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Cleveland, OH Code of Ordinances
CITY OF CLEVELAND, OHIO CODE OF ORDINANCES
CHARTER OF THE CITY OF CLEVELAND
PART ONE: ADMINISTRATIVE CODE
PART TWO: HEALTH CODE
PART THREE: LAND USE CODE
PART IIIA: LAND USE CODE - PLANNING AND HOUSING
PART IIIB: LAND USE CODE - ZONING CODE
PART IIIC: LAND USE CODE - HOUSING CODE
PART IIID: LAND USE CODE - FIRE PREVENTION CODE
PART IIIE: LAND USE CODE - BUILDING CODE
TITLE XIII: BUILDING CODE
CHAPTER 3101 - SCOPE, DEFINITIONS AND STANDARDS
CHAPTER 3103 - ENFORCEMENT AND PENALTY
CHAPTER 3104 - CIVIL ENFORCEMENT
CHAPTER 3105 - PERMITS AND OCCUPANCY CERTIFICATES
CHAPTER 3106 - REGISTRATION OF VACANT BUILDINGS AND CERTIFICATES OF COMPLIANCE FOR VACANT BUILDINGS
CHAPTER 3107 - REGISTRATION OF CONTRACTORS
CHAPTER 3109 - ENCROACHMENTS
CHAPTER 3111 - OHIO BUILDING CODE
CHAPTER 3113 - OUTDOOR SIGNS AND DISPLAYS
CHAPTER 3114 - FIRE LIMITS
CHAPTER 3115 - DEMOLITION AND MOVING
CHAPTER 3116 - CONSTRUCTION AND POST-CONSTRUCTION SITE STORM WATER RUNOFF CONTROL
CHAPTER 3117 - PRIVATE SWIMMING POOLS
CHAPTER 3121 - RESIDENTIAL BUILDING CODE OF OHIO FOR ONE, TWO, OR THREE-FAMILY DWELLINGS
CHAPTER 3123 - MISCELLANEOUS OCCUPANCY
CHAPTER 3125 - EXCAVATIONS, SOILS AND FOUNDATIONS
CHAPTER 3126 - FILLS, EXCAVATIONS, SOILS, AND GRADING
CHAPTER 3127 - WOOD CONSTRUCTION
CHAPTER 3129 - LOADS
CHAPTER 3131 - HEATING, VENTILATING AND AIR CONDITIONING
CHAPTER 3133 - PLUMBING
CHAPTER 3135 - GAS PIPING AND APPLIANCES
CHAPTER 3137 - ELECTRICAL WIRING
CHAPTER 3139 - REFRIGERATION
CHAPTER 3141 - ELEVATORS
CHAPTER 3143 - EXTERIOR WALLS AND APPURTENANCES; PARKING GARAGES
CHAPTER 3167 - FLOOD PLAIN MANAGEMENT
CHAPTER 3169 - MANUFACTURED HOMES
PART FOUR: TRAFFIC CODE
PART FIVE: MUNICIPAL UTILITIES AND SERVICES CODE
PART SIX: OFFENSES AND BUSINESS ACTIVITIES CODE
TITLE VIIA: CLEVELAND NEIGHBORHOOD FORM-BASED CODE
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§ 3127.02 Species and Grade to be Marked on Drawings
   The species and grade or stress-grade, or lumber proposed for use to support loads or withstand forces shall be stated on all drawings submitted for the approval of the Commissioner.
§ 3127.03 Supervision
   Whenever lumber is used structurally in trusses or is assembled with timber connectors, or bolts, or as glued laminated structural members; or whenever the design or assembly is of unusual complexity or requires unusual care in erection, the Commissioner may require that the work be supervised by a competent representative of the owner, satisfactory to the Commissioner.
§ 3127.04 Approval of Fabricator of Glued Structural Members
   Glued laminated structural members and other glued wood structural members or panels which rely for strength upon the efficacy of glued joints and the proper selection and assembly shall be fabricated only by fabricators approved by the Ohio Board of Building Standards or the Cleveland Board of Building Standards and Building Appeals.
§ 3127.05 Minimum Requirements for Quality of Lumber
   (a)   All lumber used to support loads or withstand forces shall be sound and free from rot, decay, shakes, and other defects which affect its durability or impair its strength for the purpose for which it is intended.
   (b)   All lumber four (4) inches or less in nominal thickness used to support loads or withstand forces in permanent structures shall have been air dried or kiln dried to a moisture content approximately equal to that to which it will eventually come in service.
   (c)   All lumber used in trussed, or in glued laminated members of laminations two (2) inches or more in nominal thickness, or for other major structural members where deemed necessary for structural safety by the Commissioner shall be stress grade lumber.
   (d)   Where “heartwood of a durable species” is specified by OBBC and this Building Code, it shall be interpreted to mean the heartwood of tidewater red cypress, cedar, or redwood or other approved decay resistant wood.
§ 3127.06 Wood Posts
   (a)   When used as columns, wood posts in basements or cellars shall bear on concrete, masonry, or other suitable approved bases extending not less than three (3) inches above the finished floor.
   (b)   Exterior wood posts in permanent construction which do not have an approved preservative treatment or are not the heartwood of a durable species shall be supported at least six (6) inches above ground level on concrete, masonry, or other suitable approved bases or piers.
   (c)   Wood posts or columns shall not be used in crawl spaces or air spaces which are not paved with solid impervious material.
   (d)   Wood posts and columns shall be securely anchored top and bottom.
   (e)   Untreated wood columns or posts in basements or cellars built into masonry walls or partitions shall be exposed on at least two (2) sides.
   (f)   Column or post ends liable to be wet or damp shall be protected with a suitable preservative.
§ 3127.07 Splicing of Structural Framing Members
   Structural framing members shall not be spliced between bearing points unless suitably reinforced to transmit all calculated loads.
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