🔥🔥 Don’t Miss Out on Our End of Autumn Sale. If you have any questions, feel free to click the bottom right corner to contact our customer service..

Concat us[email protected]
Shopping Cart

No products in the cart.

🔍
VA Construction Code 2012 2ndEdition

VA Construction Code 2012 2ndEdition

$69.33

Virginia Construction Code, 2nd Edition

Published By Publication Date Number of Pages
VA 2012 697
PDF Format Searchable Printable Preview Now
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

This is a fully integrated code based on the 2012 International Building Code

PDF Catalog

PDF Pages PDF Title
1 2012 VIRGINIA CONSTRUCTION CODE
2 2012 VIRGINIA CONSTRUCTION CODE PART I OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE TITLE PAGE
3 COPYRIGHT
4 PREFACE
6 TABLE OF CONTENTS
14 CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL
15 SECTION 102 PURPOSE AND SCOPE
16 SECTION 103 APPLICATION OF CODE
18 SECTION 104 ENFORCEMENT, GENERALLY
19 SECTION 105 LOCAL BUILDING DEPARTMENT
20 SECTION 106 POWERS AND DUTIES OF THE BUILDING OFFICIAL
SECTION 107 FEES
SECTION 108 APPLICATION FOR PERMIT
23 SECTION 109 CONSTRUCTION DOCUMENTS
SECTION 110 PERMITS
24 SECTION 111 RDP SERVICES
25 SECTION 112 WORKMANSHIP, MATERIALS AND EQUIPMENT
27 SECTION 113 INSPECTIONS
29 SECTION 114 STOP WORK ORDERS
SECTION 115 VIOLATIONS
SECTION 116 CERTIFICATES OF OCCUPANCY
30 SECTION 117 TEMPORARY AND MOVED BUILDINGS AND STRUCTURES; DEMOLITION
31 SECTION 118 UNSAFE BUILDINGS OR STRUCTURES
32 SECTION 119 APPEALS
34 CHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS
66 CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A
67 SECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F
68 SECTION 307 HIGH-HAZARD GROUP H
70 [F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
71 [F] TABLE 307.1(1)—(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
72 [F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, i
74 SECTION 308 INSTITUTIONAL GROUP I
75 SECTION 309 MERCANTILE GROUP M
76 SECTION 310 RESIDENTIAL GROUP R
77 SECTION 311 STORAGE GROUP S
78 SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
80 CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
83 EQUATION 4-1
84 SECTION 403 HIGH-RISE BUILDINGS
85 TABLE 403.2.4 MINIMUM BOND STRENGTH
86 SECTION 404 ATRIUMS
87 SECTION 405 UNDERGROUND BUILDINGS
88 SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
90 TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
92 SECTION 407 GROUP I-2
94 SECTION 408 GROUP I-3
97 SECTION 409 MOTION PICTURE PROJECTION ROOMS
SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
99 SECTION 411 SPECIAL AMUSEMENT BUILDINGS
100 SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
101 [F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa,b,c
102 SECTION 413 COMBUSTIBLE STORAGE
103 SECTION 414 HAZARDOUS MATERIALS
104 [F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
105 [F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd,e,f
[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
106 [F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa
107 [F] TABLE 415.5.2 DETACHED BUILDING REQUIRED
108 SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
112 [F] TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
117 SECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS
118 SECTION 418 ORGANIC COATINGS
SECTION 419 LIVE/WORK UNITS
119 SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
SECTION 421 HYDROGEN CUTOFF ROOMS
120 SECTION 422 AMBULATORY CARE FACIILITIES
SECTION 423 STORM SHELTERS
SECTION 424 CHILDREN’S PLAY STRUCTURES
121 SECTION 425 MANUFACTURED HOMES AND INDUSTRIALIZED BUILDINGS
122 SECTION 426 ABOVEGROUND LIQUID FERTILIZER TANKS
123 SECTION 427 SHORT-TERM HOLDING AREAS
124 CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
SECTION 504 BUILDING HEIGHT
125 TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa, b Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane. Building area limitations shown in square feet, as determined by the definition of “Area, building,” per story
126 TABLE 503—continued ALLOWABLE BUILDING HEIGHTS AND AREASa, b
SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
127 SECTION 506 BUILDING AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2
EQUATION 5-3
128 SECTION 507 UNLIMITED AREA BUILDINGS
130 SECTION 508 MIXED USE AND OCCUPANCY
131 SECTION 509 INCIDENTAL USES
132 TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
SECTION 510 SPECIAL PROVISIONS
133 TABLE 509 INCIDENTAL USES
136 CHAPTER 6 TYPES OF CONSTRUCTION
SECTION 601 GENERAL
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
SECTION 602 CONSTRUCTION CLASSIFICATION
137 TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e, h
TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES
138 SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
140 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES
SECTION 701 GENERAL
SECTION 702 DEFINITIONS
SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
141 SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
143 SECTION 705 EXTERIOR WALLS
TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
144 EQUATION 7-1
FIGURE 705.7 EQUIVALENT OPENING FACTOR
145 TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
146 EQUATION 7-2
147 SECTION 706 FIRE WALLS
TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
149 SECTION 707 FIRE BARRIERS
150 TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
