Conn. Agencies Regs. § 29-252-1d
The 2003 International Building Code, 2003 International Existing Building Code, 2003 International Plumbing Code, 2003 International Mechanical Code, 2009 International Energy Conservation Code and 2009 International Residential Code of the International Code Council, Inc. and the 2011 NFPA 70 National Electrical Code of the National Fire Protection Association Inc., except as amended, altered or deleted by this Connecticut Supplement, are hereby adopted by reference as the 2005 State Building Code.
The requirements of the 2009 Amendment to the 2005 State Building Code shall apply to all work for which a permit application was made on or after August 1, 2009, and before October 6, 2011.
The requirements of the 2011 Amendment to the 2005 State Building Code shall apply to all work for which a permit application was made on or after October 6, 2011, and before the date of adoption.
The requirements of the 2013 Amendment to the 2005 State Building Code shall apply to all work for which a permit application was made on or after the date of adoption.
Whenever the 2013 Amendment to the 2005 State Building Code or the 2005 State Building Code references a section of the Connecticut General Statutes, the most current language of the statute shall apply and may not be reflected in the language of the amendment or the code. Refer to the Connecticut General Statutes for the most accurate and up-to-date requirements.
Copies of the International Codes may be obtained from the International Code Council, Inc., 4051 W. Flossmoor Rd., Country Club Hills, IL 60478 (website: www.iccsafe.org). Copies of the NFPA 70 National Electrical Code may be obtained from the National Fire Protection Association Inc., 1 Batterymarch Park, Quincy, MA 02169-7471 (website: www.nfpa.org). Copies of the 2005 Connecticut Supplement with the 2009, 2011 and 2013 Amendments may be downloaded from www.ct.gov/dcs.
Add: A section or subsection in the Connecticut Supplement or its Amendments preceded by (Add) indicates the addition of this section or subsection to the adopted referenced standard.
Amd: A section or subsection in the Connecticut Supplement or its Amendments preceded by (Amd) indicates the substitution of this section or subsection in the adopted referenced standard.
Del: A section or subsection in the Connecticut Supplement or its Amendments preceded by (Del) indicates the deletion of this section or subsection from the adopted referenced standard.
(Del) 2003 INTERNATIONAL RESIDENTIAL CODE
Delete the document and its amendments in their entirety and substitute with the 2009 International Residential Code as amended herein:
AMENDMENTS TO THE 2009 INTERNATIONAL RESIDENTIAL CODE
CHAPTER 1 - SCOPE AND ADMINISTRATION
(Amd) R101.1 Title. This section and Sections R101.2 to E4303.5, inclusive, shall be known as the 2009 International Residential Code portion of the 2005 State Building Code, hereinafter referred to as "the code" or "this code".
(Amd) R101.2 Scope. The provisions of the 2009 International Residential Code shall apply to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories above grade plane with a separate means of egress and their accessory structures.
Exception: Existing buildings undergoing repair, movement, alteration or additions and change of occupancy shall be permitted to comply with the 2003 International Existing Building Code. The choice to comply with this code or the 2003 International Existing Building Code shall be made by the permit applicant at the time of application for the building permit.
(Add) R101.4 Referenced codes and regulations.
(Add) R101.4.1 Fuel gas. The 2009 International Fuel Gas Code is not adopted by the State of Connecticut. In addition to the requirements of this code, the installation and operation of gas equipment and piping shall comply with sections 29-329 and 29-331 of the Connecticut General Statutes, and the regulations known as the Connecticut Gas Equipment and Piping Code adopted by the State Fire Marshal under authority of section 29-329 of the Connecticut General Statutes, and the regulations known as the Connecticut Liquefied Petroleum Gas and Liquefied Natural Gas Code adopted by the Commissioner of Administrative Services under authority of section 29-331 of the Connecticut General Statutes. References to the International Fuel Gas Code within the body of the model document shall be considered to be references to such statutes and regulations.
(Add) R101.4.2 Oil burning equipment, piping, and storage. In addition to the requirements of this code, the installation of oil burners and equipment used in connection therewith, including tanks, piping, pumps, control devices and accessories shall comply with section 29-317 of the Connecticut General Statutes, and the regulations known as the Connecticut Oil Burning Equipment Code adopted by the Commissioner of Administrative Services under the authority of section 29-317 of the Connecticut General Statutes.
(Add) R101.4.3 Private sewage disposal. The 2009 International Private Sewage Disposal Code is not adopted by the State of Connecticut. Private sewage disposal systems shall be designed and installed in accordance with the Public Health Code adopted under the authority of section 19a-36 of the Connecticut General Statutes. References to the 2009 International Private Sewage Disposal Code within the body of the model document shall be considered to be references to the Public Health Code.
(Add) R101.4.4 Property maintenance. The 2009 International Property Maintenance Code is not adopted by the State of Connecticut. Property maintenance shall be in accordance with the requirements of this code or the requirements of the local property maintenance codes when such codes are adopted by the town, city or borough. References to the 2009 International Property Maintenance Code found within the body of the model document shall be considered null and void.
(Add) R101.4.5 Fire prevention. References to the 2003 International Fire Code within the body of the model document shall be considered to be references to the 2005 Connecticut State Fire Safety Code and the Connecticut State Fire Prevention Code.
(Add) R101.4.6 Electrical. The provisions of Part VIII of this code or of the 2011 NFPA 70 National Electrical Code shall apply to the installation of electrical systems, including alterations, repairs, replacement, equipment, appliances, fixtures, fittings and appurtenances thereto. The permit applicant shall state which code will be followed at the time of permit application.
(Add) R101.4.7 Demolition of structures. The demolition of structures shall be conducted in accordance with the State Demolition Code as found in Chapter 541 of the Connecticut General Statutes.
(Amd) R102.4.1 Referenced codes and standards. The codes and standards referenced in this code shall be considered part of the requirements of this code to the prescribed extent of each such reference. Any reference to the ICC codes means the Regulations of Connecticut State Agencies known as the State Building Code adopted pursuant to section 29-252 of the Connecticut General Statutes. Where differences occur between provisions of this code and referenced standards, the provisions of this code shall apply.
Exception: Where enforcement of a code provision would violate the conditions of the listing of the equipment or appliance, the conditions of the listing and manufacturer's instruction shall apply.
(Amd) R102.5 Appendices. The following appendices of the 2009 International Residential Code are hereby specifically adopted and included in this code: E, G, H, K, O, P, and R.
(Amd) R102.7 Existing structures. The legal occupancy of any building or structure existing on the date of adoption of this code shall be permitted to continue without change, except as specifically covered in this code.
(Del) SECTION R103 DEPARTMENT OF BUILDING SAFETY. Delete Section R103 in its entirety and replace with the following:
(Add) SECTION R103 ENFORCEMENT AGENCY
(Add) R103.1 Creation of enforcement agency. Each town, city and borough shall create an agency whose function is to enforce the provisions of this code. The official in charge therefor shall be known as the building official.
(Add) R103.2 Appointment. The chief executive officer of any town, city or borough shall appoint an officer to administer this code, and this officer shall be known as the building official in accordance with section 29-260 of the Connecticut General Statutes, and referred to herein as the building official, local building official or code official.
(Add) R103.3 Employees. In accordance with the prescribed procedures and regulations of the town, city or borough, and with the concurrence of the appointing authority, the building official shall have the authority to appoint an assistant building official, related technical officers, inspectors, plan examiners and other employees. Such employees shall have the powers as regulated by the town, city or borough, and by the State of Connecticut.
(Add) R103.4 Restriction of employees. An official or employee connected with the agency created to enforce the provisions of this code pursuant to Section R103.1, except one whose only connection with it is that of a member of the board of appeals established under the provisions of Section R112, shall not be engaged in, or directly or indirectly connected with, the furnishing of labor, materials or appliances for the construction, addition, alteration, repair or maintenance of a building located in the town, city or borough in which such official or employee is employed, or the preparation of construction documents therefor, unless that person is the owner of the building. Such officer or employee shall not engage in any work that conflicts with official duties or with the interests of the agency.
(Amd) R104.1 General. The building official is hereby authorized and directed to enforce the provisions of this code. The building official shall have the authority to adopt policies and procedures in order to clarify the application of its provisions. Such policies and procedures shall be in compliance with the intent and purposes of this code. Such policies and procedures shall not have the effect of waiving requirements specifically provided for in this code, nor shall they have the effect of establishing requirements in excess of those set forth in this code.
(Add) R104.1.1 Rule making authority. Pursuant to the provisions of subsection (a) of section 29-252 of the Connecticut General Statutes, the State Building Inspector and the Codes and Standards Committee shall, jointly, with the approval of the Commissioner of Administrative Services, adopt and administer a State Building Code for the purpose of regulating the design, construction and use of buildings or structures to be erected and the alteration of buildings or structures already erected and make such amendments thereto as they, from time to time, deem necessary or desirable.
(Amd) R104.6 Right of entry. In accordance with the provisions of subsection (d) of section 29-261 of the Connecticut General Statutes, the building official or his or her assistant shall have the right of entry to such buildings or structures, except single-family residences, for the proper performance of his or her duties between the hours of nine a.m. and five p.m., except that in the case of an emergency he or she shall have the right of entry at any time, if such entry is necessary in the interest of public safety. On receipt of information from the local fire marshal or from any other authentic source that any building in his or her jurisdiction, due to lack of exit facilities, fire, deterioration, catastrophe or other cause, is in such condition as to be a hazard to any person or persons, the building official or his or her assistant shall immediately make inspection in accordance with the provisions of section 29-393 of the Connecticut General Statutes.
(Amd) R104.10 Modifications. The State Building Inspector may grant variations or exemptions from, or approve equivalent or alternative compliance with, the State Building Code where strict compliance with the State Building Code would entail practical difficulty or unnecessary hardship, or is otherwise adjudged unwarranted, provided the intent of law shall be observed and public welfare and safety be assured. Any person aggrieved by any decision of the State Building Inspector may appeal to the Codes and Standards Committee within 30 days after mailing of the decision in accordance with subsection (b) of section 29-254 of the Connecticut General Statutes.
(Del) R104.10.1 Areas prone to flooding. Delete and substitute the following:
(Add) R104.10.1 Records. The application for modification, variation or exemption and the decision of the State Building Inspector shall be in writing and shall be officially recorded with the application for a building permit in the permanent records of the building department.
