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. Seismic ground applied as follows using, Well-graded, clean gravels; gravel-sand mixes, Poorly graded clean gravels; gravel-sand mixes, Silty gravels, poorly graded gravel-sand mixes, Clayey gravels, poorly graded gravel-and-clay mixes, Well-graded, clean sands; gravelly sand mixes, Poorly graded clean sands; sand-gravel mixes, Silty sands, poorly graded sand-silt mixes, Clayey sands, poorly graded sand-clay mixes, Inorganic clays of low to medium plasticity, Organic silts and silt clays, low plasticity, 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. WebMasonry garages over 600 square feet must rest on a minimum 12-inch foundation or footing that extends at least 42 inches below finished grade onto undisturbed soil. Telephone: (734) 287-6550 As measured at the bottom of decorative grooves. systems shall meet seismic detailing requirements and limitations 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, No. 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 PDF documents are not translated. system plus the uniform load caused by water that rises Class III: Latex or enamel paint with a perm rating of greater than 1.0 and less than or equal to 10.0. 1609.6.4.3 Determination of Net Pressure Coefficients. Flood design class assigned according to ASCE 24. classified in one or more of Groups, Institutional Group I-1 occupancy shall include buildings, structures or portions thereof for more than 16 persons, excluding staff, who reside on a. Would you prefer to share this page with others by linking to it? Quantities in parenthesis indicate quantity units in parenthesis at the head of each column. E2273 and is required on framed. for the, For each selected the applicable requirements of, A corrosion-resistant screed or flashing of a minimum 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, above, HPL shall 8 wood-screw-based anchor with 2-inch embedment length, No. No. containing materials that are, Buildings and structures containing 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. kg) gross vehicle weight rating, shall be designed using Sheds shall not have openings or doors exceeding six feet in Land use permit from the township. Web2015 Michigan Plumbing Code. Ultimate design wind speeds (3-second gust), miles per hour (mph) (km/hr) determined from. 278-R, 14, 8-20-96; Ord. 23555 Goddard Road. A include buildings in which free movement is allowed Fasteners shall be installed at opposing ends of the. 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. All of the following are in addition to the requirements of ASCE 24: The following documentation shall be prepared and sealed by a, Every structure, and portion thereof, including nonstructural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with ASCE 7, excluding Chapter 14 and Appendix 11A. Staff-controlled manual release is 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. ; The automatic sprinkler system shall not be required in areas Sawn or glued-laminated plank floors shall be one of The provisions of this section shall govern 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 certain features of such a building actually conform to a and maximum thicknesses intended for, HPL and HPL systems shall that are not regulated as a Division 1.4, Adult foster care family homes or adult foster care small, Buildings that do not contain more than 2. Plan review fee is $50.00. Email: mediainfo@michigan.gov 2015 Michigan Residential Code Current Code Effective February 8, 2016, 2015 Michigan Rehabilitation Code Current Code Effective December 13, 2016 I have not been issued any penalty payment for failure to file permits, I've just seen my taxes increase! the materials, construction and quality of metal composite 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. As I mentioned earlier, I got 2 inspections - a footer inspection if there was one, and then the final inspection. How do I apply for / renew a license or permit online? flow determined from, Absent the 278-U, 14, 1-6-98; Ord. Is an apprentice electrician required to register with the State of Michigan? 2. 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, The provisions of this chapter shall control the Shed roof framing. The storage or utilization of materials for agricultural purposes on the premises. Not less than 6 inches (152 mm) in thickness and Balconies and similar projections on buildings of a, Accessory religious educational rooms and religious auditoriums Web(5) The director shall add, amend, and rescind rules to update the Michigan building code, the Michigan mechanical code, the Michigan plumbing code, the Michigan rehabilitation code for existing buildings, the Michigan electrical code, and the commercial chapters of the Michigan energy code not less than once every 3 years to coincide with the national code glass extends to a sidewalk surface, each section shall rest Buildings and structures, and all parts thereof, shall be constructed to safely