OR – PDF Standards Store

Oregon StateClimateSummary 2022

Sun, 20 Oct 2024 10:05:23 +0000

Oregon State Climate Summary

Published By	Publication Date	Number of Pages
OR	2022	5

OR FireCode 2022 1stptg

Sun, 20 Oct 2024 05:45:48 +0000

This is a fully integrated custom code based on the 2021 International Fire Code®. Effective Date October 1, 2022

PDF Catalog

PDF Pages	PDF Title
1	2022 OREGON FIRE CODE
2	2022 OREGON FIRE CODE BASED ON THE 2021 INTERNATIONAL FIRE CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
10	ARRANGEMENT AND FORMAT OF THE 2021 IFC
24	TABLE OF CONTENTS
34	PART I—ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—GENERAL PROVISIONS SECTION 101 SCOPE AND GENERAL REQUIREMENTS
35	SECTION 102 APPLICABILITY
36	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF THE FIRE CODE OFFICIAL
39	SECTION 105 PERMITS
42	TABLE 105.5.9 PERMIT AMOUNTS FOR COMPRESSED GASES TABLE 105.5.11 PERMIT AMOUNTS FOR CRYOGENIC FLUIDS
43	TABLE 105.5.22 PERMIT AMOUNTS FOR HAZARDOUS MATERIALS
44	TABLE 105.5.22—continued PERMIT AMOUNTS FOR HAZARDOUS MATERIALS
47	SECTION 106 CONSTRUCTION DOCUMENTS SECTION 107 FEES
48	SECTION 108 INSPECTIONS
49	SECTION 109 MAINTENANCE SECTION 110 SERVICE UTILITIES SECTION 111 MEANS OF APPEALS SECTION 112 VIOLATIONS
50	SECTION 113 STOP WORK ORDER
51	SECTION 114 UNSAFE STRUCTURES OR EQUIPMENT
54	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
94	PART II—GENERAL SAFETY PROVISIONS CHAPTER 3 GENERAL REQUIREMENTS SECTION 301 GENERAL SECTION 302 DEFINITIONS SECTION 303 ASPHALT KETTLES
95	SECTION 304 COMBUSTIBLE WASTE MATERIAL SECTION 305 IGNITION SOURCES
96	SECTION 306 MOTION PICTURE PROJECTION ROOMS AND MOTION PICTURE AND TELEVISION PRODUCTION STUDIO SOUNDSTAGES AND APPROVED PRODUCTION FACILITIES AND FILM SECTION 307 OPEN BURNING, RECREATIONAL FIRES AND PORTABLE OUTDOOR FIREPLACES
97	SECTION 308 OPEN FLAMES
99	SECTION 309 POWERED INDUSTRIAL TRUCKS AND EQUIPMENT SECTION 310 SMOKING SECTION 311 VACANT PREMISES
101	SECTION 312 VEHICLE IMPACT PROTECTION SECTION 313 FUELED EQUIPMENT SECTION 314 INDOOR DISPLAYS SECTION 315 GENERAL STORAGE
103	TABLE 315.7.6(1) SEPARATION DISTANCE BETWEEN WOOD PALLET STACKS AND BUILDINGS TABLE 315.7.6(2) SEPARATION DISTANCE BETWEEN PLASTIC PALLET STACKS AND BUILDINGS TABLE 315.7.6(3) SEPARATION FROM OTHER PALLET PILES AND ON-SITE STORAGE (WOOD PALLETS) TABLE 315.7.6(4) SEPARATION FROM OTHER PALLET PILES AND ON-SITE STORAGE (PLASTIC PALLETS)
104	SECTION 316 HAZARDS TO FIRE FIGHTERS SECTION 317 LANDSCAPED ROOFS
105	SECTION 318 LAUNDRY CARTS SECTION 319 MOBILE FOOD UNITS
109	SECTION 320 ADDITIVE MANUFACTURING (3D PRINTING)
110	SECTION 321 ARTIFICIAL COMBUSTIBLE VEGETATION
112	CHAPTER 4 EMERGENCY PLANNING AND PREPAREDNESS SECTION 401 GENERAL
113	SECTION 402 DEFINITIONS SECTION 403 EMERGENCY PREPAREDNESS REQUIREMENTS
119	SECTION 404 FIRE SAFETY, EVACUATION AND LOCKDOWN PLANS
120	SECTION 405 EMERGENCY EVACUATION DRILLS
121	TABLE 405.3 FIRE AND EVACUATION DRILL FREQUENCY AND PARTICIPATION
122	SECTION 406 EMPLOYEE TRAINING AND RESPONSE PROCEDURES SECTION 407 HAZARD COMMUNICATION
124	PART III—BUILDING AND EQUIPMENT DESIGN FEATURES CHAPTER 5 FIRE SERVICE FEATURES SECTION 501 GENERAL SECTION 502 DEFINITIONS
125	SECTION 503 FIRE APPARATUS ACCESS ROADS
126	SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS SECTION 505 PREMISES IDENTIFICATION SECTION 506 KEY BOXES
127	SECTION 507 FIRE PROTECTION WATER SUPPLIES
128	SECTION 508 FIRE COMMAND CENTER
129	SECTION 509 FIRE PROTECTION AND UTILITY EQUIPMENT IDENTIFICATION AND ACCESS SECTION 510 EMERGENCY RESPONDER COMMUNICATION COVERAGE
134	CHAPTER 6 BUILDING SERVICES AND SYSTEMS SECTION 601 GENERAL SECTION 602 DEFINITIONS SECTION 603 ELECTRICAL EQUIPMENT, WIRING AND HAZARDS
136	SECTION 604 ELEVATOR OPERATION, MAINTENANCE AND FIRE SERVICE KEYS
137	SECTION 605 FUEL-FIRED APPLIANCES
140	SECTION 606 COMMERCIAL COOKING EQUIPMENT AND SYSTEMS
141	TABLE 606.3.3.1 COMMERCIAL COOKING SYSTEM INSPECTION FREQUENCY SECTION 607 COMMERCIAL COOKING OIL STORAGE
142	SECTION 608 MECHANICAL REFRIGERATION
144	[M] TABLE 608.18.2 MINIMUM EXHAUST RATE
145	SECTION 609 HYPERBARIC FACILITIES SECTION 610 CLOTHES DRYER EXHAUST SYSTEMS
146	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS SECTION 703 PENETRATIONS
147	SECTION 704 JOINTS AND VOIDS SECTION 705 DOOR AND WINDOW OPENINGS SECTION 706 DUCT AND AIR TRANSFER OPENINGS
148	SECTION 707 CONCEALED SPACES SECTION 708 SPRAY FIRE-RESISTANT MATERIALS AND INTUMESCENT FIRE-RESISTANT MATERIALS
150	CHAPTER 8 INTERIOR FINISH, DECORATIVE MATERIALS AND FURNISHINGS SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 INTERIOR WALL AND CEILING FINISH IN EXISTING BUILDINGS
151	TABLE 803.3 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
152	SECTION 804 INTERIOR WALL AND CEILING TRIM AND INTERIOR FLOOR FINISH IN NEW AND EXISTING BUILDINGS
153	SECTION 805 UPHOLSTERED FURNITURE AND MATTRESSES IN NEW AND EXISTING BUILDINGS
156	SECTION 806 NATURAL DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS SECTION 807 DECORATIVE MATERIALS AND ARTIFICIAL DECORATIVE VEGETATION IN NEW AND EXISTING BUIL
158	SECTION 808 FURNISHINGS OTHER THAN UPHOLSTERED FURNITURE AND MATTRESSES OR DECORATIVE MATERIALS IN NEW AND EXISTING BUILDINGS
160	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
161	TABLE 901.6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS
163	SECTION 902 DEFINITIONS
164	SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
166	TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
168	TABLE 903.2.11.6 ADDITIONAL REQUIRED FIRE PROTECTION SYSTEMS
169	TABLE 903.2.11.6—continued ADDITIONAL REQUIRED FIRE PROTECTION SYSTEMS
172	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
176	SECTION 905 STANDPIPE SYSTEMS
178	SECTION 906 PORTABLE FIRE EXTINGUISHERS
179	TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS
180	TABLE 906.1-continued ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25 INCH
181	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
191	TABLE 907.5.2.3.2 VISIBLE ALARMS
192	SECTION 908 EMERGENCY ALARM SYSTEMS
193	SECTION 909 SMOKE CONTROL SYSTEMS
194	EQUATION 9-1
195	EQUATION 9-2
201	SECTION 910 SMOKE AND HEAT REMOVAL
202	EQUATION 9-3 EQUATION 9-4
203	SECTION 911 EXPLOSION CONTROL
204	TABLE 911.1 EXPLOSION CONTROL REQUIREMENTSf
205	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
206	SECTION 914 FIRE PROTECTION BASED ON SPECIAL DETAILED REQUIREMENTS OF USE AND OCCUPANCY
209	TABLE 914.8.3 HANGAR FIRE SUPPRESSION REQUIREMENTS SECTION 915 CARBON MONOXIDE DETECTION
211	SECTION 916 GAS DETECTION SYSTEMS
212	SECTION 917 MASS NOTIFICATION SYSTEMS
214	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS
215	SECTION 1003 GENERAL MEANS OF EGRESS
216	SECTION 1004 OCCUPANT LOAD
217	[BE] TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
218	[BE] TABLE 1004.5-continued MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 MEANS OF EGRESS SIZING
219	SECTION 1006 NUMBERS OF EXITS AND EXIT ACCESS DOORWAYS
220	[BE] TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
221	[BE] TABLE 1006.3.3 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
222	[BE] TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES [BE] TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
223	SECTION 1008 MEANS OF EGRESS ILLUMINATION
224	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
227	SECTION 1010 DOORS, GATES AND TURNSTILES
234	[BE] TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS [BE] TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
236	SECTION 1011 STAIRWAYS
240	SECTION 1012 RAMPS
241	SECTION 1013 EXIT SIGNS
242	SECTION 1014 HANDRAILS
243	SECTION 1015 GUARDS
245	SECTION 1016 EXIT ACCESS
246	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE [BE] TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa
247	SECTION 1018 AISLES
248	SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS SECTION 1020 CORRIDORS
249	[BE] TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING [BE] TABLE 1020.3 MINIMUM CORRIDOR WIDTH
250	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
252	SECTION 1024 EXIT PASSAGEWAYS
253	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
254	SECTION 1026 HORIZONTAL EXITS
255	SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
256	SECTION 1028 EXIT DISCHARGE
257	SECTION 1029 EGRESS COURTS SECTION 1030 ASSEMBLY
259	[BE] TABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
262	[BE] TABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
264	SECTION 1031 EMERGENCY ESCAPE AND RESCUE
265	SECTION 1032 MAINTENANCE OF THE MEANS OF EGRESS
268	CHAPTER 11 FIRE AND LIFE SAFETY REQUIREMENTS FOR BUILDINGS CONSTRUCTED PRIOR TO A STATE BUILDING CODE SECTION 1101 GENERAL
269	SECTION 1102 DEFINITIONS SECTION 1103 FIRE SAFETY REQUIREMENTS FOR EXISTING BUILDINGS
270	TABLE 1103.1 OCCUPANCY AND USE REQUIREMENTSa
276	SECTION 1104 MEANS OF EGRESS FOR EXISTING BUILDINGS
278	TABLE 1104.9 REVOLVING DOOR SPEEDS
280	TABLE 1104.18 COMMON PATH, DEAD-END AND TRAVEL DISTANCE LIMITS
281	SECTION 1105 FIRE AND LIFE SAFETY REQUIREMENTS FOR EXISTING GROUP I-2 TABLE 1105.3 FLOOR LEVEL LIMITATIONS FOR GROUP I-2, CONDITION 2
282	TABLE 1105.4 INCIDENTAL USES IN EXISTING GROUP I-2 OCCUPANCIES
285	SECTION 1106 REQUIREMENTS FOR OUTDOOR OPERATIONS
286	CHAPTER 12 ENERGY SYSTEMS SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 EMERGENCY AND STANDBY POWER SYSTEMS
288	SECTION 1204 PORTABLE GENERATORS
289	SECTION 1205 SOLAR PHOTOVOLTAIC POWER SYSTEMS
290	FIGURE 1205.4.1(1) LABEL FOR SOLAR PV SYSTEMS THAT REDUCE SHOCK HAZARD WITHIN ARRAY AND SHUT DOWN CONDUCTORS LEAVING ARRAY
291	FIGURE 1205.4.1(2) LABEL FOR SOLAR PV SYSTEMS THAT ONLY SHUT DOWN CONDUCTORS LEAVING THE ARRAY SECTION 1206 STATIONARY FUEL CELL POWER SYSTEMS
292	SECTION 1207 ELECTRICAL ENERGY STORAGE SYSTEMS (ESS) TABLE 1207.1.1 ENERGY STORAGE SYSTEM (ESS) THRESHOLD QUANTITIES
297	TABLE 1207.5 MAXIMUM ALLOWABLE QUANTITIES OF ELECTROCHEMICAL ESS
298	TABLE 1207.6 ELECTROCHEMICAL ESS TECHNOLOGY-SPECIFIC REQUIREMENTS
300	TABLE 1207.7 INDOOR ESS INSTALLATIONS
301	TABLE 1207.8 OUTDOOR ESS INSTALLATIONSa
302	TABLE 1207.9 SPECIAL ESS INSTALLATIONS
303	TABLE 1207.10 MOBILE ENERGY STORAGE SYSTEMS (ESS)
306	CHAPTERS 13 THROUGH 19 RESERVED
308	PART IV—SPECIAL OCCUPANCIES AND OPERATIONS CHAPTER 20 AVIATION FACILITIES SECTION 2001 GENERAL SECTION 2002 DEFINITIONS SECTION 2003 GENERAL PRECAUTIONS SECTION 2004 AIRCRAFT MAINTENANCE
309	SECTION 2005 PORTABLE FIRE EXTINGUISHERS SECTION 2006 AIRCRAFT FUELING
314	SECTION 2007 HELISTOPS AND HELIPORTS
316	CHAPTER 21 DRY CLEANING SECTION 2101 GENERAL SECTION 2102 DEFINITIONS SECTION 2103 CLASSIFICATIONS SECTION 2104 GENERAL REQUIREMENTS
317	SECTION 2105 OPERATING REQUIREMENTS EQUATION 21-1 SECTION 2106 SPOTTING AND PRETREATING
318	SECTION 2107 DRY CLEANING SYSTEMS SECTION 2108 FIRE PROTECTION
320	CHAPTER 22 COMBUSTIBLE DUST-PRODUCING OPERATIONS SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 DUST EXPLOSION PREVENTION TABLE 2203.1 CRITICAL DEPTH LAYER
321	TABLE 2203.3.1.2 MINIMUM CONVEYING VELOCITIES
323	SECTION 2204 DUST EXPLOSION SCREENING TESTS SECTION 2205 STANDARDS TABLE 2205.1 EXPLOSION PROTECTION STANDARDS
324	CHAPTER 23 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES SECTION 2301 GENERAL SECTION 2302 DEFINITIONS
325	SECTION 2303 LOCATION OF DISPENSING DEVICES SECTION 2304 DISPENSING OPERATIONS
326	SECTION 2305 OPERATIONAL REQUIREMENTS
327	SECTION 2306 FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUEL-DISPENSING FACILITIES
328	TABLE 2306.2.3 MINIMUM SEPARATION REQUIREMENTS FOR ABOVE-GROUND TANKS
332	SECTION 2307 LIQUEFIED PETROLEUM GAS MOTOR FUEL-DISPENSING FACILITIES
333	SECTION 2308 COMPRESSED NATURAL GAS MOTOR FUEL-DISPENSING FACILITIES
334	TABLE 2308.8.1.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG
335	SECTION 2309 HYDROGEN MOTOR FUEL-DISPENSING AND GENERATION FACILITIES
336	SECTION 2310 MARINE MOTOR FUEL-DISPENSING FACILITIES
338	SECTION 2311 REPAIR GARAGES
339	TABLE 2311.6.2 TEMPERATURE COMPENSATED CYLINDER PRESSURE TABLEa
342	CHAPTER 24 FLAMMABLE FINISHES SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 PROTECTION OF OPERATIONS
344	SECTION 2404 SPRAY FINISHING
348	SECTION 2405 DIPPING OPERATIONS
349	SECTION 2406 POWDER COATING
350	SECTION 2407 ELECTROSTATIC APPARATUS
351	SECTION 2408 ORGANIC PEROXIDES AND DUAL-COMPONENT COATINGS SECTION 2409 INDOOR MANUFACTURING OF REINFORCED PLASTICS
352	SECTION 2410 FLOOR SURFACING AND FINISHING OPERATIONS
354	CHAPTER 25 FRUIT AND CROP RIPENING SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 ETHYLENE GAS SECTION 2504 SOURCES OF IGNITION SECTION 2505 COMBUSTIBLE WASTE SECTION 2506 ETHYLENE GENERATORS SECTION 2507 WARNING SIGNS
356	CHAPTER 26 FUMIGATION AND INSECTICIDAL FOGGING SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FIRE SAFETY REQUIREMENTS
358	CHAPTER 27 SEMICONDUCTOR FABRICATION FACILITIES SECTION 2701 GENERAL SECTION 2702 DEFINITIONS SECTION 2703 GENERAL SAFETY PROVISIONS
362	SECTION 2704 STORAGE
363	SECTION 2705 USE AND HANDLING
364	TABLE 2704.2.2.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
365	TABLE 2704.2.2.1—continued QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
366	TABLE 2705.2.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATIONd
368	CHAPTER 28 LUMBER YARDS AND AGRO-INDUSTRIAL, SOLID BIOMASS AND WOODWORKING FACILITIES SECTION 2801 GENERAL SECTION 2802 DEFINITIONS SECTION 2803 GENERAL REQUIREMENTS
369	SECTION 2804 FIRE PROTECTION SECTION 2805 PLYWOOD, VENEER AND COMPOSITE BOARD MILLS SECTION 2806 LOG STORAGE AREAS SECTION 2807 STORAGE OF WOOD CHIPS AND HOGGED MATERIALS ASSOCIATED WITH TIMBER AND LUMBER PRODUCTION FACILITIES
370	SECTION 2808 STORAGE AND PROCESSING OF WOOD CHIPS, HOGGED MATERIALS, FINES, COMPOST, SOLID BIOMASS FEEDSTOCK AND RAW PRODUCT ASSOCIATED WITH YARD WASTE, AGRO-INDUSTRIAL AND RECYCLING FACILITIES SECTION 2809 EXTERIOR STORAGE OF FINISHED LUMBER AND SOLID BIOFUEL PRODUCTS
371	SECTION 2810 OUTDOOR STORAGE OF PALLETS AT PALLET MANUFACTURING AND RECYCLING FACILITIES
372	CHAPTER 29 MANUFACTURE OF ORGANIC COATINGS SECTION 2901 GENERAL SECTION 2902 DEFINITION SECTION 2903 GENERAL PRECAUTIONS SECTION 2904 ELECTRICAL EQUIPMENT AND PROTECTION
373	SECTION 2905 PROCESS STRUCTURES SECTION 2906 PROCESS MILLS AND KETTLES SECTION 2907 PROCESS PIPING
374	SECTION 2908 RAW MATERIALS IN PROCESS AREAS SECTION 2909 RAW MATERIALS AND FINISHED PRODUCTS
376	CHAPTER 30 INDUSTRIAL OVENS SECTION 3001 GENERAL SECTION 3002 DEFINITIONS SECTION 3003 LOCATION SECTION 3004 FUEL PIPING SECTION 3005 INTERLOCKS SECTION 3006 FIRE PROTECTION
377	SECTION 3007 OPERATION AND MAINTENANCE
378	CHAPTER 31 TENTS, TEMPORARY SPECIAL EVENT STRUCTURES AND OTHER MEMBRANE STRUCTURES SECTION 3101 GENERAL SECTION 3102 DEFINITIONS SECTION 3103 TEMPORARY TENTS AND MEMBRANE STRUCTURES
380	TABLE 3103.12.2 MINIMUM NUMBER OF MEANS OF EGRESS AND MEANS OF EGRESS WIDTHS FROM TEMPORARY MEMBRANE STRUCTURES AND TENTS
381	SECTION 3104 TEMPORARY AND PERMANENT TENTS AND MEMBRANE STRUCTURES SECTION 3105 TEMPORARY SPECIAL EVENT STRUCTURES
382	SECTION 3106 OUTDOOR ASSEMBLY EVENTS
383	SECTION 3107 OPERATIONAL REQUIREMENTS
386	CHAPTER 32 HIGH-PILED COMBUSTIBLE STORAGE SECTION 3201 GENERAL
387	SECTION 3202 DEFINITIONS SECTION 3203 COMMODITY CLASSIFICATION
388	TABLE 3203.8 EXAMPLES OF COMMODITY CLASSIFICATION
389	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
390	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
391	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
392	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
393	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
394	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
395	FIGURE 3203.9(1) EVALUATION OF CARTONED COMMODITIES CONTAINING GROUP A PLASTICS FIGURE 3203.9(2) EVALUATION OF EXPOSED COMMODITIES CONTAINING GROUP A PLASTICS
396	EQUATION 32-1 EQUATION 32-2 EQUATION 32-3 SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS
397	SECTION 3205 HOUSEKEEPING AND MAINTENANCE SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES
398	TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS
400	SECTION 3207 SOLID-PILED AND SHELF STORAGE SECTION 3208 RACK STORAGE
401	TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE SECTION 3209 AUTOMATED STORAGE
402	SECTION 3210 SPECIALTY STORAGE
404	CHAPTER 33 FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION SECTION 3301 GENERAL SECTION 3302 DEFINITIONS SECTION 3303 OWNER’S RESPONSIBILITY FOR FIRE PROTECTION
405	SECTION 3304 TEMPORARY HEATING EQUIPMENT
406	SECTION 3305 PRECAUTIONS AGAINST FIRE
407	SECTION 3306 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 3307 FLAMMABLE GASES SECTION 3308 EXPLOSIVE MATERIALS SECTION 3309 PORTABLE GENERATORS SECTION 3310 FIRE REPORTING SECTION 3311 ACCESS FOR FIRE FIGHTING SECTION 3312 MEANS OF EGRESS
408	SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 STANDPIPES
409	SECTION 3315 AUTOMATIC SPRINKLER SYSTEM SECTION 3316 PORTABLE FIRE EXTINGUISHERS SECTION 3317 MOTORIZED CONSTRUCTION EQUIPMENT SECTION 3318 SAFEGUARDING ROOFING OPERATIONS SECTION 3319 COMBUSTIBLE TRASH CHUTES
410	CHAPTER 34 TIRE REBUILDING AND TIRE STORAGE SECTION 3401 GENERAL SECTION 3402 DEFINITIONS SECTION 3403 TIRE REBUILDING SECTION 3404 PRECAUTIONS AGAINST FIRE
411	SECTION 3405 OUTDOOR STORAGE SECTION 3406 FIRE DEPARTMENT ACCESS SECTION 3407 FENCING SECTION 3408 FIRE PROTECTION SECTION 3409 INDOOR STORAGE ARRANGEMENT
412	CHAPTER 35 WELDING AND OTHER HOT WORK SECTION 3501 GENERAL SECTION 3502 DEFINITIONS SECTION 3503 GENERAL REQUIREMENTS SECTION 3504 FIRE SAFETY REQUIREMENTS
413	SECTION 3505 GAS WELDING AND CUTTING
414	SECTION 3506 ELECTRIC ARC HOT WORK SECTION 3507 CALCIUM CARBIDE SYSTEMS SECTION 3508 ACETYLENE GENERATORS
415	SECTION 3509 PIPING MANIFOLDS AND HOSE SYSTEMS FOR FUEL GASES AND OXYGEN SECTION 3510 HOT WORK ON FLAMMABLE AND COMBUSTIBLE LIQUID STORAGE TANKS
416	CHAPTER 36 MARINAS SECTION 3601 SCOPE SECTION 3602 DEFINITIONS SECTION 3603 GENERAL PRECAUTIONS SECTION 3604 FIRE PROTECTION EQUIPMENT
417	SECTION 3605 MARINE MOTOR FUEL-DISPENSING FACILITIES
418	CHAPTER 37 COMBUSTIBLE FIBERS SECTION 3701 GENERAL SECTION 3702 DEFINITIONS SECTION 3703 GENERAL PRECAUTIONS SECTION 3704 LOOSE FIBER STORAGE
