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UpCodes: Searchable platform for building codes

Details: One platform for all your codes. Easily access all your codes, anywhere you are. Updates, errata, and amendments are seamlessly integrated across devices and fully searchable. Automate code analysis. Streamline compliance by …

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Pennsylvania Building Codes UpCodes

Details: Pennsylvania’s Uniform Construction Code (UCC) adoption of the 2018 I-Codes will take effect on February 14, 2022. The accessibility requirements in Chapter 11 and Appendix E of the 2021 International Building Code took effect on …

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Phoenix Building Codes UpCodes

Details: Codes. Phoenix Building Construction Code. adopts the IBC 2018 with amendments. Residential Code for One- and Two-Family Dwellings as amended by the city of Phoenix. adopts the IRC 2018 with amendments. Existing Building Code 2018 of Phoenix. adopts the IEBC 2018 with amendments. 2018 Phoenix Fire Code. adopts the IFC 2018 with amendments.

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Free Building Codes Online

Details: International Codes (I-Codes) Every three years the ICC works to publish a new set of I-Codes that can be adopted and modified by each state. The Construction Codes for each jurisdiction will be selected from this set of publications. Most states follow a three-year code adoption cycle in order to keep up-to-date with the ICC revision process.

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Dallas Building Codes UpCodes

Details: Building Code Requirements for Structural Concrete of Dallas. adopts the ACI 318 2014 with amendments. Existing Building Code 2021 of Dallas. adopts the IEBC 2021 with amendments. Swimming Pool and Spa Code 2021 of Dallas. adopts the ISPSC 2021 with amendments. National Electrical Code 2020 of Dallas. adopts the NFPA 70, 2020 with amendments.

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Austin Building Codes UpCodes

Details: Existing Building Code 2021 of Austin. adopts the IEBC 2021 with amendments. Fire Code 2021 of Austin. adopts the IFC 2021 with amendments. Energy Conservation Code 2021 of Austin. adopts the IECC 2021 with amendments. Property Maintenance Code 2021 of Austin. adopts the IPMC 2021 with amendments. Swimming Pool and Spa Code 2018 of Austin.

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Nashville and Davidson County Building Codes UpCodes

Details: National Electrical Code 2017 of Nashville and Davidson County. adopts the NFPA 70, 2017 with amendments. Safety Code for Elevators and Escalators 2016 of Nashville and Davidson County. adopts the ASME A17.1, 2016 without amendments. Building Code Requirements for Structural Concrete of Nashville and Davidson County.

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Details: CODES Building Code Requirements for Structural Concrete of Vermont ADOPTS WITH AMENDMENTS: ACI 318 2014 Chapter 1 General Chapter 2 Notation and Terminology Chapter 3 Referenced Standards 3.1 Scope. 3.2 Referenced Standards Chapter 4 Structural System Requirements Chapter 5 Loads Chapter 6 Structural Analysis

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Details: 1.1.1. This chapter addresses (a) through (h): (a) General requirements of this Code. (b) Purpose of this Code. (c) Applicability of this Code. (d) Interpretation of this Code. (e) Definition and role of the building official and the licensed design professional. (f) …

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Details: 11.3.1.1. Minimum wall thicknesses shall be in accordance with Table 11.3.1.1. Thinner walls are permitted if adequate strength and stability can be demonstrated by structural analysis. Table 11.3.1.1—Minimum wall thickness h. Wall type. Minimum thickness h. Bearing [1] Greater of: 4 in.

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Details: 2.1. This standard provides. minimum energy -efficient requirements for the design and construction, and a plan for operation and maintenance of. new buildings and their systems, new portions of buildings and their systems, new systems and equipment in existing buildings, and. new equipment or building systems specifically identified in the

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Details: CODES Building Code Requirements for Structural Concrete of Vermont ADOPTS WITH AMENDMENTS: ACI 318 2014 Chapter 1 General Chapter 2 Notation and Terminology Chapter 3 Referenced Standards Chapter 4 Structural System Requirements Chapter 5 Loads

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Chapter 27 Strength Evaluation of Existing Structures

Details: CODES Building Code Requirements for Structural Concrete of Vermont ADOPTS WITH AMENDMENTS: ACI 318 2014 Chapter 1 General Chapter 2 Notation and Terminology Chapter 3 Referenced Standards Chapter 4 Structural System Requirements Chapter 5 Loads

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Details: 10.7.6.1.4. For composite columns with a structural steel core, transverse ties or hoops shall have a minimum db of 0.02 times the greater side dimension of the composite column, but shall be at least No. 3 and need not be larger than No. 5. Spacing shall satisfy 25.7.2.1, but not exceed 0.5 times the least dimension of the composite column.

