Please turn on JavaScript and try again. Fences in the AG or AR zone may be seven feet at all property lines. Fences in interior yards shall not exceed seven (7) feet and may be located on a retaining wall not to exceed four (4) feet in height. ASTM A996 bars produced from rail steel shall be Type R. In buildings assigned to. Industrial Development Standards(Section 5.6.2.A.) Policies|Accessibility|Social Media| Website Feedback 2013 - 2022 City of Sacramento, Master Plan & Production Permit Automation, Statewide Community Infrastructure Program, Skip to Left Navigation / Tab to View Content, 2019 California Building Code Change Summary (Part 2, Volumes 1 & 2), 2019 California Residential Code Change Summary (Part 2.5), 2019 California Electrical Code Change Summary, 2019 California Mechanical Code Change Summary (Part 4), 2019 California Plumbing Code Change Summary (Part 5), 2019 California Energy Code Change Summary (Part 6). ASTM A996 bars produced from rail steel shall be Type R. The minimum yield strength of reinforcing steel shall be 40,000 psi (, The center of vertical reinforcement in stem, Reinforcement shall be secured in the proper location in the forms with tie wire or other bar support system to prevent displacement during the. The occupancy must cease within 30 days of the issuance of the final building permit. Water & Sewer. The Sacramento County Zoning Code is subjected to periodic review and revisions. PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION, The minimum width, W, and thickness, T, for, Where the slab is not cast monolithically with the footing, No. Significant Changes to the California Building Code Significant Changes to the California Residential Code | Sacramento County. It looks like your browser does not have JavaScript enabled. The porous fill shall be covered with strips of 30-pound (13.6 kg) asphalt paper or 6-mil (0.15 mm) polyethylene to. 849 0 obj<>stream Do you plan to includea sleeping area in youraccessorystructure? Upcodes Diagrams R903.2.1 Locations Flashings shall be installed at wall and roof intersections, wherever there is a change in roof slope or direction and around roof openings. Yes. the County issued the applicant two building permits - one to build the single-family dwelling (CBN2005-02322) and the other to build the pool house . 1001 45th Street Sacramento, CA 95819. As of January 1, 2020, the City of Sacramento is requiring all new plan review and permit applications to comply with the 2019 California Building Standards Codes and applicable City Code Amendments. Part I Administrative. More than 10 percent of the soil particles are less than. Please contact the Office of Planning and Environmental Review to obtain information regarding any recent Code revisions, or to obtain the most recent copy of the Zoning Code. A vacant house is not a violation of any County Code and cannot be addressed by Code Enforcement. Website Policies & Use See this summary ofAccessory Dwelling Unit and Junior Accessory Dwelling Unit Standards(updated January 3, 2023). The Department is comprised of the following divisions:. Open fencing, such as wrought-iron, cannot exceed sevenfeet in height. The Office of Planning and Environmental Review does not prepare or provide site plans or plot plans. Structural I Sheathing (Exposure 1). Community Development is a multi-disciplinary office providing a range of development services to citizens, appointed boards, and commissions. No. An Accessory Dwelling Unit, commonly known as a "granny-flat" or "mother-in-law's quarters" is allowed up to 850 square-feet if one bedroom or 1,000 square-feet if two bedrooms or more in most zones. R401.2 Requirements A Book Report prepared by the Sacramento Association of Building Officials . Below are helpful links to state and city building standards. | Connect with Us In most cases, you may construct a detached