The 3 volume set includes: 2013 Arkansas Fire Prevention Code, Volume I: Fire. Comprised of the 2012 International Fire CodeÂ®, 2013 Edition Arkansas Fire Prevention Code 2013 Arkansas Fire Prevention Code, Volume II: Building. Comprised of the 2012 International Building CodeÂ®, 2013 Edition Arkansas Fire Prevention Code 2013 Arkansas Fire Prevention Code, Volume III: Residential. Comprised of the 2012 International Residential CodeÂ®, 2013 Edition Arkansas Fire Prevention Code

PDF Catalog

PDF Pages	PDF Title
1	2012 Arkansas Fire Prevention Code, Volume I: Fire 2012 ARKANSAS FIRE PREVENTION CODE VOLUME I FIRE
2	2012 ARKANSAS FIRE PREVENTION CODE VOLUME I FIRE BASED ON THE 2012 INTERNATIONAL FIRE CODE® TITLE PAGE
3	COPYRIGHT
4	TO THE PEOPLE OF THE STATE OF ARKANSAS
5	FOREWORD
7	STATE OF ARKANSAS ARKANSAS FIRE PREVENTION CODE RULES 2012 EDITION DEFINITIONS
8	TABLE OF CONTENTS
16	PART I – ADMINISTRATIVE CHAPTER 1: SCOPE AND ADMINISTRATION PART 1—GENERAL PROVISIONS SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY
18	PART 2—ADMINISTRATIVE PROVISIONS SECTION 103 DEPARTMENT OF FIRE PREVENTION
19	SECTION 104 GENERAL AUTHORITY AND RESPONSIBILITIES
21	SECTION 105 PERMITS SECTION 106 INSPECTIONS
22	SECTION 107 MAINTENANCE SECTION 108 BOARD OF APPEALS SECTION 109 VIOLATIONS
23	SECTION 110 UNSAFE BUILDINGS SECTION 111 STOP WORK ORDER
24	SECTION 112 SERVICE UTILITIES SECTION 113 FEES
26	CHAPTER 2: DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
56	PART II – GENERAL SAFETY PROVISIONS CHAPTER 3: GENERAL REQUIREMENTS SECTION 301 GENERAL SECTION 302 DEFINITIONS SECTION 303 ASPHALT KETTLES SECTION 304 COMBUSTIBLE WASTE MATERIAL
57	SECTION 305 IGNITION SOURCES SECTION 306 MOTION PICTURE PROJECTION ROOMS AND FILM
58	SECTION 307 OPEN BURNING, RECREATIONAL FIRES AND PORTABLE OUTDOOR FIREPLACES SECTION 308 OPEN FLAMES
60	SECTION 309 POWERED INDUSTRIAL TRUCKS AND EQUIPMENT SECTION 310 SMOKING
61	SECTION 311 VACANT PREMISES
62	SECTION 312 VEHICLE IMPACT PROTECTION SECTION 313 FUELED EQUIPMENT SECTION 314 INDOOR DISPLAYS SECTION 315 GENERAL STORAGE
63	SECTION 316 HAZARDS TO FIRE FIGHTERS
64	SECTION 317 ROOFTOP GARDENS AND LANDSCAPED ROOFS SECTION 318 LAUNDRY CARTS
66	CHAPTER 4: EMERGENCY PLANNING AND PREPAREDNESS SECTION 401 GENERAL SECTION 402 DEFINITIONS SECTION 403 PUBLIC ASSEMBLAGES AND EVENTS
67	SECTION 404 FIRE SAFETY AND EVACUATION PLANS
68	SECTION 405 EMERGENCY EVACUATION DRILLS TABLE 405.2 FIRE AND EVACUATION DRILL FREQUENCY AND PARTICIPATION
69	SECTION 406 EMPLOYEE TRAINING AND RESPONSE PROCEDURES SECTION 407 HAZARD COMMUNICATION SECTION 408 USE AND OCCUPANCY-RELATED REQUIREMENTS
74	PART III – BUILDING AND EQUIPMENT DESIGN FEATURES CHAPTER 5: FIRE SERVICE FEATURES SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 FIRE APPARATUS ACCESS ROADS
75	SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS
76	SECTION 505 PREMISES IDENTIFICATION SECTION 506 KEY BOXES SECTION 507 FIRE PROTECTION WATER SUPPLIES
77	SECTION 508 FIRE COMMAND CENTER
78	SECTION 509 FIRE PROTECTION AND UTILITY EQUIPMENT IDENTIFICATION AND ACCESS SECTION 510 EMERGENCY RESPONDER RADIO COVERAGE
82	CHAPTER 6: BUILDING SERVICES AND SYSTEMS SECTION 601 GENERAL SECTION 602 DEFINITIONS SECTION 603 FUEL-FIRED APPLIANCES
85	SECTION 604 EMERGENCY AND STANDBY POWER SYSTEMS
87	SECTION 605 ELECTRICAL EQUIPMENT, WIRING AND HAZARDS
90	SECTION 606 MECHANICAL REFRIGERATION
92	SECTION 607 ELEVATOR OPERATION, MAINTENANCE AND FIRE SERVICE KEYS SECTION 608 STATIONARY STORAGE BATTERY SYSTEMS
93	TABLE 608.1 BATTERY REQUIREMENTS
94	SECTION 609 COMMERCIAL KITCHEN HOODS TABLE 609.3.3.1 COMMERCIAL COOKING SYSTEM INSPECTION FREQUENCY SECTION 610 COMMERCIAL KITCHEN COOKING OIL STORAGE
96	CHAPTER 7: FIRE-RESISTANCE-RATED CONSTRUCTION SECTION 701 GENERAL SECTION 702 DEFINITIONS SECTION 703 FIRE-RESISTANCE-RATED CONSTRUCTION
97	SECTION 704 FLOOR OPENINGS AND SHAFTS
98	CHAPTER 8: INTERIOR FINISH, DECORATIVE MATERIALS AND FURNISHINGS SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 INTERIOR WALL AND CEILING FINISHAND TRIM IN EXISTING BUILDINGS
99	TABLE 803.3 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
100	SECTION 804 INTERIOR WALL AND CEILING TRIM AND INTERIOR FLOOR FINISH IN NEW AND EXISTING BUILDINGS
101	SECTION 805 UPHOLSTERED FURNITURE AND MATTRESSES IN NEW AND EXISTING BUILDINGS
104	SECTION 806 DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS SECTION 807 DECORATIVE MATERIALS OTHER THAN DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS
106	SECTION 808 FURNISHINGS OTHER THAN UPHOLSTERED FURNITURE AND MATTRESSES OR DECORATIVE MATERIALS IN NEW AND EXISTING BUILDINGS
108	CHAPTER 9: FIRE PROTECTION SYSTEMS SECTION 901 GENERAL
109	TABLE 901.6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS
110	SECTION 902 DEFINITIONS SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
112	TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
114	TABLE 903.2.11.6 ADDITIONAL REQUIRED FIRE SUPPRESSION SYSTEMS TABLE 903.2.11.6—continued ADDITIONAL REQUIRED FIRE SUPPRESSION SYSTEMS
116	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
120	SECTION 905 STANDPIPE SYSTEMS
122	SECTION 906 PORTABLE FIRE EXTINGUISHERS TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS
123	TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25-INCHa
124	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
134	TABLE 907.5.2.3.3 VISIBLE ALARMS
135	SECTION 908 EMERGENCY ALARM SYSTEMS
136	SECTION 909 SMOKE CONTROL SYSTEMS
137	EQUATION 9-1
138	EQUATION 9-2 EQUATION 9-3
142	SECTION 910 SMOKE AND HEAT REMOVAL TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS
143	EQUATION 9-4 SECTION 911 EXPLOSION CONTROL
144	TABLE 911.1 EXPLOSION CONTROL REQUIREMENTS
145	SECTION 912 FIRE DEPARTMENT CONNECTIONS
146	SECTION 913 FIRE PUMPS SECTION 914 FIRE PROTECTION BASED ON SPECIAL DETAILED REQUIREMENTS OF USE AND OCCUPANCY
148	TABLE 914.8.2 HANGAR FIRE SUPPRESSION REQUIREMENTS
150	CHAPTER 10: MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS SECTION 1003 GENERAL MEANS OF EGRESS
152	SECTION 1004 OCCUPANT LOAD TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
153	SECTION 1005 MEANS OF EGRESS SIZING
154	SECTION 1006 MEANS OF EGRESS ILLUMINATION SECTION 1007 ACCESSIBLE MEANS OF EGRESS
157	SECTION 1008 DOORS, GATES AND TURNSTILES
158	TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS
163	SECTION 1009 STAIRWAYS
167	SECTION 1010 RAMPS
169	SECTION 1011 EXIT SIGNS
170	SECTION 1012 HANDRAILS
171	SECTION 1013 GUARDS
172	SECTION 1014 EXIT ACCESS
173	TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
174	TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY SECTION 1016 EXIT ACCESS TRAVEL DISTANCE
175	TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCE SECTION 1017 AISLES
176	SECTION 1018 CORRIDORS TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING TABLE 1018.2 MINIMUM CORRIDOR WIDTH
177	SECTION 1019 EGRESS BALCONIES SECTION 1020 EXITS SECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION
178	TABLE 1021.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
179	SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS
181	SECTION 1023 EXIT PASSAGEWAYS
182	SECTION 1024 LUMINOUS EGRESS PATH MARKINGS
183	SECTION 1025 HORIZONTAL EXITS
184	SECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS SECTION 1027 EXIT DISCHARGE
185	SECTION 1028 ASSEMBLY
186	TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
189	TABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
190	SECTION 1029 EMERGENCY ESCAPE AND RESCUE
191	SECTION 1030 MAINTENANCE OF THE MEANS OF EGRESS
192	CHAPTER 11: CONSTRUCTION REQUIREMENTS FOR EXISTING BUILDINGS SECTION 1101 GENERAL SECTION 1102 DEFINITION SECTION 1103 FIRE SAFETY REQUIREMENTS FOR EXISTING BUILDINGS TABLE 1103.1 OCCUPANCY AND USE REQUIREMENTS
193	TABLE 1103.1 OCCUPANCY AND USE REQUIREMENTSa —continued
197	SECTION 1104 MEANS OF EGRESS FOR EXISTING BUILDINGS
198	TABLE 1104.9 REVOLVING DOOR SPEEDS
200	TABLE 1104.17.2 COMMON PATH, DEAD-END AND TRAVEL DISTANCE LIMITS (by occupancy)
201	SECTION 1105 REQUIREMENTS FOR OUTDOOR OPERATIONS
202	CHAPTERS 12 THROUGH 19: RESERVED
204	PART IV – SPECIAL OCCUPANCIES AND OPERATIONS CHAPTER 20: AVIATION FACILITIES SECTION 2001 GENERAL SECTION 2002 DEFINITIONS SECTION 2003 GENERAL PRECAUTIONS SECTION 2004 AIRCRAFT MAINTENANCE
205	SECTION 2005 PORTABLE FIRE EXTINGUISHERS SECTION 2006 AIRCRAFT FUELING
210	SECTION 2007 HELISTOPS AND HELIPORTS
212	CHAPTER 21: DRY CLEANING SECTION 2101 GENERAL SECTION 2102 DEFINITIONS SECTION 2103 CLASSIFICATIONS SECTION 2104 GENERAL REQUIREMENTS SECTION 2105 OPERATING REQUIREMENTS
213	EQUATION 21-1 SECTION 2106 SPOTTING AND PRETREATING
214	SECTION 2107 DRY CLEANING SYSTEMS SECTION 2108 FIRE PROTECTION
216	CHAPTER 22: COMBUSTIBLE DUST-PRODUCING OPERATIONS SECTION 2201 GENERAL SECTION 2202 DEFINITION SECTION 2203 PRECAUTIONS SECTION 2204 EXPLOSION PROTECTION TABLE 2204.1 EXPLOSION PROTECTION STANDARDS
218	CHAPTER 23: MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES SECTION 2301 GENERAL SECTION 2302 DEFINITIONS SECTION 2303 LOCATION OF DISPENSING DEVICES SECTION 2304 DISPENSING OPERATIONS
219	SECTION 2305 OPERATIONAL REQUIREMENTS
220	SECTION 2306 FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUEL-DISPENSING FACILITIES
221	TABLE 2306.2.3 MINIMUM SEPARATION REQUIREMENTS FOR ABOVE-GROUND TANKS
225	SECTION 2307 LIQUEFIED PETROLEUM GAS MOTOR FUEL-DISPENSING FACILITIES SECTION 2308 COMPRESSED NATURAL GAS MOTOR FUEL-DISPENSING FACILITIES
227	TABLE 2308.8.1.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG SECTION 2309 HYDROGEN MOTOR FUEL-DISPENSING AND GENERATION FACILITIES
228	SECTION 2310 MARINE MOTOR FUEL-DISPENSING FACILITIES
230	SECTION 2311 REPAIR GARAGES
234	CHAPTER 24: FLAMMABLE FINISHES SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 PROTECTION OF OPERATIONS
236	SECTION 2404 SPRAY FINISHING
239	SECTION 2405 DIPPING OPERATIONS
241	SECTION 2406 POWDER COATING SECTION 2407 ELECTROSTATIC APPARATUS
242	SECTION 2408 ORGANIC PEROXIDES AND DUAL-COMPONENT COATINGS
243	SECTION 2409 INDOOR MANUFACTURING OF REINFORCED PLASTICS SECTION 2410 FLOOR SURFACING AND FINISHING OPERATIONS
244	CHAPTER 25: FRUIT AND CROP RIPENING SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 ETHYLENE GAS SECTION 2504 SOURCES OF IGNITION SECTION 2505 COMBUSTIBLE WASTE SECTION 2506 ETHYLENE GENERATORS SECTION 2507 WARNING SIGNS
246	CHAPTER 26: FUMIGATION AND INSECTICIDAL FOGGING SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FIRE SAFETY REQUIREMENTS
248	CHAPTER 27: SEMICONDUCTOR FABRICATION FACILITIES SECTION 2701 GENERAL SECTION 2702 DEFINITIONS SECTION 2703 GENERAL SAFETY PROVISIONS
252	SECTION 2704 STORAGE
253	TABLE 2704.2.2.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
254	TABLE 2704.2.2.1—continued QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 SECTION 2705 USE AND HANDLING
255	TABLE 2705.2.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATION
258	CHAPTER 28: LUMBER YARDS AND WOODWORKING FACILITIES SECTION 2801 GENERAL SECTION 2802 DEFINITIONS SECTION 2803 GENERAL REQUIREMENTS SECTION 2804 FIRE PROTECTION