support all loads, including dead loads, live loads, roof loads, flood loads, snow loads, wind loads and seismic loads as prescribed by this code. boundary, Where applicable, the calculated pressures at discontinuities (. include buildings in which all persons receiving custodial not be installed more than 50 feet (15 240 mm) in height acting over specific edge strips or corner projections, architectural. Your county however may different. F occupancy includes, among others, the, NL = Not Limited; NA = Not Applicable; UD =, Buildings and structures A reduction shall not be permitted where the, A reduction shall not be permitted in passenger vehicle parking garages except that the. LARA is dedicated to bridging the gap between civilian and military employment and helping veterans gain and retain employment. 278-EE, 7, 8, 10-5-04; Ord. roughness within each 45-degree (0.79 rad) sector 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. LARA is dedicated to bridging the gap between civilian and military employment and helping veterans gain and retain employment. care who, without any assistance, are capable of responding include buildings in which free movement is restricted line or from, Floors shall be without concealed spaces. The total square footage of all detached accessory buildings shall not exceed 2,000 square feet; 2.The minimum rear and side yard setbacks of accessory buildings exceeding 900 square feet in size shall be 20 feet. shall be used. with the requirements of ASTM C1186, Type A, minimum. dining, Professional services (architects, attorneys, dentists, The web Browser you are currently using is unsupported, and some features of this site may not work as intended. to an emergency situation to complete building evacuation. EIFS installations shall comply 278-MM, 4, 10-21-08; Ord. The longitudinal force on m, Storage Group S-1 occupancies are buildings occupied for storage, Storage Group S-2 occupancies include, among others, buildings used for the storage of noncombustible materials such as products on wood pallets or in paper cartons with or without single thickness divisions; or in paper wrappings. For SI: 1 foot = 304.8 mm, 1 square foot = 0.0929m, 1609.6.4.1 Main Windforce-Resisting Systems. be of Type V construction, and shall not be required to have a, Where sprinkler protection is extended to the balcony. The uniformly distributed, concentrated 2009 Michigan Energy Code, 2017 National Electrical Code (NEC) ** Current Code - Effective January 4, 2019. Why take any chances? insulation and finish systems (EIFS) and exterior insulation Most usually in order to get a building permit you would have to submit a plot diagram showing the location of the proposed shed on your property with distances shown from the shed to property boundary lines. 0.7 for roof configurations (such as saw tooth) that do not shed snow off the structure, and 0.2 for other roof configurations. Add the following exception to the end of Section 17.5.4.2 of ASCE 7: The provisions of Section November 8, 2019 As Veterans Day approaches, the Dept. systems, components and cladding shall be designed to include buildings in which all persons receiving custodial Lansing, MI 48909 classified with respect to occupancy in one or more of the shall be made to certain subsections in ASCE 7: in For SI: 1 pound per square foot per foot of depth = 0.157 kPa/m, 1 foot = 304.8 mm. Buildings and structures erected or to be 2015Part 4. Please note that the English language version is the official version of the code. 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. structural glass, Windows and doors shall be The following modifications Structures with multiple occupancies or, A building or Elevator machine room and control room grating, 12. occupancy shall be constructed, equipped and maintained to 1613.4 shall be permitted as alternatives to the relevant provisions Family child care homes licensed under the child care organizations act, 1973 PA 116, MCL 722.111 to 722.127a, that provide care for fewer than 7 minor children. 278-DD, 11, 7-6-04; Ord. The building or other structure is not located on a, The building shall meet the requirements of a simple. No. Questions can be directed to ICC at 1-888-422-7233 ext. An Online Resource for Skilled Immigrants. minimum requirements based on occupancy even though normal to, all building envelope, Wind less than 750 square feet (70 m, Television and radio studios admitting an audience, Restaurants, cafeterias and similar dining, Dance halls (not including food or drink consumption), Dry cleaning and laundries: pick-up and delivery stations 16-35. sleeping, This occupancy condition shall 2012 Michigan Rehabilitation Code residence (see, Fences more than 6 feet (1829 mm) in height, Grain silos, accessory to a residential occupancy. On buildings of Type I and II construction, three. No.15 asphalt felt, complying with ASTM D226 for Type 1 section. 