Section 1612 |
| 348 | FIGURE 1609 BASIC WIND SPEED (3-SECOND GUST) |
| 349 | FIGURE 1609—continued |
| 350 | FIGURE 1609—continued |
| 351 | FIGURE 1609—continued |
| 352 | FIGURE 1609—continued |
| 353 | FIGURE 1609.6(1) MAIN WINDFORCE (MWF) LOADING DIAGRAM |
| 354 | FIGURE 1609.6(2) COMPONENT AND CLADDING LOADING DIAGRAMS |
| 355 | FIGURE 1609.6(3) APPLICATION OF MAIN WINDFORCE-RESISTING SYSTEM (MWFRS) LOADS FOR SIMPLE DIAPHRAGM BUILDINGS |
| 356 | TABLE 1609.6.2.1(1) MAIN WINDFORCE-RESISTING SYSTEM LOADS FOR A BUILDING WITH MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE |
| 357 | TABLE 1609.6.2.1(1)—continued |
| 358 | TABLE 1609.6.2.1(2) COMPONENET AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba (psf) |
| 359 | TABLE 1609.6.2.1(2)—continued |
| 360 | TABLE 1609.6.2.1(3) ROOF OVERHANG COMPONENT AND CLADDING DESIGN WIND PRESSURES FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba (psf) TABLE 1609.6.2.1(4) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTSa |
| 361 | TABLE 1610.1 SOIL LATERAL LOAD |
| 363 | Section 1613 |
| 364 | Section 1614 |
| 365 | Section 1615 |
| 366 | FIGURE 1615(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING). SITE CLASS B |
| 367 | FIGURE 1615(1)—continued |
| 368 | FIGURE 1615(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELLERATION (5 PERCENT OF CRITICAL DAMPING). SITE CLASS B |
| 369 | FIGURE 1615(2)—continued |
| 370 | FIGURE 1615(3) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELRATION (5 PERCENT OF CRITICAL DAMPING). SITE CLASS B |
| 371 | FIGURE 1615(3)—continued |
| 372 | FIGURE 1615(4) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING). SITE CLASS B |
| 373 | FIGURE 1615(4)—continued |
| 374 | FIGURE 1615(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING). SITE CLASS B |
| 375 | FIGURE 1615(5)—continued |
| 376 | FIGURE 1615(6) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING). SITE CLASS B |
| 377 | FIGURE 1615(6)—continued |
| 378 | FIGURE 1615(7) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING). SITE CLASS B |
| 379 | FIGURE 1615(7)—continued |
| 380 | FIGURE 1615(8) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING). SITE CLASS B |
| 381 | FIGURE 1615(8)—continued |
| 382 | FIGURE 1615(9) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN, AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING). SITE CLASS B |
| 383 | FIGURE 1615(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5 PERCENT OF CRITICAL DAMPING). SITE CLASS B |
| 384 | (Equation 16-16) (Equation 16-17) (Equation 16-18) (Equation 16-19) TABLE 1615.1.1 SITE CLASS DEFINITIONS |
| 385 | TABLE 1615.1.2(1) VALUES OF SITE COEFFICIENT Fa AS A FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS (Ss)a TABLE 1615.1.2(2) VALUES OF SITE COEFFICIENT Fv AS A FUNCTION OF SITE CLASS AND MAPPED SPECTRAL RESPONSE ACCELLERATION AT 1 SECOND PERIOD (S1)a (Equation 16-20) (Equation 16-21) |
| 386 | FIGURE 1615.1.4 DESIGN RESPONSE SPECTRUM (Equation 16-22) (Equation 16-23) (Equation 16-24) (Equation 16-25) |
| 387 | TABLE 1615.1.5 SITE CLASSIFICATIONa FIGURE 1615.2.2 DETERMINISTIC LIMIT ON MAXIMUM CONSIDERED EARTHQUAKE RESPONSE SPECTRUM |
| 388 | Section 1616 TABLE 1616.3(1) SEISMIC DESIGN CATEGORY BASED ON SHORT PERID RESPONSE ACCELERATIONS |
| 389 | TABLE 1616.3(2) SEISMIC DESIGN CATEGORY BASED ON 1 SECOND PERIOD RESPONSE ACCELERATION (Equation 16-27) |
| 390 | TABLE 1616.5.1 PLAN STRUCTURAL IRREGULARITIES |
| 391 | TABLE 1616.5.2 VERTICAL STRUCTURAL IRREGULARITIES Section 1617 (Equation 16-28) |
