2018 connecticut state building code2018 connecticut state building code

2015 IBC portion of the 2018 CT State Building Code Adopts With Amendments: International Building Code 2015 (IBC 2015) Change Code Code Compare Chapter 1 Scope and Administration Chapter 2 Definitions Chapter 3 Use and Occupancy Classification Chapter 4 Special Detailed Requirements Based on Use and Occupancy Seismic ground motion values shall be determined in accordance with this section. Middletown, CT 06457-9294 2015 International Building Code Portion of the 2018 Connecticut State Building Code is a fully integrated, Connecticut-specific building code based on the 2015 International Building Code and references ICC A117.1-2009, Standard for Accessible And Usable Buildings And Facilities. 2018 CONNECTICUT STATE BUILDING CODE - ICC Digital Codes The 2022 SBC adopts the following model codes: The 2018 ConnecticutState Building Code is based on the International Code Councils widely-adopted 2015 International Codes and references the ICC A117.1-2009 standard for accessibility, and applies to projects with permit applications filed from October 1, 2018 to September 30, 2022. Responds to code questions from design and construction professionals, and members of the public. The bill required the state building inspector and the Codes and Standards Committee to revise the State Building Code. Digitization of Building Codes Working Group, AGENDA & MEETING NOTICE : Deck construction for one- and two-family dwellings must comply with the 2015 International Residential Code portion of the 2018 Connecticut State Building Code. OSBI also: Provides building code interpretations Building Code, 2015 (IBC 2015) Change Code. Values shall be determined in accordance with Section 11.4.7 of ASCE 7. 2017 NEC (NFPA 70) 2009 ICC/ANSI A117.1 Coming into effect: July 1, 2018 (projected) Apply to projects with primary permit application on or after that date Will consider approving modification requests to use 2016 SBC under extenuating circumstances. 2022 Connecticut State Fire Prevention Code, 2018 Connecticut Chapter 2 Definitions. Substantive Concerns: 1. Categories Connecticut Currently Viewing First Version: Oct 2018 Start Free 14-day Premium Complete Trial . Bracing members other than those that are part of the. Are sufficient to pose a threat to the public if released. Code Compare. The building or structure has collapsed, has partially collapsed, has moved off its foundation or lacks the necessary support of the ground. Where terms are not defined in this code and are defined in. Connecticut | Building Energy Codes Program The deflection criterion for interior partitions is based on the horizontal load defined in, The above deflections do not ensure against ponding. Once approved, the amendments become part of the state building code and are applied statewide. Designated earthquake, hurricane or other emergency shelters. PDF Validation request - ICC The maximum considered earthquake spectral response acceleration for short periods. See Section 12.12.1 of ASCE 7 for drift limits applicable to earthquake loading. 2016 CT.gov | Connecticut's Official State Website, regular 2016 CT.gov | Connecticut's Official State Website, regular Structural members not having direct connections to the columns. 2016 Connecticut State Building Code Notice Adoption of the 2022 Connecticut State Fire Prevention Code. 2018 Connecticut State Building Code Significant Changes to The 2015 Adopted Model Codes PDF CONNECTICUT STATE BUILDING CODE SMORGASBOARD - CT.gov CT Fire Safety and Prevention Codes Structural members having direct connections to the columns, including girders, beams, trusses and spandrels. Is ignitable at 14.7 psia (101 kPa) when in a mixture of 13 percent or less by volume with air; or. M. Jodi Rell. Aviation control towers, air traffic control centers and emergency aircraft hangars. For leeward and sidewalls, and for windward and leeward roofs, Calculated pressures at local discontinuities acting over specific edge strips or corner boundary, Where applicable, the calculated pressures at discontinuities (. The first 2009 Amendment to the 2005 State Building Code updated the energy code for residential and commercial buildings to the 2006 IECC. Lateral force-resisting systems shall meet seismic detailing requirements and limitations prescribed in this code and ASCE 7, excluding Chapter 14 and Appendix 11A, even when wind, Regardless of which load combinations are used to design for, Increases in allowable stresses specified in the appropriate material chapter or the referenced standards shall not be used