{"id":135926,"date":"2024-10-19T07:50:10","date_gmt":"2024-10-19T07:50:10","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/ar-firepreventioncode-3volumes-2007\/"},"modified":"2024-10-25T00:00:29","modified_gmt":"2024-10-25T00:00:29","slug":"ar-firepreventioncode-3volumes-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/ar\/ar-firepreventioncode-3volumes-2007\/","title":{"rendered":"AR FirePreventionCode 3Volumes 2007"},"content":{"rendered":"

This is a 3 volume set which include the: 2007 Arkansas Fire Prevention Code, Volume I: Fire. Comprised of the 2006 International Fire Code integrated with the Arkansas amendments. 2007 Arkansas Fire Prevention Code, Volume II: Building. Comprised of the 2006 International Building Code integrated with the Arkansas amendments. 2007 Arkansas Fire Prevention Code, Volume III: Residential. Comprised of the 2006 International Residential Code integrated with the Arkansas amendments.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2007 Arkansas Fire Prevention Code, Volume I: Fire
2007 EDITION ARKANSAS FIRE PREVENTION CODE VOLUME I FIRE <\/td>\n<\/tr>\n
2<\/td>\nARKANSAS FIRE PREVENTION CODE\u00a9 2007 EDITION VOLUME I BASED ON THE 2006 INTERNATIONAL FIRE CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nTO THE PEOPLE OF THE STATE OF ARKANSAS <\/td>\n<\/tr>\n
6<\/td>\nFOREWORD <\/td>\n<\/tr>\n
8<\/td>\nSTATE OF ARKANSAS ARKANSAS FIRE PREVENTION CODE RULES 2007 EDITION DEFINITIONS <\/td>\n<\/tr>\n
10<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
18<\/td>\nCHAPTER 1 – ADMINISTRATION
SECTION 101 – GENERAL
SECTION 102 – APPLICABILITY <\/td>\n<\/tr>\n
20<\/td>\nSECTION 103 – DEPARTMENT OF FIRE PREVENTION
SECTION 104 – GENERAL AUTHORITY AND RESPONSIBILITES <\/td>\n<\/tr>\n
22<\/td>\nSECTION 105 – PERMITS <\/td>\n<\/tr>\n
25<\/td>\nTABLE 105.6.8 – PERMIT AMOUNTS FOR COMPRESSED GASES
TABLE 105.6.10 – PERMIT AMOUNTS FOR CRYOGENIC FLUIDS <\/td>\n<\/tr>\n
27<\/td>\nTABLE 105.6.20 – PERMIT AMOUNTS FOR HAZARDOUS MATERIALS <\/td>\n<\/tr>\n
29<\/td>\nSECTION 106 – INSPECTIONS
SECTION 107 – MAINTENANCE <\/td>\n<\/tr>\n
30<\/td>\nSECTION 108 – BOARD OF APPEALS
SECTION 109 – VIOLATIONS
SECTION 110 – UNSAFE BUILDINGS <\/td>\n<\/tr>\n
31<\/td>\nSECTION 111 – STOP WORK ORDER <\/td>\n<\/tr>\n
32<\/td>\nCHAPTER 2 – DEFINITIONS
SECTION 201 – GENERAL
SECTION 202 – GENERAL DEFINITIONS <\/td>\n<\/tr>\n
46<\/td>\nCHAPTER 3 – GENERAL PRECAUTIONS AGAINST FIRE
SECTION 301 – GENERAL
SECTION 302 – DEFINITIONS
SECTION 303 – ASPHALT KETTLES
SECTION 304 – COMBUSTIBLE WASTE MATERIAL <\/td>\n<\/tr>\n
47<\/td>\nSECTION 305 – IGNITION SOURCES
SECTION 306 – MOTION PICTURE PROJECTION ROOMS AND FILM
SECTION 307 – OPEN BURNING AND RECREATIONAL FIRES <\/td>\n<\/tr>\n
48<\/td>\nSECTION 308 – OPEN FLAMES <\/td>\n<\/tr>\n
50<\/td>\nSECTION 309 – POWERED INDUSTRIAL TRUCKS AND EQUIPMENT
SECTION 310 – SMOKING
SECTION 311 – VACANT PREMISES <\/td>\n<\/tr>\n
51<\/td>\nSECTION 312 – VEHICLE IMPART PROTECTION
SECTION 313 – FUELED EQUIPMENT <\/td>\n<\/tr>\n
52<\/td>\nSECTION 314 – INDOOR DISPLAYS
SECTION 315 – MISCELLANEOUS COMBUSTIBLE MATERIALS STORAGE <\/td>\n<\/tr>\n
54<\/td>\nCHAPTER 4 – EMERGENCY PLANNING AND PREPAREDNESS
SECTION 401 – GENERAL
SECTION 402 – DEFINITIONS
SECTION 403 – PUBLIC ASSEMBLAGES AND EVENTS
SECTION 404 – FIRE SAFETY AND EVACUATION PLANS <\/td>\n<\/tr>\n
55<\/td>\nSECTION 405 – EMERGENCY EVACUATION DRILLS <\/td>\n<\/tr>\n
56<\/td>\nTABLE 405.2 – FIRE AND EVACUATION DRILL FREQUENCY AND PARTICIPATION
SECTION 406 – EMPLOYEE TRAINING AND RESPONSE PROCEDURES
SECTION 407 – HAZARD COMMUNICATION <\/td>\n<\/tr>\n
57<\/td>\nSECTION 408 – USE AND OCCUPANCY-RELATED REQUIREMENTS <\/td>\n<\/tr>\n
60<\/td>\nCHAPTER 5 – FIRE SERVICE FEATURES
SECTION 501 – GENERAL
SECTION 502 – DEFINITIONS
SECTION 503 – FIRE APPARATUS ACCESS ROADS <\/td>\n<\/tr>\n
61<\/td>\nSECTION 504 – ACCESS TO BUILDING OPENINGS AND ROOFS
SECTION 505 – PREMISES IDENTIFICATION
SECTION 506 – KEY BOXES <\/td>\n<\/tr>\n
62<\/td>\nSECTION 507 – HAZARDS TO FIRE FIGHTERS
SECTION 508 – FIRE PROTECTION WATER SUPPLIES <\/td>\n<\/tr>\n
63<\/td>\nSECTION 509 – FIRE COMMAND CENTER
SECTION 510 – FIRE DEPARTMENT ACCESS TO EQUIPMENT <\/td>\n<\/tr>\n
64<\/td>\nCHAPTER 6 – BUILDING SERVICES AND SYSTEMS
SECTION 601 – GENERAL
SECTION 602 – DEFINITIONS
SECTION 603 – FUEL-FIRED APPLIANCES <\/td>\n<\/tr>\n
66<\/td>\nSECTION 604 – EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
68<\/td>\nSECTION 605 – ELECTRICAL EQUIPMENT, WIRING AND HAZARDS <\/td>\n<\/tr>\n
69<\/td>\nSECTION 606 – MECHANICAL REFRIGERATION <\/td>\n<\/tr>\n
71<\/td>\nSECTION 607 – ELEVATOR RECALL AND MAINTENANCE
SECTION 608 – STATIONARY STORAGE BATTERY SYSTEMS <\/td>\n<\/tr>\n
72<\/td>\nTABLE 608.1 – BATTERY REQUIREMENTS <\/td>\n<\/tr>\n
73<\/td>\nSECTION 609 – COMMERCIAL KITCHEN HOODS <\/td>\n<\/tr>\n
74<\/td>\nCHAPTER 7 – FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 701 – GENERAL
SECTION 702 – DEFINITIONS
SECTION 703 – FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 704 – FLOOR OPENINGS AND SHAFTS <\/td>\n<\/tr>\n
75<\/td>\nTABLE 704.1 – VERTICAL OPENING PROTECTION REQUIRED <\/td>\n<\/tr>\n
76<\/td>\nCHAPTER 8 – INTERIOR FINNISH, DECORATIVE MATERIALS AND FURNISHINGS
SECTION 801 – GENERAL
SECTION 802 – DEFINITIONS
SECTION 803 – INTERIOR WALL AND CEILING FINISH AND TRIM IN EXISTING BUILDINGS <\/td>\n<\/tr>\n
77<\/td>\nTABLE 803.3 – INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY k <\/td>\n<\/tr>\n
78<\/td>\nSECTION 804 – INTERIOR WALL AND CEILING TRIM IN NEW AND EXISTING BUILDINGS
SECTION 805 – UPHOLSTERED FURNITURE AND MATTRESSES IN NEW AND EXISTING BUILDINGS <\/td>\n<\/tr>\n
80<\/td>\nSECTION 806 – DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS <\/td>\n<\/tr>\n
81<\/td>\nSECTION 807 – DECORATIVE MATERIALS OTHER THAN DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS <\/td>\n<\/tr>\n
82<\/td>\nSECTION 808 – FURNISHINGS OTHER THAN UPHOLSTERED FURNITURE AND MATTRESSES OR DECORATIVE MATERIALS IN NEW AND EXISTING BUILDINGS <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 9 – FIRE PROTECTION SYSTEMS
SECTION 901 – GENERAL
TABLE 901.6.1 – FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS <\/td>\n<\/tr>\n
85<\/td>\nSECTION 902 – DEFINITIONS <\/td>\n<\/tr>\n
88<\/td>\nSECTION 903 – AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
89<\/td>\nTABLE 903.2.4.2 – GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
90<\/td>\nTABLE 903.2.13 – ADDITIONAL REQUIRED FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
93<\/td>\nSECTION 904 – ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
96<\/td>\nSECTION 905 – STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
98<\/td>\nSECTION 906 – PORTABLE FIRE EXTINGUISHERS <\/td>\n<\/tr>\n
99<\/td>\nTABLE 906.1 – ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS
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-INCH <\/td>\n<\/tr>\n
100<\/td>\nSECTION 907 – FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
107<\/td>\nTABLE 907.10.1.3 – VISABLE AND AUDIBLE ALARMS <\/td>\n<\/tr>\n
109<\/td>\nSECTION 908 – EMERGENCY ALARM SYSTEMS
SECTION 909 – SMOKE AND CONTROL SYSTEMS <\/td>\n<\/tr>\n
111<\/td>\nEQUATION 9-1
EQUATION 9-2
EQUATION 9-8
EQUATION 9-9 <\/td>\n<\/tr>\n
115<\/td>\nSECTION 910 – SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
116<\/td>\nTABLE 910.3 – REQUIRMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS a <\/td>\n<\/tr>\n
117<\/td>\nSECTION 911 – EXPLOSION CONTROL
TABLE 911.1 – EXPLOSION CONTROL REQUIREMENTS <\/td>\n<\/tr>\n
118<\/td>\nSECTION 912 – FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
119<\/td>\nSECTION 913 – FIRE PUMPS
SECTION 914 – FIRE PROTECTION BASED ON SPECIAL DETAILED REQUIRMENTS OF USE AND OCCUPANCY <\/td>\n<\/tr>\n
122<\/td>\nCHAPTER 10 – MEANS OF EGRESS
SECTION 1001 – ADMINISTRATION
[B] SECTION 1002 – DEFINITIONS <\/td>\n<\/tr>\n
123<\/td>\n[B] SECTION 1003 – GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
124<\/td>\n[B] SECTION 1004 – OCCUPANT LOAD <\/td>\n<\/tr>\n
125<\/td>\nTABLE 1004.1.1 – MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
[B] SECTION 1005 – EGRESS WIDTH <\/td>\n<\/tr>\n
126<\/td>\nTABLE 1005.1 – EGRESS WIDTH PER OCCUPANT SERVED
[B] SECTION 1006 – MEANS OF EGRESS ILLUMINATION
[B] SECTION 1007 – ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
128<\/td>\n[B] SECTION 1008 – DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
129<\/td>\nTABLE 1008.1.3.1 – REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
133<\/td>\n[B] SECTION 1009 – STAIRWAYS <\/td>\n<\/tr>\n
136<\/td>\n[B] SECTION 1010 – RAMPS <\/td>\n<\/tr>\n
137<\/td>\n[B] SECTION 1011 – EXIT SIGNS
[B] SECTION 1012 – HANDRAILS <\/td>\n<\/tr>\n
138<\/td>\n[B] SECTION 1013 – GUARDS <\/td>\n<\/tr>\n
139<\/td>\n[B] SECTION 1014 – EXIT ACCESS <\/td>\n<\/tr>\n
141<\/td>\n[B] SECTION 1015 – EXIT AND EXIT ACCESS DOORWAYS
TABLE 1015.1 – SPACES WITH ONE MEANS OF EGRESS <\/td>\n<\/tr>\n
142<\/td>\n[B] SECTION 1016 – EXIT ACCESS TRAVEL DISTANCE <\/td>\n<\/tr>\n
143<\/td>\nTABLE 1016.1 – EXIT ACCESS TRAVEL DISTANCE
[B] SECTION 1017 – CORRIDORS
TABLE 1017.1 – CORRIDOR FIRE-RESISTANCE RATING <\/td>\n<\/tr>\n
144<\/td>\n[B] SECTION 1018 – EXITS
[B] SECTION 1019 – NUMBER OF EXITS AND CONTINUITY
TABLE 1019.1 – MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD <\/td>\n<\/tr>\n
145<\/td>\nTABLE 1019.2 – BUILDINGS WITH ONE EXIT
[B] SECTION 1020 – VERTICAL EXIT ENCLOSURES <\/td>\n<\/tr>\n
146<\/td>\n[B] SECTION 1021 – EXIT PASSAGEWAYS <\/td>\n<\/tr>\n
147<\/td>\n[B] SECTION 1022 – HORIZONTAL EXITS <\/td>\n<\/tr>\n
148<\/td>\n[B] SECTION 1023 – EXTERIOR EXIT RAMPS AND STAIRWAYS
[B] SECTION 1024 – EXIT DISCHARGES <\/td>\n<\/tr>\n
149<\/td>\n[B] SECTION 1025 – ASSEMBLY <\/td>\n<\/tr>\n
150<\/td>\nTABLE 1025.6.2 – WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
152<\/td>\nTABLE 1025.10.1 – SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
154<\/td>\n[B] SECTION 1026 – EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
155<\/td>\nSECTION 1027 – MEANS OF EGRESS FOR EXISITNG BUILDINGS <\/td>\n<\/tr>\n
156<\/td>\nTABLE 1027.9 – REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
158<\/td>\nTABLE 1027.17.2 -COMMON PATH, DEAD-END AND TRAVEL DISTANCE LIMITS (by occupancy) <\/td>\n<\/tr>\n
159<\/td>\nSECTION 1028 – MAINTENANCE OF THE MEANS OF EGRESS <\/td>\n<\/tr>\n
162<\/td>\nCHAPTER 11 – AVIATION FACILITIES
SECTION 1101 – GENERAL
SECTION 1102 – DEFINITIONS
SECTION 1103 – GENERAL PRECAUTIONS
SECTION 1104 – AIRCRAFT MAINTENANCE <\/td>\n<\/tr>\n
163<\/td>\nSECTION 1105 – PORTABLE FIRE EXTIGUISHERS
SECTION 1106 – AIRCRAFT FUELING <\/td>\n<\/tr>\n
168<\/td>\nSECTION 1107 – HELISTOPS AND HELIPORTS <\/td>\n<\/tr>\n
170<\/td>\nCHAPTER 12 – DRY CLEANING
SECTION 1201 – GENERAL
SECTION 1202 – DEFINITIONS
SECTION 1203 – CLASSIFICATIONS
SECTION 1204 – GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
171<\/td>\nSECTION 1205 – OPERATING REQUIREMENTS
EQUATION 12-1
SECTION 1206 – SPOTTING AND PRETREATING <\/td>\n<\/tr>\n
172<\/td>\nSECTION 1207 – DRY CLEANING SYSTEMS
SECTION 1208 – FIRE PROTECTION <\/td>\n<\/tr>\n
174<\/td>\nCHAPTER 13 – COMBUSTIBLE DUST-PRODUCING OPERATIONS
SECTION 1301 – GENERAL
SECTION 1302 – DEFINITIONS
SECTION 1303 – PRECAUTIONS
SECTION 1304 – EXPLOSION PROTECTION
TABLE 1304.1 – EXPLOSION PROTECTION STANDARDS <\/td>\n<\/tr>\n
176<\/td>\nCHAPTER 14 – FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION
SECTION 1401 – GENERAL
SECTION 1402 – DEFINITIONS
SECTION 1403 – TEMPORARY HEATING EQUIPMENT
SECTION 1404 – PRECAUTIONS AGAINST FIRE
SECTION 1405 – FLAMMABLE AND COMBUSTIBLE LIQUIDS <\/td>\n<\/tr>\n
177<\/td>\nSECTION 1406 – FLAMMABLE GASES
SECTION 1407 – EXPLOSIVE MATERIALS
SECTION 1408 – OWNER’S RESPONSIBILITY FOR FIRE PROTECTION
SECTION 1409 – FIRE REPORTING
SECTION 1410 – ACCESS FOR FIRE FIGHTING
SECTION 1411 – MEANS OF EGRESS
SECTION 1412 – WATER SUPPLY FOR FIRE PROTECTION <\/td>\n<\/tr>\n
178<\/td>\nSECTION 1413 – STANDPIPES
SECTION 1414 – AUTOMATIC SPRINKLER SYSTEM
SECTION 1415 – PORTABLE FIRE EXTINGUISHERS
SECTION 1416 – MOTORIZED EQUIPMENT
SECTION 1417 – SAFEGUARDING ROOFING OPERATIONS <\/td>\n<\/tr>\n
180<\/td>\nCHAPTER 15 – FLAMMABLE FINISHES
SECTION 1501 – GENERAL
SECTION 1502 – DEFINITIONS <\/td>\n<\/tr>\n
181<\/td>\nSECTION 1503 – PROTECTION OF OPERATIONS <\/td>\n<\/tr>\n
182<\/td>\nSECTION 1504 – SPRAY FINISHING <\/td>\n<\/tr>\n
186<\/td>\nSECTION 1505 – DIPPING OPERATIONS <\/td>\n<\/tr>\n
187<\/td>\nSECTION 1506 – POWDER COATING <\/td>\n<\/tr>\n
188<\/td>\nSECTION 1507 – ELECTROSTATIC APPARATUS
SECTION 1508 – ORGANIC PEROXIDES AND DUAL-COMPONENT COATINGS <\/td>\n<\/tr>\n
189<\/td>\nSECTION 1509 – INDOOR MANUFACTURING OF REINFORCED PLASTICS
SECTION 1510 – FLOOR SURFACING AND FINISHING OPERATIONS <\/td>\n<\/tr>\n
192<\/td>\nCHAPTER 16 – FRUIT AND CROP RIPENING
SECTION 1601 – GENERAL
SECTION 1602 – DEFINITIONS
SECTION 1603 – ETHYLENE GAS
SECTION 1604 – SOURCES OF IGNITION
SECTION 1605 – COMBUSTIBLE WASTE
SECTION 1606 – ETHYLENE GENERATORS
SECTION 1607 – WARNING SIGNS <\/td>\n<\/tr>\n
194<\/td>\nCHAPTER 17 – FUMIGATION AND THERMAL INSECTICIDAL FOGGING
SECTION 1701 – GENERAL
SECTION 1702 – DEFINITIONS
SECTION 1703 – FIRE SAFETY REQUIREMENTS <\/td>\n<\/tr>\n
196<\/td>\nCHAPTER 18 – SEMICONDUCTOR FABRICATION FACILITIES
SECTION 1801 – GENERAL
SECTION 1802 – DEFINITIONS
SECTION 1803 – GENERAL SAFETY PROVISIONS <\/td>\n<\/tr>\n
200<\/td>\nSECTION 1804 – STORAGE <\/td>\n<\/tr>\n
201<\/td>\nTABLE 1804.2.2.1 – QUANTITY LIMITS FOR HAZARDOUS MATERIALS INA A SINGLE FABRICATION AREA IN GROUP H-5 a <\/td>\n<\/tr>\n
202<\/td>\nSECTION 1805 – USE AND HANDLING <\/td>\n<\/tr>\n
203<\/td>\nTABLE 1805.2.2 – MAXIMUM QUANTITIES OF HPM AT A WORKSTATION e <\/td>\n<\/tr>\n
206<\/td>\nCHAPTER 19 – LUMBER YARDS AND WOODWORKING FACILITIES
SECTION 1901 – GENERAL
SECTION 1902 – DEFINITIONS
SECTION 1903 – GENERAL REQUIREMENTS
SECTION 1904 – FIRE PROTECTION <\/td>\n<\/tr>\n
207<\/td>\nSECTION 1905 – PLYWOOD, VENEER AND COMPOSITE BOARD MILLS
SECTION 1906 – LOG STORAGE AREAS