419	SECTION 3705 BALED STORAGE
420	CHAPTER 38 HIGHER EDUCATION LABORATORIES SECTION 3801 GENERAL SECTION 3802 DEFINITIONS SECTION 3803 GENERAL SAFETY PROVISIONS
421	SECTION 3804 LABORATORY SUITE CONSTRUCTION TABLE 3804.1.1 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR
422	SECTION 3805 NONSPRINKLERED LABORATORIES
423	TABLE 3805.4 DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING NONSPRINKLERED LABORATORIES SECTION 3806 EXISTING SPRINKLERED LABORATORIES TABLE 3806.2.1 DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING SPRINKLERED LABORATORIES
424	CHAPTER 39 PROCESSING AND EXTRACTION FACILITIES SECTION 3901 GENERAL SECTION 3902 DEFINITIONS SECTION 3903 PROCESSING AND EXTRACTION
425	SECTION 3904 SYSTEMS AND EQUIPMENT
426	SECTION 3905 SAFETY SYSTEMS SECTION 3906 MAINTENANCE
428	CHAPTER 40 STORAGE OF DISTILLED SPIRITS AND WINES SECTION 4001 GENERAL SECTION 4002 DEFINITIONS SECTION 4003 PRECAUTIONS AGAINST FIRE
429	SECTION 4004 STORAGE SECTION 4005 FIRE PROTECTION SECTION 4006 SIGNAGE
430	CHAPTERS 41 THROUGH 49 RESERVED
432	PART V—HAZARDOUS MATERIALS CHAPTER 50 HAZARDOUS MATERIALS—GENERAL PROVISIONS SECTION 5001 GENERAL
435	SECTION 5002 DEFINITIONS SECTION 5003 GENERAL REQUIREMENTS
436	TABLE 5003.1.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
437	TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
438	TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p
439	TABLE 5003.1.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD
440	TABLE 5003.1.1(3) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD IN AN OUTDOOR CONTROL AREA
441	TABLE 5003.1.1(4) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD IN AN OUTDOOR CONTROL AREA
445	TABLE 5003.8.2 DETACHED BUILDING REQUIRED TABLE 5003.8.3.2 DESIGN AND NUMBER OF CONTROL AREAS
449	TABLE 5003.11.1 MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES—NONFLAMMABLE SOLIDS, NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
450	SECTION 5004 STORAGE
451	TABLE 5004.2.2 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE
453	SECTION 5005 USE, DISPENSING AND HANDLING
455	TABLE 5005.2.1.4 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL LIQUIDS USE
458	CHAPTER 51 AEROSOLS SECTION 5101 GENERAL SECTION 5102 DEFINITIONS SECTION 5103 CLASSIFICATION OF AEROSOL PRODUCTS TABLE 5103.1 CLASSIFICATION OF AEROSOL PRODUCTS SECTION 5104 INSIDE STORAGE OF AEROSOL PRODUCTS
459	TABLE 5104.3.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSESb
460	TABLE 5104.3.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN GENERAL PURPOSE WAREHOUSES TABLE 5104.3.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES
461	TABLE 5104.7 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS, AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL STORAGE AREAS SECTION 5105 OUTSIDE STORAGE TABLE 5105.1 DISTANCE TO EXPOSURES FOR OUTSIDE STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS SECTION 5106 RETAIL DISPLAY TABLE 5106.2.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS, AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL DISPLAY AREAS
463	TABLE 5106.4 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS SECTION 5107 MANUFACTURING FACILITIES
464	CHAPTER 52 RESERVED
466	CHAPTER 53 COMPRESSED GASES SECTION 5301 GENERAL SECTION 5302 DEFINITIONS SECTION 5303 GENERAL REQUIREMENTS
470	SECTION 5304 STORAGE OF COMPRESSED GASES SECTION 5305 USE AND HANDLING OF COMPRESSED GASES
471	SECTION 5306 MEDICAL GASES
472	SECTION 5307 COMPRESSED GASES NOT OTHERWISE REGULATED
474	CHAPTER 54 CORROSIVE MATERIALS SECTION 5401 GENERAL SECTION 5402 DEFINITION SECTION 5403 GENERAL REQUIREMENTS SECTION 5404 STORAGE SECTION 5405 USE
476	CHAPTER 55 CRYOGENIC FLUIDS SECTION 5501 GENERAL SECTION 5502 DEFINITIONS SECTION 5503 GENERAL REQUIREMENTS
478	SECTION 5504 STORAGE TABLE 5504.3.1.1 SEPARATION OF STATIONARY CONTAINERS FROM EXPOSURE HAZARDS
479	TABLE 5504.3.1.2.1 SEPARATION OF PORTABLE CONTAINERS FROM EXPOSURE HAZARDS SECTION 5505 USE AND HANDLING
482	CHAPTER 56 EXPLOSIVES AND FIREWORKS SECTION 5601 GENERAL
484	TABLE 5601.8.1(1) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.1, 1.2 AND 1.5 EXPLOSIVES TABLE 5601.8.1(2) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.3 EXPLOSIVES TABLE 5601.8.1(3) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.4 EXPLOSIVES
485	SECTION 5602 DEFINITIONS
486	SECTION 5603 RECORD KEEPING AND REPORTING SECTION 5604 EXPLOSIVE MATERIALS STORAGE AND HANDLING
487	TABLE 5604.3 STORAGE AMOUNTS AND MAGAZINE REQUIREMENTS FOR EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS, 1.3G MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA
488	TABLE 5604.5.2(1) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991a
489	TABLE 5604.5.2(1)—continued AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991a
490	TABLE 5604.5.2(2) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.3 MASS-FIRE HAZARD TABLE 5604.5.2(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.4c
492	SECTION 5605 MANUFACTURE, ASSEMBLY AND TESTING OF EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS
493	TABLE 5605.3 MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES (ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES—DIVISION 1.1, 1.2 OR 1.5 MASS-EXPLOSION HAZARDa TABLE 5605.3—continued MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES (ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES—DIVISION 1.1, 1.2 OR 1.5 MASS-EXPLOSION HAZARDa
495	SECTION 5606 SMALL ARMS AMMUNITION AND SMALL ARMS AMMUNITION COMPONENTS
497	SECTION 5607 BLASTING
498	SECTION 5608 FIREWORKS DISPLAY
499	SECTION 5609 TEMPORARY STORAGE OF CONSUMER FIREWORKS
500	CHAPTER 57 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 5701 GENERAL
501	SECTION 5702 DEFINITIONS SECTION 5703 GENERAL REQUIREMENTS
502	TABLE 5703.1.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONSa
503	TABLE 5703.1.1—continued CLASS I ELECTRICAL EQUIPMENT LOCATIONSa
504	TABLE 5703.6.2 PIPING STANDARDS
505	SECTION 5704 STORAGE
516	TABLE 5704.3.4.1 MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIESa
517	TABLE 5704.3.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA
518	TABLE 5704.3.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES TABLE 5704.3.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES
519	TABLE 5704.3.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS AND PORTABLE TANKSa
520	TABLE 5704.3.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETSa
521	TABLE 5704.3.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITYa
522	TABLE 5704.3.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITYa TABLE 5704.3.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS 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 ARRAYa
523	TABLE 5704.3.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESSa
524	TABLE 5704.4.2 OUTDOOR LIQUID STORAGE IN CONTAINERS AND PORTABLE TANKS
525	SECTION 5705 DISPENSING, USE, MIXING AND HANDLING
526	TABLE 5705.3.4(1) SEPARATION OF PROCESSING VESSELS FROM LOT LINES TABLE 5705.3.4(2) REFERENCE TABLE FOR USE WITH TABLE 5705.3.4(1)
529	TABLE 5705.3.8.2 MAXIMUM ALLOWABLE QUANTITIES FOR DISPENSING FLAMMABLE AND COMBUSTIBLE LIQUIDS IN OUTDOOR CONTROL AREASa
530	SECTION 5706 SPECIAL OPERATIONS
540	SECTION 5707 ON-DEMAND MOBILE FUELING OPERATIONS
542	CHAPTER 58 FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS SECTION 5801 GENERAL SECTION 5802 DEFINITIONS SECTION 5803 GENERAL REQUIREMENTS
543	SECTION 5804 STORAGE SECTION 5805 USE SECTION 5806 FLAMMABLE CRYOGENIC FLUIDS
544	SECTION 5807 METAL HYDRIDE STORAGE SYSTEMS
545	SECTION 5808 HYDROGEN FUEL GAS ROOMS
548	CHAPTER 59 FLAMMABLE SOLIDS SECTION 5901 GENERAL SECTION 5902 DEFINITIONS SECTION 5903 GENERAL REQUIREMENTS SECTION 5904 STORAGE SECTION 5905 USE SECTION 5906 MAGNESIUM
552	CHAPTER 60 HIGHLY TOXIC AND TOXIC MATERIALS SECTION 6001 GENERAL SECTION 6002 DEFINITIONS SECTION 6003 HIGHLY TOXIC AND TOXIC SOLIDS AND LIQUIDS
553	SECTION 6004 HIGHLY TOXIC AND TOXIC COMPRESSED GASES
556	TABLE 6004.2.2.7.5 RATE OF RELEASE FOR CYLINDERS AND PORTABLE TANKS
557	SECTION 6005 OZONE GAS GENERATORS
560	CHAPTER 61 LIQUEFIED PETROLEUM GASES SECTION 6101 GENERAL SECTION 6102 DEFINITIONS SECTION 6103 INSTALLATION OF EQUIPMENT
561	SECTION 6104 LOCATION OF LP-GAS CONTAINERS SECTION 6105 PROHIBITED USE OF LP-GAS SECTION 6106 DISPENSING AND OVERFILLING
562	TABLE 6104.3 LOCATION OF LP-GAS CONTAINERS SECTION 6107 SAFETY PRECAUTIONS AND DEVICES
563	SECTION 6108 FIRE PROTECTION SECTION 6109 STORAGE OF PORTABLE LP-GAS CONTAINERS AWAITING USE OR RESALE
564	TABLE 6109.12 SEPARATION FROM EXPOSURES OF LP-GAS CONTAINERS AWAITING USE, RESALE OR EXCHANGE STORED OUTSIDE OF BUILDINGS SECTION 6110 LP-GAS CONTAINERS NOT IN SERVICE
565	SECTION 6111 PARKING AND GARAGING OF LP-GAS TANK VEHICLES
566	CHAPTER 62 ORGANIC PEROXIDES SECTION 6201 GENERAL SECTION 6202 DEFINITION SECTION 6203 GENERAL REQUIREMENTS SECTION 6204 STORAGE
567	TABLE 6204.1.2 ORGANIC PEROXIDES—DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS TABLE 6204.1.7 STORAGE OF ORGANIC PEROXIDES
568	SECTION 6205 USE
570	CHAPTER 63 OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS SECTION 6301 GENERAL SECTION 6302 DEFINITIONS SECTION 6303 GENERAL REQUIREMENTS
571	TABLE 6303.1.4 STORAGE OF CLASS 1, 2 AND 3 OXIDIZER LIQUIDS AND SOLIDS SECTION 6304 STORAGE
572	TABLE 6304.1.5(1) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.1.5(2) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.1.5(3) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.2.1 OXIDIZER GASES—DISTANCE FROM STORAGE TO EXPOSURESa SECTION 6305 USE
573	SECTION 6306 LIQUID OXYGEN IN HOME HEALTH CARE
576	CHAPTER 64 PYROPHORIC MATERIALS SECTION 6401 GENERAL SECTION 6402 DEFINITION SECTION 6403 GENERAL REQUIREMENTS SECTION 6404 STORAGE
577	TABLE 6404.2.1 PYROPHORIC GASES—DISTANCE FROM STORAGE TO EXPOSURESa SECTION 6405 USE
578	CHAPTER 65 PYROXYLIN (CELLULOSE NITRATE) PLASTICS SECTION 6501 GENERAL SECTION 6502 DEFINITIONS SECTION 6503 GENERAL REQUIREMENTS SECTION 6504 STORAGE AND HANDLING
580	CHAPTER 66 UNSTABLE (REACTIVE) MATERIALS SECTION 6601 GENERAL SECTION 6602 DEFINITION SECTION 6603 GENERAL REQUIREMENTS
581	SECTION 6604 STORAGE SECTION 6605 USE
582	CHAPTER 67 WATER-REACTIVE SOLIDS AND LIQUIDS SECTION 6701 GENERAL SECTION 6702 DEFINITION SECTION 6703 GENERAL REQUIREMENTS SECTION 6704 STORAGE
583	SECTION 6705 USE
584	CHAPTERS 68 THROUGH 79 RESERVED
586	PART VI—REFERENCED STANDARDS CHAPTER 80 REFERENCED STANDARDS AASHTO AFSI ANSI API
587	ASCE/SEI ASHRAE ASME
588	ASSP ASTM
589	BHMA CA CGA
590	CGR CPSC CSA
591	DOC DOL DOTn DOTy EN
592	FCC FM ICC
593	IIAR IKECA
594	ISO NEMA NFPA
598	UL
601	USC
602	PART VII—APPENDICES APPENDIX A BOARD OF APPEALS SECTION A101 GENERAL
604	APPENDIX B FIRE-FLOW REQUIREMENTS FOR BUILDINGS SECTION B101 GENERAL SECTION B102 DEFINITIONS SECTION B103 MODIFICATIONS SECTION B104 FIRE-FLOW CALCULATION AREA
605	SECTION B105 FIRE-FLOW REQUIREMENTS FOR BUILDINGS IN PROTECTED AREAS WITH ADEQUATE AND RELIABLE WATER SYSTEMS TABLE B105.1(1) REQUIRED FIRE FLOW FOR ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES SECTION B106 LIMITING FIRE-FLOW REQUIREMENTS FOR BUILDINGS IN PROTECTED AREAS WITH ADEQUATE AND RELIABLE WATER SYSTEMS SECTION B107 FIRE-FLOW REQUIREMENTS FOR BUILDINGS IN PROTECTED AREAS WITHOUT ADEQUATE AND RELIABLE WATER SYSTEMS SECTION B108 FIRE-FLOW REQUIREMENTS FOR BUILDINGS IN UNPROTECTED AREAS (RESERVED)
606	TABLE B105.1(2) REFERENCE TABLE FOR TABLES B105.1(1) AND B105.2 TABLE B105.2 REQUIRED FIRE FLOW FOR BUILDINGS OTHER THAN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES
607	SECTION B109 REFERENCED STANDARDS TABLE B109.1 REFERENCED STANDARDS
608	APPENDIX C FIRE HYDRANT LOCATIONS AND DISTRIBUTION SECTION C101 GENERAL SECTION C102 NUMBER OF FIRE HYDRANTS TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTSh
609	SECTION C103 FIRE HYDRANT SPACING SECTION C104 CONSIDERATION OF EXISTING FIRE HYDRANTS SECTION C105 REFERENCED STANDARD TABLE C105.1 REFERENCED STANDARD
610	APPENDIX D FIRE APPARATUS ACCESS ROADS SECTION D101 GENERAL SECTION D102 REQUIRED ACCESS SECTION D103 MINIMUM SPECIFICATIONS FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND
611	TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS FIGURE D103.6 FIRE LANE SIGNS SECTION D104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS
612	SECTION D105 AERIAL FIRE APPARATUS ACCESS ROADS SECTION D106 MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS SECTION D107 ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS SECTION D108 UNIFORM ALTERNATE CONSTRUCTION STANDARD (UACS) FOR ONE- AND TWO-FAMILY DWELLINGS
613	SECTION D109 REFERENCED STANDARDS TABLE D109.1 REFERENCED STANDARDS
614	APPENDIX E HAZARD CATEGORIES SECTION E101 GENERAL SECTION E102 HAZARD CATEGORIES
618	SECTION E103 EVALUATION OF HAZARDS
619	SECTION E104 REFERENCED STANDARDS TABLE E104.1 REFERENCED STANDARDS
620	APPENDIX F HAZARD RANKING SECTION F101 GENERAL SECTION F102 REFERENCED STANDARDS TABLE F102.1 REFERENCED STANDARDS
621	TABLE F101.2 FIRE FIGHTER WARNING PLACARD DESIGNATIONS BASED ON HAZARD CLASSIFICATION CATEGORIES
622	APPENDIX G CRYOGENIC FLUIDS—WEIGHT AND VOLUME EQUIVALENTS SECTION G101 GENERAL
623	TABLE G101.2 WEIGHT AND VOLUME EQUIVALENTS FOR COMMON CRYOGENIC FLUIDS
624	APPENDIX H HAZARDOUS MATERIALS MANAGEMENT PLAN (HMMP) AND HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INSTRUCTIONS SECTION H101 HMMP SECTION H102 HMIS
625	SECTION H103 EMERGENCY PLAN SECTION H104 SECURITY SECTION H105 REFERENCED STANDARDS TABLE H105.1 REFERENCED STANDARDS
626	FIGURE H101.1 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION
627	FIGURE H101.2 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION
628	FIGURE H101.3 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION PART C—FACILITY MAP
629	FIGURE H102.1 SECTION II—HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INVENTORY REPORT
630	TABLE H102.1 SECTION II—HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) SUMMARY REPORT
631	FIGURE H103.1 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION III: EMERGENCY PLAN
632	APPENDIX I FIRE PROTECTION SYSTEMS—NONCOMPLIANT CONDITIONS SECTION I101 NONCOMPLIANT CONDITIONS
633	SECTION I102 REFERENCED STANDARDS TABLE I102.1 REFERENCED STANDARDS
634	APPENDIX J BUILDING INFORMATION SIGN SECTION J101 GENERAL FIGURE J101.1.3 EXAMPLE OF COMPLETED BUILDING INFORMATION SIGN
636	SECTION J102 REFERENCED STANDARDS TABLE J102.1 REFERENCED STANDARDS
638	APPENDIX K CONSTRUCTION REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES SECTION K101 GENERAL SECTION K102 FIRE SAFETY REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES
640	SECTION K103 INCIDENTAL USES IN EXISTING AMBULATORY CARE FACILITIES TABLE K103.1 INCIDENTAL USES IN EXISTING AMBULATORY CARE FACILITIES SECTION K104 MEANS OF EGRESS REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES
641	SECTION K105 REFERENCED STANDARDS TABLE K105.1 REFERENCED STANDARDS
642	APPENDIX L REQUIREMENTS FOR FIRE FIGHTER AIR REPLENISHMENT SYSTEMS SECTION L101 GENERAL SECTION L102 DEFINITIONS SECTION L103 PERMITS SECTION L104 DESIGN AND INSTALLATION
644	SECTION L105 ACCEPTANCE TESTS SECTION L106 INSPECTION, TESTING AND MAINTENANCE SECTION L107 REFERENCED STANDARDS TABLE L107.1 REFERENCED STANDARDS
646	APPENDIX M HIGH-RISE BUILDINGS—RETROACTIVE AUTOMATIC SPRINKLER REQUIREMENT SECTION M101 SCOPE SECTION M102 WHERE REQUIRED SECTION M103 COMPLIANCE
648	APPENDIX N INDOOR TRADE SHOWS AND EXHIBITIONS SECTION N101 GENERAL SECTION N102 DEFINITIONS SECTION N103 PUBLIC SAFETY FOR EVENTS
649	SECTION N104 INTERIOR FINISH AND DECORATIVE MATERIALS SECTION N105 MULTIPLE-LEVEL BOOTHS SECTION N106 COVERED BOOTHS SECTION N107 DISPLAY AND STORAGE OF HAZARDOUS AND COMBUSTIBLE MATERIALS
650	SECTION N108 MEANS OF EGRESS SECTION N109 REFERENCED STANDARDS TABLE N109.1 REFERENCED STANDARDS
652	APPENDICES O AND P RESERVED
654	APPENDIX Q FIRE PREVENTION GUIDELINES FOR HAUNTED HOUSES AND SIMILAR TEMPORARY INSTALLATIONS SECTION Q101 GENERAL SECTION Q102 PERMITS SECTION Q103 GENERAL REQUIREMENTS
656	APPENDIX R ADULT FOSTER HOMES SECTION R101 GENERAL SECTION R102 DEFINITIONS SECTION R103 CONSTRUCTION
657	SECTION R104 EXITS AND EMERGENCY PROCEDURES SECTION R105 EXITS AND EMERGENCY EGRESS SECTION R106 FLAME SPREAD AND SMOKE DENSITY SECTION R107 AUTOMATIC SPRINKLER SYSTEM
658	SECTION R108 SMOKE ALARMS SECTION R109 CARBON MONOXIDE ALARMS
659	SECTION R110 PORTABLE FIRE EXTINGUISHERS SECTION R111 HEATING EQUIPMENT SECTION R112 ELECTRICAL EQUIPMENT AND WIRING SECTION R113 SPECIAL HAZARDS
660	APPENDIX S TANK VEHICLE TO TANK VEHICLE FUEL TRANSFER AT AIRPORTS SECTION S101 GENERAL SECTION S102 DEFINITIONS SECTION S103 SITE REQUIREMENTS SECTION S104 PERSONNEL REQUIREMENTS SECTION S105 VEHICLE AND EQUIPMENT REQUIREMENTS
662	APPENDIX T FIRE WATCH SECTION T101 GENERAL SECTION T102 DEFINITIONS SECTION T103 REQUIREMENTS SECTION T104 DOCUMENTATION
663	FIGURE T104.1A FIRE WATCH NOTICE
664	FIGURE T104.1B FIRE WATCH DOCUMENTATION
666	INDEX
708	RESOURCE A RECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI)
710	RECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS [RVI]
711	COPYRIGHT
712	TABLE OF CONTENTS
714	PREFACE
715	ABOUT THE INTERNATIONAL CODE COUNCIL®
716	1.0 INTRODUCTION PURPOSE AND SCOPE 2.0 DEFINITIONS AND ACRONYMS 3.0 REMOTE VIRTUAL INSPECTION PROCESS
717	CUSTOMER: REQUESTING A REMOTE VIRTUAL INSPECTION
718	AHJ: SCHEDULING REMOTE VIRTUAL INSPECTION
719	CUSTOMER: PREPARE FOR REMOTE VIRTUAL INSPECTION CUSTOMER: PREPARE TO RECEIVE REMOTE VIRTUAL INSPECTION CALL
720	WHAT TO EXPECT DURING THE INSPECTION INSPECTION RESULTS
721	MAINTAINING RECORDS OF INSPECTIONS 4.0 TRAINING AND COMMUNICATION STAFF TRAINING
722	CUSTOMER/APPLICANT ADDITIONAL CONSIDERATIONS
723	5.0 APPENDIX A (EXAMPLES OF POTENTIAL ACTIVITIES)
724	KEYS TO SUCCESS FOR REMOTE VIRTUAL INSPECTIONS WHAT ARE REMOTE VIRTUAL INSPECTIONS (RVI)? RVI BENEFITS THE FOUNDATION OF SUCCESS: TRAINING AND COMMUNICATION
725	THE KEY STEPS TO A REMOTE VIRTUAL INSPECTION
726	ADDITIONAL CODE RESOURCES FROM ICC
727	ICC ASSESSMENT CENTER
728	ICC TRAINING
729	ICC DIGITAL CODES PREMIUM