| 392 | TABLE 1616.6.3 ANALYSIS PROCEDURES FOR SEISMIC DESIGN CATEGORIES D, E OR F (Equation 16-29) (Equation 16-30) (Equation 16-31) |
| 393 | (Equation 16-32) (Equation 16-33) (Equation 16-34) |
| 394 | (Equation 16-35) (Equation 16-36) (Equation 16-37) (Equation 16-38) TABLE 1617.3 ALLOWABLE STORY DRIFT, ∆a (inches) |
| 395 | TABLE 1617.4.2 COEFFICIENT FOR UPPER LIMIT ON CALCULATED PERIOD (Equation 16-39) (Equation 16-40) (Equation 16-41) (Equation 16-42) (Equation 16-43) |
| 396 | (Equation 16-44) (Equation 16-45) (Equation 16-46) |
| 397 | (Equation 16-47) (Equation 16-48) |
| 399 | TABLE 1617.6 DESIGN COEFFICIENTS AND FACTORS FOR BASIC SEISMIC-FORCE-RESISTING SYSTEMS |
| 400 | TABLE 1617.6—continued |
| 401 | TABLE 1617.6—continued |
| 402 | TABLE 1617.6—continued |
| 403 | Section 1618 (Equation 16-51) (Equation 16-52) |
| 404 | (Equation 16-53) (Equation 16-54) (Equation 16-55) (Equation 16-56) (Equation 16-57) (Equation 16-58) |
| 405 | (Equation 16-59) |
| 406 | Section 1619 Section 1620 (Equation 16-60) (Equation 16-61) (Equation 16-62) |
| 407 | (Equation 16-63) (Equation 16-64) |
| 408 | (Equation 16-65) |
| 409 | (Equation 16-66) Section 1621 |
| 410 | (Equation 16-67) (Equation 16-68) (Equation 16-69) (Equation 16-70) (Equation 16-71) (Equation 16-72) (Equation 16-73) |
| 413 | TABLE 1621.2 ARCHITECTURAL COMPONENTS COEFFICIENTS |
| 414 | (Equation 16-74) |
| 415 | TABLE 1621.3 MECHANICAL AND ELECTRICAL COMPONENTS COEFFICIENTS |
| 420 | Section 1622 |
| 421 | (Equation 16-75) (Equation 16-76) |
| 422 | TABLE 1622.2.5(1) SEISMIC COEFFICIENTS FOR NONBUILDING STRUCTURES |
| 423 | TABLE 1622.2.5(2) IMPORTANCE FACTOR (I) AND SEISMIC USE GROUP CLASSIFICATION FOR NONBUILDING STRUCTURES (Equation 16-77) |
| 424 | (Equation 16-78) |
| 426 | Section 1623 |
| 428 | (Equation 16-79) TABLE 1623.2.2.1 DAMPING COEFFICIENT, BD OR BM (Equation 16-80) (Equation 16-81) (Equation 16-82) |
| 429 | (Equation 16-83) (Equation 16-84) (Equation 16-85) (Equation 16-86) |
| 430 | (Equation 16-87) (Equation 16-88) (Equation 16-89) |
| 435 | (Formula 16-21) (Formula 16-22) |
| 436 | (Equation 16-90) (Equation 16-91) |
| 437 | (Equation 16-92) (Equation 16-93) (Equation 16-94) (Equation 16-95) |
| 439 | CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS Section 1701 Section 1702 |
| 440 | Section 1703 |
| 441 | Section 1704 |
| 443 | TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION |
| 444 | TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION |
| 446 | TABLE 1704.5.1 LEVEL 1 SPECIAL INSPECTION |
| 447 | TABLE 1704.5.3 LEVEL 2 SPECIAL INSPECTION |
| 448 | Section 1705 |
| 449 | Section 1706 |
| 450 | Section 1707 |
| 451 | Section 1708 TABLE 1708.1.1 LEVEL 1 QUALITY ASSURANCE |
| 452 | TABLE 1708.1.2 LEVEL 2 QUALITY ASSURANCE TABLE 1708.1.4 LEVEL 3 QUALITY ASSURANCE Section 1709 |
| 453 | Section 1710 Section 1711 Section 1712 Section 1713 |
| 454 | Section 1714 |
| 455 | Section 1715 |
| 457 | CHAPTER 18 SOILS AND FOUNDATIONS Section 1801 Section 1802 |
| 458 | Section 1803 |
| 459 | Section 1804 Section 1805 |
| 460 | TABLE 1804.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE |
| 461 | FIGURE 1805.3.1 FOUNDATION CLEARANCES FROM SLOPES |
| 463 | TABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa,b,c,d |
| 464 | (Equation 18-1) |
| 465 | TABLE 1805.5(1) NOT ADOPTED BY THE STATE OF MINNESOTA TABLE 1805.5(2) 8-INCH REINFORCED CONCRETE AND MASONRY FOUNDATION WALLS WHERE d ≥ 5 INCHESa, b, c |
| 466 | TABLE 1805.5(3) 10-INCH REINFORCED CONCRETE AND MASONRY FOUNDATION WALLS d ≥ 6.75 INCHESa, b, c |