SECTION 1907 – STORAGE OF WOOD CHIPS AND HOGGED MATERIAL ASSOCIATED WITH TIMBER AND LUMBER PRODUCTION FACILITIES
SECTION 1908 – STORAGE AND PROCESSING OF WOOD CHIPS, HOGGED MATERIAL, FINES, COMPOST AND RAW PRODUCT ASSOCIATED WITH YARD WASTE AND RECYCLING FACILITIES <\/td>\n<\/tr>\n
208<\/td>\nSECTION 1909 – EXTERIOR STORAGE OF FINISHED LUMBER PRODUCTS <\/td>\n<\/tr>\n
210<\/td>\nCHAPTER 20 – MANUFACTURE OF ORGANIC COATINGS
SECTION 2001 – GENERAL
SECTION 2002 – DEFINITIONS
SECTION 2003 – GENERAL PRECAUTIONS
SECTION 2004 – ELECTRICAL EQUIPMENT AND PROTECTION <\/td>\n<\/tr>\n
211<\/td>\nSECTION 2005 – PROCESS STRUCTURES
SECTION 2006 – PROCESS MILLS AND KETTLES
SECTION 2007 – PROCESS PIPING <\/td>\n<\/tr>\n
212<\/td>\nSECTION 2008 – RAW MATERIALS IN PROCESS AREAS
SECTION 2009 – RAW MATERIAL AND FINISHED PRODUCTS <\/td>\n<\/tr>\n
214<\/td>\nCHAPTER 21 – INDUSTRIAL OVENS
SECTION 2101 – GENERAL
SECTION 2102 – DEFIINITIONS
SECTION 2103 – LOCATION
SECTION 2104 – FUEL PIPING
SECTION 2105 – INTERLOCKS <\/td>\n<\/tr>\n
215<\/td>\nSECTION 2106 – FIRE PROTECTION
SECTION 2107 – OPERATION AND MAINTENANCE <\/td>\n<\/tr>\n
216<\/td>\nCHAPTER 22 – MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES
SECTION 2201 – GENERAL
SECTION 2202 – DEFINITIONS
SECTION 2203 – LOCATION OF DISPENSING DEVICES <\/td>\n<\/tr>\n
217<\/td>\nSECTION 2204 – DISPENSING OPERATIONS <\/td>\n<\/tr>\n
218<\/td>\nSECTION 2205 – OPERATIONAL REQUIREMENTS <\/td>\n<\/tr>\n
219<\/td>\nSECTION 2206 – FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUEL-DISPENSING FACILITIES
TABLE 2206.2.3 – MINIMUM SEPARATION REQUIREMENTS FOR ABOVE-GROUND TANKS <\/td>\n<\/tr>\n
224<\/td>\nSECTION 2207 – LIQUEFIED PETROLEUM GAS MOTOR FUEL-DISPENSING FACILITIES <\/td>\n<\/tr>\n
225<\/td>\nSECTION 2208 – COMPRESSED NATURAL GAS MOTOR FUEL-DISPENSING FACILITIES <\/td>\n<\/tr>\n
226<\/td>\nTABLE 2208.8.1.2.3 – SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG <\/td>\n<\/tr>\n
227<\/td>\nSECTION 2209 – HYDROGEN MOTOR FUEL-DISPENSING AND GENERATION FACILITIES
TABLE 2209.3.1 – MINIMUM SEPARATION FOR GASEOUS HYDROGEN DISPENSERS, COMPRESSORS, GENERATORS AND STORAGE VESSELS <\/td>\n<\/tr>\n
229<\/td>\nFIGURE 2209.5.4.3.4 – HYDROGEN VENT PIPE HEIGHT (H) VERSUS DISTANCE (D) REQUIREMENTS <\/td>\n<\/tr>\n
230<\/td>\nTABLE 2209.5.4.3.4 – VENT PIPE HEIGHT AND SEPARATION DISTANCE VERSUS HYDROGEN FLOW RATE AND VENT PIPE DIAMETER a,b,c,d,e,f
SECTION 2210 – MARINE MOTOR FUEL-DISPENSING FACILITIES <\/td>\n<\/tr>\n
231<\/td>\nTABLE 2209.5.4.3.6(1) – MAXIMUM RADIANT HEAT EXPOSURE
TABLE 2209.5.4.3.6(2) – MAXIMUM HYDROGEN CONCENTRATION EXPOSURE <\/td>\n<\/tr>\n
232<\/td>\nSECTION 2211 – REPAIR GARAGES <\/td>\n<\/tr>\n
236<\/td>\nCHAPTER 23 – HIGH-PILED COMBUSTIBLE STORAGE
SECTION 2301 – GENERAL
SECTION 2302 – DEFINITIONS <\/td>\n<\/tr>\n
237<\/td>\nSECTION 2303 – COMMODITY CLASSIFICATION <\/td>\n<\/tr>\n
239<\/td>\nSECTION 2304 – DESIGNATION OF HIGH-PILED STORAGE AREAS
SECTION 2305 – HOUSEKEEPING AND MAINTENANCE
SECTION 2306 – GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES <\/td>\n<\/tr>\n
240<\/td>\nFIGURE 2303.7.4 – MIXED COMMODITIES a,b <\/td>\n<\/tr>\n
241<\/td>\nTABLE 2306.2 – GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS <\/td>\n<\/tr>\n
243<\/td>\nSECTION 2307 – SOLID-PILED AND SHELF STORAGE
SECTION 2308 – RACK STORAGE
SECTION 2309 – AUTOMATED STORAGE <\/td>\n<\/tr>\n
244<\/td>\nTABLE 2308.3 – REQUIRED FLUE SPACES FOR RACK STORAGE
SECTION 2310 – SPECIALTY STORAGE <\/td>\n<\/tr>\n
246<\/td>\nCHAPTER 24 – TENTS, CANOPIES AND OTHER MEMBRANE STRUCTURES
SECTION 2401 – GENERAL
SECTION 2402 – DEFINITIONS
SECTION 2403 – TEMPORARY TENTS, CANOPIES AND MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
247<\/td>\nTABLE 2403.12.2 – MINIMUM NUMBER OF MEANS OF EGRESS AND MEANS OF EGRESS WIDTHS FROM TEMPORARY MEMBRANE STRUCTURES, TENTS AND CANOPIES <\/td>\n<\/tr>\n
248<\/td>\nSECTION 2404 – TEMPORARY AND PERMANENT TENTS, CANOPIES AND MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
252<\/td>\nCHAPTER 25 – TIRE REBUILDING AND TIRE STORAGE
SECTION 2501 – GENERAL
SECTION 2502 – DEFINITIONS
SECTION 2503 – TIRE REBUILDING
SECTION 2504 – PRECAUTIONS AGAINST FIRE
SECTION 2505 – OUTDOOR STORAGE <\/td>\n<\/tr>\n
253<\/td>\nSECTION 2506 – FIRE DEPARTMENT ACCESS
SECTION 2507 – FENCING
SECTION 2508 – FIRE PROTECTION
SECTION 2509 – INDOOR STORAGE ARRANGEMENT <\/td>\n<\/tr>\n
254<\/td>\nCHAPTER 26 – WELDING AND OTHER HOT WORK
SECTION 2601 – GENERAL
SECTION 2602 – DEFINITIONS
SECTION 2603 – GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
255<\/td>\nSECTION 2604 – FIRE SAFETY REQUIREMENTS <\/td>\n<\/tr>\n
256<\/td>\nSECTION 2605 – GAS WELDING AND CUTTING
SECTION 2606 – ELECTRIC ARC HOT WORK
SECTION 2607 – CALCIUM CARBIDE SYSTEMS
SECTION 2608 – ACETYLENE GENERATORS
SECTION 2609 – PIPING MANIFOLDS AND HOSE SYSTEMS FOR FUEL GASES AND OXYGEN <\/td>\n<\/tr>\n
258<\/td>\nCHAPTER 27 – HAZARDOUS MATERIALS – GENERAL PROVISIONS
SECTION 2701 – GENERAL <\/td>\n<\/tr>\n
260<\/td>\nSECTION 2702 – DEFINITIONS <\/td>\n<\/tr>\n
262<\/td>\nSECTION 2703 -GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
263<\/td>\nTABLE 2703.1.1(1) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD a,j,m,n,p <\/td>\n<\/tr>\n
265<\/td>\nTABLE 2703.1.1(2) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREAOF HAZARDOUS MATERIAL POSING A HEALTH HAZARD a,b,c,j <\/td>\n<\/tr>\n
266<\/td>\nTABLE 2703.1.1(3) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD IN AN OUTDOOR CONTROL AREA a,b,c <\/td>\n<\/tr>\n
267<\/td>\nTABLE 2703.1.1(4) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD IN AN OUTDOOR CONTROL AREA a,b,c <\/td>\n<\/tr>\n
271<\/td>\nTABLE 2703.8.2 – REQUIRED DETACHED STORAGE
TABLE 2703.8.3.2 – DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
275<\/td>\nTABLE 2703.11.1 – MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS, NONFLAMMABLE LIQUIDS AND NONCOMBUSTIBLE LIQUIDS d,e,f
SECTION 2704 – STORAGE <\/td>\n<\/tr>\n
277<\/td>\nTABLE 2704.2.2 – REQUIRED SECONDARY CONTAINMENT – HAZARDOUS SOLIDS AND LIQUIDS STORAGE <\/td>\n<\/tr>\n
279<\/td>\nSECTION 2705 – USE, DISPENSING AND HANDLING <\/td>\n<\/tr>\n
281<\/td>\nTABLE 2705.2.1.4 – REQUIRED SECONDARY CONTAINMENT – HAZARDOUS MATERIAL LIQUIDS USE <\/td>\n<\/tr>\n
284<\/td>\nCHAPTER 28 – AEROSOLS
SECTION 2801 – GENERAL
SECTION 2802 – DEFINITI0NS
SECTION 2803 – CLASSIFICATION OF AEROSOL PRODUCTS
TABLE 2803.1 – CLASSIFICATION OF AEROSOL PRODUCTS
SECTION 2804 – INSIDE STORAGE OF AEROSOL PRODUCTS <\/td>\n<\/tr>\n
285<\/td>\nTABLE 2804.3.1 – NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES b
TABLE 2804.3.2 – SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES
TABLE 2804.3.2.2 – SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES <\/td>\n<\/tr>\n
286<\/td>\nTABLE 2804.7 – MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN RETAIL STORAGE AREAS
SECTION 2805 – OUTSIDE STORAGE
TABLE 2805.1 – DISTANCE TO EXPOSURES FOR OUTSIDE STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS <\/td>\n<\/tr>\n
287<\/td>\nSECTION 2806 – RETAIL DISPLAY
TABLE 2806.2.1 – MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN RETAIL DISPLAY AREAS <\/td>\n<\/tr>\n
288<\/td>\nTABLE 2806.4 – MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOLS
SECTION 2807 – MANUFACTURING FACILITIES <\/td>\n<\/tr>\n
290<\/td>\nCHAPTER 29 – COMBUSTIBLE FIBERS
SECTION 2901 – GENERAL
SECTION 2902 – DEFINITIONS
SECTION 2903 – GENERAL PRECAUTIONS
SECTION 2904 – LOOSE FIBER STORAGE <\/td>\n<\/tr>\n
291<\/td>\nSECTION 2905 – BALED STORAGE <\/td>\n<\/tr>\n
292<\/td>\nCHAPTER 30 – COMPRESSED GASES
SECTION 3001 – GENERAL
SECTION 3002 – DEFINITONS
SECTION 3003 – GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
296<\/td>\nSECTION 3004 – STORAGE OF COMPRESSED GASES
SECTION 3005 – USE AND HANDLING OF COMPRESSED GASES
SECTION 3006 – MEDICAL GAS SYSTEMS <\/td>\n<\/tr>\n
297<\/td>\nSECTION 3007 – COMPRESSED GASES NOT OTHERWISE REGULATED <\/td>\n<\/tr>\n
298<\/td>\nCHAPTER 31 – CORROSIVE MATERIALS
SECTION 3101 – GENERAL
SECTION 3102 – DEFINITIONS
SECTION 3103 – GENERAL REQUIREMENTS
SECTION 3104 – STORAGE
SECTION 3105 – USE <\/td>\n<\/tr>\n
300<\/td>\nCHAPTER 32 – CRYOGENIC FLUIDS
SECTION 3201 – GENERAL
SECTION 3202 – DEFINITIONS
SECTION 3203 – GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
302<\/td>\nTABLE 3203.6.1 – SEPARATION OF STATIONARY CONTAINERS FROM EXPOSURE HAZARDS
TABLE 3203.6.2 – SEPARATION OF PORTABLE CONTAINERS FROM EXPOSURE HAZARDS
SECTION 3204 – STORAGE <\/td>\n<\/tr>\n
304<\/td>\nSECTION 3205 – USE AND HANDLING <\/td>\n<\/tr>\n
306<\/td>\nCHAPTER 33 – EXPOLSIVES AND FIREWORKS
SECTION 3301 – GENERAL <\/td>\n<\/tr>\n
308<\/td>\nTABLE 3301.8.1(1) – APPLICATION OF SEPARATION DISTANCE (Q-D) TABLES – DIVISION 1.1 1.2 AND 1.5 EXPLOSIVES a,b,c
TABLE 3301.8.1(2) – APPLICATION OF SEPARATION DISTANCE (Q-D) TABLES – DIVISION 1.3 EXPLOSIVES a,b,c
TABLE 3301.8.1(3) – APPLICATION OF SEPARATION DISTANCE (Q-D) – DIVISION 1.4 EXPLOSIVES a,b,c <\/td>\n<\/tr>\n
309<\/td>\nSECTION 3302 – DEFINITIONS <\/td>\n<\/tr>\n
312<\/td>\nSECTION 3303 – RECORD KEEPING AND REPORTING
SECTION 3304 – EXPLOSIVE MATERIALS STORAGE AND HANDLING <\/td>\n<\/tr>\n
313<\/td>\nTABLE 3304.3 – STORAGE AMOUNTS AND MAGAZINE REQUIREMENTS FOR EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS, 1.3G MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA <\/td>\n<\/tr>\n
314<\/td>\nTABLE 3304.5.2(1) – AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991 a <\/td>\n<\/tr>\n
316<\/td>\nTABLE 3304.5.2(2) – TABLE OF DISTANCES (Q-D) FOR BUILDINGS CONTAINING EXPLOSIVES – DIVISION 1.3 MASS-FIRE HAZARD a,b,c <\/td>\n<\/tr>\n
317<\/td>\nTABLE 3304.5.2(3) – TABLE OF DISTANCES (Q-D) FOR BUILDINGS CONTAINING EXPLOSIVES – DIVISION 1.4 c <\/td>\n<\/tr>\n
319<\/td>\nSECTION 3305 – MANUFACTURING, ASSEMBLY AND TESTING OF EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS <\/td>\n<\/tr>\n
320<\/td>\nTABLE 3305.3 – 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 a <\/td>\n<\/tr>\n
321<\/td>\nSECTION 3306 – SMALL ARMS AMMUNITION <\/td>\n<\/tr>\n
323<\/td>\nSECTION 3307 – BLASTING <\/td>\n<\/tr>\n
324<\/td>\nSECTION 3308 – FIREWORKS DISPLAY <\/td>\n<\/tr>\n
326<\/td>\nCHAPTER 34 – FLAMMABLE AND COMBUSTIBLE LIQUIDS
SECTION 3401 – GENERAL
SECTION 3402 – DEFINITIONS <\/td>\n<\/tr>\n
327<\/td>\nSECTION 3403 – GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
328<\/td>\nTABLE 304.1.1 – CLASS I ELECTRICAL EQUIPMENT LOCATIONS a <\/td>\n<\/tr>\n
331<\/td>\nSECTION 3404 – STORAGE <\/td>\n<\/tr>\n
341<\/td>\nTABLE 3404.3.4.1 – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES a <\/td>\n<\/tr>\n
343<\/td>\nTABLE 3404.3.6.3(1) – MAXIMUM STORAGE HEIGHT IN CONTROL AREA
TABLE 3404.3.6.3(2) – STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES <\/td>\n<\/tr>\n
344<\/td>\nTABLE 3404.3.6.3(3) – STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES <\/td>\n<\/tr>\n
345<\/td>\nTABLE 3404.3.6.3(4) – AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN CONTAINERS AND PORTABLE TANKS a <\/td>\n<\/tr>\n
346<\/td>\nTABLE 3404.3.6.3(5) – AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETS a <\/td>\n<\/tr>\n
347<\/td>\nTABLE 3404.3.6.3(6) – AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN CONTAINERS GREATER THAN 5-GALLON CAPACITY a <\/td>\n<\/tr>\n
348<\/td>\nTABLE 3404.3.6.3(7) – AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN CONTAINERS GREAT THNA 5-GALLON CAPACITY a,b
TABLE 3404.3.6.3(8) – AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE OF 1-GALLON CAPACITY OR LESS WITH UNCARTONED OR CASE-CUT SHELF DISPLAY UP TO 6.5 FEET, AND PALLETIZED STORAGE ABOVE IN A DOUBLE-ROW RACK ARRAY a <\/td>\n<\/tr>\n
349<\/td>\nTABLE 3404.3.7.5.1 – AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OF LESS a,b <\/td>\n<\/tr>\n
350<\/td>\nTABLE 3404.4.2 – OUTDOOR LIQUID STORAGE IN CONTAINERS AND PORTABLE TANKS
SECTION 3405 – DISPENSING, USE, MIXING AND HANDLING <\/td>\n<\/tr>\n
352<\/td>\nTABLE 3405.3.4(1) – SEPARATION OF PROCESSING VESSELS FROM LOT LINES
TABLE 3405.3.4(2) – REFERENCE TABLE FOR USE WITH TABLE 3405.3.4(1) <\/td>\n<\/tr>\n
354<\/td>\nTABLE 3405.3.8.2 – MAXIMUM ALLOWABLE QUANTITIES FOR DISPENSING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN OUTDOOR CONTROL AREAS a,b <\/td>\n<\/tr>\n
355<\/td>\nSECTION 3406 – SPECIAL SEPARATION <\/td>\n<\/tr>\n
366<\/td>\nCHAPTER 35 – FLAMMABLE GASES
SECTION 3501 – GENERAL
SECTION 3502 – DEFINITIONS
SECTION 3503 – GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
367<\/td>\nSECTION 3504 – STORAGE
TABLE 3504.2.1 – FLAMMABLE GASES – DISTANCE FROM STORAGE TO EXPOSURES
SECTION 3505 – USE <\/td>\n<\/tr>\n
368<\/td>\nCHAPTER 36 – FLAMMABLE SOLIDS
SECTION 3601 – GENERAL
SECTION 3602 – DEFINITIONS
SECTION 3603 – GENERAL REQUIREMENTS
SECTION 3604 – STORAGE
SECTION 3605 – USE
SECTION 3606 – MAGNESEUM <\/td>\n<\/tr>\n
372<\/td>\nCHAPTER 37 – HIGHLY TOXIC AND TOXIC MATERIALS
SECTION 3701 – GENERAL
SECTION 3702 – DEFINITONS <\/td>\n<\/tr>\n
373<\/td>\nSECTION 3703 – HIGHLY TOXIC AND TOXIC SOLIDS AND LIQUIDS <\/td>\n<\/tr>\n
374<\/td>\nSECTION 3704 – HIGHLY TOXIC AND TOXIC COMPRESSED GASES <\/td>\n<\/tr>\n
376<\/td>\nTABLE 3704.2.2.7.5 – RATE OF RELEASE FOR CYLANDERS AND PORTABLE TANKS <\/td>\n<\/tr>\n
378<\/td>\nSECTION 3705 – OZONE GAS GENERATORS <\/td>\n<\/tr>\n
380<\/td>\nCHAPTER 38 – LIQUEFIED PETROLEUM GASES <\/td>\n<\/tr>\n
382<\/td>\nCHAPTER 39 – ORGANIC PEROXIDES
SECTION 3901 – GENERAL
SECTION 3902 – DEFINITIONS
SECTION 3903 – GENERAL REQUIREMENTS
SECTION 3904 – STORAGE <\/td>\n<\/tr>\n
383<\/td>\nTABLE 3904.1.2 – ORGANIC PEROXIDES – DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS <\/td>\n<\/tr>\n
384<\/td>\nTABLE 3904.1.7 – STORAGE OF ORGANIC PEROXIDES
SECTION 3905 – USE <\/td>\n<\/tr>\n
386<\/td>\nCHAPTER 40 – OXIDIZERS
SECTION 4001 – GENERAL
SECTION 4002 – DEFINITIONS
SECTION 4003 – GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
387<\/td>\nSECTION 4004 – STORAGE
TABLE 4004.1.2 – OXIDIZER LIQUIDS AND SOLIDS – DISTANCE FROM DETACHED BUILDINGS AND OUTDOOR STORAGE AREAS TO EXPOSURES <\/td>\n<\/tr>\n