(Add) R104.10.2 Historic structures exemption. Pursuant to section 29-259 of the Connecticut General Statutes, exemptions may be granted from the provisions of this code for historic structures as defined by section 10-410 of the Connecticut General Statutes, which have been classified as such in the State Register of Historic Places, provided the provisions of subsection (b) of section 29-259 of the Connecticut General Statutes are adhered to and provided such exemptions shall not affect the safe design, use or construction of such property.
(Add) R104.10.3 Urban homesteading property exemption. In accordance with section 29-259 of the Connecticut General Statutes, exemptions may be granted from the provisions of this code for property acquired by an urban homesteading agency, pursuant to section 8-169r of the Connecticut General Statutes, and transferred to a qualified applicant pursuant to section 8-169s of the Connecticut General Statutes, provided such exemptions shall not affect the safe design, use or construction of such property. Exemptions shall be granted in accordance with Section R104.10 of this code.
(Add) 104.11.2 Research reports. Submission to the local building official of a valid research report prepared by an approved evaluation service that supports the efficacy of use of any material, appliance, equipment or method of construction not specifically provided for in this code, or that demonstrates compliance with this code, shall be deemed evidence of compliance with this code.
(Add) R105.1.1 By whom application is made. Pursuant to section 29-263 of the Connecticut General Statutes, application for a permit shall be made by the owner in fee or by an authorized agent. If the application is made by a person other than the owner in fee, it shall be accompanied by an affidavit of the owner or a signed statement of the applicant witnessed by the building official or such official's designee to the effect that the proposed work is authorized by the owner in fee and that the applicant is authorized to make such application. If the authorized agent is a contractor, such contractor shall follow the provisions of section 20-338b of the Connecticut General Statutes. The applicant shall include the full names and addresses of the owner, agent and the responsible officers, if the owner or agent is a corporate body.
(Amd) R105.2 Work exempt from permit. Exemption from the permit requirements of this code shall not be deemed to grant authorization for any work to be done in any manner in violation of the provisions of this code or any other laws, statutes, regulations or ordinances of the town, city or borough, or the State of Connecticut.
Permits shall not be required for the following work:
Building:
Electrical:
Gas:
Mechanical:
Plumbing:
(Amd) R105.3.1 Action on application. The building official shall examine or cause to be examined applications for permits and amendments thereto within 30 days after filing and either issue or deny a permit within such 30-day period. If the applicant or construction documents do not conform to the requirements of this code and pertinent laws, statutes, regulations and ordinances, the building official shall reject such application in writing, stating the reasons therefor. If the building official is satisfied that the proposed work conforms to the requirements of this code and applicable laws, statutes, regulations and ordinances, the building official shall issue a permit therefor as soon as practicable.
(Amd) R105.3.1.1 Determination of substantially improved or substantially damaged existing buildings in flood hazard areas. For applications for reconstruction, rehabilitation, addition or other improvement of existing buildings or structures located in an area prone to flooding as established by Table R301.2(1), the building official shall examine or cause to be examined the construction documents and shall prepare a finding with regard to the value of the proposed work. For buildings that have sustained damage of any origin, the value of the proposed work shall include the cost to repair the building or structure to its predamaged condition.
(Add) R105.3.1.2 Zoning approval. Pursuant to subsection (f) of section 8-3 of the Connecticut General Statutes, no building permit shall be issued, in whole or in part, for a building, use or structure subject to the zoning regulations of a municipality without certification in writing by the official charged with the enforcement of such regulations that such building, use or structure is in conformity with such regulations or is a valid nonconforming use under such regulations.
(Amd) R105.5 Expiration of permit. Every permit issued shall become invalid unless the work authorized by such permit is commenced within 180 days after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The building official may grant, in writing, one or more extensions of time, for periods of not more than 180 days each. The extensions shall be requested in writing and justifiable cause shall be demonstrated.
Exception: The building official may specify an expiration date of not less than 30 days and not more than 180 days, for commencement of work under permits issued to abate unsafe conditions pursuant to Section R115 of this code. Work performed under such a permit shall be completed as expeditiously as possible.
(Add) R106.2.1 Private sewage disposal system. The site plan shall indicate the location of a private sewage disposal system where a public sewer is not available. Private sewage disposal systems shall be designed and installed in accordance with the requirements of the Public Health Code adopted under authority of section 19a-36 of the Connecticut General Statutes. All technical and soil data required by the Public Health Code shall be submitted with the site plan. Approval of such systems shall be by the local authority having jurisdiction. When such approval is required by the local authority having jurisdiction, written proof of such approval shall be submitted to the building official prior to issuance of a building permit.
(Amd) R106.5 Retention of construction documents. In accordance with the provisions of subsection (e) of section 29-261 of the Connecticut General Statutes, upon receipt of a written request signed by the owner of plans and specifications on file for a single-family dwelling or out-building, the building official shall immediately return the original plans and specifications to the owner after a certificate of occupancy is issued with respect to the plans and specifications.
(Add) R106.6 Additional requirements. Nontransient residential dwellings having more than 16 units or 24,000 square feet total gross area per building shall be subject to the additional requirements set forth in Section 106.1.4 of the 2003 International Building Code portion of the 2005 State Building Code.
(Amd) R107.1 General. The building official may issue a permit for temporary structures and temporary uses. Such permits shall be limited as to time of service, but shall not be permitted for more than 180 days. The building official may grant a single 180-day extension for demonstrated cause.
Exceptions: The following shall be exempt from permit requirements:
(Amd) R107.3 Temporary power. The building official may give permission to temporarily supply and use power in part of an electrical installation before such installation has been fully completed and the final certificate of occupancy or certificate of approval has been issued. The part covered by the temporary permission shall comply with the requirements specified for temporary lighting, heat or power in this code or in the 2011 NFPA 70 National Electrical Code portion of the 2005 State Building Code.
(Amd) R108.2 Schedule of permit fees. Each municipality shall establish a schedule of fees for each construction document review, building permit, certificate of approval and certificate of occupancy. A schedule of adopted fees shall be posted for public view.
(Amd) R108.3 Building permit valuations. The applicant for a permit shall provide an estimated permit value at the time of application. Permit valuations shall include total value of work, including materials and labor, for which the permit is being issued, such as electrical, gas, mechanical, plumbing equipment and permanent systems. If, in the opinion of the building official, the valuation is underestimated on the application, the permit shall be denied, unless the applicant can show detailed estimates to meet the approval of the building official. Final building permit valuation shall be set by the building official.
(Del) R108.6 Work commencing before permit issuance. Delete without substitution.
(Add) R109.1.4.1 Insulation inspection. Inspection of the building air tightness and insulation installation shall be conducted in accordance with Section N1102.4.2.
(Add) R109.1.5.2 Additional electrical inspections. Required electrical inspections in addition to those required by sections R109.1.2 and R109.1.6 shall include installations of temporary services prior to activation and installation of underground piping and conductors after trenches are excavated and bedded and before backfill is put in place.
(Add) R109.1.7 Posting of required inspections. The building official shall compile a schedule of required inspections and shall post the schedule in the building department for public view.
(Add) R109.5 Notification of inspection results. The building official or his duly authorized representative shall provide in writing, notification as to passage or failure, in whole or in part, of any required inspection and shall leave such notification at the job site or deliver such notification to the permit holder. It shall be the duty of the permit holder to ascertain the results of required inspections.
(Amd) R110.1 Use and occupancy. Pursuant to subsection (a) of section 29-265 of the Connecticut General Statutes, no building or structure erected or altered in any municipality after October 1, 1970, shall be occupied or used, in whole or in part, until a certificate of occupancy has been issued by the building official, certifying that such building, structure or work performed pursuant to the building permit substantially conforms to the provisions of the State Building Code. Nothing in the code shall require the removal, alteration or abandonment of, or prevent the continuance of the use and occupancy of, any single-family dwelling but within six years of the date of occupancy of such dwelling after substantial completion of construction of, alteration to or addition to such dwelling, or of a building lawfully existing on October 1, 1945, except as may be necessary for the safety of life or property. The use of a building or premises shall not be deemed to have changed because of a temporary vacancy or change of ownership or tenancy.
Exceptions:
(Add) R110.1.1 Zoning approval. Pursuant to subsection (f) of section 8-3 of the Connecticut General Statutes, no certificate of occupancy shall be issued for a building, use or structure subject to the zoning regulations of a municipality without certification in writing by the official charged with the enforcement of such regulations that such building, use or structure is in conformity with such regulations or is a valid nonconforming use under such regulations.
(Add) R110.1.2 Statement of professional opinion. Pursuant to section 29-276c of the Connecticut General Statutes, no certificate of occupancy shall be issued for a proposed structure or addition to buildings classified as nontransient residential dwellings having more than 16 units or 24,000 square feet total gross area per building, until the building official has been provided with a statement signed by the architect or professional engineer and the general contractor stating that the completed structure or addition is in substantial compliance with the approved plans on file.
(Amd) R110.4 Temporary occupancy. The building official may issue a temporary certificate of occupancy before the completion of the entire work covered by the permit, provided that such portion or portions shall be occupied safely prior to full completion of the building or structure without endangering life or public welfare. Any occupancy permitted to continue during completion of the work shall be discontinued within 30 days after completion of the work unless the building official issues a certificate of occupancy.
(Add) R110.6 Partial occupancy. The building official may issue a partial certificate of occupancy for a portion of the building or structure when, in the building official's opinion, the portion of the building to be occupied is in substantial compliance with the requirements of this code and no unsafe conditions exist in portions of the building not covered by the partial certificate of occupancy that are accessible from the occupied portion.
(Add) R110.7 Prefabricated assemblies. A certificate of approval by an approved agency shall be furnished with every prefabricated assembly, including modular housing, except where all elements of the assembly are readily accessible for inspection at the site. The building official shall inspect placement of prefabricated assemblies and the connections to public utilities and private water and septic systems at the building site, as well as any site built or installed components or equipment to determine compliance with this code. A final inspection shall be provided in accordance with Section R109.1.6.
(Add) R110.8 Manufactured housing used as dwellings. Provisions for foundation systems and building service equipment connections necessary to provide for the installation of new manufactured homes and for existing manufactured homes to which additions, alterations or repairs are made are contained in Appendix E.
(Add) R110.9 Certificate of approval. The building official shall issue a certificate of approval indicating substantial compliance with the requirements of this code for all completed work that requires a building permit but does not require a certificate of occupancy.