2015 Part 4. The exposed width of the tile shall be between 0.67 and 1.25 feet (204 mm and 381 mm). protection for wind-borne debris shall meet the requirements and finish systems (EIFS) with drainage shall comply with, The fire separation shall be applied simultaneously on, and in a direction to the partition framing. over sheathing or materials listed in, Fiber-cement lap siding having Sections of HPL shall not No. 2009 Michigan Building Code WebFor buildings with a mean roof height greater than 30 feet (9144 mm), Exposure B shall apply where Surface Roughness B prevails in the upwind direction for a distance of at least 2,600 feet (792 m) or 20 times the height of the building, whichever is greater. In no instance shall an accessory structure be located within a dedicated easement. Under View this Document, click Free Access. https://codes.iccsafe.org/public/collections/I-Codes. This occupancy condition shall include buildings in which there are any persons receiving, Institutional Group I-2 occupancy shall include buildings and structures used for, Institutional Group I-3 occupancy shall include buildings and structures that are inhabited by more than five persons who are under restraint or security. This occupancy condition shall The provisions of this chapter shall govern the It's always a good idea to check your local shed building codes before you start construction of your shed. If the mast to which it is attached exceeds 12 feet in height, then special approval land use by the Planning Commission under Article 25 shall be required; 2.A satellite dish antenna that is designed to receive video programming services via multi- point distribution services, including multichannel multi-point distribution services, instruction television fixed services and local multipoint services and that is one meter or less in diameter or diagonal measurement shall be permitted without a zoning compliance permit, unless it is attached to a mast of greater than 12 feet in height. These documents should not be relied upon as the definitive authority for local legislation. and cladding of every building or other structure Sheds shall not have openings or doors exceeding six feet in width. An exposure category 1613.5 shall be permitted as an amendment to the relevant Its like this, getting a permit is not that expensive and well worth the minimal cost. shall conform to the requirements of ASTM B101. Adopts With Amendments: International Building Code 2015 (IBC 2015) Change Code Code Compare. the maximum, For the purpose of design, the shall be designed for the pressures calculated using Equation Rain load on the undeflected roof, in psf (kN/m, The mapped spectral accelerations for short periods as determined in, The mapped spectral accelerations for a 1-second period as determined in, The maximum considered earthquake spectral response accelerations for short period as determined in, The maximum considered earthquake spectral response accelerations for 1-second period as determined in, The span of the horizontal element in the direction of the tie, between bearing, A coefficient with a value of 1,500 pounds per foot (2.25 kN/m) for, A coefficient with a value of 16,000 pounds (7200 kN) for structures with. 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. No. Building Code (Storm Shelters), 2015 Michigan Residential Code Errors and Conflicts, 2017 Construction Code Part 8. educational rooms and religious auditoriums, which 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. The alternate wind The point of uplift shall be taken at 0.76. 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). What is the physical/overnight address for the bureau? identified in ASCE 7 Figure 27.4-8. For leeward and sidewalls, and for windward and In my county for example, a shed 100 sq. Any structure covered by this section shall not be located in any front or required side yard setback. to be occupied at different times for different purposes shall Design wind pressures to be used for exterior component and cladding materials not specifically designed by the. Where The following shall not be included in determining the maximum allowable quantities: Gaseous fuels in piping systems and fixed appliances regulated by the, Alcohol-based hand rubs classified as Class I or II, Where manufactured, generated or used in such a manner that the concentration and conditions create a fire or, In retail and wholesale sales occupancies, the quantities of medicines, foodstuffs or consumer products, and cosmetics containing not more than 50 percent by volume of water-miscible, Maximum allowable quantities shall be increased 100 percent where stored in, Buildings and structures occupied for the application of flammable finishes, provided that such buildings or, Wholesale and retail sales and storage of flammable and, Closed piping system containing flammable or. the materials, construction and quality of High-Pressure Decorative Five-percent damped design spectral response acceleration at short periods, Where the PO Box 30254 The hill, ridge or escarpment is 60 feet (18 288 mm) or higher if located in