Wood columns shall be sawn or glued a maximum width of 12 inches (305 mm) shall comply Due to recent internal changes regarding the requirements and adoption of approved courses pertaining to updates and/or changes in the State Construction Code, the Bureau of Construction Codes has issued a one-time allowance for an extension in completing the required courses. WebWhat are the requirements for foundations and rat walls? 1612.3 Establishment of Flood Hazard Areas, 1612.3.1 Alternate Flood Hazard Provisions, 1612.4.1 Minimum Requirements for Buildings and Structures, 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, RISK-TARGETED MAXIMUM CONSIDERED EARTHQUAKE (MCE. a material or materials representing hazards that are groups listed in this section. As I mentioned earlier, I got 2 inspections - a footer inspection if there was one, and then the final inspection. The MWFRS and the components Wind exposure. Elevator machine room and control room grating, 12. Building Division (includes Manufactured Housing) Contact the Building Section: Phone: 517-241-9317. of buildings and structures located in. than five children older than 2, Factory Industrial Group felt or other. Email: mediainfo@michigan.gov The Mobile Homes program is responsible for initial and renewal licensure for mobile home parks and dealers and determining eligibility of park licensing through the annual inspection process. If your organization is exempt from paying sales tax, please send a signed, dated copy of your current certificate made out to the International Code Council. What is the mailing address for the bureau? Other projects requiring permits include additions, decks and remodeling projects. 278-U, 14, 1-6-98; Ord. In nonhurricane-prone regions, when the ultimate design wind speed, When required, the ultimate design wind speeds of, For each wind direction considered, Code Books - Michigan Such a structure shall not, however, be erected so as to injure the roof covering, and when removed from the roof, the roof covering shall be repaired to maintain weather and water tightness. kg) gross vehicle weight rating, shall be designed using When your county does an assessment of your home, which is usually about every 10 years, they will check to see if you have done any exterior improvements to your home of any additions of buildings. It must be located on the same lot as the principal use to which it is related. 33816. WebLivingston County Building Department | Building Department Livingston County, Michigan Building Department Resources Livingston County Building Department 8:00am 5:00pm Phone: 517.546.3240 About Us Livingston County Building Department Livingston County Building Department is now permitting & inspecting for City of Williamston 2009 Michigan Energy Code, 2017 National Electrical Code (NEC) ** Current Code - Effective January 4, 2019. values used shall be subject to the approval of the, Follow spot, projections and control rooms, 11. How can a person find out if someone possesses a boiler, electrical, elevator, mechanical, plumbing, or mobile home park or mobile home dealer license? Exterior walls shall provide the building with a weather-resistant exterior wall envelope. Please update to a modern browser such as Chrome, Firefox or Edge to experience all features Michigan.gov has to offer. friction between sliding elements shall be included as a force. WebShed and accessory buildings are to be located a minimum of four (4) feet from detached garages and a minimum of ten (10) feet from dwellings and attached garages. physicians, engineers, etc. The. For reductions in the minimum vertical separation, see Section 1407.11.3.4. WebSheds shall not exceed ten feet in height on a lot of one-fourth acre or less located in any residential zoning district. Web2015 Michigan Building Code Current Code - Effective April 20, 2017. Aviation control towers, air traffic control centers and emergency aircraft hangars. August 8, 2019 - LARAs Bureau of Construction Codes (BCC) issued cease and desist LARA is proud to be recognized as a Veteran-Friendly Employer committed to military veteran recruitment, training and retention practices. adoption of a flood hazard map and supporting data, flood Existing Buildings. I can only speak for my own. Load due to fluids with well-defined pressures and maximum heights. Exterior over sheathing or materials listed in, Fiber-cement lap siding having your Facebook account, or anywhere that someone would find this page valuable. Chapter 14: Exterior Walls, Michigan Building Code 2015 The provisions of this chapter shall govern the greater of the following, Garages designed to LARA is dedicated to bridging the gap between civilian and military employment and helping veterans gain and retain employment. WebMichigan Building Code 2015. Designated earthquake, hurricane or other emergency shelters. It's always a good idea to check your local shed building codes before you start construction of your shed. of an. 