(Del) SECTION R112 BOARD OF APPEALS. Delete this section in its entirety and replace with the following:
(Add) SECTION R112 MEANS OF APPEALS
(Add) R112.1 Appeal from decision of building official. Pursuant to subsection (b) of section 29-266 of the Connecticut General Statutes, when the building official rejects or refuses to approve the mode or manner of construction proposed to be followed or the materials to be used in the erection or alteration of a building or structure, or when it is claimed that the provisions of the code do not apply or that an equally good or more desirable form of construction can be employed in a specific case, or when it is claimed that the true intent and meaning of the code has been misconstrued or wrongly interpreted or when the building official issues a written order under subsection (c) of section 29-261 of the Connecticut General Statutes, the owner of such building or structure, whether already erected or to be erected, or his authorized agent may appeal in writing from the decision of the building official to the municipal board of appeals. A person, other than such owner, who claims to be aggrieved by any decision of the building official may, by himself or his authorized agent, appeal in writing from the decision of the building official to the municipal board of appeals as provided by subsection (a) of section 29-266 of the Connecticut General Statutes.
(Add) R112.1.1 Absence of municipal board of appeals. In the absence of a municipal board of appeals, the provisions of subsection (c) of section 29-266 of the Connecticut General Statutes shall be followed.
(Add) R112.1.2 State Building Inspector review. In accordance with the provisions of subsection (d) of section 29-252 of the Connecticut General Statutes, the State Building Inspector or such inspector's designee shall review a decision by a local building official or municipal board of appeals appointed pursuant to section 29-266 of the Connecticut General Statutes, when he has reason to believe that such official or board has misconstrued or misinterpreted any provision of the State Building Code.
(Add) R112.2 Appointment of municipal board of appeals. A municipal board of appeals consisting of five members shall be appointed in accordance with the provisions of subsection (a) of section 29-266 of the Connecticut General Statutes.
(Add) R112.2.1 Qualifications. One member of the municipal board of appeals shall be appointed from the general public. Each of the other four members shall have at least five years experience in building design, building construction or supervision of building construction.
(Add) R112.2.2 Chairman. The board shall annually select one of its members to serve as chairman.
(Add) R112.3 Notice of meeting. Each appeal shall be heard in the municipality for which the building official serves within five days, exclusive of Saturdays, Sundays and legal holidays, after the date of receipt of the appeal.
(Add) R112.4 Determination of aggrievement. Upon receipt of an appeal from a person other than the owner or his agent, the board of appeals shall first determine whether such person has a right to appeal.
(Add) R112.5 Appointment of a panel. Upon receipt of an appeal from an owner or his agent, or approval of an appeal by a person other than the owner or his agent, the chairman of the municipal board of appeals shall appoint a panel of not less than three members of such board to hear such appeal.
(Add) R112.6 Rendering of decisions. The panel shall, upon majority vote of its members, affirm, modify or reverse the decision of the building official in a written decision upon the appeal and file such decision with the building official from whom such appeal has been taken not later than five days, exclusive of Saturdays, Sundays and legal holidays, following the day of the hearing thereon. A copy of the decision shall be mailed, prior to such filing, to the party taking the appeal.
(Add) R112.7 Appeal to the Codes and Standards Committee. Any person aggrieved by the decision of a municipal board of appeals may appeal to the Codes and Standards Committee within 14 days after the filing of the decision with the building official in accordance with the provisions of subsection (b) of section 29-266 of the Connecticut General Statutes.
(Add) R112.8 Court review. Any person aggrieved by any ruling of the Codes and Standards Committee may appeal to the Superior Court for the judicial district where such building or structure has been or is being erected in accordance with the provisions of subsection (d) of section 29-266 of the Connecticut General Statutes.
(Add) R113.2.1 Written notice. The building official or his duly authorized representative shall provide any notice of violation in writing to the owner of the property involved or to the owner's agent or to the person doing the work.
(Amd) R113.4 Violation penalties. Any person who violates any provision of this code shall be fined not less than two hundred nor more than one thousand dollars or imprisoned not more than six months or both, pursuant to section 29-254a of the Connecticut General Statutes.
(Amd) R114.2 Unlawful continuance. Any person who continues any work in or about the structure after having been served with a stop work order, except such work as that person is directed to perform in accordance with Section R113.4, shall be liable for penalties in accordance with Section R113.4.
(Add) SECTION R115 UNSAFE STRUCTURES AND EQUIPMENT
(Add) R115.1 General. The procedures to be followed regarding unsafe structures and equipment shall be as set forth in Section 115 of the 2003 International Building Code portion of the 2005 State Building Code.
(Add) SECTION R116 EMERGENCY MEASURES
(Add) R116.1 General. The procedures to be followed regarding emergency measures shall be as set forth in Section 116 of the 2003 International Building Code portion of the 2005 State Building Code.
(Add) SECTION R117 VACANT BUILDINGS
(Add) R117.1 General. Temporarily unoccupied buildings, structures, premises or portions thereof, including tenant spaces, shall be safeguarded and maintained in accordance with Section 117 of the 2003 International Building Code portion of the 2005 State Building Code.
CHAPTER 2 - DEFINITIONS
(Add) R202.1 Definitions. Add or amend the following definitions.
(Amd) BUILDING, EXISTING. A building or structure, or portion thereof, erected in whole or in part, for which a legal building permit and a certificate of occupancy has been issued. Buildings or structures or portions thereof erected prior to October 1, 1970, shall be deemed existing buildings regardless of the existence of a certificate of occupancy.
(Add) COMPLEX. For application of accessibility requirements, any group of buildings located on a single parcel of land or on contiguous parcels of land or any building or group of buildings that are subdivided into separate occupancies and planned, financed, constructed or promoted by common management for the purpose of sale or lease of the entire complex or any subdivision thereof, excluding any single-family detached dwelling.
(Amd) FIRE SEPARATION DISTANCE. The distance measured from the building face to one of the following:
The distances shall be measured at right angles from the face of the wall.
(Add) GREENHOUSES. A one-story structure, enclosing an uninhabitable space, with glazing in excess of 50 percent of the gross area of the exterior walls and roof.
(Add) ONE-FAMILY DWELLING. A building containing one dwelling unit with not more than six lodgers or boarders where personal care services are not provided. Also known as a single-family dwelling.
(Add) SERVICE WATER HEATING. Supply of hot water for purposes other than comfort heating.
(Add) TWO-FAMILY DWELLING. A building containing two dwelling units with not more than six lodgers or boarders per dwelling unit where personal care services are not provided.
(Amd) SUNROOM. A one-story structure, enclosing a habitable space, with glazing in excess of 40 percent of the gross area of the exterior walls and roof, and with the area of windows and doors operable to the exterior equal to a minimum of 20 percent of the area of the sunroom floor.
(Amd) WIND BORNE DEBRIS REGION. Areas south of Interstate 95 in the following municipalities: Clinton, East Lyme, Groton, Madison, New London, Old Lyme, Old Saybrook, Stonington, Waterford, and Westbrook.
Exception: Areas that are more than one mile from the coastal mean high-water line as certified by a registered design professional may be classified as being outside of a wind-borne debris region.
CHAPTER 3 - BUILDING PLANNING
(Amd) R301.2.1 Wind limitations. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the basic wind speed in Table R301.2(1) as determined from Appendix R. Where different construction methods and structural materials are used for various portions of a building, the applicable requirements of this section for each portion shall apply. Where wind loads for wall coverings, curtain walls, roof coverings, exterior windows, skylights, garage doors and exterior doors are not otherwise specified, the wind loads listed in Table R301.2 (2) adjusted for height and exposure using Table R301.2 (3) shall be used to determine design load performance requirements for wall coverings, curtain walls, roof coverings, exterior windows, skylights, garage doors and exterior doors. Asphalt shingles shall be designed for wind speeds in accordance with Section R905.2.6.
(Del) R301.2.1.1 Design criteria. Delete without substitution.
(Amd) TABLE R301.2 (1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA:
GROUND SNOW LOAD: 30 pounds per square foot
WIND SPEEDb (mph): Basic Wind Speed (3 second gust) shall be as set forth in Appendix R.
SEISMIC DESIGN CATEGORY: As set forth in Appendix R.
SUBJECT TO DAMAGE FROM: Weatheringa: Severe
Frost Line Depth: 42 inches
Termite: Moderate to Heavy
WINTER DESIGN TEMPERATURE: 7º F
ICE SHEILD UNDERLAYMENT REQUIRED: Yes
FLOOD HAZARDS: To be determined locally
AIR FREEZING INDEX: 1,500 or less
MEAN ANNUAL TEMPERATURE: 50º F
CLIMATE ZONE: 5A
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour = 0.447 m/s.
(Del) FIGURE R301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F)
Delete without substitution
(Del) FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES - SITE CLASS D
Delete without substitution
(Del) FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE
Delete without substitution
(Del) FIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL
Delete without substitution
(Del) FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
Delete without substitution
(Del) FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP
Delete without substitution
(Amd) R301.2.1.3 Wind speed conversion. When referenced documents are based on the fastest mile wind speeds, the three-second gust wind velocities, V3s, of Appendix R shall be converted to fastest mile wind velocities, Vfm, using Table R301.2.1.3.
(Amd) R301.2.1.4 Exposure category. For each wind direction considered, an exposure category that adequately reflects the characteristics of ground surface irregularities shall be determined for the site at which the building or structure is to be considered. For a site in the transition zone between categories, the category resulting in the largest wind forces shall apply. Account shall be taken of variations in ground surface roughness that arises from natural topography and vegetation as well as from constructed features. For a site where multiple detached one- and two-family dwellings, townhouses or other structures are to be constructed as part of a subdivision, master-planned community, or otherwise designated as a developed area by the authority having jurisdiction, the exposure category for an individual structure shall be based upon the site conditions that will exist at the time when all adjacent structures on the site have been constructed, provided their construction is expected to begin within one year of the start of construction for the structure for which the exposure category is determined. For any given wind direction, the exposure in which a specific building or other structure is sited shall be assessed as being one of the following categories:
(Del) R301.2.1.5 Topographic wind effects. Delete without substitution.
(Del) R301.2.1.5.1 Simplified topographic wind speed-up method. Delete without substitution.
(Del) Table R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT. Delete without substitution.
(Del) FIGURE R301.2.1.5.1 (1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT. Delete without substitution.