OR StructuralSpecialtyCode 2022 1stptg

Sun, 20 Oct 2024 05:45:48 +0000

This is a fully integrated custom code based on the 2021 International Building Code®. Effective date: October 1, 2022.

PDF Catalog

PDF Pages	PDF Title
1	2022 OREGON STRUCTUAL SPECIALTY CODE
3	COPYRIGHT
4	PREFACE
6	EFFECTIVE USE OF THE OREGON STRUCTURAL SPECIALTY CODE (OSSC)
16	TABLE OF CONTENTS
24	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS
26	SECTION 102 APPLICABILITY
27	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
29	SECTION 105 PERMITS
30	SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 CONSTRUCTION DOCUMENTS
33	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES
35	SECTION 110 INSPECTIONS
36	SECTION 111 CERTIFICATE OF OCCUPANCY
37	SECTION 112 SERVICE UTILITIES SECTION 113 MEANS OF APPEALS SECTION 114 VIOLATIONS
38	SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
40	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
82	CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATIONAND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A
83	SECTION 304 BUSINESS GROUP B
84	SECTION 305 EDUCATIONAL GROUP E SECTION 306 FACTORY GROUP F
85	SECTION 307 HIGH-HAZARD GROUP H
86	TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
87	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
88	TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD
89	SECTION 308 INSTITUTIONAL GROUP I
91	SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R
92	SECTION 311 STORAGE GROUP S
93	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
94	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
98	SECTION 403 HIGH-RISE BUILDINGS
99	TABLE 403.2.3 MINIMUM BOND STRENGTH
101	SECTION 404 ATRIUMS
102	SECTION 405 UNDERGROUND BUILDINGS
103	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
105	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
110	SECTION 407 GROUP I-2
114	SECTION 408 GROUP I-3
116	SECTION 409 MOTION PICTURE PROJECTION ROOMS
117	SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
119	SECTION 411 SPECIAL AMUSEMENT AREAS
120	SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
122	TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
123	TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
124	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
126	TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
128	TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR CONTROL AREA INGROUP M AND S OCCUPANCIES OF NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREA
129	TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS
132	SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
134	TABLE 415.6.5 DETACHED BUILDING REQUIRED
136	TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
141	TABLE 415.11.7.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATION
144	TABLE 415.12.2 REQUIRED SECONDARY CONTAINMENT HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE
147	TABLE 415.13.12.1.4 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL LIQUIDS USE SECTION 416 APPLICATION OF FLAMMABLE FINISHES
153	SECTION 417 DRYING ROOMS
154	SECTION 418 ORGANIC COATINGS
155	SECTION 419 RESERVED SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
157	SECTION 421 HYDROGEN FUEL GAS ROOMS SECTION 422 AMBULATORY CARE FACILITIES
158	SECTION 423 STORM SHELTERS SECTION 424 PLAY STRUCTURES
159	SECTION 425 HYPERBARIC FACILITIES SECTION 426 COMBUSTIBLE DUSTS,GRAIN PROCESSING AND STORAGE TABLE 426.1 EXPLOSION PROTECTION STANDARDS
160	TABLE 426.1.10.1.2 MINIMUM CONVEYING VELOCITIES
161	SECTION 427 MEDICAL GAS SYSTEMS TABLE 427.2 PERMITTED AMOUNTS FOR COMPRESSED GASES
162	SECTION 428 HIGHER EDUCATION LABORATORIES SECTION 429 STATIONARY FUEL CELL POWER SYSTEMS
163	SECTION 430 ELECTRICAL ENERGY STORAGE SYSTEMS (ESS)
164	TABLE 430.2 ENERGY STORAGE SYSTEM (ESS) THRESHOLD QUANTITIES
166	TABLE 430.7 MAXIMUM ALLOWABLE BATTERY QUANTITIES
167	TABLE 430.8 ELECTROCHEMICAL ESS TECHNOLOGY-SPECIFIC REQUIREMENTS
169	TABLE 430.9 INDOOR ESS INSTALLATIONS TABLE 430.10 SPECIAL ESS INSTALLATIONS
171	FIGURE 430.11.6.2 ESS VEHICLE IMPACT PROTECTION
172	SECTION 431 DRY CLEANING SOLVENTS AND SYSTEMS
173	SECTION 432 FRUIT AND CROP RIPENING SECTION 433 LUMBER YARDS AND WOODWORKING FACILITIES
174	SECTION 434 INDUSTRIAL OVENS SECTION 435 HIGH-PILED COMBUSTIBLE STORAGE
176	(EQUATION 4-2) (EQUATION 4-3) (EQUATION 4-4)
177	TABLE 435.3.7 EXAMPLES OF COMMODITY CLASSIFICATION
178	TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION
179	TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION
180	TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION
181	TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION
182	TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION
183	TABLE 435.3.7—CONTINUED EXAMPLES OF COMMODITY CLASSIFICATION
184	FIGURE 435.3.8(1) EVALUATION OF CARTONED COMMODITIES CONTAINING GROUP A PLASTICS
185	FIGURE 435.3.8(2) EVALUATION OF EXPOSED COMMODITIES CONTAINING GROUP A PLASTICS
186	TABLE 435.5.1 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS
189	TABLE 435.13.2 REQUIRED FLUE SPACES FOR RACK STORAGE
190	SECTION 436 TIRE REBUILDING SECTION 437 COMBUSTIBLE FIBERS
191	SECTION 438 PROCESSING AND EXTRACTION FACILITIES SECTION 439 AEROSOLS TABLE 439.3 CLASSIFICATION OF AEROSOL PRODUCTS
192	TABLE 439.6.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN GENERAL PURPOSE WAREHOUSES
193	TABLE 439.6.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN GENERAL PURPOSE WAREHOUSES TABLE 439.6.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES
194	TABLE 439.10 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL STORAGE AREAS TABLE 439.12.1.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS, AEROSOL COOKING SPRAY PRODUCTS AND PLASTIC AEROSOL 3 PRODUCTS IN RETAIL DISPLAY AREAS
196	TABLE 439.12.3 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOL PRODUCTS SECTION 440 COMPRESSED GASES
201	SECTION 441 CORROSIVE MATERIALS SECTION 442 CRYOGENIC FLUIDS
203	SECTION 443 EXPLOSIVES AND FIREWORKS
204	TABLE 443.2.1(1) 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
205	TABLE 443.2.1(2) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991
206	TABLE 443.2.1(2)—CONTINUED AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991
207	TABLE 443.2.1(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.3 MASS-FIRE HAZARD TABLE 443.2.1(4) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.4
209	SECTION 444 FLAMMABLE AND COMBUSTIBLE LIQUIDS
210	TABLE 444.2.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONS
211	TABLE 444.2.1—CONTINUED CLASS I ELECTRICAL EQUIPMENT LOCATIONS
219	TABLE 444.4.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA
220	TABLE 444.4.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES TABLE 444.4.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES
221	TABLE 444.4.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS AND PORTABLE TANKS
222	TABLE 444.4.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS INMETAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETS
223	TABLE 444.4.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY TABLE 444.4.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY
224	TABLE 444.4.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS 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
225	TABLE 444.4.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS
230	SECTION 445 FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS
231	SECTION 446 FLAMMABLE SOLIDS
232	SECTION 447 HIGHLY TOXIC AND TOXIC MATERIALS
237	SECTION 448 LIQUEFIED PETROLEUM GASES SECTION 449 ORGANIC PEROXIDES
238	TABLE 449.4.2 ORGANIC PEROXIDES—DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS
239	TABLE 449.4.7 STORAGE OF ORGANIC PEROXIDES SECTION 450 OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS
240	TABLE 450.2.2 STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS TABLE 450.3.5(1) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS
241	TABLE 450.3.5(2) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS TABLE 450.3.5(3) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS SECTION 451 PYROPHORIC MATERIALS
242	SECTION 452 PYROXYLIN (CELLULOSE NITRATE) PLASTICS SECTION 453 UNSTABLE (REACTIVE) MATERIALS
243	SECTION 454 WATER-REACTIVE SOLIDS AND LIQUIDS
244	SECTION 455 ADDITIVE MANUFACTURING (3D PRINTING) SECTION 456 STORAGE OF DISTILLED SPIRITS AND WINES
245	SECTION 457 PIERS AND WHARVES SECTION 458MAUSOLEUMS AND COLUMBARIUMS
248	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES
249	SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
250	TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE
251	TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
252	TABLE 504.4—CONTINUED ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE SECTION 506 BUILDING AREA (Equation 5-1)
253	(Equation 5-2) (Equation 5-3) SECTION 507 UNLIMITED AREA BUILDINGS
254	TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, AS APPLICABLE) IN SQUARE FEET
255	TABLE 506.2—CONTINUED ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, AS APPLICABLE) IN SQUARE FEET
256	TABLE 506.2—CONTINUED ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, AS APPLICABLE) IN SQUARE FEET
257	TABLE 506.3.3 FRONTAGE INCREASE FACTOR TABLE 506.3.3.1 SECTION 507 BUILDINGS
258	SECTION 508 MIXED USE AND OCCUPANCY
260	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)
261	SECTION 509 INCIDENTAL USES TABLE 509.1 INCIDENTAL USES
262	SECTION 510 SPECIAL PROVISIONS
266	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
269	SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
272	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
273	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
275	SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
276	(EQUATION 7-1)
277	(EQUATION 7-2) TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
278	FIGURE 705.7 EQUIVALENT OPENING FACTOR
279	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ONFIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
280	SECTION 706 FIRE WALLS
281	TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
283	SECTION 707 FIRE BARRIERS TABLE 707.3.10 FIRE-RESISTANCE-RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
284	SECTION 708 FIRE PARTITIONS
286	SECTION 709 SMOKE BARRIERS SECTION 710 SMOKE PARTITIONS
287	SECTION 711 FLOOR AND ROOF ASSEMBLIES
288	SECTION 712 VERTICAL OPENINGS
289	SECTION 713 SHAFT ENCLOSURES
291	SECTION 714 PENETRATIONS
294	SECTION 715 JOINTS AND VOIDS
295	SECTION 716 OPENING PROTECTIVES
296	TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
297	TABLE 716.1(2)—CONTINUED OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
298	TABLE 716.1(2)—CONTINUED OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
302	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
303	TABLE 717.3.2.1 FIRE DAMPER RATING
307	SECTION 718 CONCEALED SPACES
309	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
310	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE
311	SECTION 722 CALCULATED FIRE RESISTANCE TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OFCAST-IN-PLACE OR PRECAST CONCRETE WALLS,LOAD-BEARING OR NONLOAD-BEARING (EQUATION 7-3)
312	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
313	TABLE 721.1(1)—CONTINUED MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
314	TABLE 721.1(1)—CONTINUED MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
315	TABLE 721.1(1)—CONTINUED MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ONTIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALS
316	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
317	TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
318	TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
319	TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
320	TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
321	TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
322	TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
323	TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
324	TABLE 721.1(2)—CONTINUED RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
325	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
326	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
327	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
328	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
329	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
330	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
331	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
332	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
333	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
334	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
335	TABLE 721.1(3)—CONTINUED MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
336	(Equation 7-4)
337	FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R
338	FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALSON FIRE-EXPOSED SIDE OF WALL
339	TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (INCHES) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS (EQUATION 7-5)
340	FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FORTWO-COURSE CONCRETE FLOORS FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2)FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
341	TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (INCHES) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (INCHES) TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
342	TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH TABLE 722.2.3(5)MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (INCHES)
343	(EQUATION 7-6) TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (INCHES) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS
344	(EQUATION 7-7) TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (INCHES) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (INCHES)
345	TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 722.4.1(3) VALUES OF R TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, PL TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS
346	(EQUATION 7-8) (EQUATION 7-9) (EQUATION 7-10) (EQUATION 7-11)
347	FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS (EQUATION 7-12) (EQUATION 7-13)
348	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(1)—CONTINUED W/D RATIOS FOR STEEL COLUMNS
349	TABLE 722.5.1(2) PROPERTIES OF CONCRETE TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS
350	TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—CONTINUED WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
351	TABLE 722.5.1(4)—CONTINUED WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES TABLE 722.5.1(4)—CONTINUED WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
352	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—CONTINUED FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
353	TABLE 722.5.1(5)—CONTINUED FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS TABLE 722.5.1(5)—CONTINUED FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
354	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
355	TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETE [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETE[FIGURE 722.5.1(6)(c)]
356	TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERS [FIGURE 722.5.1 (6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERS [FIGURE 722.5.1 (6)(a)]
357	FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM
358	FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS
359	FIGURE 722.5.1(7)CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS (EQUATION 7-14) (EQUATION 7-15)
360	(EQUATION 7-16) FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS (EQUATION 7-17)
361	TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES
362	TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 722.6.2(3) MEMBRANE ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
364	TABLE 722.7.1(1) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL TABLE 722.7.1(2) PROTECTION PROVIDED BY NONCOMBUSTIBLE COVERING MATERIAL
366	CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES
368	TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
369	SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS INTYPES I AND II CONSTRUCTION
370	SECTION 806 DECORATIVE MATERIALS AND TRIM SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
372	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
373	SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
375	[F] TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
377	TABLE 903.2.11.6 ADDITIONAL REQUIRED PROTECTION SYSTEMS
380	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
382	SECTION 905 STANDPIPE SYSTEMS
384	SECTION 906 PORTABLE FIRE EXTINGUISHERS SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
394	[F] TABLE 907.5.2.3.2 VISIBLE ALARMS
395	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
397	(EQUATION 9-1) (EQUATION 9-2)
403	SECTION 910 SMOKE AND HEAT REMOVAL
404	SECTION 911 FIRE COMMAND CENTER
406	SECTION 912 FIRE DEPARTMENT CONNECTIONS SECTION 913 FIRE PUMPS
407	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION
409	SECTION 916 GAS DETECTION SYSTEMS SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE
411	SECTION 919 EXPLOSION CONTROL
412	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 ALTERATIONS SECTION 1003 GENERAL MEANS OF EGRESS
413	SECTION 1004 OCCUPANT LOAD
414	TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 MEANS OF EGRESS SIZING
416	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
417	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
418	TABLE 1006.3.3 MINIMUM NUMBER OF EXITS ORACCESS TO EXITS PER STORY TABLE 1006.3.4(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
419	TABLE 1006.3.4(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1008 MEANS OF EGRESS ILLUMINATION
420	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
423	SECTION 1010 DOORS, GATES AND TURNSTILES
430	TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC ORPOWER-OPERATED REVOLVING DOORS
432	SECTION 1011 STAIRWAYS
436	SECTION 1012 RAMPS
437	SECTION 1013 EXIT SIGNS
438	SECTION 1014 HANDRAILS
439	SECTION 1015 GUARDS
441	SECTION 1016 EXIT ACCESS SECTION 1017 EXIT ACCESS TRAVEL DISTANCE
442	TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE
443	SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
444	SECTION 1020 CORRIDORS TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.3 MINIMUM CORRIDOR WIDTH
445	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS
446	SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
448	SECTION 1024 EXIT PASSAGEWAYS
449	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
450	SECTION 1026 HORIZONTAL EXITS
451	SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS SECTION 1028 EXIT DISCHARGE
452	SECTION 1029 EGRESS COURTS
453	SECTION 1030 ASSEMBLY
454	TABLE 1030.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
457	TABLE 1030.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
459	SECTION 1031 EMERGENCY ESCAPE AND RESCUE
462	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 COMPLIANCE
463	SECTION 1103 SCOPING REQUIREMENTS
464	SECTION 1104 ACCESSIBLE ROUTE
466	SECTION 1105 ACCESSIBLE ENTRANCES TABLE 1105.1.1 PUBLIC ENTRANCE WITH POWER-OPERATED DOOR
467	SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES TABLE 1106.2 ACCESSIBLE PARKING SPACES
468	SECTION 1107 RESERVED SECTION 1108 DWELLING UNITS AND SLEEPING UNITS
471	TABLE 1108.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS
473	SECTION 1109 SPECIAL OCCUPANCIES
474	TABLE 1109.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
475	TABLE 1109.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS TABLE 1109.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
476	SECTION 1110 OTHER FEATURES AND FACILITIES
479	TABLE 1110.13.1 ACCESSIBLE CHECK-OUT AISLES
480	SECTION 1111 RECREATIONAL FACILITIES SECTION 1112 SIGNAGE
481	SECTION 1113 CLUSTERED MAILBOXES
482	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION
483	TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL
484	SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING
485	SECTION 1205 YARDS OR COURTS SECTION 1206 SOUND TRANSMISSION SECTION 1207 ENHANCED CLASSROOM ACOUSTICS SECTION 1208 INTERIOR SPACE DIMENSIONS
486	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
488	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
490	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS
491	SECTION 1403 MATERIALS
492	SECTION 1404 INSTALLATION OF WALL COVERINGS TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS
493	TABLE 1404.3(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE 1404.3(2)b, c VAPOR RETARDER OPTIONS TABLE 1404.3(3) CLASS III VAPOR RETARDERS TABLE 1404.3(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER
498	SECTION 1405 COMBUSTIBLE MATERIALS ONTHE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
499	SECTION 1406 METAL COMPOSITE MATERIALS (MCM) SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
500	SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
501	SECTION 1409 PLASTIC COMPOSITE DECKING
502	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION SECTION 1504 PERFORMANCE REQUIREMENTS
503	TABLE 1504.2 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161OR D7158
504	TABLE 1504.9 MINIMUM REQUIRED PARAPET HEIGHT (INCHES) FOR AGGREGATE SURFACED ROOFS SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
505	SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
506	TABLE 1507.1.1(1 )UNDERLAYMENT TYPES
507	TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION
508	TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT
509	TABLE 1507.2.8.2 VALLEY LINING MATERIAL
510	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
511	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
512	TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
513	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
514	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
515	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS
516	TABLE 1507.13.3 PROTECTIVE COATING MATERIAL STANDARDS
517	SECTION 1508 ROOF INSULATION BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOF COATINGS TABLE 1509.2 ROOF COATING MATERIAL STANDARDS SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK
518	SECTION 1511 ROOFTOP STRUCTURES
520	SECTION 1512 REROOFING
522	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
523	SECTION 1604 GENERAL DESIGN REQUIREMENTS
524	TABLE 1604.3 DEFLECTION LIMITS
525	SECTION 1605 LOAD COMBINATIONS
526	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
527	(EQUATIONS 16-1) (EQUATIONS 16-2) (EQUATIONS 16-3) (EQUATIONS 16-4) (EQUATIONS 16-5) (EQUATIONS 16-6) SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
529	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
530	TABLE 1607.1—CONTINUED MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0,AND MINIMUM CONCENTRATED LIVE LOADS
531	TABLE 1607.1—CONTINUED MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
532	(EQUATION 16-7)
533	TABLE 1607.12.1 LIVE LOAD ELEMENT FACTOR, KLL (EQUATION 16-8) (EQUATION 16-9)
534	(EQUATION 16-10) (EQUATION 16-11) (EQUATION 16-12) (EQUATION 16-13) (EQUATION 16-14) (EQUATION 16-15) (EQUATION 16-16)
536	SECTION 1608 SNOW LOADS TABLE 7.2 GROUND SNOW LOAD ADJUSTMENT
537	TABLE 1608.3 LOCATIONS AND CRITERIA FOR SITE-SPECIFIC GROUND SNOW LOAD STUDY REQUIREMENT SECTION 1609 WIND LOADS
538	TABLE 1609.3 BASIC DESIGN WIND SPEED, V, FOR RISK CATEGORY I, II, III AND IV BUILDINGS AND OTHER STRUCTURES
539	TABLE 1609.3-CONTINUED BASIC DESIGN WIND SPEED, V, FOR RISK CATEGORY I, II, III AND IV BUILDINGS AND OTHER STRUCTURES FIGURE 1609.3 OREGON SPECIAL WIND REGIONS
540	TABLE 1609.3.1 WIND SPEED CONVERSIONS (EQUATION 16-18)
541	SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS (EQUATUION 16-19)
542	FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) OREGON SECTION 1612 FLOOD LOADS
543	SECTION 1613 EARTHQUAKE LOADS
544	(EQUATION 16-20) (EQUATION 16-21) (EQUATION 16-22) (EQUATION 16-23)
545	TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT F TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT F TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
549	SECTION 1614 ATMOSPHERIC ICE LOADS
550	SECTION 1615 TSUNAMI LOADS Table 6.8-1 Tsunami Important Factorsfor Hydrodynamic and Impact Loads
551	SECTION 1616 STRUCTURAL INTEGRITY
552	FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES (EQUATION 16-24) (EQUATION 16-25)
554	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS
555	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
557	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
558	TABLE 1705.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
559	TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
560	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
561	TABLE 1705.5.3REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
562	TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
564	TABLE 1705.13.7 REQUIRED INSPECTIONS OF STORAGE RACK SYSTEMS
567	SECTION 1706 DESIGN STRENGTHS OF MATERIALS
568	SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS SECTION 1709 PRECONSTRUCTION LOAD TESTS
570	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
573	SECTION 1804 EXCAVATION, GRADING AND FILL SECTION 1805 DAMPPROOFING AND WATERPROOFING
575	SECTION 1806 PRESUMPTIVE LOAD-BEARINGVALUES OF SOILS
576	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES SECTION 1807 FOUNDATION WALLS, RETAINING WALLSAND EMBEDDED POSTS AND POLES
577	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
578	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
579	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES
580	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES
581	(EQUATION 18-1) (EQUATION 18-2) (EQUATION 18-3) TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES
582	SECTION 1808 FOUNDATIONS
583	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
584	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′c OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER
585	SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
586	SECTION 1810 DEEP FOUNDATIONS
589	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
591	(EQUATION 18-4)
593	(EQUATION 18-5)
598	SECTION 1811 RADON CONTROL METHODS—PUBLIC BUILDINGS
602	SECTION 1812 RADON CONTROL METHODS—GROUP R-2 AND R-3 OCCUPANCIES
603	FIGURE 1811.3.4 GAS CONVEYANCE PIPING
605	FIGURE 1812.2(1) RADON-RESISTANT CONSTRUCTION FOR BASEMENT FOUNDATIONS
606	FIGURE 1812.2(2) RADON-RESISTANT CONSTRUCTION FOR COMBINATION BASEMENT/CRAWL SPACE FOUNDATIONS
607	FIGURE 1812.2(3) RADON-RESISTANT CONSTRUCTION FOR CRAWL SPACE FOUNDATIONS
608	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 COORDINATION OF TERMINOLOGY SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
609	SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
611	SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907 MINIMUM SLAB PROVISIONS
612	SECTION 1908 SHOTCRETE
614	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
616	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS
617	SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN
618	(EQUATION 21-1) SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY
619	(EQUATION 21-2) TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
620	SECTION 2110 GLASS UNIT MASONRY
621	SECTION 2111 MASONRY FIREPLACES
622	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION
623	SECTION 2112 MASONRY HEATERS SECTION 2113 MASONRY CHIMNEYS
626	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
627	TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONRY
628	TABLE 2114.4 GROSS CROSS-SECTIONAL ARE AALLOWABLE STRESS FOR DRY-STACK MASONRY
630	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEELFOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEELFOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL
631	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
632	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
634	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
638	FIGURE 2303.4.1.2 (1) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR
639	FIGURE 2303.4.1.2(2) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR
640	FIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR
641	FIGURE 2303.4.1.2(4) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR
642	FIGURE 2303.4.1.2(5) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY
643	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
644	TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
645	TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS
646	TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR) (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports) TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(PLYWOOD STRUCTURAL PANELS ARE FIVE-PLY, FIVE-LAYER UNLESS OTHERWISE NOTED)
647	TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS
649	TABLE 2304.10.2 FASTENING SCHEDULE
650	TABLE 2304.10.2—CONTINUED FASTENING SCHEDULE
651	TABLE 2304.10.2—CONTINUED FASTENING SCHEDULE
652	TABLE 2304.10.2—CONTINUED FASTENING SCHEDULE
653	TABLE 2304.10.2—CONTINUED FASTENING SCHEDULE
654	TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
656	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS TABLE 2305.2(1) VALUES (INCHES) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (STRUCTURAL I) (EQUATION 23-1) (EQUATION 23-2)
657	TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS SECTION 2306 ALLOWABLE STRESS DESIGN
658	TABLE 2306.1 STANDARDS FOR DESIGN AND CONSTRUCTION OF WOOD ELEMENTS IN STRUCTURES USING ALLOWABLE STRESS DESIGN TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
659	TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING FIGURE 2306.2(1) CASES 1 THROUGH 6 FOR USE WITH TABLE 2306.2(1)
660	TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
661	FIGURE 2306.2(2) FASTENER SPACING DIAGRAMS FOR USE WITH TABLE 2306.2(2)
662	TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY
663	TABLE 2306.3(3)ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH ANDPLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
664	TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
666	TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS)
667	TABLE 2308.4.1.1(1)—CONTINUED HEADER AND GIRDER SPANS a, b FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS)
668	TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIR AND REQUIRED NUMBER OF JACK STUDS)
669	TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 psf, L/Δ = 360)
670	TABLE 2308.4.2.1(1)—CONTINUED FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 psf, L/Δ = 360)
671	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL LIVING AREAS, LIVE LOAD = 40 psf, L/Δ = 360)
672	TABLE 2308.4.2.1(2)—CONTINUED FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL LIVING AREAS, LIVE LOAD = 40 psf, L/Δ = 360)
673	FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
674	FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
675	FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
676	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
677	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
678	TABLE 2308.6.1 WALL BRACING REQUIREMENTS
679	TABLE 2308.6.3(1) BRACING METHODS
680	TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING (NOT EXPOSED TO WEATHER, STRENGTH AXIS PARALLEL OR PERPENDICULAR TO STUDS EXCEPT AS INDICATED) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (NOT EXPOSED TO WEATHER, LONG DEMENSION OF THE PARALLEL OR PERPENDICULAR TO STUDS)
681	TABLE 2308.6.3(5) HARDBOARD SIDING
682	FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW)
683	FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
684	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION
685	FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
686	FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE
687	FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
689	TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (POUNDS)
690	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
691	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 psf, L/Δ = 240)
692	TABLE 2308.7.1(1)—CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 psf, L/Δ = 240)
693	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 psf, L/Δ = 240)
694	TABLE 2308.7.1(2)—CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 psf, L/Δ = 240)
695	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20PSF, CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180)
696	TABLE 2308.7.2(1)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20PSF, CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180)
697	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
698	TABLE 2308.7.2(2)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD = 20 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
699	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES(GROUNG SNOW LOAD = 30 PSF, CELING NOT ATTACHED TO RAFTERS, L/Δ = 180)
700	TABLE 2308.7.2(3)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUNG SNOW LOAD = 30 PSF, CELING NOT ATTACHED TO RAFTERS, L/Δ = 180)
701	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 50 PSF, CELING NOT ATTCHED TO RAFTERS, L/Δ = 180)
702	TABLE 2308.7.2(4)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 50 PSF, CELING NOT ATTCHED TO RAFTERS, L/Δ = 180)
703	TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES(GROUND SNOW LOAD = 30 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
704	TABLE 2308.7.2(5)— CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 30 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
705	TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES(GROUND SNOW LOAD = 50 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
706	TABLE 2308.7.2(6)—CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (GROUND SNOW LOAD = 50 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240) TABLE 2308.7.2(7) RAFTER SPAN ADJUSTMENT FACTOR
707	TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS
708	TABLE 2308.7.3.1(1) HEEL JOINT CONNECTION ADJUSTMENT FACTORS TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
709	TABLE 2308.7.12—CONTINUED ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
710	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT 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)
711	(EQUATION 24-5) (EQUATION 24-6) (EQUATION24-7) (EQUATION 24-8) (EQUATION 24-9) (EQUATION 24-10) (EQUATION 24-11)
712	(EQUATION 24-12) SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
713	(EQUATION 24-13) (EQUATION 24-14) (EQUATION 24-15) SECTION 2406 SAFETY GLAZING
714	TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
715	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES
716	SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
718	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD ANDGYPSUM PANEL PRODUCT MATERIALS SECTION 2507 LATHING AND PLASTERING
719	TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
720	SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
721	SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
722	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
723	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE
726	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
729	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
730	TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECTATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
731	TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2604 INTERIOR FINISH AND TRIM
732	TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2605 PLASTIC VENEER SECTION 2606 LIGHT-TRANSMITTING PLASTICS
733	TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
734	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
735	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELS SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
736	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTINGPLASTIC SKYLIGHT GLAZING
737	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER
738	SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
740	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STAND BY POWER SYSTEMS
741	SECTION 2703 ELECTRICAL ROOM SIGNAGE
742	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL SECTION 2802 FUEL OIL STORAGE SYSTEMS
744	TABLE 2802.8.2 MINIMUM EXHAUST RATE
746	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES
747	TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (SEE SECTIONS 2902.1.1 AND 2902.2)
748	TABLE 2902.1—CONTINUED MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (SEE SECTIONS 2902.1.1 AND 2902.2)
750	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES SECTION 3003 EMERGENCY OPERATIONS
751	SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS
752	SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
753	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
754	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS
758	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
760	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
762	SECTION 3105 AWNINGS AND CANOPIES SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS
763	SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS
767	FIGURE 3111.3.5.3(1) BRACED ROOF RAFTERS FOR PRESCRIPTIVE ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
768	FIGURE 3111.3.5.3(2) PHOTOVOLTAIC RACKING AND MODULE ATTACHMENT TO RAFTERS OR TRUSSES FIGURE 3111.3.5.3(3) PHOTOVOLTAIC RACKING AND MODULE ATTACHMENT TO BLOCKINGS
769	SECTION 3112 GREENHOUSES SECTION 3113 TEMPORARY SPECIAL EVENT STRUCTURES
770	SECTION 3114 INTERMODAL SHIPPING CONTAINERS
773	TABLE 3114.8.5.3 ALLOWABLE SHEAR VALUES FOR INTERMODAL SHIPPING CONTAINER CORRUGATED STEEL WALLS FOR WIND OR SEISMIC LOADING FIGURE 3114.8.5.3(1) BRACING UNIT DISTRIBUTION—MAXIMUM LINEAR LENGTH
774	FIGURE 3114.8.5.3(2) BRACING UNIT DISTRIBUTION—MINIMUM LINEAR LENGTH FIGURE 3114.8.5.3(3) BRACING UNIT DISTRIBUTION—BOUNDARY ELEMENTS
775	FIGURE 3114.8.5.3(4) BRACING UNIT DISTRIBUTION—PENETRATION LIMITATIONS
776	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
778	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK SECTION 3305 RESERVED SECTION 3306 RESERVED SECTION 3307 PROTECTION OF ADJOINING PROPERTY
779	SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON
780	CHAPTER 34 EXISTING BUILDINGS SECTION 3401 GENERAL SECTION 3402 DEFINITIONS SECTION 3403 PROVISIONS FOR ALL COMPLIANCE METHODS
782	TABLE 3403.4.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
783	TABLE 3403.4.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
788	SECTION 3404 REPAIRS
789	SECTION 3405 PRESCRIPTIVE COMPLIANCE METHOD
794	SECTION 3406 CLASSIFICATION OF WORK SECTION 3407 ALTERATIONS—LEVEL 1
795	SECTION 3408 ALTERATIONS—LEVEL 2
800	TABLE 3408.4.4.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
801	TABLE 3408.4.4.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
804	SECTION 3409 ALTERATIONS—LEVEL 3
806	SECTION 3410 CHANGE OF OCCUPANCY
808	TABLE 3410.11.5 MEANS OF EGRESS HAZARD CATEGORIES
809	TABLE 3410.11.6 HEIGHTS AND AREAS HAZARD CATEGORIES TABLE 3410.11.7 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
810	SECTION 3411 ADDITIONS
811	SECTION 3412 HISTORIC BUILDINGS
814	SECTION 3413 PERFORMANCE COMPLIANCE METHODS
815	(EQUATION 34-1) (EQUATION 34-2) (EQUATION 34-3)
816	(EQUATION 34-4) (EQUATION 34-5) TABLE 3413.1.6.3 COMPARTMENTATION VALUES TABLE 3413.1.6.4 SEPARATION VALUES
817	TABLE 3413.1.6.5 CORRIDOR WALL VALUES TABLE 3413.1.6.6(1) VERTICAL OPENING PROTECTION VALUE TABLE 3413.1.6.6(2) CONSTRUCTION-TYPE FACTOR (EQUATION 34-6)
818	TABLE 3413.1.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 3413.1.6.9 FIRE ALARM SYSTEM VALUES TABLE 3413.1.6.10 SMOKE CONTROL VALUES
819	TABLE 3413.1.6.11 MEANS OF EGRESS VALUES TABLE 3413.1.6.12 DEAD-END VALUES
820	(EQUATION 34-7) TABLE 3413.1.6.14 ELEVATOR CONTROL VALUES TABLE 3413.1.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
821	TABLE 3413.1.6.16 MIXED OCCUPANCY VALUES TABLE 3413.1.6.17 SPRINKLER SYSTEM VALUES TABLE 3413.1.6.18 STANDPIPE SYSTEM VALUES
822	TABLE 3413.1.6.19 INCIDENTAL USE AREA VALUES TABLE 3413.1.6.20 SMOKE COMPARTMENTATION VALUES TABLE 3413.1.6.21.1 CARE RECIPIENT ABILITY VALUES TABLE 3413.1.6.21.2 CARE RECIPIENT CONCENTRATION VALUES
823	TABLE 3413.1.6.21.3 ATTENDANT-TO-CARE RECIPIENTS RATIO VALUES TABLE 3413.1.8 MANDATORY SAFETY SCORES SECTION 3414 RELOCATED OR MOVED BUILDINGS SECTION 3415 CONSTRUCTION SAFEGUARDS
824	TABLE 3413.1.7 SUMMARY SHEET—BUILDING CODE
825	TABLE 3413.1.9EVALUATION FORMULAS
826	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI AISC
827	AISI ANSI
828	APA
829	ASABE ASCE/SEI
830	ASHRAE ASME ASSP ASTM
842	AWC AWCI AWPA
843	AWS BHMA CEN CGA CPA
844	CPSC CSA CSSB DASMA DHA
845	DOC DOL DOTn DOTy EN
846	FM GA ICC
847	ISO MHI NAAMM NCMA NFPA
851	PCI PTI RMI SBCA SDI
852	SJI SPRI SRCC TIA TMS
853	TPI UL
856	ULC WCLIB WDMA WRI
858	APPENDIX A EMPLOYEE QUALIFICATIONS
860	APPENDIX B BOARD OF APPEALS
862	APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY SECTION C103 MIXED OCCUPANCIES SECTION C104 EXITS
864	APPENDIX D FIRE DISTRICTS
866	APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
868	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
870	APPENDIX G FLOOD-RESISTANT CONSTRUCTION
872	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION
873	SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS
874	SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
875	SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS SECTION H115 THICKNESS OF SIGNS TABLE H115.1(1) SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE H115.1(2) THICKNESS OF PROJECTION SIGN SECTION H116 REFERENCED STANDARDS TABLE H116.1 REFERENCED STANDARDS
876	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
878	APPENDIX J GRADING
880	APPENDIX K ADMINISTRATIVE PROVISIONS
882	APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
884	APPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS
886	APPENDIX N REPLICABLE BUILDINGS
888	APPENDIX O PERFORMANCE-BASED APPLICATION SECTION O101 GENERAL
890	INDEX
930	RESOURCE A RECOMMENDED PRACTICES FOR REMOTE VIRTUAL INSPECTIONS (RVI)
932	RECOMMENDED PRACTICES FOR REMOTE VIRTUAL
933	COPYRIGHT
934	TABLE OF CONTENTS
936	PREFACE
937	ABOUT THE INTERNATIONAL CODE COUNCIL®
938	1.0 INTRODUCTION PURPOSE AND SCOPE 2.0 DEFINITIONS AND ACRONYMS 3.0 REMOTE VIRTUAL INSPECTION PROCESS
939	CUSTOMER: REQUESTING A REMOTE VIRTUAL INSPECTION
940	AHJ: SCHEDULING REMOTE VIRTUAL INSPECTION
941	CUSTOMER: PREPARE FOR REMOTE VIRTUAL INSPECTION CUSTOMER: PREPARE TO RECEIVE REMOTE VIRTUAL INSPECTION CALL
942	WHAT TO EXPECT DURING THE INSPECTION INSPECTION RESULTS
943	MAINTAINING RECORDS OF INSPECTIONS 4.0 TRAINING AND COMMUNICATION STAFF TRAINING
944	CUSTOMER/APPLICANT ADDITIONAL CONSIDERATIONS
945	5.0 APPENDIX A (EXAMPLES OF POTENTIAL ACTIVITIES)
948	ICC DIGITAL CODES LIBRARY
950	ICC ADDITIONAL CODE RESOURCES FROM ICC
951	ICC TRAINING
952	ICC ASSESSMENT CENTER
953	ICC DIGITAL CODES PREMIUM

OR MechanicalSpecialtyCode 2022 1stptg

Sun, 20 Oct 2024 05:45:48 +0000

This is a fully integrated custom code based on the 2021 International Mechanical Code® and 2021 International Fuel Gas Code®. Effective date: October 1, 2022