garage, subject to the required development standards for setbacks, size, and height requirements. Greater values may be required to meet energy conservation standards. | Connect with Us The Administrative Services Division provides administrative, fiscal, and clerical services to the four divisions. You are building anAccessory Dwelling Unit (ADU). . | Connect with Us | Contact Us (916) 874-6141, Hours: 8:30 AM - 4:30 PM M-F. 4 4.1.3 3rd Office: Sacramento Area Sewer District, Permit Services Unit, 10060 Goethe Road, Sacramento, CA 95827; (916) 876-6100, Hours 8:00AM - | Contact Us Exterior footings shall be placed not less than 12 inches (305 mm) below the undisturbed ground surface. In other words, a nuisance interferes with the comfortable enjoyment of life or property. Chapter 5 of the Sacramento County Zoning Code contains most of the Development Standards for structures and development within Sacramento County. Side-street yard fences cannot exceed seven feet in height, measured from the elevation of the sidewalk, or if no sidewalk, the road. See Figure R403.1.3 for additional footing requirements for structures in, The distance between bracing lines does not exceed twice the building width measured parallel to the. Can I build a second house or accessory dwelling unit? Fences in your front yard in the RD zone are limited to: 3 feet when solid, 4 feet when chain link or similar woven material, or 7 feet when open ornamental such as wrought iron. Below is a listing of the most commonly referenced Development Standards Sections below along with the appropriate Zoning Code Section:, Single-Family Development Standards(Section 5.4.2.C.) Yes. (1) This section shall apply to every exit door. When the height of fill is more than 12 inches (305 mm) above the interior, For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per cubic foot = 0.1572 kN/m, Plywood shall be of the following minimum. R401.4.1.1 General and Where Required for Applications Listed in Section 1.8.2.1.1 Regulated by the Department of Housing and Community Development, R401.4.1.1.2 Soil Investigation by Lot, Necessity, Preparation, and Recommendations, R401.4.1.1.3 Approval, Building Permit Conditions, Appeal, R402.3.1 Precast Concrete Foundation Materials, R403.1.2 Continuous Footing in Seismic Design Categories D0, D1 and D2, R403.1.3 Footing and Stem Wall Reinforcing in Seismic Design Categories D0, D1, and D2, R403.1.3.1 Concrete Stem Walls With Concrete Footings, R403.1.3.2 Masonry Stem Walls With Concrete Footings, R403.1.3.3 Slabs-on-Ground With Turned-Down Footings, R403.1.3.4 Interior Bearing and Braced Wall Panel Footings in Seismic Design Categories D0, D1 and D2, R403.1.3.5.2 Location of Reinforcement in Wall, R403.1.6.1 Foundation Anchorage in Seismic Design Categories C, D0, D1 and D2, R403.1.7 Footings on or Adjacent to Slopes, R403.1.7.1 Building Clearances From Ascending Slopes, R403.1.7.2 Footing Setback From Descending Slope Surfaces, R403.1.7.4 Alternate Setbacks and Clearances, R403.1.8.1 Expansive Soils Classifications, R403.3 Frost-Protected Shallow Foundations, R403.3.1 Foundations Adjoining Frost-Protected Shallow Foundations, R403.3.1.1 Attachment to Unheated Slab-on-Ground Structure, R403.3.1.2 Attachment to Heated Structure, R403.3.2 Protection of Horizontal Insulation Below Ground, R403.4 Footings for Precast Concrete Foundations, Section R404 Foundation and Retaining Walls, R404.1 Concrete and Masonry Foundation Walls, R404.1.2 Design of Masonry Foundation Walls, R404.1.3.2 Reinforcement for Foundation Walls, R404.1.3.2.1 Concrete Foundation Stem Walls Supporting Above-Grade Concrete Walls, R404.1.3.2.2 Concrete Foundation Stem Walls Supporting Light-Frame Above-Grade Walls, R404.1.3.3 Concrete, Materials for Concrete, and Forms, R404.1.3.3.2 Concrete Mixing and Delivery, R404.1.3.3.4 Proportioning and Slump of Concrete, R404.1.3.3.6 