Masonry systems shall be designed and installed in accordance with this chapter and shall have a minimum specified compressive strength of 1,500 psi (10.3 MPa). Building Code Review & Adoption Amendments, was signed into law by Governor Gary Herbert; this will go into effect July 1, 2019. Trex Fences. Hours: 7:30 am to 5:30 pm – Please call prior to 4:30 pm for all inspection requests. The Uniform Building Codes Training Fund was created by the legislature under the Uniform Building Standards Act, Title 58-56, effective April 1989 in an effort to achieve uniformity of enforcement throughout the state, improve the safety and quality of construction. 101, SLC. (7) The operator shall maintain decks … Deck Building Code in Salt Lake City on YP.com. Please be aware that dumpsters and construction materials must not create an obstruction to the public. Projects provide a dedicated space to collaborate on code research. Box 618 Farmington, Utah 84025. More than 10 percent of the soil particles pass a No. Get everyone on the same page and streamline code research. 101, PROVO • 801.990.6888 | 2912 S. 460 W., STE. 2 Building Code and standards ANY DECK OR BALCONY 1.5 M OR MORE ABOVE CLEARED GROUND LEVEL REQUIRES A BUILDING CONSENT. Learn more about Orem Fence Regulations Laws and building codes. Alternative reinforcing bar sizes and spacings having an equivalent cross-sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches in, Soil classes are in accordance with the Unified Soil Classification System and design lateral soil loads are for moist conditions without hydrostatic pressure. PERMITS. One of the following is provided for the under-floor space: The finished ground level of the under-floor space shall be equal to or higher than the outside finished ground level on at least one side. Rail Fences. Where any portion of the through-wall access is below, For buildings located in flood hazard areas as established in. Decks not supported by a dwelling need not be provided with footings that extend below the frost line. Where the bar used is. Leverage the full code compliance platform. An adult must meet the inspector at the property. Linear interpolation of stone depth between wall widths is permitted within each Load-Bearing Value of Soil (psf). We’ve gathered HOA and City Fence Regulations for all major cities in Utah so you wouldn’t have to! Phone: (801)446-5327 Treads must be at least 10 inches deep, measuring from front to back. Rapidly and efficiently calculate project parameters. Trex Fence. The porous fill shall be covered with strips of 30-pound (13.6 kg) asphalt paper or 6-mil (0.15 mm) polyethylene to. Building Code General Questions (801) 576-6399 Address 1020 E. Pioneer Rd. 2018 International Building Code ... For elevations above 4,239 feet mean sea level please visit https://utahsnowload.usu.edu as referenced in Section 15A of Utah’s “State Construction and Fire Codes … Wall height shall not exceed 8 feet (2438 mm). For SI: 1 inch = 25.4 mm, 1 plf = 14.6 N/m, 1 pound per square foot = 47.9 N/m. Highlight differences between any two building codes. 101, SLC. Soils meeting all four of the following provisions shall be considered expansive, except that tests to show compliance with Items 1, 2 and 3 shall not be required if the test prescribed in Item 4 is conducted: Footings for wood foundations shall be in accordance with Figures, For buildings where the monthly mean temperature of the building is maintained at a minimum of 64°F (18°C), footings are not required to extend below the frost line when protected from frost by insulation in accordance with, Foundations that adjoin frost-protected shallow foundations shall be protected from frost in accordance with, Vertical wall insulation and horizontal insulation of frost-protected shallow foundations that adjoin a slab-on-ground foundation that does not have a monthly mean temperature maintained at a minimum of 64°F (18°C) shall be in accordance with, Where a frost-protected shallow foundation abuts a structure that has a monthly mean temperature maintained at a minimum of 64°F (18°C), horizontal insulation and vertical wall insulation shall not be required between the frost-protected shallow foundation and the adjoining structure. The minimum width, W, and thickness, T, for, W = Width of footing, T = Thickness of footing and P = Projection per, Footing and stem wall reinforcement shall comply with Sections, Steel reinforcement shall comply with the requirements of ASTM A 615, A 706 or A 996. Millard County Code Building permits are required on any new construction, remodels and