388<\/td>\nTABLE 4004.1.7(1) – STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS IN COMBUSTIBLE CONTAINERS a
TABLE 4004.1.7(2) – STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS a,b
TABLE 4004.1.7(3) – STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS a,b
TABLE 4004.1.7(4) – STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS
SECTION 4005 – USE <\/td>\n<\/tr>\n
389<\/td>\nTABLE 4004.2.2 – OXIDIZER GASES – DISTANCES FROM STORAGE TO EXPOSURE <\/td>\n<\/tr>\n
390<\/td>\nCHAPTER 41 – PYROPHORIC MATERIALS
SECTION 4101 – GENERAL
SECTION 4102 – DEFINITIONS
SECTION 4103 – GENERAL REQUIREMENTS
SECTION 4104 – STORAGE <\/td>\n<\/tr>\n
391<\/td>\nTABLE 4104.2.1 – PYROPHORIC GASES – DISTANCE FROM STORAGE TO EXPOSURES a
SECTION 4105 – USE
SECTION 4106 – SILANE GAS <\/td>\n<\/tr>\n
394<\/td>\nCHAPTER 42 – PYROXYLIN (CELLUOSE NITRATE) PLASTICS
SECTION 4201 – GENERAL
SECTION 4202 – DEFINITIONS
SECTION 4203 – GENERAL REQUIREMENTS
SECTION 4204 – STORAGE AND HANDLING <\/td>\n<\/tr>\n
396<\/td>\nCHAPTER 43 – UNSTABLE (REACTIVE) MATERIALS
SECTION 4301 – GENERAL
SECTION 4302 – DEFINITIONS
SECTION 4303 – GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
397<\/td>\nSECTION 4304 – STORAGE
SECTION 4305 – USE <\/td>\n<\/tr>\n
398<\/td>\nCHAPTER 44 – WATER-REACTIVE SOLIDS AND LIQUIDS
SECTION 4401 – GENERAL
SECTION 4402 – DEFINITIONS
SECTION 4403 – GENERAL REQUIREMENTS
SECTION 4404 – STORAGE <\/td>\n<\/tr>\n
399<\/td>\nSECTION 4405 – USE <\/td>\n<\/tr>\n
400<\/td>\nCHAPTER 45 – REFERENCED STANDARDS
AASHTO
AFSI
API
ASME <\/td>\n<\/tr>\n
401<\/td>\nASTM
BHMA
CA <\/td>\n<\/tr>\n
402<\/td>\nCGA
CGR
CPSC
DOC <\/td>\n<\/tr>\n
403<\/td>\nDOL
DOTn
DOTy
ICC <\/td>\n<\/tr>\n
404<\/td>\nISO
NEMA
NFPA <\/td>\n<\/tr>\n
406<\/td>\nUL <\/td>\n<\/tr>\n
407<\/td>\nUSC <\/td>\n<\/tr>\n
408<\/td>\nAPPENDIX A – BOARD OF APPEALS <\/td>\n<\/tr>\n
410<\/td>\nAPPENDIX B – FIRE-FLOW REQUIREMENTS FOR BUILDINGS
SECTION B101 – GENERAL
SECTION B102 – DEFINITIONS
SECTION B103 – MODIFICATONS
SECTION B104 – FIRE-FLOW CALCULATION AREA
SECTION B105 – FIRE-FLOW REQUIREMENTS FOR BUILDINGS
SECTION B106 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
411<\/td>\nTABLE B105.1 – MINIMUM REQUIRED FIRE-FLOW AND FLOW DURATION FOR BUILDINGS a <\/td>\n<\/tr>\n
412<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
414<\/td>\nAPPENDIX D – FIRE APPARATUS ACCESS ROADS
SECTION D101 – GENERAL
SECTION D102 – REQUIRED ACCESS
SECTION D103 – MINIMUM SPECIFICATIONS
TABLE D103.4 – REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS
FIGURE D103.1 – DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND <\/td>\n<\/tr>\n
415<\/td>\nFIGURE D103.6 – FIRE LANE SIGNS
SECTION D104 – COMMERCIAL AND INDUSTRIAL DEVELOPMENTS
SECTION D105 – AERIAL FIRE APPARATUS ACCESS ROADS
SECTION D106 – MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS <\/td>\n<\/tr>\n
416<\/td>\nSECTION D107 – ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS <\/td>\n<\/tr>\n
418<\/td>\nAPPENDIX E – HAZARD CATEGORIES
SECTION E101 – GENERAL
SECTION E102 – HAZARD CATEGORIES <\/td>\n<\/tr>\n
421<\/td>\nSECTION E103 – EVALUATION OF HAZARDS <\/td>\n<\/tr>\n
422<\/td>\nEQUATION E-1
EQUATION E-2 <\/td>\n<\/tr>\n
423<\/td>\nTABLE E103.1.3.1 – NORMALIZATION FACTOR <\/td>\n<\/tr>\n
424<\/td>\nAPPENDIX F – HAZARD RANKING
SECTION F101 – GENERAL
SECTION F102 – REFERENCED STANDARDS <\/td>\n<\/tr>\n
425<\/td>\nTABLE F101.2 – FIRE FIGHTER WARNING PLACARD DESIGNATIONS BASED ON HAZARD CLASSIFICATION CATEGORIES <\/td>\n<\/tr>\n
426<\/td>\nAPPENDIX G – CRYOGENIC FLUIDS – WEIGHT AND VOLUME EQUIVALENTS
SECTION G101 – GENERAL <\/td>\n<\/tr>\n
427<\/td>\nTABLE G101.2 – WEIGHT AND VOLUME EQUIVALENTS FOR COMMON CRYOGENIC FLUIDS <\/td>\n<\/tr>\n
428<\/td>\nINDEX <\/td>\n<\/tr>\n
452<\/td>\nMORE IFC REFERENCES FROM ICC <\/td>\n<\/tr>\n
453<\/td>\nICC MEMBERSHIP INFORMATION <\/td>\n<\/tr>\n
454<\/td>\n2007 Arkansas Fire Prevention Code, Volume II: Building
2007 EDITION ARKANSAS FIRE PREVENTION CODE VOLUME II BUILDING <\/td>\n<\/tr>\n
455<\/td>\nARKANSAS FIRE PREVENTION CODE\u00a9 2007 EDITION VOLUME II BASED ON THE 2006 INTERNATIONAL BUILDING CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
456<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
457<\/td>\nTO THE PEOPLE OF THE STATE OF ARKANSAS <\/td>\n<\/tr>\n
459<\/td>\nFOREWORD <\/td>\n<\/tr>\n
461<\/td>\nSTATE OF ARKANSASN ARKANSAS FIRE PREVENTION CODE RULES 2007 EDITION DEFINITIONS <\/td>\n<\/tr>\n
463<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
469<\/td>\nCHAPTER 1 – ADMINISTRATION
SECTION 101 – GENERAL
SECTION 102 – APPLICABILITY <\/td>\n<\/tr>\n
471<\/td>\nSECTION 103 – DEPARTMENT OF BUILDING SAFETY
SECTION 104 – DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n
472<\/td>\nSECTION 105 – PERMITS <\/td>\n<\/tr>\n
473<\/td>\nSECTION 106 – CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
476<\/td>\nSECTION 107 – TEMPORARY STRUCTURES AND USES
SECTION 108 – FEES <\/td>\n<\/tr>\n
477<\/td>\nSECTION 109 – INSPECTIONS
SECTION 110 – CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
478<\/td>\nSECTION 111 – SERVICE UTILITIES
SECTION 112 – BOARD OF APPEALS
SECTION 113 – VIOLATIONS <\/td>\n<\/tr>\n
479<\/td>\nSECTION 114 – STOP WORK ORDER
SECTION 115 – UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
481<\/td>\nCHAPTER 2 – DEFINITIONS
SECTION 201 – GENERAL
SECTION 202 – DEFINITIONS <\/td>\n<\/tr>\n
493<\/td>\nCHAPTER 3 – USE AND OCCUPANCY CLASSIFICATION
SECTION 301 – GENERAL
SECTION 302 – CLASSIFICATION
SECTION 303 – ASSEMBLY GROUP A <\/td>\n<\/tr>\n
494<\/td>\nSECTION 304 – BUSINESS GROUP B
SECTION 305 – EDUCATIONAL GROUP E
SECTION 306 – FACTORY GROUP F <\/td>\n<\/tr>\n
495<\/td>\nSECTION 307 – HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
497<\/td>\n[F] TABLE 307.1(1) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD a,j,m,n,p <\/td>\n<\/tr>\n
499<\/td>\n[F] TABLE 307.1(2) – MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERILA POSING A HEALTH HAZARD a,b,c,j <\/td>\n<\/tr>\n
503<\/td>\nSECTION 308 – INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
504<\/td>\nSECTION 309 – MERCANTILE GROUP M
SECTION 310 – RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
505<\/td>\nSECTION 311 – STORAGE GROUP S <\/td>\n<\/tr>\n
506<\/td>\nSECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
507<\/td>\nCHAPTER 4 – SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
SECTION 401 – SCOPE
SECTION 402 – COVERED MALL BUILDINGS
EQUATION 4-1 <\/td>\n<\/tr>\n
510<\/td>\nSECTION 403 – HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
511<\/td>\nSECTION 404 – ATRIUMS <\/td>\n<\/tr>\n
512<\/td>\nSECTION 405 – UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
513<\/td>\nSECTION 406 – MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
515<\/td>\nTABLE 406.3.5 – OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
517<\/td>\nSECTION 407 – GROUP I-2 <\/td>\n<\/tr>\n
518<\/td>\nSECTION 408 – GROUP I-3 <\/td>\n<\/tr>\n
519<\/td>\nSECTION 409 – MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
520<\/td>\nSECTION 410 – STAGES AND PLATFORMS <\/td>\n<\/tr>\n
522<\/td>\nSECTION 411 – SPECIAL AMUSEMENT BUILDINGS
SECTION 412 – AIRCRAFT-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
523<\/td>\nTABLE 412.1.2 – HEIGHT AND AREA LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
524<\/td>\nSECTION 413 – COMBUSTIBLE STORAGE <\/td>\n<\/tr>\n
525<\/td>\nSECTION 414 – HAZARDOUS MATERIALS
[F] TABLE 414.2.2 – DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
527<\/td>\n[F] TABLE 414.2.5(1) – MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCEIS NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS d,e,f <\/td>\n<\/tr>\n
528<\/td>\nTABLE [F] 414.2.5(2) – MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA a
SECTION 415 – GROUPS H-1, H-2, H-4 AND H-5 <\/td>\n<\/tr>\n
529<\/td>\n[F] TABLE 414.5.1 – EXPLOSION CONTROL REQUIREMENTS a <\/td>\n<\/tr>\n
531<\/td>\nTABLE 415.3.1 – MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
533<\/td>\nTABLE 415.3.2 – REQUIRED DETACHED STORAGE <\/td>\n<\/tr>\n
537<\/td>\nTABLE 415.8.2.1.1 – QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5 a <\/td>\n<\/tr>\n
541<\/td>\nSECTION 416 – APPLICATION OF FLAMMABLE FINISHES <\/td>\n<\/tr>\n
542<\/td>\nSECTION 417 – DRYING ROOMS
SECTION 418 – ORGANIC COATINGS
SECTION 419 – GROUP I-1, R-1, R-2, R-3
SECTION 420 – HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
545<\/td>\nCHAPTER 5 – GENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 – GENERAL
SECTION 502 – DEFINITIONS
SECTION 503 – GENERAL HEIGHT AND AREA LIMITATIONS
SECTION 504 – HEIGHT <\/td>\n<\/tr>\n
546<\/td>\nTABLE 503 – ALLOWABLE HEIGHT AND BUILDING AREAS a _ Height limitations shown as stories and feet above grade plane. Area limitations as determined by the definition of “Area, building” per story <\/td>\n<\/tr>\n
547<\/td>\nSECTION 505 – MEZZANINES <\/td>\n<\/tr>\n
548<\/td>\nSECTION 506 – AREA MODIFICATIONS
EQUATION 5-1
EQUATION 5-2 <\/td>\n<\/tr>\n
549<\/td>\nSECTION 507 – UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
550<\/td>\nSECTION 508 – MIXED USE AND OCCUPANCY
TABLE 508.2 – INCIDENTAL USE AREAS <\/td>\n<\/tr>\n
551<\/td>\nTABLE 508.3.3 – REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <\/td>\n<\/tr>\n
552<\/td>\nSECTION 509 – SPECIAL PROVISIONS <\/td>\n<\/tr>\n
555<\/td>\nCHAPTER 6 – TYPES OF CONSTRUCTION
SECTION 601 – GENERAL
SECTION 602 – CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
556<\/td>\nSECTION 603 – COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION <\/td>\n<\/tr>\n
557<\/td>\nTABLE 601 – FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) <\/td>\n<\/tr>\n
558<\/td>\nTABLE 602 – FIRE-RESISTANCE RATING REQUIREMTNS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE a,e
TABLE 602.4 – WOOD MEMBER SIZE <\/td>\n<\/tr>\n
559<\/td>\nCHAPTER 7 – FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 701 – GENERAL
SECTION 702 – DEFINITIONS <\/td>\n<\/tr>\n
560<\/td>\nSECTION 703 – FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
561<\/td>\nSECTION 704 – EXTERIOR WALLS
EQUATION 7-1 <\/td>\n<\/tr>\n
562<\/td>\nEQUATION 7-2
FIGURE 704.7 – EQUIVALENT OPENING FACTOR
TABLE 704.8 – MAXIMUM AREA OF EXTERIOR WALL OPENINGS a <\/td>\n<\/tr>\n
564<\/td>\nSECTION 705 – FIRE WALLS
TABLE 705.4 – FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
566<\/td>\nSECTION 706 – FIRE BARRIERS
TABLE 706.3.9 – FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
567<\/td>\nSECTION 707 – SHAFT ENCLOSURES <\/td>\n<\/tr>\n
570<\/td>\nSECTION 708 – FIRE PARTITIONS <\/td>\n<\/tr>\n
571<\/td>\nSECTION 709 – SMOOKE BARRIERS
SECTION 710 – SMOKE PARTITIONS <\/td>\n<\/tr>\n
572<\/td>\nSECTION 711 – HORIZONTAL ASSEMBLIES
SECTION 712 – PENETRATIONS <\/td>\n<\/tr>\n
575<\/td>\nSECTION 713 – FIRE-RESISTANT JOINT SYSTEMS
SECTION 714 – FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
576<\/td>\nSECTION 715 – OPENING PROTECTIVES <\/td>\n<\/tr>\n
577<\/td>\nTABLE 715.4 – FIRE DOOR AND FIRE SHUTTER PROTECTION RATINGS <\/td>\n<\/tr>\n
579<\/td>\nTABLE 715.5 – FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
TABLE 715.5.3 – LIMITING SIZES OF WIRED GLASS PANELS <\/td>\n<\/tr>\n
580<\/td>\nSECTION 716 – DUCTS AND AIR TRANSFER OPENINGS
TABLE 716.3.1 – FIRE DAMPER RATING <\/td>\n<\/tr>\n
583<\/td>\nSECTION 717 – CONCEALED SPACES <\/td>\n<\/tr>\n
585<\/td>\nSECTION 718 – FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 719 – THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
586<\/td>\nSECTION 720 – PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
587<\/td>\nTABLE 720.1(1) – MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS m <\/td>\n<\/tr>\n
591<\/td>\nTABLE 720.1(2) – RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
598<\/td>\nTABLE 720.1(3) – MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a,q <\/td>\n<\/tr>\n
606<\/td>\nSECTION 721 – CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
607<\/td>\nTABLE 721.2.1.1 – MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
EQUATION 7-3
FIGURE 721.2.1.2 – FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
EQUATION 7-4 <\/td>\n<\/tr>\n
608<\/td>\nTABLE 721.2.1.2(1) – VALUES OF Rn 0.59 FOR USE IN EQUATION 7-4
TABLE 721.2.1.2(2) – FIRE-RESISTANCE RATINGS BASED ON R 0.59 <\/td>\n<\/tr>\n
609<\/td>\nFIGURE 721.2.1.3.1 – CERAMIC FIBER JOINT PROTECTION
TABLE 721.2.1.4(1) – MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 721.2.1.4(2) – TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
610<\/td>\nTABLE 721.2.2.1 – MINIMUM SLAB THICKNESS (inches)
FIGURE 721.2.2.1.2 – DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
EQUATION 7-5
FIGURE 721.2.2.1.3 – SLABS WITH RIBBED OR UNDULATING SOFFITS <\/td>\n<\/tr>\n
611<\/td>\nFIGURE 721.2.2.2 – FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
612<\/td>\nFIGURE 721.2.2.3(1) – FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 721.2.2.3(2) – FIRE-RESISTANCE RATINGS FOR CONCRETE
TABLE 721.2.3(1) – COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(2) – COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) <\/td>\n<\/tr>\n
613<\/td>\nTABLE 721.2.3(3) – MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMS c (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 721.2.3(4) – MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
TABLE 721.2.3(5) – MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
614<\/td>\nTABLE 721.2.4 – MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
EQUATION 7-6 <\/td>\n<\/tr>\n
615<\/td>\nTABLE 721.3.2 – MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS a,b,c,d
EQUATION 7-7
TABLE 721.3.4 – MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 721.3.5 – MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) <\/td>\n<\/tr>\n
616<\/td>\nEQUATION 7-8
EQUATION 7-9
EQUATION 7-10
TABLE 721.4.1(1) – FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS <\/td>\n<\/tr>\n
617<\/td>\nTABLE 721.4.1(2) – FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