(Del) FIGURE R301.2.1.5.1 (2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED. Delete without substitution.
(Del) FIGURE R301.2.1.5.1 (3) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED. Delete without substitution.
(Amd) R301.2.2.1 Determination of seismic design category. Buildings shall be assigned a seismic design category in accordance with Appendix R. Soil Site Class shall be as defined in Section 1615.1.1 of the International Building Code.
(Del) R301.2.2.1.1 Alteration determination of seismic design category. Delete without substitution.
(Del) R301.2.2.1.2 Alteration determination of seismic Design Category E. Delete without substitution.
(Del) R301.2.2.4 Seismic Design Category E. Delete without substitution.
(Amd) R301.6 Roof load. Roofs shall be designed for the 30 pound snow load indicated in Table R301.2(1).
(Del) Table R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION. Delete without substitution.
(Add) R301.9 Ungraded lumber. Pursuant to section 29-256b of the Connecticut General Statutes, the use of ungraded lumber is allowed in accessory structures.
(Amd) TABLE R302.1 EXTERIOR WALLS.
EXTERIOR WALL ELEMENT | MINIMUM FIRE-RESISTANCE RATING | MINIMUM FIRE SEPARATION DISTANCE | |
Walls | (Fire-resistance rated) | 1 hour-tested in accordance with ASTM E 119 or UL 263 with exposure from both sides | [LESS THAN] 5 feet |
(Not fire-resistance rated) | 0 hours | [GREATER THAN OR EQUAL TO] 5 feet | |
Projections | (Fire-resistance rated) | 1 hour on the underside | [GREATER THAN OR EQUAL TO] 2 feet to 5 feet |
(Not fire-resistance rated) | 0 hours | 5 feet | |
Openings in walls | Not allowed | N/A | [LESS THAN] 3 feet |
25% maximum of wall area | 0 hours | 3 feet | |
Unlimited | 0 hours | 5 feet | |
Penetrations | All | Comply with Section R302.4.1 or R302.4.2 | [LESS THAN] 5 feet |
None required | 5 feet | ||
For SI: 1 foot = 304.8 mm.
N/A = Not Applicable.
(Amd) R302.2 Townhouses. Each townhouse shall be considered a separate building and shall be separated by fire-resistance-rated walls meeting the requirements of Section 302.1 for exterior walls.
Exception: A common 2-hour fire-resistance-rated wall assembly tested in accordance with ASTM E 119 or UL 263 is permitted for townhouses if such walls do not contain plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. If the adjacent townhouses are provided with an automatic residential fire sprinkler system, this wall may be a 1-hour fire-resistance-rated wall assembly. The wall shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be installed in accordance with Chapters 34 to 43, inclusive, of this code. Penetrations of electrical outlet boxes shall be in accordance with Section R302.4.
(Amd) R302.2.4 Structural independence. Each individual townhouse shall be structurally independent.
Exceptions:
(Amd) R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other and from common spaces serving both dwelling units by wall or floor-ceiling assemblies having not less than a 1-hour fire-resistance rating when tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor-ceiling and wall assemblies shall extend to and be tight against the exterior wall and wall assemblies shall extend to the underside of the roof sheathing. Fire-resistance-rated assemblies shall be supported to the foundation by construction with the same fire-resistance rating as the assembly supported.
Exceptions:
(Amd) R302.5.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 13/8 inches (35 mm) in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) in thickness or 20-minute fire-rated doors in solid wood jambs. Doors between the garage and the residence shall be equipped with a self-closing device.
(Amd) R302.5.3 Other penetrations. Penetrations into or through the separation required in Table R302.6 shall be protected as required by Section R302.11, Item 4.
(Amd) R302.6 Dwellings/garage fire separation. The garage shall be separated as required by Table R302.6 except that wood structural members of the minimum dimension specified in the International Building Code for Type IV construction shall be acceptable without further protection. Openings in garage walls shall comply with Section R302.5. This provision does not apply to garage walls that are perpendicular to the adjacent dwelling unit wall.
(Amd) TABLE R302.6 DWELLING/GARAGE SEPARATION
SEPARATION | MATERIAL |
From the residence and attics | Not [LESS THAN] 5/8 inch Type X gypsum board or equivalent applied to the garage side |
From all habitable rooms above the garage | Not [LESS THAN] 5/8 inch Type X gypsum board or equivalent |
Structure(s) supporting floor/ceiling assemblies used for separation required by this section | Not [LESS THAN] 5/8 inch Type X gypsum board or equivalent |
Garages located [LESS THAN] 10 feet from a dwelling unit on the same lot | Not [LESS THAN] 5/8 inch Type X gypsum board or equivalent applied to the interior side of exterior walls that are within this area |
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
(Amd) R305.1 Minimum height. Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less than 7 feet (2134 mm). The required height shall be measured from the finished floor to the lowest projection from the ceiling.
Exceptions:
(Del) R305.1.1 Basements. Delete without substitution.
(Amd) R309.1 Floor surfaces. Garage floor surfaces shall be of approved noncombustible material. The area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids to an approved drain or toward the main vehicle entry doorway.
Exception: Detached garages that are separated from the dwelling by a minimum distance of 10 feet (3048 mm).
(Amd) R310.1 Emergency escape and rescue openings required. Habitable spaces located within basements, and habitable spaces within attics, and every sleeping room within the dwelling shall have at least one operable emergency escape and rescue opening. Where basements and attics contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room, but shall not be required in adjoining habitable areas of the basement or attic. Where emergency escape and rescue openings are provided, they shall have a sill height of not more than 44 inches (1118 mm) above the floor. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section R310.2. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way.
Exceptions:
(Amd) R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of a key or tool and the net clear opening dimensions shall be obtained by the normal operation of the opening from the inside.
Exception: Existing buildings undergoing alterations or installation of replacement windows shall be permitted to utilize a removable sash to achieve the required minimum net clear openings. Such removable sash shall be capable of being removed without the use of a key or tool.
(Amd) R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. The bulkhead enclosure with the door panels in the fully open position shall provide the minimum net clear opening required by Section R310.1.1. Bulkhead enclosures shall also comply with Section R311.7.9.2.
(Amd) R311.3.1 Floor elevations at the required egress doors. Landings or floors at the required egress door shall not be more than 11/2 inches (38 mm) lower than the top of the threshold.
Exception: The exterior landing or floor shall not be more than 81/4 inches (209 mm) below the top of the threshold, provided the door does not swing over the landing or floor.
When exterior landings or floors serving the required egress door are not at grade, they shall be provided with access to grade by means of a ramp in accordance with Section R311.8 or a stairway in accordance with Section R311.7.
(Amd) R311.3.2 Floor elevations for other exterior doors. Doors other than the required egress door shall be provided with landings or floors not more than 81/4 inches (209 mm) below the top of the threshold.
Exception: A landing is not required where a stairway of three or fewer risers, including the top riser from the dwelling to the top tread, is located on the exterior side of the door, provided the door does not swing over the stairway.
(Amd) R311.7.1 Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 41/2 inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 311/2 inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides.
Exceptions:
(Amd) R311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2032 mm) measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway.
Exceptions:
(Del) R311.7.3 Walkline. Delete without substitution.
(Amd) R311.7.4.1 Riser height. The maximum riser height shall be 81/4 inches (209 mm). The minimum riser height shall be 4 inches (102 mm). Riser height shall be measured vertically between leading edges of adjacent treads.
Exception: The maximum riser height of existing or replacement stairs serving existing unfinished attics or existing unfinished basements being converted to habitable space shall be 9 inches (229 mm), measured as above.
The greatest riser height within any flight of stairs shall not exceed the smallest by more the 3/8 inch (9.5 mm).
(Amd) R311.7.4.2 Tread depth. The minimum tread depth shall be 9 inches (229 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge.
Exception: The minimum tread depth of existing or replacement stairs serving existing unfinished attics or existing unfinished basements being converted to habitable space shall be 8 inches (203 mm), measured as above.
The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Winder and circular stairway treads shall have a minimum tread depth of 9 inches (229 mm) measured as above at a point 12 inches (305 mm) from the sides where the treads are narrower. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point. The greatest winder tread depth at the 12 inch (305 mm) walk line within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). The greatest circular tread depth at any walking line within any circular flight of stairs, measured at a consistent distance from a side of the stairway, shall not exceed the smallest by more than 3/8 inch (9.5 mm).
(Amd) R311.7.7.2 Continuity. Handrails for stairways shall be continuous for the full length of each flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned to a wall or terminate in newel posts or safety terminations. Handrails adjacent to a wall shall have a space of not less than 11/2 inch (38 mm) between the wall and handrails.
Exceptions:
(Add) R312.1.1 Retaining wall guards. Retaining walls with a difference in finished grade from the top of the wall to the bottom of the wall that is greater than 4 feet (1219 mm) shall be provided with guards complying with Section 312 when there is a walking surface, parking lot or driveway on the high side located closer than 2 feet (610 mm) to the retaining wall. For the purposes of this section, grass, planting beds, or landscaped areas are not a walking surface.
(Amd) R313.1 Townhouse automatic fire sprinkler systems. When an automatic residential fire sprinkler system is to be installed in townhouses, it shall be designed and installed in accordance with Section P2904 or NFPA 13D.
(Del) R313.1.1 Design and installation. Delete without substitution.
(Amd) R313.2 One- and two-family dwellings automatic fire sprinkler systems. When an automatic fire sprinkler system is to be installed in one- and two-family dwellings, it shall be designed and installed in accordance with Section P2904 or NFPA 13D.
(Del) R313.2.1 Design and installation. Delete without substitution.
(Amd) R314.3.1 Alterations, repairs and additions. When alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created in existing dwellings, the individual dwelling shall be equipped with smoke alarms located as required for new dwellings. The smoke alarms shall have a power source in accordance with Section R314.4.
Exceptions:
(Amd) R314.4 Power source. Smoke alarms shall receive their primary power from the building wiring when such wiring is served from a commercial source, and when primary power is interrupted, shall receive power from a battery. Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. Smoke alarms shall be interconnected.
Exception:
(Amd) R315.1 Carbon monoxide alarms. Carbon monoxide alarms shall be installed outside of each sleeping area in the immediate vicinity of the bedrooms and on each additional habitable level of the dwelling unit. When more than one carbon monoxide alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one carbon monoxide alarm will activate all of the carbon monoxide alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed.
