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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. 40 59-110 (1976, as amended), the Commission adopts the - following as construction standards, violations of which may be deemed evidence of substandard work: 1. Can I convert my garage into an office or bedroom? Foundations and soils investigations shall be conducted in conformance with Health and Safety Code Sections 17953 through 17957 as summarized below. Sill plate anchorage shall be in accordance with Sections, PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM, Wood foundations enclosing habitable or usable spaces located below, A porous layer of gravel, crushed stone or coarse sand shall be placed to a minimum thickness of 4 inches (102 mm) under the, A 6-mil-thick (0.15 mm) polyethylene vapor retarder shall be applied over the porous layer with the, In other than Group I soils, a sump shall be provided to drain the porous layer and footings. Beyond five (5) feet, fence height shall be measured from highest elevation of the ground on either side of the fence. Hunt & Sons Inc. Propane & Natural Gas Gas Companies Lubricating Oils Website Directions 76 YEARS IN BUSINESS 11 YEARS WITH (888) 281-1268 5750 S Watt Ave Sacramento, CA 95829 OPEN NOW 2. The nominal maximum size of coarse aggregate shall not exceed one-fifth the narrowest distance between sides of forms, or three-fourths the clear spacing between reinforcing bars or between a bar and the side of the form. 0000000016 00000 n 0000000716 00000 n Expansion Index greater than 20, determined in accordance with ASTM D4829. Fencing made of plywood less than five-eighths inches thick, plywood not of a grade approved by the Planning Director, particle board, paper, visqueen plastic, plastic tarp, cloth, or similar material is prohibited. (1) This section shall apply to every exit door. seePage 37. Building Permits and Inspection Building Permits and Inspection interprets/enforces California Building Codes for privately owned buildings and structures including commercial and residential new buildings, alterations, additions and/or repairs within Sacramento County's unincorporated area. ), Wood (scrap wood, weathered lumber, pallets, landscape waste and debris, etc. Thousand Trails RV Campground in California. In other words, a nuisance interferes with the comfortable enjoyment of life or property. Wood columns shall be protected against decay as set forth in, All surfaces (inside and outside) of steel columns shall be given a shop coat of rust-inhibitive paint, except for corrosion-resistant steel and steel treated with coatings to provide, The columns shall be restrained to prevent lateral displacement at the bottom end. Choose the year for local amendments to building standards (also known as Local Building Codes or Ordinances) filed with the California Building Standards Commission. Code Enforcement cannot resolve property line disputes. Residential Accessory Uses Sacramento County has many different residential accessory use classifications, ranging from guest houses to chicken coops. 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. Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi. Building codes adopted by the South Carolina Building Codes Council in accordance with Code of Laws of South Carolina, Title 6, Chapter 9. Architectural and Transportation . Exception: As provided in Section 3235 (g). seepage 42. Yes. SVABO members are encouraged to purchase the publication in preparation for the 2019 California Building Code as the . | Contact Us (1) Stairways shall be al least 24 inches in width and shall be equipped with stair rails, handrails, treads, and landings. Where the bar used is. County Code Home > County Code The County Code is the codification/compilation of general ordinances adopted by the Board of Supervisors. The remainder of the excavated area shall be backfilled with the same type of soil as was removed during the excavation. 0000004968 00000 n Their phone number is 916-255-2532. In the case of a corner lot with a duplex, or two or more dwellings, where primary entrances face both frontages, both frontages shall be considered the front yard. Together, we can preserve the quality of life we all expect! ), Scrap Metal (sheet metal, piping, dismantled bikes, broken tools, etc. The porous fill shall be covered with strips of 30-pound (13.6 kg) asphalt paper or 6-mil (0.15 mm) polyethylene to. Open fencing, such as wrought-iron, cannot exceed sevenfeet in height. Accepting and processing land use development applications, Assessing environmental impacts and preparing environmental documents, Oversight of Countywide policy and standards through the General Plan and Zoning Code maintenance and updating.. Spending a little now to ensure safe and legal work may prove to be the best money you ever spend. If you see scavenging, call the Sacramento County Sheriff Department at 916-874-5115 to report it. The only exception is for junkyards in the heavy industrial zones. Any article or material which unaltered or unchanged and without further reconditioning, can be used for its original purpose as readily as when new shall not be considered junk. California Health and Safety Code 17920.3. Where interior basement and foundation walls are constructed at intervals not exceeding 50 feet (15 240 mm). 