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OH BuildingCode 2024 1stptg

Sun, 20 Oct 2024 10:41:16 +0000

This is a fully integrated code based on the 2021 International Building Code®.

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PDF Pages	PDF Title
1	Cover
3	Copyright
4	PREFACE
8	TABLE OF CONTENTS
16	CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL
18	SECTION 102 APPLICABILITY AND JURISDICTIONAL AUTHORITY
22	SECTION 105 APPROVALS SECTION 103 CERTIFIED BUILDING DEPARTMENTS, PERSONNEL, AND APPEALS BOARDS SECTION 104 DUTIES AND RESPONSIBILITIES OF BUILDING DEPARTMENT PERSONNEL
23	SECTION 106 CONSTRUCTION DOCUMENTS
26	SECTION 107 PLAN APPROVAL PROCESS
28	SECTION 108 INSPECTION PROCESS
31	SECTION 109 ORDERS, VIOLATIONS, AND UNSAFE BUILDINGS SECTION 110 APPEALS
32	SECTION 111 CERTIFICATE OF OCCUPANCY AND CERTIFICATE OF COMPLETION
33	SECTION 112 CHANGES TO THE CODE SECTION 113 INDUSTRIALIZED UNITS
34	SECTION 114 PRODUCTS AND MATERIALS
38	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
74	CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE SECTION 301 SCOPE SECTION 303 ASSEMBLY GROUP A SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION
75	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E
76	SECTION 306 FACTORY GROUP F
77	SECTION 307 HIGH-HAZARD GROUP H
81	SECTION 308 INSTITUTIONAL GROUP I
83	SECTION 309 MERCANTILE GROUP M SECTION 310 RESIDENTIAL GROUP R
86	SECTION 311 STORAGE GROUP S
87	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
90	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
94	SECTION 403 HIGH-RISE BUILDINGS
97	SECTION 404 ATRIUMS
98	SECTION 405 UNDERGROUND BUILDINGS
99	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
104	SECTION 407 GROUP I-2
107	SECTION 408 GROUP I-3
110	SECTION 409 MOTION PICTURE PROJECTION ROOMS SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
112	SECTION 411 SPECIAL AMUSEMENT AREAS
113	SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
117	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
121	SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
131	SECTION 416 SPRAY APPLICATION OF FLAMMABLE FINISHES SECTION 418 ORGANIC COATINGS SECTION 417 DRYING ROOMS SECTION 419 ARTIFICIAL DECORATIVE VEGETATION
132	SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
133	SECTION 422 AMBULATORY CARE FACIILITIES SECTION 421 HYDROGEN FUEL GAS ROOMS
134	SECTION 423 STORM SHELTERS
135	SECTION 424 PLAY STRUCTURES SECTION 425 HYPERBARIC FACILITIES SECTION 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
136	SECTION 427 MEDICAL GAS SYSTEMS
137	SECTION 428 HIGHER EDUCATION LABORATORIES
140	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 BUILDING ADDRESS SECTION 503 GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
141	SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
144	SECTION 506 BUILDING AREA
148	SECTION 507 UNLIMITED AREA BUILDINGS
151	SECTION 508 MIXED USE AND OCCUPANCY
153	SECTION 509 INCIDENTAL USES
154	SECTION 510 SPECIAL PROVISIONS
158	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL SECTION 602 CONSTRUCTION CLASSIFICATION
161	SECTION 603 COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION
164	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701 GENERAL SECTION 702 MULTIPLE-USE FIRE ASSEMBLIES SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
165	SECTION 704 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS
167	SECTION 705 EXTERIOR WALLS
172	SECTION 706 FIRE WALLS
174	SECTION 707 FIRE BARRIERS
176	SECTION 708 FIRE PARTITIONS
177	SECTION 709 SMOKE BARRIERS
178	SECTION 710 SMOKE PARTITIONS
179	SECTION 711 FLOOR AND ROOF ASSEMBLIES
180	SECTION 712 VERTICAL OPENINGS
181	SECTION 713 SHAFT ENCLOSURES
183	SECTION 714 PENETRATIONS
186	SECTION 715 JOINTS AND VOIDS
187	SECTION 716 OPENING PROTECTIVES
194	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS
200	SECTION 718 CONCEALED SPACES
202	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMALAND SOUND-INSULATING MATERIALS
203	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE SECTION 722 CALCULATED FIRE RESISTANCE
258	CHAPTER 8 INTERIOR FINISHES SECTION 801 SCOPE SECTION 802 GENERAL SECTION 803 WALL AND CEILING FINISHES
261	SECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION SECTION 804 INTERIOR FLOOR FINISH
262	SECTION 806 DECORATIVE MATERIALS AND TRIM
263	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS
264	CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS SECTION 901 GENERAL
265	SECTION 903 AUTOMATIC SPRINKLER SYSTEMS SECTION 902 FIRE PUMP AND RISER ROOM SIZE
273	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
275	SECTION 905 STANDPIPE SYSTEMS
277	SECTION 906 PORTABLE FIRE EXTINGUISHERS
280	SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
291	SECTION 909 SMOKE CONTROL SYSTEMS SECTION 908 EMERGENCY ALARM SYSTEMS
300	SECTION 910 SMOKE AND HEAT REMOVAL
301	SECTION 911 FIRE COMMAND CENTER
302	SECTION 912 FIRE DEPARTMENT CONNECTIONS
303	SECTION 913 FIRE PUMPS
304	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE DETECTION
305	SECTION 916 GAS DETECTION SYSTEMS
306	SECTION 918 EMERGENCY RESPONDER COMMUNICATION COVERAGE SECTION 917 MASS NOTIFICATION SYSTEMS
308	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 MAINTENANCE AND PLANS SECTION 1003 GENERAL MEANS OF EGRESS
309	SECTION 1004 OCCUPANT LOAD
311	SECTION 1005 MEANS OF EGRESS SIZING
312	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
314	SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
315	SECTION 1008 MEANS OF EGRESS ILLUMINATION
316	SECTION 1009 ACCESSIBLE MEANS OF EGRESS
319	SECTION 1010 DOORS, GATES AND TURNSTILES
330	SECTION 1011 STAIRWAYS
333	SECTION 1012 RAMPS
335	SECTION 1013 EXIT SIGNS SECTION 1014 HANDRAILS
337	SECTION 1015 GUARDS
338	SECTION 1016 EXIT ACCESS
339	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE
340	SECTION 1018 AISLES
341	SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS SECTION 1020 CORRIDORS
343	SECTION 1022 EXITS SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS SECTION 1021 EGRESS BALCONIES
345	SECTION 1024 EXIT PASSAGEWAYS
346	SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
348	SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
349	SECTION 1028 EXIT DISCHARGE
350	SECTION 1029 EGRESS COURTS SECTION 1030 ASSEMBLY
358	SECTION 1031 EMERGENCY ESCAPE AND RESCUE
360	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 COMPLIANCE SECTION 1103 SCOPING REQUIREMENTS
361	SECTION 1104 ACCESSIBLE ROUTE
362	SECTION 1105 ACCESSIBLE ENTRANCES
363	SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
364	SECTION 1107 MOTOR-VEHICLE-RELATED FACILITIES SECTION 1108 DWELLING UNITS AND SLEEPING UNITS
368	SECTION 1109 SPECIAL OCCUPANCIES
370	SECTION 1110 OTHER FEATURES AND FACILITIES
375	SECTION 1111 RECREATIONAL FACILITIES
377	SECTION 1112 SIGNAGE
379	SECTION 1113 ADULT CHANGING STATION ACCESSIBILITY
382	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 VENTILATION
385	SECTION 1203 TEMPERATURE CONTROL SECTION 1204 LIGHTING SECTION 1205 YARDS OR COURTS
386	SECTION 1207 ENHANCED CLASSROOM ACOUSTICS SECTION 1208 INTERIOR SPACE DIMENSIONS SECTION 1206 SOUND TRANSMISSION
387	SECTION 1209 ACCESS TO UNOCCUPIED SPACES SECTION 1210 TOILET AND BATHROOM REQUIREMENTS
390	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
392	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 PERFORMANCE REQUIREMENTS
393	SECTION 1403 MATERIALS
394	SECTION 1404 INSTALLATION OF WALL COVERINGS
399	SECTION 1405 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
400	SECTION 1406 METAL COMPOSITE MATERIALS (MCM)
401	SECTION 1407 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
402	SECTION 1408 HIGH-PRESSURE DECORATIVE EXTERIORGRADE COMPACT LAMINATES (HPL)
403	SECTION 1409 PLASTIC COMPOSITE DECKING
404	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 ROOF DRAINAGE SECTION 1504 PERFORMANCE REQUIREMENTS SECTION 1503 WEATHER PROTECTION
406	SECTION 1505 FIRE CLASSIFICATION
407	SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
419	SECTION 1509 ROOF COATINGS SECTION 1508 ROOF INSULATION SECTION 1510 RADIANT BARRIERS INSTALLED ABOVE DECK
420	SECTION 1511 ROOFTOP STRUCTURES
422	SECTION 1512 REROOFING
424	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
425	SECTION 1604 GENERAL DESIGN REQUIREMENTS
427	SECTION 1605 LOAD COMBINATIONS
429	SECTION 1606 DEAD LOADS
430	SECTION 1607 LIVE LOADS
438	SECTION 1608 SNOW LOADS SECTION 1609 WIND LOADS
456	SECTION 1611 RAIN LOADS SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE
457	SECTION 1612 FLOOD LOADS
463	SECTION 1613 EARTHQUAKE LOADS
466	SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 TSUNAMI LOADS SECTION 1616 STRUCTURAL INTEGRITY
478	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 NEW MATERIALS SECTION 1703 APPROVALS SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATION
480	SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS
489	SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE
490	SECTION 1708 IN-SITU LOAD TESTS SECTION 1709 PRECONSTRUCTION LOAD TESTS
492	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DESIGN BASIS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
494	SECTION 1804 EXCAVATION, GRADING AND FILL
495	SECTION 1805 DAMPPROOFING AND WATERPROOFING
496	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS
497	SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
502	SECTION 1808 FOUNDATIONS
506	SECTION 1809 SHALLOW FOUNDATIONS
508	SECTION 1810 DEEP FOUNDATIONS
520	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 COORDINATION OF TERMINOLOGY SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
521	SECTION 1904 DURABILITY REQUIREMENTS SECTION 1905 MODIFICATIONS TO ACI 318
523	SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION
524	SECTION 1907 MINIMUM SLAB PROVISIONS SECTION 1908 SHOTCRETE
526	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS
528	CHAPTER 21 MASONRY SECTION 2103 MASONRY CONSTRUCTION MATERIALS SECTION 2101 GENERAL SECTION 2102 NOTATIONS
529	SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN
530	SECTION 2109 EMPIRICAL DESIGN OF ADOBE MASONRY SECTION 2108 STRENGTH DESIGN OF MASONRY
532	SECTION 2110 GLASS UNIT MASONRY
533	SECTION 2111 MASONRY FIREPLACES
535	SECTION 2112 MASONRY HEATERS
536	SECTION 2113 MASONRY CHIMNEYS
540	SECTION 2114 DRY-STACK MASONRY
542	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 IDENTIFICATION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2205 STRUCTURAL STEEL SECTION 2203 PROTECTION OF STEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS
543	SECTION 2206 COMPOSITE STRUCTURAL STEEL AND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
544	SECTION 2210 COLD-FORMED STEEL SECTION 2208 STEEL CABLE STRUCTURES SECTION 2211 COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION SECTION 2209 STEEL STORAGE RACKS
546	CHAPTER 23 WOOD SECTION 2301 GENERAL SECTION 2302 DESIGN REQUIREMENTS SECTION 2303 MINIMUM STANDARDS AND QUALITY
555	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
568	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS
570	SECTION 2306 ALLOWABLE STRESS DESIGN SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
571	SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION
602	SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
622	CHAPTER 24 GLASS AND GLAZING USECTION 2401 GENERAL SECTION 2402 GLAZING REPLACEMENT SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
624	SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
625	SECTION 2406 SAFETY GLAZING
627	SECTION 2407 GLASS IN HANDRAILS AND GUARDS SECTION 2408 GLAZING IN ATHLETIC FACILITIES
628	SECTION 2409 GLASS IN WALKWAYS, ELEVATOR HOISTWAYS AND ELEVATOR CARS
630	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2501 GENERAL SECTION 2502 PERFORMANCE SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2507 LATHING AND PLASTERING
631	SECTION 2508 GYPSUM CONSTRUCTION
633	SECTION 2509 SHOWERS AND WATER CLOSETS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
634	SECTION 2512 EXTERIOR PLASTER SECTION 2511 INTERIOR PLASTER
635	SECTION 2514 REINFORCED GYPSUM CONCRETE SECTION 2513 EXPOSED AGGREGATE PLASTER
636	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 FINISH AND TRIM SECTION 2603 FOAM PLASTIC INSULATION
643	SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2606 LIGHT-TRANSMITTING PLASTICS SECTION 2605 PLASTIC VENEER
644	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
645	SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
646	SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
647	SECTION 2612 PLASTIC COMPOSITES SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
648	SECTION 2613 FIBER-REINFORCED POLYMER SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION
650	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
654	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
656	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES
660	2903 INSTALLATION OF FIXTURES
662	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL SECTION 3002 HOISTWAY ENCLOSURES
663	SECTION 3004 CONVEYING SYSTEMS SECTION 3003 EMERGENCY OPERATIONS
664	SECTION 3005 MACHINE ROOMS SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION
665	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
667	SECTION 3008 OCCUPANT EVACUATION ELEVATORS
670	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
671	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
673	SECTION 3106 MARQUEES SECTION 3105 AWNINGS AND CANOPIES SECTION 3107 SIGNS
674	SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 SWIMMING POOLS, SPAS AND HOT TUBS
675	SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS
676	SECTION 3113 RELOCATABLE BUILDINGS DELETED SECTION 3114 PUBLIC USE RESTROOM BUILDINGS IN FLOOD HAZARD AREAS SECTION 3112 GREENHOUSES
677	SECTION 3115 INTERMODAL SHIPPING CONTAINERS
679	SECTION 3116 REFUSE CONTAINERS
682	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
684	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS SECTION 3304 SITE WORK
686	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3310 MEANS OF EGRESS SECTION 3311 STANDPIPES SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3312 AUTOMATIC SPRINKLER SYSTEM
687	SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION SECTION 3314 FIRE WATCH DURING CONSTRUCTON
688	CHAPTER 34 EXISTING BUILDINGS
690	CHAPTER 35 REFERENCED STANDARDS
724	APPENDIX A EMPLOYEE QUALIFICATIONS DELETED
726	APPENDIX B BOARD OF APPEALS DELETED
728	APPENDIX C GROUP U—AGRICULTURAL BUILDINGS DELETED
730	APPENDIX D FIRE DISTRICTS DELETED
732	APPENDIX E SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS DELETED