Exception: Carbon monoxide alarms shall not be required in dwelling units not containing a fuel-burning appliance, fireplace or attached garage.
(Add) R315.1.1 Power source. In new construction, the required carbon monoxide alarms shall be permanently installed and shall receive their primary power from the building wiring when such wiring is served from a commercial source. When primary power from the building wiring is interrupted, they shall receive power from a battery. Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. Carbon monoxide alarms may be battery operated when installed in buildings without commercial power or in buildings that undergo alterations or additions regulated by Section R315.2.
(Amd) R315.2 Alterations, repairs and additions. When alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created in existing dwellings, the individual dwelling shall be provided with carbon monoxide alarms located as required for new dwellings. The carbon monoxide alarms shall have a power source in accordance with Section R315.1.1.
Exceptions:
(Amd) R319.1 Address numbers. Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property.
(Del) SECTION R320 - ACCESSIBILITY. Delete section in its entirety and replace with the following:
(Add) SECTION R320 - ACCESSIBILITY
(Add) R320.1 Scope. Detached one- and two-family dwellings shall be exempt from accessibility requirements. Attached multiple single-family dwellings (townhouses) shall comply with Section R320.2 for single-story townhouses and with Section R320.3 for multi-story townhouses. For the purposes of this section, a one-story above-grade townhouse with a finished basement shall be considered a multi-story townhouse. Required Type B units shall comply with ICC/ANSI A117.1-2003, as amended.
(Add) R320.2 Single-story townhouses. Where there are four or more townhouses in a single structure, each single-story townhouse shall be a Type B unit.
Exception: The number of Type B units may be reduced in accordance with Section R 320.4.
(Add) R320.3 Multi-story townhouses. Buildings or complexes that contain 10 or more multi-story townhouses shall have at least 10 percent Type B units. This requirement shall be met by providing a sufficient number of single-story Type B units or by providing a sufficient number of multi-story townhouses that incorporates a Type B unit on the street floor or by a combination of the two. Multi-story townhouses that incorporate a Type B unit on the street floor shall not be required to provide accessibility to floors above or below the street floor. The Type B unit on the street floor shall include provisions for living, sleeping, eating, cooking and a complete toilet and bathing facility on that floor.
Exceptions:
(Add) R320.4 General exceptions. Where permitted by Sections R320.2 and R320.3, the required number of Type B units may be reduced in accordance with Sections R320.4.1 and R320.4.2.
(Add) R320.4.1 Site impracticality. On a site with multiple buildings, the number of units required by Sections R320.2 and R320.3 to be Type B units may be reduced to a percentage which is equal to the percentage of the entire site having grades, prior to development, which are less than 10 percent, provided not less than 20 percent of the Type B units required by Sections R320.2 and R320.3 on the site are provided.
(Add) R320.4.2 Design flood elevation. The required number of Type B units shall not apply to a site where the lowest floor is required to be at or above the design flood elevation resulting in:
(Add) R320.5 Accessible route. At least one accessible route shall connect accessible building or facility entrances with the primary entrance of each Type B unit within the building or complex and with those exterior and interior facilities that serve the units.
Exception: If the slope of the finished ground level between accessible facilities and buildings exceeds 1 unit vertical in 12 units horizontal (1:12), or where physical barriers prevent the installation of an accessible route, a vehicular route with parking that complies with Section 1106 of the 2003 International Building Code portion of the 2005 State Building Code at each public or common use facility or building is permitted in place of the accessible route.
(Add) R320.6 Parking. Two percent, but not less than one, of each type of parking space provided in occupancies required to have Type B dwelling units shall be accessible. For each six or fraction of six accessible parking spaces, at least one shall be a van-accessible parking space.
(Add) R320.6.1 Parking within or beneath a building. Where parking is provided within or beneath a building, accessible parking spaces shall also be provided within or beneath the building.
Exception: Private parking garages within or beneath the building that contain no more than two parking spaces, that are reserved for the exclusive use of a specific dwelling unit and are directly accessed from that dwelling unit are not required to be accessible.
(Add) R320.6.2 Automobile accessible parking spaces. Pursuant to subsection (h) of section 14-253a of the Connecticut General Statutes, parking spaces for passenger motor vehicles designated for persons who are blind and persons with disabilities shall be as near as possible to a building entrance or walkway and shall be 15 feet (4572 mm) wide including 5 feet (1524 mm) of cross hatch. Cross-hatched portions shall not be shared between spaces.
(Add) R320.6.3 Van accessible parking spaces. Pursuant to subsection (h) of section 14-253a of the Connecticut General Statutes, parking spaces for passenger vans designated for persons who are blind and persons with disabilities shall be as near as possible to a building entrance or walkway and shall be 16 feet (4877 mm) wide including 8 feet (2438 mm) of cross hatch. Cross-hatched portions shall not be shared between spaces.
(Add) R320.6.3.1 Van access clearance. Pursuant to subsection (i) of section 14-253a of the Connecticut General Statutes, each parking garage or terminal shall have 8 feet 2 inches (2489 mm) vertical clearance at a primary entrance and along the route to at least two parking spaces for passenger vans that conform to Section R320.6.3 and that have 8 feet 2 inches (2489 mm) of vertical clearance.
(Amd) R321.1 Elevators. Where provided, passenger elevators, limited use/limited application elevators or elevators installed in private residences shall comply with ASME A17.1 and shall be installed in accordance with regulations adopted under authority of section 29-192 of the Connecticut General Statutes. Where the provisions of this section conflict with other regulatory provisions, those requirements shall prevail.
CHAPTER 4 - FOUNDATIONS
(Add) R401.3.1 Drainage nuisances. Any surface or roof drainage which creates a structural or health hazard, or any other nuisance to the owners or occupants of adjacent premises, or to the public by reason of discharge into, onto or across any adjacent building, premises or public thoroughfare, shall be a violation. The building official shall require the drainage to be disposed of in an approved manner.
(Amd) R403.1 General. All exterior walls shall be supported on continuous solid or fully grouted masonry or concrete footings, crushed stone footings, wood foundations or other approved structural systems of sufficient design to accommodate all loads according to Section R301 and transmit the resulting loads to the soil within the limitations as determined from the character of the soil. Footings shall be supported on undisturbed natural soils or engineered fill. Concrete footing shall be designed and constructed in accordance with the provisions of Section R403 or in accordance with ACI 332.
Exception: Freestanding accessory structures with an area of 600 square feet or less and an eave height of 10 feet (3048 mm) or less.
Footings and freestanding accessory structures as exempted under this section shall be supported on undisturbed natural soils or engineered fill and shall be anchored to resist wind-induced uplift and overturning.
(Amd) R403.1.4 Minimum depth. The depth of all exterior footings shall conform to Section R403.1.4.1.
(Amd) R404.4 Retaining walls. Retaining walls that are not laterally supported at the top and that retain in excess of 36 inches (914 mm) of unbalanced fill shall be designed to ensure stability against overturning, sliding, excessive foundation pressure and water uplift. Retaining walls shall be designed for a safety factor of 1.5 against lateral sliding and overturning.
(Add) R404.4.1 Guards. Retaining walls with a difference in finished grade from the top of the wall to the bottom of the wall that is greater than 4 feet (1219 mm) shall be provided with guards complying with Sections R312.2 and R312.3 when there is a walking surface, parking lot or driveway on the high side located closer than 2 feet (610 mm) to the retaining wall. For the purposes of this section, grass, planting beds or landscaped areas are not a walking surface.
(Add) R404.6 Pier and Pile Foundations. Pier and pile foundations shall comply with the requirements set forth in Chapter 18 of the 2003 International Building Code portion of the 2005 State Building Code.
(Add) R405.3 Above grade drainage. Above grade drainage systems, including, but not limited to, gutters and downspouts, roof drains, and yard drains, shall not be connected to the foundation drainage system.
CHAPTER 6 - WALL CONSTRUCTION
(Amd) FIGURE 602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING. Delete "8-16d nails" and replace with "8-10d nails".
CHAPTER 8 - ROOF-CEILING CONSTRUCTION
(Amd) R802.10.2.1 Applicability limits. The provisions of this section shall control the design of truss roof framing when snow control for buildings not greater than 60 feet (18288 mm) in length perpendicular to the joist, rafter or truss span, not greater than 36 feet (10973) in width parallel to the joist, rafter or truss span, not greater than two stories in height with each story not greater than 10 feet (3048 mm) high, and roof slopes not smaller than 3:12 (25-percent slope) or greater than 12:12 (100-percent slope). Truss roof framing constructed in accordance with the provisions of this section shall be limited to sites subjected to a maximum design wind speed of 110 miles per hour (49 m/s), Exposure A, B, or C, and a maximum ground snow load of 70 psf (3352 Pa). For consistent loading of all truss types, a roof snow load of 30 pounds per square foot shall be utilized.
CHAPTER 9 - ROOF ASSEMBLIES
(Amd) TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158
MAXIMUM BASIC WIND SPEED FROM APPENDIX R (mph) | CLASSIFICATION REQUIREMENT |
85 | D, G or H |
90 | D, G or H |
100 | G or H |
110 | G or H |
120 | G or H |
130 | H |
140 | H |
150 | H |
For SI: 1 mile per hour = 0.447 m/s.
(Amd) TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161
MAXIMUM BASIC WIND SPEED FROM APPENDIX R (mph) | CLASSIFICATION REQUIREMENT |
85 | A, D or F |
90 | A, D or F |
100 | A, D or F |
110 | F |
120 | F |
130 | F |
140 | F |
150 | F |
For SI: 1 mile per hour = 0.447 m/s.
(Amd) R905.2.7.2 Underlayment and high wind. Underlayment applied in areas subject to high winds, above 110 mph (49 m/s) per Appendix R, shall be applied with corrosion-resistant fasteners in accordance with manufacturer's installation instructions. Fasteners are to be applied along the overlap not farther apart than 36 inches (914 mm) on center.
CHAPTER 11 - ENERGY EFFICIENCY
(Add) N1101.4.1.1 Urea-formaldehyde insulation. The use of urea-formaldehyde foamed-in-place insulation shall comply with section 29-277 of the Connecticut General Statutes.