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 1,000square-feet if two bedrooms or morein most zones. Can I attach an accessory dwelling unit to my home? Are fences between neighbors required, and if so, who would build and maintain them? Beginning Monday April 12, 2021 to obtain a next day residential or commercial building inspection you must schedule your inspection by 3:00 p.m. the previous working day. Garbage includes, but is not limited to, the following: Rubbish includes, but is not limited to, waste such as paper, cardboard, grass clippings, tree or shrub trimmings, wood, bedding, crockery, construction waste, and/or similar waste materials. Fence height for fences within five (5) feet of a public right-of-way or right-of-way with PUPF shall be measured from the grade of the right-of-way or right-of-way with PUPF. Website Policies & Use The minimum yield strength of reinforcing steel shall be 40,000 psi (, Panel-to-panel connections shall be made with. Water & Sewer. Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi. 2.1. For more information, visit the Sacramento County Building Inspection and Permit website . Are people that scavenge from my recycling bin in violation of the law? For more information, visittheBuildingPermits andInspection Home page.. 2. Crushed stone shall be angular in nature and meet ASTM C33, with the maximum size stone not to exceed. Extended below the frost line specified in Table R301.2.(1). However, if the home is vacant, open and accessible, and is also being accessed by unauthorized people or persons, Code Enforcement can respond and ensure that the property is secured. Structural I Sheathing (Exposure 1). Sixty-mil (1.5 mm) flexible polymer cement. . Mobile homes that have or had axles and wheels but are designed to be detached are considered permanent dwellings and do not have the same regulations as RVs. Sixty-mil (1.5 mm) solvent-free liquid-applied synthetic rubber. 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. 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. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mil = 0.0254. In areas where the probability of termite infestation is "very heavy" as indicated by. Applicable development standards depend on the use classification, and can also depend on your property's zoning and location. Residential Accessory Structures webpage for more information., Yes. The use of nonstructural fibers shall conform to ASTM C1116. | Connect with Us If people who violate Sacramento County Code 6.20.160 by stealing recyclables exceed three (3) convictions in a year, they may be found guilty of a misdemeanor and may be subjects to fines and/or imprisonment. Refer to, Unbalanced backfill height is the difference in height between the exterior. Chapter 2 Definitions. When is a Permit Required? Examples include, but are not limited to the following items: No. The maximum gap between noncontact parallel bars at a lap splice shall not exceed the smaller of one-fifth the required lap length and 6 inches (152 mm) [see Figure R608.5.4(1)]. | Report a Problem A duplex or halfplex is allowed by right on corner lots in the RD-5 zone. Code Enforcement does not allow tarps to hide junk, nor can junk be stored in a rear yard behind a fence. It looks like your browser does not have JavaScript enabled. | Contact Us We provide these services on public works projects (i.e., roads, bridges, water, drainage, waste water and airport projects), County Owned building projects and infrastructure constructed by private developers as part of subdivision and commercial site development. R401.2 Requirements For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 Pa. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot per foot = 0.157 kPa/mm. Part II Definitions. Anchorage of cold-formed steel framing and sill plates supporting cold-formed steel framing shall be in accordance with this section and, The placement of buildings and structures on or adjacent to slopes steeper than one unit vertical in three units horizontal (33.3-percent slope) shall conform to Sections, In general, buildings below slopes shall be set a sufficient distance from the slope to provide protection from slope drainage, erosion and shallow failures.
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