with the load combinations of, In lieu of the basic load combinations specified in, For purposes of design, the actual weights of materials of construction and fixed service equipment shall be used. Physical changes such as pressure tank ruptures. Where sliding is used to isolate the elements, the effects of friction between sliding elements shall be included as a force. As an alternative to ASCE 7 Chapters 27 and 30, the following provisions are permitted to be used to determine the wind effects on regularly shaped buildings, or. 2021 ISPSC portion of the 2022 CT State Building Code ISPSC 2021 amended Connecticut Storm Shelter Code 2020 ICC 500, 2020 not amended Connecticut Life Safety Code 2021 NFPA 101, 2021 amended 2020 NFPA 70 portion of the 2022 CT State Building Code NFPA 70, 2020 amended Life Safety Code of CMS NFPA 101, 2012 not amended Vertical ties shall consist of continuous or spliced reinforcing, continuous or spliced members, 1605.2 Load Combinations Using Strength Design or Load and Resistance Factor Design, 1605.3 Load Combinations Using Allowable Stress Design, 1605.3.2 Alternative Basic Load Combinations, 1607.3.1 Group R-1 Bed and Breakfast Establishments, 1607.7.2 Fire Truck and Emergency Vehicles, 1607.8 Loads on Handrails, Guards, Grab Bars, Seats and Vehicle Barriers, 1607.8.2 Grab Bars, Shower Seats and Dressing Room Bench Seats, 1607.9.3 Elements Supporting Hoists for Faade Access Equipment, 1607.9.4 Lifeline Anchorages for Faade Access Equipment, 1607.10.1 Basic Uniform Live Load Reduction, 1607.10.2 Alternative Uniform Live Load Reduction, 1607.12.2.1 Ordinary Roofs, Awnings and Canopies, 1607.12.3.1 Vegetative and Landscaped Roofs, 1607.12.5.2 Photovoltaic Panels or Modules, 1607.12.5.3 Photovoltaic Panels or Modules Installed as an Independent Structure, 1607.12.5.4 Ballasted Photovoltaic Panel Systems. For dry floodproofed nonresidential buildings, The elevation of the bottom of the lowest horizontal structural member as required by the. For OMFs and OCBFs, design is in accordance with AISC 341. The 2016 SBC adopts the following model codes: Search online cataglog for availability and locations. 2015 IBC portion of the 2018 CT State Building Code. Municipal Codes - CT Judicial Branch Law Library Services Storage warehouses (shall be designed for heavier, Exterior columns without cantilever slabs. The tile shall be single lapped interlocking with a minimum head lap of not less than 2 inches (51 mm). The provisions of Section 1613.4 shall be permitted as alternatives to the relevant provisions of ASCE 7. 2018 CONNECTICUT STATE BUILDING CODE - ICC Digital Codes Pursuant to section 29-252 of the Connecticut General Statute, the following national model codes, as amended herein, are adopted and shall be known as the 2018 Connecticut State Building Code: 2015 International Building Code 2009 ICC A117.1 Accessible and Usable Buildings and Facilities 2015 International Existing Building Code 2015 Internatio. INDEX, 2018 Connecticut State Building Code - 2015 IBC Portion | ICC Digital Codes This is a fully integrated code is based on the 2015 IBC and references the ICC A117.1-2009 standard for accessibility. More than 12 feet (3658 mm) above the finished ground level at any point. 2016 Connecticut State Building Code (including Errata #1) The provisions of this chapter shall govern the structural design of buildings, structures and portions thereof regulated by this code. CHAPTER 9 FIRE PROTECTION SYSTEMS, 2018 Connecticut State Building Code - 2015 IBC Portion | ICC Digital Codes favorite_border 2018 Connecticut State Building Code - 2015 IBC Portion BASIC Upgrade to Premium CHAPTER 9 FIRE PROTECTION SYSTEMS First Version: Oct 2018 All Codes Connecticut Legend Information Code Sections My Notes The horizontal distributed load need only be applied to the partition framing. Fire, rescue, ambulance and police stations and emergency vehicle garages. The Office of State Fire Marshal is announcing its intent to adopt the 2022 Connecticut State Fire Prevention Codebased on the 2021 edition of NFPA 1 - Fire Code. The deflection of steel structural members shall not exceed that permitted by AISC 360, AISI S100, ASCE 8, SJI CJ, SJI JG, SJI K or SJI LH/DLH, as applicable. The 2016 Connecticut State Building Code applies to projects with permit applications filed from October 1, 2016 to September 30, 2018. 