repairs including (but not limited to): Additions; Any electrical, mechanical or plumbing; Basement finishes; New Commercial buildings; Any Changes to Commercial Buildings (Tenant Improvements) Decks; Detached garages, sheds, etc. Payments for permits costing more than $1,000 may be made by phone, (801)446-5323, with an electronic check. Every year we hear about decks that collapse under the weight of people or snow load. Sill plate anchorage shall be in accordance with Sections, 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 areas where a high water table or other severe soil-water conditions are known to exist, exterior foundation, A 6-mil-thick (0.15 mm) polyethylene film shall be applied over the below-, The space between the excavation and the foundation wall shall be backfilled with the same material used for footings, up to a height of 1 foot (305 mm) above the footing for well-drained sites, or one-half the total back-fill height for poorly drained sites. Every year we hear about decks that collapse under the weight of people or snow load. Code calculators automatically generate a detailed list of requirements. (Error code: 273), Part III — Building Planning and Construction, The provisions of this chapter shall control the design and construction of the foundation and foundation spaces for buildings. BSCE – Building Code. If you are planning to build a deck that is 30″ or less measured from the walking surface of the deck to the lowest grade level around the perimeter of the deck, and you are NOT adding a new roof structure, you will NOT need a building permit, or any other approval from the City. Gaining proper code knowledge is a key fundamental component to all building professions. Where splices are necessary in reinforcement, the length of lap splice shall be in accordance with, Exterior footings shall be placed not less than 12 inches (305 mm) below the undisturbed ground surface. Millard County Code Your selected jurisdiction and code year has limited a. (6) Deck drains may not return water to the pool or the circulation system. Building codes Search by state or city to find building codes for your area. These building codes are provided in partnership with ICCsafe.org. U.S. Building Codes for Deck Railing. 101, PROVO • 801.990.6888 | 2912 S. 460 W., STE. One-eighth-inch (3 mm) cement-based, fiber-reinforced, waterproof coating. Send. d. Vertical insulation shall be expanded polystyrene insulation or extruded polystyrene insulation. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mil = 0.0254. The IRC requires guardrails to be at least 36" in height, measured from the deck surface to the top of the rail. When anchor bolt spacing does not exceed 32 inches (813 mm) apart, anchor bolts may be placed with a minimum of two bolts per plate section located not less than 4 inches (102 mm) from each end of each plate section at interior bearing, R402.3.1 Precast Concrete Foundation Materials, R403.1.2 Continuous Footing in Seismic Design Categories D, 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, 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, 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, Chapter 13 General Mechanical System Requirements, Chapter 14 Heating and Cooling Equipment and Appliances, Chapter 19 Special Appliances, Equipment and Systems, Chapter 22 Special Piping and Storage Systems, Chapter 37 Branch Circuit and Feeder Requirements, Chapter 39 Power and Lighting Distribution, Chapter 43 Class 2 Remote-Control, Signaling and Power-Limited Circuits, Appendix A Sizing and Capacities of Gas Piping, Appendix B Sizing of Venting Systems Serving Appliances Equipped With Draft Hoods, Category I Appliances, and Appliances Listed for Use With Type B Vents, Appendix C Exit Terminals of Mechanical Draft and Direct-Vent Venting Systems, Appendix D Recommended Procedure for Safety Inspection of an Existing Appliance Installation, Appendix E Manufactured Housing Used as Dwellings, Appendix G Piping Standards for Various Applications, Appendix J Existing Buildings and Structures, Appendix T Recommended Procedure for Worst-Case Testing of Atmospheric Venting Systems Under N1102.4 or N1105 Conditions ≤ 5ACH, Appendix U Solar-Ready Provisions—Detached One- And Two-Family Dwellings, Multiple Single-Family Dwellings (Townhouses), Section R404 Foundation and Retaining Walls, Section R406 Foundation Waterproofing and Dampproofing, Sand, silty sand, clayey sand, silty gravel, Porches, carport slabs and steps exposed to the weather, and garage floor. 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