734	APPENDIX F RODENTPROOFING DELETED
736	APPENDIX G FLOOD-RESISTANT CONSTRUCTION DELETED
738	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H103 LOCATION SECTION H102 DEFINITIONS SECTION H104 IDENTIFICATION SECTION H105 DESIGN AND CONSTRUCTION
739	SECTION H106 ELECTRICAL SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS SECTION H107 COMBUSTIBLE MATERIALS
740	SECTION H110 ROOF SIGNS SECTION H112 PROJECTING SIGNS SECTION H111 WALL SIGNS
741	SECTION H113 MARQUEE SIGNS SECTION H116 RESERVED SECTION H114 PORTABLE SIGNS SECTION H115 THICKNESS OF SIGNS
742	APPENDIX I PATIO COVERS DELETED
744	APPENDIX J GRADING DELETED
746	APPENDIX K ADMINISTRATIVE PROVISIONS DELETED
748	APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION DELETED
750	APPENDIX M TSUNAMI-GENERATED FLOOD HAZARDS DELETED
752	APPENDIX N REPLICABLE BUILDINGS DELETED
754	APPENDIX O PERFORMANCE-BASED APPLICATION DELETED
756	INDEX A
759	B BALCONIES ASSISTED LIVING (see GROUP I-1 and GROUP R-4) ATMOSPHERIC ICE LOADS ATRIUM BARBECUES BARRIERS BASEMENT (see UNDERGOUND BUILDINGS). ATTIC. AUDITORIUM (see ASSEMBLY OCCUPANCY). BASEMENT WALLS BATH AND BATHING ROOMS (see TOILETS AND TOILET ROOMS) AUTOMOBILE PARKING GARAGE (see GARAGE, AUTOMOBILE PARKING) AWNINGS BAY AND ORIEL WINDOWS. BLEACHERS
760	BLOCK (see CONCRETE BLOCK AND GLASS UNIT MASONRY) BOARD OF APPEALS BOILER ROOM BOLTS. BONDING, MASONRY BRACED WALL LINE BRACED WALL PANEL C CABLES, STEEL STRUCTURAL CALCULATED FIRE RESISTANCE (see FIRE RESISTANCE, CALCULATED) CANOPIES BRICK (see MASONRY) BUILDING CARBON MONOXIDE ALARMS AND DETECTION BUILDING DEPARTMENT CARE FACILITIES (see HEALTH CARE) CARE PROVIDER STATIONS. BUILDING OFFICIAL CARE SUITES CARPET BUILT-UP ROOFS BUSINESS OCCUPANCY (GROUP B). CATWALKS (see TECHNICAL PRODUCTION AREAS) CEILING
761	COMPRESSED GAS CONCEALED SPACES CONCRETE CELLULOSE NITRATE FILM CERAMIC TILE CERTIFICATE OF OCCUPANCY CHANGE OF OCCUPANCY CHILD CARE (see DAY CARE) CHIMNEYS. CHURCHES (see RELIGIOUS WORSHIP, PLACES OF) CLAY ROOF TILE CLINIC CONCRETE MASONRY COAL POCKETS. CODES. CONCRETE ROOF TILE COLD-FORMED STEEL CONDOMINIUM (see APARTMENT HOUSES) CONDUIT, PENETRATION PROTECTION. CONFLICTS IN CODE COMBUSTIBLE DUSTS CONGREGATE LIVING FACILITIES. COMBUSTIBLE LIQUIDS CONSTRUCTION (see SAFEGUARDS DURING CONSTRUCTION) CONSTRUCTION DOCUMENTS COMBUSTIBLE MATERIAL COMBUSTIBLE PROJECTIONS COMBUSTIBLE STORAGE COMMON PATH OF EGRESS TRAVEL. COMPARTMENTATION
762	CONVEYING SYSTEMS CORNICES CORRIDOR (see CORRIDOR PROTECTION, EXIT ACCESS, FIRE PARTITIONS and SERVICE CORRIDORS) CONSTRUCTION JOINTS CONSTRUCTION TYPES CORRIDOR PROTECTION, EXIT ACCESS CONTRACTOR’S RESPONSIBILITIES CONTROL AREA CORROSIVES CONVENTIONAL LIGHT-FRAME CONSTRUCTION. COURTS (see YARDS OR COURTS) COVERED AND OPEN MALL BUILDINGS
763	DEMOLITION DESIGN STRENGTH DESIGNATED SEISMIC SYSTEM. DIAPHRAGMS COVERED WALKWAY (see PEDESTRIAN WALKWAY) DOORS CRAWL SPACE CRIPPLE WALL. CROSS-LAMINATED TIMBER CRYOGENIC D DAMPPROOFING AND WATERPROOFING DAY CARE. DEAD END. DEAD LOAD DECK DEFLECTIONS DORMITORIES.
764	DRAFTSTOPPING DRINKING FOUNTAINS DRY CLEANING PLANTS EGRESS (see MEANS OF EGRESS) DRYING ROOMS ELECTRIC VEHICLE CHARGING STATION DUMBWAITERS DWELLING UNITS ELECTRICAL ELEVATOR E EARTHQUAKE LOADS (see SEISMIC). EAVES (see COMBUSTIBLE PROJECTIONS AND CORNICES) EDUCATIONAL OCCUPANCY (GROUP E). EMERGENCY COMMUNICATIONS
765	ESCALATORS ESSENTIAL FACILITIES (see RISK CATEGORY) EXCAVATION, GRADING AND FILL EMERGENCY ESCAPE AND RESCUE OPENINGS EXISTING BUILDING EMERGENCY LIGHTING EMERGENCY POWER EXIT (see MEANS OF EGRESS) EMERGENCY RESPONDERS EMPIRICAL DESIGN OF MASONRY EMPLOYEE ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY. END-JOINTED LUMBER. ENERGY EFFICIENCY EXIT ACCESS (see MEANS OF EGRESS). ENGINEER (see definition for REGISTERED DESIGN PROFESSIONAL) EQUIPMENT PLATFORM. EQUIVALENT OPENING FACTOR.
766	EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) EXTERIOR WALL (see WALLS, EXTERIOR) F FACTORY OCCUPANCY (GROUP F). EXIT DISCHARGE (see MEANS OF EGRESS) FARM BUILDINGS. FEES, PERMIT. EXIT SIGNS. FENCES FIBERBOARD FILL MATERIAL. FINGER-JOINTED LUMBER (see END-JOINTED LUMBER) FIRE ALARM AND SMOKE DETECTION SYSTEMS EXPLOSIVES EXPOSURE CATEGORY (see WIND LOAD). EXTERIOR AREAS FOR ASSISTED RESCUE
767	FIRE COMMAND CENTER FIRE DAMPERS FIRE DEPARTMENT (see EMERGENCY RESPONDERS) FIRE DETECTION SYSTEM (see FIRE ALARM AND SMOKE DETECTION SYSTEMS) FIRE DOOR (see OPE FIRE ALARM BOX, MANUAL. FIRE ESCAPE FIRE AREA FIRE EXTINGUISHERS, PORTABLE FIRE EXTINGUISHING SYSTEMS. FIRE PARTITION FIRE BARRIERS FIRE PREVENTION FIRE PROTECTION
768	FIRE PROTECTION SYSTEMS FIRE PROTECTIVE CURTAIN ASSEMBLY. FIREPLACES, FACTORY-BUILT FIREPLACES, MASONRY. FIRE PUMPS. FIRE RESISTANCE FIRE-RESISTANT CONSTRUCTION FIRE-RETARDANT-TREATED WOOD FIRE RESISTANCE, CALCULATED FIRE SEPARATION DISTANCE. FIREWORKS FLAMESPREAD. FIRE SERVICE ACCESS ELEVATORS FLAMMABLE FINISHES FLAMMABLE LIQUIDS FIRE WALLS FLAMMABLE SOLIDS. FLASHING FLOOD HAZARD AREAS FLOOD-RESISTANT CONSTRUCTION FIRE WINDOWS (see OPENING PROTECTIVES) FIREBLOCKING
769	FLOOR CONSTRUCTION (see FLOOR CONSTRUCTION, WOOD) FOLDING AND TELESCOPIC SEATING (see BLEACHERS) FOOD COURT FOUNDATION (see FOUNDATION, DEEP and FOUNDATION, SHALLOW) FLOOR CONSTRUCTION, WOOD FLOOR LEVEL FLOOR LOADS FLOOR OPENING PROTECTION (see VERTICAL OPENING PROTECTION) FLOOR/CEILING (see FLOOR CONSTRUCTION) FOAM PLASTICS FOUNDATION, DEEP. FOUNDATION, SHALLOW
770	GLAZING FOYERS FRAME INSPECTION FRATERNITIES. FROST PROTECTION FURNACE ROOMS. G GALLERIES (see TECHNICAL PRODUCTION AREAS) GAMING GARAGE, AUTOMOBILE PARKING (see PARKING GARAGES) GARAGE, REPAIR GARAGES, TRUCK AND BUS GARAGES AND CARPORTS, PRIVATE GRAIN ELEVATORS GAS GRANDSTANDS (see BLEACHERS) GREENHOUSES GATES. GIFT SHOPS GIRDERS GRIDIRON (see TECHNICAL PRODUCTION AREAS) GRINDING ROOMS GLASS (see GLAZING) GLASS BLOCK (see GLASS UNIT MASONRY) GLASS UNIT MASONRY GROSS LEASABLE AREA (see COVERED and OPEN MALL BUILDINGS) GROUP HOME [see RESIDENTIAL (GROUP R-4)] GROUT. GUARDS
771	H HANDRAILS HARDBOARD. GUTTERS HARDWARE (see DOORS and LOCKS AND LATCHING) HARDWOOD GYMNASIUMS. GYPSUM HAZARDOUS MATERIALS HAZARDOUS OCCUPANCY (GROUP H), (see HAZARDOUS MATERIALS)
772	HEADROOM. HEALTH CARE (see INSTITUTIONAL I-1 and INSTITUTIONAL I-2) HEALTH-HAZARD MATERIALS. HEAT VENTS HEATING (see MECHANICAL) HEIGHT, BUILDING.
773	HELIPORT HIGHER EDUCATION LABORATORIES HIGH-PILED COMBUSTIBLE STORAGE. HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES HIGH-RISE BUILDINGS HORIZONTAL EXIT HORIZONTAL FIRE SEPARATION (see HORIZONTAL ASSEMBLIES) HOSE CONNECTIONS (see STANDPIPE REQUIRED) HOSPITALS AND PSYCHIATRIC HOSPI HPM ROOM HURRICANE SHELTER (see STORM SHELTER) HURRICANE SHUTTERS HYDROGEN FUEL GAS ROOMS HYPERBARIC FACILITIES HISTORIC BUILDINGS I HORIZONTAL ASSEMBLY. ICE-SENSITIVE STRUCTURE IDENTIFICATION, REQUIREMENTS FOR IMPACT LOAD INCIDENTAL USES
774	INCINERATOR ROOMS INDUSTRIAL [see FACTORY OCCUPANCY (see GROUP F)] INSPECTIONS. INSTITUTIONAL I-2 [see INSTITUTIONAL OCCUPANCY (see GROUP I)] INSTITUTIONAL I-3 [see INSTITUTIONAL OCCUPANCY (see GROUP I)] INSTITUTIONAL I-1 [see INSTITUTIONAL OCCUPANCY (see GROUP I) and RESIDENTIAL (see GROUP R-4)]
775	INSTITUTIONAL I-4 [see INSTITUTIONAL OCCUPANCY (GROUP I)] INTERIOR FINISHES INSTITUTIONAL OCCUPANCY (GROUP I) INTERMODAL SHIPPING CONTAINER INTERPRETATION, CODE J JAILS [see INSTITUTIONAL (see GROUP I-3)] JOINT JOINTS, FIRE-RESISTANT SYSTEMS K INSULATION KIOSKS. KITCHENS L LABORATORIES INTERIOR ENVIRONMENT LADDERS
776	LIVE LOADS LIVE/WORK UNITS LOAD AND RESISTANCE FACTOR DESIGN (LRFD) LAMINATED TIMBER, STRUCTURAL GLUED LANDINGS LOAD COMBINATIONS. LATH, METAL OR WIRE LAUNDRIES LAUNDRY CHUTE LEGAL LOADS LIBRARIES LIGHT, REQUIRED LOBBIES LIGHT-FRAME CONSTRUCTION LOCKS AND LATCHES. LIGHTS, PLASTIC CEILING DIFFUSERS LINEN CHUTE. LINTEL LIQUEFIED PETROLEUM GAS LODGING HOUSES.
777	LUMBER MASS NOTIFICATION SYSTEMS M MATERIALS MAINTENANCE MALL (see COVERED MALL AND OPEN MALL BUILDINGS) MANUAL FIRE ALARM BOX MANUFACTURED HOMES MARQUEES. MEANS OF APPEALS MEANS OF EGRESS MASONRY
778	MECHANICALLY LAMINATED DECKING MEDICAL GAS SYSTEMS. MEMBRANE ROOF COVERINGS. MEMBRANE STRUCTURES MERCANTILE OCCUPANCY (GROUP M) MECHANICAL (see AIR CONDITIONING, HEATING, REFRIGERATION AND VENTILATION) METAL METAL COMPOSITE MATERIALS.
779	MEZZANINES OCCUPANCY CLASSIFICATION MIRRORS. MIXED OCCUPANCY (see OCCUPANCY SEPARATION) MODIFICATIONS. OCCUPANCY SEPARATION MOISTURE PROTECTION MONASTERIES MORTAR OCCUPANT EVACUATION ELEVATORS MOTELS. OCCUPANT LOAD MOTION PICTURE PROJECTION ROOMS MOTOR FUEL-DISPENSING SYSTEM. MOTOR VEHICLE FACILITIES. MOVING, BUILDINGS MOVING WALKS. OCCUPIED ROOFS OFFICE BUILDINGS (see GROUP B OCCUPANCIES) N NAILING. OPEN MALL BUILDINGS (see COVERED AND OPEN MALL BUILDINGS) OPENING PROTECTION, EXTERIOR WALLS. NONCOMBUSTIBLE BUILDING MATERIAL NURSES STATIONS (see CARE PROVIDER STATIONS) NURSING HOMES [see INSTITUTIONAL (GROUP I-2)] OPENING PROTECTION, FLOORS (see VERTICAL OPENING PROTECTION) OPENING PROTECTIVES O OCCUPANCY
780	PARTICLEBOARD. ORGANIC COATINGS ORGANIC PEROXIDES OXIDIZERS, LIQUID AND SOLID. P PARTITIONS PANIC HARDWARE PARAPET, EXTERIOR WALL PARKING, ACCESSIBLE PARTY WALLS (see FIRE WALLS) PARKING GARAGES PASSAGEWAY, EXIT (see EXIT) PASSENGER STATIONS PATIO COVERS. PEDESTRIAN PENALTIES PENETRATION-FIRESTOP SYSTEM PENETRATIONS PARKING GARAGES, ENCLOSED PERFORMANCE CATEGORY PARKING GARAGES, OPEN. PERLITE. PERMITS
781	PHOTOVOLTAIC PANEL SYSTEMS PIER FOUNDATIONS (see FOUNDATION, SHALLOW) PILE FOUNDATIONS (see FOUNDATION, DEEP) PIPES PLATFORM (see STAGES AND PLATFORMS) PLATFORM, EQUIMENT (see EQUIPMENT PLATFORM) PLATFORM LIFTS, WHEELCHAIR PLAN REVIEW. PLASTER PLAY STRUCTURES PRESCRIPTIVE FIRE RESISTANCE. PRESERVATIVE-TREATED WOOD PLASTIC PRIVATE GARAGE PROJECTION ROOMS PROJECTIONS, COMBUSTIBLE PROPERTY LINE (see FIRE SEPARATION DISTANCE). PROPERTY MAINTENANCE PROSCENIUM PLASTIC, FOAM PSYCHIATRIC HOSPITALS [see INSTITUTONAL (see GROUP I-2)]. PUBLIC ADDRESS SYSTEM (see EMERGENCY COMMUNICATIONS) PLASTIC, LIGHT-TRANSMITTING PUBLIC PROPERTY PUBLIC RIGHT-OF-WAY
782	PUZZLE ROOM. PYROPHORIC MATERIALS REFUSE CHUTE R REINFORCEMENT RAILING (see GUARDS and HANDRAILS) RAMPS RELIGIOUS WORSHIP, PLACES OF RELOCATING, BUILDING. RECREATIONAL FACILITIES REPAIRS, BUILDING. RESIDENTIAL OCCUPANCY (GROUP R) REFERENCED STANDARDS. REFORMATORIES [see INSTITUTIONAL (GROUP I-3)] REFRIGERATION (see MECHANICAL). REFUGE AREAS (see HORIZONTAL EXIT, SMOKE COMPARTMENTS, STORM SHELTERS).
783	ROOF CONSTRUCTION RETAINING WALLS REVIEWING STANDS (see BLEACHERS AND GRANDSTANDS) RISERS, STAIR (see STAIRWAY CONSTRUCTION) ROOF CONSTRUCTION, WOOD RISK CATEGORY (Structural Design) RODENTPROOFING ROLL ROOFING ROOF, OCCUPIED ROOF ACCESS ROOF ASSEMBLIES AND ROOFTOP STRUCTURES. ROOF COVERINGS
784	SECURITY GLAZING. SECURITY GRILLES SEISMIC ROOF DRAINAGE ROOF REPLACEMENT/RECOVERING ROOF STRUCTURE (see ROOF ASSEMBLIES and ROOFTOP STRUCTURES) ROOM DIMENSIONS ROOMING HOUSE (see BOARDING HOUSE) S SAFEGUARDS DURING CONSTRUCTION. SERVICE SINKS SERVICE STATION (see MOTOR FUEL-DISPENSING FACILITIES) SHAFT ENCLOSURE (see VERTICAL OPENING PROTECTION) SAFETY GLAZING SCHOOLS [see EDUCATIONAL OCCUPANCY (GROUP E)] SEATING SEATING, FIXED SHEAR WALL
785	SHEATHING SITE DRAWINGS SITE WORK SKYLIGHTS SLAB ON GROUND, CONCRETE SHIPPING CONTAINERS (see INTERMODAL SHIPPING CONTAINERS) SHOPPING CENTERS (see COVERED AND OPEN MALL BUILDINGS) SHOTCRETE SLATE SHINGLES SLEEPING UNITS SHUTTERS, FIRE (see OPENING PROTECTIVES) SIDEWALKS SIGNS SMOKE ALARMS. SMOKE BARRIERS
786	SMOKE COMPARTMENT. SMOKE CONTROL SOLAR ENERGY SYSTEMS. SMOKE DAMPERS. SMOKE DETECTORS. SORORITIES SOUND TRANSMISSION SOUND-INSULATING MATERIALS (see INSULATON) SPECIAL CONSTRUCTION SMOKE DEVELOPMENT SMOKE EXHAUST SYSTEMS SMOKE PARTITIONS SPECIAL INSPECTIONS AND TESTS (see INSPECTIONS). SMOKE REMOVAL (High rise) SMOKE VENTS. SMOKEPROOF ENCLOSURES SNOW LOAD. SOILS AND FOUNDATIONS (see FOUNDATION)
787	SPECIAL INSPECTOR SPIRAL STAIRWAYS SPORTS ACTIVITY, AREA OF (see RECREATIONAL FACILITIES) SPRAY APPLICATION OF FLAMMABLE FINISHES SPRAYED FIRE-RESISTANT MATERIALS SPRINKLER SYSTEM, SUPERVISION SPRINKLER SYSTEM, AUTOMATIC STAGES AND PLATFORMS SPRINKLER SYSTEM, REQUIRED STAIRWAY (see ALTERNATING TREAD DEVICES, SPIRAL STAIRWAYS, STAIRWAY CONSTRUCTION and STAIRWAY ENCLOSURE) STAIRWAY CONSTRUCTION
788	STANDPIPE AND HOSE SYSTEMS (see STANDPIPES, REQUIRED) STANDPIPES, REQUIRED STAIRWAY ENCLOSURE STATE LAW. STEEL STANDARDS (see REFERENCED STANDARDS) STANDBY POWER. STONE VENEER STOP WORK ORDERS
789	STORAGE OCCUPANCY (GROUP S) STRUCTURAL OBSERVATION STUCCO. SUSCEPTIBLE BAY. SWIMMING POOL T TECHNICAL PRODUCTION AREAS. TELEPHONE EXCHANGES. TELESCOPIC SEATING (see FOLDING AND TELESCOPIC SEATING) TEMPORARY STRUCTURES TENANT SEPARATION STORM SHELTER. TENTS (see TEMPORARY STRUCTURES) TERMITES, PROTECTION FROM TERRA COTTA TESTING STRENGTH STRENGTH DESIGN. STRUCTURAL DESIGN
790	THEATERS [see ASSEMBLY OCCUPANCY (GROUP A), PROJECTION ROOMS and STAGES AND PLATFORMS] THERMAL BARRIER, FOAM PLASTIC INSULATION TREADS, STAIR (see STAIRWAY CONSTRUCTION) TREATED WOOD THERMAL-INSULATING MATERIALS (see INSULATION) TILE TRUSSES TOILETS and TOILET ROOMS TSUNAMI TUNNELED WALKWAY TURNSTILES U UMBRELLA STRUCTURE. UNDERGROUND BUILDINGS TORNADO SHELTER (see STORM SHELTER) TOWERS TOXIC MATERIALS (see HIGH-HAZARD OCCUPANCY (GROUP H)] TRAVEL DISTANCE UNDERLAYMENT
791	VEHICLE BARRIER SYSTEMS VEHICLE SHOW ROOMS UNLIMITED AREA BUILDINGS VEHICULAR FUELING UNSAFE STRUCTURES AND EQUIPMENT (see STRUCTURES, UNSAFE) VEHICULAR GATES VEHICULAR REPAIR. VENEER UNSTABLE MATERIALS UNUSABLE SPACE USE AND OCCUPANCY VENTILATION (see MECHANICAL) UTILITIES. UTILITY AND MISCELLANEOUS OCCUPANCY (GROUP U). V VENTS, PENETRATION PROTECTION VALUATION OR VALUE (see FEES, PERMIT) VERMICULITE, FIRE RESISTANT VEGETATIVE VERTICAL OPENING PROTECTION
792	WALL, FIRE (see FIRE WALLS) WALL, FOUNDATION (see FOUNDATIONS) WALL, INTERIOR WALL, INTERIOR NONBEARING (see PARTITIONS) WALL, MASONRY VESTIBULES, EXIT DISCHARGE VINYL WALL, PARAPET WALL, PARTY (see FIRE WALLS) WALL, PENETRATIONS VIOLATIONS WALL, RETAINING (see RETAINING WALL) WALL, VENEERED (see VENEER). VOICE ALARM (see ALARMS, VOICE) WALL, WOOD CONSTRUCTION W WALKWAY WALL, EXTERIOR WATER-REACTIVE MATERIALS WEATHER PROTECTION WEATHER-EXPOSED SURFACES WELDING. WIND LOAD
793	WINDERS, STAIR (see STAIRWAY CONSTRUCTION) WINDOW WIRES, PENETRATION PROTECTION WOOD WOOD SHINGLES AND SHAKES. WOOD STRUCTURAL PANELS (see WOOD) Y YARDS OR COURTS