1612.3 Establishment of Flood Hazard Areas, MCE spectral response accelerations shown in, 1613.3.3 Site Coefficients and Adjusted Maximum Considered Earthquake Spectral Response Acceleration Parameters, 1613.3.4 Design Spectral Response Acceleration Parameters, 1613.3.5 Determination of Seismic Design Category, 1613.3.5.1 Alternative Seismic Design Category Determination, 1613.4.1 Additional Seismic Force-Resisting Systems for Seismically Isolated Structures, 1613.5.1 Transfer of Anchorage Forces Into Diaphragm, 1613.6 Ballasted Photovoltaic Panel Systems, 1615.3.2 Structural Steel, Open Web Steel Joist or Joist Girder, or Composite Steel and Concrete Frame Structures. This summary is offered for informational purposes only. 2018 Connecticut State Building Code - 2015 IRC Portion BASIC Upgrade to Premium CHAPTER 3 BUILDING PLANNING. Please type the text you see in the image into the text box and submit Adopts With Amendments: International Building Code 2015 (IBC 2015) Change Code Code Compare. 2015 IBC portion of the 2018 CT State Building Code, Chapter 3 Use and Occupancy Classification, Chapter 4 Special Detailed Requirements Based on Use and Occupancy, Chapter 5 General Building Heights and Areas, Chapter 7 Fire and Smoke Protection Features, Chapter 15 Roof Assemblies and Rooftop Structures, Chapter 25 Gypsum Board, Gypsum Panel Products and Plaster, Chapter 30 Elevators and Conveying Systems, Chapter 32 Encroachments Into the Public Right-of-Way, Chapter 33 Safeguards During Construction, Appendix C Group UAgricultural Buildings, Appendix E Supplementary Accessibility Requirements, Appendix L Earthquake Recording Instrumentation, Appendix M Tsunami-Generated Flood Hazard, Appendix N Municipality Specific Structural Design Parameters. The alternate wind design provisions in this section are simplifications of the ASCE 7 Directional Procedure. The roof tiles shall be either loose laid on battens, mechanically fastened. For SI: 1 foot = 304.8 mm, 1 square foot = 0.0929m, 1609.6.4.1 Main Windforce-Resisting Systems. On page 15, Section 113.2.1 regarding qualifications of the members of the . Chapter 4 Special Detailed Requirements Based on Use and Occupancy. Add to Favorites This fully integrated code is based on the 2015 IRC. Gust effect factor for rigid structures in accordance with ASCE 7 Section 26.9.1. The 2018 SBC adopts the following model codes: The 2016 Connecticut State Building Code is based on the International Code Council's widely-adopted 2015 International Codes, and applies to projects with permit applications filed from October 1, 2016 to September 30, 2018. It seems that JavaScript is not working in your browser. The uniformly distributed, concentrated and impact floor, The following information related to wind, The following information related to seismic, The design load-bearing values of soils shall be shown on the, For buildings located in whole or in part in, Building, structures and parts thereof shall be designed and constructed in accordance with. Finish light floor plate construction, 28. See, The wind load is permitted to be taken as 0.42 times the "component and cladding", For aluminum structural members or aluminum, Power-generating stations, water treatment, and Are sufficient to pose a threat to the public. A material that is a gas at 68F (20C) or less at 14.7 pounds per square inch atmosphere (psia) (101 kPa) of pressure [a material that has a boiling point of 68F (20C) or less at 14.7 psia (101 kPa)] which: 1. Flood load in accordance with Chapter 5 of ASCE 7. Wind tunnel tests in accordance with ASCE 49 and Sections 31.4 and 31.5 of ASCE 7. Chapter 6 Types of Construction. The 2009 IECC was adopted in September 2011 and became effective October 6, 2011. 2015 International Energy Conservation Code, 2009 ICC A117.1 Accessible and Usable Buildings & Facilities, 2012 International Existing Building Code, 2012 International Energy Conservation Code. Ceiling and roof soffits located a minimum horizontal distance of 10 feet (3048 mm) from the outer edges of the ceiling or roof soffits. Structural systems and members thereof shall be designed to have adequate stiffness to limit deflections and lateral drift. Load due to fluids with well-defined pressures and maximum heights. 2015 IEBC portion of the 2018 CT State Building Code, Chapter 3 Provisions for All Compliance Methods, Chapter 14 Performance Compliance Methods, Chapter A1 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings, Chapter A2 Earthquake Hazard Reduction in Existing Reinforced Concrete and Reinforced Masonry Wall Buildings With Flexible Diaphragms, Chapter A3 Prescriptive Provisions for Seismic Strengthening of Cripple Walls and Sill Plate Anchorage of Light, Wood-Frame Residential Buildings, Chapter A4 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls, Chapter A5 Earthquake Hazard Reduction in Existing Concrete Buildings, Appendix B Supplementary Accessibility Requirements for Existing Buildings and Facilities, Appendix C Guidelines for the Wind Retrofit of Existing Buildings, Chapter C2 Roof Deck Fastening for High-Wind Areas, Resource A Guidelines on Fire Ratings of Archaic Materials and Assemblies, Section 1012 Change of Occupancy Classification, Section 702 Building Elements and Materials. 