PDF Catalog

PDF Pages	PDF Title
1	2022 OREGON MECHANICAL SPECIALTY CODE
2	2022 OREGON MECHANICAL SPECIALTY CODE BASED ON THE 2021 INTERNATIONAL MECHANICAL CODE® AND THE 2021 INTERNATIONAL FUEL GAS CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
6	ARRANGEMENT AND FORMAT OF THE 2022 OMSC
12	TABLE OF CONTENTS
16	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY
18	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 CODE COMPLIANCE AGENCY SECTION 104 DUTIES AND POWERS OF THE BUILDING OFFICIAL SECTION 105 APPROVAL
19	SECTION 106 PERMITS
20	SECTION 107 CONSTRUCTION DOCUMENTS SECTION 108 NOTICE OF APPROVAL
21	SECTION 109 FEES
22	SECTION 110 SERVICE UTILITIES SECTION 111 TEMPORARY EQUIPMENT, SYSTEMS AND USES SECTION 112 INSPECTIONS AND TESTING
23	SECTION 113 MEANS OF APPEALS
24	SECTION 114 RESERVED SECTION 115 VIOLATIONS
25	SECTION 116 STOP WORK ORDER
26	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
40	CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL
41	SECTION 302 PROTECTION OF STRUCTURE
42	SECTION 303 EQUIPMENT AND APPLIANCE LOCATION SECTION 304 INSTALLATION
44	FIGURE 304.6 ILLUSTRATIONS OF NORMAL VEHICLE PATH AND RECOMMENDED TYPES OF PROTECTION
45	SECTION 305 PIPING SUPPORT TABLE 305.4 PIPING SUPPORT SPACINGa SECTION 306 ACCESS AND SERVICE SPACE
47	SECTION 307 CONDENSATE DISPOSAL TABLE 307.2.2 CONDENSATE DRAIN SIZING
48	SECTION 308 CLEARANCE REDUCTION
49	TABLE 308.4.2 CLEARANCE REDUCTION METHODSb SECTION 309 TEMPERATURE CONTROL
50	SECTION 310 HEATING AND COOLING LOAD CALCULATIONS
52	CHAPTER 4 VENTILATION SECTION 401 GENERAL TABLE 401.5 OPENING SIZES IN LOUVERS, GRILLES AND SCREENS PROTECTING AIR INTAKE OPENINGS SECTION 402 NATURAL VENTILATION
53	SECTION 403 MECHANICAL VENTILATION
54	TABLE 403.3.1.1 MINIMUM VENTILATION RATES
55	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
56	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
57	EQUATION 4-1 TABLE 403.3.1.1.1.2 ZONE AIR DISTRIBUTION EFFECTIVENESS EQUATION 4-2 EQUATION 4-3 EQUATION 4-4 EQUATION 4-5
58	TABLE 403.3.1.1.2.3.2 SYSTEM VENTILATION EFFICIENCY EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 EQUATION 4-9
59	TABLE 403.3.2.3 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR GROUP R-2, R-3 AND R-4 OCCUPANCIES SECTION 404 ENCLOSED PARKING GARAGES SECTION 405 SYSTEMS CONTROL SECTION 406 VENTILATION OF UNINHABITED SPACES SECTION 407 AMBULATORY CARE FACILITIES AND GROUP I-2 OCCUPANCIES
60	CHAPTER 5 EXHAUST SYSTEMS SECTION 501 GENERAL
61	SECTION 502 REQUIRED SYSTEMS EQUATION 5-1
67	SECTION 503 MOTORS AND FANS
68	SECTION 504 CLOTHES DRYER EXHAUST
69	TABLE 504.9.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION 505 DOMESTIC COOKING EXHAUST EQUIPMENT
70	SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT
75	SECTION 507 COMMERCIAL KITCHEN HOODS
77	TABLE 507.2.8 MINIMUM DISTANCE BETWEEN THE LOWEST EDGE OF A GREASE FILTER AND THE COOKING SURFACE OR THE HEATING SURFACE
79	SECTION 508 COMMERCIAL KITCHEN MAKEUP AIR SECTION 509 FIRE SUPPRESSION SYSTEMS SECTION 510 HAZARDOUS EXHAUST SYSTEMS
81	TABLE 510.8 MINIMUM DUCT THICKNESS TABLE 510.8.2 CLEARANCE TO COMBUSTIBLES
82	SECTION 511 DUST, STOCK AND REFUSE CONVEYING SYSTEMS TABLE 511.2 CONSTRUCTION, CLEARANCE AND TERMINATION REQUIREMENTS FOR SINGLE-WALL METAL CHIMNEYS
83	SECTION 512 SUBSLAB SOIL EXHAUST SYSTEMS SECTION 513 SMOKE CONTROL SYSTEMS
84	EQUATION 5-2
85	EQUATION 5-3
87	SECTION 514 ENERGY RECOVERY VENTILATION SYSTEMS
88	CHAPTER 6 DUCT SYSTEMS SECTION 601 GENERAL
89	SECTION 602 PLENUMS
91	SECTION 603 DUCT CONSTRUCTION AND INSTALLATION TABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITS
93	SECTION 604 INSULATION
94	SECTION 605 AIR FILTERS SECTION 606 SMOKE DETECTION SYSTEMS CONTROL
95	SECTION 607 DUCT AND TRANSFER OPENINGS TABLE 607.3.2.1 FIRE DAMPER RATING
100	SECTION 608 BALANCING
102	CHAPTER 7 COMBUSTION AIR SECTION 701 GENERAL
104	CHAPTER 8 CHIMNEYS AND VENTS SECTION 801 GENERAL
105	SECTION 802 VENTS TABLE 802.2 VENT APPLICATION
106	SECTION 803 CONNECTORS TABLE 803.9(1) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR LOW-HEAT APPLIANCES TABLE 803.9(2) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR MEDIUM- AND HIGH-HEAT APPLIANCES
107	TABLE 803.10.4 CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCES SECTION 804 DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT SYSTEMS
108	TABLE 803.10.6 CONNECTOR CLEARANCES TO COMBUSTIBLES SECTION 805 FACTORY-BUILT CHIMNEYS
109	SECTION 806 METAL CHIMNEYS
110	CHAPTER 9 SPECIFIC APPLIANCES, FIREPLACES AND SOLID FUEL-BURNING EQUIPMENT SECTION 901 GENERAL SECTION 902 MASONRY FIREPLACES SECTION 903 FACTORY-BUILT FIREPLACES SECTION 904 PELLET FUEL-BURNING APPLIANCES SECTION 905 FIREPLACE STOVES AND ROOM HEATERS SECTION 906 FACTORY-BUILT BARBECUE APPLIANCES SECTION 907 INCINERATORS AND CREMATORIES SECTION 908 COOLING TOWERS, EVAPORATIVE CONDENSERS AND FLUID COOLERS
111	SECTION 909 VENTED WALL FURNACES SECTION 910 FLOOR FURNACES
112	SECTION 911 DUCT FURNACES SECTION 912 INFRARED RADIANT HEATERS SECTION 913 CLOTHES DRYERS SECTION 914 SAUNA HEATERS SECTION 915 ENGINE AND GAS TURBINE-POWERED EQUIPMENT AND APPLIANCES SECTION 916 POOL AND SPA HEATERS
113	SECTION 917 COOKING APPLIANCES SECTION 918 FORCED-AIR WARM-AIR FURNACES SECTION 919 CONVERSION BURNERS SECTION 920 UNIT HEATERS SECTION 921 VENTED ROOM HEATERS SECTION 922 KEROSENE AND OIL-FIRED STOVES SECTION 923 SMALL CERAMIC KILNS
114	SECTION 924 STATIONARY FUEL CELL POWER SYSTEMS SECTION 925 MASONRY HEATERS SECTION 926 GASEOUS HYDROGEN SYSTEMS SECTION 927 RESERVED SECTION 928 EVAPORATIVE COOLING EQUIPMENT SECTION 929 SOLID FUEL-BURNING DEVICES
115	SECTION 930 UNVENTED ALCOHOL FUEL-BURNING DECORATIVE APPLIANCES SECTION 931 LARGE-DIAMETER CEILING FANS
116	CHAPTER 10 BOILERS, WATER HEATERS AND PRESSURE VESSELS SECTION 1001 GENERAL SECTION 1002 WATER HEATERS SECTION 1003 BOILERS AND PRESSURE VESSELS SECTION 1004 PERMITS REQUIRED SECTION 1005 DETAILED REQUIREMENTS
117	SECTION 1006 EXPANSION TANKS SECTION 1007 SAFETY OR RELIEF VALVE DISCHARGE SECTION 1008 GAS PRESSURE REGULATORS SECTION 1009 CLEARANCE FOR ACCESS SECTION 1010 BOILER ROOM ENCLOSURES SECTION 1011 FLOORS SECTION 1012 CHIMNEYS OR VENTS SECTION 1013 DRAINAGE SECTION 1014 FUEL SUPPLY PIPING SECTION 1015 AIR FOR COMBUSTION AND VENTILATION SECTION 1016 STEAM AND HOT WATER PIPING
118	CHAPTER 11 REFRIGERATION SECTION 1101 GENERAL TABLE 1101.2 FACTORY-BUILT EQUIPMENT AND APPLIANCES SECTION 1102 SYSTEM REQUIREMENTS
119	SECTION 1103 REFRIGERATION SYSTEM CLASSIFICATION
120	TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
121	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
122	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
123	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
124	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
125	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
126	SECTION 1104 SYSTEM APPLICATION REQUIREMENTS
127	TABLE 1104.3.2 MAXIMUM PERMISSIBLE QUANTITIES OF REFRIGERANTS SECTION 1105 MACHINERY ROOM, GENERAL REQUIREMENTS
128	EQUATION 11-1 EQUATION 11-2
130	SECTION 1106 MACHINERY ROOM, SPECIAL REQUIREMENTS TABLE 1106.4.2 MINIMUM EXHAUST RATES SECTION 1107 PIPING MATERIAL
131	TABLE 1107.4 REFRIGERANT PIPE TABLE 1107.5 REFRIGERANT PIPE FITTINGS TABLE 1107.5.1 COPPER BRAZED SWAGED CUP DEPTHS SECTION 1108 JOINTS AND CONNECTIONS
132	SECTION 1109 REFRIGERANT PIPE INSTALLATION
133	TABLE 1109.3.2 SHAFT VENTILATION VELOCITY
134	SECTION 1110 REFRIGERATION PIPING SYSTEM TEST
136	CHAPTER 12 HYDRONIC PIPING SECTION 1201 GENERAL SECTION 1202 MATERIAL TABLE 1202.4 HYDRONIC PIPE SECTION 1203 JOINTS AND CONNECTIONS
137	TABLE 1202.5 HYDRONIC PIPE FITTINGS
139	SECTION 1204 PIPE INSULATION SECTION 1205 VALVES SECTION 1206 PIPING INSTALLATION
140	SECTION 1207 TRANSFER FLUID SECTION 1208 TESTS SECTION 1209 EMBEDDED PIPING SECTION 1210 PLASTIC PIPE GROUND-SOURCE HEAT PUMP LOOP SYSTEMS
141	TABLE 1210.4 GROUND-SOURCE LOOP PIPE TABLE 1210.5 GROUND-SOURCE LOOP PIPE FITTINGS
144	CHAPTER 13 FUEL OIL PIPING AND STORAGE SECTION 1301 GENERAL SECTION 1302 MATERIAL TABLE 1302.3 FUEL OIL PIPING AND FITTINGS SECTION 1303 JOINTS AND CONNECTIONS
145	SECTION 1304 PIPING SUPPORT SECTION 1305 FUEL OIL SYSTEM INSTALLATION
146	SECTION 1306 OIL GAUGING SECTION 1307 FUEL OIL VALVES SECTION 1308 TESTING
148	CHAPTER 14 SOLAR THERMAL SYSTEMS SECTION 1401 GENERAL SECTION 1402 DESIGN AND INSTALLATION
150	SECTION 1403 HEAT TRANSFER FLUIDS SECTION 1404 LABELING
152	CHAPTER 15 REFERENCED STANDARDS ACCA AHRI AMCA ANSI ASHRAE
153	ASME
154	ASSE ASSP ASTM
158	AWS AWWA CSA
159	FDA FS ICC IIAR
160	MSS NAIMA NFPA
161	NSF SMACNA UL
166	APPENDIX A CHIMNEY CONNECTOR PASS-THROUGHS SECTION A101 CHIMNEY CONNECTOR SYSTEMS FIGURE A101.1(1) CHIMNEY CONNECTOR SYSTEMS
167	FIGURE A101.1(2) CHIMNEY CONNECTOR SYSTEMS
168	APPENDIX B RECOMMENDED PERMIT FEE SCHEDULE SECTION B101 MECHANICAL WORK, OTHER THAN GAS PIPING SYSTEMS SECTION B102 FEE FOR REINSPECTION SECTION B103 TEMPORARY OPERATION INSPECTION FEE SECTION B104 SELF-CONTAINED UNITS LESS THAN 2 TONS
170	APPENDIX C FUEL GAS SECTION C101 SCOPE AND GENERAL REQUIREMENTS SECTION C102 NOTICE OF APPROVAL
171	SECTION C103 SERVICE UTILITIES SECTION C104 TEMPORARY EQUIPMENT, SYSTEMS AND USES SECTION C105 INSPECTIONS AND TESTING SECTION C201 FUEL GAS DEFINITIONS
172	SECTION C202 GENERAL DEFINITIONS
176	SECTION C301 GENERAL REGULATIONS SECTION C302 STRUCTURAL SAFETY SECTION C303 APPLIANCE LOCATION
177	SECTION C304 COMBUSTION, VENTILATION AND DILUTION AIR
178	EQUATION C3-1 EQUATION C3-2 FIGURE C304.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section C304.5.3) FIGURE C304.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section C304.6.1)
179	FIGURE C304.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section C304.6.1) FIGURE C304.6.1(3) ALL AIR FROM OUTDOORS (see Section C304.6.1) FIGURE C304.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM THE OUTDOORS (see Section C304.6.2)
180	SECTION C305 INSTALLATION
181	SECTION C306 ACCESS AND SERVICE SPACE
182	SECTION C307 CONDENSATE DISPOSAL
183	SECTION C308 CLEARANCE REDUCTION TABLE C308.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa through k
184	FIGURE C308.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM APPLIANCE OR VENT CONNECTIONS FIGURE C308.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE C308.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
185	SECTION C309 ELECTRICAL SECTION C310 ELECTRICAL BONDING SECTION C401 GAS PIPING INSTALLATIONS
186	SECTION C402 PIPE SIZING EQUATION C4-1 EQUATION C4-2
187	TABLE C402.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
188	TABLE C402.4(1) SCHEDULE 40 METALLIC PIPE
189	TABLE C402.4(2) SCHEDULE 40 METALLIC PIPE
190	TABLE C402.4(3) SCHEDULE 40 METALLIC PIPE
191	TABLE C402.4(4) SCHEDULE 40 METALLIC PIPE
192	TABLE C402.4(5) SCHEDULE 40 METALLIC PIPE
193	TABLE C402.4(6) SCHEDULE 40 METALLIC PIPE
194	TABLE C402.4(7) SCHEDULE 40 METALLIC PIPE
195	TABLE C402.4(8) SEMIRIGID COPPER TUBING
196	TABLE C402.4(9) SEMIRIGID COPPER TUBING
197	TABLE C402.4(10) SEMIRIGID COPPER TUBING
198	TABLE C402.4(11) SEMIRIGID COPPER TUBING
199	TABLE C402.4(12) SEMIRIGID COPPER TUBING
200	TABLE C402.4(13) SEMIRIGID COPPER TUBING
201	TABLE C402.4(14) SEMIRIGID COPPER TUBING
202	TABLE C402.4(15) CORRUGATED STAINLESS STEEL TUBING (CSST)
203	TABLE C402.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
204	TABLE C402.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
205	TABLE C402.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
206	TABLE C402.4(19) CORRUGATED STAINLESS STEEL TUBING (CSST)
207	TABLE C402.4(20) POLYETHYLENE PLASTIC PIPE
208	TABLE C402.4(21) POLYETHYLENE PLASTIC PIPE
209	TABLE C402.4(22) POLYETHYLENE PLASTIC PIPE
210	TABLE C402.4(23) POLYETHYLENE PLASTIC TUBING TABLE C402.4(24) POLYETHYLENE PLASTIC TUBING
211	TABLE C402.4(25) SCHEDULE 40 METALLIC PIPE
212	TABLE C402.4(26) SCHEDULE 40 METALLIC PIPE
213	TABLE C402.4(27) SCHEDULE 40 METALLIC PIPE
214	TABLE C402.4(28) SCHEDULE 40 METALLIC PIPE
215	TABLE C402.4(29) SEMIRIGID COPPER TUBING
216	TABLE C402.4(30) SEMIRIGID COPPER TUBING
217	TABLE C402.4(31) SEMIRIGID COPPER TUBING
218	TABLE C402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST)
219	TABLE C402.4(33) CORRUGATED STAINLESS STEEL TUBING (CSST)
220	TABLE C402.4(34) CORRUGATED STAINLESS STEEL TUBING (CSST)
221	TABLE C402.4(35) POLYETHYLENE PLASTIC PIPE
222	TABLE C402.4(36) POLYETHYLENE PLASTIC PIPE
223	TABLE C402.4(37) POLYETHYLENE PLASTIC TUBING
224	SECTION C403 PIPING MATERIALS
225	TABLE C403.8.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
226	SECTION C404 PIPING SYSTEM INSTALLATION
228	SECTION C405 PIPING BENDS AND CHANGES IN DIRECTION
229	SECTION C406 INSPECTION, TESTING AND PURGING
230	SECTION C407 PIPING SUPPORT SECTION C408 DRIPS AND SLOPED PIPING FIGURE C408.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION C409 SHUTOFF VALVES
231	TABLE C409.1.1 MANUAL GAS VALVE STANDARDS SECTION C410 FLOW CONTROLS
232	SECTION C411 APPLIANCE AND MANUFACTURED HOME CONNECTIONS
233	SECTION C412 LIQUEFIED PETROLEUM GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION C413 COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION C414 SUPPLEMENTAL AND STANDBY GAS SUPPLY
234	SECTION C415 PIPING SUPPORT INTERVALS TABLE C415.1 SUPPORT OF PIPING SECTION C416 FUEL GAS EQUIPMENT AND INSTALLATIONS IN MANUFACTURED STRUCTURE (MOBILE HOME OR RECREATIONAL VEHICLE) PARKS TABLE C416.1 MINIMUM DEMAND FACTORS FOR CACULATING GAS PIPING SYSTEMS IN MANUFACTURED STRUCTURE PARKS SECTION C417 OVERPRESSURE PROTECTION DEVICES
235	SECTION C501 CHIMNEYS AND VENTS
237	SECTION C502 VENTS SECTION C503 VENTING OF APPLIANCES
238	TABLE C503.4 TYPE OF VENTING SYSTEM TO BE USED
241	FIGURE C503.6.5 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
243	TABLE C503.8 THROUGH-THE-WALL VENT TERMINAL CLEARANCE
244	FIGURE C503.8 THROUGH-THE-WALL VENT TERMINAL CLEARANCE
245	TABLE C503.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES TABLE C503.10.2.5 MINIMUM THICKNESS FOR STEEL VENT CONNECTORS FOR MEDIUM-HEAT APPLIANCES
246	TABLE C503.10.5 CLEARANCES FOR CONNECTORSa
247	SECTION C504 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
249	TABLE C504.3.2 MAXIMUM VENT CONNECTOR LENGTH
252	SECTION C505 DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION C506 FACTORY-BUILT CHIMNEYS
253	TABLE C504.2(1) TYPE B DOUBLE-WALL GAS VENT
254	TABLE C504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
255	TABLE C504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
256	TABLE C504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
257	TABLE C504.2(2) TYPE B DOUBLE-WALL GAS VENT
258	TABLE C504.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
259	TABLE C504.2(3) MASONRY CHIMNEY
260	TABLE C504.2(3)—continued MASONRY CHIMNEY
261	TABLE C504.2(4) MASONRY CHIMNEY
262	TABLE C504.2(4)—continued MASONRY CHIMNEY
263	TABLE C504.2(5) SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT
264	TABLE C504.2(6) EXTERIOR MASONRY CHIMNEY
265	TABLE C504.3(1) TYPE B DOUBLE-WALL VENT
266	TABLE C504.3(1)—continued TYPE B DOUBLE-WALL VENT
267	TABLE C504.3(2) TYPE B DOUBLE-WALL VENT
268	TABLE C504.3(3) MASONRY CHIMNEY
269	TABLE C504.3(4) MASONRY CHIMNEY
270	TABLE C504.3(5) SINGLE-WALL METAL PIPE OR TYPE ASBESTOS CEMENT VENT
271	TABLE C504.3(6a) EXTERIOR MASONRY CHIMNEY TABLE C504.3(6b) EXTERIOR MASONRY CHIMNEY TABLE C504.3(6b)—continued EXTERIOR MASONRY CHIMNEY
272	TABLE C504.3(7a) EXTERIOR MASONRY CHIMNEY TABLE C504.3(7b) EXTERIOR MASONRY CHIMNEY TABLE C504.3(7b)—continued EXTERIOR MASONRY CHIMNEY
273	SECTION C601 SPECIFIC APPLIANCES SECTION C602 DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION C603 LOG LIGHTERS SECTION C604 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION C605 VENTED GAS FIREPLACE HEATERS SECTION C606 INCINERATORS AND CREMATORIES SECTION C607 COMMERCIAL-INDUSTRIAL INCINERATORS SECTION C608 VENTED WALL FURNACES SECTION C609 FLOOR FURNACES
274	SECTION C610 DUCT FURNACES SECTION C611 NONRECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS
275	SECTION C612 RECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS SECTION C613 CLOTHES DRYERS SECTION C614 CLOTHES DRYER EXHAUST SECTION C615 SAUNA HEATERS SECTION C616 ENGINE AND GAS TURBINE-POWERED EQUIPMENT
276	SECTION C617 POOL AND SPA HEATERS SECTION C618 FORCED-AIR WARM-AIR FURNACES SECTION C619 CONVERSION BURNERS
277	SECTION C620 UNIT HEATERS SECTION C621 UNVENTED ROOM HEATERS SECTION C622 VENTED ROOM HEATERS SECTION C623 COOKING APPLIANCES
278	SECTION C624 WATER HEATERS SECTION C625 REFRIGERATORS SECTION C626 GAS-FIRED TOILETS SECTION C627 AIR-CONDITIONING APPLIANCES
279	SECTION C628 ILLUMINATING APPLIANCES SECTION C629 SMALL CERAMIC KILNS SECTION C630 INFRARED RADIANT HEATERS
280	SECTION C631 BOILERS SECTION C632 RESERVED SECTION C633 STATIONARY FUEL-CELL POWER SYSTEMS SECTION C634 GASEOUS HYDROGEN SYSTEMS SECTION C635 OUTDOOR DECORATIVE APPLIANCES SECTION C701 GASEOUS HYDROGEN SYSTEMS, GENERAL SECTION C702 GENERAL DEFINITIONS SECTION C703 GENERAL REQUIREMENTS
281	SECTION C704 PIPING, USE AND HANDLING
282	SECTION C705 TESTING OF HYDROGEN PIPING SYSTEMS
283	SECTION C706 LOCATION OF GASEOUS HYDROGEN SYSTEMS SECTION C707 OPERATION OF GASEOUS HYDROGEN SYSTEMS SECTION C708 DESIGN OF LIQUEFIED HYDROGEN SYSTEMS ASSOCIATED WITH HYDROGEN VAPORIZATION OPERATIONS
284	SECTION C801 REFERENCED STANDARDS ANSI
285	ASME
286	ASTM
287	CGA CSA DOTn MSS NFPA
288	UL
290	APPENDIX C-A SIZING AND CAPACITIES OF GAS PIPING SECTION C-A101 GENERAL PIPING CONSIDERATIONS SECTION C-A102 DESCRIPTION OF TABLES
291	TABLE C-A102.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
292	TABLE C-A102.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
293	TABLE C-A102.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 SECTION C-A103 USE OF CAPACITY TABLES
295	TABLE C-A103.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS SECTION C-A104 USE OF SIZING EQUATIONS
296	SECTION C-A105 PIPE AND TUBE DIAMETERS TABLE C-A105.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE C-A105.2 COPPER TUBE STANDARD SIZES TABLE C-A105.2-continued COPPER TUBE STANDARD SIZES SECTION C-A106 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
297	FIGURE C-A106.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
298	FIGURE C-A106.2 PIPING PLAN SHOWING A CSST SYSTEM FIGURE C-A106.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
299	FIGURE C-A106.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
302	APPENDIX C-B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS SECTION C-B101 EXAMPLES USING SINGLE-APPLIANCE VENTING TABLES FIGURE C-B101.1 EXAMPLE 1—SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
303	FIGURE C-B101.2 EXAMPLE 2—SINGLE FAN-ASSISTED APPLIANCE FIGURE C-B101.4(1) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT
304	FIGURE C-B101.4(2) TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR FIGURE C-B101.4(3) VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE C-B101.4(4) VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE C-B101.4(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
305	SECTION C-B102 EXAMPLES USING COMMON VENTING TABLES FIGURE C-B102.1 EXAMPLE 4—COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES
306	FIGURE C-B102.2 EXAMPLE 5A—COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT
307	TABLE C-B102.3 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
308	FIGURE C-B102.5(1) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE C-B102.5(2) VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE C-B102.5(3) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE C-B102.5(4) MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS
309	FIGURE C-B102.5(5) ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE C-B102.5(6) USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE C-B102.5(7) USE OF OFFSET COMMON VENT
310	FIGURE C-B102.5(8) MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE C-B102.5(9) MULTISTORY VENT SYSTEMS
311	FIGURE C-B102.5(10) NATIONAL FUEL GAS CODE 99-PERCENT WINTER DESIGN TEMPERATURES FOR THE CONTIGUOUS UNITED STATES
312	APPENDIX C-CEXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS SECTION C-C101 GENERAL FIGURE C-C101.1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
314	APPENDIX C-D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION SECTION C-D101 GENERAL SECTION C-D102 OCCUPANT AND INSPECTOR SAFETY
315	SECTION C-D103 GAS PIPING AND CONNECTIONS INSPECTIONS SECTION C-D104 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
316	SECTION C-D105 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING
317	SECTION C-D106 APPLIANCE-SPECIFIC INSPECTIONS
318	TABLE C-D106 CO THRESHOLDS
319	TABLE C-D106—continued CO THRESHOLDS
320	INDEX MECHANICAL INDEX
326	FUEL GAS INDEX
330	ADDITIONAL CODE RESOURCES FROM ICC
331	ICC EVALUATION SERVICE
332	ICC ASSESSMENT CENTER
333	ICC DIGITAL CODES PREMIUM

OR ResidentialCode 2021 1stptg

Sun, 20 Oct 2024 03:28:06 +0000

This is a fully integrated code based on the 2018 International Residential Code. This code does not contain Electrical or Plumbing provisions. Effective date April 1, 2021 with a six month phase in period -Mandatory October 1, 2021