Ohio StateClimateSummary 2022

Sun, 20 Oct 2024 10:05:22 +0000

Ohio State Climate Summary

Published By	Publication Date	Number of Pages
OH	2022	5

OH PlumbingCode 2024 1stptg

Sun, 20 Oct 2024 09:02:50 +0000

This is a fully integrated code based on the 2021 International Plumbing Code®.

PDF Catalog

PDF Pages	PDF Title
1	2024 OHIO PLUMBING CODE©
2	2024 OHIO PLUMBING CODE©
3	COPYRIGHT
4	PREFACE
8	TABLE OF CONTENTS
12	CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL
14	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
24	CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM SECTION 303 MATERIALS
25	SECTION 304 RODENTPROOFING SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SECTION 306 TRENCHING, EXCAVATION AND BACKFILL
26	SECTION 307 STRUCTURAL SAFETY SECTION 308 PIPING SUPPORT
27	TABLE 308.5 HANGER SPACING SECTION 309 FLOOD HAZARD RESISTANCE
28	SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS SECTION 311 TOILET FACILITIES FOR WORKERS SECTION 312 TESTS AND INSPECTIONS
30	SECTION 313 EQUIPMENT EFFICIENCIES SECTION 314 CONDENSATE DISPOSAL TABLE 314.2.2 CONDENSATE DRAIN SIZING
31	SECTION 315 PENETRATIONS SECTION 316 ALTERNATIVE ENGINEERED DESIGN SECTION 317 WELDING AND BRAZING
32	CHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION 401 GENERAL SECTION 402 FIXTURE MATERIALS SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)
33	TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)
34	TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 403.1.1 and 403.2)
36	SECTION 404 ACCESSIBLE PLUMBING FACILITIES SECTION 405 INSTALLATION OF FIXTURES
38	SECTION 406 AUTOMATIC CLOTHES WASHERS SECTION 407 BATHTUBS SECTION 408 BIDETS SECTION 409 DISHWASHING MACHINES SECTION 410 DRINKING FOUNTAINS
39	SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS SECTION 412 FAUCETS AND FIXTURE FITTINGS
40	SECTION 413 FLOOR AND TRENCH DRAINS SECTION 414 FLOOR SINKS SECTION 415 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS
41	SECTION 416 FOOD WASTE DISPOSER UNITS SECTION 417 GARBAGE CAN WASHERS SECTION 418 LAUNDRY TRAYS SECTION 419 LAVATORIES SECTION 420 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 421 SHOWERS
43	SECTION 422 SINKS SECTION 423 SPECIALTY PLUMBING FIXTURES SECTION 424 URINALS SECTION 425 WATER CLOSETS SECTION 426 WHIRLPOOL BATHTUBS
44	CHAPTER 5 WATER HEATERS SECTION 501 GENERAL SECTION 502 INSTALLATION
45	SECTION 503 CONNECTIONS SECTION 504 SAFETY DEVICES
46	SECTION 505 INSULATION
48	CHAPTER 6 WATER SUPPLY AND DISTRIBUTION SECTION 601 GENERAL SECTION 602 WATER REQUIRED SECTION 603 WATER SERVICE SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM
49	TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FORPLUMBING FIXTURES AND FIXTURE FITTINGS
50	TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES TABLE 604.10.1 MANIFOLD SIZING SECTION 605 MATERIALS, JOINTS AND CONNECTIONS
51	TABLE 605.3 WATER SERVICE PIPE
52	TABLE 605.4 WATER DISTRIBUTION PIPE
53	TABLE 605.5 PIPE FITTINGS TABLE 605.7 VALVES
54	TABLE 605.8 MANUFACTURED PIPE NIPPLES
56	SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM
57	TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS
58	SECTION 607 HOT WATER SUPPLY SYSTEM
59	SECTION 608 PROTECTION OF POTABLE WATER SUPPLY FIGURE 608.9.1 PICTOGRAPH—DO NOT DRINK
60	TABLE 608.1APPLICATION OF BACKFLOW PREVENTERS
61	TABLE 608.9.2.2 SIZE OF PIPE IDENTIFICATION
62	TABLE 608.16.1 MINIMUM REQUIRED AIR GAPS
64	TABLE 608.18.1DISTANCE FROM CONTAMINATION TO PRIVATE WATER SUPPLIES AND PUMP SUCTION LINES DELETED SECTION 609 HEALTH CARE PLUMBING SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM
65	SECTION 611 DRINKING WATER TREATMENT UNITS SECTION 612 SOLAR SYSTEMS SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES
66	CHAPTER 7 SANITARY DRAINAGE SECTION 701 GENERAL SECTION 702 MATERIALS TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE
67	TABLE 702.2 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.3 BUILDING SEWER PIPE DELETED TABLE 702.4 PIPE FITTINGS SECTION 703 BUILDING SEWER SECTION 704 DRAINAGE PIPING INSTALLATION
68	TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE SECTION 705 JOINTS
70	TABLE 705.18 CAULKING FERRULE SPECIFICATIONS
71	TABLE 705.19 SOLDERING BUSHING SPECIFICATIONS SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 708 CLEANOUTS
73	SECTION 709 FIXTURE UNITS TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS
74	TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS SECTION 710 DRAINAGE SYSTEM SIZING TABLE 710.1(1) BUILDING DRAINS AND SEWERS TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa
75	SECTION 711 OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR MORE SECTION 712 SUMPS AND EJECTORS
76	TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION 713 COMPUTERIZED DRAINAGE DESIGN SECTION 714 BACKWATER VALVES SECTION 715 VACUUM DRAINAGE SYSTEMS
77	SECTION 716 REPLACEMENT OF BUILDING DRAINS BY PIPE-BURSTING METHODS SECTION 717 RELINING BUILDING DRAINS SECTION 718 REHABILITATION OF BUILDING SEWERS AND BUILDING DRAINS
78	CHAPTER 8 INDIRECT/SPECIAL WASTE SECTION 801 GENERAL SECTION 802 INDIRECT WASTES
79	SECTION 803 SPECIAL WASTES
80	CHAPTER 9 VENTS SECTION 901 GENERAL SECTION 902 MATERIALS SECTION 903 VENT TERMINALS
81	SECTION 904 OUTDOOR VENT EXTENSIONS SECTION 905 VENT CONNECTIONS AND GRADES SECTION 906 VENT PIPE SIZING
82	TABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
83	TABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS SECTION 907 VENTS FOR STACK OFFSETS SECTION 908 RELIEF VENTS—STACKS OFMORE THAN 10 BRANCH INTERVALS
84	SECTION 909 FIXTURE VENTS TABLE 909.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SECTION 910 INDIVIDUAL VENT SECTION 911 COMMON VENT SECTION 912 WET VENTING
85	TABLE 912.3 WET VENT SIZE SECTION 913 WASTE STACK VENT SECTION 914 CIRCUIT VENTING
86	SECTION 915 COMBINATION WASTE AND VENT SYSTEM TABLE 915.2.2 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION 916 ISLAND FIXTURE VENTING SECTION 917 SINGLE-STACK VENT SYSTEM
87	TABLE 917.2 SINGLE STACK SIZE SECTION 918 AIR ADMITTANCE VALVES
88	SECTION 919 ENGINEERED VENT SYSTEMS TABLE 919.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES EQUATION 9-1
89	SECTION 920 COMPUTERIZED VENT DESIGN
90	CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL SECTION 1002 TRAP REQUIREMENTS
91	SECTION 1003 INTERCEPTORS AND SEPARATORS
92	TABLE 1003.3.5.1 CAPACITY OF GREASE INTERCEPTORSa
93	SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS
94	CHAPTER 11 STORM DRAINAGE SECTION 1101 GENERAL SECTION 1102 MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE DELETED TABLE 1102.5 SUBSOIL DRAIN PIPE SECTION 1103 TRAPS
95	SECTION 1104 CONDUCTORS AND CONNECTIONS SECTION 1105 ROOF DRAINS SECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS TABLE 1102.7 PIPE FITTINGS EQUATION 11-1
96	TABLE 1106.2 STORM DRAIN PIPE SIZING TABLE 1106.3 VERTICAL LEADER SIZING SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS
97	FIGURE 1106.1(1)100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
98	FIGURE 1106.1(2)100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
99	FIGURE 1106.1(3)100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
100	FIGURE 1106.1(4)100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
101	FIGURE 1106.1(5)100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
102	SECTION 1109 COMBINED SANITARY AND STORM PUBLIC SEWER SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS SECTION 1111 SUBSOIL DRAINS SECTION 1112 BUILDING SUBDRAINS SECTION 1113 SUMPS AND PUMPING SYSTEMS
104	CHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 1201 GENERAL SECTION 1202 MEDICAL GASES SECTION 1203 OXYGEN SYSTEMS
106	CHAPTER 13 NONPOTABLE WATER SYSTEMS SECTION 1301 GENERAL SECTION 1302 ON-SITE NONPOTABLE WATER REUSE SYSTEMS DELETED SECTION 1303 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS DELETED SECTION 1304 RECLAIMED WATER SYSTEMS DELETED
108	CHAPTER 14 SUBSURFACE GRAY WATER SOIL ABSORPTION SYSTEMS SECTION 1401 GENERAL SECTION 1402 SYSTEM DESIGN AND SIZING DELETED SECTION 1403 INSTALLATIONDELETED
110	CHAPTER 15 REFERENCED STANDARDS ANSI ASHRAE ASME
112	ASPE
113	ASSE
115	ASTM
120	AWS AWWA
121	CISPI CSA
123	IAPMO
124	ICC ISEA MSS
125	NFPA NGWA NSF
126	PDI PSAI UL
128	APPENDIX A PLUMBING PERMIT FEE SCHEDULE DELETED
130	APPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES TABLE B101 RATES OF RAINFALL FOR VARIOUS CITIESa
131	TABLE B101—continued RATES OF RAINFALL FOR VARIOUS CITIESa
132	TABLE B101—continued RATES OF RAINFALL FOR VARIOUS CITIESa
133	TABLE B101—continued RATES OF RAINFALL FOR VARIOUS CITIESa
134	APPENDIX C STRUCTURAL SAFETY DELETED
136	APPENDIX D DEGREE DAY AND DESIGN TEMPERATURES TABLE D101 DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
137	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
138	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
139	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
140	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
141	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
142	APPENDIX E SIZING OF WATER PIPING SYSTEM DELETED
144	APPENDIX F BOARD OF APPEALS DELETED
146	INDEX
158	ICC EVALUATION SERVICE®
159	ICC DIGITAL CODES PREMIUM

OH MechanicalCode 2024 1stptg

Sun, 20 Oct 2024 09:02:49 +0000

This is a fully integrated code based on the 2021 International Mechanical Code®.

PDF Catalog

PDF Pages	PDF Title
1	2024 OHIO MECHANICAL CODE©
2	2024 OHIO MECHANICAL CODE©
3	COPYRIGHT
4	PREFACE
8	TABLE OF CONTENTS
12	CHAPTER 1 SCOPE AND ADMINISTRATION SECTION 101 GENERAL
14	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
28	CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL
29	SECTION 302 PROTECTION OF STRUCTURE
30	SECTION 303 EQUIPMENT AND APPLIANCE LOCATION SECTION 304 INSTALLATION
32	SECTION 305 PIPING SUPPORT TABLE 305.4 PIPING SUPPORT SPACINGa SECTION 306 ACCESS AND SERVICE SPACE
34	SECTION 307 CONDENSATE DISPOSAL TABLE 307.2.2 CONDENSATE DRAIN SIZING
35	SECTION 308 CLEARANCE REDUCTION
36	TABLE 308.4.2 CLEARANCE REDUCTION METHODSb
37	SECTION 309 TEMPERATURE CONTROL SECTION 310 EXPLOSION CONTROL SECTION 311 SMOKE AND HEAT VENTS SECTION 312 HEATING AND COOLING LOAD CALCULATIONS SECTION 313 WELDING AND BRAZING
38	CHAPTER 4 VENTILATION SECTION 401 GENERAL TABLE 401.5 OPENING SIZES IN LOUVERS, GRILLES AND SCREENS PROTECTING AIR INTAKE OPENINGS SECTION 402 NATURAL VENTILATION
39	SECTION 403 MECHANICAL VENTILATION
40	EQUATION 4-1 TABLE 403.3.1.1.1.2 ZONE AIR DISTRIBUTION EFFECTIVENESSa, b, c, d EQUATION 4-2 EQUATION 4-3 EQUATION 4-4
41	EQUATION 4-5 TABLE 403.3.1.1.2.3.2 SYSTEM VENTILATION EFFICIENCYa, b EQUATION 4-6 EQUATION 4-7 EQUATION 4-8
42	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
43	TABLE 403.3.1.1 MINIMUM VENTILATION RATES
44	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
45	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
46	CHAPTER 5 EXHAUST SYSTEMS SECTION 501 GENERAL
47	SECTION 502 REQUIRED SYSTEMS EQUATION 5-1
54	SECTION 503 MOTORS AND FANS SECTION 504 CLOTHES DRYER EXHAUST
55	TABLE 504.9.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
56	SECTION 505 DOMESTIC COOKING EXHAUST EQUIPMENT
57	SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT
62	SECTION 507 COMMERCIAL KITCHEN HOODS
64	TABLE 507.2.8 MINIMUM DISTANCE BETWEEN THE LOWEST EDGE OF A GREASE FILTER AND THE COOKING SURFACE OR THE HEATING SURFACE
65	SECTION 508 COMMERCIAL KITCHEN MAKEUP AIR
66	SECTION 509 FIRE SUPPRESSION SYSTEMS SECTION 510 HAZARDOUS EXHAUST SYSTEMS
68	TABLE 510.8 MINIMUM DUCT THICKNESS TABLE 510.8.2 CLEARANCE TO COMBUSTIBLES SECTION 511 DUST, STOCK AND REFUSE CONVEYING SYSTEMS
69	TABLE 511.2 CONSTRUCTION, CLEARANCE AND TERMINATION REQUIREMENTS FOR SINGLE-WALL METAL CHIMNEYS SECTION 512 SUBSLAB SOIL EXHAUST SYSTEMS SECTION 513 SMOKE CONTROL SYSTEMS
71	EQUATION 5-2
72	EQUATION 5-3
73	SECTION 514 ENERGY RECOVERY VENTILATION SYSTEMS
76	CHAPTER 6 DUCT SYSTEMS SECTION 601 GENERAL
77	SECTION 602 PLENUMS
79	SECTION 603 DUCT CONSTRUCTION AND INSTALLATION
80	TABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
81	SECTION 604 INSULATION
82	SECTION 605 AIR FILTERS SECTION 606 SMOKE DETECTION SYSTEMS CONTROL
83	SECTION 607 DUCT AND TRANSFER OPENINGS
84	TABLE 607.3.2.1 FIRE DAMPER RATING
89	SECTION 608 BALANCING
90	CHAPTER 7 COMBUSTION AIR SECTION 701 GENERAL
92	CHAPTER 8 CHIMNEYS AND VENTS SECTION 801 GENERAL
93	SECTION 802 VENTS TABLE 802.2 VENT APPLICATION
94	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
95	TABLE 803.10.4 CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCESa, b, c, d SECTION 804 DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT SYSTEMS
96	TABLE 803.10.6 CONNECTOR CLEARANCES TO COMBUSTIBLES
97	SECTION 805 FACTORY-BUILT CHIMNEYS SECTION 806 METAL CHIMNEYS
98	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
99	SECTION 907 INCINERATORS AND CREMATORIES SECTION 908 COOLING TOWERS, EVAPORATIVE CONDENSERS AND FLUID COOLERS SECTION 909 VENTED WALL FURNACES SECTION 910 FLOOR FURNACES
100	SECTION 911 DUCT FURNACES SECTION 912 INFRARED RADIANT HEATERS SECTION 913 CLOTHES DRYERS SECTION 914 SAUNA HEATERS
101	SECTION 915 ENGINE AND GAS TURBINE-POWERED EQUIPMENT AND APPLIANCES SECTION 916 POOL AND SPA HEATERS SECTION 917 COOKING APPLIANCES SECTION 918 FORCED-AIR WARM-AIR FURNACES SECTION 919 CONVERSION BURNERS
102	SECTION 920 UNIT HEATERS SECTION 921 VENTED ROOM HEATERS SECTION 922 KEROSENE AND OIL-FIRED STOVES SECTION 923 SMALL CERAMIC KILNS SECTION 924 STATIONARY FUEL CELL POWER SYSTEMS SECTION 925 MASONRY HEATERS SECTION 926 GASEOUS HYDROGEN SYSTEMS SECTION 927 RADIANT HEATING SYSTEMS
103	SECTION 928 EVAPORATIVE COOLING EQUIPMENT SECTION 929 UNVENTED ALCOHOL FUEL-BURNING DECORATIVE APPLIANCES SECTION 930 LARGE-DIAMETER CEILING FANS
104	CHAPTER 10 BOILERS, WATER HEATERS AND PRESSURE VESSELS SECTION 1001 GENERAL SECTION 1002 WATER HEATERS SECTION 1003 PRESSURE VESSELS
105	SECTION 1004 BOILERS TABLE 1004.3.1 BOILER TOP CLEARANCES
106	SECTION 1005 BOILER CONNECTIONS SECTION 1006 SAFETY AND PRESSURE RELIEF VALVES AND CONTROLS SECTION 1007 BOILER LOW-WATER CUTOFF SECTION 1008 BOTTOM BLOWOFF VALVE
107	SECTION 1009 HOT WATER BOILER EXPANSION TANK EQUATION 10-1 TABLE 1009.2 CLOSED-TYPE EXPANSION TANK SIZING SECTION 1010 GAUGES SECTION 1011 TESTS
108	CHAPTER 11 REFRIGERATION SECTION 1101 GENERAL TABLE 1101.2 FACTORY-BUILT EQUIPMENT AND APPLIANCES SECTION 1102 SYSTEM REQUIREMENTS
109	SECTION 1103 REFRIGERATION SYSTEM CLASSIFICATION
110	SECTION 1104 SYSTEM APPLICATION REQUIREMENTS
111	TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
112	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
113	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
114	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
115	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
116	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
117	TABLE 1104.3.2 MAXIMUM PERMISSIBLE QUANTITIES OF REFRIGERANTS SECTION 1105 MACHINERY ROOM, GENERAL REQUIREMENTS
118	EQUATION 11-1 EQUATION 11-2 SECTION 1106 MACHINERY ROOM, SPECIAL REQUIREMENTS
119	TABLE 1106.4.2 MINIMUM EXHAUST RATES SECTION 1107 PIPING MATERIAL TABLE 1107.4 REFRIGERANT PIPE
120	TABLE 1107.5 REFRIGERANT PIPE FITTINGS TABLE 1107.5.1 COPPER BRAZED SWAGED CUP DEPTHS SECTION 1108 JOINTS AND CONNECTIONS
121	SECTION 1109 REFRIGERANT PIPE INSTALLATION
122	TABLE 1109.3.2 SHAFT VENTILATION VELOCITY
123	SECTION 1110 REFRIGERATION PIPING SYSTEM TEST
124	SECTION 1111 PERIODIC TESTING
126	CHAPTER 12 HYDRONIC PIPING SECTION 1201 GENERAL SECTION 1202 MATERIAL TABLE 1202.4 HYDRONIC PIPE
127	SECTION 1203 JOINTS AND CONNECTIONS TABLE 1202.5 HYDRONIC PIPE FITTINGS
129	SECTION 1204 PIPE INSULATION SECTION 1205 VALVES SECTION 1206 PIPING INSTALLATION
130	SECTION 1207 TRANSFER FLUID SECTION 1208 TESTS SECTION 1209 EMBEDDED PIPING SECTION 1210 PLASTIC PIPE GROUND-SOURCE HEAT PUMP LOOP SYSTEMS
131	TABLE 1210.4 GROUND-SOURCE LOOP PIPE TABLE 1210.5 GROUND-SOURCE LOOP PIPE FITTINGS
134	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
135	SECTION 1304 PIPING SUPPORT SECTION 1305 FUEL OIL SYSTEM INSTALLATION
136	SECTION 1306 OIL GAUGING SECTION 1307 FUEL OIL VALVES SECTION 1308 FUEL OIL AND DIESEL OIL STORAGE
137	SECTION 1309 TESTING
138	CHAPTER 14 SOLAR THERMAL SYSTEMS SECTION 1401 GENERAL SECTION 1402 DESIGN AND INSTALLATION
140	SECTION 1403 HEAT TRANSFER FLUIDS SECTION 1404 LABELING
142	CHAPTER 15 REFERENCED STANDARDS ACCA AHRI AMCA ANSI
143	ASHRAE ASME
144	ASSE ASSP ASTM
148	AWS
149	AWWA CPSC CSA
150	DOL FDA FS ICC
151	IIAR MSS NAIMA NBBI NFPA
152	NSF
153	SMACNA UL
158	APPENDIX A CHIMNEY CONNECTOR PASS-THROUGHS DELETED
160	APPENDIX B RECOMMENDED PERMIT FEE SCHEDULEDELETED
162	APPENDIX C BOARD OF APPEALS DELETED
164	INDEX
170	ICC EVALUATION SERVICE®
171	ICC DIGITAL CODES PREMIUM