| 467 | TABLE 1805.5(4) 12-INCH REINFORCED CONCRETE AND MASONRY FOUNDATION WALLS WHERE d ≥ 8.75 INCHa, b, c (Equation 18-2) (Equation 18-3) |
| 468 | Section 1806 |
| 470 | Section 1807 |
| 475 | Section 1808 |
| 476 | (Equation 18-4) |
| 477 | (Equation 18-5) (Equation 18-6) (Equation 18-7) (Equation 18-8) (Equation 18-9) (Equation 18-10) |
| 478 | (Equation 18-11) (Equation 18-12) Section 1809 |
| 482 | Section 1810 Section 1811 |
| 485 | CHAPTER 19 CONCRETE Section 1901 Section 1902 |
| 486 | Section 1903 |
| 487 | Section 1904 TABLE 1904.2.1 TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE |
| 488 | FIGURE 1904.2.2 WEATHERING PROBABILITY MAP FOR CONCRETEa,b,c |
| 489 | Section 1905 |
| 490 | TABLE 1904.2.2(1) REQUIREMENTS FOR SPECIAL EXPOSURE CONDITIONS TABLE 1904.2.2(2) MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f’c) |
| 491 | TABLE 1904.2.3 REQUIREMENTS FOR CONCRETE EXPOSED TO DEICING CHEMICALS TABLE 1904.3 REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE-CONTAINING SOLUTIONS TABLE 1904.4.1 MAXIMUM CHLORIDE ION FOR CORROSION PROTECTION OF REINFORCEMENT |
| 494 | Section 1906 |
| 495 | Section 1907 |
| 496 | TABLE 1907.5.2.1 TOLERANCES |
| 497 | TABLE 1907.7.1 MINIMUM CONCRETE COVER Section 1908 (Equation 19-1) |
| 500 | Section 1909 |
| 501 | Section 1910 |
| 502 | Section 1911 |
| 503 | Section 1912 (Equation 19-2) TABLE 1912.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) |
| 504 | Section 1913 |
| 507 | (Equation 19-3) (Equation 19-4) |
| 508 | (Equation 19-5) (Equation 19-6) (Equation 19-7) (Equation 19-8) (Equation 19-9) (Equation 19-10) (Equation 19-11) (Equation 19-12) (Equation 19-13) (Equation 19-14) |
| 509 | (Equation 19-15) (Equation 19-16) (Equation 19-17) (Equation 19-18) (Equation 19-19) (Equation 19-20) (Equation 19-21) |
| 510 | (Equation 19-22) (Equation 19-23) (Equation 19-24) (Equation 19-25) (Equation 19-26) (Equation 19-27) (Equation 19-28) |
| 511 | (Equation 19-29) (Equation 19-30) (Equation 19-31) (Equation 19-32) (Equation 19-33) Section 1914 |
| 513 | Section 1915 Section 1916 |
| 515 | CHAPTER 20 ALUMINUM Section 2001 Section 2002 |
| 517 | CHAPTER 21 MASONRY Section 2101 Section 2102 |
| 522 | Section 2103 |
| 523 | TABLE 2103.7(1) MORTAR PROPORTIONS |
| 524 | TABLE 2103.7(2) MORTAR PROPERTIESa TABLE 2103.9 CERAMIC TILE MORTAR COMPOSITIONS |
| 525 | TABLE 2103.10 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION Section 2104 |
| 527 | Section 2105 |
| 528 | TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY |
| 529 | Section 2106 |
| 532 | (Equation 21-1) Section 2107 |
| 533 | (Equation 21-2) Section 2108 (Equation 21-3) |
| 534 | (Equation 21-4) (Equation 21-5) (Equation 21-6) (Equation 21-7) |
| 535 | (Equation 21-8) (Equation 21-9) (Equation 21-10) (Equation 21-11) (Equation 21-12) (Equation 21-13) |
| 536 | (Equation 21-14) (Equation 21-15) (Equation 21-16) (Equation 21-17) (Equation 21-18) |
| 537 | (Equation 21-19) (Equation 21-20) (Equation 21-21) |
| 538 | TABLE 2108.7.5 MODULUS OF RUPTURE FOR OUT-OF-PLANE BENDING (fr)a |
| 539 | (Equation 21-22) TABLE 2108.9.2.9 MINIMUM DIAMETERS OF BEND (Equation 21-23) (Equation 21-24) |
| 540 | (Equation 21-25) |
| 541 | (Equation 21-26) (Equation 21-27) (Equation 21-28) (Equation 21-29) |
| 542 | (Equation 21-30) (Equation 21-31) |
| 544 | (Equation 21-32) (Equation 21-33) (Equation 21-34) (Equation 21-35) (Equation 21-36) (Equation 21-37) |
| 545 | (Equation 21-38) (Equation 21-39) (Equation 21-40) (Equation 21-41) (Equation 21-42) |
| 546 | (Equation 21-43) (Equation 21-44) |