PDF Catalog

PDF Pages	PDF Title
1	2021 OREGON RESIDENTIAL SPECIALTY CODE
2	2021 OREGON RESIDENTIAL SPECIALTY CODE BASED ON THE 2018 INTERNATIONAL RESIDENTIAL CODE®
3	COPYRIGHT
4	PREFACE
6	TABLE OF CONTENTS
12	PART I—ADMINISTRATION CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION R101 GENERAL
14	SECTION R102 APPLICABILITY
16	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103 DEPARTMENT OF BUILDING SAFETY SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
18	SECTION R105 PERMITS
20	SECTION R106 CONSTRUCTION DOCUMENTS
21	SECTION R107 TEMPORARY STRUCTURES AND USES SECTION R108 FEES
23	SECTION R109 INSPECTIONS
24	SECTION R110 CERTIFICATE OF OCCUPANCY
25	SECTION R111 SERVICE UTILITIES SECTION R112 BOARD OF APPEALS SECTION R113 VIOLATIONS
26	SECTION R114 STOP WORK ORDER SECTION R115 PREFABRICATED CONSTRUCTION SECTION R116 INSPECTION CARD SECTION R117 MOVED BUILDINGS SECTION R118 HISTORIC BUILDINGS
28	PART II—DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
42	PART III—BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA
43	TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
44	TABLE R301.2.1(1) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)
45	FIGURE R301.2.1(1) COMPONENT AND CLADDING PRESSURE ZONES TABLE R301.2.1(2) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2.1(1)
46	TABLE R301.2.1.2 WIND SPEED CONVERSIONSa FIGURE R301.2.1a,b OREGON SPECIAL WIND REGIONS
47	TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION FIGURE R301.2.2.1 SEISMIC DESIGN CATEGORIES
49	FIGURE R301.2.2.6(1) BRACED WALL PANELS OUT OF PLANE FIGURE R301.2.2.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SETBACK FIGURE R301.2.2.6(3) FLOOR OR ROOF NOT SUPPORTED AT ALL EDGES FIGURE R301.2.2.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE
50	FIGURE R301.2.2.6(5) BRACED WALL PANEL EXTENSION OVER OPENING FIGURE R301.2.2.6(6) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS
51	FIGURE R301.2.2.6(7) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY FIGURE R301.2.2.6(8) BRACED WALL LINES NOT PERPENDICULAR TABLE R301.2.3.1 GROUND SNOW LOAD ADJUSTMENT
52	TABLE R301.5 MINIMUM LIVE LOADS TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa
53	SECTION R302 FIRE-RESISTANT CONSTRUCTION TABLE R302.1 EXTERIOR WALLS
54	FIGURE R302.2.1(1) TWO 1-HOUR FIREWALLS PERPENDICULAR TO COMMON PROPERTY LINE
55	FIGURE R302.2.1(2) TWO 1-HOUR FIREWALLS PARALLEL TO COMMON PROPERTY LINE
56	FIGURE R302.2.1(3) “MODIFIED” 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE
57	FIGURE R302.2.1(4) “MODIFIED” 2-HOUR FIREWALL PARALLEL TO COMMON PROPERTY LINE
58	FIGURE R302.2.4 STRINGER PENETRATIONS OF FIREWALL AT COMMON PROPERTY LINE
59	FIGURE R302.2.4.1 DECK CONSTRUCTION LESS THAN THREE FEET FROM COMMON PROPERTY LINES
61	FIGURE R302.2.4.2 COVERED PORCH AT COMMON PROPERTY LINE
62	FIGURE R302.2.4.3 EXTERIOR STAIRWAY
64	FIGURE R302.2.6.1 FIRE-RESISTANCE RATED ROOF/CEILING CONSTRUCTION “MUSHROOM” ATTIC ENCLOSURE FRAMING PARALLEL TO COMMON PROPERTY LINE
65	FIGURE R302.2.6.3(1) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES FIGURE R302.2.6.3(2) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES
66	FIGURE R302.2.6.3(3) RATED CRICKET GREATER THAN 30 INCHES TABLE R302.2.6.4 STRUCTURAL PROJECTIONS LOCATED LESS THAN 3 FEET OF ANY PROPERTY LINE
67	FIGURE R302.2.7 STRUCTURAL DESIGN APPROACH
69	FIGURE R302.2.11 FOUNDATION AND FOOTING CONSTRUCTION
71	FIGURE R302.4.2.1 MEMBRANE PENETRATIONS FOR MODIFIED 2-HOUR WALLS
72	TABLE R302.6 DWELLING-GARAGE SEPARATIONa
74	SECTION R303 LIGHT, VENTILATION AND HEATING
75	SECTION R304 MINIMUM ROOM AREAS SECTION R305 CEILING HEIGHT
76	SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES FIGURE R307.1 MINIMUM FIXTURE CLEARANCES SECTION R308 GLAZING
77	TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 FIGURE R308.4.2 GLAZING ADJACENT TO DOOR
79	FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS
80	SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
82	SECTION R311 MEANS OF EGRESS
85	SECTION R312 GUARDS AND WINDOW FALL PROTECTION
86	SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS SECTION R314 SMOKE ALARMS
87	SECTION R315 CARBON MONOXIDE ALARMS
88	SECTION R316 PLASTIC
90	SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY
92	SECTION R318 MOISTURE CONTROL SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
95	SECTION R323 STORM SHELTERS SECTION R324 SOLAR ENERGY SYSTEMS
96	SECTION R325 MEZZANINES SECTION R326 HABITABLE ATTIC SECTION R327 WILDFIRE HAZARD MITIGATION
100	SECTION R328 DETACHED GROUP R ACCESSORY STRUCTURES (GROUP U)
101	TABLE R328.4 ALLOWABLE AREA INCREASE DETACHED GROUP R ACCESSORY BUILDINGS SECTION R329 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R330 STATIONARY STORAGE BATTERY SYSTEMS
102	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa SECTION R402 MATERIALS
103	TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION R403 FOOTINGS
104	TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)
105	FIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C
106	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
107	FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
108	FIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D0, D1 AND D2
111	FIGURE R403.1.9.1 FOUNDATION CLEARANCE FROM SLOPES
112	FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
113	FIGURE R403.3(2) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
114	FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING
115	TABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches)
116	SECTION R404 FOUNDATION AND RETAINING WALLS
117	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf
118	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHES
119	TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHES
120	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHES
121	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE FOUNDATION WALLS TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
122	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
123	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
124	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
125	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
126	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
127	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS
128	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL
133	FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
134	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
135	SECTION R405 FOUNDATION DRAINAGE SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
136	TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
137	SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE
140	CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
141	FIGURE R502.2 FLOOR CONSTRUCTION
142	TABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
143	TABLE R502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
144	TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
145	TABLE R502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES
146	TABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY
147	TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY TABLE R502.5 ALLOWABLE SPANS FOR GIRDERS SUPPORTING ONLY ONE FLOORa
148	FIGURE R502.8 CUTTING, NOTCHING AND DRILLING
149	FIGURE R502.9 POST AND BEAM CONNECTIONS
150	SECTION R503 FLOOR SHEATHING TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEAT
151	TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
152	TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa SECTION R504 PRESSURE PRESERVATIVE TREATED WOOD FLOORS (ON GROUND) SECTION R505 COLD-FORMED STEEL FLOOR FRAMING
153	FIGURE R505.1.2 IN-LINE FRAMING
154	TABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS FIGURE R505.2.3(1) C-SHAPED SECTION FIGURE R505.2.3(2) TRACK SECTION
155	FIGURE R505.2.6.1 FLOOR JOIST WEB HOLES FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH
156	TABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS
157	TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION
158	FIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION
159	FIGURE R505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION FIGURE R505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION
160	FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
161	FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
162	TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANS
163	FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP)
164	FIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS FIGURE R505.3.4(2) BEARING STIFFENER
165	FIGURE R505.3.7 TRACK SPLICE FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING
166	FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPE
167	FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING SECTION R506 CONCRETE FLOORS (ON GROUND) SECTION R507 EXTERIOR DECKS
168	TABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS
169	FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION TABLE R507.4 DECK POST HEIGHTa
170	TABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS
172	FIGURE R507.5 TYPICAL DECK JOIST SPANS TABLE R507.5 DECK BEAM SPAN LENGTHS
173	FIGURE R507.5.1(1) DECK BEAM TO DECK POST FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION
174	FIGURE R507.6 TYPICAL DECK JOIST SPANS
175	TABLE R507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES TABLE R507.7 MAXIMUM JOIST SPACING FOR DECKING TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOISTa
176	TABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
177	FIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS
178	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
179	TABLE R602.3(1) FASTENING SCHEDULE
180	TABLE R602.3(1)—continued FASTENING SCHEDULE
181	TABLE R602.3(1) FASTENING SCHEDULE—continued
182	TABLE R602.3(1)—continued FASTENING SCHEDULE
183	TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS
184	TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
185	TABLE R602.3(2)—continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1) TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING
186	TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa
187	FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
188	FIGURE R602.3(2) FRAMING DETAILS
189	FIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
190	FIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLSFor SI: 1 inch = 25.4 mm.FIGURE R602.6.1TOP PLATE FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
191	TABLE R602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS
192	TABLE R602.7(1)—continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS
193	TABLE R602.7(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES
194	FIGURE R602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE R602.7.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION
195	TABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
196	TABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa
197	FIGURE R602.10.1.1 BRACED WALL LINES TABLE R602.10.1.3 BRACED WALL LINE SPACING
198	FIGURE R602.10.1.4 ANGLED WALLS FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS
200	TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
201	TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
202	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
203	TABLE R602.10.3(1)—continued BRACING REQUIREMENTS BASED ON WIND SPEED
204	TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
205	TABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
206	TABLE R602.10.3(3)—continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
207	TABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
208	TABLE R602.10.4 BRACING METHODS
209	TABLE R602.10.4—continued BRACING METHODS
211	TABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
212	FIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
213	FIGURE R602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE R602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
214	FIGURE R602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
215	TABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa
216	FIGURE R602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
217	TABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS
218	FIGURE R602.10.6.5 METHOD BV-WSP—WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2
219	FIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
220	FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING
221	FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING
222	FIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
223	FIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
224	FIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION
226	FIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING SECTION R603 COLD-FORMED STEEL WALL FRAMING
227	TABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE
228	FIGURE R602.12.5 BRACING UNIT DISTRIBUTION FIGURE R603.1.2 IN-LINE FRAMING TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES
229	FIGURE R603.2.3(1) C-SHAPED SECTION FIGURE R603.2.3(2) TRACK SECTION FIGURE R603.2.6.1 WALL STUD WEB HOLES
230	FIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH
231	TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa
232	FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
233	FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR
234	TABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS TABLE R603.3.2(1) WALL FASTENING SCHEDULEa
235	TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
236	TABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
237	TABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
238	TABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
239	TABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
240	TABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
241	TABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
242	TABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
243	TABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
244	TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
245	TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
246	TABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
247	TABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
248	TABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
249	TABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
250	TABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT
251	TABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT
252	FIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
253	FIGURE R603.3.5 TRACK SPLICE FIGURE R603.4 CORNER FRAMING
254	FIGURE R603.6(1) BOX BEAM HEADER FIGURE R603.6(2) BACK-TO-BACK HEADER
255	TABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS
256	TABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS
257	TABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS
258	TABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS
259	TABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS
260	TABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS
261	FIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL
262	TABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS TABLE R603.8 HEAD AND SILL TRACK SPAN
263	FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN
264	TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL
265	TABLE R603.9.5(1) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
266	TABLE R603.9.5(2) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
267	TABLE R603.9.5(3) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
268	TABLE R603.9.5(4) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
269	TABLE R606.2.8 MORTAR PROPORTIONSa
270	TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION
271	TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
273	TABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
274	TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
275	FIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF
276	FIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
277	FIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2
278	TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
279	TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1 TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
280	SECTION R607 GLASS UNIT MASONRY
281	FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
282	SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION
283	TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa FIGURE R608.3(1) FLAT WALL SYSTEM
284	FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM
286	TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE R608.5.4(1) LAP SPLICES
287	FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE R608.5.4(3) STANDARD HOOKS
288	TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL
290	FIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAMED SECOND STORY FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING
291	TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
292	TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS
293	TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
294	TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
296	EQUATION R6-1 EQUATION R6-2
297	TABLE R608.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY
298	TABLE R608.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY
299	TABLE R608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
300	TABLE R608.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
301	TABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
302	TABLE R608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
303	TABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET
304	TABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS
305	FIGURE R608.7(1) MINIMUM SOLID WALL LENGTH
306	FIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
307	FIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
308	FIGURE R608.8(1) REINFORCEMENT OF OPENINGS
309	FIGURE R608.8(2) LINTEL FOR FLAT WALLS
310	FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS
311	FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS
312	TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS
313	TABLE R608.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
314	TABLE R608.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
315	TABLE R608.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
316	TABLE R608.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
317	TABLE R608.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
318	TABLE R608.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
319	TABLE R608.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
320	TABLE R608.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
321	TABLE R608.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
322	TABLE R608.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
323	TABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
324	TABLE R608.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
325	TABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
326	TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONBEARING WALLS
327	TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONBEARING WALLS TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
328	SECTION R609 EXTERIOR WINDOWS AND DOORS
329	FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
330	TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa
331	FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
332	TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
333	FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR
334	TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
335	FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
336	TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
337	FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
338	TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa
339	FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
340	TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
341	FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
342	TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
343	FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
344	TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
345	FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
346	TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
347	FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
348	TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
349	FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
350	TABLE R608.9(11) COLD-FORMED STEEL TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
351	FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
352	TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
354	FIGURE R609.7.2(1) THROUGH THE FRAME FIGURE R609.7.2(2) FRAME CLIP FIGURE R609.7.2(3) THROUGH THE FRAME FIGURE R609.7.2(4) FRAME CLIP
355	FIGURE R609.7.2(5) THROUGH THE FLANGE FIGURE R609.7.2(6) THROUGH THE FLANGE FIGURE R609.7.2(7) FRAME CLIP FIGURE R609.7.2(8) THROUGH THE FLANGE
356	SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION FIGURE R610.4 SIP WALL PANEL
358	TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)
359	TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)
360	FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
361	FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
362	FIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION
363	FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R610.5.4 SIP CORNER FRAMING DETAIL
364	FIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS TABLE R610.8 MAXIMUM SPANS FOR 11 7/8-INCH OR DEEPER SIP HEADERS
366	CHAPTER 7 WALL COVERING SECTION R701 GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER
367	TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
369	TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS
370	TABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.4.2 BACKER BOARD MATERIALS SECTION R703 EXTERIOR COVERING
371	TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION
372	TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
373	TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
374	TABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
375	FIGURE R703.4(1) KICKOUT FLASHING TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS
377	TABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS
378	FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILSe
379	FIGURE R703.8—continued TYPICAL MASONRY VENEER WALL DETAILSe
380	TABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
381	FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
382	TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.8.3.2 MASONRY VENEER OPENING
383	TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
384	TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHING
385	TABLE R703.11.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING
387	TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
388	TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
389	TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
390	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
392	TABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES
393	TABLE R802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
394	TABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES
395	TABLE R802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
396	TABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES
397	TABLE R802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
398	TABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES
399	TABLE R802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
400	TABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES
401	TABLE R802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
402	TABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES
403	TABLE R802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
404	TABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES
405	TABLE R802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
406	TABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES
407	TABLE R802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES
408	FIGURE R802.4.5 BRACED RAFTER CONSTRUCTION
409	TABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
410	TABLE R802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
411	TABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
412	TABLE R802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES
413	TABLE R802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS
414	FIGURE R802.7.1.1 RAFTER NOTCH
415	FIGURE R802.7.1.2 CEILING JOIST TAPER CUT
416	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
417	TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION
418	TABLE R802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)
419	SECTION R804 COLD-FORMED STEEL ROOF FRAMING FIGURE R804.1.2 IN-LINE FRAMING
420	TABLE R804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES FIGURE R804.2.3(1) C-SHAPED SECTION FIGURE R804.2.3(2) TRACK SECTION
421	FIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES
422	FIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH
423	FIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa
424	TABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)
425	TABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE) TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa
426	FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL
427	FIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE R804.3.1.4 SPLICED CEILING JOISTS
428	FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
429	TABLE R804.3.2.1(1) ROOF RAFTER SPANS TABLE R804.3.2.1(2) BASIC DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
430	FIGURE R804.3.2.4 RIDGE MEMBER CONNECTION TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa
431	FIGURE R804.3.5(1) ROOF OR CEILING OPENING
432	FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET
433	FIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
434	FIGURE R804.3.7.2 ROOF BLOCKING DETAIL SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
435	SECTION R807 ATTIC ACCESS
436	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION SECTION R904 MATERIALS
437	SECTION R905 REQUIREMENTS FOR ROOF COVERINGS TABLE R905.1.1(1) UNDERLAYMENT TYPES
438	TABLE R905.1.1(2) UNDERLAYMENT APPLICATION TABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT
439	TABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES
440	TABLE R905.2.8.2 VALLEY LINING MATERIAL
441	TABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT
442	TABLE R905.6.5 SLATE SHINGLE HEADLAP TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES
443	TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
444	TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
445	TABLE R905.10.3(1) METAL ROOF COVERING STANDARDS TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
446	TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
447	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SECTION R908 REROOFING
450	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES
451	TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
452	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
453	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS
454	SECTION R1003 MASONRY CHIMNEYS
456	TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
457	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
458	FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES FIGURE R1003.20 CHIMNEY CRICKET TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES
459	SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY
460	CHAPTER 11 ENERGY EFFICIENCY PART I—ENERGY CONSERVATION SECTION N1101 SCOPE TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS
461	TABLE N1101.1(1) PRESCRIPTIVE ENVELOPE REQUIREMENTSa
462	TABLE N1101.1(2) ADDITIONAL MEASURES TABLE N1101.3 SMALL ADDITION ADDITIONAL MEASURES (select one)
463	SECTION N1102 DEFINITIONS
464	SECTION N1103 ALTERNATIVE SYSTEMS SECTION N1104 EXTERIOR ENVELOPE REQUIREMENTS
466	TABLE N1104.1(1) RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS
467	TABLE N1104.1(2) APPROVED DEFAULT U-FACTORS
469	TABLE N1104.8 AIR BARRIER INSTALLATION AND AIR SEALING REQUIREMENTS SECTION N1105 HEATING, VENTILATING AND AIR-CONDITIONING SYSTEMS
470	SECTION N1106 PIPING INSULATION SECTION N1107 LIGHTING
471	SECTION N1108 PLUMBING FIXTURE EFFICIENCY PART II—ALTERNATIVE SYSTEMS ANALYSIS SECTION NA1109 ALTERNATIVE SYSTEMS ANALYSIS TABLE NA1109.2 BASIS FOR COMPARISON
472	TABLE NA1109.2.2 THERMOSTAT SETTINGS
474	PART V—MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS
476	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION M1301 GENERAL SECTION M1302 APPROVAL SECTION M1303 LABELING OF APPLIANCES SECTION M1304 TYPE OF FUEL SECTION M1305 APPLIANCE ACCESS
477	SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
478	SECTION M1307 APPLIANCE INSTALLATION
479	TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
480	FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
481	FIGURE M1307.3.1 TYPICAL MOTOR VEHICLE IMPACT PROTECTION
482	SECTION M1308 MECHANICAL SYSTEMS INSTALLATION SECTION M1309 PIPING SUPPORT
483	TABLE M1309.4 HANGER SPACING INTERVALS
484	CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS SECTION M1406 RADIANT HEATING SYSTEMS
485	SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES
486	SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT
487	SECTION M1412 ABSORPTION COOLING EQUIPMENT
488	SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS
490	CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST
491	TABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION M1503 DOMESTIC COOKING EXHAUST EQUIPMENT
492	SECTION M1504 EXHAUST DUCTS AND EXHAUST OPENINGS TABLE M1504.2 PRESCRIPTIVE EXHAUST DUCT SIZING
493	SECTION M1505 MECHANICAL VENTILATION EQUATION 15-1 TABLE M1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1505.4.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS
494	TABLE M1505.5 EXHAUST RATES FOR RESIDENTIAL DWELLINGS
496	CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION
497	TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
498	SECTION M1602 RETURN AIR
499	SECTION M1603 SMOKE AND FIRE DAMPER
500	CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL
502	CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL
503	SECTION M1802 VENT COMPONENTS SECTION M1803 CHIMNEY AND VENT CONNECTORS TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa
504	SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART
505	SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
506	CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS SECTION M1901 RANGES AND OVENS SECTION M1902 SAUNA HEATERS SECTION M1903 ENGINE AND GAS TURBINE-POWERED EQUIPMENT SECTION M1904 SMALL CERAMIC KILNS
507	SECTION M1905 STATIONARY FUEL CELL POWER PLANTS SECTION M1906 GASEOUS HYDROGEN SYSTEMS
508	CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS
509	TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS SECTION M2006 POOL HEATERS
510	CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS
511	TABLE M2101.1 HYDRONIC PIPING AND FITTING MATERIALS
512	SECTION M2104 LOW TEMPERATURE PIPING SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING
513	TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS
516	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION SECTION M2204 OIL PUMPS AND VALVES
518	CHAPTER 23 SOLAR ENERGY SYSTEMS SECTION M2301 SOLAR THERMAL ENERGY SYSTEMS
519	SECTION M2302 PHOTOVOLTAIC SYSTEMS
520	PART VI—FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 GENERAL SECTION G2402 GENERAL SECTION G2403 GENERAL DEFINITIONS
526	SECTION G2404 GENERAL SECTION G2405 STRUCTURAL SAFETY SECTION G2406 APPLIANCE LOCATION
527	SECTION G2407 COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 24-1 EQUATION 24-2
528	FIGURE G2407.5.3 ALL AIR FROM INSIDE THE BUILDING FIGURE G2407.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC FIGURE G2407.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC
529	FIGURE G2407.6.1(3) ALL AIR FROM OUTDOORS FIGURE G2407.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS
530	SECTION G2408 INSTALLATION SECTION G2409 CLEARANCE REDUCTION
531	FIGURE G2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
532	FIGURE G2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
533	TABLE G2409.2a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
534	SECTION G2410 ELECTRICAL SECTION G2411 ELECTRICAL BONDING SECTION G2412 GENERAL SECTION G2413 PIPE SIZING
535	EQUATION 24-3 EQUATION 24-4 TABLE G2413.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS SECTION G2414 PIPING MATERIALS
536	TABLE G2413.4(1) SCHEDULE 40 METALLIC PIPE
537	TABLE G2413.4(2) SCHEDULE 40 METALLIC PIPE
538	TABLE G2413.4(3) SEMIRIGID COPPER TUBING
539	TABLE G2413.4(4) SEMIRIGID COPPER TUBING
540	TABLE G2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST)
541	TABLE G2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST)
542	TABLE G2413.4(7) POLYETHYLENE PLASTIC PIPE
543	TABLE G2413.4(8) POLYETHYLENE PLASTIC PIPE
544	TABLE G2413.4(9) SCHEDULE 40 METALLIC PIPE
545	TABLE G2413.4(10) SCHEDULE 40 METALLIC PIPE
546	TABLE G2413.4(11) SCHEDULE 40 METALLIC PIPE
547	TABLE G2413.4(12) SCHEDULE 40 METALLIC PIPE
548	TABLE G2413.4(13) SEMIRIGID COPPER TUBING
549	TABLE G2413.4(14) SEMIRIGID COPPER TUBING
550	TABLE G2413.4(15) SEMIRIGID COPPER TUBING
551	TABLE G2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
552	TABLE G2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
553	TABLE G2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
554	TABLE G2413.4(19) POLYETHYLENE PLASTIC PIPE
555	TABLE G2413.4(20) POLYETHYLENE PLASTIC PIPE
556	TABLE G2413.4(21) POLYETHYLENE PLASTIC TUBING
557	TABLE G2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
558	SECTION G2415 PIPING SYSTEM INSTALLATION
561	SECTION G2416 PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 INSPECTION, TESTING AND PURGING
562	SECTION G2418 PIPING SUPPORT SECTION G2419 DRIPS AND SLOPED PIPING FIGURE G2419.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
563	SECTION G2420 SHUTOFF VALVES TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS SECTION G2421 FLOW CONTROLS
564	SECTION G2422 APPLIANCE CONNECTIONS
565	SECTION G2423 COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION G2424 PIPING SUPPORT INTERVALS TABLE G2424.1 SUPPORT OF PIPING SECTION G2425 GENERAL
566	SECTION G2426 VENTS
567	SECTION G2427 VENTING OF APPLIANCES
568	TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED
570	FIGURE G2427.6.4 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
572	TABLE G2427.8 THROUGH-THE-WALL, DIRECT-VENT TERMINATION CLEARANCES
573	TABLE G2427.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
574	TABLE G2427.10.5 (503.10.5) CLEARANCES FOR CONNECTORSa
575	SECTION G2428 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
576	TABLE G2428.2(1) TYPE B DOUBLE-WALL GAS VENT
577	TABLE G2428.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
578	TABLE G2428.2(2) TYPE B DOUBLE-WALL GAS VENT
579	TABLE G2428.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
581	TABLE G2428.3.2 MAXIMUM VENT CONNECTOR LENGTH
582	TABLE G2428.3(1) TYPE B DOUBLE-WALL VENT
583	TABLE G2428.3(2) TYPE B DOUBLE-WALL VENT
584	TABLE G2428.3(3) MASONRY CHIMNEY
585	TABLE G2428.3(4) MASONRY CHIMNEY
587	SECTION G2429 DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION G2430 FACTORY-BUILT CHIMNEYS SECTION G2431 GENERAL SECTION G2432 DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION G2433 LOG LIGHTERS SECTION G2434 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
588	SECTION G2435 VENTED GAS FIREPLACE HEATERS SECTION G2436 VENTED WALL FURNACES SECTION G2437 FLOOR FURNACES SECTION G2438 CLOTHES DRYERS SECTION G2439 ENGINE AND GAS TURBINE-POWERED EQUIPMENT
589	SECTION G2440 SAUNA HEATERS SECTION G2441 POOL AND SPA HEATERS SECTION G2442 FORCED-AIR WARM-AIR FURNACES
590	SECTION G2443 CONVERSION BURNERS SECTION G2444 UNIT HEATERS SECTION G2445 UNVENTED ROOM HEATERS SECTION G2446 VENTED ROOM HEATERS
591	SECTION G2447 COOKING APPLIANCES SECTION G2448 WATER HEATERS SECTION G2449 AIR-CONDITIONING APPLIANCES SECTION G2450 ILLUMINATING APPLIANCES
592	SECTION G2451 INFRARED RADIANT HEATERS SECTION G2452 CHIMNEY DAMPER OPENING AREA TABLE G2452.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES SECTION G2453 OUTDOOR DECORATIVE APPLIANCES
594	RESIDENTIAL PLUMBING CHAPTERS 25-33
596	RESIDENTIAL ELECTRICAL CHAPTERS 34-42 CHAPTER 43 LOW-RISE APARTMENTS
598	PART IX—REFERENCED STANDARDS CHAPTER 44 REFERENCED STANDARDS AAMA ACCA ACI
599	AISI ANCE ANSI
601	APA ASCE/SEI
602	ASHRAE ASME ASTM
613	AWC AWPA AWS
614	AWWA CEN CPA CPSC CSA
615	CSSB DOC DOTn FEMA FM
616	GA HPVA ICC ISO MSS NAIMA
617	NFPA NFRC NSF
618	PCA SBCA SMACNA TMS TPI
619	UL
621	ULC WDMA WMA
622	APPENDIX A SIZING AND CAPACITIES OF GAS PIPING
624	APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS
626	APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
628	APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
630	APPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 ANCHORAGE INSTALLATIONS SECTION AE102 TIES, MATERIALS AND INSTALLATION
632	APPENDIX F RADON CONTROL METHODS SECTION AF101 SCOPE SECTION AF102 DEFINITIONS SECTION AF103 REQUIREMENTS
635	FIGURE AF103(1) RADON-RESISTANT CONSTRUCTION DETAILS FOR BASEMENT FOUNDATIONS
636	FIGURE AF103(2) RADON-RESISTANT CONSTRUCTION FOR CRAWL SPACE FOUNDATIONS
637	FIGURE AF103(3) RADON-RESISTANT CONSTRUCTION COMBINATION BASEMENT/CRAWL SPACE FOUNDATIONS
638	APPENDIX G PIPING STANDARDS FOR VARIOUS APPLICATIONS
640	APPENDIX H PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS SECTION AH104 HEIGHT SECTION AH105 STRUCTURAL PROVISIONS
642	APPENDIX I PRIVATE SEWAGE DISPOSAL
644	APPENDIX J EXISTING BUILDINGS AND STRUCTURES
646	APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIRBORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS
648	APPENDIX L PERMIT FEES
650	APPENDIX M HOME DAY CARE—R-3 OCCUPANCY
652	APPENDIX N VENTING METHODS
654	APPENDIX O AUTOMATIC VEHICULAR GATES
656	APPENDIX P SIZING OF WATER PIPING SYSTEM
658	APPENDIX Q TINY HOUSES
660	APPENDIX R LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION
661	TABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa FIGURE AR103.2.4(1) LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES FIGURE AR103.2.4(2) LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH
662	FIGURE AR103.2.4(3) LIGHT STRAW-CLAY WALL WITH BLIND STUDS SECTION AR104 THERMAL PERFORMANCE
663	SECTION AR105 REFERENCED STANDARDS
664	APPENDIX S STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS SECTION AS103 BALES
665	FIGURE AS101.1 TYPICAL STRAWBALE WALL SYSTEMS FIGURE AS102.1 BALE ORIENTATIONS
666	FIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES SECTION AS104 FINISHES
667	SECTION AS105 STRAWBALE WALLS—GENERAL
668	FIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING
669	FIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR
670	FIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL FIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL
671	TABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS
672	SECTION AS106 STRAWBALE WALLS—STRUCTURAL
673	TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS
674	EQUATION AS-1 TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS
675	TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES SECTION AS107 FIRE RESISTANCE
676	TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE-BRACED WALL PANELS BASED ON WIND SPEED
677	TABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE-BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY SECTION AS108 THERMAL INSULATION
678	SECTION AS109 REFERENCED STANDARDS
680	APPENDIX T [RE] SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES
682	INDEX
700	HELPFUL TOOLS FOR YOUR RESIDENTIAL CODE
701	ICC ASSESSMENT CENTER

OR EnergyCode 2019

Sat, 19 Oct 2024 12:57:48 +0000

None

PDF Catalog

PDF Pages	PDF Title
1	PART I COMMERCIAL ENERGY PROVISIONS SECTION E101 GENERAL SECTION E102 SCOPE AND ADOPTED STANDARDS SECTION E103 APPLICABILITY SECTION E104 CONSTRUCTION DOCUMENTS
2	SECTION E105 INSPECTIONS SECTION E201 DEFINITIONS
3	PART II MULTI-FAMILY ENERGY PROVISIONS SECTION EM101 GENERAL SECTION EM102 SCOPE AND ADOPTED STANDARDS SECTION EM103 APPLICABILITY SECTION EM104 SUBMITTAL DOCUMENTS
4	SECTION EM105 INSPECTIONS SECTION EM201 DEFINITIONS SECTION EM301 MODIFICATIONS TO IECC CHAPTER 4 COMMERCIAL ENERGY PROVISIONS
5	SECTION EM302 MODIFICATIONS TO IECC CHAPTER 5 COMMERCIAL ENERGY PROVISIONS

OR ElectricalCodeAmendment 2017

Sat, 19 Oct 2024 12:57:47 +0000

Oregon Amendments to the 2017 NFPA 70, National Electrical Code - Effective October 1, 2017

Published By	Publication Date	Number of Pages
OR	2017	17

OR OregonFireCode 2019

Sat, 19 Oct 2024 12:37:55 +0000

This is a fully integrated custom code based on the 2018 International Fire Code®.