TABLE 721.4.1(3) – VALUES OF Rn 0.59
TABLE 721.4.1(4) – COEFFICIENTS FOR PLASTER, pla
TABLE 721.4.1(5) – REINFORCED MASONRY LINTELS
TABLE 721.4.1(6) – REINFORCED CLAY MASONRY COLUMNS
EQUATION 7-11 <\/td>\n<\/tr>\n
618<\/td>\nFIGURE 721.5.1(1) – DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
EQUATION 7-12 <\/td>\n<\/tr>\n
619<\/td>\nEQUATION 7-13
FIGURE 721.5.1(2) – GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 721.5.1(3) – GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
620<\/td>\nEQUATION 7-14
FIGURE 721.5.1(4) – FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 721.5.1(5) – WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAY-APPLIED FIRE-RESISTANT MATERIALS
FIGURE 721.5.1(6) – CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS a,b
EQUATION 7-15 <\/td>\n<\/tr>\n
621<\/td>\nEQUATION 7-16
FIGURE 721.5.1(7) – CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
FIGURE 721.5.2 – DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS <\/td>\n<\/tr>\n
622<\/td>\nTABLE 721.5.1(1) – W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
623<\/td>\nTABLE 721.5.1(2) – PROPERTIES OF CONCRETE
TABLE 721.5.1(3) – THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS <\/td>\n<\/tr>\n
624<\/td>\nTABLE 721.5.1(4) – WEIGHT-T0-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
626<\/td>\nTABLE 721.5.1(5) – FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
628<\/td>\nTABLE 721.5.1(6) – FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
629<\/td>\nTABLE 721.5.1(7) – MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETE [FIGURE 721.5.1(6)(c)]
TABLE 721.5.1(8) – MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETE [FIGURE 721.5.1(6)(c)] <\/td>\n<\/tr>\n
630<\/td>\nTABLE 721.5.1(9) – MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 721.56.1(6)(a)]
TABLE 721.5.1(10) – MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] <\/td>\n<\/tr>\n
631<\/td>\nEQUATION 7-17 <\/td>\n<\/tr>\n
632<\/td>\nTABLE 721.6.2(1) – TIME ASSIGNED TO WALLBOARD MEMBRANES a,b,c,d
TABLE 721.6.2(2) – TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a,b,c
TABLE 721.6.2(3) – MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
EQUATION 7-18
EQUATION 7-19
EQUATION 7-20
EQUATION 7-21 <\/td>\n<\/tr>\n
633<\/td>\nFIGURE 721.6.3(1) – LOAD FIGURE
TABLE 721.6.2(4) – FLOORING OR ROOFING OVER WOOD FRAMING a
TABLE 721.6.2(5) – TIME ASSIGNED FOR ADDITIONAL PROTECTION <\/td>\n<\/tr>\n
634<\/td>\nFIGURE 721.6.3(2) – EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
635<\/td>\nCHAPTER 8 – INTERIOR FINISHES
SECTION 801 – GENERAL
SECTION 802 – DEFINITIONS
SECTION 803 – WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
637<\/td>\nTABLE 803.5 – INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
SECTION 804 – INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
638<\/td>\nSECTION 805 – COMBUSTIBLE MATERIALS IN TYPE I AND II CONSTRUCTION
[F] SECTION 806 – DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
641<\/td>\nCHAPTER 9 – FIRE PROTECTION SYSTEMS
SECTION 901 – GENERAL
SECTION 902 – DEFINITIONS <\/td>\n<\/tr>\n
644<\/td>\nSECTION 903 – AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
645<\/td>\n[F] TABLE 903.2.4.2 – GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
646<\/td>\n[F] TABLE 903.2.13 – ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
648<\/td>\nSECTION 904 – ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
650<\/td>\nSECTION 905 – STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
652<\/td>\nSECTION 906 – PORTABLE FIRE EXTINGUISHERS
SECTION 907 – FIRE ALARM DETECTION SYSTEMS <\/td>\n<\/tr>\n
658<\/td>\n[F] TABLE 907.9.1.3 – VISABLE AND AUDIBLE ALARMS <\/td>\n<\/tr>\n
659<\/td>\nSECTION 908 – EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
660<\/td>\nSECTION 909 – SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
661<\/td>\nEQUATION 9-1 <\/td>\n<\/tr>\n
662<\/td>\nEQUATION 9-2
EQUATION 9-8
EQUATION 9-9 <\/td>\n<\/tr>\n
667<\/td>\nSECTION 910 – SMOKE AND HEAT VENTS <\/td>\n<\/tr>\n
668<\/td>\n[F] TABLE 910.3 – REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTS a
EQUATION 9-10 <\/td>\n<\/tr>\n
669<\/td>\nSECTION 911 – FIRE COMMAND CENTER
SECTION 912 – FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
671<\/td>\nCHAPTER 10 – MEANS OF EGRESS
SECTION 1001 – ADMINISTRATION
SECTION 1002 – DEFINITIONS <\/td>\n<\/tr>\n
672<\/td>\nSECTION 1003 – GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
673<\/td>\nSECTION 1004 – OCCUPANT LOAD <\/td>\n<\/tr>\n
674<\/td>\nTABLE 1004.1.1 – MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
SECTION 1005 – EGRESS WIDTH <\/td>\n<\/tr>\n
675<\/td>\nTABLE 1005.1 – EGRESS WIDTH PER OCCUPANT SERVED
SECTION 1006 – MEANS OF EGRESS ILLUMINATION
SECTION 1007 – ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
677<\/td>\nSECTION 1008 – DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
678<\/td>\nTABLE 1008.1.3.1 – REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
682<\/td>\nSECTION 1009 – STAIRWAYS <\/td>\n<\/tr>\n
684<\/td>\nSECTION 1010 – RAMPS <\/td>\n<\/tr>\n
686<\/td>\nSECTION 1011 – EXIT SIGNS
SECTION 1012 – HANDRAILS <\/td>\n<\/tr>\n
687<\/td>\nSECTION 1013 – GUARDS <\/td>\n<\/tr>\n
688<\/td>\nSECTION 1014 – EXIT ACCESS <\/td>\n<\/tr>\n
690<\/td>\nSECTION 1015 – EXIT AND EXIT ACCESS DOORWAYS
TABLE 1015.1 – SPACES WITH ONE MEANS OF EGRESS <\/td>\n<\/tr>\n
691<\/td>\nSECTION 1016 – EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.1 – EXIT ACCESS TRAVEL DISTANCE a
SECTION 1017 – CORRIDORS <\/td>\n<\/tr>\n
692<\/td>\nTABLE 1017.1 – CORRIDOR FIRE-RESISTANT RATING <\/td>\n<\/tr>\n
693<\/td>\nSECTION 1018 – EXITS
SECTION 1019 – NUMBER OF EXITS AND CONTINUITY
TABLE 1019.1 – MINIMUM NUMBER OF EXITS FPR OCCUPANT LOAD
TABLE 1019.2 – BUILDINGS WITH ONE EXIT
SECTION 1020 – VERTICAL EXIT ENCLOSURES <\/td>\n<\/tr>\n
695<\/td>\nSECTION 1021 – EXIT PASSAGEWAYS
SECTION 1022 – HORIZONTAL EXITS <\/td>\n<\/tr>\n
696<\/td>\nSECTION 1023 – EXTERIOR RAMPS AND STAIRWAYS <\/td>\n<\/tr>\n
697<\/td>\nSECTION 1024 – EXIT DISCHARGE <\/td>\n<\/tr>\n
698<\/td>\nSECTION 1025 – ASSEMBLY <\/td>\n<\/tr>\n
699<\/td>\nTABLE 1025.6.2 – WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
701<\/td>\nTABLE 1025.10.1 – SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
702<\/td>\nSECTION 1026 – EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
705<\/td>\nCHAPTER 11 – ACCESSIBILITY
SECTION 1101 – GENERAL
SECTION 1102 – DEFINITIONS
SECTION 1103 – SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
706<\/td>\nSECTION 1104 – ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
707<\/td>\nSECTION 1105 – ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n
708<\/td>\nSECTION 1106 – PARKING AND PASSENGER LOADING FACILITIES
TABLE 1106.1 – ACCESSIBLE PARKING SPACES
SECTION 1107 – DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
710<\/td>\nTABLE 1107.6.1.1 – ACCESSIBLE DWELLING AND SLEEPING UNITS <\/td>\n<\/tr>\n
711<\/td>\nSECTION 1108 – SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
712<\/td>\nTABLE 1108.2.2.1 – ACCESSIBLE WHEELCHAIR SPACES
TABLE 1108.2.6.1 – RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
713<\/td>\nTABLE 1108.3 – ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
SECTION 1109 – OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
716<\/td>\nTABLE 1109.12.2 – ACCESSIBLE CHECK-OUT AISLES <\/td>\n<\/tr>\n
717<\/td>\nSECTION 1110 – SIGNAGE <\/td>\n<\/tr>\n
719<\/td>\nCHAPTER 12 – INTERIOR ENVIRONMENT
SECTION 1201 – GENERAL
SECTION 1202 – DEFINITIONS
SECTION 1203 – VENTILATION <\/td>\n<\/tr>\n
720<\/td>\nSECTION 1204 – TEMPERATURE CONTROL
SECTION 1205 – LIGHTING <\/td>\n<\/tr>\n
721<\/td>\nSECTION 1206 – YARDS OR COURTS
SECTION 1207 – SOUND TRANSMISSION
SECTION 1208 – INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
722<\/td>\nSECTION 1209 – ACCESS TO UNOCCUPIED SPACES
SECTION 1210 – SURROUNDING MATERIALS <\/td>\n<\/tr>\n
723<\/td>\nCHAPTER 13 – ENERGY EFFICIENCY
SECTION 1301 – GENERAL <\/td>\n<\/tr>\n
725<\/td>\nCHAPTER 14 – EXTERIOR WALLS
SECTION 1401 – GENERAL
SECTION 1402 – DEFINITIONS
SECTION 1403 – PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
726<\/td>\nSECTION 1404 – MATERIALS
SECTION 1405 – INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n
727<\/td>\nTABLE 1405.2 – MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
730<\/td>\nSECTION 1406 – COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
TABLE 1406.2.1.2 – MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS <\/td>\n<\/tr>\n
731<\/td>\nSECTION 1407 – METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
733<\/td>\nCHAPTER 15 – ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 – GENERAL
SECTION 1502 – DEFINITIONS
SECTION 1503 – WEATHER PROTECTION <\/td>\n<\/tr>\n
734<\/td>\nSECTION 1504 – PERFORMANCE REQUIREMENTS
TABLE 1504.2.1 – ROOF COVERING CLASSIFICATION USING ALTERNATIVE METHOD <\/td>\n<\/tr>\n
735<\/td>\nTABLE 1504.8 – MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH GRAVEL OR STONE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 – FIRE CLASSIFICATION
TABLE 1505.1a,b – MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
SECTION 1506 – MATERIALS <\/td>\n<\/tr>\n
736<\/td>\nSECTION 1507 – REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
737<\/td>\nTABLE 1507.2.9.2 – VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
739<\/td>\nTABLE 1507.3.7 – CLAY AND CONCRETE TILE ATTACHMENT a,b,c <\/td>\n<\/tr>\n
740<\/td>\nTABLE 1507.4.3(1) – METAL ROOF COVERINGS
TABLE 1507.4.3(2) – MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
741<\/td>\nTABLE 1507.7.5 – SLATE SHINGLE HEADLAP
TABLE 1507.8.4 – WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.6 – WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
742<\/td>\nTABLE 1507.8 – WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
743<\/td>\nTABLE 1507.9.5 – WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.7 – WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
744<\/td>\nTABLE 1507.10.2 – BUILT-UP ROOFING MATERIAL STANDARDS
SECTION 1508 – ROOF INSULATION <\/td>\n<\/tr>\n
745<\/td>\nTABLE 1508.2 – MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 – ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
746<\/td>\nSECTION 1510 – REROOFING <\/td>\n<\/tr>\n
747<\/td>\nCHAPTER 16 – STRUCTURAL DESIGN
SECTION 1601 – GENERAL
SECTION 1602 – DEFINITONS AND NOTATIONS <\/td>\n<\/tr>\n
748<\/td>\nSECTION 1603 – CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
749<\/td>\nSECTION 1604 – GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
750<\/td>\nTABLE 1604.3 – DEFLECTION LIMITS a,b,c,h,i <\/td>\n<\/tr>\n
751<\/td>\nTABLE 1604.5 – OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
752<\/td>\nSECTION 1605 – LOAD COMBINATIONS
EQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-5
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15 <\/td>\n<\/tr>\n
753<\/td>\nEQUATION 16-16
EQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22
EQUATION 16-23
SECTION 1606 – DEAD LOADS <\/td>\n<\/tr>\n
754<\/td>\nSECTION 1607 – LIVE LOADS
TABLE 1607.6 – UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
755<\/td>\nTABLE 1607.1 – MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADS <\/td>\n<\/tr>\n
757<\/td>\nEQUATION 16-24
TABLE 1607.9.1 – LIVE LOAD ELEMENT FACTOR, KLL
EQUATION 16-25
EQUATION 16-26 <\/td>\n<\/tr>\n
758<\/td>\nEQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32
EQUATION 16-33 <\/td>\n<\/tr>\n
759<\/td>\nSECTION 1608 – SNOW LOADS
TABLE 1608.2 – GROUND SNOW LOADS, pg, FOR ALASKAN LOCATIONS
SECTION 1609 – WIND LOADS <\/td>\n<\/tr>\n
760<\/td>\nFIGURE 1608.2 – GROUND SNOW LOADS, pg, FOR THE UNITED STATES (psf) <\/td>\n<\/tr>\n
762<\/td>\nTABLE 1609.1.2 – WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d <\/td>\n<\/tr>\n
763<\/td>\nEQUATION 16-34
TABLE 1609.3.1 – EQUIVALENT BASIC WIND SPEEDS a,b,c <\/td>\n<\/tr>\n
764<\/td>\nFIGURE 1609 – BASIC WIND SPEED (3 -SECOND GUST) <\/td>\n<\/tr>\n
769<\/td>\nEQUATION 16-35
SECTION 1610 – SOIL LATERAL LOADS
SECTION 1611 – RAIN LOADS
EQUATION 16-36 <\/td>\n<\/tr>\n
770<\/td>\nTABLE 1610.1 – SOIL LATERAL LOAD
SECTION 1612 – FLOOD LOADS <\/td>\n<\/tr>\n
772<\/td>\nSECTION 1613 – EARTHQUAKE LOADS <\/td>\n<\/tr>\n
773<\/td>\nTABLE 1613.5.2 – SITE CLASS DEFINITIONS
EQUATION 16-37
EQUATION 16-38 <\/td>\n<\/tr>\n
774<\/td>\nTABLE 1613.5.3(1) – VALUES OF SITE COEFFICIENT Fa a
TABLE 1613.5.3(2) – VALUES OF SITE COEFFICIENT Fva
EQUATION 16-39
EQUATION 16-40
EQUATION 16-41 <\/td>\n<\/tr>\n
775<\/td>\nEQUATION 16-42
EQUATION 16-43
EQUATION 16-44
TABLE 1613.5.5 – SITE CLASSIFICATION <\/td>\n<\/tr>\n
776<\/td>\nTABLE 1613.5.6(1) – SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS
TABLE 1613.5.6(2) – SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
777<\/td>\nEQUATION 12.8-5
EQUATION 15.4-1
EQUATION 15.4-2
EQUATION 15.4-3
EQUATION 15.4-4 <\/td>\n<\/tr>\n
778<\/td>\nFIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
780<\/td>\nFIGURE 1613.5(2) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
782<\/td>\nFIGURE 1613.5(3) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
784<\/td>\nFIGURE 1613.5(4) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
786<\/td>\nFIGURE 1613.5(5) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
787<\/td>\nFIGURE 1613.5(6) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICVAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
788<\/td>\nFIGURE 1613.5(7) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
789<\/td>\nFIGURE 1613.5(8) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
790<\/td>\nFIGURE 1613.5(9) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
791<\/td>\nFIGURE 1613.5(10) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
793<\/td>\nFIGURE 1613.5(12) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
794<\/td>\nFIGURE 1613.5(13) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
795<\/td>\nFIGURE 1613.5(14) – MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