151 SECTION 708 FIRE PARTITIONS
SECTION 709 SMOKE BARRIERS
152 SECTION 710 SMOKE PARTITIONS
153 SECTION 711 HORIZONTAL ASSEMBLIES
154 SECTION 712 VERTICAL OPENINGS
SECTION 713 SHAFT ENCLOSURES
156 SECTION 714 PENETRATIONS
159 SECTION 715 FIRE-RESISTANT JOINT SYSTEMS
160 SECTION 716 OPENING PROTECTIVES
TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES
162 TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
164 TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
165 SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
TABLE 717.3.2.1 FIRE DAMPER RATING
169 SECTION 718 CONCEALED SPACES
171 SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
172 SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
173 SECTION 722 CALCULATED FIRE RESISTANCE
TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3
174 EQUATION 7-4
175 TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
176 TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
177 TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
178 TABLE 721.1(1) —continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
179 TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
180 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
181 TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
182 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
183 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
184 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
185 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
186 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
187 TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o,
TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
188 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
189 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
190 TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
191 TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
192 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
193 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
194 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
195 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
196 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
197 TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches)
EQUATION 7-5
198 FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
199 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
200 TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
201 FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
202 TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb
203 TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
204 EQUATION 7-6
205 TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d
EQUATION 7-7
TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches)
EQUATION 7-8
206 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS
TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
EQUATION 7-9
207 TABLE 722.4.1(3) VALUES OF Rn 0.59
TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 722.4.1(5) REINFORCED MASONRY LINTELS
TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-10
EQUATION 7-11
208 FIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM
209 FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 722.5.1(5) WIDE FLANGE STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
EQUATION 7-12
210 FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
EQUATION 7-13
EQUATION 7-14
211 EQUATION 7-15
EQUATION 7-16
FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS
212 TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS
TABLE 722.5.1(2) PROPERTIES OF CONCRETE
213 TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
214 TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
215 TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
216 TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
217 TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
218 TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
219 TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
220 TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
221 EQUATION 7-17
222 TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa, b, c, d
TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c
EQUATION 7-18
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21
223 TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa
TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
224 FIGURE 722.6.3(1) LOAD FIGURE
FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS
226 CHAPTER 8 INTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES
228 TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
229 SECTION 804 INTERIOR FLOOR FINISH
SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM
230 SECTION 807 INSULATION
SECTION 808 ACOUSTICAL CEILING SYSTEMS
232 CHAPTER 9 FIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS
233 SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
235 [F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
237 [F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
239 SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
241 SECTION 905 STANDPIPE SYSTEMS
243 SECTION 906 PORTABLE FIRE EXTINGUISHERS
244 TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS
TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH
245 SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
254 TABLE 907.5.2.3.3VISIBLE ALARMS
255 SECTION 908 EMERGENCY ALARM SYSTEMS