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PDF Pages	PDF Title
1	2024 OHIO EXISTING BUILDING CODE©
2	2024 OHIO EXISTING BUILDING CODE©
3	COPYRIGHT
4	PREFACE
8	TABLE OF CONTENTS
12	CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL
14	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
18	CHAPTER 3 PROVISIONS FOR ALL COMPLIANCE METHODS SECTION 301 ADMINISTRATION SECTION 302 GENERAL PROVISIONS
19	SECTION 303 STORM SHELTERS SECTION 304 STRUCTURAL DESIGN LOADS AND EVALUATION AND DESIGN PROCEDURES TABLE 304.3.1 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FOR COMPLIANCE WITH FULL SEISMIC FORCES
20	TABLE 304.3.2 PERFORMANCE OBJECTIVES FOR USE IN ASCE 41 FORCOMPLIANCE WITH REDUCED SEISMIC FORCES SECTION 305 IN-SITU LOAD TESTS SECTION 306 ACCESSIBILITY FOR EXISTING BUILDINGS
23	SECTION 307 SMOKE ALARMS SECTION 308 CARBON MONOXIDE DETECTION
24	SECTION 309 ADDITIONS AND REPLACEMENTS OF EXTERIOR WALL COVERINGS AND EXTERIOR WALLENVELOPES
26	CHAPTER 4 REPAIRS SECTION 401 GENERAL SECTION 402 BUILDING ELEMENTS AND MATERIALS SECTION 403 FIRE PROTECTION SECTION 404 MEANS OF EGRESS SECTION 405 STRUCTURAL
27	SECTION 406 ELECTRICAL SECTION 407 MECHANICAL
28	SECTION 408 PLUMBING
30	CHAPTER 5 PRESCRIPTIVE COMPLIANCE METHOD SECTION 501 GENERAL SECTION 502 ADDITIONS
32	SECTION 503 ALTERATIONS
34	SECTION 504 FIRE ESCAPES SECTION 505 WINDOWS AND EMERGENCY ESCAPE OPENINGS
35	SECTION 506 CHANGE OF OCCUPANCY
37	SECTION 507 HISTORIC BUILDINGS
38	CHAPTER 6 CLASSIFICATION OF WORK SECTION 601 GENERAL SECTION 602 ALTERATION—LEVEL 1 SECTION 603 ALTERATION—LEVEL 2 SECTION 604 ALTERATION—LEVEL 3 SECTION 605 CHANGE OF OCCUPANCY SECTION 606 ADDITIONS SECTION 607 HISTORIC BUILDINGS
40	CHAPTER 7 ALTERATIONS—LEVEL 1 SECTION 701 GENERAL SECTION 702 BUILDING ELEMENTS AND MATERIALS
41	SECTION 703 FIRE PROTECTION SECTION 704 MEANS OF EGRESS SECTION 705 REROOFING
42	SECTION 706 STRUCTURAL
43	SECTION 707 ELECTRICAL SECTION 708 ENERGY CONSERVATION
44	CHAPTER 8 ALTERATIONS—LEVEL 2 SECTION 801 GENERAL SECTION 802 BUILDING ELEMENTS AND MATERIALS
46	SECTION 803 FIRE PROTECTION
48	SECTION 804 MEANS OF EGRESS
49	TABLE 804.4.1.1(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2OCCUPANCIES TABLE 804.4.1.1(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOROTHER OCCUPANCIES
52	SECTION 805 STRUCTURAL
53	SECTION 806 ELECTRICAL SECTION 807 MECHANICAL SECTION 808 PLUMBING
54	SECTION 809 ENERGY CONSERVATION
56	CHAPTER 9 ALTERATIONS—LEVEL 3 SECTION 901 GENERAL SECTION 902 SPECIAL USE AND OCCUPANCY SECTION 903 BUILDING ELEMENTS AND MATERIALS
57	SECTION 904 FIRE PROTECTION
58	SECTION 905 MEANS OF EGRESS SECTION 906 STRUCTURAL SECTION 907 ENERGY CONSERVATION
60	CHAPTER 10 CHANGE OF OCCUPANCY SECTION 1001 GENERAL SECTION 1002 SPECIAL USE AND OCCUPANCY SECTION 1003 BUILDING ELEMENTS AND MATERIALS
61	SECTION 1004 FIRE PROTECTION SECTION 1005 MEANS OF EGRESS SECTION 1006 STRUCTURAL SECTION 1007 ELECTRICAL
62	SECTION 1008 MECHANICAL SECTION 1009 PLUMBING SECTION 1010 OTHER REQUIREMENTS SECTION 1011 CHANGE OF OCCUPANCY CLASSIFICATION
63	TABLE 1011.5 MEANS OF EGRESS HAZARD CATEGORIES
64	TABLE 1011.6 HEIGHTS AND AREAS HAZARD CATEGORIES TABLE 1011.7 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES
66	CHAPTER 11 ADDITIONS SECTION 1101 GENERAL SECTION 1102 HEIGHTS AND AREAS SECTION 1103 STRUCTURAL
67	SECTION 1104 ENERGY CONSERVATION
68	CHAPTER 12 HISTORIC BUILDINGS SECTION 1201 GENERAL SECTION 1202 REPAIRS
69	SECTION 1203 FIRE SAFETY SECTION 1204 CHANGE OF OCCUPANCY
70	SECTION 1205 STRUCTURAL SECTION 1206 RELOCATED BUILDINGS
72	CHAPTER 13 PERFORMANCE COMPLIANCE METHODS SECTION 1301 GENERAL
74	EQUATION 13.1 EQUATION 13-2
75	EQUATION 13-3 EQUATION 13-4 EQUATION 13-5 TABLE 1301.6.3 COMPARTMENTATION VALUES
76	TABLE 1301.6.4 SEPARATION VALUES TABLE 1301.6.5 CORRIDOR WALL VALUES TABLE 1301.6.6(1) VERTICAL OPENING PROTECTION VALUE
77	TABLE 1301.6.6(2) CONSTRUCTION-TYPE FACTOR EQUATION 13-6 TABLE 1301.6.8 AUTOMATIC FIRE DETECTION VALUES TABLE 1301.6.9 FIRE ALARM SYSTEM VALUES
78	TABLE 1301.6.10 SMOKE CONTROL VALUES TABLE 1301.6.11 MEANS OF EGRESS VALUES
79	TABLE 1301.6.12 DEAD-END VALUES EQUATION 13-7 TABLE 1301.6.14 ELEVATOR CONTROL VALUES
80	TABLE 1301.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES TABLE 1301.6.16 MIXED OCCUPANCY VALUESa TABLE 1301.6.17 SPRINKLER SYSTEM VALUES
81	TABLE 1301.6.18 STANDPIPE SYSTEM VALUES TABLE 1301.6.19 INCIDENTAL USE AREA VALUES TABLE 1301.6.20 SMOKE COMPARTMENTATION VALUES
82	TABLE 1301.6.21.1 CARE RECIPIENT ABILITY VALUES TABLE 1301.6.21.2 CARE RECIPIENT CONCENTRATION VALUES TABLE 1301.6.21.3 ATTENDANT-TO-CARE RECIPIENTS RATIO VALUES TABLE 1301.8 MANDATORY SAFETY SCORESa
83	TABLE 1301.7 SUMMARY SHEET—BUILDING CODE
84	TABLE 1301.9 EVALUATION FORMULASa
86	CHAPTER 14 RELOCATED OR MOVED BUILDINGS SECTION 1401 GENERAL SECTION 1402 REQUIREMENTS
88	CHAPTER 15 CONSTRUCTION SAFEGUARDS SECTION 1501 GENERAL TABLE 1501.6 PROTECTION OF PEDESTRIANS
89	SECTION 1502 PROTECTION OF ADJOINING PROPERTY
90	SECTION 1503 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY SECTION 1504 FIRE EXTINGUISHERS SECTION 1505 MEANS OF EGRESS SECTION 1506 STANDPIPES
91	SECTION 1507 AUTOMATIC SPRINKLER SYSTEM SECTION 1508 ACCESSIBILITY SECTION 1509 WATER SUPPLY FOR FIRE PROTECTION
92	CHAPTER 16 REFERENCED STANDARDS ACI ASCE/SEI ASHRAE
93	ASME ASTM ICC
94	NFPA
95	UL
96	APPENDIX A: GUIDELINES FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS CHAPTER A1 SEISMIC STRENGTHENING PROVISIONS FOR UNREINFORCED MASONRY BEARING WALL BUILDINGS SECTION A101 PURPOSE SECTION A102 SCOPE TABLE A102.1 ELEMENTS REGULATED BY THIS CHAPTER SECTION A103 DEFINITIONS
97	SECTION A104 SYMBOLS AND NOTATIONS
98	SECTION A105 GENERAL REQUIREMENTS
99	SECTION A106 MATERIALS REQUIREMENTS EQUATION A1-1 EQUATION A1-2
100	SECTION A107 QUALITY CONTROL
101	SECTION A108 DESIGN STRENGTHS EQUATION A1-3 EQUATION A1-4
102	TABLE A108.1(1) STRENGTH VALUES FOR EXISTING MATERIALS SECTION A109 ANALYSIS AND DESIGN PROCEDURE SECTION A110 GENERAL PROCEDURE EQUATION A1-5
103	TABLE A108.1(2) STRENGTH VALUES OF NEW MATERIALS USED IN CONJUNCTION WITH EXISTING CONSTRUCTION SECTION A111 SPECIAL PROCEDURE
104	TABLE A110.2 ALLOWABLE VALUE OF HEIGHT-TO-THICKNESS RATIO OF UNREINFORCED MASONRY WALLS EQUATION A1-6 EQUATION A1-7 EQUATION A1-8 EQUATION A1-9
105	FIGURE A111.4.1 ACCEPTABLE DIAPHRAGM SPAN EQUATION A1-10
106	EQUATION A1-11 EQUATION A1-12 TABLE A111.5 HORIZONTAL FORCE FACTOR, Cp EQUATION A1-13 EQUATION A1-14 EQUATION A1-15 EQUATION A1-16 EQUATION A1-17 SECTION A112 ANALYSIS AND DESIGN EQUATION A1-18 EQUATION A1-19
107	EQUATION A1-20 EQUATION A1-21 EQUATION A1-22 EQUATION A1-23 FIGURE A112.2.2 ANALYSIS OF URM WALL IN-PLANE SHEAR FORCES
108	SECTION A113 DETAILED BUILDING SYSTEM DESIGN REQUIREMENTS TABLE A113.6 MAXIMUM ALLOWABLE HEIGHT-TO-THICKNESS RATIO FOR PARAPETS
109	SECTION A114 WALLS OF UNBURNED CLAY,ADOBE OR STONE MASONRY TABLE A114.1 MAXIMUM HEIGHT-TO-THICKNESS RATIO FOR ADOBE OR STONE WALLS
110	CHAPTER A2 EARTHQUAKE HAZARD REDUCTION IN EXISTING REINFORCED CONCRETE AND REINFORCED MASONRY WALL BUILDINGS WITH FLEXIBLE DIAPHRAGMS SECTION A201 PURPOSE SECTION A202 SCOPE SECTION A203 DEFINITIONS SECTION A204 SYMBOLS AND NOTATIONS SECTION A205 GENERAL REQUIREMENTS
111	SECTION A206 ANALYSIS AND DESIGN
112	SECTION A207 MATERIALS OF CONSTRUCTION
114	CHAPTER A3 PRESCRIPTIVE PROVISIONS FOR SEISMIC STRENGTHENING OF CRIPPLE WALLS AND SILL PLATE ANCHORAGE OF LIGHT, WOOD-FRAME RESIDENTIAL BUILDINGS SECTION A301 GENERAL SECTION A302 DEFINITIONS
115	SECTION A303 STRUCTURAL WEAKNESSES SECTION A304 STRENGTHENING REQUIREMENTS
116	FIGURE A304.1.3 TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS NOT PARALLEL TO FOUNDATIONS)
117	FIGURE A304.1.4(1) TYPICAL FLOOR TO CRIPPLE WALL CONNECTION (FLOOR JOISTS PARALLEL TO FOUNDATIONS)
118	FIGURE A304.1.4(2) TYPICAL FLOOR TO MUDSILL CONNECTIONS
119	FIGURE A304.1.4(3) ALTERNATIVE FLOOR FRAMING TO CRIPPLE WALL CONNECTION
120	FIGURE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
121	FIGURE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION TABLE A304.2.3(1) NEW REINFORCED CONCRETE FOUNDATION SYSTEM
122	TABLE A304.2.3(2) NEW MASONRY CONCRETE FOUNDATION TABLE A304.3.1 SILL PLATE ANCHORAGE AND CRIPPLE WALL BRACING
124	FIGURE A304.3.1(2) ALTERNATIVE SILL PLATE ANCHORING IN EXISTING FOUNDATION—WITHOUTCRIPPLE WALLS AND FLOOR FRAMING NOT PARALLEL TO FOUNDATIONSa, b FIGURE A304.3.1(3) ALTERNATIVE SILL PLATE ANCHOR TO EXISTING FOUNDATION WITHOUT CRIPPLE WALL AND FLOOR FRAMING PARALLEL TO FOUNDATIONS
125	FIGURE A304.3.1(4) SILL PLATE ANCHORING TO EXISTING FOUNDATION—ALTERNATIVE CONNECTION FOR BATTERED FOOTING TABLE A304.3.2 SILL PLATE ANCHORAGE FOR VARIOUS LENGTHS OF SILL PLATEa, b
126	FIGURE A304.4.1(1) CRIPPLE WALL BRACING WITH NEW WOOD STRUCTURAL PANEL ON EXTERIOR FACE OF CRIPPLE STUDS
127	FIGURE A304.4.1(2) CRIPPLE WALL BRACING WITH WOOD STRUCTURAL PANEL ON INTERIOR FACE OF CRIPPLE STUDS
128	FIGURE A304.4.1(3) PARTIAL CRIPPLE STUD WALL ELEVATION
129	FIGURE A304.4.2 FLOOR PLAN-CRIPPLE WALL BRACING LAYOUT
132	CHAPTER A4 EARTHQUAKE RISK REDUCTION IN WOOD-FRAME RESIDENTIAL BUILDINGS WITH SOFT, WEAK OR OPEN FRONT WALLS SECTION A401 GENERAL SECTION A402 DEFINITIONS SECTION A403 ANALYSIS AND DESIGN
134	SECTION A404 PRESCRIPTIVE MEASURES FOR WEAK STORY
135	SECTION A405 MATERIALS OF CONSTRUCTION SECTION A406 CONSTRUCTION DOCUMENTS
136	SECTION A407 QUALITY CONTROL
138	CHAPTER A5 REFERENCED STANDARDS SECTION A501 REFERENCED STANDARDS TABLE A501.1 REFERENCED STANDARDS TABLE A501.1—continued REFERENCED STANDARDS
140	APPENDIX B SUPPLEMENTARY ACCESSIBILITY REQUIREMENTS FOR EXISTING BUILDINGS AND FACILITIESDELETED
142	APPENDIX C GUIDELINES FOR THE WIND RETROFITOF EXISTING BUILDINGS DELETED
144	APPENDIX D BOARD OF APPEALSDELETED
146	RESOURCE A GUIDELINES ON FIRE RATINGS OF ARCHAIC MATERIALS AND ASSEMBLIES
147	1 FIRE-RELATED PERFORMANCE OF ARCHAIC MATERIALS AND ASSEMBLIES
148	1.2 COMBUSTIBLE CONSTRUCTION TYPES 2 BUILDING EVALUATION 2.1 PRELIMINARY EVALUATION
149	FIGURE 1 PRELIMINARY EVALUATION FIELD NOTES
150	FIGURE 2 PRELIMINARY EVALUATION WORKSHEET
151	2.2 FIRE RESISTANCE OF EXISTING BUILDING ELEMENTS 2.3 EFFECTS OF PENETRATIONS IN FIRE-RESISTANT ASSEMBLIES 3 FINAL EVALUATION AND DESIGN SOLUTION
152	3.1 THE EXPERIMENTAL APPROACH 3.2 THE THEORETICAL APPROACH
156	3.3 “THICKNESS DESIGN” STRATEGY 3.4 EVALUATION OF DOORS
157	FIGURE 3 MODIFICATION DETAILS
158	4 SUMMARY
160	APPENDIX RESOURCE A TABLE OF CONTENTS
163	SECTION I – WALLS FIGURE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK TABLE 1.1.1 MASONRY WALLS 0″ TO LESS THAN 4″ THICK
164	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
165	TABLE 1.1.1—continued MASONRY WALLS 0″ TO LESS THAN 4″ THICK
166	FIGURE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.1.2 MASONRY WALLS 4″ TO LESS THAN 6″THICK
167	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
168	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
169	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″THICK
170	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″THICK
171	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″THICK
172	TABLE 1.1.2—continued MASONRY WALLS 4″ TO LESS THAN 6″ THICK
173	FIGURE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.1.3 MASONRY WALLS 6″ TO LESS THAN 8″ THICK
174	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
175	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
176	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
177	TABLE 1.1.3—continued MASONRY WALLS 6″ TO LESS THAN 8″ THICK
178	FIGURE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK TABLE 1.1.4 MASONRY WALLS 8″ TO LESS THAN 10″ THICK
179	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
180	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
181	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
182	TABLE 1.1.4—continued MASONRY WALLS 8″TO LESS THAN 10″ THICK
183	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
184	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
185	TABLE 1.1.4—continued MASONRY WALLS 8″ TO LESS THAN 10″ THICK
186	FIGURE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″THICK TABLE 1.1.5 MASONRY WALLS 10″ TO LESS THAN 12″ THICK
187	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″ THICK
188	TABLE 1.1.5—continued MASONRY WALLS 10″TO LESS THAN 12″THICK
189	TABLE 1.1.5—continued MASONRY WALLS 10″ TO LESS THAN 12″THICK
190	FIGURE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK TABLE 1.1.6 MASONRY WALLS 12″ TO LESS THAN 14″ THICK
191	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
192	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
193	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″ THICK
194	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″THICK
195	TABLE 1.1.6—continued MASONRY WALLS 12″ TO LESS THAN 14″THICK
196	FIGURE 1.1.7 MASONRY WALLS 14″ OR MORE THICK TABLE 1.1.7 MASONRY WALLS 14″ OR MORE THICK
197	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
198	TABLE 1.1.7—continued MASONRY WALLS 14″ OR MORE THICK
199	FIGURE 1.2.1 METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK TABLE 1.2.1 METAL FRAME WALLS 0″ TO LESS THAN 4″THICK
200	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
201	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
202	TABLE 1.2.1—continued METAL FRAME WALLS 0″ TO LESS THAN 4″ THICK
203	FIGURE 1.2.2 METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.2.2 METAL FRAME WALLS 4″ TO LESS THAN 6″THICK
204	TABLE 1.2.2—continued METAL FRAME WALLS 4″ TO LESS THAN 6″ THICK
205	TABLE 1.2.3 METAL FRAME WALLS 6″ TO LESS THAN 8″ THICK
206	TABLE 1.2.4 METAL FRAME WALLS 8″ TO LESS THAN 10″ THICK
207	TABLE 1.3.1 WOOD FRAME WALLS 0″ TO LESS THAN 4″ THICK
208	FIGURE 1.3.2 WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK TABLE 1.3.2 WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
209	TABLE 1.3.2—continued WOOD FRAME WALLS 4″TO LESS THAN 6″ THICK
210	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
211	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
212	TABLE 1.3.2—continued WOOD FRAME WALLS 4″TO LESS THAN 6″ THICK
213	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
214	TABLE 1.3.2—continued WOOD FRAME WALLS 4″TO LESS THAN 6″ THICK
215	TABLE 1.3.2—continued WOOD FRAME WALLS 4″ TO LESS THAN 6″ THICK
216	TABLE 1.3.3 WOOD FRAME WALLS 6″ TO LESS THAN 8″ THICK TABLE 1.4.1 MISCELLANEOUS MATERIALS WALLS 0″ TO LESS THAN 4″ THICK
217	TABLE 1.4.2 MISCELLANEOUS MATERIALS WALLS 4″ TO LESS THAN 6″ THICK
218	FIGURE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.1 FINISH RATINGS—INORGANIC MATERIALS
219	TABLE 1.5.1—continued FINISH RATINGS—INORGANIC MATERIALS TABLE 1.5.2 FINISH RATINGS—ORGANIC MATERIALS
220	SECTION II COLUMNS TABLE 2.1.1 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 0″ TO LESS THAN 6″
221	FIGURE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.1.2 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
222	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
223	TABLE 2.1.2—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 10″ TO LESS THAN 12″
224	TABLE 2.1.3 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12″ TO LESS THAN 14″
225	TABLE 2.1.4 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″
226	FIGURE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″ TABLE 2.1.5 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
227	TABLE 2.1.5—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 16″ TO LESS THAN 18″
228	TABLE 2.1.6 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 18″ TO LESS THAN 20″
229	FIGURE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ TABLE 2.1.7 REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″
230	TABLE 2.1.7—continued REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 20″ TO LESS THAN 22″ TABLE 2.1.8 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 12 TO LESS THAN 14
231	TABLE 2.1.9 HEXAGONAL REINFORCED CONCRETE COLUMNS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.1.10 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—16″ TO LESS THAN 18″ TABLE 2.1.11 HEXAGONAL REINFORCED CONCRETE COLUMNS DIAMETER—20″ TO LESS THAN 22″
232	TABLE 2.2 ROUND CAST IRON COLUMNS
233	FIGURE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.3 STEEL COLUMNS—GYPSUM ENCASEMENTS
234	TABLE 2.3—continued STEEL COLUMNS—GYPSUM ENCASEMENTS TABLE 2.4 TIMBER COLUMNS MINIMUM DIMENSION TABLE 2.5.1.1 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION LESS THAN 6
235	TABLE 2.5.1.2 STEEL COLUMNS—CONCRETE ENCASEMENTS 6″ TO LESS THAN 8″ THICK
236	FIGURE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8 TO LESS THAN 10 TABLE 2.5.1.3 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″
238	TABLE 2.5.1.3—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ FIGURE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.1.4 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
239	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
240	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
241	TABLE 2.5.1.4—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
242	FIGURE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ TABLE 2.5.1.5 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
243	TABLE 2.5.1.5—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
244	FIGURE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″ TABLE 2.5.1.6 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
245	TABLE 2.5.1.6—continued STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
246	TABLE 2.5.1.7 STEEL COLUMNS—CONCRETE ENCASEMENTS MINIMUM DIMENSION 16″ TO LESS THAN 18″ TABLE 2.5.2.1 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″
247	TABLE 2.5.2.2 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″ TABLE 2.5.2.3 STEEL COLUMNS—BRICK AND BLOCK ENCASEMENTS MINIMUM DIMENSION 14″ TO LESS THAN 16″
248	TABLE 2.5.3.1 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″ TABLE 2.5.3.2 STEEL COLUMNS—PLASTER ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.4.1 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 6″ TO LESS THAN 8″
249	TABLE 2.5.4.2 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 8″ TO LESS THAN 10″ TABLE 2.5.4.3 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 10″ TO LESS THAN 12″ TABLE 2.5.4.4 STEEL COLUMNS—MISCELLANEOUS ENCASEMENTS MINIMUM DIMENSION 12″ TO LESS THAN 14″
250	SECTION III FLOOR/CEILING ASSEMBLIES FIGURE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE TABLE 3.1 FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
251	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
252	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
253	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
254	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
255	TABLE 3.1—continued FLOOR/CEILING ASSEMBLIES—REINFORCED CONCRETE
256	TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS FIGURE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS TABLE 3.2 FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
257	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
258	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
259	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
260	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
261	TABLE 3.2—continued FLOOR/CEILING ASSEMBLIES—STEEL STRUCTURAL ELEMENTS
262	FIGURE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST TABLE 3.3 FLOOR/CEILING ASSEMBLIES—WOOD JOIST
263	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
264	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
265	TABLE 3.3—continued FLOOR/CEILING ASSEMBLIES—WOOD JOIST
266	FIGURE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE TABLE 3.4 FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
267	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
268	TABLE 3.4—continued FLOOR/CEILING ASSEMBLIES—HOLLOW CLAY TILE WITH REINFORCED CONCRETE
269	SECTION IV BEAMS TABLE 4.1.1 REINFORCED CONCRETE BEAMS DEPTH 10″ TO LESS THAN 12″
270	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
271	TABLE 4.1.1—continued REINFORCED CONCRETE BEAMS DEPTH 10 TO LESS THAN 12
272	TABLE 4.1.2 REINFORCED CONCRETE BEAMS DEPTH 12 TO LESS THAN 14
273	TABLE 4.1.2—continued REINFORCED CONCRETE BEAMSDEPTH 12″ TO LESS THAN 14″
274	TABLE 4.1.3 REINFORCED CONCRETE BEAMSDEPTH 14″ TO LESS THAN 16″
275	TABLE 4.2.1 REINFORCED CONCRETE BEAMS—UNPROTECTED DEPTH 10″ TO LESS THAN 12″ TABLE 4.2.2 STEEL BEAMS—CONCRETE PROTECTION DEPTH 10″ TO LESS THAN 12″
276	SECTION V DOORS FIGURE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE TABLE 5.1 RESISTANCE OF DOORS TO FIRE EXPOSURE
277	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
278	TABLE 5.1—continued RESISTANCE OF DOORS TO FIRE EXPOSURE
279	BIBLIOGRAPHY
286	INDEX
292	ICC EVALUATION SERVICE
293	ICC DIGITAL CODES PREMIUM