797<\/td>\nCHAPTER 17 – STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 – GENERAL
SECTION 1702 – DEFINITIONS <\/td>\n<\/tr>\n
798<\/td>\nSECTION 1703 – APPROVALS
SECTION 1704 – SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
800<\/td>\nTABLE 1704.3 – REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
801<\/td>\nTABLE 1704.4 – REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
803<\/td>\nTABLE 1704.5.1 – LEVEL 1 SPECIAL INSPECTION <\/td>\n<\/tr>\n
804<\/td>\nTABLE 1704.5.3 – LEVEL 2 SPECIAL INSPECTION
TABLE 1704.7 – REQUIRED VERIFICATION AND INSPECTION OF SOILS <\/td>\n<\/tr>\n
805<\/td>\nTABLE 1704.8 – REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS
TABLE 1704.9 – REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS <\/td>\n<\/tr>\n
806<\/td>\nSECTION 1705 – STATEMENT OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
808<\/td>\nSECTION 1706 – CONTRACTOR RESPONSIBILIITY
SECTION 1707 – SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
809<\/td>\nSECTION 1708 – STRUCTURAL TESTING FOR SEISMIC RESISTANCE
TABLE 1708.1.2 – LEVEL 1 QUALITY ASSURANCE
TABLE 1708.1.4 – LEVEL 2 QUALITY ASSURANCE <\/td>\n<\/tr>\n
810<\/td>\nSECTION 1709 – STRUCTURAL OBSERVATIONS
SECTION 1710 – DESIGN STRENGTHS OF MATERIALS
SECTION 1711 – ALTERNATIVE TEST PROCEDURE
SECTION 1712 – TEST SAFE LOAD
SECTION 1713 – IN0SITU LOAD TESTS <\/td>\n<\/tr>\n
811<\/td>\nSECTION 1714 – PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
812<\/td>\nSECTION 1715 – MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
813<\/td>\nCHAPTER 18 – SOILS AND FOUNDATIONS
SECTION 1801 – GENERAL
SECTION 1802 – FOUNDATION AND SOILS INVESTIGATIONS <\/td>\n<\/tr>\n
814<\/td>\nSECTION 1803 – EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
815<\/td>\nSECTION 1804 – ALLOWABLE LOAD-BEARING VALUES OF SOIL
SECTION 1805 – FOOTINGS AND FOUNDATIONS <\/td>\n<\/tr>\n
816<\/td>\nTABLE 1804.2 – ALLOWABLE FOUNDATION AND LATERAL PRESSURE <\/td>\n<\/tr>\n
817<\/td>\nFIGURE 1805.3.1 – FOUNDATION CLEARANCES FROM SLOPES
TABLE 1805.4.2 – FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION a,b,c,d,e <\/td>\n<\/tr>\n
819<\/td>\nTABLE 1805.5(1) – PLAIN MASONRY FOUNDATION WALLS a,b,c <\/td>\n<\/tr>\n
820<\/td>\nTABLE 1805.5(2) – 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d >\/- 5 INCHES a,b,c <\/td>\n<\/tr>\n
821<\/td>\nTABLE 1805.5(3) – 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d >\/- 6.75 INCHES a,b,c <\/td>\n<\/tr>\n
822<\/td>\nTABLE 1805.5(4) – 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d >\/- 8.75 INCHES a,b,c <\/td>\n<\/tr>\n
823<\/td>\nTABLE 1805.5(5) – CONCRETE FOUNDATION WALLS b,c <\/td>\n<\/tr>\n
825<\/td>\nEQUATION 18-1 <\/td>\n<\/tr>\n
826<\/td>\nEQUATION 18-2
EQUATION 18-3 <\/td>\n<\/tr>\n
827<\/td>\nSECTION 1806 – RETAINING WALLS
SECTION 1807 – DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
828<\/td>\nSECTION 1808 – PIER AND PILE FOUNDATIONS <\/td>\n<\/tr>\n
833<\/td>\nSECTION 1809 – DRIVEN PILE FOUNDATIONS <\/td>\n<\/tr>\n
834<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
835<\/td>\nEQUATION 18-5
EQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
836<\/td>\nSECTION 1810 – CAST-IN-PLACE CONCRETE PILE FOUNDATIONS <\/td>\n<\/tr>\n
840<\/td>\nSECTION 1811 – COMPOSITE PILES
SECTION 1812 – PIER FOUNDATIONS <\/td>\n<\/tr>\n
843<\/td>\nCHAPTER 19 – CONCRETE
SECTION 1901 – GENERAL
SECTION 1902 – DEFINITIONS
SECTION 1903 – SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 – DURABIILITY REQUIREMENTS <\/td>\n<\/tr>\n
844<\/td>\nTABLE 1904.2.2 – MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f’c)
FIGURE 1904.2.2 – WEATHERING PROBABILITY MAP FOR CONCRETE a,b,c <\/td>\n<\/tr>\n
845<\/td>\nSECTION 1905 – CONCRETE QUALITY, MIXING AND PLACING
SECTION 1906 – FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <\/td>\n<\/tr>\n
846<\/td>\nSECTION 1907 – DETAILS OF REINFORCEMENT
SECTION 1908 – MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
849<\/td>\nSECTION 1909 – STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
850<\/td>\nSECTION 1910 – MINIMUM SLAB PROVISIONS
SECTION 1911 – ANCHORAGE TO CONCRETE – ALLOWABLE STRESS DESIGN
EQUATION 19-1
SECTION 1912 – ANCHORAGE TO CONCRETE – STRENGTH DESIGN <\/td>\n<\/tr>\n
851<\/td>\nTABLE 1911.2 – ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1913 – SHOTCRETE <\/td>\n<\/tr>\n
852<\/td>\nSECTION 1914 – REINFORCED GYPSUM CONCRETE
SECTION 1915 – CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
855<\/td>\nCHAPTER 20 – ALUMINUM
SECTION 2001 – GENERAL
SECTION 2002 – MATERIALS <\/td>\n<\/tr>\n
857<\/td>\nCHAPTER 21 – MASONRY
SECTION 2101 – GENERAL
SECTION 2102 – DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
861<\/td>\nSECTION 2103 – MASONRY CONSTRUCTION MATERIALS
TABLE 2103.10 – CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
862<\/td>\nTABLE 2103.8(1) – MORTAR PROPORTIONS
TABLE 2103.8(2) – MORTAR PROPERTIES a <\/td>\n<\/tr>\n
863<\/td>\nTABLE 2103.12 – GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
864<\/td>\nSECTION 2104 – CONSTRUCTION <\/td>\n<\/tr>\n
867<\/td>\nSECTION 2105 – QUALITY ASSURANCE <\/td>\n<\/tr>\n
868<\/td>\nTABLE 2105.2.2.1.1 – COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 – COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106 – SEISMIC DESIGN <\/td>\n<\/tr>\n
869<\/td>\nEQUATION 21-1 <\/td>\n<\/tr>\n
870<\/td>\nSECTION 2107 – ALLOWABLE STRESS DESIGN
EQUATION 21-2
EQUATION 21-3
SECTION 2108 – STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
871<\/td>\nSECTION 2109 – EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
872<\/td>\nTABLE 2109.2.1.2 – DIAPHRAGM LENGTH-TO-WIDTH RATIOS
TABLE 2109.2.3.1 – ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
TABLE 2109.4.1 – WALL LATERAL SUPPORT REQUIREMENTS <\/td>\n<\/tr>\n
873<\/td>\nTABLE 2109.3.2 – ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
874<\/td>\nTABLE 2109.5.3.1 – FOUNDATION WALL CONSTRUCTION <\/td>\n<\/tr>\n
876<\/td>\nEQUATION 21-4
TABLE 2109.8.3.1 – ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
877<\/td>\nSECTION 2110 – GLASS UNIT MASONRY <\/td>\n<\/tr>\n
878<\/td>\nFIGURE 2110.3.1 – GLASS MASONRY DESIGN WIND LOAD RESISTANCE
SECTION 2111 – MASONRY FIREPLACES <\/td>\n<\/tr>\n
880<\/td>\nFIGURE 2111.11 – ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
881<\/td>\nSECTION 2112 – MASONRY HEATERS
SECTION 2113 – MASONRY CHIMNEYS <\/td>\n<\/tr>\n
884<\/td>\nTABLE 2113.16(1) – NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES a
FIGURE 2113.16 – FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
885<\/td>\nTABLE 2113.16(2) – NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113.19 – ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
887<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
888<\/td>\nSECTION 2206 – STEEL JOISTS
SECTION 2207 – STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
889<\/td>\nSECTION 2208 – STEEL STORAGE RACKS
SECTION 2209 – COLD-FORMED STEEL
SECTION 2210 – COLD-FORMED STEEL LIGHT-FRAMED CONSTRUCTION <\/td>\n<\/tr>\n
891<\/td>\nCHAPTER 23 – WOOD
SECTION 2301 – GENERAL
SECTION 2302 – DEFINITIONS <\/td>\n<\/tr>\n
892<\/td>\nSECTION 2303 – MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
896<\/td>\nSECTION 2304 – GENERAL CONSTRUCTION REQUIREMENTS
TABLE 2304.6 – MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
897<\/td>\nTABLE 2304.7(1) – ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING a,b
TABLE 2304.7(2) – SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
898<\/td>\nTABLE 2304.7(3) – ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS a,b <\/td>\n<\/tr>\n
899<\/td>\nTABLE 2304.7(4) – ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) a,b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.7(5) – ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted) a,b <\/td>\n<\/tr>\n
901<\/td>\nTABLE 2304.9.1 – FASTENING SCHEDULE <\/td>\n<\/tr>\n
905<\/td>\nSECTION 2305 – GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
906<\/td>\nEQUATION 23-1
TABLE 2305.2.2(1) – en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM DEFLECTION DUE TO FASTENER SLIP (Structural) a,d
TABLE 2305.2.3 – MAXIMUM DIAPHRAGM DIMENSION RATIOS HORIZONTAL AND SLOPED DIAPHRAGM <\/td>\n<\/tr>\n
907<\/td>\nTABLE 2305.2.2(2) – VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
908<\/td>\nEQUATION 23-2
FIGURE 2305.2.5(1) – DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN-FRONT BUILDING <\/td>\n<\/tr>\n
909<\/td>\nTABLE 2305.3.4 – MAXIMUM SHEAR WALL DIMENSION RATIOS
FIGURE 2305.2.5(2) – DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM <\/td>\n<\/tr>\n
910<\/td>\nFIGURE 2305.3.5 – GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH RATIO <\/td>\n<\/tr>\n
911<\/td>\nEQUATION 23-3
TABLE 2305.3.8.2 – SHEAR RESISTANCE ADJUSTMENT FACTOR, Co <\/td>\n<\/tr>\n
912<\/td>\nEQUATION 23-4
SECTION 2306 – ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
913<\/td>\nTABLE 2306.1.4 – ALLOWABLE LOADS FOR LUMBER DECKING <\/td>\n<\/tr>\n
914<\/td>\nTABLE 2306.2.1 – WALL STUD BENDING STRESS INCREASE FACTORS
TABLE 2306.3.3 – DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE <\/td>\n<\/tr>\n
915<\/td>\nTABLE 2306.3.1 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINE a FOR WIND OR SEISMIC LOADING h <\/td>\n<\/tr>\n
918<\/td>\nTABLE 2306.3.2 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING b,g,h <\/td>\n<\/tr>\n
919<\/td>\nSECTION 2307 – LOAD RESISTANCE FACTOR DESIGN
SECTION 2308 – CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
920<\/td>\nTABLE 2306.4.1 – ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHRN PINEa FOR WIND OR SEISMIC LOADING b,h,i,j,l <\/td>\n<\/tr>\n
921<\/td>\nTABLE 2306.4.3 – aALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHING b
TABLE 2306.4.4 – ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLY a,b,c,d,e,f,g,h <\/td>\n<\/tr>\n
922<\/td>\nTABLE 2306.4.5 – ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES <\/td>\n<\/tr>\n
925<\/td>\nTABLE 2308.8(1) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/^ = 360) <\/td>\n<\/tr>\n
927<\/td>\nTABLE 2308.8(2) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load=40 psf, L\/^ = 360) <\/td>\n<\/tr>\n
929<\/td>\nTABLE 2308.9.1 – SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
932<\/td>\nFIGURE 2308.9.3 – BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
933<\/td>\nFIGURE 2308.9.3.2 – ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
TABLE 2308.9.3(1) – BRACED WALL PANELS a <\/td>\n<\/tr>\n
934<\/td>\nTABLE 2308.9.3(2) – EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) – WOOD STRUCTURAL PANEL WALL SHEATHING b (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below)
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) <\/td>\n<\/tr>\n
935<\/td>\nTABLE 2308.9.3(5) – HARDBOARD SIDING <\/td>\n<\/tr>\n
936<\/td>\nTABLE 2308.9.5 – HEADER AND GIRDER SPANS a FOR EXTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Fir b and Required Number of Jack Studs) <\/td>\n<\/tr>\n
938<\/td>\nTABLE 2308.9.6 – HEADER AND GIRDER SPANS a FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Fir b and Required Number of Jack Studs) <\/td>\n<\/tr>\n
939<\/td>\nTABLE 2308.10.1 – REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds) a,b,c,e,f,g,h <\/td>\n<\/tr>\n
940<\/td>\nTABLE 2308.10.2(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/^ = 240) <\/td>\n<\/tr>\n
942<\/td>\nTABLE 2308.10.2(2) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Unihabitable Attics with Limited Storage, Live Load = 20 pounds per square foot, L\/^ = 240) <\/td>\n<\/tr>\n
944<\/td>\nTABLE 2308.10.3(1) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/^ = 180) <\/td>\n<\/tr>\n
946<\/td>\nTABLE 2308.10.3(2) – (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/^ = 240) <\/td>\n<\/tr>\n
948<\/td>\nTABLE 2308.10.3(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/^ = 180) <\/td>\n<\/tr>\n
950<\/td>\nRAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/^ =180) <\/td>\n<\/tr>\n
952<\/td>\nTABLE 2308.10.3(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/^ = 240) <\/td>\n<\/tr>\n
954<\/td>\nTABLE 2308.10.3(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/^ = 240) <\/td>\n<\/tr>\n
956<\/td>\nTABLE 2308.10.4.1 – RAFTER TIE CONNECTIONS g <\/td>\n<\/tr>\n
957<\/td>\nTABLE 2308.10.9 – ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
959<\/td>\nFIGURE 2308.11.3.2 – STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
960<\/td>\nFIGURE 2308.11.3.3 – OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
961<\/td>\nTABLE 2308.12.4 – WALL BRACNG IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Line a) <\/td>\n<\/tr>\n
962<\/td>\nFIGURE 2308.12.6(1) – BRACED WALL PANELS OUT OF PLANE
FIGURE 2308.12.6(2) – BRACED WALL PANELS SUPPORTED BY CATILEVER OR SET BACK <\/td>\n<\/tr>\n
963<\/td>\nFIGURE 2308.12.6(3) – FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4) – ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
FIGURE 2308.12.6(5) – BRACED WALL PANEL EXTENSION OVER OPENING <\/td>\n<\/tr>\n
964<\/td>\nFIGURE 2308.12.6(6) – PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(7) – BRACED WALL LINES NOT PERPENDICULAR
FIGURE 2308.12.6(8) – OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
965<\/td>\nCHAPTER 24 – GLASS AND GLAZING
SECTION 2401 – GENERAL
SECTION 2402 – DEFINITIONS
SECTION 2403 – GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 – WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4 <\/td>\n<\/tr>\n
966<\/td>\nEQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12 <\/td>\n<\/tr>\n
967<\/td>\nSECTION 2405 – SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
968<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 – SAFETY GLAZING
TABLE 2406.1 – MINIMUM CATEGORY CLASSIFICATION OF GLAZING <\/td>\n<\/tr>\n
970<\/td>\nSECTION 2407 – GLASS IN HANDRAILS AND GUARDS
SECTION 2408 – GLAZING IN ATHLETIC FACILITIES
SECTION 2409 – GLASS IN ELEVATOR HOISTWAY <\/td>\n<\/tr>\n