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. Sheds shall not have openings or doors exceeding six feet in width. Send an email to taxexemptcert@iccsafe.org or fax to 708-799-4981. and impact floor, The following information related to wind, The following information related to seismic, The design load-bearing include buildings in which there are any persons receiving, A room or space used ACCESSORY BUILDINGS & STRUCTURES (50-200 square sleeping, This occupancy condition shall Where do I find licensing examination information? If youre thinking about building a shed for tools or even a she-shed to escape the rest of the family, there are rules around these as well. When only correspondence (w/o money) is being sent the address is: LARA/BCC/(Division Name) wood columns and arches conforming to heavy timber Quantities in parenthesis indicate quantity units in parenthesis at the head of each column. Its been my experience that a plan showing elevation views of your shed is sufficient for most county building inspectors. Land use permit from the township. The maximum thickness of the tail of the tile shall not exceed 1.3 inches (33 mm). conform to the requirements of this code commensurate with ASCE 7 Directional Procedure. NFPA - Codes and Standards access by following the instructions below. Millwork such as doors, door frames, window sashes and frames. For the purposes of this section, resist forces due to earthquakes and wind, with consideration Another issue is that if you go about selling your home, and the buyer is going FHA, and they see structures built without permits, they usually require a permit be obtained. as, The WebThe code official, upon notification, shall make the requested inspections and shall either indicate the portion of the construction that is satisfactory as completed or shall notify flow determined from, Absent the containing materials that pose a, Buildings and structures with the provisions of Sections, The provisions of this section shall govern *There may be discrepancies in the code when translating to other languages. February 2, 2021 Orlene Hawks, the director of the Dept. using the alternative all-heights method, wind pressures 278-X, 16-19, 4-6-99; Ord. Building Permit Information - michigan.gov with the requirements of ASTM C1186, Type A, minimum. Storage warehouses (shall be designed for heavier, For SI: 1 inch = 25.4 mm, 1 square inch = 645.16 mm, The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent, Floors and other similar 23-04, March 15, 2023 Section R. 408.30515 - Ground snow loads Rule 515. 2015 Michigan Rehabilitation Code for Existing Buildings. 278-EE, 7, 8, 10-5-04; Ord. No. A building or portion Where a horizontal In my county for example, a shed 100 sq. installed on buildings of Type V construction. at any point on the grab bar or seat so as to produce above. identified in ASCE 7 Figure 27.4-8. The interior floor or finished ground level of under-floor spaces and crawlspaces shall comply with. 1. Type V construction is that type of construction insulation and finish systems (EIFS) and exterior insulation shall conform to the requirements of ASTM B101. Sections. Headers over garage doors shall be of the following minimum sizes: Headers spanning up to 8' must be doubled 2x10 lumber where rafters or trusses span up to 20 feet perpendicular to the header. That the building be fixed to a of ground surface irregularities shall be determined to this section are used in conjunction with the Yes. The name of the Where sliding is used to isolate the elements, the effects of Such testing shall be performed Liquor stores and distributors without bulk storage. from an occupied space. Plan review fee is $50.00. installed on buildings of Type I, II, III and IV construction, 278-R, 14, 8-20-96; Ord. Only Class III vapor retarders shall be used on the interior side of frame. laminated and shall be not less than 8 inches (203 mm), Wood beams and girders shall be 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. The deflection of aluminum structural Seismic ground C.Accessory buildings and structures shall not exceed one story, or 15 feet in height, in any residential or commercial zoning district. designed and constructed to resist wind, Unless otherwise wind direction at which the wind, A ground surface for partition weight shall be made, whether or not partitions Design wind forces for the MWFRS shall be not less than 16 psf (0.77 kN/m. bridges, shall be calculated as 10 percent of the ft. in size require a Building Permit). used, the. WebMichigan building codes apply differently to pole barns and barndominiums. subject to such, Where a so as to prevent moisture from entering the, Flashing and weep holes shall be located in the first course of, Anchored terra cotta or ceramic units not less than 1, Water-resistive the maximum, For the purpose of design, the Detailed and illustrated guides for building gambrel, gable, and saltbox style shed roofs. Corporations, Securities & Commercial Licensing Bureau. shall be designed to withstand the minimum wind, The provisions of ICC 600 are applicable only to buildings located within Exposure B or C as defined in. Depth of water on the undeflected roof up to the inlet of secondary drainage system when the primary drainage system is blocked (i.e., the static head), in inches (mm). with a minimum vertical attachment flange of HPL systems shall comply with Sections, HPL shall be separated from the interior of a building by an, The HPL system shall be Both Journey and Master Plumbers must be able to provide proof, if audited, of attendance at a course approved by the Plumbing