PDF Catalog

PDF Pages	PDF Title
1	2019 OREGON FIRE CODE
2	COPYRIGHT
3	PREFACE
9	EFFECTIVE USE OF THE INTERNATIONAL FIRE CODE
23	TABLE OF CONTENTS
33	PART I—ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—GENERAL PROVISIONS SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY
35	PART 2—ADMINISTRATIVE PROVISIONS SECTION 103 DEPARTMENT OF FIRE PREVENTION SECTION 104 GENERAL AUTHORITY AND RESPONSIBILITIES
38	SECTION 105 PERMITS
41	TABLE 105.6.8 PERMIT AMOUNTS FOR COMPRESSED GASES TABLE 105.6.10 PERMIT AMOUNTS FOR CRYOGENIC FLUIDS
43	TABLE 105.6.20 PERMIT AMOUNTS FOR HAZARDOUS MATERIALS TABLE 105.6.20—continued PERMIT AMOUNTS FOR HAZARDOUS MATERIALS
46	SECTION 106 FEES SECTION 107 INSPECTIONS
47	SECTION 108 MAINTENANCE SECTION 109 BOARD OF APPEALS
48	SECTION 110 VIOLATIONS
49	SECTION 111 UNSAFE BUILDINGS SECTION 112 STOP WORK ORDER
50	SECTION 113 SERVICE UTILITIES
51	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
87	PART II—GENERAL SAFETY PROVISIONS CHAPTER 3 GENERAL REQUIREMENTS SECTION 301 GENERAL SECTION 302 DEFINITIONS SECTION 303 ASPHALT KETTLES
88	SECTION 304 COMBUSTIBLE WASTE MATERIAL SECTION 305 IGNITION SOURCES
89	SECTION 306 MOTION PICTURE PROJECTION ROOMS, MOTION PICTURE AND TELEVISION PRODUCTION STUDIO SOUNDSTAGES, APPROVED PRODUCTION FACILITIES AND FILM SECTION 307 OPEN BURNING, RECREATIONAL FIRES AND PORTABLE OUTDOOR FIREPLACES
90	SECTION 308 OPEN FLAMES
91	SECTION 309 POWERED INDUSTRIAL TRUCKS AND EQUIPMENT
92	SECTION 310 SMOKING SECTION 311 VACANT PREMISES
93	SECTION 312 VEHICLE IMPACT PROTECTION
94	SECTION 313 FUELED EQUIPMENT SECTION 314 INDOOR DISPLAYS SECTION 315 GENERAL STORAGE
95	TABLE 315.7.6(1) SEPARATION DISTANCE BETWEEN WOOD PALLET STACKS AND BUILDINGS
96	TABLE 315.7.6(2) SEPARATION DISTANCE BETWEEN PLASTIC PALLET STACKS AND BUILDINGS TABLE 315.7.6(3) SEPARATION FROM OTHER PALLET PILES AND ON-SITE STORAGE (WOOD PALLETS) TABLE 315.7.6(4) SEPARATION FROM OTHER PALLET PILES AND ON-SITE STORAGE (PLASTIC PALLETS) SECTION 316 HAZARDS TO FIRE FIGHTERS
97	SECTION 317 ROOFTOP GARDENS AND LANDSCAPED ROOFS SECTION 318 LAUNDRY CARTS SECTION 319 MOBILE FOOD PREPARATION VEHICLES
99	CHAPTER 4 EMERGENCY PLANNING AND PREPAREDNESS SECTION 401 GENERAL SECTION 402 DEFINITIONS
100	SECTION 403 EMERGENCY PREPAREDNESS REQUIREMENTS
106	SECTION 404 FIRE SAFETY, EVACUATION AND LOCKDOWN PLANS
107	SECTION 405 EMERGENCY EVACUATION DRILLS
108	TABLE 405.2 FIRE AND EVACUATION DRILL FREQUENCY AND PARTICIPATION SECTION 406 EMPLOYEE TRAINING AND RESPONSE PROCEDURES SECTION 407 HAZARD COMMUNICATION
111	PART III—BUILDING AND EQUIPMENT DESIGN FEATURES CHAPTER 5 FIRE SERVICE FEATURES SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 FIRE APPARATUS ACCESS ROADS
113	SECTION 504 ACCESS TO BUILDING OPENINGS AND ROOFS SECTION 505 PREMISES IDENTIFICATION SECTION 506 KEY BOXES
114	SECTION 507 FIRE PROTECTION WATER SUPPLIES
115	SECTION 508 FIRE COMMAND CENTER
116	SECTION 509 FIRE PROTECTION AND UTILITY EQUIPMENT IDENTIFICATION AND ACCESS SECTION 510 EMERGENCY RESPONDER RADIO COVERAGE
121	CHAPTER 6 BUILDING SERVICES AND SYSTEMS SECTION 601 GENERAL SECTION 602 DEFINITIONS SECTION 603 FUEL-FIRED APPLIANCES
124	SECTION 604 ELECTRICAL EQUIPMENT, WIRING AND HAZARDS
125	SECTION 605 MECHANICAL REFRIGERATION
128	TABLE [M] 605.17.2 MINIMUM EXHAUST RATE SECTION 606 ELEVATOR OPERATION, MAINTENANCE AND FIRE SERVICE KEYS
129	SECTION 607 COMMERCIAL KITCHEN HOODS
130	TABLE 607.3.3.1 COMMERCIAL COOKING SYSTEM INSPECTION FREQUENCY SECTION 608 COMMERCIAL KITCHEN COOKING OIL STORAGE
131	SECTION 609 HYPERBARIC FACILITIES SECTION 610 HEAT-PRODUCING APPLIANCES
133	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 DEFINITIONS SECTION 703 PENETRATIONS
134	SECTION 704 JOINTS AND VOIDS SECTION 705 DOOR AND WINDOW OPENINGS SECTION 706 DUCT AND AIR TRANSFER OPENINGS SECTION 707 CONCEALED SPACES
135	CHAPTER 8 INTERIOR FINISH, DECORATIVE MATERIALS AND FURNISHINGS SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 INTERIOR WALL AND CEILING FINISH IN EXISTING BUILDINGS
136	TABLE 803.3 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY
137	SECTION 804 INTERIOR WALL AND CEILING TRIM AND INTERIOR FLOOR FINISH IN NEW AND EXISTING BUILDINGS
138	SECTION 805 UPHOLSTERED FURNITURE AND MATTRESSES IN NEW AND EXISTING BUILDINGS
141	SECTION 806 NATURAL DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS SECTION 807 DECORATIVE MATERIALS AND ARTIFICIAL DECORATIVE VEGETATION IN NEW AND EXISTING BUILDINGS
143	SECTION 808 FURNISHINGS OTHER THAN UPHOLSTERED FURNITURE AND MATTRESSES OR DECORATIVE MATERIALS IN NEW AND EXISTING BUILDINGS
145	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
146	TABLE 901.6.1 FIRE PROTECTION SYSTEM MAINTENANCE STANDARDS
148	SECTION 902 DEFINITIONS SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
150	TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
153	TABLE 903.2.11.6 ADDITIONAL REQUIRED FIRE SUPPRESSION SYSTEMS TABLE 903.2.11.6—continued ADDITIONAL REQUIRED FIRE SUPPRESSION SYSTEMS
156	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
159	SECTION 905 STANDPIPE SYSTEMS
162	SECTION 906 PORTABLE FIRE EXTINGUISHERS
163	TABLE 906.1 ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS TABLE 906.1—continued ADDITIONAL REQUIRED PORTABLE FIRE EXTINGUISHERS
164	TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS OF LESS THAN OR EQUAL TO 0.25 INCHa
165	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
174	TABLE 907.5.2.3.2 VISIBLE ALARMS
176	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
177	EQUATION 9-1
178	EQUATION 9-2
183	SECTION 910 SMOKE AND HEAT REMOVAL EQUATION 9-3 EQUATION 9-4
184	SECTION 911 EXPLOSION CONTROL
185	TABLE 911.1 EXPLOSION CONTROL REQUIREMENTSf SECTION 912 FIRE DEPARTMENT CONNECTIONS
186	SECTION 913 FIRE PUMPS
187	SECTION 914 FIRE PROTECTION BASED ON SPECIAL DETAILED REQUIREMENTS OF USE AND OCCUPANCY
189	TABLE 914.8.3 HANGAR FIRE SUPPRESSION REQUIREMENTS
190	SECTION 915 CARBON MONOXIDE DETECTION
191	SECTION 916 GAS DETECTION SYSTEMS
192	SECTION 917 MASS NOTIFICATION SYSTEMS
193	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS
194	SECTION 1003 GENERAL MEANS OF EGRESS
195	SECTION 1004 OCCUPANT LOAD
196	[BE] TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
197	SECTION 1005 MEANS OF EGRESS SIZING
198	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
199	[BE] TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
200	[BE] TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY [BE] TABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES
201	[BE] TABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION
202	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
205	SECTION 1010 DOORS, GATES AND TURNSTILES
207	[BE] TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS [BE] TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
214	SECTION 1011 STAIRWAYS
217	SECTION 1012 RAMPS
218	SECTION 1013 EXIT SIGNS
219	SECTION 1014 HANDRAILS
220	SECTION 1015 GUARDS
222	SECTION 1016 EXIT ACCESS
223	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE [BE] TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa SECTION 1018 AISLES
224	SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS SECTION 1020 CORRIDORS
225	[BE] TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING [BE] TABLE 1020.2 MINIMUM CORRIDOR WIDTH
226	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
228	SECTION 1024 EXIT PASSAGEWAYS
229	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
231	SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
232	SECTION 1028 EXIT DISCHARGE
233	SECTION 1029 ASSEMBLY
235	[BE] TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
238	[BE] TABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
240	SECTION 1030 EMERGENCY ESCAPE AND RESCUE
241	SECTION 1031 MAINTENANCE OF THE MEANS OF EGRESS
243	CHAPTER 11 FIRE AND LIFE SAFETY REQUIREMENTS FOR BUILDINGS CONSTRUCTED PRIOR TO A STATE BUILDING CODE SECTION 1101 GENERAL
244	SECTION 1102 DEFINITIONS SECTION 1103 FIRE SAFETY REQUIREMENTS FOR EXISTING BUILDINGS TABLE 1103.1 OCCUPANCY AND USE REQUIREMENTSa
245	TABLE 1103.1 OCCUPANCY AND USE REQUIREMENTSa —continued
251	SECTION 1104 MEANS OF EGRESS FOR EXISTING BUILDINGS
253	TABLE 1104.9 REVOLVING DOOR SPEEDS
255	TABLE 1104.18 COMMON PATH, DEAD-END AND TRAVEL DISTANCE LIMITS (by occupancy)
256	SECTION 1105 FIRE AND LIFE SAFETY REQUIREMENTS FOR EXISTING GROUP I-2
257	TABLE 1105.3 FLOOR LEVEL LIMITATIONS FOR GROUP I-2, CONDITION 2
258	TABLE 1105.4 INCIDENTAL USES IN EXISTING GROUP I-2 OCCUPANCIES
260	SECTION 1106 REQUIREMENTS FOR OUTDOOR OPERATIONS
261	CHAPTER 12 ENERGY SYSTEMS SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 EMERGENCY AND STANDBY POWER SYSTEMS
263	SECTION 1204 SOLAR PHOTOVOLTAIC POWER SYSTEMS
264	FIGURE 1204.5.1(1) LABEL FOR SOLAR PV SYSTEMS THAT REDUCE SHOCK HAZARD WITHIN ARRAY AND SHUT DOWN CONDUCTORS LEAVING ARRAY SECTION 1205 STATIONARY FUEL CELL POWER SYSTEMS
265	FIGURE 1204.5.1(2) LABEL FOR SOLAR PV SYSTEMS THAT ONLY SHUT DOWN CONDUCTORS LEAVING THE ARRAY
266	SECTION 1206 ELECTRICAL ENERGY STORAGE SYSTEMS TABLE 1206.2 BATTERY STORAGE SYSTEM THRESHOLD QUANTITIES.
269	TABLE 1206.2.9 MAXIMUM ALLOWABLE BATTERY QUANTITIES
275	CHAPTERS 13 THROUGH 19 RESERVED
277	PART IV—SPECIAL OCCUPANCIES AND OPERATIONS CHAPTER 20 AVIATION FACILITIES SECTION 2001 GENERAL SECTION 2002 DEFINITIONS SECTION 2003 GENERAL PRECAUTIONS SECTION 2004 AIRCRAFT MAINTENANCE
278	SECTION 2005 PORTABLE FIRE EXTINGUISHERS SECTION 2006 AIRCRAFT FUELING
283	SECTION 2007 HELISTOPS AND HELIPORTS
285	CHAPTER 21 DRY CLEANING SECTION 2101 GENERAL SECTION 2102 DEFINITIONS SECTION 2103 CLASSIFICATIONS SECTION 2104 GENERAL REQUIREMENTS
286	SECTION 2105 OPERATING REQUIREMENTS EQUATION 21-1 SECTION 2106 SPOTTING AND PRETREATING
287	SECTION 2107 DRY CLEANING SYSTEMS SECTION 2108 FIRE PROTECTION
289	CHAPTER 22 COMBUSTIBLE DUST-PRODUCING OPERATIONS SECTION 2201 GENERAL SECTION 2202 DEFINITION SECTION 2203 PRECAUTIONS SECTION 2204 ADDITIONAL REQUIREMENTS TABLE 2204.1 SPECIFIC HAZARDS STANDARDS
290	SECTION 2205 DUST COLLECTION
291	CHAPTER 23 MOTOR FUEL-DISPENSING FACILITIES AND REPAIR GARAGES SECTION 2301 GENERAL SECTION 2302 DEFINITIONS
292	SECTION 2303 LOCATION OF DISPENSING DEVICES SECTION 2304 DISPENSING OPERATIONS
293	SECTION 2305 OPERATIONAL REQUIREMENTS
294	SECTION 2306 FLAMMABLE AND COMBUSTIBLE LIQUID MOTOR FUEL-DISPENSING FACILITIES
295	TABLE 2306.2.3 MINIMUM SEPARATION REQUIREMENTS FOR ABOVE-GROUND TANKS
298	SECTION 2307 LIQUEFIED PETROLEUM GAS MOTOR FUEL-DISPENSING FACILITIES
300	SECTION 2308 COMPRESSED NATURAL GAS MOTOR FUEL-DISPENSING FACILITIES
301	TABLE 2308.8.1.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG SECTION 2309 HYDROGEN MOTOR FUEL-DISPENSING AND GENERATION FACILITIES
303	SECTION 2310 MARINE MOTOR FUEL-DISPENSING FACILITIES
305	SECTION 2311 REPAIR GARAGES
306	TABLE 2311.6.2 TEMPERATURE COMPENSATED CYLINDER PRESSURE TABLEa
309	CHAPTER 24 FLAMMABLE FINISHES SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 PROTECTION OF OPERATIONS
311	SECTION 2404 SPRAY FINISHING
315	SECTION 2405 DIPPING OPERATIONS
316	SECTION 2406 POWDER COATING
317	SECTION 2407 ELECTROSTATIC APPARATUS
318	SECTION 2408 ORGANIC PEROXIDES AND DUAL-COMPONENT COATINGS SECTION 2409 INDOOR MANUFACTURING OF REINFORCED PLASTICS
319	SECTION 2410 FLOOR SURFACING AND FINISHING OPERATIONS
321	CHAPTER 25 FRUIT AND CROP RIPENING SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 ETHYLENE GAS SECTION 2504 SOURCES OF IGNITION SECTION 2505 COMBUSTIBLE WASTE SECTION 2506 ETHYLENE GENERATORS SECTION 2507 WARNING SIGNS
323	CHAPTER 26 FUMIGATION AND INSECTICIDAL FOGGING SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FIRE SAFETY REQUIREMENTS
325	CHAPTER 27 SEMICONDUCTOR FABRICATION FACILITIES SECTION 2701 GENERAL SECTION 2702 DEFINITIONS SECTION 2703 GENERAL SAFETY PROVISIONS
329	SECTION 2704 STORAGE
330	SECTION 2705 USE AND HANDLING
331	TABLE 2704.2.2.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
332	TABLE 2704.2.2.1—continued QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
333	TABLE 2705.2.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATIONd
335	CHAPTER 28 LUMBER YARDS AND AGRO-INDUSTRIAL, SOLID BIOMASS AND WOODWORKING FACILITIES SECTION 2801 GENERAL SECTION 2802 DEFINITIONS SECTION 2803 GENERAL REQUIREMENTS
336	SECTION 2804 FIRE PROTECTION SECTION 2805 PLYWOOD, VENEER AND COMPOSITE BOARD MILLS SECTION 2806 LOG STORAGE AREAS SECTION 2807 STORAGE OF WOOD CHIPS AND HOGGED MATERIAL ASSOCIATED WITH TIMBER AND LUMBER PRODUCTION FACILITIES
337	SECTION 2808 STORAGE AND PROCESSING OF WOOD CHIPS, HOGGED MATERIAL, FINES, COMPOST, SOLID BIOMASS FEEDSTOCK AND RAW PRODUCT ASSOCIATED WITH YARD WASTE, AGRO-INDUSTRIAL AND RECYCLING FACILITIES SECTION 2809 EXTERIOR STORAGE OF FINISHED LUMBER AND SOLID BIOFUEL PRODUCTS
338	SECTION 2810 OUTDOOR STORAGE OF PALLETS AT PALLET MANUFACTURING AND RECYCLING FACILITIES
339	CHAPTER 29 MANUFACTURE OF ORGANIC COATINGS SECTION 2901 GENERAL SECTION 2902 DEFINITION SECTION 2903 GENERAL PRECAUTIONS SECTION 2904 ELECTRICAL EQUIPMENT AND PROTECTION
340	SECTION 2905 PROCESS STRUCTURES SECTION 2906 PROCESS MILLS AND KETTLES SECTION 2907 PROCESS PIPING
341	SECTION 2908 RAW MATERIALS IN PROCESS AREAS SECTION 2909 RAW MATERIALS AND FINISHED PRODUCTS
343	CHAPTER 30 INDUSTRIAL OVENS SECTION 3001 GENERAL SECTION 3002 DEFINITIONS SECTION 3003 LOCATION SECTION 3004 FUEL PIPING SECTION 3005 INTERLOCKS SECTION 3006 FIRE PROTECTION
344	SECTION 3007 OPERATION AND MAINTENANCE
345	CHAPTER 31 TENTS, TEMPORARY SPECIAL EVENT STRUCTURES AND OTHER MEMBRANE STRUCTURES SECTION 3101 GENERAL SECTION 3102 DEFINITIONS SECTION 3103 TEMPORARY TENTS AND MEMBRANE STRUCTURES
347	TABLE 3103.12.2 MINIMUM NUMBER OF MEANS OF EGRESS AND MEANS OF EGRESS WIDTHS FROM TEMPORARY MEMBRANE STRUCTURES AND TENTS
348	SECTION 3104 TEMPORARY AND PERMANENT TENTS AND MEMBRANE STRUCTURES SECTION 3105 TEMPORARY SPECIAL EVENT STRUCTURES
349	SECTION 3106 OUTDOOR ASSEMBLY EVENTS
350	SECTION 3107 OPERATIONAL REQUIREMENTS
353	CHAPTER 32 HIGH-PILED COMBUSTIBLE STORAGE SECTION 3201 GENERAL
354	SECTION 3202 DEFINITIONS SECTION 3203 COMMODITY CLASSIFICATION
355	TABLE 3203.8 EXAMPLES OF COMMODITY CLASSIFICATION
356	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
357	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
358	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
359	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
360	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
361	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION
362	TABLE 3203.8—continued EXAMPLES OF COMMODITY CLASSIFICATION EQUATION 32-1 EQUATION 32-2 EQUATION 32-3
363	FIGURE 3203.9(1) EVALUATION BY VOLUME OF GROUP A EXPANDED PLASTICS IN MIXED COMMODITIESa
364	FIGURE 3203.9(2) EVALUATION BY WEIGHT OF GROUP A EXPANDED PLASTICS IN MIXED COMMODITIESa
365	SECTION 3204 DESIGNATION OF HIGH-PILED STORAGE AREAS SECTION 3205 HOUSEKEEPING AND MAINTENANCE SECTION 3206 GENERAL FIRE PROTECTION AND LIFE SAFETY FEATURES
366	TABLE 3206.2 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS
368	SECTION 3207 SOLID-PILED AND SHELF STORAGE
369	SECTION 3208 RACK STORAGE TABLE 3208.3 REQUIRED FLUE SPACES FOR RACK STORAGE SECTION 3209 AUTOMATED STORAGE
370	SECTION 3210 SPECIALTY STORAGE
371	CHAPTER 33 FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION SECTION 3301 GENERAL SECTION 3302 DEFINITIONS SECTION 3303 TEMPORARY HEATING EQUIPMENT SECTION 3304 PRECAUTIONS AGAINST FIRE
372	SECTION 3305 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 3306 FLAMMABLE GASES SECTION 3307 EXPLOSIVE MATERIALS SECTION 3308 OWNER’S RESPONSIBILITY FOR FIRE PROTECTION
373	SECTION 3309 FIRE REPORTING SECTION 3310 ACCESS FOR FIRE FIGHTING SECTION 3311 MEANS OF EGRESS
374	SECTION 3312 WATER SUPPLY FOR FIRE PROTECTION SECTION 3313 STANDPIPES SECTION 3314 AUTOMATIC SPRINKLER SYSTEM SECTION 3315 PORTABLE FIRE EXTINGUISHERS SECTION 3316 MOTORIZED CONSTRUCTION EQUIPMENT SECTION 3317 SAFEGUARDING ROOFING OPERATIONS SECTION 3318 COMBUSTIBLE TRASH CHUTES
377	CHAPTER 34 TIRE REBUILDING AND TIRE STORAGE SECTION 3401 GENERAL SECTION 3402 DEFINITIONS SECTION 3403 TIRE REBUILDING SECTION 3404 PRECAUTIONS AGAINST FIRE
378	SECTION 3405 OUTDOOR STORAGE SECTION 3406 FIRE DEPARTMENT ACCESS SECTION 3407 FENCING SECTION 3408 FIRE PROTECTION SECTION 3409 INDOOR STORAGE ARRANGEMENT
379	CHAPTER 35 WELDING AND OTHER HOT WORK SECTION 3501 GENERAL SECTION 3502 DEFINITIONS SECTION 3503 GENERAL REQUIREMENTS SECTION 3504 FIRE SAFETY REQUIREMENTS
380	SECTION 3505 GAS WELDING AND CUTTING
381	SECTION 3506 ELECTRIC ARC HOT WORK SECTION 3507 CALCIUM CARBIDE SYSTEMS SECTION 3508 ACETYLENE GENERATORS
382	SECTION 3509 PIPING MANIFOLDS AND HOSE SYSTEMS FOR FUEL GASES AND OXYGEN SECTION 3510 HOT WORK ON FLAMMABLE AND COMBUSTIBLE LIQUID STORAGE TANKS
383	CHAPTER 36 MARINAS SECTION 3601 SCOPE SECTION 3602 DEFINITIONS SECTION 3603 GENERAL PRECAUTIONS SECTION 3604 FIRE PROTECTION EQUIPMENT
384	SECTION 3605 MARINE MOTOR FUEL-DISPENSING FACILITIES
385	CHAPTER 37 COMBUSTIBLE FIBERS SECTION 3701 GENERAL SECTION 3702 DEFINITIONS SECTION 3703 GENERAL PRECAUTIONS SECTION 3704 LOOSE FIBER STORAGE
386	SECTION 3705 BALED STORAGE
387	CHAPTER 38 HIGHER EDUCATION LABORATORIES SECTION 3801 GENERAL SECTION 3802 DEFINITIONS SECTION 3803 GENERAL SAFETY PROVISIONS
388	SECTION 3804 LABORATORY SUITE CONSTRUCTION TABLE 3804.1.1 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR
389	SECTION 3805 NONSPRINKLERED LABORATORIES SECTION 3806 EXISTING SPRINKLERED LABORATORIES
390	TABLE 3805.4 DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING NONSPRINKLERED LABORATORIES TABLE 3806.2.1 DESIGN AND NUMBER OF CONTROL AREAS IN EXISTING SPRINKLERED LABORATORIES
391	CHAPTER 39 PROCESSING AND EXTRACTION FACILITIES SECTION 3901 GENERAL SECTION 3902 DEFINITIONS SECTION 3903 PROCESSING AND EXTRACTION
392	SECTION 3904 SYSTEMS AND EQUIPMENT
393	SECTION 3905 SAFETY SYSTEMS SECTION 3906 MAINTENANCE
395	CHAPTERS 40 THROUGH 49 RESERVED
397	PART V—HAZARDOUS MATERIALS CHAPTER 50 HAZARDOUS MATERIALS—GENERAL PROVISIONS SECTION 5001 GENERAL
400	SECTION 5002 DEFINITIONS SECTION 5003 GENERAL REQUIREMENTS
401	TABLE 5003.1.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa
402	TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa
403	TABLE 5003.1.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZAR
404	TABLE 5003.1.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARDa
405	TABLE 5003.1.1(3) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD IN AN OUTDOOR
406	TABLE 5003.1.1(4) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD IN AN OUTDOOR CONTROL AREAa
410	TABLE 5003.8.2 DETACHED BUILDING REQUIRED TABLE 5003.8.3.2 DESIGN AND NUMBER OF CONTROL AREAS
414	TABLE 5003.11.1 MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES—NONFLAMMABLE SOLIDS, NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
415	SECTION 5004 STORAGE
416	TABLE 5004.2.2 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE
418	SECTION 5005 USE, DISPENSING AND HANDLING
420	TABLE 5005.2.1.4 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL LIQUIDS USE
423	CHAPTER 51 AEROSOLS SECTION 5101 GENERAL SECTION 5102 DEFINITIONS SECTION 5103 CLASSIFICATION OF AEROSOL PRODUCTS TABLE 5103.1 CLASSIFICATION OF AEROSOL PRODUCTS SECTION 5104 INSIDE STORAGE OF AEROSOL PRODUCTS
424	TABLE 5104.3.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSESb TABLE 5104.3.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES
425	TABLE 5104.3.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES
426	TABLE 5104.7 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND AEROSOL COOKING SPRAY PRODUCTS IN RETAIL STORAGE AREAS SECTION 5105 OUTSIDE STORAGE TABLE 5105.1 DISTANCE TO EXPOSURES FOR OUTSIDE STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS SECTION 5106 RETAIL DISPLAY TABLE 5106.2.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND AEROSOL COOKING SPRAY PRODUCTS IN RETAIL DISPLAY AREAS
427	TABLE 5106.4 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOL PRODUCTS
428	SECTION 5107 MANUFACTURING FACILITIES
429	CHAPTER 52 RESERVED
431	CHAPTER 53 COMPRESSED GASES SECTION 5301 GENERAL SECTION 5302 DEFINITIONS SECTION 5303 GENERAL REQUIREMENTS
435	SECTION 5304 STORAGE OF COMPRESSED GASES SECTION 5305 USE AND HANDLING OF COMPRESSED GASES
436	SECTION 5306 MEDICAL GASES
437	SECTION 5307 COMPRESSED GASES NOT OTHERWISE REGULATED
439	CHAPTER 54 CORROSIVE MATERIALS SECTION 5401 GENERAL SECTION 5402 DEFINITION SECTION 5403 GENERAL REQUIREMENTS SECTION 5404 STORAGE SECTION 5405 USE
441	CHAPTER 55 CRYOGENIC FLUIDS SECTION 5501 GENERAL SECTION 5502 DEFINITIONS SECTION 5503 GENERAL REQUIREMENTS
443	SECTION 5504 STORAGE
444	TABLE 5504.3.1.1 SEPARATION OF STATIONARY CONTAINERS FROM EXPOSURE HAZARDS TABLE 5504.3.1.2.1 SEPARATION OF PORTABLE CONTAINERS FROM EXPOSURE HAZARDS SECTION 5505 USE AND HANDLING
447	CHAPTER 56 EXPLOSIVES AND FIREWORKS SECTION 5601 GENERAL
449	TABLE 5601.8.1(1) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.1, 1.2 AND 1.5 EXPLOSIVES TABLE 5601.8.1(2) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.3 EXPLOSIVES
450	TABLE 5601.8.1(3) APPLICATION OF QUANTITY-DISTANCE (Q-D) TABLES—DIVISION 1.4 EXPLOSIVES SECTION 5602 DEFINITIONS
451	SECTION 5603 RECORD KEEPING AND REPORTING SECTION 5604 EXPLOSIVE MATERIALS STORAGE AND HANDLING
452	TABLE 5604.3 STORAGE AMOUNTS AND MAGAZINE REQUIREMENTS FOR EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS, 1.3G MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA
453	TABLE 5604.5.2(1) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991
454	TABLE 5604.5.2(1)—continued AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991
455	TABLE 5604.5.2(2) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.3 MASS-FIRE HAZARD TABLE 5604.5.2(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.4
457	SECTION 5605 MANUFACTURE, ASSEMBLY AND TESTING OF EXPLOSIVES, EXPLOSIVE MATERIALS AND FIREWORKS
458	TABLE 5605.3 MINIMUM INTRALINE (INTRAPLANT) SEPARATION DISTANCES (ILD OR IPD) BETWEEN BARRICADED OPERATING BUILDINGS CONTAINING EXPLOSIVES—DIVISION 1.1, 1.2 OR 1.5 MASS-EXPLOSION HAZARDa
460	SECTION 5606 SMALL ARMS AMMUNITION AND SMALL ARMS AMMUNITION COMPONENTS
461	SECTION 5607 BLASTING
462	SECTION 5608 FIREWORKS DISPLAY
464	SECTION 5609 TEMPORARY STORAGE OF CONSUMER FIREWORKS
465	CHAPTER 57 FLAMMABLE AND COMBUSTIBLE LIQUIDS SECTION 5701 GENERAL
466	SECTION 5702 DEFINITIONS SECTION 5703 GENERAL REQUIREMENTS
467	TABLE 5703.1.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONSa
468	TABLE 5703.1.1—continued CLASS I ELECTRICAL EQUIPMENT LOCATIONSa
469	TABLE 5703.6.2 PIPING STANDARDS
470	SECTION 5704 STORAGE
481	TABLE 5704.3.4.1 MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIESa
482	TABLE 5704.3.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA
483	TABLE 5704.3.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES TABLE 5704.3.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES
484	TABLE 5704.3.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS AND
485	TABLE 5704.3.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETSa
486	TABLE 5704.3.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THA
487	TABLE 5704.3.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5 TABLE 5704.3.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS 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 ARRAYa
488	TABLE 5704.3.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESSa
489	TABLE 5704.4.2 OUTDOOR LIQUID STORAGE IN CONTAINERS AND PORTABLE TANKS
490	SECTION 5705 DISPENSING, USE, MIXING AND HANDLING
491	TABLE 5705.3.4(1) SEPARATION OF PROCESSING VESSELS FROM LOT LINES
492	TABLE 5705.3.4(2) REFERENCE TABLE FOR USE WITH TABLE 5705.3.4(1)
494	TABLE 5705.3.8.2 MAXIMUM ALLOWABLE QUANTITIES FOR DISPENSING FLAMMABLE AND COMBUSTIBLE LIQUIDS IN OUTDOOR CONTROL AREASa
496	SECTION 5706 SPECIAL OPERATIONS
505	SECTION 5707 ON-DEMAND MOBILE FUELING OPERATIONS
507	CHAPTER 58 FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS SECTION 5801 GENERAL SECTION 5802 DEFINITIONS SECTION 5803 GENERAL REQUIREMENTS
508	SECTION 5804 STORAGE SECTION 5805 USE SECTION 5806 FLAMMABLE CRYOGENIC FLUIDS
509	SECTION 5807 METAL HYDRIDE STORAGE SYSTEMS
510	SECTION 5808 HYDROGEN FUEL GAS ROOMS
513	CHAPTER 59 FLAMMABLE SOLIDS SECTION 5901 GENERAL SECTION 5902 DEFINITIONS SECTION 5903 GENERAL REQUIREMENTS SECTION 5904 STORAGE SECTION 5905 USE SECTION 5906 MAGNESIUM
517	CHAPTER 60 HIGHLY TOXIC AND TOXIC MATERIALS SECTION 6001 GENERAL SECTION 6002 DEFINITIONS SECTION 6003 HIGHLY TOXIC AND TOXIC SOLIDS AND LIQUIDS
518	SECTION 6004 HIGHLY TOXIC AND TOXIC COMPRESSED GASES
521	TABLE 6004.2.2.7.5 RATE OF RELEASE FOR CYLINDERS AND PORTABLE TANKS
523	SECTION 6005 OZONE GAS GENERATORS
525	CHAPTER 61 LIQUEFIED PETROLEUM GASES SECTION 6101 GENERAL SECTION 6102 DEFINITIONS SECTION 6103 INSTALLATION OF EQUIPMENT
526	SECTION 6104 LOCATION OF LP-GAS CONTAINERS SECTION 6105 PROHIBITED USE OF LP-GAS SECTION 6106 DISPENSING AND OVERFILLING
527	TABLE 6104.3 LOCATION OF LP-GAS CONTAINERS SECTION 6107 SAFETY PRECAUTIONS AND DEVICES
528	SECTION 6108 FIRE PROTECTION SECTION 6109 STORAGE OF PORTABLE LP-GAS CONTAINERS AWAITING USE OR RESALE
529	TABLE 6109.12 SEPARATION FROM EXPOSURES OF LP-GAS CONTAINERS AWAITING USE, RESALE OR EXCHANGE STORED OUTSIDE OF BUILDINGS SECTION 6110 LP-GAS CONTAINERS NOT IN SERVICE
530	SECTION 6111 PARKING AND GARAGING OF LP-GAS TANK VEHICLES
531	CHAPTER 62 ORGANIC PEROXIDES SECTION 6201 GENERAL SECTION 6202 DEFINITION SECTION 6203 GENERAL REQUIREMENTS SECTION 6204 STORAGE
532	TABLE 6204.1.2 ORGANIC PEROXIDES—DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS TABLE 6204.1.7 STORAGE OF ORGANIC PEROXIDES
533	SECTION 6205 USE
535	CHAPTER 63 OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS SECTION 6301 GENERAL SECTION 6302 DEFINITIONS SECTION 6303 GENERAL REQUIREMENTS
536	TABLE 6303.2 STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS SECTION 6304 STORAGE TABLE 6304.1.5(1) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS
537	TABLE 6304.1.5(2) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.1.5(3) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS TABLE 6304.2.1 OXIDIZER GASES—DISTANCE FROM STORAGE TO EXPOSURESa SECTION 6305 USE SECTION 6306 LIQUID OXYGEN IN HOME HEALTH CARE
541	CHAPTER 64 PYROPHORIC MATERIALS SECTION 6401 GENERAL SECTION 6402 DEFINITION SECTION 6403 GENERAL REQUIREMENTS SECTION 6404 STORAGE
542	TABLE 6404.2.1 PYROPHORIC GASES—DISTANCE FROM STORAGE TO EXPOSURESa SECTION 6405 USE
543	CHAPTER 65 PYROXYLIN (CELLULOSE NITRATE) PLASTICS SECTION 6501 GENERAL SECTION 6502 DEFINITIONS SECTION 6503 GENERAL REQUIREMENTS SECTION 6504 STORAGE AND HANDLING
545	CHAPTER 66 UNSTABLE (REACTIVE) MATERIALS SECTION 6601 GENERAL SECTION 6602 DEFINITION SECTION 6603 GENERAL REQUIREMENTS
546	SECTION 6604 STORAGE SECTION 6605 USE
547	CHAPTER 67 WATER-REACTIVE SOLIDS AND LIQUIDS SECTION 6701 GENERAL SECTION 6702 DEFINITION SECTION 6703 GENERAL REQUIREMENTS SECTION 6704 STORAGE
548	SECTION 6705 USE
549	CHAPTERS 68 THROUGH 79 RESERVED
551	PART VI—REFERENCED STANDARDS CHAPTER 80 REFERENCED STANDARDS AASHTO AFSI ANSI API
552	ASCE/SEI ASHRAE ASME
553	ASSE ASTM
554	BHMA CA
555	CGA CGR CPSC DOC
556	DOL DOTn DOTy EN FCC
557	FM ICC
558	IIAR IKECA ISO NEMA
559	NFPA
563	UL
565	USC
567	PART VII—APPENDICES APPENDIX A BOARD OF APPEALS SECTION A101 GENERAL
569	APPENDIX B FIRE-FLOW REQUIREMENTS FOR BUILDINGS SECTION B101 GENERAL SECTION B102 DEFINITIONS SECTION B103 MODIFICATIONS SECTION B104 FIRE-FLOW CALCULATION AREA
570	SECTION B105 FIRE-FLOW REQUIREMENTS FOR BUILDINGS IN PROTECTED AREAS WITH ADEQUATE AND RELIABLE WATER SYSTEMS TABLE B105.1(1) REQUIRED FIRE FLOW FOR ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES SECTION B106 LIMITING FIRE-FLOW REQUIREMENTS FOR BUILDINGS IN PROTECTED AREAS WITH ADEQUATE AND RELIABLE WATER SYSTEMS SECTION B107 FIRE-FLOW REQUIREMENTS FOR BUILDINGS IN PROTECTED AREAS WITHOUT ADEQUATE AND RELIABLE WATER SYSTEMS
571	TABLE B105.1(2) REFERENCE TABLE FOR TABLES B105.1(1) AND B105.2 TABLE B105.2 REQUIRED FIRE FLOW FOR BUILDINGS OTHER THAN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES
572	SECTION B108 FIRE-FLOW REQUIREMENTS FOR BUILDINGS IN UNPROTECTED AREAS SECTION B109 REFERENCED STANDARDS
573	APPENDIX C FIRE HYDRANT LOCATIONS AND DISTRIBUTION SECTION C101 GENERAL SECTION C102 NUMBER OF FIRE HYDRANTS TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTSh
574	SECTION C103 FIRE HYDRANT SPACING SECTION C104 CONSIDERATION OF EXISTING FIRE HYDRANTS SECTION C105 REFERENCED STANDARD
575	APPENDIX 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
576	FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND FIGURE D103.6 FIRE LANE SIGNS SECTION D104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS
577	SECTION D105 AERIAL FIRE APPARATUS ACCESS ROADS SECTION D106 MULTIPLE-FAMILY RESIDENTIAL DEVELOPMENTS SECTION D107 ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS SECTION D108 UNIFORM ALTERNATE CONSTRUCTION STANDARD (UACS) FOR ONE- AND TWO-FAMILY DWELLINGS
578	SECTION D109 REFERENCED STANDARDS
579	APPENDIX E HAZARD CATEGORIES SECTION E101 GENERAL SECTION E102 HAZARD CATEGORIES
583	SECTION E103 EVALUATION OF HAZARDS
584	SECTION E104 REFERENCED STANDARDS
585	APPENDIX F HAZARD RANKING SECTION F101 GENERAL SECTION F102 REFERENCED STANDARD
586	TABLE F101.2 FIRE FIGHTER WARNING PLACARD DESIGNATIONS BASED ON HAZARD CLASSIFICATION CATEGORIES
587	APPENDIX G CRYOGENIC FLUIDS—WEIGHT AND VOLUME EQUIVALENTS SECTION G101 GENERAL
588	TABLE G101.2 WEIGHT AND VOLUME EQUIVALENTS FOR COMMON CRYOGENIC FLUIDS
589	APPENDIX H HAZARDOUS MATERIALS MANAGEMENT PLAN (HMMP) AND HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INSTRUCTIONS SECTION H101 HMMP SECTION H102 HMIS
590	SECTION H103 EMERGENCY PLAN SECTION H104 REFERENCED STANDARD
591	FIGURE 1 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION
592	FIGURE 2 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION
593	FIGURE 3 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION I: FACILITY DESCRIPTION PART C—FACILITY MAP
594	FIGURE 4 SECTION II—HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) SUMMARY REPORTa (Storageb Conditions)c
595	FIGURE 5 SECTION II — HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS) INVENTORY REPORT (Sort Products Alphabetically by Location of Product and then Alphabetically by Product Name)
596	FIGURE 6 HAZARDOUS MATERIALS MANAGEMENT PLAN SECTION III: EMERGENCY PLAN
597	APPENDIX I FIRE PROTECTION SYSTEMS—NONCOMPLIANT CONDITIONS SECTION I101 NONCOMPLIANT CONDITIONS
598	SECTION I102 REFERENCED STANDARDS
599	APPENDIX J BUILDING INFORMATION SIGN SECTION J101 GENERAL FIGURE J101.1.3 EXAMPLE OF COMPLETED BUILDING INFORMATION SIGN
601	SECTION J102 REFERENCED STANDARDS
603	APPENDIX K CONSTRUCTION REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES SECTION K101 GENERAL SECTION K102 FIRE SAFETY REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES
605	SECTION K103 INCIDENTAL USES IN EXISTING AMBULATORY CARE FACILITIES TABLE K103.1 INCIDENTAL USES IN EXISTING AMBULATORY CARE FACILITIES SECTION K104 MEANS OF EGRESS REQUIREMENTS FOR EXISTING AMBULATORY CARE FACILITIES
606	SECTION K105 REFERENCED STANDARDS
607	APPENDIX L REQUIREMENTS FOR FIRE FIGHTER AIR REPLENISHMENT SYSTEMS SECTION L101 GENERAL SECTION L102 DEFINITIONS SECTION L103 PERMITS SECTION L104 DESIGN AND INSTALLATION
609	SECTION L105 ACCEPTANCE TESTS SECTION L106 INSPECTION, TESTING AND MAINTENANCE SECTION L107 REFERENCED STANDARDS
611	APPENDIX M HIGH-RISE BUILDINGS—RETROACTIVE AUTOMATIC SPRINKLER REQUIREMENT SECTION M101 SCOPE SECTION M102 WHERE REQUIRED SECTION M103 COMPLIANCE
613	APPENDIX N INDOOR TRADE SHOWS AND EXHIBITIONS SECTION N101 GENERAL SECTION N102 DEFINITIONS SECTION N103 PUBLIC SAFETY FOR EVENTS
614	SECTION N104 INTERIOR FINISH AND DECORATIVE MATERIALS SECTION N105 MULTIPLE-LEVEL BOOTHS SECTION N106 COVERED BOOTHS SECTION N107 DISPLAY AND STORAGE OF HAZARDOUS AND COMBUSTIBLE MATERIALS
615	SECTION N108 MEANS OF EGRESS SECTION N109 REFERENCED STANDARDS
617	APPENDIX O RESERVED
619	APPENDIX P RESERVED
621	APPENDIX Q FIRE PREVENTION GUIDELINES FOR HAUNTED HOUSES AND SIMILAR TEMPORARY INSTALLATIONS SECTION Q101 GENERAL SECTION Q102 PERMITS SECTION Q103 GENERAL REQUIREMENTS
623	APPENDIX R ADULT FOSTER HOMES SECTION R101 GENERAL SECTION R102 DEFINITIONS SECTION R103 CONSTRUCTION SECTION R104 EXITS AND EMERGENCY EGRESS
624	SECTION R105 FLAME SPREAD AND SMOKE DENSITY SECTION R106 SMOKE ALARMS SECTION R107 CARBON MONOXIDE ALARM
625	SECTION R108 PORTABLE FIRE EXTINGUISHERS SECTION R109 HEATING EQUIPMENT SECTION R110 ELECTRICAL EQUIPMENT AND WIRING SECTION R111 EMERGENCY PROCEDURES SECTION R112 SPECIAL HAZARDS
627	APPENDIX S TANK VEHICLE TO TANK VEHICLE FUEL TRANSFER AT AIRPORTS SECTION S101 GENERAL SECTION S102 DEFINITIONS SECTION S103 SITE REQUIREMENTS SECTION S104 PERSONNEL REQUIREMENTS SECTION S105 VEHICLE AND EQUIPMENT REQUIREMENTS
629	APPENDIX T FIRE WATCH SECTION T101 GENERAL SECTION T102 DEFINITIONS SECTION T103 REQUIREMENTS SECTION T104 DOCUMENTATION
630	FIGURE T104.1A FIRE WATCH NOTICE
631	FIGURE T104.1B
633	INDEX
675	HELPFUL TOOLS FOR YOUR FIRE CODE
676	ICC MEMBERSHIP

OR OregonStructuralCode 2019

Sat, 19 Oct 2024 12:37:54 +0000

This is a fully integrated custom code based on the 2018 International Building Code®. Effective date: October 1, 2019.