(Amd) N1101.8 Above code programs. The State Building Inspector and the Codes and Standards Committee may deem a national, state or local energy efficiency program to exceed the energy efficiency required by this chapter. Such energy efficiency program include the Leadership in Energy and Environmental Design Rating System, the Green Globes USA design program, as established by the Green Building Initiative, or the National Green Building Standard, as established by the National Association of Home Builders.
Buildings approved in writing by such an energy efficiency program shall be considered in compliance with this chapter. The following sections shall be met as applicable: N1102.4, N1103.1, N1103.2.2, N1103.2.3, N1103.3, N1103.4, N1103.5, N1103.6, N1103.7, and N1103.8.
(Add) N1101.8.1 Compliance materials. The code official shall be permitted to approve specific computer software, worksheets, compliance manuals and other similar materials that meet the intent of this code.
(Amd) N1102.2.11 Thermally isolated sunroom insulation. Greenhouses and sunrooms shall comply with 2009 IECC, Section 402.2.11.
(Del) N1102.3.5 Thermally isolated sunroom U-factor. Delete without substitution.
(Add) N1102.5 Maximum fenestrationU-factor and SHGC. The area-weighted average maximum fenestration U-factor permitted using trade-offs from Section N1102.1.3 shall be 0.48 in Zones 4 and 5 and 0.40 in Zones 6 through 8 for vertical fenestration, and 0.75 in Zones 4 through 8 for skylights.
(Amd) N1103.2.3 Building cavities. Building framing cavities shall not be used as supply or return ducts.
(Add) N1103.4.1 Pipe insulation. All service hot water piping within 10 feet (3048 mm) of service water heating equipment shall have a minimum insulation value of R-2. Systems with distribution manifolds shall be insulated between service water heating equipment and the distribution manifold or 10 feet (3048 mm), whichever is less. In addition, the first 5 feet (1524 mm) of cold water pipes from the water heating tanks shall have a minimum insulation value of R-2.
(Amd) N1103.8.3 Pool covers. Heated pools shall be equipped with a vapor retardant pool cover on or at the water surface. Pools heated to more than 90 degrees F (32 degrees C) shall have a pool cover with a minimum insulation value of R-12.
Exception: Pools deriving more than 60 percent of the energy for heating from site-recovered energy or solar energy source.
CHAPTER 13 - GENERAL MECHANICAL SYSTEM REQUIREMENTS
(Amd) M1301.1 Scope. The provisions of this chapter shall govern the installation of mechanical systems not specifically covered in other chapters applicable to mechanical systems. Installations of mechanical appliances, equipment and systems not addressed by this code shall comply with the applicable provisions of the International Mechanical Code and requirements as noted in Section R101.4.1 for Fuel Gas.
CHAPTER 16 - DUCT SYSTEMS
(Amd) M1601.1.1 Above-ground duct system. Above-ground duct systems shall conform to the following:
CHAPTER 19 - SPECIAL FUEL-BURNING SYSTEMS
(Amd) M1904.1 Installation. Gaseous hydrogen systems shall be installed in accordance with the applicable requirements of Section M1307.4 and M1903.1 and the Connecticut State Fire Safety Code, the International Building Code, and the requirements as noted in Section R101.4.1 for Fuel Gas.
CHAPTER 24 - FUEL GAS
(Amd) G2402.3 Terms defined in other codes. Where terms are not defined in this code and are defined in other portions of the 2005 State Building Code, such terms shall have the meanings ascribed to them as in those portions of the code.
(Amd) G2411.1.1 Corrugated stainless steel tubing (CSST). CSST gas piping shall be bonded in accordance with manufacturer's installation instructions.
(Amd) G2412.2 Liquefied petroleum gas storage. Storage facilities for liquefied petroleum gas shall be in accordance with regulations known as the Connecticut Liquefied Petroleum Gas and Liquefied Natural Gas Code adopted by the Commissioner of Administrative Services under authority of section 29-331 of the Connecticut General Statutes. On and after January 1, 2015, storage facilities for liquefied petroleum gas shall be in accordance with regulations known as the State Fire Prevention Code.
(Amd) G2415.1 Prohibited locations. Piping shall not be installed in or through a circulating air duct, return, exhaust, or a clothes chute, chimney or gas vent, dumbwaiter or elevator shaft. Piping installed downstream of the point of delivery shall not extend through any townhouse unit other than the unit served by such piping, including basements and underfloor spaces.
(Amd) G2423.1 General. Service stations for CNG fuel shall be in accordance with regulations known as the Connecticut Gas Equipment and Piping Code adopted by the State Fire Marshal under authority of section 29-329 of the Connecticut General Statutes. On and after January 1, 2015, service stations for CNG fuel shall be in accordance with regulations known as the State Fire Prevention Code.
CHAPTER 26 - GENERAL PLUMBING REQUIREMENTS
(Amd) P2601.2 Connection. Plumbing fixtures, drains and appliances used to receive or discharge liquid wastes or sewage shall be connected to the sanitary drainage system of the building or premises in accordance with the requirements of this code. This section shall not be construed to prevent indirect waste systems.
Exception: Bathtubs, showers, lavatories, clothes washers and laundry trays are not required to discharge to the sanitary drainage system where those fixtures discharge to an approved gray water recycling system.
(Add) P2602.1.1 Individual sewage disposal systems and individual water supply systems. Installations shall be approved in accordance with this code and the regulations enforced by the local health director in accordance with the Public Health Code of the State of Connecticut adopted pursuant to section 19a-36 of the Connecticut General Statutes.
(Del) P2603.6.1 Sewer depth. Delete without substitution.
CHAPTER 29 - WATER SUPPLY AND DISTRIBUTION
(Add) P2902.5.3.1 Automatic lawn sprinkler system sensor device. An automatic lawn sprinkler system shall be equipped with a rain sensor or switch that will automatically override the irrigation cycle in accordance with section 29-265b of the Connecticut General Statutes.
(Amd) P2905.9.1.3 PVC plastic pipe. A purple primer complying with ASTM F 656-02 shall be applied to all PVC solvent cemented joints. Solvent cement that is not purple in color for PVC plastic pipe conforming to ASTM D 2564-04e01 shall be applied to all joint surfaces.
CHAPTER 31 - VENTS
(Amd) P3103.1 Roof extensions. All open vent pipes that extend through a roof shall be terminated at least 12 inches (305 mm) above the roof, except that where a roof is to be used for any purpose other than weather protection, the vent extension shall be at least 7 feet (2134 mm) above the roof.
(Del) P3103.2 Frost enclosure. Delete without substitution.
CHAPTER 34 - GENERAL REQUIREMENTS
(Add) E3401.2.1 Alternative compliance. Compliance with the requirements of the 2011 NFPA 70 National Electrical Code portion of the 2005 State Building Code shall be deemed to be alternative compliance with the requirements of Chapters 34 to 43, inclusive, of this code. At the time of permit application, the permit applicant shall state which code will be followed.
CHAPTER 36 - SERVICES
(Add) E3609.7.1 Corrugated stainless steel tubing (CSST). CSST gas piping shall be bonded in accordance with manufacturer's installation instructions.
CHAPTER 38 - WIRING METHODS
(Amd) TABLE 3802.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODSa, b, c, d, e, f, g, h, i, j, k
INSTALLATION REQUIREMENTS (Requirement applicable only to wiring methods marked "A") | AC MC | EMT IMC RMC | ENT | FMC LFC | NM UF | RNC | SE | SRa | USE |
Where wiring methods run parallel with the framing member or furring strip, the wiring shall be not less than 11/4 inches from the edge of a furring strip or a framing member, such as a joist, rafter or stud, or shall be physically protected. | A | -- | A | A | A | -- | A | -- | -- |
Bored holes in framing members for wiring shall be not less than 2 inches from the edge of the joists or rafters and 11/4 inch from the edge of studs or shall be protected with a minimum 0.0625-inch steel plate or sleeve, a listed steel plate or other physical protection. | Ak | -- | Ak | Ak | Ak | -- | Ak | -- | -- |
Where wiring methods are installed in grooves, to be covered by wallboard, siding, paneling, carpeting, or similar finish, wiring methods shall be protected by 0.0625-inch thick steel plate, sleeve, or equivalent; a listed steel plate; or by not less than 11/4-inch free space for the full length of the groove in which the cable or raceway is installed. | A | -- | A | A | A | -- | A | A | A |
Securely fastened bushings or grommets shall be provided to protect wiring run through openings in metal framing members. | -- | -- | Aj | -- | Aj | -- | Aj | -- | -- |
The maximum number of 90-degree bends shall not exceed four between junction boxes. | -- | A | A | A | -- | A | -- | -- | -- |
Bushings shall be provided where entering a box, fitting or enclosure unless the box or fitting is designed to afford equivalent protection. | A | A | A | A | -- | A | -- | A | -- |
Ends of raceways shall be reamed to remove rough edges. | -- | A | A | A | -- | A | -- | A | -- |
Maximum allowable on center support spacing for the wiring method in feet. | 4.5b,c | 10l | 3b | 4.5b | 4.5i | 3d, l | 2.5e | -- | 2.5e |
Maximum support distance in inches from box or other terminations. | 12b, f | 36 | 36 | 12b, g | 12h, i | 36 | 12 | -- | 12 |
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 degree = 0.0175 rad.
CHAPTER 39 - POWER AND LIGHTING DISTRIBUTION
(Amd) FIGURE E3901.4 COUNTERTOP RECEPTACLES. Add GFCI designation to the receptacle shown in the pictorial figure at the center island countertop.
(Amd) E3902.2 Garage and accessory building receptacles. All 125-volt, single-phase, 15- or 20-ampere receptacles installed in garages and grade-level portions of unfinished accessory buildings used for storage or work areas shall have ground-fault circuit-interrupter protection for personnel.
Exceptions:
(Amd) E3902.11 Arc-fault circuit-interrupter protection. All 120-volt, single-phase, 15- and 20-ampere branch circuits supplying outlets installed in dwelling unit bedrooms shall be protected by an arc-fault circuit interrupter, listed to provide protection of the entire branch circuit.
Exception:
CHAPTER 40 - DEVICES AND LUMINAIRES
(Amd) E4002.14 Tamper-resistant receptacles. In areas specified in Section E3901.1, 125-volt, 15- and 20-ampere receptacles shall be listed tamper-resistant receptacles.