259	SECTION 2805 PLYWOOD, VENEER AND COMPOSITE BOARD MILLS SECTION 2806 LOG STORAGE AREAS SECTION 2807 STORAGE OF WOOD CHIPS AND HOGGED MATERIAL ASSOCIATED WITH TIMBER AND LUMBER PRODUCTION FACILITIES SECTION 2808 STORAGE AND PROCESSING OF WOOD CHIPS, HOGGED MATERIAL, FINES, COMPOST AND RAW PRODUCT ASSOCIATED WITH YARD WASTE AND RECYCLING FACILITIES
260	SECTION 2809 EXTERIOR STORAGE OF FINISHED LUMBER PRODUCTS
262	CHAPTER 29: MANUFACTURE OF ORGANIC COATINGS SECTION 2901 GENERAL SECTION 2902 DEFINITION SECTION 2903 GENERAL PRECAUTIONS SECTION 2904 ELECTRICAL EQUIPMENT AND PROTECTION
263	SECTION 2905 PROCESS STRUCTURES SECTION 2906 PROCESS MILLS AND KETTLES SECTION 2907 PROCESS PIPING SECTION 2908 RAW MATERIALS IN PROCESS AREAS
264	SECTION 2909 RAW MATERIALS AND FINISHED PRODUCTS
266	CHAPTER 30: INDUSTRIAL OVENS SECTION 3001 GENERAL SECTION 3002 DEFINITIONS SECTION 3003 LOCATION SECTION 3004 FUEL PIPING SECTION 3005 INTERLOCKS SECTION 3006 FIRE PROTECTION SECTION 3007 OPERATION AND MAINTENANCE
268	CHAPTER 31: TENTS AND OTHER MEMBRANE STRUCTURES SECTION 3101 GENERAL SECTION 3102 DEFINITIONS SECTION 3103 TEMPORARY TENTS AND MEMBRANE STRUCTURES
269	TABLE 3103.12.2 MINIMUM NUMBER OF MEANS OF EGRESS AND MEANS OF EGRESS WIDTHS FROM TEMPORARY MEMBRANE STRUCTURES AND TENTS
270	SECTION 3104 TEMPORARY AND PERMANENT TENTS AND MEMBRANE STRUCTURES
274	CHAPTER 32: HIGH-PILED COMBUSTIBLE STORAGE SECTION 3201 GENERAL SECTION 3202 DEFINITIONS SECTION 3203 COMMODITY CLASSIFICATION
276	SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS
277	FIGURE 3203.7.4 MIXED COMMODITIES
278	SECTION 3205 HOUSEKEEPING AND MAINTENANCE SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES
279	TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS
280	SECTION 3207 SOLID-PILED AND SHELF STORAGE SECTION 3208 RACK STORAGE
281	TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE SECTION 3209 AUTOMATED STORAGE
282	SECTION 3210 SPECIALTY STORAGE
284	CHAPTER 33: FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION SECTION 3301 GENERAL SECTION 3302 DEFINITIONS SECTION 3303 TEMPORARY HEATING EQUIPMENT SECTION 3304 PRECAUTIONS AGAINST FIRE SECTION 3305 FLAMMABLE AND COMBUSTIBLE LIQUIDS
285	SECTION 3306 FLAMMABLE GASES SECTION 3307 EXPLOSIVE MATERIALS SECTION 3308 OWNER’S RESPONSIBILITY FOR FIRE PROTECTION SECTION 3309 FIRE REPORTING SECTION 3310 ACCESS FOR FIRE FIGHTING SECTION 3311 MEANS OF EGRESS SECTION 3312 WATER SUPPLY FOR FIRE PROTECTION
286	SECTION 3313 STANDPIPES SECTION 3314 AUTOMATIC SPRINKLER SYSTEM SECTION 3315 PORTABLE FIRE EXTINGUISHERS SECTION 3316 MOTORIZED CONSTRUCTION EQUIPMENT SECTION 3317 SAFEGUARDING ROOFING OPERATIONS
288	CHAPTER 34: TIRE REBUILDING AND TIRE STORAGE SECTION 3401 GENERAL SECTION 3402 DEFINITIONS SECTION 3403 TIRE REBUILDING SECTION 3404 PRECAUTIONS AGAINST FIRE SECTION 3405 OUTDOOR STORAGE
289	SECTION 3406 FIRE DEPARTMENT ACCESS SECTION 3407 FENCING SECTION 3408 FIRE PROTECTION SECTION 3409 INDOOR STORAGE ARRANGEMENT
290	CHAPTER 35: WELDING AND OTHER HOT WORK SECTION 3501 GENERAL SECTION 3502 DEFINITIONS SECTION 3503 GENERAL REQUIREMENTS SECTION 3504 FIRE SAFETY REQUIREMENTS
291	SECTION 3505 GAS WELDING AND CUTTING
292	SECTION 3506 ELECTRIC ARC HOT WORK SECTION 3507 CALCIUM CARBIDE SYSTEMS SECTION 3508 ACETYLENE GENERATORS SECTION 3509 PIPING MANIFOLDS AND HOSE SYSTEMS FOR FUEL GASES AND OXYGEN
294	CHAPTER 36: MARINAS SECTION 3601 SCOPE SECTION 3602 DEFINITIONS SECTION 3603 GENERAL PRECAUTIONS SECTION 3604 FIRE PROTECTION EQUIPMENT SECTION 3605 MARINE MOTOR FUEL-DISPENSING FACILITIES
296	CHAPTERS 37 THROUGH 49: RESERVED
298	PART V – HAZARDOUS MATERIALS CHAPTER 50: HAZARDOUS MATERIALS—GENERAL PROVISIONS SECTION 5001 GENERAL
300	SECTION 5002 DEFINITIONS
301	SECTION 5003 GENERAL REQUIREMENTS
303	TABLE 5003.1.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
304	TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
305	TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
306	TABLE 5003.1.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
307	TABLE 5003.1.1(3) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD IN AN OUTDOOR CONTROL AREA
308	TABLE 5003.1.1(4) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD IN AN OUTDOOR CONTROL AREA
310	TABLE 5003.8.2 DETACHED BUILDING REQUIRED
311	TABLE 5003.8.3.2 DESIGN AND NUMBER OF CONTROL AREAS
314	TABLE 5003.11.1 MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP MAND S OCCUPANCIES—NONFLAMMABLE SOLIDS, NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
315	SECTION 5004 STORAGE
316	TABLE 5004.2.2 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE
318	SECTION 5005 USE, DISPENSING AND HANDLING
320	TABLE 5005.2.1.4 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL LIQUIDS USE
322	CHAPTER 51: AEROSOLS SECTION 5101 GENERAL SECTION 5102 DEFINITIONS SECTION 5103 CLASSIFICATION OF AEROSOL PRODUCTS TABLE 5103.1 CLASSIFICATION OF AEROSOL PRODUCTS SECTION 5104 INSIDE STORAGE OF AEROSOL PRODUCTS TABLE 5104.3.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES
323	TABLE 5104.3.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES TABLE 5104.3.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES
324	TABLE 5104.7 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN RETAIL STORAGE AREAS SECTION 5105 OUTSIDE STORAGE TABLE 5105.1 DISTANCE TO EXPOSURES FOR OUTSIDE STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS SECTION 5106 RETAIL DISPLAY
325	TABLE 5106.2.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN RETAIL DISPLAY AREAS
326	TABLE 5106.4 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOLS SECTION 5107 MANUFACTURING FACILITIES
328	CHAPTER 52: COMBUSTIBLE FIBERS SECTION 5201 GENERAL SECTION 5202 DEFINITIONS SECTION 5203 GENERAL PRECAUTIONS SECTION 5204 LOOSE FIBER STORAGE
329	SECTION 5205 BALED STORAGE
330	CHAPTER 53: COMPRESSED GASES SECTION 5301 GENERAL SECTION 5302 DEFINITIONS SECTION 5303 GENERAL REQUIREMENTS
333	SECTION 5304 STORAGE OF COMPRESSED GASES
334	SECTION 5305 USE AND HANDLING OF COMPRESSED GASES SECTION 5306 MEDICAL GAS SYSTEMS
335	SECTION 5307 COMPRESSED GASES NOT OTHERWISE REGULATED
336	CHAPTER 54: CORROSIVE MATERIALS SECTION 5401 GENERAL SECTION 5402 DEFINITION SECTION 5403 GENERAL REQUIREMENTS SECTION 5404 STORAGE SECTION 5405 USE
338	CHAPTER 55: CRYOGENIC FLUIDS SECTION 5501 GENERAL SECTION 5502 DEFINITIONS SECTION 5503 GENERAL REQUIREMENTS
340	SECTION 5504 STORAGE TABLE 5504.3.1.1 SEPARATION OF STATIONARY CONTAINERS FROM EXPOSURE HAZARDS
341	TABLE 5504.3.1.2.1 SEPARATION OF PORTABLE CONTAINERS FROM EXPOSURE HAZARDS SECTION 5505 USE AND HANDLING
344	CHAPTER 56: EXPLOSIVES AND FIREWORKS SECTION 5601 GENERAL
346	TABLE 5601.8.1(1) APPLICATION OF SEPARATION DISTANCE (Q-D) TABLES—DIVISION 1.1, 1.2 AND 1.5 EXPLOSIVES TABLE 5601.8.1(2) APPLICATION OF SEPARATION DISTANCE (Q-D) TABLES—DIVISION 1.3 EXPLOSIVES TABLE 5601.8.1(3) APPLICATION OF SEPARATION DISTANCE (Q-D) TABLES—DIVISION 1.4 EXPLOSIVES
347	SECTION 5602 DEFINITIONS
348	SECTION 5603 RECORD KEEPING AND REPORTING SECTION 5604 EXPLOSIVE MATERIALS STORAGE AND HANDLING
349	TABLE 5604.3 STORAGE AMOUNTS AND MAGAZINE REQUIREMENTS FOR EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS, 1.3G MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA
350	TABLE 5604.5.2(1) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991
351	TABLE 5604.5.2(1)-continued AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES ASAPPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991
352	TABLE 5604.5.2(2) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.3 MASS-FIRE HAZARD TABLE 5604.5.2(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.4
354	SECTION 5605 MANUFACTURE, ASSEMBLY AND TESTING OF EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS
355	TABLE 5605.3 MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES (ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES—DIVISION 1.1, 1.2 OR 1.5 MASS-EXPLOSION HAZARD
357	SECTION 5606 SMALL ARMS AMMUNITION AND SMALL ARMS AMMUNITION COMPONENTS
358	SECTION 5607 BLASTING
359	SECTION 5608 FIREWORKS DISPLAY
360	SECTION 5609 TEMPORARY STORAGE OF CONSUMER FIREWORKS
362	CHAPTER 57: FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 5701 GENERAL SECTION 5702 DEFINITIONS
363	SECTION 5703 GENERAL REQUIREMENTS TABLE 5703.6.2 PIPING STANDARDS
364	TABLE 5703.1.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONS
365	TABLE 5703.1.1—continued CLASS I ELECTRICAL EQUIPMENT LOCATIONS
367	SECTION 5704 STORAGE
378	TABLE 5704.3.4.1 MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES
379	TABLE 5704.3.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA
380	TABLE 5704.3.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES TABLE 5704.3.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES
381	TABLE 5704.3.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS AND PORTABLE TANKS
382	TABLE 5704.3.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUTCARTONS ON CONVENTIONAL WOOD PALLETS
383	TABLE 5704.3.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS OR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITYa
384	TABLE 5704.3.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY TABLE 5704.3.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS OF 1-GALLON CAPACITY OR LESSWITH UNCARTONED OR CASE-CUT SHELF DISPLAY UP TO 6.5 FEET, AND PALLETIZED STORAGE ABOVE IN A DOUBLE-ROW RACK ARRAY
385	TABLE 5704.3.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE ANDPALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS
386	TABLE 5704.4.2 OUTDOOR LIQUID STORAGE IN CONTAINERS AND PORTABLE TANKS
387	SECTION 5705 DISPENSING, USE, MIXING AND HANDLING
388	TABLE 5705.3.4(1) SEPARATION OF PROCESSING VESSELS FROM LOT LINES TABLE 5705.3.4(2) REFERENCE TABLE FOR USE WITH TABLE 5705.3.4(1)
391	TABLE 5705.3.8.2 MAXIMUM ALLOWABLE QUANTITIES FOR DISPENSING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN OUTDOOR CONTROL AREAS
393	SECTION 5706 SPECIAL OPERATIONS
404	CHAPTER 58: FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS SECTION 5801 GENERAL SECTION 5802 DEFINITIONS SECTION 5803 GENERAL REQUIREMENTS
405	SECTION 5804 STORAGE SECTION 5805 USE SECTION 5806 FLAMMABLE CRYOGENIC FLUIDS
406	SECTION 5807 METAL HYDRIDE STORAGE SYSTEMS
408	CHAPTER 59: FLAMMABLE SOLIDS SECTION 5901 GENERAL SECTION 5902 DEFINITIONS SECTION 5903 GENERAL REQUIREMENTS SECTION 5904 STORAGE SECTION 5905 USE SECTION 5906 MAGNESIUM
410	CHAPTER 60: HIGHLY TOXIC AND TOXIC MATERIALS SECTION 6001 GENERAL SECTION 6002 DEFINITIONS SECTION 6003 HIGHLY TOXIC AND TOXIC SOLIDS AND LIQUIDS
411	SECTION 6004 HIGHLY TOXIC AND TOXIC COMPRESSED GASES
414	TABLE 6004.2.2.7.5 RATE OF RELEASE FOR CYLINDERS AND PORTABLE TANKS
416	SECTION 6005 OZONE GAS GENERATORS
418	CHAPTER 61: LIQUEFIED PETROLEUM GASES
420	CHAPTER 62: ORGANIC PEROXIDES SECTION 6201 GENERAL SECTION 6202 DEFINITION SECTION 6203 GENERAL REQUIREMENTS SECTION 6204 STORAGE