971<\/td>\nCHAPTER 25 – GYPSUM BOARD AND PLASTER
SECTION 2501 – GENERAL
SECTION 2502 – DEFINITIONS
SECTION 2503 – INSPECTION
SECTION 2504 – VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 – SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
972<\/td>\nSECTION 2506 – GYPSUM BOARD MATERIALS
TABLE 2506.2 – GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 – LATHING AND PLASTERING
TABLE 2507.2 – LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 – GYPSUM CONSTRUCTION
TABLE 2508.1 – INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
973<\/td>\nTABLE 2508.5 – SHEAR CAPCITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 – GYPSUM BOARD IN SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n
974<\/td>\nSECTION 2510 – LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
SECTION 2511 – INTERIOR PLASTER
TABLE 2511.1.1 – INSTALLATION OF PLASTER CONSTRUCTION <\/td>\n<\/tr>\n
975<\/td>\nSECTION 2512 – EXTERIOR PLASTER
TABLE 2512.6 – CEMENT PLASTERS
SECTION 2513 – EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
977<\/td>\nCHAPTER 26 – PLASTIC
SECTION 2601 – GENERAL
SECTION 2602 – DEFINITIONS
SECTION 2603 – FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
980<\/td>\nFIGURE 2603.8 – TERMITE INFESTATON PROBABILITY MAP
SECTION 2604 – INTERIOR FINISH AND TRIM <\/td>\n<\/tr>\n
981<\/td>\nSECTION 2605 – PLASTIC VENEER
SECTION 2606 – LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
982<\/td>\nSECTION 2607 – LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 – AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS a <\/td>\n<\/tr>\n
983<\/td>\nSECTION 2608 – LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 – LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
984<\/td>\nTABLE 2609.4 – AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 – LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
SECTION 2611 – LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
987<\/td>\nCHAPTER 27 – ELECTRICAL
SECTION 2701 – GENERAL
[F] SECTION 2702 – EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
989<\/td>\nCHAPTER 28 – MECHANICAL SYSTEMS
SECTION 2801 – GENERAL <\/td>\n<\/tr>\n
991<\/td>\nCHAPTER 29 – PLUMBING SYSTEMS
SECTION 2901 – GENERAL
SECTION 2902 – MINIMUM PLUMBING FACIILITIES
[P] TABLE 2902.1 — MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a (See Sections 2902.2 and 2902.3) <\/td>\n<\/tr>\n
995<\/td>\nCHAPTER 30 – ELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 – GENERAL
SECTION 3002 – HOISTWAY ENCLOSURES
[F] SECTION 3003 – EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
996<\/td>\nSECTION 3004 – HOISTWAY VENTING
SECTION 3005 – CONVEYING SYSTEMS <\/td>\n<\/tr>\n
997<\/td>\nSECTION 3006 – MACHINE ROOMS <\/td>\n<\/tr>\n
999<\/td>\nCHAPTER 31 – SPECIAL CONSTRUCTION
SECTION 3101 – GENERAL
SECTION 3102 – MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
1000<\/td>\nSECTION 3103 – TEMPORARY STRUCTURES
SECTION 3104 – PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
1001<\/td>\nSECTION 3105 – AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
1002<\/td>\nSECTION 3106 – MARQUEES
SECTION 3107 – SIGNS
SECTION 3108 – RADIO AND TELEVISION TOWERS
SECTION 3109 – SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
1005<\/td>\nCHAPTER 32 – ENCROACHMENTS TO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 – GENERAL
SECTION 3202 – ENCROACHMENTS <\/td>\n<\/tr>\n
1007<\/td>\nCHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION
SECTION 3301 – GENERAL
SECTION 3302 – CONSTRUCTION SAFEGUARDS
SECTION 3303 – DEMOLITION
SECTION 3304 – SITE WORK
SECTION 3305 – SANITARY <\/td>\n<\/tr>\n
1008<\/td>\nSECTION 3306 – PROTECTION OF PEDESTRIANS
TABLE 3306.1 – PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
1009<\/td>\nSECTION 3307 – PROTECTION OF ADJOINING PROPERTY
SECTION 3308 – TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 – FIRE EXTINGUISHERS
SECTION 3310 – EXITS
[F] SECTION 3311 – STANDPIPES <\/td>\n<\/tr>\n
1010<\/td>\nSECTION 3312 – AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
1011<\/td>\nCHAPTER 34 – EXISTING STRUCTURES
SECTION 3401 – GENERAL
SECTION 3402 – DEFINITIONS
SECTION 3403 – ADDITIONS, ALTERATIONS OR REPAIRS <\/td>\n<\/tr>\n
1012<\/td>\nSECTION 3404 – FIRE ESCAPES <\/td>\n<\/tr>\n
1015<\/td>\nSECTION 3405 – GLASS REPLACEMENT
SECTION 3406 – CHANGE OF OCCUPANCY
SECTION 3407 – HISTORIC BUILDINGS
SECTION 3408 – MOVED STRUCTURES
SECTION 3409 – ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
1016<\/td>\nTABLE 3409.8.5 – RAMPS <\/td>\n<\/tr>\n
1017<\/td>\n[EB] SECTION 3410 – COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
1018<\/td>\nEQUATION 34-1 <\/td>\n<\/tr>\n
1019<\/td>\nEQUATION 34-2
EQUATION 34-3
TABLE 3410.6.3 – COMPARTMENTATION VALUES
TABLE 3410.6.4 – SEPARATION VALUES <\/td>\n<\/tr>\n
1020<\/td>\nTABLE 3410.6.5 – CORRIDOR WALL VALUES
EQUATION 34-4
TABLE 3410.6.6(1) – VERTICAL OPENING PROTECTION VALUE
TABLE 3410.6.6(2) – CONSTRUCTION-TYPE FACTOR <\/td>\n<\/tr>\n
1021<\/td>\nTABLE 3410.6.8 – AUTOMATIC FIRE DETECTION VALUES
TABLE 3410.6.9 – FIRE ALARM SYSTEM VALUES
TABLE 3410.6.10 – SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
1022<\/td>\nTABLE 3410.6.11 – MEANS OF EGRESS VALUES
TABLE 3410.6.12 – DEAD-END VALUES <\/td>\n<\/tr>\n
1023<\/td>\nTABLE 3410.6.14 – ELEVATOR CONTROL VALUES
TABLE 3410.6.15 – MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 3410.6.16 MIXED OCCUPANCY VALUESa
TABLE 3410.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
1024<\/td>\nTABLE 3410.6.18 – INCINDENTAL USE AREA VALUES a
TABLE 3410.8 – MANDATORY SAFETY SCORES a <\/td>\n<\/tr>\n
1025<\/td>\nTABLE 3410.7 – SUMMARY SHEET – BUILDING CODE
TABLE 3410.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
1027<\/td>\nCHAPTER 35 – REFERENCED STANDARDS
AA
AAMA
ACI <\/td>\n<\/tr>\n
1028<\/td>\nAF&PA
AHA
AISC
AISI <\/td>\n<\/tr>\n
1029<\/td>\nAITC
ALI
ANSI <\/td>\n<\/tr>\n
1030<\/td>\nAPA
ASAE
ASCE\/SEI <\/td>\n<\/tr>\n
1031<\/td>\nASME
ASTM <\/td>\n<\/tr>\n
1037<\/td>\nAWCI
AWPA
AWS <\/td>\n<\/tr>\n
1038<\/td>\nBHMA
CGSB
CSA
CPSC
CSSB <\/td>\n<\/tr>\n
1039<\/td>\nDASMA
DOC
DOL
DOTn
FEMA <\/td>\n<\/tr>\n
1040<\/td>\nFM
GA
HPVA
ICC <\/td>\n<\/tr>\n
1041<\/td>\nISO
NAAMM
NCMA
NFPA <\/td>\n<\/tr>\n
1042<\/td>\nPCI <\/td>\n<\/tr>\n
1043<\/td>\nPTI
RMI
SJI
SPRI
TIA
TMS <\/td>\n<\/tr>\n
1044<\/td>\nTPI
UL <\/td>\n<\/tr>\n
1045<\/td>\nULC
USC
WDMA
WRI <\/td>\n<\/tr>\n
1047<\/td>\nAPPENDIX A – EMPLOYEE QUALIFICATIONS – DELETED
APPENDIX B – DELETED
APPENDIX C – DELETED <\/td>\n<\/tr>\n
1049<\/td>\nAPPENDIX D FIRE DISTRICTS
SECTION D101 GENERAL
SECTION D102 BUILDING RESTRICTIONS <\/td>\n<\/tr>\n
1050<\/td>\nSECTION D103 CHANGES TO BUILDINGS
SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT
SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT <\/td>\n<\/tr>\n
1051<\/td>\nSECTION D106 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1053<\/td>\nAPPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
SECTION E101 GENERAL
SECTION E102 DEFINITIONS
SECTION E103 ACCESSIBLE ROUTE
SECTION E104 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
1054<\/td>\nTABLE E104.3.1 DWELLING OR SLEEPING UNITS WITH ACCESSIBLE COMMUNICATION FEATURES
SECTION E105 OTHER FEATURES AND FACILITIES
SECTION E106 TELEPHONES <\/td>\n<\/tr>\n
1055<\/td>\nTABLE E106.2 WHEELCHAIR-ACCESSIBLE TELEPHONES
SECTION E107 SIGNAGE <\/td>\n<\/tr>\n
1056<\/td>\nSECTION E108 BUS STOPS
SECTION E109 TRANSPORTATION FACILITIES AND STATIONS <\/td>\n<\/tr>\n
1057<\/td>\nSECTION E110 AIRPORTS
SECTION E111 REFERENCED STANDARDS <\/td>\n<\/tr>\n
1059<\/td>\nAPPENDIX F – RODENTPROOFING – DELETED
APPENDIX G – DELETED
APPENDIX H – DELETED
APPENDIX I – DELETED
APPENDIX J – DELETED
APPENDIX K – DELETED <\/td>\n<\/tr>\n
1061<\/td>\nAPPENDIX L ALTERNATE SEISMIC DESIGN REQUIREMENTS FOR CATEGORY I AND II BUILDINGS
SECTION L101
SECTION L102
SECTION L103 <\/td>\n<\/tr>\n
1063<\/td>\nINDEX <\/td>\n<\/tr>\n
1091<\/td>\nMORE IBC REFERENCES FROM ICC <\/td>\n<\/tr>\n
1092<\/td>\nICC MEMBERSHIP INFORMATION <\/td>\n<\/tr>\n
1093<\/td>\n2007 Arkansas Fire Prevention Code, Volume III: Residential
2007 EDITION ARKANSAS FIRE PREVENTION CODE VOLUME III RESIDENTIAL <\/td>\n<\/tr>\n
1094<\/td>\nARKANSAS FIRE PREVENTION CODE 2007 EDITION VOLUME III BASED ON THE 2006 INTERNATIONAL RESIDENTIAL CODE TITLE PAGE <\/td>\n<\/tr>\n
1095<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
1096<\/td>\nTO THE PEOPLE OF THE STATE OF ARKANSAS <\/td>\n<\/tr>\n
1098<\/td>\nFORWORD <\/td>\n<\/tr>\n
1100<\/td>\nSTATE OF ARKANSAS ARKANSAS FIRE PREVENTION CODE RULES 2007 EDITION DEFINITIONS <\/td>\n<\/tr>\n
1102<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
1106<\/td>\nPART I – ADMINISTRATIVE
CHAPTER 1 – ADMINISTRATION
SECTION R101 – TITLE, SCOPE AND PURPOSE
SECTION R102 – APPLICABILITY
SECTION R103 – DEPARTMENT OF BUILDING SAFETY
SECTION R104 – DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n
1108<\/td>\nSECTION R105 – PERMITS <\/td>\n<\/tr>\n
1109<\/td>\nSECTION R106 – CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
1110<\/td>\nSECTION R107 – TEMPORARY STRUCTURES AND USES
SECTION R108 – FEES <\/td>\n<\/tr>\n
1111<\/td>\nSECTION R109 – INSPECTIONS
SECTION R110 – CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
1112<\/td>\nSECTION R111 – SERVICE UTILITIES
SECTION R112 – BOARD OF APPEALS <\/td>\n<\/tr>\n
1113<\/td>\nSECTION R113 – VIOLATIONS
SECTION R114 – STOP WORK ORDER <\/td>\n<\/tr>\n
1114<\/td>\nPART II – DEFINITIONS
CHAPTER 2 – DEFINITIONS
SECTION R201 – GENERAL
SECTION R202 – DEFINITIONS <\/td>\n<\/tr>\n
1128<\/td>\nPART III – BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 – BUILDING PLANNING
SECTION R301 – DESIGN CRITERIA <\/td>\n<\/tr>\n
1129<\/td>\nTABLE R301.2(1) – CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
1130<\/td>\nTABLE R301.2(2) – COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) <\/td>\n<\/tr>\n
1131<\/td>\nTABLE R301.2(3) – HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
FIGURE R301.2(1) – ISILINES OF THE 971\/2 PERCENT WINTER (DECEMBER. JANUARY AND FEBRUARY) DESIGN TEMPERATURES (oF)F <\/td>\n<\/tr>\n
1132<\/td>\nFIGURE R301.2(2) – SEISMIC DESIGN CATEGORIES – SITE CLASS D <\/td>\n<\/tr>\n
1137<\/td>\nFIGURE R301.2(3) – WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
1138<\/td>\nFIGURE R301.2(4) – BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
1143<\/td>\nFIGURE R301.2(5) – GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
1145<\/td>\nFIGURE R301.2(6) – TERMITE INFESTATON PROBABILITY MAP <\/td>\n<\/tr>\n
1146<\/td>\nFIGURE R301.2(7) – COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
1147<\/td>\nTABLE R301.2.1.2 – WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d
TABLE R301.2.1.3 – EQUIVALENT BASIC WIND SPEEDS a <\/td>\n<\/tr>\n
1148<\/td>\nTABLE R301.2.2.1.1 – SEISMIC DESIGN CATEGORY DETERMINATION
TABLE R301.2.2.2.1 – WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOAD a <\/td>\n<\/tr>\n
1151<\/td>\nTABLE 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
TABLE R301.7 – ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a,b,c <\/td>\n<\/tr>\n
1152<\/td>\nSECTION R302 – EXTERIOR WALL LOCATION
TABLE R302.1 – EXTERIOR WALLS
SECTION R303 – LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
1153<\/td>\nSECTION R304 – MINIMUM ROOM AREAS
SECTION R305 – CEILING HEIGHT <\/td>\n<\/tr>\n
1154<\/td>\nSECTION R306 – SANITATION
SECTION R307 – TOILET, BATH AND SHOWER SPACES
FIGURE R307.1 – MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
1155<\/td>\nSECTION R308 – GLAZING
TABLE R308.3 – MINIMUM CATEGORY CLASSIFICATION OF GLAZING <\/td>\n<\/tr>\n
1157<\/td>\nSECTION R309 – GARAGES AND CARPORTS
SECTION R310 – EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
1158<\/td>\nSECTION R311 – MEANS OF EGRESS <\/td>\n<\/tr>\n
1160<\/td>\nSECTION R312 – GUARDS
SECTION R313 – SMOKE ALARMS <\/td>\n<\/tr>\n
1161<\/td>\nSECTION R314 – FOAM PLASTIC <\/td>\n<\/tr>\n
1163<\/td>\nSECTION R315 – FLAME SPREAD AND SMOKE DENSITY
SECTION R316 – INSULATION
SECTION R317 – DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
1165<\/td>\nSECTION R318 – MOISTURE VAPOR RETARDERS
SECTION R319 – PROTECTION AGAINST DECAY <\/td>\n<\/tr>\n
1166<\/td>\nSECTION R320 – PROTECTION AGAINST SUBTERRANEAN TERMITES <\/td>\n<\/tr>\n
1167<\/td>\nSECTION R321 – SITE ADDRESS
SECTION R322 – ACCESSIBILITY
SECTION R323 – ELEVATORS AND PLATFORM LIFTS
SECTION R324 – FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
1172<\/td>\nCHAPTER 4 – FOUNDATIONS
SECTION R401 – GENERAL
TABLE R401.4.1 – PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS a
SECTION R402 – MATERIALS <\/td>\n<\/tr>\n
1173<\/td>\nTABLE R402.2 – MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 – FOOTINGS
TABLE R403.1 – MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (inches)a <\/td>\n<\/tr>\n
1174<\/td>\nFIGURE R403.1(1) – CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
1175<\/td>\nFIGURE R403.1(2) – PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
1176<\/td>\nFIGURE R403.1(3) – PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
1178<\/td>\nFIGURE R403.1.7.1 – FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
1179<\/td>\nTABLE R403.3 – MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
FIGURE R403.3(1) – INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
1180<\/td>\nFIGURE R403.3(2) – AIR-FREEZING INDEX – AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
1181<\/td>\nFIGURE R403.3(3) – INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
1182<\/td>\nFIGURE R403.3(4) – INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE <\/td>\n<\/tr>\n
1183<\/td>\nSECTION R404 – FOUNDATION AND RETAINING WALLS
TABLE R404.1(1) – TOP REACTIONS AND PRESCRIPTIVE SUPPORT FOR FOUNDATION WALLS a <\/td>\n<\/tr>\n
1184<\/td>\nTABLE R404.1(2) – MAXIMUM PLATE ANCHOR-BOLT SPACING FOR SUPPORTED FOUNDATION WALL a <\/td>\n<\/tr>\n
1185<\/td>\nTABLE R404.1(3) – MAXIMUM ASPECT RATIO, L\/W FOR UNBALANCED FOUNDATIONS <\/td>\n<\/tr>\n
1186<\/td>\nTABLE R404.1.1(1) – PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