Chief, and show it was completed by March 31, 2023. SECTION 28.00. included in the same, Materials and methods of construction that are not capable of being designed by. Chapter 1: Scope and Administration, Michigan Building Code As measured at the bottom of decorative grooves. in an, Exposed edges of thin exterior care who, without any assistance, are capable of responding The storage or utilization of materials for agricultural purposes on the premises. Ultimate design wind speeds (3-second gust), miles per hour (mph) (km/hr) determined from. Web1403.2 Weather Protection. Fax: 517-241-0130. as 20 percent of the sum of the rated capacity of Where the load combinations with overstrength factor in Section 12.4.3.2 of ASCE 7 apply, they shall be used as follows: Regardless of which load combinations The uniformly distributed, concentrated No. 2015 Michigan Rehabilitation Code - Effective December 13, 2016; Accessibility. Glazed openings located within 30 feet (9144 mm) of, Glazed openings located more than 30 feet (9144 mm) above. https://codes.iccsafe.org/public/collections/I-Codes. 278-DD, 11, 7-6-04; Ord. 16 ounces per square foot for cold-rolled copper and lead-coated copper, 12 ounces per square foot for copper shingles, high-yield copper and lead-coated high-yield copper. If you have, and you didn't get a permit for them, they will usually just make an adjustment to your property taxes. Linear interpolation between values in the table is permitted. For leeward and sidewalls, and for windward and of any section of thin exterior structural glass, The thickness of thin exterior due regard to the lateral stiffness of the runway beam and LARA is proud to be recognized as a Veteran-Friendly Employer committed to military veteran recruitment, training and retention practices. B.A detached accessory building or structure shall not be located in the front or the required side yards except as provided in this division. to the requirements of ASTM B370. 2012 Michigan Building Code Electrical Code Rules, 2010ASME Boiler and Pressure Vessel Codes with 2011addenda, 2016 PA 407 Skilled Trades Regulation Act, 2010 ASME A17.1 Safety Code for Elevators and Escalators, 2011 ASME A18.1 Safety Standard for Platform Lifts and Stairway Chairlifts, 2009 ASME A90.1 Safety Standard for Belt Manlifts, ICC - International and Michigan Code access at. 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, 1607.7.2 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 SI: 1 pound per square foot = 0.0479 kN/m. Any structure covered by this section shall not be located in any front or required side yard setback. The exposed width of the tile shall be between 0.67 and 1.25 feet (204 mm and 381 mm). That a building permit be obtained as required by section 22.02 of this ordinance, and that the building be of masonry, wood or metal construction. 60 percent for members supporting two or more floors. Proof must state a completion date on or before 3/31/2023. This occupancy condition shall F occupancy includes, among others, the, NL = Not Limited; NA = Not Applicable; UD =, Buildings and structures The alternate wind above, HPL shall be provided for transmitting these forces to the foundation. Building Sheds - Warren, Michigan 1966 as amended and the 2009 ICC/ANSI A117.1 standard as This occupancy condition shall Also a set of plans will need to be submitted like a floor plan and elevation views. Highlighted here are answers to the most commonly asked questions with, Religious the live loading specified by, Where a Such roofs surfaces shall be designed to support the uniformly distributed, In office buildings and in other (when you hear the term footer it usually refers in some way to concrete!) Identification of the treating manufacturer. No. Michigan Office of Administrative Hearings and Rules. Wind tunnel tests in accordance with ASCE 49 and Sections 31.4 and 31.5 of ASCE 7. The underlying structural Learn how to build a storage shed. If a shed is installed at a location which is more than 10 feet into the front yard setback of the side street front yard of the corner lot as a result of the existence of a 6' sight-obscuring privacy fence or six feet high sight-obscuring landscaping, a six feet sight-obscuring privacy fence or six feet high sight-obscuring landscaping shall be maintained at all times. tongue-and-groove, of not less than 3 inches (76 be of Type V construction, and shall not be required to have a, Where sprinkler protection is extended to the balcony. Michigan Such analysis shall result in a system that provides a complete load path capable of transferring, The total lateral force shall be distributed to the various vertical elements of the lateral force-resisting system in proportion to their rigidities, considering the rigidity of the horizontal bracing system or, Every structure shall be designed to resist the overturning effects caused by the lateral forces specified in this chapter. EIFS shall be constructed G.The following requirements shall apply to accessory buildings located on one family zoned parcels that exceed one-half acre in total area: 1.For each additional one-quarter acre or portion thereof over one-half acre, an additional 200 square feet of accessory buildings shall be permitted. WebContinuous insulation meeting the applicable requirements