Ohio Building Code 2024

Sun, 20 Oct 2024 09:02:47 +0000

Ohio Building Code

Published By	Publication Date	Number of Pages
OH	2024	795

OH ResidentialCode 2019

Sat, 19 Oct 2024 12:33:49 +0000

This is a integrated code based on the 2018 International Residential Code®.

PDF Catalog

PDF Pages	PDF Title
1	2019 RESIDENTIAL CODE OF OHIO
2	2019 RESIDENTIAL CODE OF OHIO TITLE PAGE
3	COPYRIGHT
4	PREFACE
6	EFFECTIVE USE OF THE RESIDENTIAL CODE
12	TABLE OF CONTENTS
18	PART I-ADMINISTRATION CHAPTER 1 ADMINISTRATION SECTION 101 GENERAL
20	SECTION 102 APPLICABILITY AND JURISDICTIONAL AUTHORITY
23	SECTION 103 CERTIFIED RESIDENTIAL BUILDING DEPARTMENTS, PERSONNEL, AND APPEALS BOARDS SECTION 104 DUTIES AND RESPONSIBILITIES
24	SECTION 105 APPROVALS
25	SECTION 106 CONSTRUCTION DOCUMENTS
28	SECTION 107 PLAN APPROVAL PROCESS
29	SECTION 108 INSPECTION PROCESS
32	SECTION 109 ORDERS, VIOLATIONS, AND UNSAFE BUILDINGS
33	SECTION 110 APPEALS SECTION 111 CERTIFICATE OF OCCUPANCY AND CERTIFICATE OF COMPLETION
34	SECTION 112 CHANGES TO THE CODE SECTION 113 EXISTING BUILDINGS AND STRUCTURES
35	SECTION 114 PRODUCTS AND MATERIALS
36	FIGURE 114.2 ORGANIZATION OF BOARD RECOGNIZED BODIES AND CERTIFICATION PROGRAMS
38	SECTION 115 BOARD ORGANIZATION
40	PART II-DEFINITIONS CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
62	PART III-BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION 301 DESIGN CRITERIA
63	TABLE 301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
64	TABLE 301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf)
65	TABLE 301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE 301.2(2) FIGURE 301.2(1) ISOLINES OF THE 971/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F)
66	FIGURE 301.2(2) SEISMIC DESIGN CATEGORIES
67	FIGURE 301.2(3) ALTERNATE SEISMIC DESIGN CATEGORIES
68	FIGURE 301.2(4) WEATHERING PROBABILITY MAP FOR CONCRETE
69	FIGURE 301.2(5) A ULTIMATE DESIGN WIND SPEEDS
70	FIGURE 301.2(6) GROUND SNOW LOADS, Pg, (lb/ft ) FOR THE EASTERN UNITED STATES
71	FIGURE 301.2(7) TERMITE INFESTATION PROBABILITY MAP
72	FIGURE 301.2(8) COMPONENT AND CLADDING PRESSURE ZONES
73	TABLE 301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION TABLE 301.2.1.3 WIND SPEED CONVERSIONS
76	TABLE 301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) TABLE 301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION TABLE 301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
77	SECTION 302 FIRE-RESISTANT CONSTRUCTION TABLE 302.1(1) EXTERIOR WALLS TABLE 302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
80	TABLE 302.6 DWELLING-GARAGE SEPARATION1
82	SECTION 303 LIGHT, VENTILATION AND HEATING
84	SECTION 304 MINIMUM ROOM AREAS SECTION 305 CEILING HEIGHT SECTION 306 SANITATION SECTION 307 TOILET, BATH AND SHOWER SPACES SECTION 308 GLAZING
85	FIGURE 307.1 MINIMUM FIXTURE CLEARANCES
86	TABLE 308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201 TABLE 308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
88	FIGURE 308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS SECTION 309 GARAGES AND CARPORTS
89	SECTION 310 EMERGENCY ESCAPE AND RESCUE OPENINGS
90	SECTION 311 MEANS OF EGRESS
93	SECTION 312 GUARDS AND WINDOW FALL PROTECTION
94	SECTION 313 AUTOMATIC FIRE SPRINKLER SYSTEMS
95	SECTION 314 SMOKE ALARMS
96	SECTION 315 CARBON MONOXIDE ALARMS SECTION 316 FOAM PLASTIC
98	SECTION 317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY
100	SECTION 318 PROTECTION AGAINST SUBTERRANEAN TERMITES SECTION 319 SITE ADDRESS SECTION 320 ACCESSIBILITY
102	SECTION 321 ELEVATORS AND PLATFORM LIFTS SECTION 322 FLOOD-RESISTANT CONSTRUCTION
105	SECTION 323 STORM SHELTERS
106	SECTION 324 SOLAR ENERGY SYSTEMS
107	SECTION 325 MEZZANINES SECTION 326 SWIMMING POOLS, SPAS AND HOT TUBS SECTION 327 STATIONARY STORAGE BATTERY SYSTEMS SECTION 328 POST FRAME ACCESSORY STRUCTURES TABLE 328.3 POST FRAME PIER FOOTING DIAMETERS
108	FIGURE 328 POST AND FRAME WALL SECTION (NO SCALE)
109	FIGURE 328.1 POST UPLIFT PROTECTION EXCEPTION (NO SCALE) TABLE 328.4.5 GABLE END HEADER SIZES TABLE 328.4.7 BEAM OR TRUSS CONNECTION AT POSTS MINIMUM FASTENERS OR TOTAL SHEAR OR WITHDRAW VALUES
110	TABLE 328.6 KNEE BRACE VERTICAL DISTANCE TABLE 328.7 STRUCTURAL FASTENERS
112	CHAPTER 4 FOUNDATIONS SECTION 401 GENERAL TABLE 401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS SECTION 402 MATERIALS
113	TABLE 402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SECTION 403 FOOTINGS
114	TABLE 403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)
115	TABLE 403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches)
116	TABLE 403.1(3) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches
117	FIGURE 403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B and C
118	FIGURE 403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
119	FIGURE 403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
121	FIGURE 403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
122	TABLE 403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
123	FIGURE 403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS SECTION 404 FOUNDATION AND RETAINING WALLS
124	FIGURE 403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD TABLE 403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
125	FIGURE 403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE FIGURE 403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
126	TABLE 403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches)
127	FIGURE 403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE FIGURE 403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING
128	TABLE 404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
129	TABLE 404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHES
130	TABLE 404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHES
131	TABLE 404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHES
132	TABLE 404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS TABLE 404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
133	TABLE 404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
134	TABLE 404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
135	TABLE 404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
136	TABLE 404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
137	TABLE 404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
138	TABLE 404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS
139	TABLE 404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL
143	FIGURE 404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
145	TABLE 404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) SECTION 405 FOUNDATION DRAINAGE
146	TABLE 405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM SECTION 406 FOUNDATION WATERPROOFING AND DAMPPROOFING
147	SECTION 407 COLUMNS
148	SECTION 408 UNDER-FLOOR SPACE
149	SECTION 409 FOUNDATION INSULATION
150	CHAPTER 5 FLOORS SECTION 501 GENERAL SECTION 502 WOOD FLOOR FRAMING
151	FIGURE 502.2 FLOOR CONSTRUCTION
152	TABLE 502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
153	TABLE 502.3.1(1)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L/Δ = 360)a
154	TABLE 502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
155	TABLE 502.3.1(2)—continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L/Δ = 360)b
156	TABLE 502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY (Floor Live Load = 40 psf, Roof Live Load = 20 psf) TABLE 502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY
158	FIGURE 502.8 CUTTING, NOTCHING AND DRILLING
159	SECTION 503 FLOOR SHEATHING TABLE 503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
160	SECTION 504 PRESSURE PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) SECTION 505 COLD-FORMED STEEL FLOOR FRAMING
161	TABLE 503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT TABLE 503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT
163	FIGURE 505.1.2 IN-LINE FRAMING
164	TABLE 505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS FIGURE 505.2.3(1) C-SHAPED SECTION FIGURE 505.2.3(2) TRACK SECTION
165	FIGURE 505.2.6.1 FLOOR JOIST WEB HOLES FIGURE 505.2.6.3 FLOOR JOIST WEB HOLE PATCH
166	TABLE 505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS FIGURE 505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION
167	TABLE 505.3.1(2) FLOOR FASTENING SCHEDULE FIGURE 505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION
168	FIGURE 505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION FIGURE 505.3.1(4) CANTILEVERED FLOOR-TO-FOUNDATION CONNECTION
169	FIGURE 505.3.1(5) CANTILEVERED FLOOR-TO-WOOD-SILL CONNECTION FIGURE 505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION
170	FIGURE 505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
171	FIGURE 505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL FIGURE 505.3.1(9) BEARING STIFFENERS FOR END JOISTS
172	TABLE 505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE OR CONTINUOUS SPANS FIGURE 505.3.3.2(1) JOIST BLOCKING (SOLID)
173	FIGURE 505.3.3.2(2) JOIST BLOCKING (STRAP) FIGURE 505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
174	FIGURE 505.3.4(2) BEARING STIFFENER FIGURE 505.3.7 TRACK SPLICE
175	FIGURE 505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION—6-FOOT FLOOR OPENING FIGURE 505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION—8-FOOT FLOOR OPENING
176	FIGURE 505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—6-FOOT OPENING FIGURE 505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION—8-FOOT OPENING
177	SECTION 506 CONCRETE FLOORS (ON GROUND) SECTION 507 EXTERIOR DECKS
178	TABLE 507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS TABLE 507.4 DECK POST HEIGHT
180	FIGURE 507.3 DECK POSTS TO DECK FOOTING CONNECTION
181	TABLE 507.3.1 MINIMUM FOOTING SIZE FOR DECKS
182	FIGURE 507.5 TYPICAL DECK JOIST SPANS TABLE 507.5 DECK BEAM SPAN LENGTHS a, b, g (feet – inches)
183	FIGURE 507.5.1(1) DECK BEAM TO DECK POST FIGURE 507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION
184	FIGURE 507.6 TYPICAL DECK JOIST SPANS
185	TABLE 507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES TABLE 507.7 MAXIMUM JOIST SPACING FOR DECKING
186	TABLE 507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf, snow load ≤ 40 psf) TABLE 507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE 507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
187	FIGURE 507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
188	CHAPTER 6 WALL CONSTRUCTION SECTION 601 GENERAL SECTION 602 WOOD WALL FRAMING
189	TABLE 602.3(1) FASTENING SCHEDULE
190	TABLE 602.3(1)—continued FASTENING SCHEDULE
191	TABLE 602.3(1)FASTENING SCHEDULE—continued
192	TABLE 602.3(1)—continued FASTENING SCHEDULE
193	TABLE 602.3(2) ALTERNATE ATTACHMENTS TO TABLE 602.3(1)
194	TABLE 602.3(2)—continued ALTERNATE ATTACHMENTS TO TABLE 602.3(1) TABLE 602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES TABLE 602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING
195	TABLE 602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS TABLE 602.3(6) ALTERNATE WOOD BEARING WALL STUD SIZE, HEIGHT AND SPACING
196	FIGURE 602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
197	FIGURE 602.3(2) FRAMING DETAILS
199	TABLE 602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS FIGURE 602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
200	FIGURE 602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLSFor SI: 1 inch = 25.4 mm.FIGURE 602.6.1TOP PLATE FIGURE 602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
201	TABLE 602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs)
202	TABLE 602.7(1)—continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb and required number of jack studs)
203	TABLE 602.7(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb and required number of jack studs) TABLE 602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES (Maximum span for Douglas fir-larch, hem-fir, Southern pine and spruce-pine-firb)
204	FIGURE 602.7.1(1) SINGLE-MEMBER HEADER IN EXTERIOR BEARING WALL FIGURE 602.7.1(2) ALTERNATIVE SINGLE-MEMBER HEADER WITHOUT CRIPPLE FIGURE 602.7.2 RIM BOARD HEADER CONSTRUCTION
205	FIGURE 602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION TABLE 602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS
206	TABLE 602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS
207	FIGURE 602.10.1.1 BRACED WALL LINES TABLE 602.10.1.3 BRACED WALL LINE SPACING
208	FIGURE 602.10.1.4 ANGLED WALLS FIGURE 602.10.2.2 LOCATION OF BRACED WALL PANELS
210	TABLE 602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED
211	TABLE 602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
212	TABLE 602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
213	TABLE 602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING
214	TABLE 602.10.4 BRACING METHODS
215	TABLE 602.10.4—continued BRACING METHODS
216	FIGURE 602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING TABLE 602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH
217	TABLE 602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS
218	TABLE 602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
219	FIGURE 602.10.6.1 METHOD ABW—ALTERNATE BRACED WALL PANEL FIGURE 602.10.6.2 METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
220	FIGURE 602.10.6.3 METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
221	FIGURE 602.10.6.4 METHOD CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION
222	TABLE 602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa
223	FIGURE 602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING
224	FIGURE 602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING
225	FIGURE 602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING FIGURE 602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS FIGURE 602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
226	FIGURE 602.10.8.2 (3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
227	FIGURE 602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS
228	FIGURE 602.11.2 STEPPED FOUNDATION CONSTRUCTION
229	FIGURE 602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING
230	TABLE 602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE
231	FIGURE 602.12.5 BRACING UNIT DISTRIBUTION SECTION 603 COLD-FORMED STEEL WALL FRAMING
232	FIGURE 603.1.2 IN-LINE FRAMING TABLE 603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES FIGURE 603.2.3(1) C-SHAPED SECTION FIGURE 603.2.3(2) TRACK SECTION
233	FIGURE 603.2.6.1 WALL STUD WEB HOLES
234	FIGURE 603.2.6.3 WALL STUD WEB HOLE PATCH
235	TABLE 603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS
236	FIGURE 603.3.1(1) WALL TO FLOOR CONNECTION FIGURE 603.3.1(2) WALL TO FOUNDATION CONNECTION FIGURE 603.3.1(3) WALL TO WOOD SILL CONNECTION FIGURE 603.3.1(4) WIND UPLIFT CONNECTOR TABLE 603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS
237	TABLE 603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS TABLE 603.3.2(1) WALL FASTENING SCHEDULE
238	TABLE 603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
239	TABLE 603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
240	TABLE 603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
241	TABLE 603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
242	TABLE 603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY
243	TABLE 603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
244	TABLE 603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
245	TABLE 603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
246	TABLE 603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
247	TABLE 603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING
248	TABLE 603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
249	TABLE 603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
250	TABLE 603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
251	TABLE 603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
252	TABLE 603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING
253	TABLE 603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT
254	TABLE 603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT
255	FIGURE 603.3.3(1) STUD BRACING WITH STRAPPING ONLY@ EACH END OF STRAP& INTERMITTENTLY EVERY 12′WALL SHEATHING FIGURE 603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL
256	FIGURE 603.3.5 TRACK SPLICE FIGURE 603.4 CORNER FRAMING
257	FIGURE 603.6(1) BOX BEAM HEADER FIGURE 603.6(2) BACK-TO-BACK HEADER
258	TABLE 603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
259	TABLE 603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d
260	TABLE 603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
261	TABLE 603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d
262	TABLE 603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
263	TABLE 603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d
264	FIGURE 603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL FIGURE 603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL TABLE 603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
265	TABLE 603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS TABLE 603.8 HEAD AND SILL TRACK SPAN FIGURE 603.9 STRUCTURAL SHEATHING FASTENING PATTERN
266	TABLE 603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS TABLE 603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
267	FIGURE 603.9.4.2 CORNER STUD HOLD-DOWN DETAIL
268	SECTION 604 WOOD STRUCTURAL PANELS SECTION 605 PARTICLEBOARD SECTION 606 GENERAL MASONRY CONSTRUCTION
269	TABLE 606.2.8 MORTAR PROPORTIONS TABLE 606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
270	TABLE 606.3.4.1 MINIMUM CORROSION PROTECTION TABLE 606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
272	TABLE 606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS
273	TABLE 606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
274	FIGURE 606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF
275	FIGURE 606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C
276	TABLE 606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
278	SECTION 607 GLASS UNIT MASONRY FIGURE 607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESIST
279	SECTION 608 EXTERIOR CONCRETE WALL CONSTRUCTION
280	TABLE 608.3 DIMENSIONAL REQUIREMENTS FOR WALLS
281	FIGURE 608.3(1) FLAT WALL SYSTEM FIGURE 608.3(2) WAFFLE-GRID WALL SYSTEM
282	FIGURE 608.3(3) SCREEN-GRID WALL SYSTEM
283	TABLE 608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS FIGURE 608.5.4(1) LAP SPLICES
284	FIGURE 608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION FIGURE 608.5.4(3) STANDARD HOOKS
285	TABLE 608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL
287	FIGURE 608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE 608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAMED SECOND STORY FIGURE 608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE 608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING
288	TABLE 608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
289	TABLE 608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS
290	TABLE 608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
291	TABLE 608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
293	EQUATION 6-1 EQUATION 6-2
294	TABLE 608.7(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
295	TABLE 608.7(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
296	TABLE 608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
297	TABLE 608.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
298	TABLE 608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
299	TABLE 608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
300	TABLE 608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET TABLE 608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET
301	TABLE 608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS
302	FIGURE 608.7(1) MINIMUM SOLID WALL LENGTH
303	FIGURE 608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
304	FIGURE 608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
305	FIGURE 608.8(1) REINFORCEMENT OF OPENINGS
306	FIGURE 608.8(2) LINTEL FOR FLAT WALLS
307	FIGURE 608.8(3) LINTELS FOR WAFFLE-GRID WALLS
308	FIGURE 608.8(4) LINTELS FOR SCREEN-GRID WALLS
309	TABLE 608.8(1) LINTEL DESIGN LOADING CONDITIONS
310	TABLE 608.8(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
311	TABLE 608.8(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
312	TABLE 608.8(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
313	TABLE 608.8(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
314	TABLE 608.8(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
315	TABLE 608.8(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
316	TABLE 608.8(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
317	TABLE 608.8(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
318	TABLE 608.8(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
319	TABLE 608.8(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
320	TABLE 608.8(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
321	TABLE 608.8(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
322	TABLE 608.8(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
323	TABLE 608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g
324	TABLE 608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g TABLE 608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g
326	FIGURE 608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
327	TABLE 608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b
328	FIGURE 608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
329	TABLE 608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
330	FIGURE 608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR
331	TABLE 608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
332	FIGURE 608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
333	TABLE 608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
334	FIGURE 608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
335	TABLE 608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
336	FIGURE 608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
337	TABLE 608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c
338	FIGURE 608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
339	TABLE 608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
340	FIGURE 608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