256 SECTION 909 SMOKE CONTROL SYSTEMS
258 EQUATION 9-1
EQUATION 9-2
EQUATION 9-3
264 SECTION 910 SMOKE AND HEAT REMOVAL
TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa
265 EQUATION 9-4
SECTION 911 FIRE COMMAND CENTER
266 SECTION 912 FIRE DEPARTMENT CONNECTIONS
267 SECTION 913 FIRE PUMPS
SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES
268 SECTION 915 IN-BUILDING EMERGENCY COMMUNICATIONS COVERAGE
270 CHAPTER 10 MEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS
SECTION 1003 GENERAL MEANS OF EGRESS
271 SECTION 1004 OCCUPANT LOAD
272 TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
273 SECTION 1005 MEANS OF EGRESS SIZING
274 SECTION 1006 MEANS OF EGRESS ILLUMINATION
SECTION 1007 ACCESSIBLE MEANS OF EGRESS
277 SECTION 1008 DOORS, GATES AND TURNSTILES
278 TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS
283 SECTION 1009 STAIRWAYS
287 SECTION 1010 RAMPS
288 SECTION 1011 EXIT SIGNS
289 SECTION 1012 HANDRAILS
290 SECTION 1013 GUARDS
292 SECTION 1014 EXIT ACCESS
TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL
SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
293 TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
SECTION 1016 EXIT ACCESS TRAVEL DISTANCE
294 TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCEa
SECTION 1017 AISLES
295 SECTION 1018 CORRIDORS
TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
TABLE 1018.2 MINIMUM CORRIDOR WIDTH
296 SECTION 1019 EGRESS BALCONIES
SECTION 1020 EXITS
SECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION
297 TABLE 1021.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
298 TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS
300 SECTION 1023 EXIT PASSAGEWAYS
SECTION 1024 LUMINOUS EGRESS PATH MARKINGS
302 SECTION 1025 HORIZONTAL EXITS
SECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS
303 SECTION 1027 EXIT DISCHARGE
304 SECTION 1028 ASSEMBLY
305 TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
307 TABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
309 SECTION 1029 EMERGENCY ESCAPE AND RESCUE
310 CHAPTER 11 ACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 DEFINITIONS
SECTION 1103 SCOPING REQUIREMENTS
311 SECTION 1104 ACCESSIBLE ROUTE
312 SECTION 1105 ACCESSIBLE ENTRANCES
SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
313 TABLE 1106.1(1) ACCESSIBLE PARKING SPACES FORGROUPS A, B, E, M, R-1, R-2, AND Ia
TABLE 1106.1(2) ACCESSIBLE PARKING SPACES FORGROUPS F, S, H, R-3, R-4, AND U
314 SECTION 1107 DWELLING UNITS AND SLEEPING UNITS
315 TABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS
317 SECTION 1108 SPECIAL OCCUPANCIES
TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
318 TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
319 TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
SECTION 1109 OTHER FEATURES AND FACILITIES
322 TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES
323 SECTION 1110 SIGNAGE
326 CHAPTER 12 INTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION
328 SECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING
SECTION 1206 YARDS OR COURTS
329 SECTION 1207 SOUND TRANSMISSION
TABLE 1207.4 AIRPORT NOISE ATTENUATION STANDARDS
SECTION 1208 INTERIOR SPACE DIMENSIONS
330 SECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
332 CHAPTER 13 ENERGY EFFICIENCY
SECTION 1301 GENERAL
336 CHAPTER 14 EXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS
337 SECTION 1404 MATERIALS
SECTION 1405 INSTALLATION OF WALL COVERINGS
338 TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
TABLE 1405.3.1 CLASS III VAPOR RETARDERS
342 SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
343 TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
SECTION 1407 METAL COMPOSITE MATERIALS (MCM)
345 TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS
346 SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
348 CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION
349 SECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.8MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF INAREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 FIRE CLASSIFICATION
350 TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
SECTION 1506 MATERIALS
SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
351 TABLE 1507.2.7.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158a
TABLE 1507.2.7.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161
352 TABLE 1507.2.9.2 VALLEY LINING MATERIAL
354 TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c
355 TABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
357 TABLE 1507.7.6 SLATE SHINGLE HEADLAP
358 TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
359 TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
360 TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
361 TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
362 SECTION 1508 ROOF INSULATION
TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES
364 SECTION 1510 REROOFING
365 SECTION 1511 SOLAR PHOTOVOLTAIC PANELS/MODULES
366 CHAPTER 16 STRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS
SECTION 1603 CONSTRUCTION DOCUMENTS
367 SECTION 1604 GENERAL DESIGN REQUIREMENTS
368 TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i
369 TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
370 SECTION 1605 LOAD COMBINATIONS
371 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
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15
EQUATION 16-16