Form Materials and Form Ties, R404.1.3.3.7.2 Location of Reinforcement in Wall, R404.1.3.3.7.6 Alternate Grade of Reinforcement and Spacing, R404.1.3.3.7.8 Construction Joint Reinforcement, R404.1.3.4 Requirements for Seismic Design Category C, R404.1.4 Seismic Design Category D0, D1 or D2, R404.1.5 Foundation Wall Thickness Based on Walls Supported, R404.1.5.3 Pier and Curtain Wall Foundations, R404.1.9.2 Masonry Piers Supporting Floor Girders, R404.1.9.3 Masonry Piers Supporting Braced Wall Panels, R404.1.9.4 Seismic Design of Masonry Piers, R404.1.9.5 Masonry Piers in Flood Hazard Areas, R404.5.2 Precast Concrete Foundation Design Drawings, Section R406 Foundation Waterproofing and Dampproofing, R406.1 Concrete and Masonry Foundation Dampproofing, R406.2 Concrete and Masonry Foundation Waterproofing, R406.4 Precast Concrete Foundation System Dampproofing, R408.2 Openings for Under-Floor Ventilation, limited-density owner-built rural dwellings, Adopt entire chapter as amended (amended sections listed below), Adopt only those sections that are listed below, Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC), Clay, sandy silty clay, clayey silt, silt and, Porches, carport slabs and steps exposed to the weather, and garage floor slabs, Ketchikan Gateway, Prince of Wales-Outer Ketchikan (CA), Sitka, Wrangell-Petersburg (CA), Aleutians West (CA), Haines, Juneau, Skagway-Hoonah-Angoon (CA), Yakutat, Archuleta, Custer, Fremont, Huerfano, Las Animas, Ouray, Pitkin, San Miguel, Clear Creek, Conejos, Costilla, Dolores, Eagle, La Plata, Park, Routt, San Juan, Summit, Alamosa, Grand, Jackson, Larimer, Moffat, Rio Blanco, Rio Grande, Adams, Bannock, Blaine, Clearwater, Idaho, Lincoln, Oneida, Power, Valley, Washington, Bingham, Bonneville, Camas, Caribou, Elmore, Franklin, Jefferson, Madison, Teton, Boone, Bureau, Cook, Dekalb, DuPage, Fulton, Grundy, Henderson, Henry, Iroquois, Jo Daviess, Kane, Kankakee, Kendall, Knox, La Salle, Lake, Lee, Livingston, Marshall, Mason, McHenry, McLean, Mercer, Peoria, Putnam, Rock Island, Stark, Tazewell, Warren, Whiteside, Will, Woodford, Allen, Benton, Cass, Fountain, Fulton, Howard, Jasper, Kosciusko, La Porte, Lake, Marshall, Miami, Newton, Porter, Pulaski, Starke, Steuben, Tippecanoe, Tipton, Wabash, Warren, White, Appanoose, Davis, Fremont, Lee, Van Buren. Please review Accessory Dwelling Unitsfordevelopment standards and permitting requirements., Yes. ), Scrap Metal (sheet metal, piping, dismantled bikes, broken tools, etc. Residential Accessory Structures webpage. California Building and Residential Codes View report summaries prepared by the Sacramento Valley Association of Building Officials Code Development and Review Committee on the 2019 edition of the California Building and Residential codes. <<8E80DF283E0A374986C9EDD50C4CE7D9>]>> The maximum anchor bolt spacing shall be 4 feet (1219 mm) for buildings over two, Where continuous wood foundations in accordance with. For SI: 1 pound per square foot = 0.0479 kPa. Soils with a low potential expansion typically have a plasticity index (PI) of 0 to 15, soils with a medium potential expansion have a PI of 10 to 35 and soils with a high potential expansion have a PI greater than 20. In lieu of a complete geotechnical evaluation, the load-bearing values in Table R401.4.1 shall be assumed. Hardware cloth of 0.035 inch (0.89 mm) wire or heavier. %PDF-1.6 % Please contact the Building Permits and Inspection divisionat (916) 875-5599 to request historical building permits. 0000001182 00000 n 0000004968 00000 n If constructing a new single-family dwelling, you may also obtain a temporary use permit to reside in a recreational vehicle for up to one year while the home is constructed. 45. Generally speaking, a nuisance is anything which is injurious to health, is indecent or offensive to the senses, or is an obstruction of the free use of property.