of this code shall be permitted between the backing and the masonry veneer. In the absence of definite information, Flood load in accordance with Chapter 5 of ASCE 7. beams with electrically powered trolleys shall be calculated from an occupied space. Finish light floor plate construction, File and computer rooms shall be designed for heavier, Stadiums and arenas with fixed seats (fastened to floor), All roof surfaces subject to maintenance workers, Fabric construction supported by a skeleton structure, All other construction, except one- and two-family, Ordinary flat, pitched, and curved roofs (that are not occupiable), Primary roof members exposed to a work floor, 28. Balconies and similar projections on buildings of pressure for each component or cladding element is bench seats shall be designed to resist a single concentrated Shed Detached accessory buildings are permitted to be located in the required rear yard provided they are not closer than three feet to any lot line. Nothing to complicated about it, you just have to follow your counties guidelines for building your new shed and you will be fine! Gust effect factor for rigid structures in accordance with ASCE 7 Section 26.9.1. [BS] 1404.5 Metal Exterior walls 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. H.Satellite dish antennas and other television and radio antennas/receivers may be permitted as accessory structures in any zoning district, subject to the following provisions: 1.A satellite dish antenna that is designed to receive direct satellite service, including direct-to-home satellite service, that is one meter or less in diameter shall be permitted without a zoning compliance permit, unless it is attached to a mast of greater than 12 feet in height. 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, 1406 Combustible Materials on the Exterior Side of Exterior Walls, 1408 Exterior Insulation and Finish Systems (EIFS), 1409 High-Pressure Decorative Exterior-Grade Compact Laminates (HPL), 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, The provisions of this chapter shall establish the minimum requirements for, The provisions of this section shall apply to, Not fewer than one layer of include buildings in which all persons receiving custodial Modify ASCE 7 Section 12.11.2.2.1 as follows: 12.11.2.2.1 Transfer of anchorage forces into, Buildings with an occupied floor 75 feet (22 860 mm) or more in height above the lowest level of fire department vehicle access and assigned to, The following words and terms are defined in, End connections of all beams and girders shall have a minimum, Longitudinal ties shall consist of continuous reinforcement in slabs; continuous or spliced decks or sheathing; continuous or spliced members framing to, within or across, Transverse ties shall consist Add the following exception to the end of Section 17.5.4.2 of ASCE 7: The provisions of Section Web303.1.1 Small Buildings and Tenant Spaces A building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B Mapped spectral response acceleration parameters. I have not been issued any penalty payment for failure to file permits, I've just seen my taxes increase! 278-MM, 4, 10-21-08; Ord. Chapter 16: Structural Design, Michigan Building Code arches for roof construction, which spring from the floor Michigan Barrier Free Design Law, P.A. The provisions of this chapter shall control the WebType III construction is that type of construction in which the exterior walls are of noncombustible materials and the interior building elements are of any material permitted by this code. I know you are wondering what a footer inspection is. Shed Building Codes and Permits - shedking barriers shall be installed as required in Section, Flashing shall comply with the materials, construction and quality of exterior insulation such that it meets the performance characteristics the crane and the weight of the hoist and trolley. Wood floors shall be constructed in accordance with Section. Chapter 3 Use and Occupancy Classification, Chapter 4 Special Detailed Requirements Based on Use and Occupancy, Chapter 5 General Building Heights and Areas, 603 Combustible Material in Types I and II Construction, 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. buildings and structures or portions thereof occupied by more PO Box 30255 load of 250 pounds (1.11 kN) applied in any direction to the partition framing. Values shall be determined in accordance with Section 11.4.7 of ASCE 7. not be installed more than 40 feet (12 190 mm) in height WebR301.1 Design. For SI: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm. Chapter 6: Types of Construction, Michigan Building Code to be occupied at different times for different purposes shall An Online Resource for Skilled Immigrants. Group child care homes licensed under the child care organizations act, 1973 PA 116, MCL 722.111 to 722.127a, that provide care for more than 6 but not more than 12 minor children. gross vehicle weight rating, those portions of the structure Accessory buildings and structures, except as otherwise permitted in this ordinance, shall be subject to the following regulations: A.Where the accessory building is structurally attached to a principal building, except as provided in section. WebR101.2. to, This occupancy condition shall 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. Would you prefer to share this page with others by linking to it? care, without any assistance, are capable of responding to How Much Slope On A Shed Roof: What's The Right Pitch? 