372 EQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22
SECTION 1606 DEAD LOADS
SECTION 1607 LIVE LOADS
373 TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
374 TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
375 TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
EQUATION 16-23
376 TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-24
EQUATION 16-25
377 EQUATION 16-26
EQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32
378 SECTION 1608 SNOW LOADS
TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
379 FIGURE 1608.2 GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
380 FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
381 SECTION 1609 WIND LOADS
382 TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c, d
EQUATION 16-33
TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c
383 FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
384 FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
385 FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
386 EQUATION 16-34
387 EQUATION 16-35
388 TABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cneta,
389 TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
390 TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
391 TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b
SECTION 1610 SOIL LATERAL LOADS
392 TABLE 1610.1 LATERAL SOIL LOAD
SECTION 1611 RAIN LOADS
EQUATION 16-36
393 FIGURE 1611.1100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
394 FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
395 FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
396 FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
397 FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
398 SECTION 1612 FLOOD LOADS
399 SECTION 1613 EARTHQUAKE LOADS
TABLE 1613.3.3 (1) VALUES OF SITE COEFFICIENT Fa a
400 EQUATION 16-37
EQUATION 16-38
EQUATION 16-39
EQUATION 16-40
TABLE 1613.3.3(2) VALUES OF SITE COEFFICIENT FV a
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
401 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
402 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
403 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
404 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
405 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
406 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
407 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
408 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
409 SECTION 1614 ATMOSPHERIC ICE LOADS
SECTION 1615 STRUCTURAL INTEGRITY
410 EQUATION 16-41
EQUATION 16-42
411 FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
412 CHAPTER 17 SPECIAL INSPECTIONS AND TESTS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS
SECTION 1703 APPROVALS
413 SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
415 SECTION 1705 REQUIRED VERIFICATION AND INSPECTION
416 TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
417 TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
418 TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
422 SECTION 1706 DESIGN STRENGTHS OF MATERIALS
SECTION 1707 ALTERNATIVE TEST PROCEDURE
SECTION 1708 TEST SAFE LOAD
423 SECTION 1709 IN-SITU LOAD TESTS
SECTION 1710 PRECONSTRUCTION LOAD TESTS
424 SECTION 1711 MATERIAL AND TEST STANDARDS
426 CHAPTER 18 SOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 DEFINITIONS
SECTION 1803 GEOTECHNICAL INVESTIGATIONS
428 SECTION 1804 EXCAVATION, GRADING AND FILL
429 SECTION 1805 DAMPPROOFING AND WATERPROOFING
430 SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
431 TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
432 TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
433 TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
434 TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINF
435 TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REIN
436 TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
437 EQUATION 18-1
EQUATION 18-2
EQUATION 18-3
438 SECTION 1808 FOUNDATIONS
439 FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
440 TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT
TABLE 1808.8.2 MINIMUM CONCRETE COVER
441 SECTION 1809 SHALLOW FOUNDATIONS
TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa, b, c, d, e
442 SECTION 1810 DEEP FOUNDATIONS
445 TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
446 EQUATION 18-4
449 EQUATION 18-5
EQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10
450 EQUATION 18-11
456 CHAPTER 19 CONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS
457 TABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f ′c)
FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETEa, b, c
458 SECTION 1905 MODIFICATIONS TO ACI 318
461 SECTION 1906 STRUCTURAL PLAIN CONCRETE
SECTION 1907 MINIMUM SLAB PROVISIONS
SECTION 1908 ANCHORAGE TO CONCRETE—ALLOWABLE STRESS DESIGN
EQUATION 19-1
SECTION 1909 ANCHORAGE TO CONCRETE—STRENGTH DESIGN
462 TABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1910 SHOTCRETE
463 SECTION 1911 REINFORCED GYPSUM CONCRETE
SECTION 1912 CONCRETE-FILLED PIPE COLUMNS
466 CHAPTER 20 ALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS
468 CHAPTER 21 MASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS
470 SECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS
471 SECTION 2104 CONSTRUCTION
SECTION 2105 QUALITY ASSURANCE
472 TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
473 SECTION 2106 SEISMIC DESIGN
SECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-1
SECTION 2108 STRENGTH DESIGN OF MASONRY
SECTION 2109 EMPIRICAL DESIGN OF MASONRY
474 TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
EQUATION 21-2
TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
475 SECTION 2110 GLASS UNIT MASONRY
SECTION 2111 MASONRY FIREPLACES
477 FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
478 SECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS
481 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 SIZES
482 FIGURE 2113.16 FLUE SIZES FOR MASONRY CHI
483 FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
484 CHAPTER 22 STEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL
SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES
485 SECTION 2207 STEEL JOISTS
SECTION 2208 STEEL CABLE STRUCTURES
486 SECTION 2209 STEEL STORAGE RACKS
SECTION 2210 COLD-FORMED STEEL
SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
488 CHAPTER 23 WOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS
SECTION 2303 MINIMUM STANDARDS AND QUALITY
492 SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
493 TABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING
TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa, b, c
494 TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa, b
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
495 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
TABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a, b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
496 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 (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b
498 TABLE 2304.9.1 FASTENING SCHEDULE
499 TABLE 2304.9.1—continued FASTENING SCHEDULE
500 TABLE 2304.9.1—continued FASTENING SCHEDULE
502 SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
EQUATION 23-1
TABLE 2305.2(1)en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I)a, c
EQUATION 23-2
503 TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
SECTION 2306 ALLOWABLE STRESS DESIGN
505 TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
506 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 LOADINGf
507 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
508 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 LOADINGb, g,
509 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
510 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 LOADINGb, f, g, i
TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBER BOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e
511 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
514 TABLE 2308.8(1)FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360
515 TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360)
516 TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360)
517 TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360)
518 TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
519 FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
520 TABLE 2308.9.3(1) BRACED WALL PANELSa
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
521 TABLE 2308.9.3 (4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs)
TABLE 2308.9.3(5) HARDBOARD SIDING
523 FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
524 TABLE 2308.9.5 HEADER AND GIRDER SPANSa,b FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Fir and Required Number of Jack Studs)
525 TABLE 2308.9.5—continued HEADER AND GIRDER SPANSa,b FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Fir and Required Number of Jack Studs)
526 TABLE 2308.9.6 HEADER AND GIRDER SPANSa,b FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Fir and Required Number of Jack Studs)
527 TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a, b, c, e, f, g, h
528 TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240)
529 TABLE 2308.10.2(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Δ = 240)
530 TABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240)
531 TABLE 2308.10.2(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L/Δ = 240)
532 TABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
533 TABLE 2308.10.3(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
534 TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
535 TABLE 2308.10.3(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
536 TABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
537 TABLE 2308.10.3(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
538 TABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
539 TABLE 2308.10.3(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L/Δ = 180)
540 TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
541 TABLE 2308.10.3(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
542 TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
543 TABLE 2308.10.3(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Δ = 240)
544 TABLE 2308.10.4.1RAFTER TIE CONNECTIONSg
546 TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
547 TABLE 2308.10.9—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
548 FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS
FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
549 TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea)
551 FIGURE 2308.12.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
552 FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
553 FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
554 CHAPTER 24 GLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4