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Details: 5.3.7. (a) If F acts alone or adds to the effects of D, it shall be included with a load factor of 1.4 in Eq. ( 5.3.1 a). (b) If F adds to the primary load, it shall be included with a load factor of 1.2 in Eq. ( 5.3.1 b) through ( 5.3.1 e). (c) If the effect of F is permanent and counteracts the primary load, it shall be included with a load

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Details: 14.1.4.1. Structural plain concrete basement, foundation or other walls below the base as defined in ASCE 7 are permitted in detached one- and two-family dwellings three stories or less in height constructed with stud-bearing walls. In dwellings assigned to Seismic Design Category D or E, the height of the wall shall not exceed 8 feet (2438 mm

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Details: CODES Building Code Requirements for Structural Concrete of South Holland ADOPTS WITH AMENDMENTS: ACI 318 2014 Chapter 1 General Chapter 2 Notation and Terminology Chapter 3 Referenced Standards Chapter 4 Structural System Requirements Chapter 5 Loads

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Details: Exceptions: For the calculation of the in-plane shear strength of anchor bolts attaching wood sill plates of bearing or nonbearing walls of light-frame wood structures to foundations or foundation stem walls, the in-plane shear strength in accordance with 17.5.2 and 17.5.3 need not be computed and 17.2.3.5.3 shall be deemed to be satisfied provided all of the following are met:

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Details: a = depth of equivalent rectangular stress block, in. a v: shear span, equal to distance from center of concentrated load to either: (a) face of support for continuous or cantilevered members, or (b) center of support for simply supported members, in.: A b: area of an individual bar or wire, in. 2 A brg: net bearing area of the head of stud, anchor bolt, or headed deformed bar, in. 2

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Details: User note: About this chapter: Many buildings are renovated or altered in numerous ways that could affect the energy use of the building as a whole. Chapter 5 requires the application of certain parts of Chapter 4 in order to maintain, if not improve, the conservation of energy by the renovated or altered building.

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Details: About this chapter: Codes, by their very nature, are technical documents. Every word, term and punctuation mark can add to or change the meaning of a technical requirement. It is necessary to maintain a consensus on the specific meaning of each term contained in the code. Chapter 2 performs this function by stating clearly what specific terms

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Details: Category Class Condition; Freezing and thawing (F) F0: Concrete not exposed to freezing-and-thawing cycles: F1: Concrete exposed to freezing-and-thawing cycles with limited exposure to water: F2: Concrete exposed to freezing-and-thawing cycles with frequent exposure to water: F3: Concrete exposed to freezing-and-thawing cycles with frequent exposure to water and …

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Details: 4.1.1.4 Replacement of Portions of Existing Buildings. Portions of a building envelope, heating, ventilating, air-conditioning, service water heating, power, lighting, and other systems and equipment that are being replaced shall be considered as alterations of existing buildings and shall comply with the standard as described in Section 4.2.

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Details: If the evaluation does not establish that the building in its predamage condition complies with the provisions of Section 405.2.3.1, then the building shall be retrofitted to comply with the provisions of this section.The wind loads for the repair and retrofit shall be those required by the building code in effect at the time of original construction, unless the damage was caused by wind, in

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Details: At the contact surface between a supported member and foundation, or between a supported member or foundation and an intermediate bearing element, nominal bearing strength B n shall be calculated in accordance with 22.8 for concrete surfaces. B n shall be the lesser of the nominal concrete bearing strengths for the supported member or foundation surface, and shall not …

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