421	TABLE 6204.1.2 ORGANIC PEROXIDES—DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS TABLE 6204.1.7 STORAGE OF ORGANIC PEROXIDES
422	SECTION 6205 USE
424	CHAPTER 63: OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS SECTION 6301 GENERAL SECTION 6302 DEFINITIONS SECTION 6303 GENERAL REQUIREMENTS
425	SECTION 6304 STORAGE TABLE 6304.1.2 OXIDIZER LIQUIDS AND SOLIDS—DISTANCE FROM DETACHED BUILDINGS AND OUTDOOR STORAGE AREAS TO EXPOSURES TABLE 6304.1.7(1) STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS IN COMBUSTIBLE CONTAINERS
426	TABLE 6304.1.7(2) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.1.7(3) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.1.7(4) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.2.2 OXIDIZER GASES—DISTANCE FROM STORAGE TO EXPOSURES
427	SECTION 6305 USE SECTION 6306 LIQUID OXYGEN IN HOME HEALTH CARE
430	CHAPTER 64: PYROPHORIC MATERIALS SECTION 6401 GENERAL SECTION 6402 DEFINITION SECTION 6403 GENERAL REQUIREMENTS SECTION 6404 STORAGE
431	TABLE 6404.2.1 PYROPHORIC GASES—DISTANCE FROM STORAGE TO EXPOSURES SECTION 6405 USE
432	CHAPTER 65: PYROXYLIN (CELLULOSE NITRATE) PLASTICS SECTION 6501 GENERAL SECTION 6502 DEFINITIONS SECTION 6503 GENERAL REQUIREMENTS SECTION 6504 STORAGE AND HANDLING
434	CHAPTER 66: UNSTABLE (REACTIVE) MATERIALS SECTION 6601 GENERAL SECTION 6602 DEFINITION SECTION 6603 GENERAL REQUIREMENTS SECTION 6604 STORAGE
435	SECTION 6605 USE
436	CHAPTER 67: WATER-REACTIVE SOLIDS AND LIQUIDS SECTION 6701 GENERAL SECTION 6702 DEFINITION SECTION 6703 GENERAL REQUIREMENTS SECTION 6704 STORAGE
437	SECTION 6705 USE
438	CHAPTERS 68 THROUGH 79: RESERVED
440	PART VI – REFERENCED STANDARDS CHAPTER 80: REFERENCED STANDARDS AASHTO AFSI API
441	ASME ASTM
442	BHMA CA CGA
443	CGR CPSC DOC DOL DOTn
444	DOTy EN EPA FCC
445	ICC ISO
446	NEMA NFPA
448	UL
449	USC
450	PART VII – APPENDICES APPENDIX A: BOARD OF APPEALS
452	APPENDIX B: FIRE-FLOW REQUIREMENTS FOR BUILDINGS SECTION B101 GENERAL SECTION B102 DEFINITIONS SECTION B103 MODIFICATIONS SECTION B104 FIRE-FLOW CALCULATION AREA SECTION B105 FIRE-FLOW REQUIREMENTS FOR BUILDINGS SECTION B106 REFERENCED STANDARDS
453	TABLE B105.1 MINIMUM REQUIRED FIRE-FLOW AND FLOW DURATION FOR BUILDINGS
454	APPENDIX C: FIRE HYDRANT LOCATIONS AND DISTRIBUTION SECTION C101 GENERAL SECTION C102 LOCATION SECTION C103 NUMBER OF FIRE HYDRANTS SECTION C104 CONSIDERATION OF EXISTING FIRE HYDRANTS SECTION C105 DISTRIBUTION OF FIRE HYDRANTS TABLE C105.1 NUMBER AND DISTRIBUTION OF FIRE HYDRANTS
456	APPENDIX D: FIRE APPARATUS ACCESS ROADS SECTION D101 GENERAL SECTION D102 REQUIRED ACCESS SECTION D103 MINIMUM SPECIFICATIONS FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS
457	FIGURE D103.6 FIRE LANE SIGNS SECTION D104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS SECTION D105 AERIAL FIRE APPARATUS ACCESS ROADS
458	SECTION D106 MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS SECTION D107 ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS D108 REFERENCED STANDARDS
460	APPENDIX E: HAZARD CATEGORIES SECTION E101 GENERAL SECTION E102 HAZARD CATEGORIES
464	SECTION E103 EVALUATION OF HAZARDS
465	E104 REFERENCED STANDARDS
466	APPENDIX F: HAZARD RANKING SECTION F101 GENERAL SECTION F102 REFERENCED STANDARDS
467	TABLE F101.2 FIRE FIGHTER WARNING PLACARD DESIGNATIONS BASED ON HAZARD CLASSIFICATION CATEGORIES
468	APPENDIX G CRYOGENIC FLUIDS—WEIGHT AND VOLUME EQUIVALENTS SECTION G101 GENERAL
469	TABLE G101.2 WEIGHT AND VOLUME EQUIVALENTS FOR COMMON CRYOGENIC FLUIDS
470	APPENDIX H: HAZARDOUS MATERIALS MANAGEMENT PLAN (HMMP) AND HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INSTRUCTIONS APPENDIX I: FIRE PROTECTION SYSTEMS—NONCOMPLIANT CONDITIONS APPENDIX J: BUILDING INFORMATION SIGN
472	APPENDIX K CHILD CARE FACILITIES COMPILATION SECTION K101 GENERAL
477	[B] TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY [B] TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
478	TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
479	[B] TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
484	INDEX
514	2012 Arkansas Fire Prevention Code, Volume II: Building 2012 ARKANSAS FIRE PREVENTION CODE VOLUME II BULDING
515	2012 ARKANSAS FIRE PREVENTION CODE VOLUME II BULDING BASED ON THE 2012 INTERNATIONAL BUILDING CODE® TITLE PAGE
516	COPYRIGHT
517	TO THE PEOPLE OF THE STATE OF ARKANSAS
518	FOREWORD
520	STATE OF ARKANSAS ARKANSAS FIRE PREVENTION CODE RULES 2012 EDITION DEFINITIONS
521	TABLE OF CONTENTS
529	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY
531	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
532	SECTION 105 PERMITS
534	SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 SUBMITTAL DOCUMENTS
537	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES
538	SECTION 110 INSPECTIONS
539	SECTION 111 CERTIFICATE OF OCCUPANCY SECTION 112 SERVICE UTILITIES SECTION 113 BOARD OF APPEALS SECTION 114 VIOLATIONS
540	SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
541	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
571	CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 GENERAL SECTION 302 CLASSIFICATION SECTION 303 ASSEMBLY GROUP A
572	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F
573	SECTION 307 HIGH-HAZARD GROUP H
575	[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
576	[F] TABLE 307.1(1)—(continued) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
577	[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
578	SECTION 308 INSTITUTIONAL GROUP I
579	SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R
580	SECTION 311 STORAGE GROUP S SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
583	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
586	EQUATION 4-1
587	SECTION 403 HIGH-RISE BUILDINGS
588	TABLE 403.2.4 MINIMUM BOND STRENGTH
589	SECTION 404 ATRIUMS
590	SECTION 405 UNDERGROUND BUILDINGS
591	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
593	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
595	SECTION 407 GROUP I-2
597	SECTION 408 GROUP I-3
599	SECTION 409 MOTION PICTURE PROJECTION ROOMS
600	SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
602	SECTION 411 SPECIAL AMUSEMENT BUILDINGS
603	SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.3.1 HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
604	[F] TABLE 412.4.6 HANGAR FIRE SUPPRESSION REQUIREMENTSa,b,c
605	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
606	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
607	[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 LIQUIDS
608	[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA
609	[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa
610	SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
611	[F] TABLE 415.5.2 DETACHED BUILDING REQUIRED
615	[F] TABLE 415.10.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
619	SECTION 416 APPLICATION OF FLAMMABLE FINISHES SECTION 417 DRYING ROOMS
620	SECTION 418 ORGANIC COATINGS SECTION 419 LIVE/WORK UNITS
621	SECTION 420 GROUPS I-1, R-1, R-2, R-3 SECTION 421 HYDROGEN CUTOFF ROOMS
622	SECTION 422 AMBULATORY CARE FACIILITIES SECTION 423 STORM SHELTERS SECTION 424 CHILDREN’S PLAY STRUCTURES
625	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
626	TABLE 503 ALLOWABLE BUILDING HEIGHTS AND AREASa, b
627	TABLE 503—continued ALLOWABLE BUILDING HEIGHTS AND AREASa, b SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
628	SECTION 506 BUILDING AREA MODIFICATIONS EQUATION 5-1 EQUATION 5-2 EQUATION 5-3
629	SECTION 507 UNLIMITED AREA BUILDINGS
631	SECTION 508 MIXED USE AND OCCUPANCY
632	SECTION 509 INCIDENTAL USES
633	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) SECTION 510 SPECIAL PROVISIONS
634	TABLE 509 INCIDENTAL USES
637	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
638	TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e, h TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES
639	SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
641	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
642	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
644	SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
645	EQUATION 7-1 FIGURE 705.7 EQUIVALENT OPENING FACTOR
646	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
647	EQUATION 7-2
648	SECTION 706 FIRE WALLS TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
650	SECTION 707 FIRE BARRIERS
651	TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
652	SECTION 708 FIRE PARTITIONS
653	SECTION 709 SMOKE BARRIERS SECTION 710 SMOKE PARTITIONS
654	SECTION 711 HORIZONTAL ASSEMBLIES
655	SECTION 712 VERTICAL OPENINGS
656	SECTION 713 SHAFT ENCLOSURES
658	SECTION 714 PENETRATIONS
660	SECTION 715 FIRE-RESISTANT JOINT SYSTEMS
661	SECTION 716 OPENING PROTECTIVES
662	TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES
663	TABLE 716.5 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
664	TABLE 716.5—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
667	TABLE 716.6 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
668	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS TABLE 717.3.2.1 FIRE DAMPER RATING
672	SECTION 718 CONCEALED SPACES
674	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
675	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
676	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
677	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
678	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
679	TABLE 721.1(1) —continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
680	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
681	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
682	TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
683	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
684	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
685	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
686	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
687	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a, o, p
688	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
689	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
690	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
691	TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
692	TABLE 721.1(3) —continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
693	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
694	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
695	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
696	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
697	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q
698	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa, q SECTION 722 CALCULATED FIRE RESISTANCE
699	TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4 FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
700	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 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
701	TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
702	TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS
703	FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