341	TABLE 608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
342	FIGURE 608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
343	TABLE 608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
344	FIGURE 608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
345	TABLE 608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
346	FIGURE 608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
347	TABLE 608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
348	FIGURE 608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
349	TABLE 608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
350	SECTION 609 EXTERIOR WINDOWS AND DOORS
351	FIGURE 609.7.2(1) THROUGH THE FRAME FIGURE 609.7.2(2) FRAME CLIP FIGURE 609.7.2(3) THROUGH THE FRAME FIGURE 609.7.2(4) FRAME CLIP
352	FIGURE 609.7.2(5) THROUGH THE FLANGE FIGURE 609.7.2(6) THROUGH THE FLANGE FIGURE 609.7.2(7) FRAME CLIP FIGURE 609.7.2(8) THROUGH THE FLANGE
353	SECTION 610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION FIGURE 610.4 SIP WALL PANEL
355	TABLE 610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a
356	TABLE 610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a
357	FIGURE 610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE 610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
358	FIGURE 610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE 610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
359	FIGURE 610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION FIGURE 610.5.1 SIP WALL FRAMING CONFIGURATION
360	FIGURE 610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE 610.5.4 SIP CORNER FRAMING DETAIL
361	FIGURE 610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS TABLE 610.8 MAXIMUM SPANS FOR 117/8-INCH OR DEEPER SIP HEADERS (feet)
362	CHAPTER 7 WALL COVERING SECTION 701 GENERAL SECTION 702 INTERIOR COVERING TABLE 702.1(1) THICKNESS OF PLASTER
363	TABLE 702.1(2) GYPSUM PLASTER PROPORTIONSa TABLE 702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
365	TABLE 702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS
366	TABLE 702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE 702.4.2 BACKER BOARD MATERIALS TABLE 702.7.1 CLASS III VAPOR RETARDERS
367	SECTION 703 EXTERIOR COVERING
368	TABLE 703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
369	TABLE 703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
370	TABLE 703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION TABLE 703.3.2 LIMITS FOR ATTACHMENT PER TABLE 703.3(1) TABLE 703.3.3 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
372	TABLE 703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c(Dimensions are in inches) TABLE 703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS
373	TABLE 703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS
374	FIGURE 703.8 TYPICAL MASONRY VENEER WALL DETAILSe
375	FIGURE 703.8—continued TYPICAL MASONRY VENEER WALL DETAILSe
376	TABLE 703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
377	FIGURE 703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES BRICK VENEERSHEATHINGSTUDSTEEL ANGLE NOTATTACHED TO STUDFASTENERSVENEER TIEFLASHINGWEEP HOLECOUNTER FLASHINGBASE FLASHINGTRIPLE RAFTERSATTACHED TO STUDSSUPPORT BY ROOF MEMBERSFIGURE 703.8.2.2EXTERIOR MASONRY FIGURE 703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
378	TABLE 703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d TABLE 703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE 703.8.3.2 MASONRY VENEER OPENING
379	TABLE 703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
380	TABLE 703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHINGa, b, c
381	TABLE 703.11.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING
383	TABLE 703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE 703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa,
384	TABLE 703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
385	TABLE 703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
386	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION 801 GENERAL SECTION 802 WOOD ROOF FRAMING
388	TABLE 802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
389	TABLE 802.4.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/Δ = 180)
390	TABLE 802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
391	TABLE 802.4.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L/Δ = 240)
392	TABLE 802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
393	TABLE 802.4.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L/Δ = 180)
394	TABLE 802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
395	TABLE 802.4.1(4)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L/Δ = 240)
396	TABLE 802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
397	TABLE 802.4.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L/Δ = 180)
398	TABLE 802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
399	TABLE 802.4.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L/Δ = 240)
400	TABLE 802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)
401	TABLE 802.4.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling not attached to rafters, L/Δ = 180)
402	TABLE 802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240)
403	TABLE 802.4.1(8)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 70 psf, ceiling attached to rafters, L/Δ = 240)
404	FIGURE 802.4.5 BRACED RAFTER CONSTRUCTION
405	TABLE 802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
406	TABLE 802.5.1(1)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240)
407	TABLE 802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
408	TABLE 802.5.1(2)—continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)
409	TABLE 802.5.2 RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS
410	FIGURE 802.7.1.1 RAFTER NOTCH
411	FIGURE 802.7.1.2 CEILING JOIST TAPER CUT
412	SECTION 803 ROOF SHEATHING TABLE 803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
413	TABLE 802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)
414	TABLE 802.11—continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION)
415	SECTION 804 COLD-FORMED STEEL ROOF FRAMING FIGURE 804.1.2 IN-LINE FRAMING
416	TABLE 804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES FIGURE 804.2.3 (1) C-SHAPED SECTION FIGURE 804.2.3(2) TRACK SECTION
417	FIGURE 804.2.6.1 ROOF FRAMING MEMBER WEB HOLES
418	FIGURE 804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH FIGURE 804.3 COLD-FORMED STEEL ROOF CONSTRUCTION
419	TABLE 804.3 ROOF FRAMING FASTENING SCHEDULEa, b
420	TABLE 804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)
421	TABLE 804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a TABLE 804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa
422	FIGURE 804.3.1.1 JOIST TO RAFTER CONNECTION FIGURE 804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL
423	FIGURE 804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING FIGURE 804.3.1.4 SPLICED CEILING JOISTS
424	FIGURE 804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS
425	TABLE 804.3.2.1(1) ROOF RAFTER SPANS TABLE 804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
426	FIGURE 804.3.2.4 RIDGE MEMBER CONNECTION TABLE 804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa
427	FIGURE 804.3.5(1) ROOF OR CEILING OPENING
428	FIGURE 804.3.5(2) HEADER TO TRIMMER CONNECTION SECTION 805 CEILING FINISHES
429	TABLE 804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET FIGURE 804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL
430	FIGURE 804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL FIGURE 804.3.7.2 ROOF BLOCKING DETAIL
431	SECTION 806 ROOF VENTILATION
432	TABLE 806.5 INSULATION FOR CONDENSATION CONTROL SECTION 807 ATTIC ACCESS
434	CHAPTER 9 ROOF ASSEMBLIES SECTION 901 GENERAL SECTION 902 FIRE CLASSIFICATION SECTION 903 WEATHER PROTECTION
435	SECTION 904 MATERIALS SECTION 905 REQUIREMENTS FOR ROOF COVERINGS
436	TABLE 905.1.1(1) UNDERLAYMENT TYPES TABLE 905.1.1(2) UNDERLAYMENT APPLICATION
437	TABLE 905.1.1(2)—continued UNDERLAYMENT APPLICATION
438	TABLE 905.1.1(3) UNDERLAYMENT ATTACHMENT
439	TABLE 905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES
440	TABLE 905.2.8.2 VALLEY LINING MATERIAL
441	TABLE 905.3.7 CLAY AND CONCRETE TILE ATTACHMENT TABLE 905.6.5 SLATE SHINGLE HEADLAP
442	TABLE 905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE 905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE TABLE 905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES
443	TABLE 905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
444	TABLE 905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE TABLE 905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
445	TABLE 905.10.3(1) METAL ROOF COVERING STANDARDS TABLE 905.10.3(2) MINIMUM CORROSION RESISTANCE TABLE 905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
446	TABLE 905.14.3 PROTECTIVE COATING MATERIAL STANDARDS SECTION 906 ROOF INSULATION TABLE 906.2 MATERIAL STANDARDS FOR ROOF INSULATION
447	SECTION 907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS SECTION 908 REROOFING
448	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION 1001 MASONRY FIREPLACES
449	TABLE 1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
450	FIGURE 1001.1 FIREPLACE AND CHIMNEY DETAILS
451	FIGURE 1001.11 CLEARANCE FROM COMBUSTIBLES SECTION 1002 MASONRY HEATERS
452	SECTION 1003 MASONRY CHIMNEYS
454	TABLE 1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES TABLE 1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
455	FIGURE 1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS TABLE 1003.20 CRICKET DIMENSIONS SECTION 1004 FACTORY-BUILT FIREPLACES
456	FIGURE 1003.18 CLEARANCE FROM COMBUSTIBLES SECTION 1005 FACTORY-BUILT CHIMNEYS SECTION 1006 EXTERIOR AIR SUPPLY
457	FIGURE 1003.20 CHIMNEY CRICKET
458	PART IV-ENERGY CONSERVATION CHAPTER 11 ENERGY EFFICIENCY SECTION 1101 GENERAL
459	FIGURE 1101.7 CLIMATE ZONES TABLE 1101.7 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID ESIGNATIONS BY STATE, COUNTY AND TERRITORY
460	TABLE 1101.10.3(1) DEFAULT GLAZED WINDOW, GLASS DOOR AND SKYLIGHT U-FACTORS TABLE 1101.10.3(2) DEFAULT OPAQUE DOOR U-FACTORS TABLE 1101.10.3(3) DEFAULT GLAZED FENESTRATION SHGC AND VT
461	SECTION 1102 BUILDING THERMAL ENVELOPE TABLE 1102.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
462	TABLE 1102.1.4 EQUIVALENT U-FACTORSa
463	TABLE 1102.2.6 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION R-VALUES
465	TABLE 1102.4.1.1 AIR BARRIER AND INSULATION INSTALLATIONa
466	SECTION 1103 SYSTEMS
468	TABLE 1103.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY SECTION 1104 ELECTRICAL POWER AND LIGHTING SYSTEMS (MANDATORY) SECTION 1105 SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE) TABLE 1103.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
470	TABLE 1105.5.2(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE 1105.5.2(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
471	TABLE 1105.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE 1105.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
472	TABLE 1105.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS TABLE 1105.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
473	TABLE 1105.5.2(2) DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa SECTION 1106 ENERGY RATING INDEX COMPLIANCE ALTERNATIVE TABLE 1106.4 MAXIMUM ENERGY RATING INDEX EQUATION 11-1
474	SECTION 1107 EXISTING BUILDINGS—GENERAL SECTION 1108 ADDITIONS
475	SECTION 1109 ALTERATIONS SECTION 1110 REPAIRS
476	SECTION 1111 CHANGE OF OCCUPANCY OR USE SECTION 1112 OHIO HOME BUILDERS ASSOCIATION (OHBA) ALTERNATIVE ENERGY CODE OPTION TABLE 1107.4.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
477	TABLE 1112.1.5(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE 1112.1.5(2) DEFAULT DOOR U-FACTORS TABLE 1112.1.5(3) DEFAULT GLAZED FENESTRATION SHGC
478	TABLE 1112.2.2.5 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)
480	TABLE 1112.2.1 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa TABLE 1112.2.1.2 EQUIVALENT U-FACTORS
481	TABLE 1112.3.2.2(a) POST-CONSTRUCTION DUCT TIGHTNESS TESTING TABLE 1112.3.2.2(b) ROUGH-IN DUCT TIGHTNESS TESTING
482	PART V-MECHANICAL CHAPTER 12 MECHANICAL ADMINISTRATION SECTION 1201 GENERAL SECTION 1202 EXISTING MECHANICAL SYSTEMS
484	CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION 1301 GENERAL MECHANICAL SYSTEM REQUIREMENTS SECTION 1302 APPROVAL SECTION 1303 LABELING OF APPLIANCES SECTION 1304 TYPE OF FUEL SECTION 1305 APPLIANCE ACCESS
485	SECTION 1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
486	FIGURE 1306.1 REDUCED CLEARANCE DIAGRAM FIGURE 1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
487	TABLE 1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
488	SECTION 1307 APPLIANCE INSTALLATION SECTION 1308 MECHANICAL SYSTEMS INSTALLATION
490	CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION 1401 GENERAL SECTION 1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION 1404 REFRIGERATION COOLING EQUIPMENT SECTION 1405 BASEBOARD CONVECTORS SECTION 1406 RADIANT HEATING SYSTEMS
491	SECTION 1407 DUCT HEATERS SECTION 1408 VENTED FLOOR FURNACES SECTION 1409 VENTED WALL FURNACES
492	SECTION 1410 VENTED ROOM HEATERS SECTION 1411 HEATING AND COOLING EQUIPMENT
493	SECTION 1412 ABSORPTION COOLING EQUIPMENT SECTION 1413 EVAPORATIVE COOLING EQUIPMENT
494	SECTION 1414 FIREPLACE STOVES SECTION 1415 MASONRY HEATERS
496	CHAPTER 15 EXHAUST SYSTEMS SECTION 1501 GENERAL SECTION 1502 CLOTHES DRYER EXHAUST TABLE 1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
497	SECTION 1503 DOMESTIC COOKING EXHAUST EQUIPMENT
498	SECTION 1504 EXHAUST DUCTS AND EXHAUST OPENINGS TABLE 1504.2 DUCT LENGTH SECTION 1505 MECHANICAL VENTILATION
499	TABLE 1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE 1505.4.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS TABLE 1505.4.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO- AND THREE-FAMILY DWELLINGS
500	CHAPTER 16 DUCT SYSTEMS SECTION 1601 DUCT CONSTRUCTION TABLE 1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
503	SECTION 1602 RETURN AIR
504	CHAPTER 17 COMBUSTION AIR SECTION 1701 GENERAL
506	CHAPTER 18 CHIMNEYS AND VENTS SECTION 1801 GENERAL SECTION 1802 VENT COMPONENTS
507	SECTION 1803 CHIMNEY AND VENT CONNECTORS TABLE 1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS TABLE 1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa
508	SECTION 1804 VENTS TABLE 1804.1 VENT SELECTION CHART SECTION 1805 MASONRY AND FACTORY-BUILT CHIMNEYS
510	CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS SECTION 1901 RANGES AND OVENS SECTION 1902 SAUNA HEATERS SECTION 1903 STATIONARY FUEL CELL POWER PLANTS SECTION 1904 GASEOUS HYDROGEN SYSTEMS SECTION 1905 ENGINE AND GAS-TURBINE POWERED EQUIPMENT AND APPLIANCES
512	CHAPTER 20 BOILERS AND WATER HEATERS SECTION 2001 BOILERS SECTION 2002 OPERATING AND SAFETY CONTROLS SECTION 2003 EXPANSION TANKS SECTION 2004 WATER HEATERS USED FOR SPACE HEATING
513	TABLE 2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION 2005 WATER HEATERS SECTION 2006 POOL HEATERS
514	CHAPTER 21 HYDRONIC PIPING SECTION 2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE 2101.9 HANGER SPACING INTERVALS SECTION 2102 BASEBOARD CONVECTORS
515	TABLE 2101.1 HYDRONIC PIPING AND FITTING MATERIALS
516	SECTION 2103 FLOOR HEATING SYSTEMS SECTION 2104 LOW TEMPERATURE PIPING SECTION 2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING
517	TABLE 2105.4 GROUND-SOURCE LOOP PIPE TABLE 2105.5 GROUND-SOURCE LOOP PIPE FITTINGS
520	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 2200 SCOPE SECTION 2201 OIL TANKS SECTION 2202 OIL PIPING, FITTING AND CONNECTIONS
521	SECTION 2203 INSTALLATION SECTION 2204 OIL PUMPS AND VALVES
522	CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION 2301 SOLAR THERMAL ENERGY SYSTEMS
524	PART VI-FUEL GAS CHAPTER 24 FUEL GAS SECTION 2401 GENERAL SECTION 2402 GENERAL SECTION 2403 GENERAL DEFINITIONS
526	SECTION 2404 GENERAL
527	SECTION 2405 STRUCTURAL SAFETY SECTION 2406 APPLIANCE LOCATION SECTION 2407 COMBUSTION, VENTILATION AND DILUTION AIR
528	EQUATION 24-1 EQUATION 24-2 FIGURE 2407.5.3 ALL AIR FROM INSIDE THE BUILDING
529	FIGURE 2407.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC FIGURE 2407.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC
530	FIGURE 2407.6.1(3) ALL AIR FROM OUTDOORS FIGURE 2407.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS
531	SECTION 2408 INSTALLATION
532	SECTION 2409 CLEARANCE REDUCTION FIGURE 2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
533	FIGURE 2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE 2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
534	TABLE 2409.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION SECTION 2410 ELECTRICAL
535	SECTION 2411 ELECTRICAL BONDING SECTION 2412 GENERAL SECTION 2413 PIPE SIZING
536	EQUATION 24-3 EQUATION 24-4 TABLE 2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
537	TABLE 2413.4(1) SCHEDULE 40 METALLIC PIPE
538	TABLE 2413.4(2) SCHEDULE 40 METALLIC PIPE
539	TABLE 2413.4(3) SEMIRIGID COPPER TUBING
540	TABLE 2413.4(4) SEMIRIGID COPPER TUBING
541	TABLE 2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST)
542	TABLE 2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST)
543	TABLE 2413.4(7) POLYETHYLENE PLASTIC PIPE
544	TABLE 2413.4(8) POLYETHYLENE PLASTIC PIPE
545	TABLE 2413.4(9) SCHEDULE 40 METALLIC PIPE
546	TABLE 2413.4(10) SCHEDULE 40 METALLIC PIPE
547	TABLE 2413.4(11) SCHEDULE 40 METALLIC PIPE
548	TABLE 2413.4(12) SCHEDULE 40 METALLIC PIPE
549	TABLE 2413.4(13) SEMIRIGID COPPER TUBING
550	TABLE 2413.4(14) SEMIRIGID COPPER TUBING
551	TABLE 2413.4(15) SEMIRIGID COPPER TUBING
552	TABLE 2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
553	TABLE 2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
554	TABLE 2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
555	TABLE 2413.4(19) POLYETHYLENE PLASTIC PIPE
556	TABLE 2413.4(20) POLYETHYLENE PLASTIC PIPE
557	TABLE 2413.4(21) POLYETHYLENE PLASTIC TUBING SECTION 2414 PIPING MATERIALS
558	TABLE 2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
559	SECTION 2415 PIPING SYSTEM INSTALLATION
561	SECTION 2416 PIPING BENDS AND CHANGES IN DIRECTION
562	SECTION 2417 INSPECTION, TESTING AND PURGING
563	TABLE 2417.7.1.1 SIZE AND LENGTH OF PIPING
564	SECTION 2418 PIPING SUPPORT SECTION 2419 DRIPS AND SLOPED PIPING FIGURE 2419.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
565	SECTION 2420 SHUTOFF VALVES TABLE 2420.1.1 MANUAL GAS VALVE STANDARDS SECTION 2421 FLOW CONTROLS
566	SECTION 2422 APPLIANCE CONNECTIONS
567	SECTION 2423 COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES SECTION 2424 PIPING SUPPORT INTERVALS TABLE 2424.1 SUPPORT OF PIPING SECTION 2425 GENERAL
568	SECTION 2426 VENTS
569	SECTION 2427 VENTING OF APPLIANCES
570	TABLE 2427.4 TYPE OF VENTING SYSTEM TO BE USED
572	FIGURE 2427.6.4 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
575	TABLE 2427.8 THROUGH-THE-WALL, DIRECT-VENT TERMINATION CLEARANCES TABLE 2427.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
576	TABLE 2427.10.5a CLEARANCES FOR CONNECTORS
578	SECTION 2428 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
580	TABLE 2428.3.2 MAXIMUM VENT CONNECTOR LENGTH
582	TABLE 2428.2(1) TYPE B DOUBLE-WALL GAS VENT
583	TABLE 2428.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
584	TABLE 2428.2(2) TYPE B DOUBLE-WALL GAS VENT
585	TABLE 2428.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
586	TABLE 2428.3(1) TYPE B DOUBLE-WALL VENT
587	TABLE 2428.3(2) TYPE B DOUBLE-WALL VENT
588	TABLE 2428.3(3) MASONRY CHIMNEY
589	TABLE 2428.3(4) MASONRY CHIMNEY
590	SECTION 2429 DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION 2430 FACTORY-BUILT CHIMNEYS SECTION 2431 GENERAL SECTION 2432 DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION 2433 LOG LIGHTERS SECTION 2434 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION 2435 VENTED GAS FIREPLACE HEATERS SECTION 2436 VENTED WALL FURNACES SECTION 2437 FLOOR FURNACES
591	SECTION 2438 CLOTHES DRYERS SECTION 2439 CLOTHES DRYER EXHAUST
592	TABLE 2439.7.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION 2440 SAUNA HEATERS
593	SECTION 2441 POOL AND SPA HEATERS SECTION 2442 FORCED-AIR WARM-AIR FURNACES
594	SECTION 2443 CONVERSION BURNERS SECTION 2444 UNIT HEATERS SECTION 2445 UNVENTED ROOM HEATERS SECTION 2446 VENTED ROOM HEATERS SECTION 2447 COOKING APPLIANCES
595	SECTION 2448 WATER HEATERS SECTION 2449 AIR-CONDITIONING APPLIANCES SECTION 2450 ILLUMINATING APPLIANCES SECTION 2451 INFRARED RADIANT HEATERS SECTION 2452 BOILERS
596	SECTION 2453 CHIMNEY DAMPER OPENING AREA TABLE 2453.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES SECTION 2454 OUTDOOR DECORATIVE APPLIANCES
598	PART VII-PLUMBING CHAPTER 25 PLUMBING SYSTEMS SECTION 2501 PLUMBING SYSTEMS
600	CHAPTERS 26–28
602	CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION 2901 GENERAL SECTION 2902 PROTECTION OF POTABLE WATER SUPPLY SECTION 2903 WATER SUPPLY SYSTEM SECTION 2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
603	TABLE 2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED FIGURE 2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION
605	EQUATION 29-1
606	TABLE 2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b
607	TABLE 2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a TABLE 2904.6.2(3) ELEVATION LOSS (PLe)
608	TABLE 904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
609	TABLE 2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
610	TABLE 2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
611	TABLE 2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
612	TABLE 2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
613	TABLE 2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
614	SECTION 2905 HEATED WATER DISTRIBUTION SYSTEMS SECTION 2906 MATERIALS, JOINTS AND CONNECTIONS SECTION 2907 CHANGES IN DIRECTION SECTION 2908 SUPPORT SECTION 2909 DRINKING WATER TREATMENT UNITS SECTION 2910 NONPOTABLE WATER SYSTEMS SECTION 2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS SECTION 2912 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS SECTION 2913 RECLAIMED WATER SYSTEMS
616	CHAPTERS 30–33
618	PART VIII-ELECTRICAL CHAPTER 34 ELECTRICAL SECTION 3401 ELECTRICAL
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OH Cincinnati Title14 ZoningCode

