The following are codes that have been adopted and are currently being enforced in Beaver County. Residential Code 2015 of Utah ADOPTS WITH AMENDMENTS: International Residential Code 2015 (IRC 2015) ... (11 mm) head, and of sufficient length to penetrate the deck not less than 3 / 4 inch (19 mm) or through the thickness of the deck, whichever is less. Steel columns shall be not less than 3-inch-, The under-floor space between the bottom of the floor joists and the earth under any building (except space occupied by a, Access shall be provided to all under-floor spaces. Plan review will take approximately 7-10 working days, after which we may call with corrections that will need to be made to your plans. BUILDING CODES: The Building Division enforces the following building codes with State amendments. For Residential Construction. The IRC specifies that decking boards must be made from 2 x 6 lumber or composite boards with a minimum spacing of 1/8 inch between boards. Requirements for Deck Stairs. Home; ... Davis County Admin Building ... Utah 84025. Openings through a perimeter wall shall be not less than 16 inches by 24 inches (407 mm by 610 mm). 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. Learn how to install cable rails to meet building codes. Hardware cloth of 0.035 inch (0.89 mm) wire or heavier. Building Code Information Overview Beaver County has adopted and is enforcing the 2018 International Codes and the State of Utah Amended Codes for commercial projects and 2015 International Residential Code for residential projects. Mailing Address Davis County Commission P.O. Minimum 10 inch stair tread depth with nosing or Minimum 11 inches with no nosing. Projects provide a dedicated space to collaborate on code research. Deck Building Code in Salt Lake City on YP.com. The following amendments are applicable for the statewide adopted codes: Utah 2018 IBC; Utah 2015 IRC; Building Code Compliance Software for Utah. Molded Fences. An improperly constructed deck is, to put it simply, dangerous. 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. The minimum yield strength of reinforcing steel shall be 40,000 psi (, Panel-to-panel connections shall be made with. There are approximately 40 million decks in the United States, and only half of those are code-compliant. Forms shall be made of wood, steel, aluminum, plastic, a composite of cement and foam insulation, a composite of cement and wood chips, or other, Steel reinforcement shall comply with the requirements of ASTM A 615, A 706, or A 996. For more information, view: R156-15A State Construction Code Rule; 15A State Construction and Fire Codes Act (PDF) City Ordinances frequently requested. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mil = 0.0254. Generate a code sheet that integrates with your drawing set. Established October 28, 1851 Incorporated January 12, 1867: Fillmore City Municipal Code. Utah Egress Codes. These inputs help surface the applicable codes and requirements. Phone: (801)446-5327 Interpolation allowed. functionality. Deck safety is a real problem. 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. (7) The operator shall maintain decks … Where applicable, the depth of footings shall also conform to Sections, Except where otherwise protected from frost, foundation, The top surface of footings shall be level. Code Calculators automatically generates a detailed list of requirements. Building codes Search by state or city to find building codes for your area. A final inspection when the deck is completed, including paint or stain. These building codes are provided in partnership with ICCsafe.org. c. Insulation materials shall provide the stated minimum. Each compliance agency in the state, which enforces the statewide adopted building codes, charges a 1% surcharge on all building permits issued and submits 85% of the amount collected to our division to be utilized by the Division to provide education regarding the statewide adopted building codes and code amendments to building inspectors and individuals engaged in construction related trades. Pole sheds and pole barns are not permitted as accessory structures. A footing inspection when excavated and formed with reinforcement secured, but before concrete is poured. BUILDING CODES: The Building Division enforces the following building codes with State amendments. Interior bearing wall sole plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on center and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mil = 0.0254 mm. Hours: 7:30 am to 5:30 pm – Please call prior to 4:30 pm for all inspection requests. Maximum spacings shown are the values calculated for the specified bar size. Structural reinforcing steel shall meet the requirements of ASTM A 615, A 706 or A 996. Interior braced wall plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on center and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. Though you may be advised by friends or family that a permit is not required, it won’t be them paying the fine or having to remove the structure if it turns out that you do. 2015 International Residential Code; 2015 International Residential Energy Code; 2006 Utah Wildland Urban Interface Code; For Commercial Construction. The Davis County Code of Ordinances contains the laws of Davis County that are applicable within Davis County Utah. Print chapters, sections, and subsections for frequently used code. Payments for permits costing more than $1,000 may be made by phone, (801)446-5323, with an electronic check. 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2020 utah building code for decks