704	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 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)
705	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 TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
706	TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) EQUATION 7-6
707	EQUATION 7-7 TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d
708	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) 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
709	EQUATION 7-8 EQUATION 7-9 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
710	EQUATION 7-11 FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS EQUATION 7-12
711	FIGURE 722.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS EQUATION 7-13 FIGURE 722.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM
712	FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD EQUATION 7-14 EQUATION 7-15 FIGURE 721.5.1(5) WIDE FLANGE STRUCTURE STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
713	FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
714	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE
715	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
716	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
717	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
718	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
719	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
720	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
721	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)]
722	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)]
723	EQUATION 7-16 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
724	TABLE 722.6.2(1) TIME ASSIGNED TO WALL BOARD MEMBRANESa, b, c, d
725	TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a, b, c 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
726	EQUATION 7-18 EQUATION 7-19 EQUATION 7-20 EQUATION 7-21 FIGURE 722.6.3(1) LOAD FIGURE FIGURE 722.6.3(2) EFFECTIVE LENGTH FACTORS
727	CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES
729	TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
730	SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM
731	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
733	CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS
734	SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
736	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
738	[F] TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
740	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
741	SECTION 905 STANDPIPE SYSTEMS
744	SECTION 906 PORTABLE FIRE EXTINGUISHERS [F] TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS IN THE INTERNATIONAL FIRE CODE
745	[F]TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
755	[F] TABLE 907.5.2.3.3 VISIBLE ALARMS
756	SECTION 908 EMERGENCY ALARM SYSTEMS
757	SECTION 909 SMOKE CONTROL SYSTEMS
758	EQUATION 9-1 EQUATION 9-2
759	EQUATION 9-3
764	SECTION 910 SMOKE AND HEAT REMOVAL
765	EQUATION 9-4 [F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa
766	SECTION 911 FIRE COMMAND CENTER
767	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
768	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 EMERGENCY RESPONDER RADIO COVERAGE
769	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS SECTION 1003 GENERAL MEANS OF EGRESS
770	SECTION 1004 OCCUPANT LOAD
771	TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
772	SECTION 1005 MEANS OF EGRESS SIZING
773	SECTION 1006 MEANS OF EGRESS ILLUMINATION SECTION 1007 ACCESSIBLE MEANS OF EGRESS
776	SECTION 1008 DOORS, GATES AND TURNSTILES
777	TABLE 1008.1.4.1 REVOLVING DOOR SPEEDS
782	SECTION 1009 STAIRWAYS
786	SECTION 1010 RAMPS
787	SECTION 1011 EXIT SIGNS
788	SECTION 1012 HANDRAILS
789	SECTION 1013 GUARDS
791	SECTION 1014 EXIT ACCESS
792	TABLE 1014.3 COMMON PATH OF EGRESS TRAVEL SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS TABLE 1015.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
793	SECTION 1016 EXIT ACCESS TRAVEL DISTANCE TABLE 1016.2 EXIT ACCESS TRAVEL DISTANCEa
794	SECTION 1017 AISLES SECTION 1018 CORRIDORS TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING
795	TABLE 1018.2 MINIMUM CORRIDOR WIDTH SECTION 1019 EGRESS BALCONIES
796	SECTION 1020 EXITS SECTION 1021 NUMBER OF EXITS AND EXIT CONFIGURATION
797	TABLE 1021.2(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1021.2(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1022 INTERIOR EXIT STAIRWAYS AND RAMPS
799	SECTION 1023 EXIT PASSAGEWAYS
800	SECTION 1024 LUMINOUS EGRESS PATH MARKINGS
801	SECTION 1025 HORIZONTAL EXITS
802	SECTION 1026 EXTERIOR EXIT STAIRWAYS AND RAMPS
803	SECTION 1027 EXIT DISCHARGE
804	SECTION 1028 ASSEMBLY
805	TABLE 1028.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY
807	TABLE 1028.10.2.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS
808	SECTION 1029 EMERGENCY ESCAPE AND RESCUE
811	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 DEFINITIONS SECTION 1103 SCOPING REQUIREMENTS
812	SECTION 1104 ACCESSIBLE ROUTE
813	SECTION 1105 ACCESSIBLE ENTRANCES SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
814	TABLE 1106.1 ACCESSIBLE PARKING SPACES SECTION 1107 DWELLING UNITS AND SLEEPING UNITS
816	TABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS
818	SECTION 1108 SPECIAL OCCUPANCIES TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
819	TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
820	SECTION 1109 OTHER FEATURES AND FACILITIES
822	TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES
823	SECTION 1110 SIGNAGE
825	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION
826	SECTION 1204 TEMPERATURE CONTROL SECTION 1205 LIGHTING
827	SECTION 1206 YARDS OR COURTS SECTION 1207 SOUND TRANSMISSION SECTION 1208 INTERIOR SPACE DIMENSIONS
828	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
831	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
833	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS
834	SECTION 1404 MATERIALS SECTION 1405 INSTALLATION OF WALL COVERINGS
835	TABLE 1405.3.1 CLASS III VAPOR RETARDERS TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS
839	SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
840	TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1407 METAL COMPOSITE MATERIALS (MCM)
842	TABLE 1407.11.3.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR MCM PANELS
843	SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
845	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS SECTION 1503 WEATHER PROTECTION
846	SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION SECTION 1505 FIRE CLASSIFICATION
847	TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
848	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
849	TABLE 1507.2.9.2 VALLEY LINING MATERIAL
851	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c
852	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
854	TABLE 1507.7.6 SLATE SHINGLE HEADLAP
855	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
856	TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
857	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS
858	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
859	SECTION 1508 ROOF INSULATION TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOFTOP STRUCTURES
861	SECTION 1510 REROOFING
862	SECTION 1511 SOLAR PHOTOVOLTAIC PANELS/MODULES
863	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
864	SECTION 1604 GENERAL DESIGN REQUIREMENTS
865	TABLE 1604.3 DEFLECTION LIMITS
866	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
867	SECTION 1605 LOAD COMBINATIONS
868	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
869	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
870	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg
871	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
872	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADSg EQUATION 16-23
873	TABLE 1607.10.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-24 EQUATION 16-25
874	EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32
875	SECTION 1608 SNOW LOADS TABLE 1608.2 GROUND SNOW LOADS, pg , FOR ALASKAN LOCATIONS
876	FIGURE 1608.2— GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
877	FIGURE 1608.2—continued GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf)
878	SECTION 1609 WIND LOADS
879	TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS EQUATION 16-33 TABLE 1609.3.1 WIND SPEED CONVERSIONSa, b, c
880	FIGURE 1609A ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
881	FIGURE 1609B ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III AND IV BUILDINGS AND OTHER STRUCTURES
882	FIGURE 1609C ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
883	EQUATION 16-34
884	EQUATION 16-35
885	TABLE 1609.6.2 NET PRESSURE COEFFICIENTS, Cneta, b
886	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
887	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cneta, b
888	TABLE 1609.6.2—continued NET PRESSURE COEFFICIENTS, Cnet a, b SECTION 1610 SOIL LATERAL LOADS
889	TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS EQUATION 16-36
890	[P] FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
891	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
892	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
893	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
894	[P] FIGURE 1611.1—continued 100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
895	SECTION 1612 FLOOD LOADS
896	SECTION 1613 EARTHQUAKE LOADS EQUATION 16-37 EQUATION 16-38 TABLE 1613.3.3(1) VALUES OF SITE COEFFICIENT Fa a
897	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 ACCELERATIONS TABLE 1613.3.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
898	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
899	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
900	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
901	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
902	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
903	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
904	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
905	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
906	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY
907	EQUATION 16-41 EQUATION 16-42
908	FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
909	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS
910	SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONS
912	SECTION 1705 REQUIRED VERIFICATION AND INSPECTION TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
913	TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
914	TABLE 1705.6 REQUIRED VERIFICATION AND INSPECTION OF SOILS
915	TABLE 1705.7 REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMENTS
916	TABLE 1705.8 REQUIRED VERIFICATION AND INSPECTION OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
919	SECTION 1706 DESIGN STRENGTHS OF MATERIALS
920	SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 TEST SAFE LOAD SECTION 1709 IN-SITU LOAD TESTS SECTION 1710 PRECONSTRUCTION LOAD TESTS