6.2.2 Unless otherwise specified, select the wind zone based on the strength design wind speed. The text of Section 6.2.2 of ASTM E1996 shall be substituted as follows: Garage door glazed opening protection for wind-borne debris shall meet the requirements of an, When required, the ultimate design wind speeds of Figures, For each wind direction considered, an exposure category that adequately reflects the characteristics of ground surface irregularities shall be determined for the, For each selected wind direction at which the wind, A ground surface roughness within each 45-degree (0.79 rad) sector shall be determined for a distance upwind of the. Chapter 3: Building Planning, 2015 IRC portion of the 2018 CT State Lift coefficient. In 1979, legislation was passed requiring that the State Building and Fire Safety Codes promote and ensure the design and construction of energy-conserving buildings and the use of renewable resources. Is designed to transport 16 or more passengers, including the driver. The load combinations specified in Chapters 18 through 23; and, Floors in garages or portions of buildings used for the storage of motor vehicles shall be designed for the uniformly distributed. The 2016 Connecticut State Building Code applies to projects with permit applications filed from October 1, 2016 to September 30, 2018. Any town, city, borough, or interested person may propose amendments to the state building code. Where terms are not defined through the methods authorized by this section, such terms shall have ordinarily accepted meanings such as the context implies. The 2018 CSBC Amendments of model codes ICC and NFPA model codes: PO Box 191465 The lift coefficient for, Roof pressure coefficient for each applicable roof, Moment arm, feet (mm) from the axis of rotation to the point of uplift on the roof tile. Is a gas at 68F (20C) or less at 14.7 pounds per square inch atmosphere (psia) (101 kPa) of pressure; and. Some of the features on CT.gov will not function properly with out javascript enabled. SUMMARY OF KEY RESIDENTIAL ENERGY CODE REQUIREMENTS 2015 IECC with Connecticut specific amendments went into effect on October 1, 2018. To the centerline of a street, an alley or. Designs using TIA-222 for antenna-supporting structures and antennas, provided the horizontal extent of Topographic Category 2 escarpments in Section 2.6.6.2 of TIA-222 shall be 16 times the height of the escarpment. The design rainfall shall be based on the 100-year hourly rainfall rate indicated in Figure 1611.1 or on other rainfall rates determined from, Roofs equipped with hardware to control the rate of drainage shall be equipped with a secondary drainage system at a higher elevation that limits accumulation of water on the roof above that elevation. Chapter 1 Scope and Administration. The hill, ridge or escarpment is unobstructed upwind by other such topographic features for a distance from the high point of 50 times the height of the hill or 1 mile (1.61 km), whichever is greater. other codes adopted as portions of the Connecticut State Building Code, Officials certified in accordance with the provisions of section 29-298 of the Connecticut General Statutes, and employed by the, by the Department of Consumer Protection pursuant to chapters 390, 391, 396 or 396a of Connecticut General Statutes, and acting within the scope of his or her license and practice discipline, CABLE-RESTRAINED, AIR-SUPPORTED STRUCTURE, Registered design professional in responsible charge, EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS), EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) WITH DRAINAGE, FIBER-CEMENT (BACKER BOARD, SIDING, SOFFIT, TRIM AND UNDERLAYMENT) PRODUCTS, HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATE (HPL), HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATE (HPL) SYSTEM, IMMEDIATELY DANGEROUS TO LIFE AND HEALTH (IDLH), REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, [BS] RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCE, ROOF ASSEMBLY (For application to Chapter 15 only), Has a gross vehicle weight rating of 10,000 pounds (4540 kg) or more; or. Errata #1 - Separate Document 12/31/16. Chapter 2 Definitions. Building Codes by State - Insurance Institute for Business & Home Safety The code adoption is an open and rigorous process, and is performed in conjunction with the Codes & Standards Committee and many other stakeholders. All other members not identified above including: For a sloped roof, the number of inches of rise per foot (for SI: Cab-operated or remotely operated bridge cranes (powered), Bridge cranes or monorail cranes with hand-geared bridge, trolley and hoist, Ultimate design wind speeds determined from Figures. Design wind pressures to be used for exterior component and cladding materials not specifically designed by the. The maximum thickness of the tail of the tile shall not exceed 1.3 inches (33 mm). This table is based on 140 mph wind speeds and a 45-foot mean roof height. 2015 IBC portion of the 2018 CT State Building Code, Chapter 3 Use and Occupancy Classification, Chapter 4 Special Detailed Requirements Based on Use and Occupancy, Chapter 5 General Building Heights and Areas, Chapter 7 Fire and Smoke Protection Features, Chapter 15 Roof Assemblies and Rooftop Structures, Chapter 25 Gypsum Board, Gypsum Panel Products and Plaster, Chapter 30 Elevators and Conveying Systems, Chapter 32 Encroachments Into the Public Right-of-Way, Chapter 33 Safeguards During Construction, Appendix C Group UAgricultural Buildings, Appendix E Supplementary Accessibility Requirements, Appendix L Earthquake Recording Instrumentation, Appendix M Tsunami-Generated Flood Hazard, Appendix N Municipality Specific Structural Design Parameters, Section 1006 Number of Exits and Exit Access Doorways. United States, Northeast Energy Efficiency Partnership (NEEP). Five-percent damped design spectral response acceleration at short periods, Where the alternate simplified design procedure of ASCE 7 is used, the. The. Wind directionality factor in accordance with ASCE 7 Table 26-6. Copyright Contractor Resource document.write(new Date().getFullYear()). 2018 CONNECTICUT STATE BUILDING CODE - ICC Digital Codes Pursuant to sections 29-252a and 29-253 of the Connecticut General Statutes, respectively, this code shall be the building code for all towns, cities and boroughs and all state agencies. A second 2009 Amendment to the 2005 State Building Code revised Chapter 541, Sec. Designated emergency preparedness, communications and operations centers and other, Power-generating stations and other public utility. increased snow. PDF CODE CHANGE HIGHLIGHTS - Insulation Institute ENERGY EFFICIENCY AND RENEWABLE ENERGY, Forrestal Building The building or other structure is not sensitive to dynamic effects. 2015 IEBC portion of the 2018 CT State Building Code. 60 percent for members supporting two or more floors. What do I need for a permit to build a deck at my home? State Fire Prevention Code, Regulations of Connecticut State Agencies, 2016 Connecticut State Building Code Errata #1, Connecticut Office of the State Building Inspector, Chapter 3 Use and Occupancy Classification, Chapter 4 [CE] Commercial Energy Efficiency, Section 1006 Number of Exits and Exit Access Doorways, Section 1106 Size of Conductors, Leaders and Storm Drains, https://portal.ct.gov/DAS/Office-of-State-Building-Inspector/Office-of-State-Building-Inspector, https://portal.ct.gov/DAS/Office-of-State-Fire-Marshal/Office-of-State-Fire-Marshal/Contact. Pursuant to section 29-270a of the Connecticut General Statutes, at least one primary entrance to any covered mall building, anchor store or retail business (Group M) with more than 50,000 square feet (4645 m 2) of floor space shall be equipped with an automatically operating door or doors in sequence, installed in accordance with applicable . The lateral force shall be assumed to act horizontally at the traction surface of a runway beam, in either direction perpendicular to the beam, and shall be distributed with due regard to the lateral stiffness of the runway beam and supporting structure. 11. It seems that JavaScript is not working in your browser. There exists a significant risk of collapse, detachment or dislodgment of any portion, member, appurtenance or ornamentation of the building or structure under service. The same is required of renovation projects that are expected to cost two million or more. For the design of the MWFRS and for components and cladding, the sum of the internal and external net pressure shall be based on the net pressure coefficient, When using the alternative all-heights method, wind pressures shall be applied simultaneously on, and in a direction normal to, all building envelope, Wind pressure for each component or cladding element is applied as follows using, Each portion of a roof shall be designed to sustain the load of rainwater that will accumulate on it if the primary drainage system for that portion is blocked plus the uniform load caused by water that rises above the inlet of the secondary drainage system at its design flow. Chapter 16: Structural Design, 2015 IBC portion of the 2018 CT State Nonliquefied compressed gases are gases, other than those in solution, which are in a packaging under the charged pressure and are entirely gaseous at a temperature of 68F (20C). 