| 548 | (Equation 21-45) (Equation 21-46) (Equation 21-47) (Equation 21-48) (Equation 21-49) (Equation 21-50) |
| 549 | (Equation 21-51) (Equation 21-52) Section 2109 |
| 550 | TABLE 2109.2.1.3 MAXIMUM SPAN TO WIDTH (DEPTH) RATIO OF FLOOR AND ROOF DIAPHRAGMS TABLE 2109.2.3.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS |
| 551 | TABLE 2109.3.2 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY |
| 552 | TABLE 2109.4.1 WALL LATERAL SUPPORT REQUIREMENTS |
| 554 | (Equation 21-53) |
| 555 | TABLE 2109.8.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY |
| 556 | Section 2110 |
| 557 | Section 2111 FIGURE 2110.3.1 GLASS MASONRY DESIGN WIND LOAD RESISTANCE |
| 559 | FIGURE 2111.1 FIREPLACE AND CHIMNEY DETAILS |
| 560 | TABLE 2111.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYSa |
| 562 | Section 2112 Section 2113 |
| 565 | FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS |
| 566 | TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZESa |
| 567 | CHAPTER 22 STEEL Section 2201 Section 2202 Section 2203 Section 2204 Section 2205 Section 2206 |
| 568 | Section 2207 Section 2208 Section 2209 Section 2210 Section 2211 |
| 570 | Section 2212 Section 2213 |
| 571 | TABLE 2211.1(1) NOMINAL SHEAR VALUES FOR WIND FORCES IN POUNDS PER FOOT FOR SHEAR WALLS FRAMED WITH COLD-FORMED STEEL STUDSa TABLE 2211.1(2) NOMINAL SHEAR VALUES FOR WIND FORCES IN POUNDS PER FOOT FOR SHEAR WALLS FRAMED WITH COLD-FORMED STEEL STUDS AND FACED WITH GYPSUM BOARDSa |
| 572 | TABLE 2211.1(3) NOMINAL SHEAR VALUES FOR SEISMIC FORCES IN POUNDS PER FOOT FOR SHEAR WALLS FRAMED WITH COLD-FORMED STEEL STUDSa |
| 573 | CHAPTER 23 WOOD Section 2301 Section 2302 |
| 575 | Section 2303 |
| 577 | Section 2304 |
| 578 | TABLE 2304.6.1 MINIMUM THICKNESS OF WALL SHEATHING TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa,b |
| 579 | TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa,b |
| 580 | TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a,b TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS |
| 581 | TABLE 2304.9.1 FASTENING SCHEDULE |
| 582 | TABLE 2304.9.1—continued |
| 583 | TABLE 2304.9.1—continued |
| 584 | NOTES TO TABLE 2304.9.1 |
| 586 | Section 2305 |
| 588 | (Equation 23-1) TABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOS HORIZONTAL AND SLOPED DIAPHRAGM |
| 589 | FIGURE 2305.2.5(1) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN FRONT BUILDING FIGURE 2305.2.5(2) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM |
| 590 | Equation 23-2 TABLE 2305.3.3 MAXIMUM SHEAR WALL ASPECT RATIOS |
| 591 | FIGURE 2305.3.4 GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT TO WIDTH RATIO |
| 592 | TABLE 2305.3.7.2 SHEAR CAPACITY ADJUSTMENT FACTORS |
| 593 | Section 2306 |
| 595 | TABLE 2306.3.1 RECOMMENDED SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS-FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING |
| 596 | TABLE 2306.3.1—continued |
| 597 | TABLE 2306.3.1—continued TABLE 2306.3.3 DIAGONALLY SHEATHED LUMBER DIAPHRAM NAILING SCHEDULE |
| 598 | TABLE 2306.4.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING DOUGLAS-FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb,h,i,j |
| 599 | TABLE 2306.4.1—continued |
| 600 | TABLE 2306.4.3 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHING TABLE 2306.4.5 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD-FRAMED WALL ASSEMBLIES |
| 601 | TABLE 2306.4.5—continued |
| 602 | Section 2307 Section 2308 |
| 604 | TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 605 | TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES |
| 606 | TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS |
| 608 | TABLE 2308.9.3(1) BRACED WALL PANELSa TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING |
| 609 | TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING 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 ONLYa,b,c,d,e,f,g,h |
| 610 | TABLE 2308.9.3(5) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING TABLE 2308.9.3(6) HARDBOARD SIDING |
| 612 | TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS |
| 613 | TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR-BEARING WALLS |
| 614 | TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a,b,c,e,f |
| 615 | TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 616 | TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES |
| 617 | TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 618 | TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 619 | TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 620 | TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 621 | TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 622 | TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES |
| 624 | TABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg |
| 626 | TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE AND GROOVE DECKING |
| 627 | TABLE 2308.10.9—continued |
| 628 | FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS |
| 629 | TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D OR E |
| 630 | FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE |
| 631 | FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ALL EDGES |
| 632 | FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING |
| 633 | FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR |
| 634 | FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS |
| 635 | CHAPTER 24 GLASS AND GLAZING Section 2401 Section 2402 Section 2403 Section 2404 (Equation 24-1) |
| 636 | (Equation 24-2) TABLE 2404.1 c1 FACTORS FOR VERTICAL AND SLOPED GLASSa (Equation 24-3) (Equation 24-4) (Equation 24-5) (Equation 24-6) (Equation 24-7) |
| 637 | TABLE 2404.2 – c2 FACTORS FOR SLOPED GLASSa Section 2405 |
| 638 | FIGURE 2404(1)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 639 | FIGURE 2404(2)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 640 | FIGURE 2404(3)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 641 | FIGURE 2404(4)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 642 | FIGURE 2404(5)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 643 | FIGURE 2404(6)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 644 | FIGURE 2404(7)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 645 | FIGURE 2404(8)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 646 | FIGURE 2404(9)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 647 | FIGURE 2404(10)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 648 | FIGURE 2404(11)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 649 | FIGURE 2404(12)a, b, c, d, e, f – MAXIMUM ALLOWABLE LOAD FOR VERTICAL AND SLOPED RECTANGULAR GLASS SUPPORTED ON ALL EDGES |
| 650 | Section 2406 TABLE 2406.1 MINIMUM CATEGORY CLASSIFICATION OF GLAZING |
| 652 | Section 2407 Section 2408 Section 2409 |
| 653 | (Equation 24-8) (Equation 24-9) (Equation 24-10) |
| 655 | CHAPTER 25 GYPSUM BOARD AND PLASTER Section 2501 Section 2502 Section 2503 Section 2504 |
| 656 | Section 2505 Section 2506 TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES Section 2507 TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESORIES |
| 657 | Section 2508 TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION Section 2509 Section 2510 |