921	SECTION 1711 MATERIAL AND TEST STANDARDS
923	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
925	SECTION 1804 EXCAVATION, GRADING AND FILL
926	SECTION 1805 DAMPPROOFING AND WATERPROOFING
927	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
928	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
929	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLSb, c
930	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLSa, b, c
931	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHESa, b, c
932	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES a, b, c
933	EQUATION 18-1 TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHESa, b, c
934	EQUATION 18-2 EQUATION 18-3 SECTION 1808 FOUNDATIONS
935	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
936	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER
937	SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
938	SECTION 1810 DEEP FOUNDATIONS
941	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
942	EQUATION 18-4
944	EQUATION 18-5
945	EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10 EQUATION 18-11
951	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS
952	TABLE 1904.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f ′c) FIGURE 1904.2 WEATHERING PROBABILITY MAP FOR CONCRETE
953	SECTION 1905 MODIFICATIONS TO ACI 318
956	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
957	TABLE 1908.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds) SECTION 1910 SHOTCRETE
958	SECTION 1911 REINFORCED GYPSUM CONCRETE SECTION 1912 CONCRETE-FILLED PIPE COLUMNS
961	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
963	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS
965	SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.11 CERAMIC TILE MORTAR COMPOSITIONS
966	SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE
967	TABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
968	SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1 SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF MASONRY
969	TABLE 2109.2.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS EQUATION 21-2
970	TABLE 2109.3.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY SECTION 2110 GLASS UNIT MASONRY
971	SECTION 2111 MASONRY FIREPLACES
972	FIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
973	SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS
976	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
977	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
978	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION
979	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
980	SECTION 2207 STEEL JOISTS SECTION 2208 STEEL CABLE STRUCTURES
981	SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
983	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DEFINITIONS SECTION 2303 MINIMUM STANDARDS AND QUALITY
987	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
988	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
989	TABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa, b TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
990	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)
991	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
993	TABLE 2304.9.1 FASTENING SCHEDULE
994	TABLE 2304.9.1—continued FASTENING SCHEDULE
995	TABLE 2304.9.1—continued FASTENING SCHEDULE
997	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
998	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
1000	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
1001	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
1002	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
1003	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, h
1004	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
1005	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 FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa, b, c, d, e
1006	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
1009	TABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Î” = 360)
1010	TABLE 2308.8(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L/Δ = 360)
1011	TABLE 2308.8(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Î” = 360)
1012	TABLE 2308.8(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L/Δ = 360)
1013	TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
1014	FIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
1015	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)
1016	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
1018	FIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
1019	TABLE 2308.9.5 HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
1020	TABLE 2308.9.5—continued HEADER AND GIRDER SPANSa FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
1021	TABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs)
1022	TABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
1023	TABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L/Î” = 240)
1024	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)
1025	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/Î” = 240)
1026	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)
1027	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/Î” = 180)
1028	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)
1029	TABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
1030	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)
1031	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/Î” = 180)
1032	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)
1033	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/Î” = 180)
1034	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)
1035	TABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
1036	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)
1037	TABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L/Î” = 240)
1038	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)
1039	TABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg
1041	TABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1042	TABLE 2308.10.9—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
1043	FIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS FIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS
1044	TABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Percentage of Wall Bracing per each Braced Wall Linea)
1046	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
1047	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
1048	FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR FIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
1049	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
1050	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
1052	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201
1053	TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
1054	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES
1055	SECTION 2409 GLASS IN ELEVATOR HOISTWAYS AND ELEVATOR CARS
1057	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
1058	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
1059	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)
1060	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
1061	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
1063	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION
1066	FIGURE 2603.9 TERMITE INFESTATION PROBABILITY MAP SECTION 2604 INTERIOR FINISH AND TRIM
1067	SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS
1068	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
1069	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
1070	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
1071	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 FIBER-REINFORCED POLYMER
1072	SECTION 2613 REFLECTIVE PLASTIC CORE INSULATION
1073	CHAPTER 27 ELECTRICAL CHAPTER 28 MECHANICAL SYSTEMS CHAPTER 29 PLUMBING SYSTEMS
1075	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES SECTION 3003 EMERGENCY OPERATIONS
1076	SECTION 3004 HOISTWAY VENTING SECTION 3005 CONVEYING SYSTEMS
1077	SECTION 3006 MACHINE ROOMS SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
1078	FIGURE 3007.7.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
1079	SECTION 3008 OCCUPANT EVACUATION ELEVATORS
1081	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
1082	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
1083	SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES
1084	SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES
1085	SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR PHOTOVOLTAIC PANELS/MODULES
1087	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
1089	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
1090	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
1091	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
1092	SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
1093	CHAPTER 34 EXISTING STRUCTURES SECTION 3401 GENERAL
1094	SECTION 3402 DEFINITIONS SECTION 3403 ADDITIONS SECTION 3404 ALTERATIONS
1095	SECTION 3405 REPAIRS
1096	SECTION 3406 FIRE ESCAPES
1097	SECTION 3407 GLASS REPLACEMENT SECTION 3408 CHANGE OF OCCUPANCY SECTION 3409 HISTORIC BUILDINGS SECTION 3410 MOVED STRUCTURES SECTION 3411 ACCESSIBILITY FOR EXISTING BUILDINGS
1099	TABLE 3411.8.5 RAMPS SECTION 3412 COMPLIANCE ALTERNATIVES
1101	EQUATION 34-1 EQUATION 34-2 EQUATION 34-3 EQUATION 34-4
1102	TABLE 3412.6.3 COMPARTMENTATION VALUES TABLE 3412.6.4 SEPARATION VALUES TABLE 3412.6.5 CORRIDOR WALL VALUES
1103	TABLE 3412.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 3412.6.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 34-5 TABLE 3412.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 3412.6.9 FIRE ALARM SYSTEM VALUES
1104	TABLE 3412.6.10 SMOKE CONTROL VALUES TABLE 3412.6.11 MEANS OF EGRESS VALUES
1105	TABLE 3412.6.12 DEAD-END VALUES EQUATION 34-6 TABLE 3412.6.14 ELEVATOR CONTROL VALUES
1106	TABLE 3412.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES TABLE 3412.6.16 MIXED OCCUPANCY VALUESa TABLE 3412.6.17 SPRINKLER SYSTEM VALUES
1107	TABLE 3412.6.18 STANDPIPE SYSTEM VALUES TABLE 3412.6.19 INCIDENTAL USE AREA VALUESa
1108	TABLE 3412.7 SUMMARY SHEET—BUILDING CODE
1109	TABLE 3412.8 MANDATORY SAFETY SCORESa TABLE 3412.9 EVALUATION FORMULASa
1111	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI
1112	AF&PA AISC AISI
1113	AITC ALI AMCA ANSI
1114	APA APSP
1115	ASABE ASCE/SEI ASME
1116	ASTM
1122	AWCI AWPA AWS BHMA
1123	CGSB CPA CPSC CSA
1124	CSSB DASMA DOC DOJ
1125	DOL DOTn EN FEMA FM
1126	GA HPVA HUD ICC
1127	ISO NAAMM NCMA
1128	NFPA
1129	PCI PTI RMI
1130	SDI SJI SPRI TIA TMS
1131	TPI UL
1132	ULC USC
1133	WDMA WRI
1135	APPENDIX A EMPLOYEE QUALIFICATIONS APPENDIX B BOARD OF APPEALS
1137	APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS
1139	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
1140	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
1141	SECTION D106 REFERENCED STANDARDS
1143	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