Exception: Receptacles in the following locations shall not be required to be tamper-resistant:
(Amd) E4003.12 Luminaires in clothes closets. For the purposes of this section, storage space shall be defined as a volume bounded by the sides and back closet walls and planes extending from the closet floor vertically to a height of 6 feet (1829 mm) or the highest clothes-hanging rod and parallel to the walls at a horizontal distance of 24 inches (610 mm) from the sides and back of the closet walls respectively, and continuing vertically to the closet ceiling parallel to the walls at a horizontal distance of 12 inches (305 mm) or the width of the shelf, whichever is greater. For a closet that permits access to both sides of a hanging rod, the storage space shall include the volume below the highest rod extending 12 inches (305 mm) on either side of the rod on a plane horizontal to the floor extending the entire length of the rod (see Figure E4003.12).
The listed luminaires installed in clothes closets shall be limited to surface-mounted or recessed incandescent luminaires with completely enclosed lamps, surface-mounted or recessed fluorescent luminaires, and surface-mounted fluorescent or LED luminaires identified as suitable for installation within the storage area. Incandescent luminaires with open or partially enclosed lamps and pendent luminaires or lamp-holders shall be prohibited. The minimum clearance between luminaires installed in clothes closets and the nearest point of a storage area shall be as follows:
CHAPTER 41 - APPLIANCE INSTALLATION
(Amd) E4101.6 Support of ceiling-suspended paddle fans. Ceiling-suspended fans (paddle) shall be supported independently of an outlet box or by a listed outlet box or outlet box system identified for the use and installed in accordance with Section E3905.9. Outlet boxes or outlet box systems used as the sole support of a ceiling-suspended (paddle) fan shall be listed.
CHAPTER 42 - SWIMMING POOLS
(Amd) E4204.5.2 Connections. Connections shall be made by exothermic welding or by listed pressure connections or clamps that are labeled as being suitable for the purpose and that are made of stainless steel, brass, copper or copper alloy. Connection devices or fittings that depend solely on solder shall not be used. Sheet metal screws shall not be used to connect bonding conductors or connection devices. Thread forming machine screws that engage not less than two threads are permitted.
(Amd) E4209.3 Accessibility. Hydromassage bathtub electrical equipment shall be accessible without damaging the building structure or building finish. Ground-fault circuit-interrupter devices shall be located in a readily accessible location for testing purposes. Ground-fault circuit-interrupter devices shall not be installed within the enclosure of the hydromassage tub.
CHAPTER 44 - REFERENCED STANDARDS
(Amd) ACCA Air Conditioning Contractors of America
2800 Shirlington Road, Suite 300
Arlington, VA 22206
Standard Reference Number | Title | Referenced in code section number |
Manual D-09 | Residential Duct Systems | ..M1601.1, M1602.2 |
Manual J-02 | Residential Load Calculations-Eighth Edition | ......M1401.3 |
Manual S-04 | Residential Equipment Selection | .....M1401.3 |
(Amd) ICC International Code Council, Inc.
500 New Jersey Avenue, NW
6th Floor
Washington, DC 20001
Standard reference number | Title | Referenced in code section number |
IBC-03 | International Building Code | ....G2402.3, R101.2, R301.1, R301.1.3, R301.2.2.1.1, R301.2.2.1.2, R301.2.2.4, R301.3, R308.5, R321.1, R403.1.8, R802.1.3.4, R905.10.3, Table AH107.4(1), AH107.4.3 |
ICC/ANSI A117.1-03 | Accessible and Usable Buildings and Facilities | ...........R321.3 |
ICC 400-06 | Standard on the Design and Construction of Log Structures | ...........R301.1.1 |
ICC 500-08 | ICC/NSSA Standard on the Design and Construction of Storm Shelters | ...........R323.1 |
ICC 600-08 | Standard for Residential Construction in High Wind Regions | ...........R301.2.1.1 |
IECC-09 | International Energy Conservation Code | ...........N1101.2 |
IFC-03 | International Fire Code | ..G2402.3, G2412.2, G2423.1, M2201.7, R101.4.5 |
IMC-03 | International Mechanical Code | ............G2402.3 |
IPC-03 | International Plumbing Code | ....G2402.3, Table R301.2(1), R903.4.1, AO102.6 |
(Amd) NFPA National Fire Protection Association
1 Batterymarch Park
Quincy, MA 02169-7471
Standard reference number | Title | Referenced in code section number |
13-02 | Installation of Sprinkler Systems | ...........R317.1 |
13D-02 | Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings | .P2904.1, P2904.2, P2904.6.1, R313.2.1 |
31-92 | Installation of Oil-burning Equipment | .....M1801.3.1, M1805.3 |
58-95 | Liquefied Petroleum Gas Code | ....G2412.2, G2414.6.2 |
70-08 | National Electrical Code | .E3401.1, E3401.2, E4301.1, Table E4303.2, E4304.3, E4304.4 |
72-02 | National Fire Alarm Code | .......R314.1, R314.2 |
85-04 | Boiler and construction Systems Hazards Code | .........G2452.1 |
211-03 | Chimneys, Fireplaces, Vents and Solid Fuel Burning Appliances | ....G2427.5.5.1, R1002.5 |
259-03 | Test Method for Potential Heat of Building Materials | .....R316.5.7, R316.5.8 |
286-00 | Standard Methods of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth | ......R302.9.4, R316.4, R316.5.8, R316.6 |
501-05 | Standard on Manufactured Housing | ........R202, AE201 |
853-07 | Standard for the Installation of Stationary Fuel Cell Power Systems | .........M1903.1 |
APPENDIX - E - MANUFACTURED HOUSING USED AS DWELLINGS
(Amd) AE101.1 General. The provisions of Appendix E shall be applicable only to a manufactured home used as a single dwelling unit and shall apply to the following:
These provisions shall not be applicable to the design and construction of manufactured homes and shall not be deemed to authorize either modifications or additions to manufactured homes where otherwise prohibited.
Exception: In addition to these provisions, new and replacement manufactured homes to be located in flood hazard areas as determined locally shall meet the applicable requirements of Section R322 of this code.
(Amd) AE600.1 General. The provisions of Sections AE601 to AE606, inclusive, are applicable only upon request of the building permit applicant with the approval of the local building official.
(Amd) SECTION AE606 REFERENCED STANDARDS
ASTM C 270-07 Specification for Mortar for Unit Masonry......AE602
NFPA 501-05 Standard on Manufactured Housing.......AE201
APPENDIX G - SWIMMING POOLS, SPAS AND HOT TUBS
SECTION AG102. DEFINITIONS
(Amd) RESIDENTIAL. For the purposes of this Section, "Residential" means situated on the premises of a detached one- or two-family dwelling or which is accessory to an individual one-family townhouse for the exclusive use of its residents and invited guests.
(Amd) AG105.2 Outdoor swimming pool. Delete items 10, 10.1 and 10.2 and replace with the following:
10. Where an above-ground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure and the means of access is a ladder or steps, the ladder or steps shall be surrounded by a barrier which meets the requirements of Section AG105.2, Items 1 through 9.
(Add) AG105.6 Temporary enclosure. A temporary enclosure shall be installed prior to the electrical bonding inspection of any in-ground swimming pool unless the permanent barrier specified in Section AG105.2 is in place prior to the commencement of the installation. The temporary enclosure shall be a minimum of 4 feet (1219 mm) in height, shall have no openings that will allow passage of a 4-inch sphere and shall be equipped with a positive latching device on any openings.
(Add) AG105.7 Pool alarm. Pursuant to section 29-265a of the Connecticut General Statutes, no building permit shall be issued for the construction or substantial alteration of a swimming pool at a residence occupied by, or being built for, one or more families unless a pool alarm is installed with the swimming pool. As used in this section, "pool alarm" means a device that emits a sound of at least 50 decibels when a person or an object weighing 15 pounds or more enters the water in a swimming pool.
Exception: Hot tubs and portable spas shall be exempt from this requirement.
(Del) APPENDIX I - PRIVATE SEWAGE DISPOSAL. Delete Appendix I without substitution.
(Del)APPENDIX J - EXISTING BUILDINGS AND STRUCTURES. Delete Appendix J without substitution.
(Del) APPENDIX L - PERMIT FEES. Delete Appendix L without substitution.
(Del) APPENDIX M - HOME DAY CARE - R-3 OCCUPANCY. Delete Appendix M without substitution.
(Del) APPENDIX O - GRAY WATER RECYCLING SYSTEMS. Delete Appendix O without substitution.