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PDF Catalog

PDF Pages	PDF Title
1	Chapter 1400 GENERAL PROVISIONS AND RULES FOR MEASUREMENT § 1400-01. Title. § 1400-03. Purposes.
2	§ 1400-05. Applicability. § 1400-07. Zoning Designation System. § 1400-09. Interpretation.
3	§ 1400-11. Establishment of Zoning Districts.
4	§ 1400-13. Establishment of Special Review Districts.
5	§ 1400-15. District Hierarchy.
6	§ 1400-17. Zoning Map. § 1400-19. Declaration of Unconstitutionality. § 1400-21. Interpretation of District Boundaries. § 1400-23. Principal Structures.
7	§ 1400-25. Lots Divided by District Boundaries. § 1400-27. Measurements. § 1400-27-D. Distances.
8	§ 1400-27-F. Determining Floor Area Ratio.
9	§ 1400-27-F-1. Fractions. § 1400-27-H. Height. § 1400-27-L. Lot Width.
10	§ 1400-27-S. Minimum Separation Distance. § 1400-27-S1. Setback Averaging.
11	§ 1400-27-S2. Square Footage, Multiple Uses by Single Entity. Chapter 1401 DEFINITIONS § 1401-01. Definitions. § 1401-01-A1. Abutting or Adjoining. § 1401-01-A2. Accessory Structure. § 1401-01-A3. Accessory Use. § 1401-01-A4. Alley. § 1401-01-A5. Alteration.
12	§ 1401-01-A6. Ambulance Services. § 1401-01-A7. Animal Services. § 1401-01-A8. Antenna. § 1401-01-A9. Architectural Element. § 1401-01-A10. Arterial Street. § 1401-01-A11. Assisted Living.
13	§ 1401-01-A12. Attached Single-Family Dwelling. § 1401-01-A13. Automated Teller Machine (ATM). § 1401-01-A14. Automobile Holding Facility. § 1401-01-A15. Awning. § 1401-01-B. Bank and Financial Institution. § 1401-01-B1. Barge Terminal.
14	§ 1401-01-B2. Basement. § 1401-01-B3. Bed and Breakfast Home. § 1401-01-B4. Bed and Breakfast Inn. § 1401-01-B5. Berm. § 1401-01-B6. Bicycle Parking Space. § 1401-01-B7. Block Face.
15	§ 1401-01-B8. Boat and Ship Yard. § 1401-01-B9. Breezeway. § 1401-01-B10. Buffer Yard. § 1401-01-B11. Building. § 1401-01-B12. Building Envelope.
16	§ 1401-01-B13. Building Line.
17	§ 1401-01-B14. Building Maintenance Service. § 1401-01-B15. Building Materials Sales and Service. § 1401-01-B16. Business Service. § 1401-01-C. Canopy. § 1401-01-C1. Car Wash.
18	§ 1401-01-C2. Cemetery. § 1401-01-C3. Club and Lodge. § 1401-01-C4. Collector Street. § 1401-01-C5. College. § 1401-01-C6. Collocation. § 1401-01-C7. Commercial Meeting Facility.
19	§ 1401-01-C8. Commercial Pier and Port. § 1401-01-C9. Commercial Vehicle. § 1401-01-C10. Commissary. § 1401-01-C11. Communications Facility. § 1401-01-C12. Communications-Related Equipment.
20	§ 1401-01-C13. Community Correctional Facility. § 1401-01-C14. Community Garden. § 1401-01-C15. Community Learning Center. § 1401-01-C16. Community Service Facility. § 1401-01-C17. Conditional Use.
21	§ 1401-01-C18. Congregate Housing. § 1401-01-C19. Contractor’s Storage. § 1401-01-C20. Convenience Market. § 1401-01-C21. Convents and Monasteries. § 1401-01-C22. Corner Lot. § 1401-01-C23. Correctional Facility.
22	§ 1401-01-C24. Covenant. § 1401-01-C25. Cultural Institution. § 1401-01-D. Day Care Center. § 1401-01-D1. Day Care Home Adult. § 1401-01-D2. Day Care Home Type A.
23	§ 1401-01-D3. Day Care Home Type B. § 1401-01-D4. Decision. § 1401-01-D5. Decision-Making Body. § 1401-01-D6. Demolition. § 1401-01-D7. Density. § 1401-01-D8. Developmental Disability Dwelling. § 1401-01-D9. Director of Buildings and Inspections. § 1401-01-D10. Director of City Planning.
24	§ 1401-01-D11. Double-Frontage Lot. § 1401-01-D12. Drinking Establishment. § 1401-01-D13. Drive Box. § 1401-01-D14. Drive-Through Components.
25	§ 1401-01-D15. Drive-Through Establishment. § 1401-01-D16. Dwelling Unit. § 1401-01-E. Easement. § 1401-01-E1. Eating and Drinking Establishment. § 1401-01-E2. Establishment.
26	§ 1401-01-E3. Extension. § 1401-01-E4. Exterior Rowhouse Lot. § 1401-01-F. Facade, Building.
27	§ 1401-01-F1. Facility. § 1401-01-F2. Family. § 1401-01-F3. Farming. § 1401-01-F4. Fence. § 1401-01-F5. Floor Area. § 1401-01-F6. Floor Area, Gross.
28	§ 1401-01-F7. Floor Area Ratio (FAR). § 1401-01-F8. Food Market. § 1401-01-F9. Food Preparation. § 1401-01-F10. Fraternity or Sorority House. § 1401-01-F11. Front Lot Line. § 1401-01-F12. Front Yard.
29	§ 1401-01-F13. Frontage, Street. § 1401-01-F14. Fuel Sales. § 1401-01-F15. Funeral and Interment Service. § 1401-01-G. Garden Supply Store and Nursery. § 1401-01-G1. Government Facility and Office. § 1401-01-G2. Grade, Existing.
30	§ 1401-01-G3. Grade, Finished. § 1401-01-G4. Gross Floor Area. § 1401-01-G5. Group Home. § 1401-01-G6. Group Residential. § 1401-01-H. Height. § 1401-03-H1. Height, Building.
31	§ 1401-01-H2. Home for Adjustment. § 1401-01-H3. Home Occupation. § 1401-01-H4. Hospital. § 1401-01-H5. Hotel. § 1401-01-I. Illegal Use. § 1401-01-I1. Incidental. § 1401-01-I2. Indoor Storage.
32	§ 1401-01-I3. Interior Lot. § 1401-01-I4. Interior Rowhouse Lot. § 1401-01-I5. Interior Side Lot Line. § 1401-01-J. Juvenile Detention Facility.
33	§ 1401-01-K. Kitchen. § 1401-01-L. Laboratory, Commercial. § 1401-01-L1. Landline Communications. § 1401-01-L2. Limited Use. § 1401-01-L3. Loft Dwelling Unit. § 1401-01-L4. Lot.
34	§ 1401-01-L5. Lot Area. § 1401-01-L6. Lot, Corner. § 1401-01-L7. Lot, Double-Frontage. § 1401-01-L8. Lot, Interior Rowhouse.
35	§ 1401-01-L9. Lot, Interior Side Line. § 1401-01-L10. Lot Line.
36	§ 1401-01-L11. Lot, Line Front. § 1401-01-L12. Lot, Line Rear. § 1401-01-L13. Lot, Line Side.
37	§ 1401-01-L14. Lot, Line Street Side. § 1401-01-L15. Lot, of Record. § 1401-01-L16. Lot, Panhandle. § 1401-01-L17. Lot, Sub-Minimum. § 1401-01-L18. Lot, Vacant. § 1401-01-L19. Low-Impact Manufacturing. § 1401-01-M. Maintenance and Repair Service.
38	§ 1401-01-M1. Marina. § 1401-01-M2. Marine Sales and Service. § 1401-01-M3. Marquee. § 1401-01-M4. Medical Services and Clinic. § 1401-01-M5. Metal Waste Salvage Yard, Junk Yard.
39	§ 1401-01-M6. Mining and Quarrying. § 1401-01-M7. Mixed Use. § 1401-01-M8. Multi-Family Dwelling. § 1401-01-M9. Mural. § 1401-01-N. Noncomplying Structure. § 1401-01-N1. Nonconforming Use. § 1401-01-N2. Nursing Home.
40	§ 1401-01-O. Office. § 1401-01-O1. Off-Street Loading. § 1401-01-O2. Oil and Gas Storage. § 1401-01-O3. Opacity. § 1401-01-O4. Open Space, Common and Private. § 1401-01-O5. Ordinary Repair and Maintenance.
41	§ 1401-01-O6. Outdoor Eating and/or Drinking Area. § 1401-01-O7. Outdoor Entertainment. § 1401-01-O8. Outdoor Storage. § 1401-01-P. Panhandle Lot. § 1401-01-P1. Parabolic Antenna. § 1401-01-P2-A. Parking Facility, Principal Use.
42	§ 1401-01-P2-B. Parking Facility, Accessory Use. § 1401-01-P3. Parking Garage. § 1401-01-P4. Parking Lot. § 1401-01-P5. Parking Space. § 1401-01-P6. Parking Space, Tandem.
43	§ 1401-01-P7. Park and Recreation Facility. § 1401-01-P8. Patients’ Family Home. § 1401-01-P9. Permitted Use. § 1401-01-P10. Personal Instructional Service. § 1401-01-P11. Personal Service. § 1401-01-P12. Planned Development.
44	§ 1401-01-P13. Porch. § 1401-01-P14. Portable Storage Container. § 1401-01-P15. Preexisting. § 1401-01-P16. Principal Structure. § 1401-01-P17. Principal Use. § 1401-01-P18. Private Vehicular Storage Lot. § 1401-01-P19. Production Industry.
45	§ 1401-01-P20. Public Maintenance Facility. § 1401-01-P21. Public Safety Facility. § 1401-01-P22. Public Use. § 1401-03-P23. Public Utility Distribution System.
46	§ 1401-01-P24. Public Utility Maintenance Yard. § 1401-01-P25. Public Utility Plant. § 1401-01-R. Rear Lot Line. § 1401-01-R1. Rear Yard. § 1401-01-R2. Recreation and Entertainment. § 1401-01-R3. Recreational Vehicle.
47	§ 1401-01-R4. Recreational Vehicle Park. § 1401-01-R5. Recycling Container. § 1401-01-R6. Recycling Enclosure. § 1401-01-R7. Religious Assembly. § 1401-01-R8. Research and Development. § 1401-01-R9. Residential Care Facility.
48	§ 1401-01-R10. Residential District. § 1401-01-R11. Restaurant, Full Service. § 1401-01-R12. Restaurant, Limited. § 1401-01-R13. Retail Sales. § 1401-01-R14. Rooming House. § 1401-01-R15. Rooming Unit. § 1401-01-R16. Rowhouse Building.
49	§ 1401-01-R17. Rowhouse, Single-Family. § 1401-01-S. School. § 1401-01-S1. Screening. § 1401-01-S2. Semi-Public Use. § 1401-01-S3. Setback Line. § 1401-01-S4. Sexually Oriented Business. § 1401-01-S5. Shared Housing for the Elderly.
50	§ 1401-01-S6. Shopping Center. § 1401-01-S7. Side Lot Line. § 1401-01-S8. Side Yard. § 1401-01-S9. Single-Family Dwelling. § 1401-01-S10. Site. § 1401-01-S11. Special Assistance Shelter. § 1401-01-S12. Street.
51	§ 1401-01-S13. Street Side Lot Line. § 1401-01-S14. Streetcar. § 1401-01-S15. Structure. § 1401-01-S16. Sub-Minimum Lot. § 1401-01-S17. Substitution. § 1401-01-T. Transitional Housing.
52	§ 1401-01-T1. Transportation Facility. § 1401-01-T2. Truck Terminal and Warehouse.
53	§ 1401-01-T3. Two-Family Dwelling. § 1401-01-V. Vacant Lot. § 1401-01-V1. Vehicle and Equipment Sales and Rental. § 1401-01-V2. Vehicle and Equipment Services. § 1401-01-V3. Vehicle Repair. § 1401-01-V4. Vehicle Repair, Heavy.
54	§ 1401-01-V5. Vending Machine. § 1401-01-W. Warehousing and Storage. § 1401-01-W1. Waste Management. § 1401-01-W2. Watercraft and Riverfront Facility.
55	§ 1401-01-W3. Wholesaling and Distribution. § 1401-01-W4. Wireless Communication Antenna. § 1401-01-W5. Wireless Communication Tower. § 1401-01-W6. Wireless Equipment Shelter or Cabinet. § 1401-01-Y. Yard.
56	§ 1401-01-Y1. Yard, Front. § 1401-01-Y2. Yard, Rear. § 1401-01-Y3. Yard, Side. § 1401-01-Z. Zoning Administrator. Chapter 1403 SINGLE-FAMILY DISTRICTS § 1403-01. Purposes. § 1403-03. Specific Purposes of the Single-Family Subdistricts.
58	§ 1403-05. Land Use Regulations.
61	§ 1403-07. Development Regulations.
63	§ 1403-09. Truck Docks, Loading and Service Areas. § 1403-11. Purpose of Cluster Housing.
64	§ 1403-13. Cluster Housing General Regulations.
65	§ 1403-15. Covenants. § 1403-17. Site Divided by Zoning Line. § 1403-19. Application Procedures and Requirements.
66	Chapter 1405 RESIDENTIAL MULTI-FAMILY DISTRICTS § 1405-01. Purposes. § 1405-03. Specific Purposes of the Multi-Family Subdistricts.
67	§ 1405-05. Land Use Regulations.
72	§ 1405-07. Development Regulations.
76	§ 1405-09. Truck Docks; Loading and Service Areas. Chapter 1407 OFFICE DISTRICTS
77	§ 1407-01. Purposes. § 1407-03. Specific Purposes of the Office Subdistricts. § 1407-05. Land Use Regulations.
82	§ 1407-07. Development Regulations.
84	§ 1407-09. Front Yards.
85	§ 1407-11. Side Yards. § 1407-13. Rear Yards. § 1407-15. Driveway Restrictions. § 1407-17. Truck Docks; Loading and Service Areas. Chapter 1409 COMMERCIAL DISTRICTS § 1409-01. Purposes.
86	§ 1409-03. Specific Purposes of the Commercial Subdistricts.
87	§ 1409-05. Community Character. § 1409-07. Land Use Regulations.
94	§ 1409-09. Development Regulations.
96	§ 1409-11. Driveway Restrictions. § 1409-13. Drive-Through Components. § 1409-15. Truck Docks; Loading and Service Areas.
97	§ 1409-17. Building Placement Requirements, CN-P and CC-P Districts. § 1409-19. Exceptions to Building Placement Requirements, CN-P and CC-P Districts.
99	§ 1409-21. Building Placement Requirements, CN-M and CC-M Districts.
100	§ 1409-23. Ground Floor Transparency.
102	§ 1409-25. Location of Parking. § 1409-27. Outdoor Storage.
103	§ 1409-29. Outdoor Retail Sales. Chapter 1410 URBAN MIX DISTRICT § 1410-01. Purposes.
105	§ 1410-05. Land Use Regulations.
111	§ 1410-07. Development Regulations.
113	§ 1410-09. Off-Street Parking and Loading Requirements.
114	§ 1410-11. Truck Docks; Loading and Service Areas. Chapter 1411 DOWNTOWN DEVELOPMENT DISTRICTS § 1411-01. Purposes. § 1411-03. Purpose of Subdistricts.
115	§ 1411-05. Land Use Regulations.
121	§ 1411-07. Development Regulations.
122	§ 1411-09. Floor Area Ratio (FAR).
123	§ 1411-11. Required Residential Uses. § 1411-13. Maximum Building Height. § 1411-15. Minimum Facade Height.
124	§ 1411-17. Commercial Continuity. § 1411-19. Skywalk Overlay. § 1411-21. Ground Floor Transparency. § 1411-23. Required Parking Spaces.
125	§ 1411-25. Location of Parking. § 1411-27. Accessory Surface Parking. § 1411-29. Off-Site Parking.
126	§ 1411-31. Lot and Structure Design.
127	§ 1411-33. Design Review of Parking Garages. § 1411-35. Parking Signs.
129	§ 1411-37. Loading Requirements. § 1411-39. Signs.
132	§ 1411-41. Additional Floor Area for Historic Conservation or Residential Development.
133	§ 1411-43. Design Review of Publicly-Funded Parking Garages. § 1411-45. Phased Developments.
134	§ 1411-47. Demolition. § 1411-49. Maintenance of Vacant Lots. § 1411-51. Landscaping.
141	Chapter 1413 MANUFACTURING DISTRICTS § 1413-01. Purposes.
142	§ 1413-03. Specific Purposes of the Manufacturing Subdistricts.
143	§ 1413-05. Land Use Regulations.
151	§ 1413-07. Development Regulations.
152	§ 1413-09. Driveway Restrictions. § 1413-11. Truck Docks; Loading and Service Areas.
153	Chapter 1415 RIVERFRONT DISTRICTS § 1415-01. Purposes. § 1415-03. Specific Purposes of the Riverfront Subdistricts.
154	§ 1415-05. Land Use Regulations.
159	§ 1415-07. Little Miami Riverfront Area Use Regulations. § 1415-09. Development Regulations.
161	§ 1415-11. Maximum Height. § 1415-13. Maximum Building Coverage. § 1415-15. Truck Docks, Loading and Service Areas. § 1415-17. Buffer Yards. § 1415-19. Ohio River Bank Area.
162	§ 1415-21. Little Miami Riverfront Area Use Review. Chapter 1416 PARK AND RECREATION DISTRICT § 1416-01. Purposes. § 1416-05. Land use regulations.
164	§ 1416-07. Development regulations.
165	Chapter 1417 INSTITUTIONAL-RESIDENTIAL DISTRICT § 1417-01. Purposes.
166	§ 1417-03. Land Use Regulations.
169	§ 1417-05. Special Accessory Uses.
170	§ 1417-07. Development Regulations.
171	§ 1417-09. Truck Docks; Loading and Service Areas. § 1417-11. Institutional Buffer Yard Plan.
172	§ 1417-13. Institutional Buffer Yard Standards.
173	§ 1417-15. Sign Standards for Uses in the I-R District.
175	Chapter 1419 ADDITIONAL DEVELOPMENT REGULATIONS § 1419-01. Applicability. § 1419-03. Amateur Radio and Satellite Antennas.
176	§ 1419-05. Animal Services. § 1419-07. Automated Teller Machines.
177	§ 1419-09. Bed and Breakfast Homes and Inns. § 1419-11. Car Wash. § 1419-12. Community Learning Centers.