1144	SECTION E105 OTHER FEATURES AND FACILITIES SECTION E106 TELEPHONES TABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES
1145	SECTION E107 SIGNAGE SECTION E108 BUS STOPS
1146	SECTION E109 TRANSPORTATION FACILITIES AND STATIONS
1147	SECTION E110 AIRPORTS SECTION E111 REFERENCED STANDARDS
1149	APPENDIX F RODENTPROOFING APPENDIX G FLOOD-RESISTANT CONSTRUCTION APPENDIX H SIGNS APPENDIX I PATIO COVERS APPENDIX J GRADING APPENDIX K ADMINISTRATIVE PROVISIONS APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
1151	INDEX
1189	2012 Arkansas Fire Prevention Code, Volume III: Residential 2012 ARKANSAS FIRE PREVENTION CODE VOLUME III RESIDENTIAL
1190	2012 ARKANSAS FIRE PREVENTION CODE VOLUME III RESIDENTIAL BASED ON THE 2012 INTERNATIONAL RESIDENTIAL CODE® TITLE PAGE
1191	COPYRIGHT
1192	TO THE PEOPLE OF THE STATE OF ARKANSAS
1193	FOREWORD
1195	STATE OF ARKANSAS ARKANSAS FIRE PREVENTION CODE RULES 2012 EDITION DEFINITIONS
1196	TABLE OF CONTENTS
1198	PART I—ADMINISTRATIVE CHAPTER 1: SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION R101 GENERAL SECTION R102 APPLICABILITY
1199	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103 DEPARTMENT OF BUILDING SAFETY SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
1200	SECTION R105 PERMITS
1202	SECTION R106 CONSTRUCTION DOCUMENTS
1203	SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES SECTION R109 INSPECTIONS
1204	SECTION R110 CERTIFICATE OF OCCUPANCY SECTION R111 SERVICE UTILITIES
1205	SECTION R112 BOARD OF APPEALS SECTION R113 VIOLATIONS SECTION R114 STOP WORK ORDER
1206	PART II-DEFINITIONS CHAPTER 2: DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
1220	PART III-BUILDING PLANNING AND CONSTRUCTION CHAPTER 3: BUILDING PLANNING SECTION R301 DESIGN CRITERIA
1221	TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
1222	TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B
1223	TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) FIGURE R301.2(1) ISOLINES OF THE 97 1/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES
1224	FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D
1225	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
1226	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
1227	FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
1228	FIGURE R301.2 (2) —continuedSEISMIC DESIGN CATEGORIES—SITE CLASS D
1229	FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE
1230	FIGURE R301.2(4)A BASIC WIND SPEEDS
1231	FIGURE R301.2(4)B REGIONS WHERE WIND DESIGN IS REQUIRED
1232	FIGURE R301.2(4)C WIND-BORNE DEBRIS REGIONS
1233	FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES
1234	FIGURE R301.2(5)—continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES
1235	FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP
1236	FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDS
1237	TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT
1238	FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION
1239	TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa
1242	TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
1243	TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SECTION R302 FIRE-RESISTANT CONSTRUCTION TABLE R302.1(1) EXTERIOR WALLS
1244	TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
1246	TABLE R302.6 DWELLING/GARAGE SEPARATION
1248	SECTION R303 LIGHT, VENTILATION AND HEATING
1249	SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES
1250	SECTION R308 GLAZING FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
1251	TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
1253	SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
1254	SECTION R311 MEANS OF EGRESS
1257	SECTION R312 GUARDS AND WINDOW FALL PROTECTION SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS
1258	SECTION R314 SMOKE ALARMS SECTION R315 CARBON MONOXIDE ALARMS
1259	SECTION R316 FOAM PLASTIC
1260	SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY
1262	SECTION R318 PROTECTION AGAINST SUBTERRANEAN TERMITES
1263	SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
1266	SECTION R323 STORM SHELTERS
1268	CHAPTER 4: FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS
1269	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
1270	FIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
1271	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
1272	FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
1273	TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches) FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS
1275	FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
1277	FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
1278	FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
1279	TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
1280	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
1281	TABLE R403.3(2)—continuedAIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
1282	TABLE R403.3(2) —continuedAIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
1283	TABLE R403.3(2)— edAIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
1284	FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
1285	FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches)
1286	FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING SECTION R404 FOUNDATION AND RETAINING WALLS
1287	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
1288	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES
1289	TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES
1290	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES
1291	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS
1292	TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
1293	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
1294	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
1295	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
1296	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
1297	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
1298	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS
1299	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
1301	FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
1303	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
1304	SECTION R405 FOUNDATION DRAINAGE TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
1305	SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
1306	SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE
1308	CHAPTER 5: FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
1309	FIGURE R502.2 FLOOR CONSTRUCTION
1310	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1311	TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1312	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1313	TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
1314	TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCON TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY
1316	TABLE R502.5(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS
1317	TABLE R502.5(1)—continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS TABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS
1318	FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
1319	SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT
1320	TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
1321	SECTION R505 STEEL FLOOR FRAMING TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES
1322	TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS FIGURE R505.1.2 IN-LINE FRAMING FIGURE R505.2(1) C-SHAPED SECTION
1323	FIGURE R505.2(2) TRACK SECTION TABLE R505.2.4 SCREW SUBSTITUTION FACTOR
1324	FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES FIGURE R505.2.5.3 WEB HOLE PATCH
1325	TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS FIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION
1326	TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION
1327	FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION
1328	FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION
1329	FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
1330	FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
1331	TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANS
1332	TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANS
1333	TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANS
1334	FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
1335	FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
1336	FIGURE R505.3.4(2) BEARING STIFFENER TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS
1337	TABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS TABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS
1338	TABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS FIGURE R505.3.7 TRACK SPLICE
1339	FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING SECTION R506 CONCRETE FLOORS (ON GROUND)
1340	FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING
1341	FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING SECTION R507 DECKS
1342	TABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER AND A 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOIST TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
1343	FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS
1344	CHAPTER 6: WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
1345	TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
1346	TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
1347	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
1348	TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS
1349	FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
1350	FIGURE R602.3(2) FRAMING DETAILS
1351	TABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESSIN SEISMIC DESIGN CATEGORIES
1352	TABLE R602.3.1—continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 MPH OR LESSIN SEISMIC DESIGN CATEGORIES
1354	FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
1355	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
1356	TABLE R602.7.1 SPANS FOR MINIMUM No.2 GRADE SINGLE HEADER
1357	FIGURE R602.7.1(1) SINGLE MEMBER HEADER IN EXTERIOR BEARING WAL FIGURE R602.7.1(2) ALTERNATIVE SINGLE MEMBER HEADER WITHOUT CRIPPLE
1358	TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
1359	FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING
1360	FIGURE R602.10.1.4 ANGLED WALLS
1361	FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS
1362	TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
1363	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
1364	TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
1365	TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
1366	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
1367	TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
1368	TABLE R602.10.4 BRACING METHODS
1369	TABLE R602.10.4—continued BRACING METHODS
1371	TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
1372	FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
1373	FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
1374	FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