1187<\/td>\nTABLE R404.1.1(2) – 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES a <\/td>\n<\/tr>\n
1188<\/td>\nTABLE R404.1.1(3) – 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES a <\/td>\n<\/tr>\n
1189<\/td>\nTABLE R404.1.1(4) – 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES a <\/td>\n<\/tr>\n
1190<\/td>\nTABLE R404.1.1(5) – CONCRETE FOUNDATION WALLS h,i,j,k <\/td>\n<\/tr>\n
1192<\/td>\nFIGURE R404.1.5(1) – FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
1193<\/td>\nTABLE R404.2.3 – PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION
SECTION R405 – FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
1194<\/td>\nTABLE R404.4(1) – 5.5 – INCH THICK FLAT ICF FOUNDATION WALLS a,b,c,d <\/td>\n<\/tr>\n
1195<\/td>\nTABLE R404.4(2) – 7.5 – INCH-THICK FLAT ICF FOUNDATION WALLS a,b,c,d,e
SECTION R406 – FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
1196<\/td>\nTABLE R404.4(3) – 9.5 – INCH-THICK FLAT ICF FOUNDATION WALLS a,b,c,d,e <\/td>\n<\/tr>\n
1197<\/td>\nTABLE R404.4(4) – WAFFLE GRID ICF FOUNDATION WALLS a,b,c,d,e <\/td>\n<\/tr>\n
1198<\/td>\nTABLE R404.4(5) – SCREEN-GRID ICF FOUNDATION WALLS a,b,c,d,e
SECTION R407 – COLUMNS
SECTION R408 – UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
1199<\/td>\nTABLE R405.1 – PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
1202<\/td>\nCHAPTER 5 – FLOORS
SECTION R501 – GENERAL
SECTION R502 – WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
1203<\/td>\nFIGURE R502.2 – FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
1204<\/td>\nTABLE R502.3.1(1) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psef, L\/\u00ce\u201d = 360)a <\/td>\n<\/tr>\n
1205<\/td>\nTABLE R502.3.1(2) – FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u00ce\u201d = 360) b <\/td>\n<\/tr>\n
1206<\/td>\nTABLE R502.3.3(1) – CATILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY a,b,c,f,g,h (Floor live load <\/_ 20 psf)
TABLE R502.3.3(2) – CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY a,b,e,f <\/td>\n<\/tr>\n
1207<\/td>\nTABLE R502.5(1) – GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-fir b and required number of jack studs) <\/td>\n<\/tr>\n
1209<\/td>\nTABLE R502.5(2) – GIRDER SPANS a AND HEADER SPANS a FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-fir b and required number of jack studs) <\/td>\n<\/tr>\n
1210<\/td>\nFIGURE R502.8 – CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
1211<\/td>\nSECTION R503 – FLOOR SHEATHING
TABLE R503.1 – MINIIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
1212<\/td>\nTABLE R503.2.1.1(1) – ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT a,b,c <\/td>\n<\/tr>\n
1213<\/td>\nTABLE R503.2.1.1(2) – ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT a
SECTION R504 – PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
SECTION R505 – STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
1214<\/td>\nTABLE R505.2(1) – COLD-FORMED STEEL JOIST SIZES
TABLE R505.2(2) – MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS <\/td>\n<\/tr>\n
1215<\/td>\nFIGURE R505.2(3) – FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
1216<\/td>\nTABLE R505.2.4 – SCREW SUBSTITUTION FACTOR
FIGURE R505.3 – STEEL FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
1218<\/td>\nTABLE R505.3.1(1) – FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS a,b
TABLE R505.3.1(2) – FASTENING SCHEDULE a <\/td>\n<\/tr>\n
1219<\/td>\nFIGURE R505.3.1(1) – FLOOR TO LOAD-BEARING WALL STUD CONNECTION
FIGURE R505.3.1(2) – FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
1220<\/td>\nFIGURE R505.3.1(3) – FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) – FLOOR CANTILEVER TO LOAD-BEARING WALL CONNECTION <\/td>\n<\/tr>\n
1221<\/td>\nFIGURE R505.3.1(5) – FLOOR CANTILEVER TO WOOD SILL CONNECTION
FIGURE R505.3.1(6) – FLOOR CANTILEVER TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
1222<\/td>\nFIGURE R505.3.1(7) – CONTINUOUS JOIST SPAN SUPPORTED ON STUD
FIGURE R505.3.1(8) – LAPPED JOISTS SUPPORTED ON STUD <\/td>\n<\/tr>\n
1223<\/td>\nTABLE R505.3.2(1) – ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS – SINGLE SPANS a,b 33 ksi STEEL
FIGURE R505.3.4 – BEARING STIFFENER <\/td>\n<\/tr>\n
1224<\/td>\nTABLE R505.3.2(2) – ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS – MULTIPLE SPANS a,b 22 ksi STEEL
FIGURE R505.3.6 – HOLE PATCH <\/td>\n<\/tr>\n
1225<\/td>\nTABLE R505.3.2(3) – ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS – MULTIPLE SPANS a,b, 50 ksi STEEL
FIGURE R505.3.8 – TRACK SPLICE <\/td>\n<\/tr>\n
1226<\/td>\nSECTION R506 – CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
1228<\/td>\nCHAPTER 6 – WALL CONSTRUCTION
SECTION R601 – GENERAL
SECTION R602 – WOOD WALL FRAMING <\/td>\n<\/tr>\n
1229<\/td>\nTABLE R602.3(1) – FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
1231<\/td>\nTABLE R602.3(2) -ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
1232<\/td>\nTABLE R602.3(3) – WOOD STRUCTURAL PANEL WALL SHEATHING
TABLE R602.3(4) – ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING a
TABLE R602.3(5) – SIZE, HEIGHT AND SPACING OF WOOD STUDS a <\/td>\n<\/tr>\n
1233<\/td>\nFIGURE R602.3(1) – TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
1234<\/td>\nFIGURE R602.3(2) – FRAMING DETAILS <\/td>\n<\/tr>\n
1235<\/td>\nTABLE R602.3.1 – MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A,B,C and Do, D1 and D2 b,c <\/td>\n<\/tr>\n
1237<\/td>\nFIGURE R602.6(1) – NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
1238<\/td>\nFIGURE R602.6(2) – NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
1239<\/td>\nFIGURE R602.6.1 – TOP PLATE FRAMING TO ACCOMODATE PIPING <\/td>\n<\/tr>\n
1240<\/td>\nTABLE R602.7.2 – MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS a
FIGURE R602.7.2 — TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
1242<\/td>\nTABLE R602.10.1 – WALL BRACING <\/td>\n<\/tr>\n
1243<\/td>\nTABLE R602.10.5 – LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALL a,b,c <\/td>\n<\/tr>\n
1244<\/td>\nFIGURE R602.10.5 – TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD-TO-STUD NAILING <\/td>\n<\/tr>\n
1245<\/td>\nTABLE R602.10.6 – MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS
FIGURE R602.10.6.2 – ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
1247<\/td>\nFIGURE R602.11.3 – STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
1248<\/td>\nSECTION R603 – STEEL WALL FRAMING
TABLE R603.2(1) – LOAD-BEARING COLD-FORMED STEEL STUD SIZES
TABLE R603.2(2) – MINIMUM THICKNESS OF COLD-FORMED STEEL STUDS <\/td>\n<\/tr>\n
1249<\/td>\nFIGURE R603.2(1) – C-SECTION
FIGURE R603.2(2) – TRACK SECTION
FIGURE R603.2(3) – WEB HOLES <\/td>\n<\/tr>\n
1250<\/td>\nTABLE R603.2.4 – SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
1251<\/td>\nFIGURE R603.3 – STEEL WALL CONSTRUCTION
TABLE R603.3.1 – WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
1252<\/td>\nFIGURE R603.3.1(1) – WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(2) – WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
1253<\/td>\nTABLE R603.3.2(1) – WALL FASTENING SCHEDULE a
FIGURE R603.3.5 – HOLE PATCH <\/td>\n<\/tr>\n
1254<\/td>\nFIGURE R603.3.6 – TRACK SPLICE
FIGURE R603.4 – CORNER FRAMING <\/td>\n<\/tr>\n
1255<\/td>\nTABLE R603.3.2(2) – 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1256<\/td>\nTABLE R603.3.2(3) – 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
1257<\/td>\nTABLE R603.3.2(4) – 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY 33 ksi STEEL <\/td>\n<\/tr>\n
1258<\/td>\nTABLE R603.3.2(5) – 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
1259<\/td>\nTABLE R603.3.2(6) – 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1260<\/td>\nTABLE R603.3.2(7) – 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 50ksi STEEL <\/td>\n<\/tr>\n
1261<\/td>\nTABLE R603.3.2(8) – 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c – 33 ksi STEEL <\/td>\n<\/tr>\n
1262<\/td>\nTABLE R603.3.2(9) – 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
1263<\/td>\nTABLE R603.3.2(10) – 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1264<\/td>\nTABLE R603.3.2(11) – 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY a,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
1265<\/td>\nTABLE R603.3.2(12) – 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1266<\/td>\nTABLE R603.3.2(13) – 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
1267<\/td>\nTABLE R603.3.2(14) – 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1268<\/td>\nTABLE R603.3.2(15) – 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
1269<\/td>\nTABLE R603.3.2(16) – 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1270<\/td>\nTABLE R603.3.2(17) – 32-FOOT-WIDE BUILDING SUPPORTING FLOOR, ROOF AND CEILING a,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
1271<\/td>\nTABLE R603.3.2(18) – 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1272<\/td>\nTABLE R603.3.2(19) – 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
1273<\/td>\nTABLE R603.3.2(20) – 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1274<\/td>\nTABLE R603.3.2(21) – 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING a,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
1275<\/td>\nTABLE R603.6(1) – BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel) a,b,c <\/td>\n<\/tr>\n
1276<\/td>\nTABLE R603.6(2) – BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only )33 ksi steel) a,b,c <\/td>\n<\/tr>\n
1277<\/td>\nTABLE R603.6(3) – BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel) a,b,c <\/td>\n<\/tr>\n
1278<\/td>\nTABLE R603.6(4) – BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel) a,b,c <\/td>\n<\/tr>\n
1279<\/td>\nTABLE R603.6(5) – BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel) a,b,c <\/td>\n<\/tr>\n
1280<\/td>\nTABLE R603.6(6) – BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel) a,b,c <\/td>\n<\/tr>\n
1281<\/td>\nTABLE R603.6(7) – BACK-TOBACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel) a,b,c <\/td>\n<\/tr>\n
1282<\/td>\nTABLE R603.6(8) – BACK-TOBACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel) a,b,c <\/td>\n<\/tr>\n
1283<\/td>\nTABLE R603.6(9) – TOTAL NUMBER OF JACK STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.6(10) – HEADER TO KING STUD CONNECTION REQUIREMENTS a,b,c,d
TABLE R603.6(11) – HEAD TRACK SPAN (33 ksi Steel) <\/td>\n<\/tr>\n
1284<\/td>\nFIGURE R603.6 – HEADER DETAIL <\/td>\n<\/tr>\n
1285<\/td>\nTABLE R603.7 – MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS a,b,c,d,e
SECTION R604 – WOOD STRUCTURAL PANELS
SECTION R605 – PARTICLEBOARD
SECTION R606 – GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
1286<\/td>\nTABLE R606.5 – ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
1287<\/td>\nTABLE R606.9 – SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
1288<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
1289<\/td>\nFIGURE R606.11(2) – REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
1290<\/td>\nFIGURE R606.11(3) – REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY Do, D1 OR D2 <\/td>\n<\/tr>\n
1292<\/td>\nTABLE R606.12.3.2 – MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY Do OR D1
TABLE R606.12.4.1 – MINIMUM REINFORCING FOR STACKED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.12.4.2 – MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 <\/td>\n<\/tr>\n
1293<\/td>\nTABLE R606.15.1 – MINIMUM CORROSION PROTECTION
SECTION R607 – UNIT MASONRY
SECTION R608 – MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
1294<\/td>\nTABLE R607.1 – MORTAR PROPORTIONS a,b <\/td>\n<\/tr>\n
1295<\/td>\nSECTION R609 – GROUTED MASONRY
TABLE R609.1.1 – GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 – GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
1296<\/td>\nSECTION R610 – GLASS UNIT MASONRY <\/td>\n<\/tr>\n
1297<\/td>\nFIGURE R610.4.1 – GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
1298<\/td>\nSECTION R611 – INSULATING CONCRETE FORM WALL CONSTRUCTION
TABLE R611.2 – REQUIREMENTS FOR ICF WALLS b <\/td>\n<\/tr>\n
1299<\/td>\nFIGURE R611.3 – FLAT ICF WALL SYSTEM
TABLE R611.3(1) – DESIGN WIND PRESSURE FOR USE WITH TABLES R611.3(2), R611.4(1) AND R611.5 FOR ABOVE GROUND WALLS a <\/td>\n<\/tr>\n
1300<\/td>\nTABLE R611.3(2) – MINIMUM VERTICAL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLS a,b,c,d <\/td>\n<\/tr>\n
1301<\/td>\nTABLE R611.4(1) – MINIMUM VERTICAL WALL REINFORCEMENT FOR WAFFLE-GRID ICF ABOVE-GRADE WALLS a,b,c
FIGURE R611.4 – WAFFLE-GRID ICF WALL SYSTEM <\/td>\n<\/tr>\n
1302<\/td>\nTABLE R611.5 – MINIMUM VERTICAL REINFORCEMENT FOR SCREE-GRID ICF ABOVE-GRADE WALLS a,b,c
FIGURE R611.5 – SCREEN-GRID IFC WALL SYSTEM <\/td>\n<\/tr>\n
1304<\/td>\nTABLE R611.7(1) – MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS a
FIGURE R611.7(1) – ICF WALL CONSTRUCTION <\/td>\n<\/tr>\n
1306<\/td>\nTABLE R611.7(2) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS a,b,c,d,f NO. 4 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
1307<\/td>\nTABLE R611.7(3) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS a,b,c,d,f NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
1308<\/td>\nTABLE R611.7(4) – MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELS a,b,c,d,f NO. 4 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
1309<\/td>\nTABLE R611.7(5) – MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELS a,b,c,d,f NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
1310<\/td>\nTABLE R611.7(6) – MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLS a,b,c,d,e,f,g NO. 4 BOTTOM BAR SIZE
TABLE R611.7(7) – MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLS a,b,c,d,e,f,g N0. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
1311<\/td>\nTABLE R611.7(8) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS WITHOUT STIRRUPS IN LOAD-BEARING WALLS a,b,c,d,e,f,g,h (NO. 4 OR NO. 5) BOTTOOM BAR SIZE <\/td>\n<\/tr>\n
1312<\/td>\nTABLE R611.7(9) – MINIMUM BOTTOM BAR ICF LINTEL REINFORCEMENT FOR LARGE CLEAR SPANS IN LOAD-BEARING WALLS a,b,c,d,e,f,h <\/td>\n<\/tr>\n