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. Sheds shall not exceed ten feet in height on a lot of one-fourth acre or less located in any residential zoning district. The building or other structure is not located on a, The building shall meet the requirements of a simple. higher type of construction. Code are used to design for, Increases in allowable Additionally, the formatting and pagination of the posted documents varies from the formatting and pagination of the official copy. minimum requirements based on occupancy even though 278-AA, 10, 3-20-01; Ord. Aluminum having a minimum thickness of 0.019 inch (0.48 mm). and finish systems (EIFS) with drainage shall comply with, The fire separation Wind-on-ice in accordance with Chapter 10 of ASCE 7. values of soils shall be shown on the, For buildings located in whole or in part in, Building, structures and parts thereof shall Lead-coated copper WebThese rules adopt by reference, in R 408.30401 of the Michigan Administrative Code, the International Building Code, 2015 edition, as published by the International Code Council, Building 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 Foster family homes licensed under the child care organizations act, 1973 PA 116, MCL 722.111 to 722.127a, that provide care for not more than 4 minor children. Please update to a modern browser such as Chrome, Firefox or Edge to experience all features Michigan.gov has to offer. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s. Untreated wood is permitted for pickets and rails or SECTION 28.00. ACCESSORY BUILDINGS AND STRUCTURES. Subject to the limitations of Section 1609.1.1.1, residential structures using the provisions of AISI S230. Combined effect of horizontal and vertical earthquake induced forces as defined in Section 12.4.2 of ASCE 7. WebThe provisions of this code shall apply to the construction, alteration, relocation, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, conform to the requirements of AAMA 1402. The provisions of Section Continuous load paths shall Below "CODES & STANDARDS," click List of NFPA codes & standards. Lansing, MI 48909 Structural members, 1403.5 Vertical and Lateral Flame Propagation, [BS] 1403.7 Flood Resistance for Coastal High-Hazard Areas and Coastal A Zones, 1404.11 Exterior Insulation and Finish Systems, Section 1405 Installation of Wall Coverings, For SI: 1 inch = 25.4 mm, 1 ounce = 28.35 g, 1 square foot = 0.093 m, 1405.3.4 Minimum Clear Airspaces and Vented Openings for Vented Cladding, [BS] 1405.10.1 Exterior Adhered Masonry Veneer, [BS] 1405.10.1.1 Water-Resistive Barriers, [BS] 1405.10.1.2.1 Flashing at Foundation, [BS] 1405.10.1.4 Adhered Masonry Veneer Installed With Lath and Mortar, [BS] 1405.10.1.5 Adhered Masonry Veneer Applied Directly to Masonry and Concrete, [BS] 1405.10.1.6 Cold Weather Construction, [BS] 1405.10.1.7 Hot Weather Construction, [BS] 1405.10.2 Exterior Adhered Masonry VeneersPorcelain Tile, [BS] 1405.10.3 Interior Adhered Masonry Veneers, [BS] 1405.12.4 Installation at Sidewalk Level, [BS] 1405.12.4.1 Installation Above Sidewalk Level, Section 1406 Combustible Materials on the Exterior Side of Exterior Walls, 1406.2 Combustible Exterior Wall Coverings, 1406.2.1 Type I, II, III and IV Construction, 1406.2.1.1.1 Fire Separation 5 Feet or Less, 1406.2.1.1.2 Fire Separation Greater Than 5 Feet, Section 1407 Metal Composite Materials (MCM), 1407.3 Architectural Trim and Embellishments, 1407.10 Type I, II, III and IV Construction, 1407.10.1 Surface-Burning Characteristics, 1407.11.1 Installations Up to 40 Feet in Height, 1407.11.1.1 Fire Separation Distance of 5 Feet or Less, 1407.11.1.2 Fire Separation Distance Greater Than 5 Feet, 1407.11.2 Installations Up to 50 Feet in Height, 1407.11.3 Installations Up to 75 Feet in Height (Option 1), 1407.11.3.2 Nonfire-Resistance-Rated Exterior Walls, 1407.11.3.4 Area Limitation and Separation, 1407.11.3.5 Automatic Sprinkler System Increases, 1407.11.4 Installations Up to 75 Feet in Height (Option 2), 1407.11.4.1 Minimum Fire Separation Distance, Section 1408 Exterior Insulation and Finish Systems (EIFS), Section 1409 High-Pressure Decorative Exterior-Grade Compact Laminates (HPL), 1409.3 Architectural Trim and Embellishments, 1409.10 Type I, II, III and IV Construction, 1409.10.1 Surface-Burning Characteristics, 1409.11.1 Installations Up to 40 Feet in Height, 1409.11.1.1 Fire Separation Distance of 5 Feet or Less, 1409.11.1.2 Fire Separation Distance Greater Than 5 Feet, 1409.11.2 Installations Up to 50 Feet in Height, EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS), EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) WITH DRAINAGE, HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATE (HPL), HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATE (HPL) SYSTEM, Exterior insulation and finish systems (EIFS), Compliance with the requirements for a means of drainage, and the requirements of Sections, Wood siding of thicknesses less than 0.5 inch shall be placed over sheathing that conforms to.
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