555 EQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12
SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
557 EQUATION 24-13
EQUATION 24-14
EQUATION 24-15
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
SECTION 2406 SAFETY GLAZING
TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
558 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
559 SECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES
560 SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
562 CHAPTER 25 GYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION
SECTION 2506 GYPSUM BOARD MATERIALS
563 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
564 TABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS
SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
565 SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION
SECTION 2512 EXTERIOR PLASTER
566 TABLE 2512.6 CEMENT PLASTERS
SECTION 2513 EXPOSED AGGREGATE PLASTER
568 CHAPTER 26 PLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION
571 FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP
572 SECTION 2604 INTERIOR FINISH AND TRIM
SECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS
573 SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
574 TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
575 SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
576 SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
SECTION 2612 FIBER-REINFORCED POLYMER
577 SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
578 CHAPTER 27 ELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
580 CHAPTER 28 MECHANICAL SYSTEMS
SECTION 2801 GENERAL
584 CHAPTER 29 PLUMBING SYSTEMS
SECTION 2901 GENERAL
TABLE 403.1. 3MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES FOR MARINAS
586 FIGURE 1301.4 PICTOGRAPH DO NOT DRINK
589 TABLE 1302.5.1 LOCATION OF NONPOTABLE GRAY WATER REUSE STORAGE TANKS
590 TABLE 1303.8.1 LOCATION OF RAINWATER STORAGE TANKS
591 SECTION 2902 MINIMUM PLUMBING FACILITIES
592 TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
593 TABLE 2902.1—(continued)MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
594 TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
596 CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES
SECTION 3003 EMERGENCY OPERATIONS
597 SECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS
598 SECTION 3006 MACHINE ROOMS
SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
599 FIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
600 SECTION 3008 OCCUPANT EVACUATION ELEVATORS
602 CHAPTER 31 SPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES
603 SECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
604 SECTION 3105 AWNINGS AND CANOPIES
SECTION 3106 MARQUEES
605 SECTION 3107 SIGNS
SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS
SECTION 3109 SWIMMING POOLS, SWIMMING POOL ENCLOSURES AND AQUATIC RECREATIONAL FACILITIES
SECTION 3110 AUTOMATIC VEHICULAR GATES
606 SECTION 3111 SOLAR PHOTOVOLTAIC PANELS/MODULES
608 CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS
610 CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
611 SECTION 3305 SANITARY (Section deleted)
SECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS
612 SECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 MEANS OF EGRESS
SECTION 3311 STANDPIPES
613 SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
614 CHAPTER 34 EXISTING BUILDING AND STRUCTURES
616 CHAPTER 35 REFERENCED STANDARDS
AA
AAMA
ACI
617 AF&PA
AISC
AISI
618 AITC
ALI
AMCA
ANSI
619 APA
API
APSP
620 ASABE
ASCE/SEI
ASME
621 ASTM
627 AWCI
AWPA
AWS
BHMA
628 CGSB
CPA
CPSC
CSA
629 CSSB
DASMA
DOC
DOJ
DOL
630 DOTn
EN
FEMA
FM
631 GA
HPVA
HUD
ICC
632 ISO
NAAMM
NCMA
NFPA
634 PCI
PTI
RMI
SDI
635 SJI
SPRI
TFI
TIA
TMS
636 TPI
UL
637 ULC
638 USC
WDMA
WRI
640 APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
SECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES
TABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
641 SECTION E105 OTHER FEATURES AND FACILITIES
SECTION E106 TELEPHONES
TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES
642 SECTION E107 SIGNAGE
SECTION E108 BUS STOPS
643 SECTION E109 TRANSPORTATION FACILITIES AND STATIONS
644 SECTION E110 AIRPORTS
SECTION E111 REFERENCED STANDARDS
646 APPENDIX F RODENTPROOFING
SECTION F101 GENERAL
648 APPENDIX G FLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES
649 SECTION G104 PERMITS
SECTION G105 VARIANCES
650 SECTION G201 DEFINITIONS
651 SECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES
652 SECTION G601 RECREATIONAL VEHICLES
SECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK
SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE
SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U
653 SECTION G1101 REFERENCED STANDARDS
654 APPENDIX H SIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION (Section deleted)
SECTION H105 DESIGN AND CONSTRUCTION
655 SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS
SECTION H110 ROOF SIGNS
656 SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS
SECTION H113 MARQUEE SIGNS
657 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 (Section deleted)
658 APPENDIX I PATIO COVERS
SECTION I101 GENERAL
SECTION I102 DEFINITIONS
SECTION I103 EXTERIOR WALLS AND OPENINGS
SECTION I104 HEIGHT
SECTION I105 STRUCTURAL PROVISIONS
660 INDEX
696 GET AHEAD WITH NEW TOOLS FOR YOUR CODE

Related products

VA Construction Code 2012 2ndEdition
$69.33