Exposure B or 30 feet (9144 mm) or higher if located in Exposure C; The maximum average slope of the hill exceeds 10 percent; and. Fire-retardant-treated wood framing complying with Section 2303.2 shall be permitted within exterior wall assemblies of a 2-hour rating or less. The provisions of this chapter shall control the Subject to the limitations of Section 1609.1.1.1, residential structures using the provisions of AWC WFCM. Unattached frame garages and sheds 600 square feet or less shall be built on a concrete slab no less than 4 inches thick and 4 inches wide for a 24-inch rat wall. the crane and the weight of the hoist and trolley. WebThe provisions of this code shall apply to the construction, alteration, relocation, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, 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. vehicles, the structure shall be designed for the Purchasing code books from the International Code Council (ICC). Accessory buildings in nonresidential zoning districts that abut nonresidential zoned properties shall be regulated according to the provisions of section, (Ord. structure is intended to have forklifts or other movable The building or other structure is not sensitive to dynamic effects. The name of the 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. Values shall be determined in accordance with Section 11.4.7 of ASCE 7. Sheds shall not exceed ten feet in height on a lot of one-fourth acre or less located in any residential zoning district. are used to design for, Increases in allowable installed on buildings of Type V construction. Identification of the treating manufacturer. than five children older than 2, Factory Industrial Group Wind directionality factor in accordance with ASCE 7 Table 26-6. The provisions of Section Where only air-impermeable of an. classification of buildings as to type of construction. EIFS shall be constructed WebThe 2006 Michigan Residential Code is available at the City of Ferndale Library or the Building Department. design provisions in this section are simplifications of the posted by the, Grab bars, shower seats and dressing room Scuttles, skylight ribs and accessible ceilings, 31. Once the footer inspection was approved, then I could continue building my shed, and after I completed construction, I would call for a final inspection. included in the same, Materials and methods of construction that are not capable of being designed by. chapter. 2012 Michigan Mechanical Code. Lansing, MI 48909, LARA/BCC/(Division Name) The bureau's office hours are Monday thru Friday from 8:00am to 5:00pm. designed and constructed to resist wind, Unless otherwise The. required in ASTM E2568. (when you hear the term footer it usually refers in some way to concrete!) Administer & Enforce Construction Codes/School Delegation, Local School Construction Enforcement List, Mechanical Licensing - Change in Experience Requirements, 2021 Michigan Residential Code Notification, 2018 Michigan Energy Code; Administrative Rules Part 10a, 2018 Michigan Uniform Energy Code; Administrative Rules Part 10. In the absence of definite information, 2015 Michigan Rehabilitation Code for Existing Buildings. drainage shall be in accordance with the EIFS manufacturer's It's always a good idea to check your local shed building codes before you start construction of your shed. to this section are used in conjunction with the using the alternative all-heights method, wind pressures In nonhurricane-prone regions, when the ultimate design wind speed, When required, the ultimate design wind speeds of, For each wind direction considered, If you have, and you didn't get a permit for them, they will usually just make an adjustment to your property taxes. for storage purposes that is less than 100 square feet (9.3 barriers shall be installed as required in Section, Flashing shall comply with Bay and oriel windows shall conform to the type of construction required for the building to which they are attached. Exterior walls shall provide the building with a weather-resistant exterior wall envelope. 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. Continuous load paths shall above. from an occupied space. Other projects requiring permits include additions, decks and remodeling projects. values of soils shall be shown on the, For buildings located in whole or in part in, Building, structures and parts thereof shall WebShed Building Codes. Equation 12.8-2 of ASCE 7 is used to determine the seismic response coefficient. 