2018 Connecticut State Building Code - 2015 IRC Portion Where there is no year mentioned, the code for that column has not been adopted. Chapter 1 Scope and Administration. Elevator machine room and control room grating, 12. A second 2009 Amendment to the 2005 State Building Code revised Chapter 541, Sec. Compliance is determined through construction documents submitted to the local building official showing detailed building data, features, and equipment systems governed under the code. On which water is impounded, in whole or in part, and the secondary drainage system is functional but the primary drainage system is blocked. Chapter 3 Provisions for All Compliance Methods Chapter 4 Prescriptive Compliance Method . To an imaginary line between two buildings on the lot. 2018 Connecticut State Building Code - Contractor Resource Additional depth of water on the undeflected roof above the inlet of secondary drainage system at its design flow (i.e., the hydraulic head), in inches (mm). The exposed width of the tile shall be between 0.67 and 1.25 feet (204 mm and 381 mm). A chemical that has a median lethal dose (LD, A chemical that has a median lethal concentration (LC. Coefficients and variables used in the alternative all-heights method equations are as follows: When using the alternative all-heights method, the MWFRS, and components and cladding of every structure shall be designed to resist the effects of wind pressures on the building envelope in accordance with Equation 16-35. PDF Upcoming Changes to the Connecticut State Building Code - StarChapter The 2018 Connecticut State Building Code applies to permit applications filed after October 1, 2018. Municipal Codes - CT Judicial Branch Law Library Services Connecticut Department of Construction Services, 1111 Country Club Road A frame (constructed of plastic, wood, metal or other material) used to hold fabric in place; A core material (infill, with the correct properties for the application); and. The 2018 SBC adopts the following model codes: The 2016 ConnecticutState Building Code is based on the International Code Councils widely-adopted 2015 International Codes, andapplies to projects with permit applications filed from October 1, 2016 to September 30, 2018. Code Adoption By State - Code Check All Rights Reserved. 2018 CONNECTICUT STATE BUILDING CODE - 2015 IBC PORTION - ICC Digital Codes 2018 Connecticut State Building Code (effective 10/01/2018) 2015 International Building Code 2015 International Residential Code 2015 International 2015 International 2015 International 2015 International Plumbing Code Mechanical Code Energy Conservation Code Existing Building Code 2017 National Electrical Code 4-172 on September 2, 2009. known as the 2015 International Building Code portion of the 2018 Connecticut State Building Code. 2015 IBC portion of the 2018 CT State Building Code, Chapter 3 Use and Occupancy Classification, Chapter 4 Special Detailed Requirements Based on Use and Occupancy, Chapter 5 General Building Heights and Areas, Chapter 7 Fire and Smoke Protection Features, Chapter 15 Roof Assemblies and Rooftop Structures, Chapter 25 Gypsum Board, Gypsum Panel Products and Plaster, Chapter 30 Elevators and Conveying Systems, Chapter 32 Encroachments Into the Public Right-of-Way, Chapter 33 Safeguards During Construction, Appendix C Group UAgricultural Buildings, Appendix E Supplementary Accessibility Requirements, Appendix L Earthquake Recording Instrumentation, Appendix M Tsunami-Generated Flood Hazard, Appendix N Municipality Specific Structural Design Parameters. 2016 Connecticut State Building Code The 2016 Connecticut State Building Code applies to projects with permit applications filed from October 1, 2016 to September 30, 2018. 7/22/2020 2 . Flood design class assigned according to ASCE 24. Atomic changes (nuclear fission or fusion). Applicable internal pressure coefficient. Fasteners shall be installed at opposing ends of the. It seems that JavaScript is not working in your browser. The 2018 Connecticut State Building Code applies to permit applications filed after October 1, 2018.