(Add) APPENDIX R - WIND SPEEDS and SEISMIC DESIGN CATEGORIES
Municipality | Basic Wind Speed | Seismic Design Category1 | |
(3-second gust) (mph) | Site Class A-D | Site Class E | |
Andover | 100 | B | B |
Ansonia | 100 | B | B |
Ashford | 100 | B | B |
Avon | 100 | B | B |
Barkhamsted | 100 | B | B |
Beacon Falls | 100 | B | B |
Berlin | 100 | B | B |
Bethany | 100 | B | B |
Bethel | 100 | B | C |
Bethlehem | 100 | B | B |
Bloomfield | 100 | B | B |
Bolton | 100 | B | B |
Bozrah | 105 | B | B |
Branford | 100 | B | B |
Bridgeport | 100 | B | C |
Bridgewater | 100 | B | C |
Bristol | 100 | B | B |
Brookfield | 100 | B | C |
Brooklyn | 105 | B | B |
Burlington | 100 | B | B |
Canaan | 100 | B | B |
Canterbury | 105 | B | B |
Canton | 100 | B | B |
Chaplin | 105 | B | B |
Cheshire | 100 | B | B |
Chester | 105 | B | B |
Clinton2 | 105 | B | B |
Colchester | 105 | B | B |
Colebrook | 100 | B | B |
Columbia | 105 | B | B |
Cornwall | 100 | B | B |
Coventry | 100 | B | B |
Cromwell | 100 | B | B |
Danbury | 100 | B | C |
Darien | 100 | B | C |
Deep River | 105 | B | B |
Derby | 100 | B | B |
Durham | 100 | B | B |
East Granby | 100 | B | B |
East Haddam | 105 | B | B |
East Hampton | 100 | B | B |
East Hartford | 100 | B | B |
East Haven | 100 | B | B |
East Lyme2 | 105 | B | B |
East Windsor | 100 | B | B |
Eastford | 100 | B | B |
Easton | 100 | B | C |
Ellington | 100 | B | B |
Enfield | 100 | B | B |
Essex | 105 | B | B |
Fairfield | 100 | B | C |
Farmington | 100 | B | B |
Franklin | 105 | B | B |
Glastonbury | 100 | B | B |
Goshen | 100 | B | B |
Granby | 100 | B | B |
Greenwich | 100 | B | C |
Griswold | 105 | B | B |
Groton2 | 110 | B | B |
Guilford | 105 | B | B |
Haddam | 105 | B | B |
Hamden | 100 | B | B |
Hampton | 105 | B | B |
Hartford | 100 | B | B |
Hartland | 100 | B | B |
Harwinton | 100 | B | B |
Hebron | 100 | B | B |
Kent | 100 | B | B |
Killingly | 105 | B | B |
Killingworth | 105 | B | B |
Lebanon | 105 | B | B |
Ledyard | 110 | B | B |
Lisbon | 105 | B | B |
Litchfield | 100 | B | B |
Lyme | 105 | B | B |
Madison2 | 105 | B | B |
Manchester | 100 | B | B |
Mansfield | 105 | B | B |
Marlborough | 100 | B | B |
Meriden | 100 | B | B |
Middlebury | 100 | B | B |
Middlefield | 100 | B | B |
Middletown | 100 | B | B |
Milford | 100 | B | B |
Monroe | 100 | B | C |
Montville | 105 | B | B |
Morris | 100 | B | B |
Naugatuck | 100 | B | B |
New Britain | 100 | B | B |
New Canaan | 100 | B | C |
New Fairfield | 100 | B | C |
New Hartford | 100 | B | B |
New Haven | 100 | B | B |
New London2 | 110 | B | B |
New Milford | 100 | B | C |
Newington | 100 | B | B |
Newtown | 100 | B | C |
Norfolk | 100 | B | B |
North Branford | 100 | B | B |
North Canaan | 100 | B | B |
North Haven | 100 | B | B |
North Stonington | 110 | B | B |
Norwalk | 100 | B | C |
Norwich | 105 | B | B |
Old Lyme2 | 105 | B | B |
Old Saybrook2 | 105 | B | B |
Orange | 100 | B | B |
Oxford | 100 | B | B |
Plainfield | 105 | B | B |
Plainville | 100 | B | B |
Plymouth | 100 | B | B |
Pomfret | 105 | B | B |
Portland | 100 | B | B |
Preston | 105 | B | B |
Prospect | 100 | B | B |
Putnam | 105 | B | B |
Redding | 100 | B | C |
Ridgefield | 100 | B | C |
Rocky Hill | 100 | B | B |
Roxbury | 100 | B | B |
Salem | 105 | B | B |
Salisbury | 100 | B | B |
Scotland | 105 | B | B |
Seymour | 100 | B | B |
Sharon | 100 | B | B |
Shelton | 100 | B | C |
Sherman | 100 | B | C |
Simsbury | 100 | B | B |
Somers | 100 | B | B |
South Windsor | 100 | B | B |
Southbury | 100 | B | C |
Southington | 100 | B | B |
Sprague | 105 | B | B |
Stafford | 100 | B | B |
Stamford | 100 | B | C |
Sterling | 105 | B | B |
Stonington2 | 110 | B | B |
Stratford | 100 | B | C |
Suffield | 100 | B | B |
Thomaston | 100 | B | B |
Thompson | 100 | B | B |
Tolland | 100 | B | B |
Torrington | 100 | B | B |
Trumbull | 100 | B | C |
Union | 100 | B | B |
Vernon | 100 | B | B |
Voluntown | 105 | B | B |
Wallingford | 100 | B | B |
Warren | 100 | B | B |
Washington | 100 | B | B |
Waterbury | 100 | B | B |
Waterford2 | 110 | B | B |
Watertown | 100 | B | B |
West Hartford | 100 | B | B |
West Haven | 100 | B | B |
Westbrook2 | 105 | B | B |
Weston | 100 | B | C |
Westport | 100 | B | C |
Wethersfield | 100 | B | B |
Willington | 100 | B | B |
Wilton | 100 | B | C |
Winchester | 100 | B | B |
Windham | 105 | B | B |
Windsor | 100 | B | B |
Windsor Locks | 100 | B | B |
Wolcott | 100 | B | B |
Woodbridge | 100 | B | B |
Woodbury | 100 | B | B |
Woodstock | 100 | B | B |
Footnotes:
(Del) 2005 NFPA 70 NATIONAL ELECTRICAL CODE
Delete the document and its amendments in their entirety and substitute with the 2011 NFPA 70 National Electrical Code as amended herein:
AMENDMENTS TO THE 2011 NFPA 70 National Electrical Code
Sections 90.1 to 840.170, inclusive, shall be known as the 2011 National Electrical Code portion of the 2005 State Building Code, hereinafter referred to as "the code" or "this code".
ARTICLE 90 - INTRODUCTION.
(Amd) 90.2 Scope.
(Amd) 90.4 Enforcement. Administration of this code shall be in accordance with the provisions of Chapter 1 of the 2003 International Building Code portion of the 2005 State Building Code. For the purpose of this code, the authority having jurisdiction for interpreting the rules and for granting the special permission contemplated in a number of rules is the State Building Inspector. Interpretations shall be requested in writing from the Office of the State Building Inspector. Special permission shall be requested in writing using the Request for Modification of the State Building Code form available from local building departments or from the Office of the State Building Inspector, 1111 Country Club Road, Middletown, CT 06457. www.ct.gov/dcs.
CHAPTER 1 - GENERAL
ARTICLE 100 - Definitions.
(Amd) Authority Having Jurisdiction. The organization, office or individual responsible for approving equipment, material, an installation, or a procedure. The local building official has the responsibility for approving construction documents, issuing permits, approving materials and procedures and for making inspections from time to time as the construction process requires. The State Building Inspector has the responsibility for administering the State Building Code, interpreting the State Building Code and for granting exceptions from specific rules of the State Building Code. See the definition of "Special Permission" and Article 90.4.
(Amd) Special Permission. For the purpose of this code, the authority having jurisdiction for granting the special permission contemplated in a number of rules is the State Building Inspector. Special permission shall be requested in writing using the Request for Modification of the State Building Code form available from local building departments or from the Office of the State Building Inspector, 165 Capitol Avenue, Room 265, Hartford, CT 06106.
CHAPTER 2 - WIRING AND PROTECTION
(Amd) 210.8 Ground-Fault Circuit-Interrupter Protection for Personnel.
(Amd)
Exception to (2): Receptacles that are not readily accessible.
Exception to (3): Receptacles that are not readily accessible and are supplied by a branch circuit dedicated to electric snow-melting, deicing, or pipeline and vessel heating equipment may be installed in accordance with 426.28 or 427.22, as applicable.
Exception to (5): A receptacle supplying only a permanently installed fire alarm or burglar alarm system shall not be required to have ground-fault circuit-interrupter protection.
Receptacles installed under the exception to 210.8(A) (5) shall not be considered as meeting the requirements of 210.52(G).
(Amd) 210.12 Arc-Fault Circuit - Interrupter Protection. All 120-volt, single-phase, 15- and 20-ampere branch circuits supplying outlets installed in dwelling unit bedrooms shall be protected by an arc-fault circuit interrupter, listed to provide protection of the entire branch circuit.
Exceptions:
(Amd) 250.50 Grounding Electrode System. If available on the premises at each building or structure served, each item in 250.52(A)(1) to (A)(6), inclusive, shall be bonded together to form the grounding electrode system. Where none of these grounding electrodes are available, one or more of the grounding electrodes specified in 250.52(A)(4) to (A)(7), inclusive, shall be installed and used.
(Add) 250.104 (B) Corrugated Stainless Steel Tubing (CSST). CSST gas piping shall be bonded in accordance with manufacturer's installation instructions.
CHAPTER 3 - WIRING METHODS AND MATERIALS
(Amd) 300.4 (E) Cables, Raceways or Boxes Installed Under Roof Decking. A cable, or raceway-type wiring method, or box installed in exposed or concealed locations under metal-corrugated sheet roof decking, shall be installed and supported so the nearest outside surface of the cable or raceway is not less than 11/2 inch (38 mm) from the nearest surface of the roof decking.
Exception: Rigid metal conduit and intermediate metal conduit shall not be required to comply with 300.4(E).
(Add) 300.4.1 Drilling and Notching.
Exception: Notches on cantilevered portions of rafters are permitted provided the dimension of the remaining portion of the rafter is not less than 4 inch nominal (102 mm) and the length of the cantilever does not exceed 24 inches (610 mm).
Exceptions:
Exception: Galvanized metal ties are not required when the entire side of the wall with the notch is covered by wood structural panel sheathing.
CHAPTER 4 - EQUIPMENT FOR GENERAL USE
(Amd) 422.16 (B) (2) Built-in Dishwashers and Trash Compactors. Built-in dishwashers and trash compactors may be cord-and-plug connected with a flexible cord identified as suitable for the purpose in the installation instructions of the appliance manufacturer where all of the following conditions are met.
Exception: A listed dishwasher or trash compactor distinctly marked to identify it as protected by a system of double insulation, or its equivalent, shall not be required to be terminated with a grounding-type attachment plug.
CHAPTER 5 - SPECIAL OCCUPANCIES
(Del) 550.25 Arc-Fault Circuit-Interrupter Protection. Delete without substitution.
CHAPTER 6 - SPECIAL EQUIPMENT
(Amd) 680.73 Accessibility. Hydromassage bathtub electrical equipment shall be accessible without damaging the building structure or building finish. Where the hydromassage bathtub is cord- and plug-connected with the supply receptacle accessible only through a service access opening, the receptacle shall be installed so that its face is within direct view and not more than 1 foot (300 mm) of the opening. Ground-fault circuit-interrupter devices shall be located in a readily accessible location for testing purposes. Ground-fault circuit-interrupter devices shall not be installed within the enclosure of the hydromassage tub.
CHAPTER 7 SPECIAL CONDITIONS
700.7 Signs.
(Amd)
(A) Emergency Sources A sign shall be placed at the service-entrance equipment, at the meter location, and on any equipment up to the service-entrance equipment indicating type and location of on-site emergency power sources.
Exception: A sign shall not be required for individual unit equipment as specified in 700.12(F).
701.7 Signs.
(Amd)
Exception: A sign shall not be required for individual unit equipment as specified in 701.12(G).
702.7 Signs.
(Amd)
Conn. Agencies Regs. § 29-252-1d