178	§ 1419-13. Drive-In and Drive-Through Service Facilities.
179	§ 1419-15. Fuel Sales. § 1419-17. Home Occupations.
180	§ 1419-19. Intensive High-Impact Industrial Uses. § 1419-21. Limited or Full Service Restaurants and Drinking Establishments.
182	§ 1419-23. Loft Dwelling Units. § 1419-24. Portable Storage Containers. § 1419-25. Sexually Oriented Businesses.
183	§ 1419-27. Vehicle Repairs. § 1419-29. Vending Machines and Pay Telephones.
184	§ 1419-31. Waste Collection and Waste Transfer. § 1419-33. Wireless Communications Facilities.
186	§ 1419-35. Commercial Services for Multi-Family Developments. § 1419-37. Commercial Services for Multi-Family Buildings. § 1419-39. Farming.
187	§ 1419-40. Public Vehicle Operations and Service. § 1419-41. Community Gardens.
189	Chapter 1421 GENERAL SITE STANDARDS § 1421-01. Accessory Residential Structures. § 1421-03. Accessory Nonresidential Structures.
190	§ 1421-05. Accessory Structures on Corner Lots. § 1421-07. Building Projections Into Yards.
191	§ 1421-09. Lot Area for Lots of Record.
192	§ 1421-11. Lot Area Reductions Due to Public Acquisition. § 1421-13. Lot Area of Panhandle Lots. § 1421-15. Reduced Lot Area Per Dwelling Unit for Structured Parking. § 1421-17. Increased Floor Area Ratio for Structured Parking. § 1421-19. Exceptions to Height Limits.
193	§ 1421-21. Front Yard Modifications. § 1421-23. Side Yard Modifications.
194	§ 1421-25. Rear Yard Modifications.
195	§ 1421-27. Repealed. § 1421-29. Reduction of Area. § 1421-31. Use of Land Restricted. § 1421-33. Fences and Walls.
196	§ 1421-35. Refuse Storage Areas.
197	§ 1421-37. Composting Facilities. § 1421-39. Exterior Lighting. § 1421-41. Off-Site Development Rights.
198	§ 1421-43. Rooming Unit Requirements. Chapter 1423 LANDSCAPING AND BUFFER YARDS § 1423-01. Purpose.
199	§ 1423-03. Landscaping Plan.
200	§ 1423-05. Landscaping Maintenance. § 1423-07. Delayed Landscaping Installations. § 1423-09. Buffer Yards. § 1423-11. Applicability of Buffer Yard Standards. § 1423-13. Required Buffer Yards.
206	Chapter 1425 PARKING AND LOADING REGULATIONS § 1425-01. Purposes.
207	§ 1425-03. Requirements for Off-Street Parking and Loading. § 1425-04. Urban Parking Overlay Districts. § 1425-05. Noncomplying Parking or Loading Facilities. § 1425-07. Spaces Required for Multiple Uses. § 1425-09. Existing Parking and Loading to be Maintained. § 1425-11. Calculation Rules.
208	§ 1425-13. Dual Usage Prohibited. § 1425-15. Location of Parking.
209	§ 1425-17. Units of Measurement. § 1425-19. Off-Street Parking and Loading Requirements.
218	§ 1425-21. Shopping Center Requirements. § 1425-23. Reduced Parking.
219	§ 1425-25. Off-Street Parking and Loading Dimensions. § 1425-27. Parking Lot Screening. § 1425-29. Parking Lot Landscaping.
220	§ 1425-31. Parking Lot Markings. § 1425-33. Additional Parking Lot Standards. § 1425-35. Access Drive and Maneuvering Aisles.
222	§ 1425-37. Surfacing, Drainage and Grade of Parking and Loading Facilities. § 1425-38. Bicycle Parking.
223	Chapter 1427 SIGN REGULATIONS § 1427-01. Purposes.
224	§ 1427-03. Definitions. § 1427-03-A. Awning Sign. § 1427-03-B. Banner. § 1427-03-B1. Building Identification Sign. § 1427-03-C. Canopy Sign.
225	§ 1427-03-C1. Changeable Copy Sign. § 1427-03-C2. Commercial Sign. § 1427-03-C3. Construction Sign. § 1427-03-C4. Construction Site Wrap. § 1427-03-E. Entry Feature Sign. § 1427-03-E1. External Illumination.
226	§ 1427-03-F. Flag. § 1427-03-F1. Flashing Sign. § 1427-03-G. Ground Sign. § 1427-03-I. Identification Sign. § 1427-03-I1. Illegal On-Site Sign. § 1427-03-I2. Instructional Sign.
227	§ 1427-03-I3. Internal Illumination. § 1427-03-M. Marquee Sign. § 1427-03-M1. Mural. § 1427-03-N. Noncommercial Sign. § 1427-03-N1. Nonconforming Sign. § 1427-03-O. Off-Site Sign. § 1427-03-O1. On-Site Sign.
228	§ 1427-03-P. Portable Sign. § 1427-03-P1. Professional Sign. § 1427-03-P2. Projecting Sign. § 1427-03-R. Real Estate Sign.
229	§ 1427-03-R1. Roof Line. § 1427-03-R2. Roof Sign. § 1427-03-S. Sandwich Board Sign. § 1427-03-S1. Sign. § 1427-03-S2. Sign Face Area. § 1427-03-S3. Sign Height.
230	§ 1427-03-S4. Site. § 1427-03-T. Temporary Sign. § 1427-03-W. Wall Sign. § 1427-03-W1. Window Sign. § 1427-05. Applicability. § 1427-07. Signs Located on Public Property.
231	§ 1427-09. Prohibited Sign Types, Locations, and Message. § 1427-11. Exempt Signs.
232	§ 1427-13. Temporary Signs.
233	§ 1427-15. Noncommercial Signs. § 1427-17. Off-Site Signs. § 1427-19. Murals. § 1427-21. Maximum Total Sign Area.
234	§ 1427-23. Wall Sign Regulations.
235	§ 1427-25. Ground Sign Regulations.
237	§ 1427-26. Sandwich Board Sign Regulations. § 1427-27. Projecting Sign Regulations.
239	§ 1427-29. Window Sign Regulations. § 1427-31. Signs in Historic Districts or on Landmarks § 1427-33. Signs Permitted in Any District.
244	§ 1427-37. Signs Standards for the C and UM Districts.
247	§ 1427-39. Sign Standards for the M, RF-R, RF-C and RF-M Districts.
249	§ 1427-41. Removal of Illegal Signs. § 1427-43. Nonconforming Signs. § 1427-45. Maintenance, Abandonment and Removal. § 1427-47. Penalties. Chapter 1429 PLANNED DEVELOPMENT DISTRICTS § 1429-01. Specific Purposes.
250	§ 1429-03. Land Use Regulations. § 1429-05. Basic Requirements. § 1429-07. Establishment of Districts.
251	§ 1429-09. Concept Plan and Development Program Statement. § 1429-11. City Planning Commission and Council Action.
252	§ 1429-12. Amendments to a Planned Development Concept Plan. § 1429-13. Final Development Plan.
253	§ 1429-15. Planning Commission Approval of Final Development Plan.
254	§ 1429-16. Concurrent Approval of Concept Plan, Development Program Statement and Final Development Plan. § 1429-17. Appeals. § 1429-19. Limitation on Final Plan Implementation.
255	§ 1429-21. Final Development Plan Amendments. § 1429-23. Delegation of Duties. Chapter 1431 INTERIM DEVELOPMENT CONTROL OVERLAY DISTRICTS § 1431-01. Purpose.
256	§ 1431-03. Applicability and Zoning Map Designator. § 1431-05. Establishment of IDC Overlay Districts. § 1431-07. IDC Application Review Guidelines.
257	§ 1431-09. Three-Month IDC Overlay Districts. § 1431-11. One-Year IDC Overlay Districts. § 1431-13. Extension of IDC Overlay Districts.
258	§ 1431-15. Applications Subject to Review. § 1431-17. Standards for Review. § 1431-19. Review of Permit Applications.
259	§ 1431-21. Appeals. Chapter 1433 HILLSIDE OVERLAY DISTRICTS § 1433-01. Specific Purposes.
260	§ 1433-03. Definitions. § 1433-03-B. Brow. § 1433-03-C. Cincinnati Hillside Development Guidelines. § 1433-03-C2. Colluvium. § 1433-03-H. Hillside Study.
261	§ 1433-03-I. 1980 Inventory of Hamilton County Soils. § 1433-03-K. KOPE Formation. § 1433-03-L. Landslide Indicia. § 1433-03-L1. Landslide Susceptible Soils.
262	§ 1433-03-L2. Landslide Susceptibility Study and Map. § 1433-03-S. Slope. § 1433-05. HS Zoning Map Designator. § 1433-07. Applicability. § 1433-09. Criteria for Establishment of an HS District.
263	§ 1433-11. Exempt Permits. § 1433-13. Applications Subject to Review. § 1433-15. Application Requirements.
264	§ 1433-17. Determination of Maximum Building Envelope. § 1433-19. Base Development Requirements.
265	§ 1433-21. Approval. § 1433-23. Hillside Development Standards.
266	§ 1433-25. Appeal. Chapter 1435 HISTORIC PRESERVATION[ § 1435-01. Definitions. § 1435-01-A. Adversely Affected Person. § 1435-01-A1. Alteration.
267	§ 1435-01-C. Certificate of Appropriateness. § 1435-01-D. Demolition. § 1435-01-H. Historic Asset. § 1435-01-H1. Historic District. § 1435-01-H2. Historic Landmark. § 1435-01-H3. Historic Significance.
268	§ 1435-01-H4. Historic Site. § 1435-01-H5. Historic Structure. § 1435-01-N1. Non-Contributing Structure. § 1435-03. Specific Purposes and Intent.
269	§ 1435-05. Administration. § 1435-05-1. Applicability. § 1435-05-2. Urban Conservator. § 1435-05-3. Historic Conservation Board. § 1435-05-4. Variances, Special Exceptions and Conditional Uses.
270	§ 1435-05-5. Appeals. § 1435-05-6. Severability. § 1435-07. Preserving a Structure. § 1435-07-1. Becoming a Historic Structure; Determination of Historic Significance.
271	§ 1435-07-2. Becoming a Historic Asset; Designation of Historic Landmarks, Historic Districts and Historic Sites. § 1435-07-2-A. § 1435-07-2-B. Report, Public Hearing and Decision.
272	§ 1435-07-2-C. Adoption of Conservation Guidelines.
273	§ 1435-07-2-D. Notice. § 1435-07-3. Repeal of Designation. § 1435-07-4. Amendment of Conservation Guidelines. § 1435-09. Alterations and Demolitions; Certificates of Appropriateness; Minimum Maintenance.
274	§ 1435-09-1. Certificates of Appropriateness; Procedures. § 1435-09-1-A. Application. § 1435-09-1-B. Historic Conservation Board Review and Determination. § 1435-09-1-C. Urban Conservator Review and Determination.
275	§ 1435-09-1-D. Notice of Application. § 1435-09-1-E. Notice of Hearing. § 1435-09-2. Certificates of Appropriateness; Standards for Review.
276	§ 1435-09-3. Demolition Delay.
277	§ 1435-09-4. Minimum Maintenance Requirement; Demolition by Neglect. § 1435-09-5. Exceptions from Requirement to obtain Certificate of Appropriateness. § 1435-11. Relationship to Other Special Districts.
278	§ 1435-011-1. Relationship to Overlay Districts. § 1435-011-1-A. Urban Design (UD) Overlay Districts. § 1435-011-1-B. Hillside (HS) Overlay Districts. § 1435-011-2. Relationship to Planned Development (PD) Districts.
279	§ 1435-011-3. Relationship to Downtown Development (DD) District. Chapter 1437 URBAN DESIGN OVERLAY DISTRICT § 1437-01. Specific Purposes. § 1437-03. Applicability and Zoning Map Designator. § 1437-05. Establishment of UD Overlay Districts.
280	§ 1437-07. Applications Subject to Review. § 1437-09. Development Standards in UD Overlay Districts.
286	§ 1437-11. Approval. § 1437-13. Appeal. Chapter 1439 DECISION-MAKING BODIES AND OFFICIALS
287	§ 1439-01. Purpose. § 1439-03. Director of City Planning. § 1439-05. Director of Buildings and Inspections.
288	§ 1439-07. Zoning Hearing Examiner. § 1439-09. Historic Conservation Board. § 1439-11. Zoning Board of Appeals.
289	§ 1439-13. City Planning Commission. § 1439-15. Council.
290	Chapter 1441 APPLICATION PROCEDURES, PERMITS AND CERTIFICATES § 1441-01. Common Procedures for Review of Applications. § 1441-03. Zoning Administrator Procedures.
291	§ 1441-05. Covenants. § 1441-07. Certificate of Compliance. § 1441-09. Building Permits.
292	§ 1441-11. Certificates of Occupancy and Use.
293	§ 1441-13. Temporary Parking Uses in Urban Renewal Areas. § 1441-15. Certificates of Occupancy for Seasonal Events. § 1441-17. Effect of Administrative Interpretations. Chapter 1443 ZONING HEARING EXAMINER PROCEDURES § 1443-01. Application Procedures and Content.
294	§ 1443-03. Receipt of Application and Staff Reports. § 1443-05. Public Hearing Schedule and Notice. § 1443-07. Public Hearing Procedure.
295	§ 1443-09. Zoning Hearing Examiner Decisions. § 1443-11. Appeal. Chapter 1445 VARIANCES, SPECIAL EXCEPTIONS AND CONDITIONAL USES § 1445-01. Purpose of Variances.
296	§ 1445-03. Purpose of Special Exceptions. § 1445-05. Purpose of Conditional Uses. § 1445-07. Authority to Grant Variances, Special Exceptions and Conditional Uses.
297	§ 1445-09. Parties Entitled to Seek Variances, Special Exceptions and Conditional Uses. § 1445-11. Procedures for Application for Variances, Special Exceptions and Conditional Uses.
298	§ 1445-13. General Standards; Public Interest.
299	§ 1445-15. Standards for Variances.
300	§ 1445-16. Use Variance Standards. § 1445-17. Standards for Variances to Accommodate Persons with Disabilities.
301	§ 1445-19. Standards for Special Exceptions. § 1445-21. Standards for Conditional Uses. § 1445-23. Conditions of Approval. § 1445-25. Effect of Grant of Variance, Special Exception or Conditional Use.
302	§ 1445-27. Limitations on Variances, Special Exceptions and Conditional Uses. § 1445-29. Revocation of Variances, Special Exceptions and Conditional Uses. § 1445-30. De MinimisVariance.
303	§ 1445-31. Appeals. Chapter 1447 NONCONFORMING USES AND STRUCTURES § 1447-01. Purpose. § 1447-03. Authority to Continue and Maintain. § 1447-05. Nonconforming Structures.
304	§ 1447-07. Abandonment of Nonconforming Use. § 1447-09. Expansion of Nonconforming Use. § 1447-11. Substitution of a Nonconforming Use.
305	§ 1447-13. Nonconforming Residential Buildings. § 1447-15. Application Procedures.
306	§ 1447-17. Standards for the Expansion or Substitution of Nonconforming Uses.
307	§ 1447-19. Limitations on Expansion or Substitution of Nonconforming Use. § 1447-21. Revocation of Expansion or Substitution of Nonconforming Use. § 1447-23. Reconstruction of Nonconforming Use and Structure. Chapter 1449 ZONING APPEALS
308	§ 1449-01. Purpose and Authority. § 1449-03. Person Affected. § 1449-05. Rules and Regulations.
309	§ 1449-07. Public Hearing Notice and Procedures. § 1449-09. Appeals to the Zoning Board of Appeals. § 1449-11. Time Limit for Appeals. § 1449-13. Procedures for Appeals from Decisions of the Zoning Administrator, the Director of Buildings and Inspections or the C
310	§ 1449-15. Procedures for Appeals from Decisions of the Zoning Hearing Examiner or Historic Conservation Board.
311	§ 1449-17. Decision. § 1449-19. Appeal. Chapter 1451 ENFORCEMENT § 1451-01. Enforcement Responsibility.
312	§ 1451-03. Revocation of Permit. § 1451-05. Vacation. § 1451-07. Remedies. § 1451-09. Violation and Penalties, Criminal and Civil.
313	§ 1451-11. Historic Conservation Prohibitions. § 1451-13. Enforcement of Historic Conservation Regulations. § 1451-15. Historic Conservation Penalties.

OH Cincinnati StormwaterManagement Part2

Sat, 19 Oct 2024 12:20:04 +0000

Cincinnati Storm water Management Rules and Regulations - Part 2 Stormwater Management Design Manual

Published By	Publication Date	Number of Pages
OH	N/A	136

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Sat, 19 Oct 2024 12:20:03 +0000

Cincinnati Storm water Management Rules and Regulations - Part 1 Technical Reference Manual

Published By	Publication Date	Number of Pages
OH	N/A	104