1375	FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
1376	TABLE R602.10.6.4 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHOD PFH, PFG AND CS-PF BRACED WALL PANELS
1377	TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS
1378	FIGURE R602.10.6.5 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2
1379	FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
1380	FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMINGFor SI: 1 inch = 25.4 mm.FIGURE R602.10.8(2)BRACED WALL FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING
1381	FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS
1382	FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES FIGURE R602.10.8.2 (3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
1383	FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
1384	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
1385	FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING
1386	TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE
1387	FIGURE R602.12.5 BRACING UNIT DISTRIBUTION SECTION R603 STEEL WALL FRAMING
1388	FIGURE R603.1.2 IN-LINE FRAMING FIGURE R603.2(1) C-SHAPED SECTION FIGURE R603.2(2) TRACK SECTION
1389	TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS TABLE R603.2.4 SCREW SUBSTITUTION FACTOR
1390	FIGURE R603.2.5.1 WEB HOLES FIGURE R603.2.5.3 STUD WEB HOLE PATCH
1391	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS
1392	TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa, b, c FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
1393	FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
1394	TABLE R603.3.2(1) WALL FASTENING SCHEDULE TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL
1395	TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL
1396	TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL
1397	TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL
1398	TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL
1399	TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL
1400	TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL
1401	TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL
1402	TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 KSI STEEL
1403	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 KSI STEEL
1404	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL
1405	TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL
1406	TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL
1407	TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL
1408	TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL
1409	TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL
1410	TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL
1411	TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL
1412	TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 33 KSI STEEL
1413	TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa, b, c 50 KSI STEEL
1414	TABLE R603.3.2 (22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
1415	TABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
1416	TABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
1417	TABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL
1418	TABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
1419	TABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL
1420	TABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
1421	TABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL
1422	TABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 33 KSI STEEL
1423	TABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa, b, c 50 KSI STEEL
1424	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c 33 KSI STEEL
1425	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa, b, c 50 KSI STEEL
1426	TABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c 33 KSI STEEL
1427	TABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa, b, c 50 KSI STEEL
1428	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
1429	FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING
1430	FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER
1431	TABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a, b
1432	TABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b
1433	TABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a, b
1434	TABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b
1435	TABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b
1436	TABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b
1437	TABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b
1438	TABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b
1439	TABLE R603.6(9) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b
1440	TABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b
1441	TABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b
1442	TABLE R603.6(12) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a,b
1443	TABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a,b
1444	TABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a,b
1445	TABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 Ksi steel)a, b
1446	TABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 Ksi steel)a, b
1447	TABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b
1448	TABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b
1449	TABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 Ksi steel)a, b
1450	TABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 Ksi steel)a, b
1451	TABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b
1452	TABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b
1453	TABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 Ksi steel)a, b
1454	TABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 Ksi steel)a, b
1455	FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
1456	TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
1457	TABLE R603.8 HEAD AND SILL TRACK SPAN FIGURE R603.9.2 CORNER STUD HOLD-DOWN DETAIL
1458	TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS TABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
1459	SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
1460	TABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
1461	TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
1462	FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF
1463	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
1464	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1, OR D2
1465	TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
1466	TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
1467	TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.15.1 MINIMUM CORROSION PROTECTION SECTION R607 UNIT MASONRY
1468	TABLE R607.1 MORTAR PROPORTIONSa, b SECTION R608 MULTIPLE-WYTHE MASONRY
1469	SECTION R609 GROUTED MASONRY
1470	TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
1471	SECTION R610 GLASS UNIT MASONRY
1472	FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION
1473	TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b
1474	FIGURE R611.3(1) FLAT WALL SYSTEM FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM
1476	TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R611.5.4(1) LAP SPLICES
1477	FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R611.5.4(3) STANDARD HOOKS
1478	TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND/OR ALTERNATIVE GRADE OF STEEL
1479	FIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY
1480	FIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING
1481	TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
1482	TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS
1483	TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
1484	TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
1485	EQUATION R6-1
1486	EQUATION R6-2 TABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY
1487	TABLE R611.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY
1488	TABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
1489	TABLE R611.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
1490	TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
1491	TABLE R611.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
1492	TABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET
1493	TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS
1494	FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH
1496	FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
1497	FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
1498	FIGURE R611.8(1) REINFORCEMENT OF OPENINGS
1499	FIGURE R611.8(2) LINTEL FOR FLAT WALLS FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS
1500	FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS
1501	TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS
1502	TABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
1503	TABLE R611.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
1504	TABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
1505	TABLE R611.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
1506	TABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
1507	TABLE R611.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
1508	TABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
1509	TABLE R611.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
1510	TABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
1511	TABLE R611.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
1512	TABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
1513	TABLE R611.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
1514	TABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
1515	TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
1516	TABLE R611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD BEARING WALLS
1518	FIGURE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
1519	TABLE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
1520	FIGURE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL
1521	TABLE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
1522	FIGURE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
1523	TABLE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
1524	FIGURE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL
1525	TABLE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
1526	FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
1527	TABLE R611.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
1528	FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
1529	TABLE R611.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
1530	FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
1531	TABLE R611.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
1532	FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
1533	TABLE R611.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
1534	FIGURE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
1535	TABLE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULA
1536	FIGURE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL
1537	TABLE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
1538	FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