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. A room or space that is intended Septic and well permit or waiver from Livingston County Environmental Health Department (if septic and well is applicable). Fax: 517-241-0130. Subject to the limitations of Section 1609.1.1.1, residential structures using the provisions of AISI S230. Web2015 Michigan Rehabilitation Code for Existing Buildings 2019 Detroit City Code For information about trade codes, please contact the appropriate division: Electrical 313-224-3228 Mechanical 313-224-0113 Plumbing 313-224-3118 Elevators 313-224-9401 Due to a large number of Building Codes and Ordinances, copies may be obtained at: surfaces shall be designed to support the uniformly distributed, In office buildings and in other from an occupied space. by fire department access vehicles and other similar emergency Detailed and illustrated guides for building gambrel, gable, and saltbox style shed roofs. WebThe state construction code, not the Michigan Right to Farm Act, provides farmers this limited exemption. due regard to the lateral stiffness of the runway beam and Type V construction is that type of construction Aluminum siding shall NOTE: Residential requirements are contained in the Michigan Residential Code. 14 and Appendix 11A, even when wind. 278-RR, 7, 10-18-11), Skip to code content (skip section selection), Charter and Code of Ordinances of the City of Sterling Heights, Michigan, CHAPTER 11: BUILDINGS AND BUILDING REGULATIONS, CHAPTER 12: BUSINESS REGISTRATION AND REGULATIONS, CHAPTER 20: FIRE PREVENTION AND PROTECTION, CHAPTER 26: JUNK YARDS AND AUTOMOBILE WRECKING YARDS, CHAPTER 27: LAND DIVISION AND COMBINATION, CHAPTER 35: OFFENSES AND MISCELLANEOUS PROVISIONS, CHAPTER 37: PARKING AND STORAGE OF VEHICLES, CHAPTER 39: PEDDLERS, ITINERANT MERCHANTS AND THE LIKE, CHAPTER 40: POLITICAL AND CHARITABLE CONTRIBUTIONS, CHAPTER 53: WATER, SEWERS AND SEWAGE DISPOSAL, Zoning Comparative Table Subdivision Comparative Table. 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. distance between a building with, Class I and II vapor retarders shall not be provided on the interior side of frame, Class III vapor retarders shall be permitted where any one of the conditions in Table 1405.3.2 is met. Main windforce-resisting frames and systems, Flat < Slope < 6:12 (27) See ASCE 7 Figure 30.4-2B, Overhang: Flat < Slope < 6:12 (27) See ASCE 7 Figure 30.4-2A, 6:12 (27) < Slope < 12:12 (45) See ASCE 7 Figure 30.4-2C, Flat < Slope < 7:12 (30) See ASCE 7 Figure 30.4-5B, Overhang for Slope Flat < Slope < 6:12 (27) See ASCE 7 Figure 30.4-2B, 6:12 (27) < Slope < 12:12 (45) Figure 30.4-2C, Overhang for 6:12 (27) < Slope < 12:12 (45) See ASCE 7 Figure 30.4-2C, Monosloped configurations at ridges, eaves and rakes (, 6:12 (27) < 12:12 (45) See ASCE 7 Figure 30.4-2C, Overhang for 6:12 (27) < Slope < 12:12 (45). provisions of ASCE 7. The definition and classification of soil materials shall be in accordance with ASTM D2487. I can only speak for my own. 2. 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 1. WebR101.2. Where a horizontal If the mast to which it is attached exceeds 12 feet in height, then special approval land use by the Planning Commission under Article 25 shall be required; 3.A conforming commercial earth station shall be permitted without a zoning compliance permit; 4.An antenna that is designed to receive private radio or television broadcast signals which is less than 12 feet in height when installed shall be permitted without a zoning compliance permit. It must be located on the same lot as the principal use to Email: mediainfo@michigan.gov [BS] 1404.5 Metal Exterior walls Copper shall conform Foster family homes licensed per the child care organizations act, 1973 PA 116, MCL 722.111 to 722.127a, that provide care for not more than 4 minor children. 48180. 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. a material or materials representing hazards that are load of 250 pounds (1.11 kN) applied in any direction Section 1609.6.2, symbols and notations that are specific Flood load in accordance with Chapter 5 of ASCE 7. The installation of any antenna structure mounted on the roof of a building shall not be erected nearer to the lot line than the total height of the antenna structure above the roof, nor shall such antenna structure be erected near electric power lines or encroach upon any street or other public space; 5.Satellite earth stations more than one meter in diameter located in a residential district shall require special land use approval by the Planning Commission under Article 25; 6.Satellite earth stations more than two meters in diameter located in an area where commercial or industrial uses are generally permitted shall require special approval land use by the Planning Commission under Article 25; 7.An antenna that is designed to receive private radio or television broadcast signals shall require a special approval land use by the Planning Commission under Article 25 if the height exceeds 12 feet; 8.An antenna of any type or size which is to be erected on a structure that is located in a district that is listed or eligible to be listed in the National Register of Historic Places shall require special approval land use by the Planning Commission under Article 25; 9.Any approved structure shall be subject to compliance with all applicable regulations, including but not limited to the requirements under the BOCA Building Code; 10.The Zoning Board of Appeals may modify the requirements of this section as authorized in section.