PDF Catalog

PDF Pages	PDF Title
1	2019 OREGON STRUCTURAL SPECIALTY CODE
2	2019 OREGON STRUCTURAL SPECIALTY CODE BASED ON THE 2018 INTERNATIONAL BUILDING CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
8	EFFECTIVE USE OF THE OREGON STRUCTURAL SPECIALTY CODE (OSSC)
20	TABLE OF CONTENTS
28	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL
29	SECTION 102 APPLICABILITY
31	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY
32	SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
33	SECTION 105 PERMITS
34	SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 SUBMITTAL DOCUMENTS
38	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES
39	SECTION 110 INSPECTIONS
41	SECTION 111 CERTIFICATE OF OCCUPANCY SECTION 112 SERVICE UTILITIES
42	SECTION 113 BOARD OF APPEALS
43	SECTION 114 VIOLATIONS
44	SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT
46	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
86	CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A
87	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E
88	SECTION 306 FACTORY GROUP F SECTION 307 HIGH-HAZARD GROUP H
89	TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
90	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
91	TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A HEALTH HAZARD
92	SECTION 308 INSTITUTIONAL GROUP I
93	SECTION 309 MERCANTILE GROUP M
94	SECTION 310 RESIDENTIAL GROUP R
95	SECTION 311 STORAGE GROUP S SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
96	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
99	EQUATION 4-1
100	SECTION 403 HIGH-RISE BUILDINGS
101	TABLE 403.2.4 MINIMUM BOND STRENGTH
103	SECTION 404 ATRIUMS
104	SECTION 405 UNDERGROUND BUILDINGS
105	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
107	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
111	SECTION 407 GROUP I-2
115	SECTION 408 GROUP I-3
117	SECTION 409 MOTION PICTURE PROJECTION ROOMS
118	SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
119	SECTION 411 SPECIAL AMUSEMENT BUILDINGS
120	SECTION 412 AIRCRAFT-RELATED OCCUPANCIES TABLE 412.2.1.1 HEIGHT LIMITATIONS FOR AIRPORT TRAFFIC CONTROL TOWERS
122	TABLE 412.3.6 HANGAR FIRE SUPPRESSION REQUIREMENTS
123	TABLE 412.6 AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
124	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
127	TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
128	TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
129	TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa
130	TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTS
132	SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
134	TABLE 415.6.2 DETACHED BUILDING REQUIRED
136	TABLE 415.11.1.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5
140	TABLE 415.11.6.2 MAXIMUM QUANTITIES OF HPM AT A WORKSTATION
143	TABLE 415.12.2 REQUIRED SECONDARY CONTAINMENT HAZARDOUS MATERIAL SOLIDS AND LIQUIDS STORAGE
147	TABLE 415.13.12.1.4 REQUIRED SECONDARY CONTAINMENT—HAZARDOUS MATERIAL LIQUIDS USE SECTION 416 APPLICATION OF FLAMMABLE FINISHES
153	SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS
155	SECTION 419 LIVE/WORK UNITS SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
156	SECTION 421 HYDROGEN FUEL GAS ROOMS
157	SECTION 422 AMBULATORY CARE FACIILITIES SECTION 423 STORM SHELTERS
158	SECTION 424 CHILDREN’S PLAY STRUCTURES SECTION 425 HYPERBARIC FACILITIES SECTION 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
159	TABLE 426.1 SPECIFIC HAZARDS STANDARDS SECTION 427 MEDICAL GAS SYSTEMS
160	SECTION 428 HIGHER EDUCATION LABORATORIES TABLE 428.3 DESIGN AND NUMBER OF LABORATORY SUITES PER FLOOR
161	SECTION 429 STATIONARY FUEL CELL POWER SYSTEMS
162	SECTION 430 ELECTRICAL ENERGY STORAGE SYSTEMS TABLE 430.2 BATTERY STORAGE SYSTEM THRESHOLD QUANTITIES
164	TABLE 430.2.6 MAXIMUM ALLOWABLE BATTERY QUANTITIES
168	SECTION 431 DRY CLEANING SOLVENTS AND SYSTEMS
169	SECTION 432 FRUIT AND CROP RIPENING SECTION 433 LUMBER YARDS AND WOODWORKING FACILITIES
170	SECTION 434 INDUSTRIAL OVENS
171	SECTION 435 HIGH-PILED COMBUSTIBLE STORAGE
172	EQUATION 4-2 EQUATION 4-3 EQUATION 4-4
173	FIGURE 435.3.8(1) EVALUATION BY VOLUME OF GROUP A EXPANDED PLASTICS IN MIXED COMMODITIES
174	FIGURE 435.3.8(2) EVALUATION BY WEIGHT OF GROUP A EXPANDED PLASTICS IN MIXED COMMODITIES
175	TABLE 435.3.7 EXAMPLES OF COMMODITY CLASSIFICATION
176	TABLE 435.3.7—continued EXAMPLES OF COMMODITY CLASSIFICATION
177	TABLE 435.3.7—continued EXAMPLES OF COMMODITY CLASSIFICATI
178	TABLE 435.3.7—continued EXAMPLES OF COMMODITY CLASSIFICATION
179	TABLE 435.3.7—continued EXAMPLES OF COMMODITY CLASSIFICATION
180	TABLE 435.3.7—continued EXAMPLES OF COMMODITY CLASSIFICATION
181	TABLE 435.3.7—continued EXAMPLES OF COMMODITY CLASSIFICATION
183	TABLE 435.5.1 GENERAL FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS
186	TABLE 435.13.2 REQUIRED FLUE SPACES FOR RACK STORAGE
187	SECTION 436 TIRE REBUILDING SECTION 437 COMBUSTIBLE FIBERS
188	SECTION 438 PROCESSING AND EXTRACTION FACILITIES SECTION 439 AEROSOLS
189	TABLE 439.3 CLASSIFICATION OF AEROSOL PRODUCTS TABLE 439.6.1 NONSEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSESb
190	TABLE 439.6.2 SEGREGATED STORAGE OF LEVEL 2 AND 3 AEROSOL PRODUCTS IN GENERAL PURPOSE WAREHOUSES TABLE 439.6.2.2 SEGREGATED STORAGE AISLE WIDTHS AND DISTANCE TO AISLES IN GENERAL PURPOSE WAREHOUSES
191	TABLE 439.10 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND AEROSOL COOKING SPRAY PRODUCTS IN RETAIL STORAGE AREAS TABLE 439.12.1.1 MAXIMUM QUANTITIES OF LEVEL 2 AND 3 AEROSOL PRODUCTS AND AEROSOL COOKING SPRAY PRODUCTS IN RETAIL DISPLAY AREAS
193	TABLE 439.12.3 MAXIMUM STORAGE QUANTITIES FOR STORAGE AREAS ADJACENT TO RETAIL DISPLAY OF LEVEL 2 AND 3 AEROSOL PRODUCTS SECTION 440 COMPRESSED GASES
198	SECTION 441 CORROSIVE MATERIALS SECTION 442 CRYOGENIC FLUIDS
200	SECTION 443 EXPLOSIVES AND FIREWORKS
202	TABLE 443.2.1(1) 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
203	TABLE 443.2.1(2) AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991
204	TABLE 443.2.1(2)—continued AMERICAN TABLE OF DISTANCES FOR STORAGE OF EXPLOSIVES AS APPROVED BY THE INSTITUTE OF MAKERS OF EXPLOSIVES AND REVISED JUNE 1991
205	TABLE 443.2.1(3) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.3 MASS-FIRE HAZARD TABLE 443.2.1(4) TABLE OF DISTANCES (Q-D) FOR BUILDINGS AND MAGAZINES CONTAINING EXPLOSIVES—DIVISION 1.4c
207	SECTION 444 FLAMMABLE AND COMBUSTIBLE LIQUIDS
209	TABLE 444.2.1 CLASS I ELECTRICAL EQUIPMENT LOCATIONSa
210	TABLE 444.2.1—continued CLASS I ELECTRICAL EQUIPMENT LOCATIONSa
218	TABLE 444.4.6.3(1) MAXIMUM STORAGE HEIGHT IN CONTROL AREA TABLE 444.4.6.3(2) STORAGE ARRANGEMENTS FOR PALLETIZED OR SOLID-PILE STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES
219	TABLE 444.4.6.3(3) STORAGE ARRANGEMENTS FOR RACK STORAGE IN LIQUID STORAGE ROOMS AND WAREHOUSES TABLE 444.4.6.3(4) AUTOMATIC SPRINKLER PROTECTION FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS AND PORTABLE TANKS
220	TABLE 444.4.6.3(5) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS WITH OR WITHOUT CARTONS ON CONVENTIONAL WOOD PALLETS
221	TABLE 444.4.6.3(6) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY TABLE 444.4.6.3(7) AUTOMATIC AFFF WATER PROTECTION REQUIREMENTS FOR RACK STORAGE OF LIQUIDS IN METAL CONTAINERS GREATER THAN 5-GALLON CAPACITY
222	TABLE 444.4.6.3(8) AUTOMATIC SPRINKLER PROTECTION REQUIREMENTS FOR CLASS I LIQUID STORAGE IN METAL CONTAINERS 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 ARRAYa
223	TABLE 444.4.7.5.1 AUTOMATIC AFFF-WATER PROTECTION REQUIREMENTS FOR SOLID-PILE AND PALLETIZED STORAGE OF LIQUIDS IN METAL CONTAINERS OF 5-GALLON CAPACITY OR LESS
227	SECTION 445 FLAMMABLE GASES AND FLAMMABLE CRYOGENIC FLUIDS
228	SECTION 446 FLAMMABLE SOLIDS
229	SECTION 447 HIGHLY TOXIC AND TOXIC MATERIALS
234	SECTION 448 LIQUEFIED PETROLEUM GASES SECTION 449 ORGANIC PEROXIDES
236	TABLE 449.4.2 ORGANIC PEROXIDES—DISTANCE TO EXPOSURES FROM DETACHED STORAGE BUILDINGS OR OUTDOOR STORAGE AREAS SECTION 450 OXIDIZERS, OXIDIZING GASES AND OXIDIZING CRYOGENIC FLUIDS
237	TABLE 449.4.7 STORAGE OF ORGANIC PEROXIDES TABLE 450.2.2 STORAGE OF CLASS 1 OXIDIZER LIQUIDS AND SOLIDS TABLE 450.3.5(1) STORAGE OF CLASS 2 OXIDIZER LIQUIDS AND SOLIDS
238	TABLE 450.3.5(2) STORAGE OF CLASS 3 OXIDIZER LIQUIDS AND SOLIDS TABLE 450.3.5(3) STORAGE OF CLASS 4 OXIDIZER LIQUIDS AND SOLIDS SECTION 451 PYROPHORIC MATERIALS
239	SECTION 452 PYROXYLIN (CELLULOSE NITRATE) PLASTICS SECTION 453 UNSTABLE (REACTIVE) MATERIALS
240	SECTION 454 WATER-REACTIVE SOLIDS AND LIQUIDS
241	SECTION 455 PIERS AND WHARVES SECTION 456 MAUSOLEUMS AND COLUMBARIUMS
242	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES
243	TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANEa SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
244	TABLE 504.4 ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
245	TABLE 504.4—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
246	SECTION 506 BUILDING AREA EQUATION 5-1
247	EQUATION 5-2 EQUATION 5-3
248	TABLE 506.2 ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
249	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET
250	TABLE 506.2—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, S13D or SM, as applicable) IN SQUARE FEET EQUATION 5-4 EQUATION 5-5 SECTION 507 UNLIMITED AREA BUILDINGS
252	SECTION 508 MIXED USE AND OCCUPANCY
254	TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)f SECTION 509 INCIDENTAL USES
255	TABLE 509 INCIDENTAL USES SECTION 510 SPECIAL PROVISIONS
258	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) SECTION 602 CONSTRUCTION CLASSIFICATION
259	TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
262	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
263	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
264	SECTION 705 EXTERIOR WALLS
265	TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
266	EQUATION 7-1 EQUATION 7-2
267	FIGURE 705.7 EQUIVALENT OPENING FACTOR
268	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
269	SECTION 706 FIRE WALLS TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
271	SECTION 707 FIRE BARRIERS
272	TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
273	SECTION 708 FIRE PARTITIONS
274	SECTION 709 SMOKE BARRIERS
275	SECTION 710 SMOKE PARTITIONS SECTION 711 FLOOR AND ROOF ASSEMBLIES
276	SECTION 712 VERTICAL OPENINGS
277	SECTION 713 SHAFT ENCLOSURES
279	SECTION 714 PENETRATIONS
282	SECTION 715 FIRE-RESISTANT JOINT SYSTEMS
283	SECTION 716 OPENING PROTECTIVES TABLE 716.1(1) MARKING FIRE-RATED GLAZING ASSEMBLIES
284	TABLE 716.1(2) OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
285	TABLE 716.1(2)—continued OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS TABLE 716.1(3) FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
289	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
290	TABLE 717.3.2.1 FIRE DAMPER RATING
294	SECTION 718 CONCEALED SPACES
296	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
297	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE SECTION 722 CALCULATED FIRE RESISTANCE
298	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
299	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
300	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
301	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
302	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
303	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
304	TABLE 721.1(2) —continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
305	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
306	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
307	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
308	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
309	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
310	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
311	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
312	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
313	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
314	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
315	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
316	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
317	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
318	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
319	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
320	TABLE 721.1(3)—continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS
321	TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING EQUATION 7-3 EQUATION 7-4 FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
322	FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
323	TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL
324	TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches) FIGURE 722.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS EQUATION 7-5 FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
325	FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
326	TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
327	TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
328	TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches) EQUATION 7-6
329	TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLS EQUATION 7-7 TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
330	TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) EQUATION 7-8 TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
331	EQUATION 7-9 TABLE 722.4.1(3) VALUES OF Rn 0.59 TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER, pl a TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS EQUATION 7-10 EQUATION 7-11
332	FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
333	FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS
334	FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNS FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS EQUATION 7-12
335	EQUATION 7-13 EQUATION 7-14 EQUATION 7-15
336	EQUATION 7-16 FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS EQUATION 7-17
338	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE
339	TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
340	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
341	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
342	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
343	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
344	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
345	TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)]
346	TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)]
347	TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANES TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS
348	TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
350	CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES
352	TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
353	SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
354	SECTION 806 DECORATIVE MATERIALS AND TRIM SECTION 807 INSULATION
355	SECTION 808 ACOUSTICAL CEILING SYSTEMS
356	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
357	SECTION 902 FIRE PUMP AND RISER ROOM SIZE SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
358	TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
361	TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
363	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
366	SECTION 905 STANDPIPE SYSTEMS
368	SECTION 906 PORTABLE FIRE EXTINGUISHERS SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
377	TABLE 907.5.2.3.2 VISIBLE ALARMS
378	SECTION 908 EMERGENCY ALARM SYSTEMS SECTION 909 SMOKE CONTROL SYSTEMS
380	EQUATION 9-1
381	EQUATION 9-2
386	SECTION 910 SMOKE AND HEAT REMOVAL
387	EQUATION 9-3 EQUATION 9-4
388	SECTION 911 FIRE COMMAND CENTER
389	SECTION 912 FIRE DEPARTMENT CONNECTIONS
390	SECTION 913 FIRE PUMPS SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION
391	SECTION 916 GAS DETECTION SYSTEMS
392	SECTION 917 MASS NOTIFICATION SYSTEMS SECTION 918 EMERGENCY RESPONDER RADIO COVERAGE
393	SECTION 919 EXPLOSION CONTROL
394	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 ALTERATIONS SECTION 1003 GENERAL MEANS OF EGRESS
395	SECTION 1004 OCCUPANT LOAD
396	TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT SECTION 1005 MEANS OF EGRESS SIZING
398	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
400	TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY TABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES
401	SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION SECTION 1008 MEANS OF EGRESS ILLUMINATION
402	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
405	SECTION 1010 DOORS, GATES AND TURNSTILES
406	TABLE 1010.1.4.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.1.4.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
413	SECTION 1011 STAIRWAYS
417	SECTION 1012 RAMPS
418	SECTION 1013 EXIT SIGNS
419	SECTION 1014 HANDRAILS
420	SECTION 1015 GUARDS
422	SECTION 1016 EXIT ACCESS SECTION 1017 EXIT ACCESS TRAVEL DISTANCE
423	TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa SECTION 1018 AISLES SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
424	SECTION 1020 CORRIDORS TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING
425	TABLE 1020.2 MINIMUM CORRIDOR WIDTH SECTION 1021 EGRESS BALCONIES
426	SECTION 1022 EXITS SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
428	SECTION 1024 EXIT PASSAGEWAYS
429	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
430	SECTION 1026 HORIZONTAL EXITS
431	SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
432	SECTION 1028 EXIT DISCHARGE
433	SECTION 1029 ASSEMBLY
434	TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
437	TABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
439	SECTION 1030 EMERGENCY ESCAPE AND RESCUE
442	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 COMPLIANCE
443	SECTION 1103 SCOPING REQUIREMENTS
444	SECTION 1104 ACCESSIBLE ROUTE
446	SECTION 1105 ACCESSIBLE ENTRANCES SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
447	TABLE 1106.1 ACCESSIBLE PARKING SPACES
448	SECTION 1107 DWELLING UNITS AND SLEEPING UNITS
450	TABLE 1107.6.1.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS
452	SECTION 1108 SPECIAL OCCUPANCIES TABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
453	TABLE 1108.2.7.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS
454	TABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES SECTION 1109 OTHER FEATURES AND FACILITIES
457	TABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES SECTION 1110 RECREATIONAL FACILITIES SECTION 1111 SIGNAGE
458	SECTION 1112 CLUSTERED MAILBOXES
460	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION
461	TABLE 1202.3 INSULATION FOR CONDENSATION CONTROL
462	SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING
463	SECTION 1205 YARDS OR COURTS SECTION 1206 SOUND TRANSMISSION SECTION 1207 INTERIOR SPACE DIMENSIONS
464	SECTION 1208 ACCESS TO UNOCCUPIED SPACES SECTION 1209 TOILET AND BATHROOM REQUIREMENTS
466	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
468	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS
469	SECTION 1403 MATERIALS SECTION 1404 INSTALLATION OF WALL COVERINGS
470	TABLE 1404.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1404.3.2 CLASS III VAPOR RETARDERS
475	SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS TABLE 1405.1.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS
476	SECTION 1406 METAL COMPOSITE MATERIALS (MCM) SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
477	SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL)
478	SECTION 1409 PLASTIC COMPOSITE DECKING
480	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1503 WEATHER PROTECTION SECTION 1504 PERFORMANCE REQUIREMENTS
481	TABLE 1504.1.1 CLASSIFICATION OF STEEP SLOPE ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D316 OR D71581
482	TABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH AGGREGATE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION TABLE 1505.1a, b MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION SECTION 1505 FIRE CLASSIFICATION
483	SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
484	TABLE 1507.1.1(1) UNDERLAYMENT TYPES
485	TABLE 1507.1.1(2) UNDERLAYMENT APPLICATION
486	TABLE 1507.1.1(3) UNDERLAYMENT ATTACHMENT
487	TABLE 1507.2.8.2 VALLEY LINING MATERIAL
488	TABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENT
489	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
490	TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 1507.8.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
491	TABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION
492	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.9.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
493	TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS
495	SECTION 1508 ROOF INSULATION TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 RADIANT BARRIERS INSTALLED ABOVE DECK SECTION 1510 ROOFTOP STRUCTURES
497	SECTION 1511 REROOFING
500	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
501	SECTION 1604 GENERAL DESIGN REQUIREMENTS
502	TABLE 1604.3 DEFLECTION LIMITS
503	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
504	SECTION 1605 LOAD COMBINATIONS EQUATION 16-1 EQUATION 16-2 EQUATION 16-3 EQUATION 16-4 EQUATION 16-5 EQUATION 16-6 EQUATION 16-7
505	EQUATION 16-8 EQUATION 16-9 EQUATION 16-10 EQUATION 16-11 EQUATION 16-12 EQUATION 16-13 EQUATION 16-14 EQUATION 16-15 EQUATION 16-16 EQUATION 16-17 EQUATION 16-18 EQUATION 16-19 EQUATION 16-20 EQUATION 16-21 EQUATION 16-22
506	SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
507	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
508	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND MINIMUM CONCENTRATED LIVE LOADS
509	EQUATION 16-23
510	TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL EQUATION 16-24 EQUATION 16-25
511	EQUATION 16-26 EQUATION 16-27 EQUATION 16-28 EQUATION 16-29 EQUATION 16-30 EQUATION 16-31 EQUATION 16-32
512	SECTION 1608 SNOW LOADS
513	TABLE 7.2 GROUND SNOW LOAD ADJUSTMENT TABLE 1608.3 LOCATIONS AND CRITERIA FOR SITE-SPECIFIC GROUND SNOW LOAD STUDY REQUIREMENT SECTION 1609 WIND LOADS
514	EQUATION 16-33
515	TABLE 1609.3 BASIC DESIGN WIND SPEED, V, FOR RISK CATEGORY I, II, III AND IV BUILDINGS AND OTHER STRUCTURES
516	TABLE 1609.3—continued BASIC DESIGN WIND SPEED, V, FOR RISK CATEGORY I, II, III AND IV BUILDINGS AND OTHER STRUCTURES EQUATION 16-34
517	FIGURE 1609.3 OREGON SPECIAL WIND REGIONS TABLE 1609.3.1 WIND SPEED CONVERSIONS
518	SECTION 1610 SOIL LATERAL LOADS TABLE 1610.1 LATERAL SOIL LOAD SECTION 1611 RAIN LOADS EQUATION 16-35
519	FIGURE 1611.1 100-YEAR, 1-HOUR RAINFALL (INCHES) OREGON SECTION 1612 FLOOD LOADS
520	SECTION 1613 EARTHQUAKE LOADS
521	EQUATION 16-36 EQUATION 16-37 EQUATION 16-38 EQUATION 16-39
522	FIGURE 1613.2.1(1) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
523	FIGURE 1613.2.1(1)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 0.2-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
524	FIGURE 1613.2.1(2) RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
525	FIGURE 1613.2.1(2)—continued RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCER) GROUND MOTION RESPONSE ACCELERATIONS FOR THE CONTERMINOUS UNITED STATES OF 1-SECOND SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING)
526	TABLE 1613.2.3(1) VALUES OF SITE COEFFICIENT Fa a TABLE 1613.2.3(2) VALUES OF SITE COEFFICIENT FV a
527	TABLE 1613.2.5(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD (0.2 second) RESPONSE ACCELERATION TABLE 1613.2.5(2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION
530	ASCE EQUATION 21.3-1
531	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY
532	EQUATION 16-40 FIGURE 1616.3 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
533	EQUATION 16-41
534	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS
535	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
537	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
538	TABLE 1705.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
539	TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
540	TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
541	TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
542	TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS
546	SECTION 1706 DESIGN STRENGTHS OF MATERIALS
547	SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS SECTION 1709 PRECONSTRUCTION LOAD TESTS
550	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
553	SECTION 1804 EXCAVATION, GRADING AND FILL SECTION 1805 DAMPPROOFING AND WATERPROOFING
555	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
556	SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
557	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
558	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
559	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d  5 INCHES
560	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d  6.75 INCHES EQUATION 18-1 EQUATION 18-2 EQUATION 18-3
561	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d  8.75 INCHES SECTION 1808 FOUNDATIONS
563	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′ C OF CONCRETE OR GROUT
564	TABLE 1808.8.2 MINIMUM CONCRETE COVER SECTION 1809 SHALLOW FOUNDATIONS
565	TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
566	SECTION 1810 DEEP FOUNDATIONS
568	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
570	EQUATION 18-4
572	EQUATION 18-5
573	EQUATION 18-6 EQUATION 18-7 EQUATION 18-8 EQUATION 18-9 EQUATION 18-10
578	SECTION 1811 RADON CONTROL METHODS—PUBLIC BUILDINGS
583	SECTION 1812 RADON CONTROL METHODS—GROUP R-2 AND R-3 OCCUPANCIES
584	FIGURE 1811.3.4 GAS CONVEYANCE PIPING
586	FIGURE 1812.2 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
588	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 DEFINITIONS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS
589	SECTION 1905 MODIFICATIONS TO ACI 318
591	SECTION 1906 STRUCTURAL PLAIN CONCRETE SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE
594	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
596	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 NOTATIONS SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS
597	SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN EQUATION 21-1
598	SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY EQUATION 21-2
599	TABLE 2109.2.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY
600	SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
602	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS
603	SECTION 2113 MASONRY CHIMNEYS
606	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZ
607	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION SECTION 2114 DRY-STACK MASONR TABLE 2114.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY
608	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL
609	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
610	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION
612	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
616	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
617	TABLE 2304.6.1 MAXIMUM ALLOWABLE STRESS DESIGN WIND SPEED, Vasd PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING
618	TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE
619	TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
620	TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood structural panels are five-ply, five-layer unless otherwise noted)a TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATION OF 2-INCH NOMINAL THICKNESS
622	TABLE 2304.10.1 FASTENING SCHEDULE
623	TABLE 2304.10.1—continued FASTENING SCHEDULE
624	TABLE 2304.10.1—continued FASTENING SCHEDULE
625	TABLE 2304.10.1—continued FASTENING SCHEDULE
626	TABLE 2304.10.1—continued FASTENING SCHEDULE
627	TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
629	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS EQUATION 23-1 TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP (Structural I)a, c EQUATION 23-2 SECTION 2306 ALLOWABLE STRESS DESIGN
630	TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS
631	TABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
632	SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION TABLE 2308.2.1 ALLOWABLE STORY HEIGHT
633	TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGf
634	TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING
635	TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING
636	TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING TABLE 2306.3(2) ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLY
637	TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES
639	TABLE 2308.4.1.1(1) HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
640	TABLE 2308.4.1.1(1)—continued HEADER AND GIRDER SPANSa, b FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
641	TABLE 2308.4.1.1(2) HEADER AND GIRDER SPANSa, b FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-fir and required number of jack studs)
642	TABLE 2308.4.2.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
643	TABLE 2308.4.2.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)
644	TABLE 2308.4.2.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
645	TABLE 2308.4.2.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)
646	FIGURE 2308.4.4.1(1) OPENINGS IN FLOOR AND ROOF DIAPHRAGMS
647	FIGURE 2308.4.4.1(2) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS FIGURE 2308.4.4.2 PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY TABLE 2308.5.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS
649	FIGURE 2308.5.5.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 2308.5.5.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE
650	TABLE 2308.5.11 MINIMUM THICKNESS OF WALL SHEATHING
651	FIGURE 2308.6.1 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM
652	TABLE 2308.6.1a WALL BRACING REQUIREMENTS
653	TABLE 2308.6.3(1) BRACING METHODS
654	TABLE 2308.6.3(1)—continued BRACING METHODS TABLE 2308.6.3(2) EXPOSED PLYWOOD PANEL SIDING
655	TABLE 2308.6.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not exposed to the weather, strength axis parallel or perpendicular to studs except as Indicated) TABLE 2308.6.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not exposed to the weather, long dimension of the panel parallel or perpendicular to studs) TABLE 2308.6.3(5) HARDBOARD SIDING
656	FIGURE 2308.6.5.1 ALTERNATE BRACED WALL PANEL (ABW) FIGURE 2308.6.5.2 PORTAL FRAME WITH HOLD-DOWNS (PFH)
658	FIGURE 2308.6.7.2(1) BRACED WALL LINE TOP PLATE CONNECTION FIGURE 2308.6.7.2(2) BRACED WALL PANEL TOP PLATE CONNECTION
660	FIGURE 2308.6.8.2(1) ROOF IN SDC D OR E NOT SUPPORTED ON ALL EDGES FIGURE 2308.6.8.2(2) ROOF EXTENSION IN SDC D OR E BEYOND BRACED WALL LINE
661	FIGURE 2308.6.8.3 STEPPED FOOTING CONNECTION DETAILS
662	TABLE 2308.7.5 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)
663	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
664	TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
665	TABLE 2308.7.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
666	TABLE 2308.7.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
667	TABLE 2308.7.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
668	TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
669	TABLE 2308.7.2(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
670	TABLE 2308.7.2(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
671	TABLE 2308.7.2(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
672	TABLE 2308.7.2(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
673	TABLE 2308.7.2(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
674	TABLE 2308.7.2(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
675	TABLE 2308.7.2(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
676	TABLE 2308.7.2(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
677	TABLE 2308.7.2(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
678	TABLE 2308.7.2(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
679	TABLE 2308.7.2(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
680	TABLE 2308.7.3.1 RAFTER TIE CONNECTIONS
681	TABLE 2308.7.12 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
682	TABLE 2308.7.12—continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING
684	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT 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
685	EQUATION 24-5 EQUATION 24-6 EQUATION 24-7 EQUATION 24-8 EQUATION 24-9 EQUATION 24-10 EQUATION 24-11 EQUATION 24-12
686	SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
687	EQUATION 24-13 EQUATION 24-14 EQUATION 24-15 SECTION 2406 SAFETY GLAZING
688	TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
689	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES
690	SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
692	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS
693	TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION
694	TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
695	TABLE 2508.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
696	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
697	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER SECTION 2514 REINFORCED GYPSUM CONCRETE
698	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
701	FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP
703	TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
704	TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER
705	TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION 2606 LIGHT-TRANSMITTING PLASTICS
706	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
707	TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
708	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
709	SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER
710	SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
712	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
713	SECTION 2703 ELECTRICAL ROOM SIGNAGE
714	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL SECTION 2802 FUEL OIL STORAGE SYSTEMS
716	TABLE 2802.8.2 MINIMUM EXHAUST RATE
718	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.1.1 and 2902.2)
719	TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
720	TABLE 2902.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (See Sections 2902.1.1 and 2902.2)
722	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES SECTION 3003 EMERGENCY OPERATIONS
723	SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS
724	SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
725	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
726	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL SECTION 3008 OCCUPANT EVACUATION ELEVATORS
730	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
732	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
733	SECTION 3105 AWNINGS AND CANOPIES
734	SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 3110 AUTOMATIC VEHICULAR GATES
735	SECTION 3111 SOLAR ENERGY SYSTEMS
738	SECTION 3112 GREENHOUSES SECTION 3113 TEMPORARY SPECIAL EVENT STRUCTURES FIGURE 3111.3.5.3(1) PHOTOVOLTAIC RACKING AND MODULE ATTACHMENT TO RAFTERS OR TRUSS
739	FIGURE 3111.3.5.3(2) PHOTOVOLTAIC RACKING AND MODULE ATTACHMENT TO BLOCKINGS
740	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
742	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
743	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
744	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS
745	SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON
746	CHAPTER 34 EXISTING BUILDINGS SECTION 3401 MODIFICATIONS TO IEBC CHAPTER 1 SCOPE AND ADMINISTRATION SECTION 3402 MODIFICATIONS TO IEBC CHAPTER 2 DEFINITIONS
747	SECTION 3403 MODIFICATIONS TO IEBC CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS IEBC TABLE 303.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH REDUCED SEISMIC FORCES
749	IEBC SECTION 306 FIRE ALARMS
750	IEBC SECTION 307 SMOKE ALARMS
751	IEBC SECTION 308 CARBON MONOXIDE ALARMS SECTION 3404 MODIFICATIONS TO IEBC CHAPTER 4 REPAIRS
752	SECTION 3405 MODIFICATIONS TO IEBC CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD
755	SECTION 3406 MODIFICATIONS TO IEBC CHAPTER 6 CLASSIFICATION OF WORK SECTION 3407 MODIFICATIONS TO IEBC CHAPTER 7 ALTERATIONS—LEVEL 1
757	SECTION 3408 MODIFICATIONS TO IEBC CHAPTER 8 ALTERATIONS—LEVEL 2
759	SECTION 3409 MODIFICATIONS TO IEBC CHAPTER 9 ALTERATIONS—LEVEL 3
760	SECTION 3410 MODIFICATIONS TO IEBC CHAPTER 10 CHANGE OF OCCUPANCY
761	SECTION 3411 MODIFICATIONS TO IEBC CHAPTER 11 ADDITIONS
762	SECTION 3412 MODIFICATIONS TO IEBC CHAPTER 12 HISTORIC BUILDINGS SECTION 3413 MODIFICATIONS TO IEBC CHAPTER 13 PERFORMANCE COMPLIANCE METHODS
763	SECTION 3414 MODIFICATIONS TO IEBC CHAPTER 14 RELOCATED OR MOVED BUILDINGS SECTION 3415 MODIFICATIONS TO IEBC CHAPTER 15 CONSTRUCTION SAFEGUARDS SECTION 3416 MODIFICATIONS TO IEBC CHAPTER 16 REFERENCED STANDARDS
764	CHAPTER 35 REFERENCED STANDARDS AA AAMA ACI AISC
765	AISI ANSI
766	APA
767	ASABE ASCE/SEI ASME
768	ASSE ASTM
779	AWC AWCI
780	AWPA AWS BHMA CEN CGA
781	CPA CPSC CSA CSSB
782	DASMA DOC DOL DOTn DOTy
783	FM GA HPVA ICC
784	ISO NAAMM NCMA NFPA
787	PCI PTI
788	RMI SBCA SDI SJI SPRI
789	SRCC TIA TMS TPI
790	UL
792	ULC USC
793	WCLIB WDMA WRI
794	APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS [A] SECTION A102 REFERENCED STANDARDS
796	APPENDIX B BOARD OF APPEALS SECTION B101 GENERAL
798	APPENDIX C GROUP U—AGRICULTURAL BUILDINGS SECTION C101 GENERAL SECTION C102 ALLOWABLE HEIGHT AND AREA SECTION C103 MIXED OCCUPANCIES
799	TABLE C102.1 BASIC ALLOWABLE AREA FOR A GROUP U, ONE STORY IN HEIGHT AND MAXIMUM HEIGHT OF SUCH OCCUPANCY SECTION C104 EXITS
800	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
801	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATED PARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
802	SECTION D106 REFERENCED STANDARDS
804	APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS
806	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
808	APPENDIX G FLOOD-RESISTANT CONSTRUCTION SECTION G101 ADMINISTRATION SECTION G102 APPLICABILITY SECTION G103 POWERS AND DUTIES
809	SECTION G104 PERMITS
810	SECTION G105 VARIANCES
811	SECTION G201 DEFINITIONS SECTION G301 SUBDIVISIONS SECTION G401 SITE IMPROVEMENT
812	SECTION G501 MANUFACTURED HOMES SECTION G601 RECREATIONAL VEHICLES SECTION G701 TANKS SECTION G801 OTHER BUILDING WORK
813	SECTION G901 TEMPORARY STRUCTURES AND TEMPORARY STORAGE SECTION G1001 UTILITY AND MISCELLANEOUS GROUP U SECTION G1101 REFERENCED STANDARDS
814	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION
815	SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS
816	SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
817	SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS
818	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
820	APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS
821	SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS SECTION J108 SETBACKS
822	FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS
823	SECTION J109 DRAINAGE AND TERRACING SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS
824	APPENDIX K ADMINISTRATIVE PROVISIONS
826	APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION
828	APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD
830	APPENDIX N REPLICABLE BUILDINGS
832	APPENDIX O TSUNAMI LOADS PURPOSE, INTENT AND GUIDANCE GUIDE TO USING APPENDIX O SECTION O101 GENERAL
833	SECTION O102 DEFINITIONS SECTION O103 REFUGE STRUCTURES FOR VERTICAL EVACUATION FROM TSUNAMI-GENERATED HAZARD
834	SECTION O104 REFERENCED STANDARDS
836	APPENDIX P TALL WOOD BUILDINGS SECTION AP101 GENERAL SECTION AP102 DEFINITIONS SECTION AP103 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION AP104 GENERAL BUILDING HEIGHTS AND AREAS
837	TABLE AP104.3 TYPE IVA, IVB AND IVC CONSTRUCTION ALLOWABLE HEIGHTS, STORIES AND AREAS (This table combines the provisions of Tables 504.3, 504.4 and 506.2 of the Building Code.)
838	TABLE AP104.3—continued TYPE IVA, IVB AND IVC CONSTRUCTION ALLOWABLE HEIGHTS, STORIES AND AREAS (This table combines the provisions of Tables 504.3, 504.4 and 506.2 of the Building Code.)
839	TABLE AP104.3—continued TYPE IVA, IVB AND IVC CONSTRUCTION ALLOWABLE HEIGHTS, STORIES AND AREAS (This table combines the provisions of Tables 504.3, 504.4 and 506.2 of the Building Code.)
840	SECTION AP105 TYPES OF CONSTRUCTION
841	EQUATION P6-1
842	SECTION AP106 FIRE AND SMOKE PROTECTION FEATURES
843	TABLE P601 FIRE-RESISTANCE-RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) TABLE P602 FIRE-RESISTANCE-RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
844	TABLE P722.7.1(1) PROTECTION REQUIRED FROM NON COMBUSTIBLE COVERING MATERIAL TABLE P722.7.1(2) PROTECTION REQUIRED FROM NONCOMBUSTIBLE COVERING MATERIAL
845	SECTION AP107 INTERIOR FINISHES SECTION AP108 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION AP109 SPECIAL INSPECTIONS AND TESTS
846	TABLE P1705.5.3 REQUIRED SPECIAL INSPECTIONS OF MASS TIMBER CONSTRUCTION SECTION AP110 WOOD
847	SECTION AP111 PLASTIC
848	TABLE P2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS SECTION AP112 REFERENCED STANDARDS
850	INDEX
892	HELPFUL RESOURCES FORYOUR IBC®
893	ICC DIGITAL CODES LIBRARY