1539	TABLE R611.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
1540	FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
1541	TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
1542	SECTION R612 EXTERIOR WINDOWS AND DOORS
1543	FIGURE R612.7.2(1) THROUGH THE FRAME FIGURE R612.7.2(2) FRAME CLIP FIGURE R612.7.2(3) THROUGH THE FRAME FIGURE R612.7.2 (4) FRAME CLIP
1544	FIGURE R612.7.2(5) THROUGH THE FLANGE FIGURE R612.7.2(6) THROUGH THE FLANGE FIGURE R612.7.2(7) FRAME CLIP FIGURE R612.7.2(8) THROUGH THE FLANGE
1545	SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE TABLE R613.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS
1546	FIGURE R613.4 SIP WALL PANEL
1547	TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)
1548	TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches)
1549	FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
1550	FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R613.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
1551	FIGURE R613.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only) FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION
1552	FIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS
1553	FIGURE R613.9 SIP CORNER FRAMING DETAIL TABLE R613.10 MAXIMUM SPANS FOR 117/8-INCH-DEEP SIP HEADERS (feet)a
1554	CHAPTER 7: WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER
1555	TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
1556	TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
1557	TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
1558	TABLE R702.7.1 CLASS III VAPOR RETARDERS SECTION R703 EXTERIOR COVERING
1559	TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches)
1560	TABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
1561	TABLE R703.4—continued WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
1563	FIGURE R703.7 MASONRY VENEER WALL DETAILS
1564	FIGURE R703.7—continued MASONRY VENEER WALL DETAILS
1565	TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
1566	FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
1567	TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER TABLE R703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.7.3.2 MASONRY VENEER OPENING
1568	TABLE R703.7.4 TIE ATTACHMENT AND AIR SPACE REQUIREMENTS
1572	CHAPTER 8: ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
1574	TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Î” = 240)
1575	TABLE R802.4(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
1576	TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Î” = 240)
1577	TABLE R802.4(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
1578	TABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Î” = 180)
1579	TABLE R802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180)
1580	TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Î” = 240)
1581	TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240)
1582	TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Î” = 180)
1583	TABLE R802.5.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180)
1584	TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Î” = 180)
1585	TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L/Î” = 180)
1586	TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Î” = 240)
1587	TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240)
1588	TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Î” = 240)
1589	TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L/Δ = 240)
1590	TABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Î” = 180)
1591	TABLE R802.5.1(7)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L/Δ = 180)
1592	TABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Î” = 240)
1593	TABLE R802.5.1(8)—continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L/Δ = 240)
1594	TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS
1595	FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION
1596	FIGURE R802.7.1.1 RAFTER NOTCH FIGURE R802.7.1.2 CEILING JOIST TAPER CUT
1598	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING SECTION R804 STEEL ROOF FRAMING
1599	TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION)
1600	TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION)
1601	FIGURE R804.1.2 IN-LINE FRAMING TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
1602	TABLE R804.2.4 SCREW SUBSTITUTION FACTOR FIGURE R804.2(1) C-SHAPED SECTION FIGURE R804.2(2) TRACK SECTION
1603	FIGURE R804.2.5.1 WEB HOLES FIGURE R804.2.5.3 WEB HOLE PATCH
1604	FIGURE R804.3 STEEL ROOF CONSTRUCTION
1605	TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE TABLE R804.3.1.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 KSI STEEL
1606	TABLE R804.3.1.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 KSI STEEL
1607	TABLE R804.3.1.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 KSI STEEL
1608	TABLE R804.3.1.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 KSI STEEL
1609	TABLE R804.3.1.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b 33 KSI STEEL
1610	TABLE R804.3.1.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a,b 33 KSI STEEL
1611	TABLE R804.3.1.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 KSI STEEL
1612	TABLE R804.3.1.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 KSI STEEL
1613	TABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTION FIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION
1614	FIGURE R804.3.1.1(2) BEARING STIFFENER FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL
1616	FIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.5 SPLICED CEILING JOISTS
1617	TABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 KSI STEEL
1618	TABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 KSI STEEL
1619	TABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
1620	FIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTER TO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTION
1621	TABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL TABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES
1623	TABLE R804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE
1624	TABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN
1625	TABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE
1626	FIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN
1627	FIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER FIGURE R804.3.6(1) ROOF OR CEILING OPENING
1628	FIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION TABLE R804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET
1629	FIGURE R804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL TABLE R804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FEET
1630	FIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL TABLE R804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FEET
1631	FIGURE R804.3.8(3) ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
1632	TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS
1634	CHAPTER 9: ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 ROOF CLASSIFICATION SECTION R903 WEATHER PROTECTION SECTION R904 MATERIALS
1635	SECTION R905 REQUIREMENTS FOR ROOF COVERINGS TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158 TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161
1637	TABLE R905.2.8.2 VALLEY LINING MATERIAL
1638	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
1640	TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
1641	TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
1642	TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
1643	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS
1644	TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
1645	TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 REROOFING
1648	CHAPTER 10: CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
1649	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
1650	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
1651	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS
1652	SECTION R1003 MASONRY CHIMNEYS
1654	TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
1655	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
1656	FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.20 CHIMNEY CRICKET TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES
1657	SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY
1658	PART IV-ENERGY CONSERVATION CHAPTER 11: [RE] ENERGY EFFICIENCY
1660	PART V MECHANICAL CHAPTER 12: MECHANICAL ADMINISTRATION CHAPTER 13: GENERAL MECHANICAL SYSTEM REQUIREMENTS CHAPTER 14: HEATING AND COOLING EQUIPMENT AND APPLIANCES CHAPTER 15: EXHAUST SYSTEMS CHAPTER 16: DUCT SYSTEMS CHAPTER 17: COMBUSTION AIR
1661	CHAPTER 18: CHIMNEYS AND VENTS CHAPTER 19: SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS CHAPTER 20: BOILERS AND WATER HEATERS CHAPTER 21: HYDRONIC PIPING CHAPTER 22: SPECIAL PIPING AND STORAGE SYSTEMS CHAPTER 23: SOLAR ENERGY SYSTEMS
1662	PART VI-FUEL GAS CHAPTER 24: FUEL GAS
1664	PART VII-PLUMBING CHAPTER 25: PLUMBING ADMINISTRATION CHAPTER 26: GENERAL PLUMBING REQUIREMENTS CHAPTER 27: PLUMBING FIXTURES CHAPTER 28: WATER HEATERS CHAPTER 29: WATER SUPPLY AND DISTRIBUTION CHAPTER 30: SANITARY DRAINAGE
1665	CHAPTER 31: VENTS CHAPTER 32: TRAPS CHAPTER 33: STORM DRAINAGE
1666	PART VIII-ELECTRICAL CHAPTER 34: GENERAL REQUIREMENTS CHAPTER 35: ELECTRICAL DEFINITIONS CHAPTER 36: SERVICES CHAPTER 37: BRANCH CIRCUIT AND FEEDER REQUIREMENTS CHAPTER 38: WIRING METHODS CHAPTER 39: POWER AND LIGHTING DISTRIBUTION CHAPTER 40: DEVICES AND LUMINAIRES
1667	CHAPTER 41: APPLIANCE INSTALLATION CHAPTER 42: SWIMMING POOLS CHAPTER 43: CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS
1668	PART IX-REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACI ACCA
1669	AFPA AISI AITC ANSI
1670	APA
1671	APSP ASCE/SEI ASHRAE ASME
1673	ASSE ASTM
1682	AWPA AWS AWWA
1683	CGSB CISPI CPA CPSC
1684	CSA
1685	CSSB DASMA DOC
1686	DOTn FEMA FM GA
1687	HPVA HVI ICC ISO MSS
1688	NAIMA NCMA NFPA NSF
1689	PCA SBCA SMACNA TMS TPI
1690	UL
1691	ULC US-FTC WDMA
1692	APPENDIX A: SIZING AND CAPACITIES OF GAS PIPING APPENDIX B: SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS APPENDIX C: EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX D: RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION APPENDIX E: MANUFACTURED HOUSING USED AS DWELLINGS APPENDIX F: RADON CONTROL METHODS
1693	APPENDIX G: SWIMMING POOLS, SPAS AND HOT TUBS APPENDIX H: PATIO COVERS APPENDIX I: PRIVATE SEWAGE DISPOSAL APPENDIX J EXISTING BUILDINGS AND STRUCTURES APPENDIX K: SOUND TRANSMISSION APPENDIX L: PERMIT FEES APPENDIX M: HOME DAY CARE—R-3 OCCUPANCY
1694	APPENDIX N: VENTING METHODS APPENDIX O: AUTOMATIC VEHICULAR GATES APPENDIX P: SIZING OF WATER PIPING SYSTEM APPENDIX Q: ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS REFERENCE
1696	INDEX


PDF Format	Searchable	Printable	Preview Now

Standard Title	Arkansas Fire Prevention Code Rules
Published Code	AR
Publication Date	2012
Pages Count	1709

AR FirePreventionCode 3Volumes 2012

PDF Catalog