| 658 | Section 2511 TABLE 2511.1 INSTALLATION OF PLASTER CONSTRUCTION |
| 659 | Section 2512 TABLE 2512.6 CEMENT PLASTERSa Section 2513 |
| 661 | CHAPTER 26 PLASTIC Section 2601 Section 2602 Section 2603 |
| 664 | Section 2604 Section 2605 |
| 665 | Section 2606 |
| 666 | Section 2607 |
| 667 | TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa Section 2608 Section 2609 |
| 668 | TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS Section 2610 |
| 669 | Section 2611 |
| 671 | CHAPTER 27 ELECTRICAL Section 2701 Section 2702 |
| 673 | CHAPTER 28 MECHANICAL SYSTEMS Section 2801 |
| 675 | CHAPTER 29 PLUMBING SYSTEMS Section 2901 Section 2902 TABLE 2902.1 MINIMUM NUMBER OF PLUMBING FACILITIES |
| 676 | TABLE 2902.1—continued |
| 677 | TABLE 2902.1—continued |
| 679 | CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS |
| 681 | CHAPTER 31 SPECIAL CONSTRUCTION Section 3101 Section 3102 |
| 682 | Section 3103 |
| 683 | Section 3104 |
| 684 | Section 3105 Section 3106 Section 3107 Section 3108 |
| 687 | CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY Section 3201 Section 3202 |
| 689 | CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION Section 3301 Section 3302 Section 3303 Section 3304 |
| 690 | Section 3305 Section 3306 |
| 691 | TABLE 3306.1 PROTECTION OF PEDESTRIANS Section 3307 Section 3308 Section 3309 |
| 692 | Section 3310 Section 3311 Section 3312 |
| 693 | CHAPTER 34 EXISTING STRUCTURES |
| 695 | CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI |
| 696 | AF&PA AHA |
| 697 | AISC AISI AITC |
| 698 | ALI ANSI |
| 699 | ASAE ASCE ASME |
| 700 | ASTM |
| 706 | AWPA |
| 707 | AWS BHMA CGSB |
| 708 | CISCA CPSC CSSB DASMA |
| 709 | DOC DOL DOTn EIA |
| 710 | EWA FEMA FM |
| 711 | GA HPVA ICC |
| 712 | NAAMM NBS NCMA NEMA |
| 713 | NFPA |
| 714 | PCI PTI |
| 715 | RMA RMI SAE SJI |
| 716 | SMACNA TIA TMS TPI |
| 717 | UL ULC |
| 718 | USC WRI |
| 719 | Appendix A Section A101 Section A102 |
| 721 | Appendix B Section B101 |
| 723 | Appendix C Section C101 Section C102 TABLE C102.1—BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY Section C103 Section C104 |
| 725 | Appendix D Section D101 Section D102 |
| 726 | Section D103 Section D104 Section D105 |
| 727 | Section D106 |
| 729 | Appendix E Section E101 Section E102 Section E103 Section E104 |
| 730 | Section E105 Section E106 |
| 731 | Section E107 Section E108 |
| 732 | Section E109 |
| 733 | Section E110 |
| 734 | Section E111 |
| 735 | Appendix F Section F101 |
| 737 | Appendix G Section G101 Section G102 Section G103 |
| 738 | Section G104 |
| 739 | Section G105 Section G201 |
| 740 | Section G301 Section G401 |
| 741 | Section G501 Section G601 |
| 743 | Appendix H Section H101 Section H102 Section H103 Section H104 |
| 744 | Section H105 Section H106 Section H107 |
| 745 | Section H108 Section H109 Section H110 Section H111 Section H112 |
| 746 | Section H113 Section H114 TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS |
| 747 | TABLE 4-B THICKNESS OF PROJECTION SIGN Section H115 |
| 749 | Appendix I Section I101 Section I102 Section I103 Section I104 |
| 751 | Appendix J Section J101 Section J102 |
| 753 | INDEX A |
| 754 | B |
| 755 | C |
| 757 | D E |
| 758 | F |
| 760 | G |
| 761 | H |
| 763 | I J K L |
| 764 | M |
| 766 | N O P |
| 768 | R |
| 769 | S |
| 772 | T |
| 773 | U |
| 774 | V W |
| 775 | Y |
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MN BuildingCode 1stptg 2020.pdf
Minnesota Building Code Published By Publication Date Number of Pages MN 2020 741