OR OregonMechanicalCode 2019

Sat, 19 Oct 2024 12:37:54 +0000

This is a fully integrated custom code based on the 2018 International Mechanical Code®. Effective date: October 1, 2019.

PDF Catalog

PDF Pages	PDF Title
1	2019 OREGON MECHANICAL SPECIALTY CODE
2	2019 OREGON MECHANICAL SPECIALTY CODE BASED ON THE 2018 INTERNATIONAL MECHANICAL CODE® AND THE 2018 INTERNATIONAL FUEL GAS CODE® TITLE PAGE
3	COPYRIGHT
4	PREFACE
8	EFFECTIVE USE OF THE OREGON MECHANICAL SPECIALTY CODE
11	EFFECTIVE USE OF APPENDIX C—FUEL GAS
14	TABLE OF CONTENTS
18	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY
20	PART 2–ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF MECHANICAL INSPECTION
21	SECTION 104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
22	SECTION 105 APPROVAL SECTION 106 PERMITS
26	SECTION 107 INSPECTIONS AND TESTING
27	SECTION 108 VIOLATIONS
29	SECTION 109 BOARD OF APPEALS SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES
30	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
42	CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL
43	SECTION 302 PROTECTION OF STRUCTURE
44	SECTION 303 EQUIPMENT AND APPLIANCE LOCATION SECTION 304 INSTALLATION
46	FIGURE 304.1 ILLUSTRATIONS OF NORMAL VEHICLE PATH AND RECOMMENDED TYPES OF PROTECTION
47	SECTION 305 PIPING SUPPORT TABLE 305.4 PIPING SUPPORT SPACINGa SECTION 306 ACCESS AND SERVICE SPACE
49	SECTION 307 CONDENSATE DISPOSAL TABLE 307.2.2 CONDENSATE DRAIN SIZING
50	SECTION 308 CLEARANCE REDUCTION
51	TABLE 308.4.2 CLEARANCE REDUCTION METHODSb SECTION 309 TEMPERATURE CONTROL SECTION 310 HEATING AND COOLING LOAD CALCULATIONS
52	CHAPTER 4 VENTILATION SECTION 401 GENERAL TABLE 401.5 OPENING SIZES IN LOUVERS, GRILLES AND SCREENS PROTECTING AIR IN TAKE OPENINGS SECTION 402 NATURAL VENTILATION
53	SECTION 403 MECHANICAL VENTILATION
54	EQUATION 4-1 TABLE 403.3.1.1.1.2 ZONE AIR DISTRIBUTION EFFECTIVENESS EQUATION 4-2 EQUATION 4-3 EQUATION 4-4
55	EQUATION 4-5 TABLE 403.3.1.1.2.3.2 SYSTEM VENTILATION EFFICIENCY EQUATION 4-6 EQUATION 4-7 EQUATION 4-8
56	EQUATION 4-9 TABLE 403.3.2.3 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR GROUP R-2, R-3, AND R-4 OCCUPANCIES SECTION 404 ENCLOSED PARKING GARAGES SECTION 405 SYSTEMS CONTROL SECTION 406 VENTILATION OF UNINHABITED SPACES SECTION 407 AMBULATORY CARE FACILITIES AND GROUP I-2 OCCUPANCIES
57	TABLE 403.3.1.1 MINIMUM VENTILATION RATES
58	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
59	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
60	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
62	CHAPTER 5 EXHAUST SYSTEMS SECTION 501 GENERAL
63	SECTION 502 REQUIRED SYSTEMS EQUATION 5-1
69	SECTION 503 MOTORS AND FANS
70	SECTION 504 CLOTHES DRYER EXHAUST
71	TABLE 504.8.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION 505 DOMESTIC COOKING EXHAUST EQUIPMENT
72	SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT
77	SECTION 507 COMMERCIAL KITCHEN HOODS
79	TABLE 507.2.8 MINIMUM DISTANCE BETWEEN THE LOWEST EDGE OF A GREASE FILTER AND THE COOKING SURFACE OR THE HEATING SURFACE
80	SECTION 508 COMMERCIAL KITCHEN MAKEUP AIR
81	SECTION 509 FIRE SUPPRESSION SYSTEMS SECTION 510 HAZARDOUS EXHAUST SYSTEMS
83	TABLE 510.9 MINIMUM DUCT THICKNESS TABLE 510.9.2 CLEARANCE TO COMBUSTIBLES SECTION 511 DUST, STOCK AND REFUSE CONVEYING SYSTEMS
84	TABLE 511.2 CONSTRUCTION, CLEARANCE AND TERMINATION REQUIREMENTS FOR SINGLE-WALL METAL CHIMNEYS SECTION 512 SUBSLAB SOIL EXHAUST SYSTEMS SECTION 513 SMOKE CONTROL SYSTEMS
86	EQUATION 5-2
87	EQUATION 5-3
88	SECTION 514 ENERGY RECOVERY VENTILATION SYSTEMS
90	CHAPTER 6 DUCT SYSTEMS SECTION 601 GENERAL
91	SECTION 602 PLENUMS
93	SECTION 603 DUCT CONSTRUCTION AND INSTALLATION TABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITS
95	SECTION 604 INSULATION SECTION 605 AIR FILTERS
96	SECTION 606 SMOKE DETECTION SYSTEMS CONTROL SECTION 607 DUCT AND TRANSFER OPENINGS
97	TABLE 607.3.2.1 FIRE DAMPER RATING
102	CHAPTER 7 COMBUSTION AIR SECTION 701 GENERAL
104	CHAPTER 8 CHIMNEYS AND VENTS SECTION 801 GENERAL
105	SECTION 802 VENTS TABLE 802.2 VENT APPLICATION
106	SECTION 803 CONNECTORS TABLE 803.9(1) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR LOW-HEAT APPLIANCES TABLE 803.9(2) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR MEDIUM- AND HIGH-HEAT APPLIANCES
107	TABLE 803.10.4 CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCES TABLE 803.10.6 CONNECTOR CLEARANCES TO COMBUSTIBLES SECTION 804 DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT SYSTEMS
108	SECTION 805 FACTORY-BUILT CHIMNEYS
109	SECTION 806 METAL CHIMNEYS
110	CHAPTER 9 SPECIFIC APPLIANCES, FIREPLACES AND SOLID FUEL-BURNING EQUIPMENT SECTION 901 GENERAL SECTION 902 MASONRY FIREPLACES SECTION 903 FACTORY-BUILT FIREPLACES SECTION 904 PELLET FUEL-BURNING APPLIANCES SECTION 905 FIREPLACE STOVES AND ROOM HEATERS SECTION 906 FACTORY-BUILT BARBECUE APPLIANCES SECTION 907 INCINERATORS AND CREMATORIES SECTION 908 COOLING TOWERS, EVAPORATIVE CONDENSERS AND FLUID COOLERS
111	SECTION 909 VENTED WALL FURNACES SECTION 910 FLOOR FURNACES
112	SECTION 911 DUCT FURNACES SECTION 912 INFRARED RADIANT HEATERS SECTION 913 CLOTHES DRYERS SECTION 914 SAUNA HEATERS SECTION 915 ENGINE AND GAS TURBINE-POWERED EQUIPMENT AND APPLIANCES SECTION 916 POOL AND SPA HEATERS SECTION 917 COOKING APPLIANCES
113	SECTION 918 FORCED-AIR WARM-AIR FURNACES SECTION 919 CONVERSION BURNERS SECTION 920 UNIT HEATERS SECTION 921 VENTED ROOM HEATERS SECTION 922 KEROSENE AND OIL-FIRED STOVES SECTION 923 SMALL CERAMIC KILNS
114	SECTION 924 STATIONARY FUEL CELL POWER SYSTEMS SECTION 925 MASONRY HEATERS SECTION 926 GASEOUS HYDROGEN SYSTEMS SECTION 927 EVAPORATIVE COOLING EQUIPMENT SECTION 928 HIGH-VOLUME LARGE-DIAMETER FANS SECTION 929 SOLID FUEL-BURNING DEVICES
116	CHAPTER 10 BOILERS, WATER HEATERS AND PRESSURE VESSELS SECTION 1001 GENERAL SECTION 1002 WATER HEATERS SECTION 1003 BOILERS AND PRESSURE VESSELS SECTION 1004 PERMITS REQUIRED SECTION 1005 DETAILED REQUIREMENTS
117	SECTION 1006 EXPANSION TANKS SECTION 1007 SAFETY OR RELIEF VALVE DISCHARGE SECTION 1008 GAS PRESSURE REGULATORS SECTION 1009 CLEARANCE FOR ACCESS SECTION 1010 BOILER ROOM ENCLOSURES SECTION 1011 FLOORS SECTION 1012 CHIMNEYS OR VENTS SECTION 1013 DRAINAGE SECTION 1014 FUEL SUPPLY PIPING SECTION 1015 AIR FOR COMBUSTION AND VENTILATION SECTION 1016 STEAM AND HOT WATER PIPING
118	CHAPTER 11 REFRIGERATION SECTION 1101 GENERAL SECTION 1102 SYSTEM REQUIREMENTS
119	SECTION 1103 REFRIGERATION SYSTEM CLASSIFICATION SECTION 1104 SYSTEM APPLICATION REQUIREMENTS
120	TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
121	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
122	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
123	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
124	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
126	TABLE 1104.3.2 MAXIMUM PERMISSIBLE QUANTITIES OF REFRIGERANTS SECTION 1105 MACHINERY ROOM, GENERAL REQUIREMENTS
127	EQUATION 11-1 EQUATION 11-2 SECTION 1106 MACHINERY ROOM, SPECIAL REQUIREMENTS
128	TABLE 1106.5.2 MINIMUM EXHAUST RATES SECTION 1107 REFRIGERANT PIPING
129	SECTION 1108 FIELD TEST
132	CHAPTER 12 HYDRONIC PIPING SECTION 1201 GENERAL SECTION 1202 MATERIAL TABLE 1202.4 HYDRONIC PIPE
133	TABLE 1202.5 HYDRONIC PIPE FITTINGS SECTION 1203 JOINTS AND CONNECTIONS
135	SECTION 1204 PIPE INSULATION SECTION 1205 VALVES SECTION 1206 PIPING INSTALLATION
136	SECTION 1207 TRANSFER FLUID SECTION 1208 TESTS SECTION 1209 EMBEDDED PIPING SECTION 1210 PLASTIC PIPE GROUND-SOURCE HEAT PUMP LOOP SYSTEMS
137	TABLE 1210.4 GROUND-SOURCE LOOP PIPE TABLE 1210.5 GROUND-SOURCE LOOP PIPE FITTINGS
140	CHAPTER 13 FUEL OIL PIPING AND STORAGE SECTION 1301 GENERAL SECTION 1302 MATERIAL TABLE 1302.3 FUEL OIL PIPING SECTION 1303 JOINTS AND CONNECTIONS
141	SECTION 1304 PIPING SUPPORT SECTION 1305 FUEL OIL SYSTEM INSTALLATION SECTION 1306 OIL GAUGING
142	SECTION 1307 FUEL OIL VALVES SECTION 1308 TESTING
144	CHAPTER 14 SOLAR THERMAL SYSTEMS SECTION 1401 GENERAL SECTION 1402 DESIGN AND INSTALLATION
146	SECTION 1403 HEAT TRANSFER FLUIDS SECTION 1404 LABELING
148	CHAPTER 15 REFERENCED STANDARDS ACCA AHRI AMCA ANSI
149	ASHRAE ASME
150	ASSE ASSE ASTM
153	AWS
154	AWWA CPSC CSA
155	DOL FDA FS ICC IIAR
156	MSS NAIMA NFPA
157	NSF SMACNA UL
162	APPENDIX A CHIMNEY CONNECTOR PASS-THROUGHS FIGURE A-1 CHIMNEY CONNECTOR SYSTEMS
163	FIGURE A-1—continued CHIMNEY CONNECTOR SYSTEMS
164	APPENDIX B RECOMMENDED PERMIT FEE SCHEDULE B101 MECHANICAL WORK, OTHER THAN GAS PIPING SYSTEMS B102 FEE FOR REINSPECTION B103 TEMPORARY OPERATION INSPECTION FEE B104 SELF-CONTAINED UNITS LESS THAN 2 TONS
166	INDEX
172	APPENDIX C FUEL GAS SECTION C101 SCOPE AND ADMINISTRATION SECTION C102 INSPECTIONS AND TESTING
173	SECTION C103 TEMPORARY EQUIPMENT, SYSTEMS AND USES
174	SECTION C201 FUEL GAS DEFINITIONS SECTION C202 DEFINITIONS
179	SECTION C301 GENERAL REGULATIONS SECTION C302 STRUCTURAL SAFETY SECTION C303 APPLIANCE LOCATION
180	SECTION C304 COMBUSTION, VENTILATION AND DILUTION AIR EQUATION C3-1 EQUATION C3-2
181	FIGURE C304.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section C304.5.3) FIGURE C304.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section C304.6.1)
182	FIGURE C304.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section C304.6.1) FIGURE C304.6.1(3) ALL AIR FROM OUTDOORS (see Section C304.6.1) FIGURE C304.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM THE OUTDOORS (see Section C304.6.2) FIGURE C304.6.2 SINGLE COMBUSTION AIR OPENING,ALL AIR FROM THE OUTDOORS
183	SECTION C305 INSTALLATION
184	SECTION C306 ACCESS AND SERVICE SPACE
185	SECTION C307 CONDENSATE DISPOSAL
186	SECTION C308 CLEARANCE REDUCTION SECTION C309 ELECTRICAL SECTION C310 ELECTRICAL BONDING
187	TABLE C308.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
188	FIGURE C308.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM APPLIANCE OR VENT CONNECTIONS FIGURE C308.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE C308.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
189	SECTION C401 GAS PIPING INSTALLATIONS SECTION C402 PIPE SIZING EQUATION C4-1
190	EQUATION C4-2 TABLE C402.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
191	TABLE C402.4(1) SCHEDULE 40 METALLIC PIPE
192	TABLE C402.4(2) SCHEDULE 40 METALLIC PIPE
193	TABLE C402.4(3) SCHEDULE 40 METALLIC PIPE
194	TABLE C402.4(4) SCHEDULE 40 METALLIC PIPE
195	TABLE C402.4(5) SCHEDULE 40 METALLIC PIPE
196	TABLE C402.4(6) SCHEDULE 40 METALLIC PIPE
197	TABLE C402.4(7) SCHEDULE 40 METALLIC PIPE
198	TABLE C402.4(8) SEMIRIGID COPPER TUBING
199	TABLE C402.4(9) SEMIRIGID COPPER TUBING
200	TABLE C402.4(10) SEMIRIGID COPPER TUBING
201	TABLE C402.4(11) SEMIRIGID COPPER TUBING
202	TABLE C402.4(12) SEMIRIGID COPPER TUBING
203	TABLE C402.4(13) SEMIRIGID COPPER TUBING
204	TABLE C402.4(14) SEMIRIGID COPPER TUBING
205	TABLE C402.4(15) CORRUGATED STAINLESS STEEL TUBING (CSST)
206	TABLE C402.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
207	TABLE C402.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
208	TABLE C402.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
209	TABLE C402.4(19) CORRUGATED STAINLESS STEEL TUBING (CSST)
210	TABLE C402.4(20) POLYETHYLENE PLASTIC PIPE
211	TABLE C402.4(21) POLYETHYLENE PLASTIC PIPE
212	TABLE C402.4(22) POLYETHYLENE PLASTIC PIPE
213	TABLE C402.4(23) POLYETHYLENE PLASTIC TUBING TABLE C402.4(24) POLYETHYLENE PLASTIC TUBING
214	TABLE C402.4(25) SCHEDULE 40 METALLIC PIPE
215	TABLE C402.4(26) SCHEDULE 40 METALLIC PIPE
216	TABLE C402.4(27) SCHEDULE 40 METALLIC PIPE
217	TABLE C402.4(28) SCHEDULE 40 METALLIC PIPE
218	TABLE C402.4(29) SEMIRIGID COPPER TUBING
219	TABLE C402.4(30) SEMIRIGID COPPER TUBING
220	TABLE C402.4(31) SEMIRIGID COPPER TUBING
221	TABLE C402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST)
222	TABLE C402.4(33) CORRUGATED STAINLESS STEEL TUBING (CSST)
223	TABLE C402.4(34) CORRUGATED STAINLESS STEEL TUBING (CSST)
224	TABLE C402.4(35) POLYETHYLENE PLASTIC PIPE
225	TABLE C402.4(36) POLYETHYLENE PLASTIC PIPE
226	TABLE C402.4(37) POLYETHYLENE PLASTIC TUBING
227	SECTION C403 PIPING MATERIALS
228	TABLE C403.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
229	SECTION C404 PIPING SYSTEM INSTALLATION
231	SECTION C405 PIPING BENDS AND CHANGES IN DIRECTION
232	SECTION C406 INSPECTION, TESTING AND PURGING
233	SECTION C407 PIPING SUPPORT SECTION C408 DRIPS AND SLOPED PIPING FIGURE C408.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION C409 SHUTOFF VALVES
234	TABLE C409.1.1 MANUAL GAS VALVE STANDARDS SECTION C410 FLOW CONTROLS
235	SECTION C411 APPLIANCE AND MANUFACTURED HOME CONNECTIONS
236	SECTION C412 LIQUEFIED PETROLEUM GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION C413 COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION C414 SUPPLEMENTAL AND STANDBY GAS SUPPLY SECTION C415 PIPING SUPPORT INTERVALS
237	TABLE C415.1 SUPPORT OF PIPING SECTION C416 FUEL-GAS EQUIPMENT AND INSTALLATIONS IN MANUFACTURED STRUCTURE (MOBILE HOME OR RECREATIONAL VEHICLE) PARKS SECTION C417 OVERPRESSURE PROTECTION DEVICES
239	SECTION C501 CHIMNEYS AND VENTS
240	SECTION C502 VENTS SECTION C503 VENTING OF APPLIANCES
242	TABLE C503.4 TYPE OF VENTING SYSTEM TO BE USED
244	FIGURE C503.6.5 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
246	TABLE C503.8 THROUGH-THE-WALL, DIRECT-VENT TERMINATION CLEARANCES
247	TABLE C503.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES TABLE C503.10.2.5 MINIMUM THICKNESS FOR STEEL VENT CONNECTORS FOR MEDIUM-HEAT APPLIANCES
249	TABLE C503.10.5 CLEARANCES FOR CONNECTORSa
250	SECTION C504 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
252	TABLE C504.3.2 MAXIMUM VENT CONNECTOR LENGTH
254	SECTION C505 DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION C506 FACTORY-BUILT CHIMNEYS
255	TABLE C504.2(1) TYPE B DOUBLE-WALL GAS VENT
256	TABLE C504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
257	TABLE C504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
258	TABLE C504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
259	TABLE C504.2(2) TYPE B DOUBLE-WALL GAS VENT
260	TABLE C504.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
261	TABLE C504.2(3) MASONRY CHIMNEY
262	TABLE C504.2(3)—continued MASONRY CHIMNEY
263	TABLE C504.2(4) MASONRY CHIMNEY
264	TABLE C504.2(4)—continued MASONRY CHIMNEY
265	TABLE C504.2(5) SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT
266	TABLE C504.2(6) EXTERIOR MASONRY CHIMNEY
267	TABLE C504.3(1) TYPE B DOUBLE-WALL VENT
268	TABLE C504.3(1)—continued TYPE B DOUBLE-WALL VENT
269	TABLE C504.3(2) TYPE B DOUBLE-WALL VENT
270	TABLE C504.3(3) MASONRY CHIMNEY
271	TABLE C504.3(4) MASONRY CHIMNEY
272	TABLE C504.3(5) SINGLE-WALL METAL PIPE OR TYPE ASBESTOS CEMENT VENT
273	TABLE C504.3(6a) EXTERIOR MASONRY CHIMNEY TABLE C504.3(6b) EXTERIOR MASONRY CHIMNEY TABLE C504.3(6b) EXTERIOR MASONRY CHIMNEY—continued
274	TABLE C504.3(7a) EXTERIOR MASONRY CHIMNEY TABLE C504.3(7b) EXTERIOR MASONRY CHIMNEY TABLE C504.3(7b) EXTERIOR MASONRY CHIMNEY—continued
275	SECTION C601 SPECIFIC APPLIANCES SECTION C602 DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION C603 LOG LIGHTERS SECTION C604 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION C605 VENTED GAS FIREPLACE HEATERS SECTION C606 INCINERATORS AND CREMATORIES SECTION C607 COMMERCIAL-INDUSTRIAL INCINERATORS SECTION C608 VENTED WALL FURNACES SECTION C609 FLOOR FURNACES
276	SECTION C610 DUCT FURNACES SECTION C611 NONRECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS
277	SECTION C612 RECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS SECTION C613 CLOTHES DRYERS SECTION C614 CLOTHES DRYER EXHAUST SECTION C615 SAUNA HEATERS SECTION C616 ENGINE AND GAS TURBINE-POWERED EQUIPMENT
278	SECTION C617 POOL AND SPA HEATERS SECTION C618 FORCED-AIR WARM-AIR FURNACES SECTION C619 CONVERSION BURNERS
279	SECTION C620 UNIT HEATERS SECTION C621 UNVENTED ROOM HEATERS SECTION C622 VENTED ROOM HEATERS SECTION C623 COOKING APPLIANCES
280	SECTION C624 WATER HEATERS SECTION C625 REFRIGERATORS SECTION C626 GAS-FIRED TOILETS SECTION C627 AIR-CONDITIONING APPLIANCES
281	SECTION C628 ILLUMINATING APPLIANCES SECTION C629 SMALL CERAMIC KILNS SECTION C630 INFRARED RADIANT HEATERS
282	SECTION C631 BOILERS SECTION C632 RESERVED SECTION C633 STATIONARY FUEL-CELL POWER SYSTEMS SECTION C634 CHIMNEY DAMPER OPENING AREA TABLE C634.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES SECTION C635 GASEOUS HYDROGEN SYSTEMS SECTION C636 OUTDOOR DECORATIVE APPLIANCES
283	SECTION C701 GASEOUS HYDROGEN STSYEMS SECTION C702 GENERAL DEFINITIONS SECTION C703 GENERAL REQUIREMENTS
284	SECTION C704 PIPING, USE AND HANDLING
285	SECTION C705 TESTING OF HYDROGEN PIPING SYSTEMS
286	SECTION C706 LOCATION OF GASEOUS HYDROGEN SYSTEMS SECTION C707 OPERATION OF GASEOUS HYDROGEN SYSTEMS SECTION C708 DESIGN OF LIQUEFIED HYDROGEN SYSTEMS ASSOCIATED WITH HYDROGEN VAPORIZATION OPERATIONS
287	SECTION C801 REFERENCED STANDARDS ANSI
288	ASME
289	ASTM
290	CGA CSA DOTn MSS NFPA
291	UL
292	APPENDIX C-A SIZING AND CAPACITIES OF GAS PIPING C-A.1 GENERAL PIPING CONSIDERATIONS C-A.2 DESCRIPTION OF TABLES
293	TABLE C-A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
294	TABLE C-A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
295	TABLE C-A.2.4 MULTIPLIERS TO BE USED WITH TABLES C402.4(1) THROUGH C402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 C-A.3 USE OF CAPACITY TABLES
297	TABLE C-A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS C-A.4 USE OF SIZING EQUATIONS C-A.5 PIPE AND TUBE DIAMETERS TABLE C-A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
298	TABLE C-A.5.2 COPPER TUBE STANDARD SIZES C-A.6 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
299	FIGURE C-A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE C-A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
300	FIGURE C-A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM FIGURE C-A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
302	APPENDIX C-B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS EXAMPLES USING SINGLE APPLIANCE VENTING TABLES FIGURE C-B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT FIGURE C-B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR
303	FIGURE C-B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE C-B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE C-B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE C-B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
304	FIGURE C-B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS FIGURE C-B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE C-B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT FIGURE C-B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES
305	FIGURE C-B-11 USE OF MANIFOLD COMMON VENT CONNECTOR FIGURE C-B-12 USE OF OFFSET COMMON VENT FIGURE C-B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM FIGURE C-B-14 MULTISTORY VENT SYSTEMS
306	FIGURE C-B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE C-B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
307	EXAMPLES USING COMMON VENTING TABLES FIGURE C-B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES FIGURE C-B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT
309	TABLE C-B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTS
310	FIGURE C-B-19
312	APPENDIX C-C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS FIGURE C-C-1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
314	APPENDIX C-D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION C-D.1 GENERAL C-D.2 OCCUPANT AND INSPECTOR SAFETY
315	C-D.3 GAS PIPING AND CONNECTION INSPECTIONS C-D.4 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING
316	C-D.5 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING
317	C-D.6 APPLIANCE-SPECIFIC INSPECTIONS
319	TABLE C-D.6 CO THRESHOLDS
320	APPENDIX C INDEX
324	ICC LEARNING CENTER
325	ICC ASSESSMENT CENTER