1313<\/td>\nTABLE R611.7(9A) – MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PERPENDICULAR TO RIDGE) a,b,c <\/td>\n<\/tr>\n
1314<\/td>\nTABLE R611.7(9B) – MINIMUM SOLID SIDEWALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PARALLEL TO RIDGE) a,b,c,d <\/td>\n<\/tr>\n
1315<\/td>\nTABLE R611.7(10) – MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NONLOAD-BEARING WALLS WITHOUT STIRRUPS a,b,c,d NO. 4 BOTTOM BAR <\/td>\n<\/tr>\n
1316<\/td>\nTABLE R611.7(10A) – MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE) a,b,c <\/td>\n<\/tr>\n
1317<\/td>\nTABLE R611.7(10B) – MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR 6-INCH WAFFLE AND SCREEN-GRID ICF WALLS (WIND PARALLEL TO RIDGE) a,b,c,d <\/td>\n<\/tr>\n
1318<\/td>\nTABLE R611.7(11) – MINIMUM PERCENTAGE OF SOLID WALL LENGTH ALONG EXTERIOR WALL LINES FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, d1 and d2 A,B
TABLE R611.7.4 -WIND VELOCITY PRESSURE FOR DETERMINATION OF MINIMUM SOLID WALL LENGTH a <\/td>\n<\/tr>\n
1319<\/td>\nFIGURE R611.7(2) – REINFORCEMENT OF OPENINGS
FIGURE R611.7(3) – ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
1320<\/td>\nFIGURE R611.7(4) – SINGLE FORM HEIGHT WAFFLE-GRID LINTEL
FIGURE R611.7(5) – DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL <\/td>\n<\/tr>\n
1321<\/td>\nFIGURE R611.7(6) – SINGLE FORM HEIGHT SCREEN-GRID LINTEL
FIGURE R611.7(7) – DOUBLE FORM HEIGHT SCREEN-GRID LINTEL <\/td>\n<\/tr>\n
1322<\/td>\nFIGURE R611.7.1.4 – LAP SPLICES <\/td>\n<\/tr>\n
1323<\/td>\nFIGURE R611.7.4 – MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
1324<\/td>\nTABLE R611.8(1) – FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTS a,b,c <\/td>\n<\/tr>\n
1325<\/td>\nTABLE R611.8(2) – DESIGN VALUES (PLF) FOR FLOOR JOIST-TO-WALL ANCHORS REQUIRED FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES Do, D1 AND D2 a,b
FIGURE R611.8(1) – SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL <\/td>\n<\/tr>\n
1326<\/td>\nFIGURE R611.8(2) – FLOOR LEDGER – ICF WALL CONNECTION (SIDE-BEARING CONNECTION)
FIGURE R611.8(3) – FLOOR LEDGER – ICF WALL CONNECTION (LEDGE-BEARING CONNECTION) <\/td>\n<\/tr>\n
1327<\/td>\nFIGURE R611.8(4) – WOOD FLOOR LEDGER – ICF WALL SYSTEM CONNECTION (THROUGH-BOLT SIDE-BEARING CONNECTION)
FIGURE R611.8(5) – FLOOR LEDGER-ICF WALL CONNECTION <\/td>\n<\/tr>\n
1328<\/td>\nFIGURE R611.8(6) – ANCHORAGE REQUIREMENTS FOR TOP BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES Do, D1 AND D2 FOR FLOOR FRAMING PARALLEL TO WALL
FIGURE R611.8(7) – ANCHORAGE REQUIREMENTS FOR LEDGER BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES Do, D1 AND D2 FOR FLOOR FRAMING PARALLEL TO WALL <\/td>\n<\/tr>\n
1329<\/td>\nTABLE R611.9 – DESIGN TENSILE STRENGTH OF HEADED BOLTS CAST IN CONCRETE
FIGURE R611.9 – ROOF SILL PLATE – ICF WALL CONNECTION
SECTION R612 – CONVENTIONALLY FORMED CONCRETE WALL CONSTRUCTION
SECTION R613 – EXTERIOR WINDOWS AND GLASS DOORS <\/td>\n<\/tr>\n
1330<\/td>\nFIGURE R613.8(1) – THROUGH THE FRAME
FIGURE R613.8(2) – FRAME CLIP <\/td>\n<\/tr>\n
1331<\/td>\nFIGURE R613.8(3) – THROUGH THE FRAME
FIGURE R613.8(4) – FRAME CLIP
FIGURE R613.8(5) – THROUGH THE FLANGE
FIGURE R613.8(6) – THROUGH THE FRAME <\/td>\n<\/tr>\n
1332<\/td>\nFIGURE R613.8(7) – FRAME CLIP
FIGURE R613.8(8) – THROUGH THE FLANGE <\/td>\n<\/tr>\n
1334<\/td>\nCHAPTER 7 – WALL COVERING
SECTION R701 – GENERAL
SECTION R702 – INTERIOR COVERING
TABLE R702.1(1) – THICKNESS OF PLASTER
TABLE R702.1(2) – GYPSUM PLASTER PROPORTIONS <\/td>\n<\/tr>\n
1335<\/td>\nTABLE R702.1(3) – PORTLAND CEMENT PLASTER <\/td>\n<\/tr>\n
1336<\/td>\nTABLE R702.3.5 – MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
1337<\/td>\nTABLE R702.3.7 – SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 – EXTERIOR COVERING <\/td>\n<\/tr>\n
1339<\/td>\nTABLE R703.4 – WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
1340<\/td>\nTABLE R703.5.2 – MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON ESTERIOR WALLS a,b,c (Dimensions are in inches) <\/td>\n<\/tr>\n
1341<\/td>\nFIGURE R703.7 – MASONRY VENEER DETAILS <\/td>\n<\/tr>\n
1343<\/td>\nTABLE R703.7(1) – STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A,B AND C <\/td>\n<\/tr>\n
1344<\/td>\nTABLE R703.7(2) – STONE OR MASONRY VENEER LIMITAIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES Do, D1 AND D2 <\/td>\n<\/tr>\n
1345<\/td>\nFIGURE R703.7(1) – HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS WHEN USING STONE OR MASONRY VENEER
FIGURE R703.7.2.1 – EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
1346<\/td>\nFIGURE R703.7.2.2 – EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
1347<\/td>\nTABLE R703.7.3 – ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER a,b,c <\/td>\n<\/tr>\n
1348<\/td>\nCHAPTER 8 – ROOF-CEILING CONSTRUCTION
SECTION R801 – GENERAL
SECTION R802 – WOOD ROOF FRAMING <\/td>\n<\/tr>\n
1351<\/td>\nTABLE R802.4(1) – CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1353<\/td>\nTABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1355<\/td>\nTABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1357<\/td>\nTABLE R802.5.1(2) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1359<\/td>\nTABLE R802.5.1(3) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1361<\/td>\nTABLE R802.5.1(4) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1363<\/td>\nTABLE R802.5.1(5) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1365<\/td>\nTABLE R802.5.1(6) – RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1367<\/td>\nTABLE R802.5.1(7) – RAFTER SPANS FOR COMMON LUMBER 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\u00ce\u201d = 180) <\/td>\n<\/tr>\n
1369<\/td>\nTABLE R802.5.1(8) – RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\u00ce\u201d = 240) <\/td>\n<\/tr>\n
1371<\/td>\nTABLE R802.5.1(9) – RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS a,b,c,d,e,f,g <\/td>\n<\/tr>\n
1372<\/td>\nFIGURE R802.5.1 – BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
1373<\/td>\nTABLE R802.11 – REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCES a,b,c,e,f (Pounds per connection)
SECTION R803 – ROOF SHEATHING
TABLE R803.1 – MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 – STEEL ROOF FRAMING <\/td>\n<\/tr>\n
1374<\/td>\nTABLE R804.2(1) – LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES
TABLE R804.2(2) – MINIIMUM THICKNESS OF COLD-FORMED STEEL ROOF FRAMING MEMBERS <\/td>\n<\/tr>\n
1375<\/td>\nFIGURE R804.2(1) C-SECTION
FIGURE R804.2(2) TRACK SECTION
FIGURE R804.2(3) – WEB HOLES
TABLE R804.2.4 – SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
1376<\/td>\nTABLE R804.3 – ROOF FRAMING FASTENING SCHEDULE a,b
FIGURE R804.3 – STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
1377<\/td>\nTABLE R804.3.1(1) – CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NOT ATTIC STORAGE) a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1378<\/td>\nTABLE R804.3.1(2) – CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NOT ATTIC STORAGE) a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1379<\/td>\nTABLE R804.3.1(3) – CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1380<\/td>\nTABLE R804.3.1(4) – CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
1381<\/td>\nTABLE R804.3.1(5) – CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NOT ATTIC STORAGE) a,b 33 ksi STEEL <\/td>\n<\/tr>\n
1382<\/td>\nTABLE R804.3.1(6) – CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE) a,b 33 ksi STEEL <\/td>\n<\/tr>\n
1383<\/td>\nTABLE R804.3.1(7) – CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE) a,b 33 ksi STEEL <\/td>\n<\/tr>\n
1384<\/td>\nTABLE R804.3.1(8) – CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 bl per sq ft LIVE LOAD (LIMTED ATTIC STORAGE) a,b 33 ksi STEEL <\/td>\n<\/tr>\n
1385<\/td>\nFIGURE R804.3.1(1) – JOIST TO RAFTER CONNECTION
TABLE R804.3.1 – NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTION a <\/td>\n<\/tr>\n
1387<\/td>\nTABLE R804.3.3(1) – ALLOWABLE HORIZONTAL RAFTER SPANS a,b,c 33 ksi STEEL
TABLE R804.3.3(2) – BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION <\/td>\n<\/tr>\n
1388<\/td>\nTABLE R804.3.3.1 – NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE MEMBER CONNECTION a
FIGURE R804.3.3.1 – RIDGE BOARD CONNECTION
FIGURE R804.3.6 – HOLE PATCHING <\/td>\n<\/tr>\n
1389<\/td>\nFIGURE R804.3.7(1) – SPLICED CEILING JOISTS
FIGURE R804.3.7(2) – TRACK SPLICE <\/td>\n<\/tr>\n
1390<\/td>\nFIGURE R804.3.8 – BEARING STIFFENER
FIGURE R804.3.10(1) – ROOF OPENING <\/td>\n<\/tr>\n
1391<\/td>\nFIGURE R804.3.10(2) – HEADER TO TRIMMER CONNECTION
SECTION R805 – CEILING FINISHES
SECTION R806 – ROOF VENTILATION <\/td>\n<\/tr>\n
1392<\/td>\nSECTION R807 – ATTIC ACCESS
SECTION R808 – INSULATION CLEARANCE <\/td>\n<\/tr>\n
1394<\/td>\nCHAPTER 9 – ROOF ASSEMBLIES
SECTION R901 – GENERAL
SECTION R902 – ROOF CLASSIFICATION
SECTION R903 – WEATHER PROTECTION
SECTION R904 – MATERIALS <\/td>\n<\/tr>\n
1395<\/td>\nFIGURE R903.5 – HAIL EXPOSURE MAP <\/td>\n<\/tr>\n
1396<\/td>\nSECTION R905 – REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
1397<\/td>\nTABLE R905.2.8.2 – VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
1398<\/td>\nTABLE R905.3.7 – CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
1399<\/td>\nTABLE R905.6.5 – SLATE SHINGLE HEADLAP
TABLE R905.7.4 – WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
1400<\/td>\nTABLE R905.7.5 – WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.8.5 – WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
1401<\/td>\nTABLE R905.8.6 – WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
1402<\/td>\nTABLE R905.9.2 – BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(1) – METAL ROOF COVERINGS STANDARDS <\/td>\n<\/tr>\n
1403<\/td>\nTABLE R905.10.3(2) – MINIMUM CORROSION RESISTANCE
TABLE R905.11.2 – MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
SECTION R906 – ROOF INSULATION
TABLE R906.2 – MATERIAL STANDARDS FOR ROOF INSULATION <\/td>\n<\/tr>\n
1404<\/td>\nSECTION R907 – REROOFING <\/td>\n<\/tr>\n
1406<\/td>\nCHAPTER 10 – CHIMNEYS AND FIREPLACES
SECTION R1001 – MASONRY FIREPLACES <\/td>\n<\/tr>\n
1407<\/td>\nTABLE R1001.1 – SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
1408<\/td>\nFIGURE R1001.1 – FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
1409<\/td>\nFIGURE R1001.11 – CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
1410<\/td>\nSECTION R1002 – MASONRY HEATERS
SECTION R1003 – MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1412<\/td>\nTABLE R1003.14(1) – NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES a
TABLE R1003.14(2) – NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
1413<\/td>\nFIGURE R1003.15.2 – FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
1414<\/td>\nFIGURE R1003.18 – CLEARANCE FROM COMBUSTIBLES
TABLE R1003.20 – CRICKET DIMENSIONS
SECTION R1004 – FACTORY-BUILT FIREPLACES
SECTION R1005 – FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
1415<\/td>\nFIGURE R1003.20 – CHIMNEY CRICKET
SECTION R1006 – EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
1416<\/td>\nPART IV – DELETED
CHAPTER 11 – DELETED <\/td>\n<\/tr>\n
1418<\/td>\nPART V – DELETED
CHAPTER 12 – DELETED
CHAPTER 13 – DELETED
CHAPTER 14 – DELETED
CHAPTER 15 – DELETED
CHAPTER 16 – DELETED
CHAPTER 17 – DELETED
CHAPTER 18 – DELETED
CHAPTER 19 – DELETED
CHAPTER 20 – DELETED
CHAPTER 21 – DELETED
CHAPTER 22 – DELETED
CHAPTER 23 – DELETED <\/td>\n<\/tr>\n
1420<\/td>\nPART VI – DELETED
CHAPTER 24 – DELETED <\/td>\n<\/tr>\n
1422<\/td>\nPART VII – DELETED
CHAPTER 25 – DELETED
CHAPTER 26 – DELETED
CHAPTER 27 – DELETED
CHAPTER 28 – DELETED
CHAPTER 29 – DELETED
CHAPTER 30 – DELETED
CHAPTER 31 -DELETED
CHAPTER 32 – DELETED <\/td>\n<\/tr>\n
1424<\/td>\nPART VIII – DELETED
CHAPTER 33 – DELETED
CHAPTER 34 – DELETED
CHAPTER 35 – DELETED
CHAPTER 36 – DELETED
CHAPTER 37 -DELETED
CHAPTER 38 – DELETED
CHAPTER 39 – DELETED
CHAPTER 40 – DELETED
CHAPTER 41 – DELETED
CHAPTER 42 – DELETED <\/td>\n<\/tr>\n
1426<\/td>\nPART IX – REFERENCED STANDARDS
CHAPTER 43 – REFERENCED STANDARDS
AAMA
ACI
ACCA
AFPA <\/td>\n<\/tr>\n
1427<\/td>\nAHA
AISI
AITC
ANSI <\/td>\n<\/tr>\n
1428<\/td>\nAPA
ASCE <\/td>\n<\/tr>\n
1429<\/td>\nASHRAE
ASME <\/td>\n<\/tr>\n
1430<\/td>\nASSE
ASTM <\/td>\n<\/tr>\n
1437<\/td>\nAWS
AWPA
AWWA
CGSB <\/td>\n<\/tr>\n
1438<\/td>\nCISPI
CPSC
CSA <\/td>\n<\/tr>\n
1439<\/td>\nCSSB
DASMA
DOC <\/td>\n<\/tr>\n
1440<\/td>\nDOTn
FEMA
FM
GA
HPVA
ICC <\/td>\n<\/tr>\n
1441<\/td>\nISO
MSS
NAIMA
NCMA
NFPA <\/td>\n<\/tr>\n
1442<\/td>\nNFRC
NSF
SAE
SMACNA
TMS
TPI <\/td>\n<\/tr>\n
1443<\/td>\nUL
ULC <\/td>\n<\/tr>\n
1444<\/td>\nWDMA <\/td>\n<\/tr>\n
1446<\/td>\nAPPENDIX A (IFGS) – DELETED
APPENDIX B (IFGS) – DELETED
APPENDIX C (IFGS) – DELETED
APPENDIX D (IFGS) – DELETED
APPENDIX E – DELETED
APPENDIX F – DELETED
APPENDIX G – DELETED
APPENDIX H – DELETED
APPENDIX I – DELETED
[EB] APPENDIX J – DELETED
APPENDIX K – DELETED
APPENDIX L – DELETED
APPENDIX M – DELETED
APPENDIX N – DELETED
APPENDIX O – DELETED
APPENDIX P – DELETED
APPENDIX Q -DELETED <\/td>\n<\/tr>\n
1448<\/td>\nINDEX <\/td>\n<\/tr>\n
1462<\/td>\nMORE IRC\u00ae REFERENCES FROM ICC <\/td>\n<\/tr>\n
1463<\/td>\nICC MEMBERSHIP BENEFITS <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Arkansas Fire Prevention Code Rules – 3 Volumes<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AR<\/b><\/a><\/td>\n2007<\/td>\n1463<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":135929,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2732],"product_tag":[],"class_list":{"0":"post-135926","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-ar","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/135926","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/135929"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=135926"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=135926"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=135926"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}