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// CODE SNIPPET

R403.1.3.6 Isolated Concrete Footings

Residential Code 2015 of Utah > 4 Foundations > R403 Footings > R403.1 General > R403.1.3 Footing and Stem Wall Reinforcing in Seismic Design Categories D0, D1, and D2 > R403.1.3.6 Isolated Concrete Footings
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In detached one- and two-family dwellings that are three stories or less in height and constructed with stud bearing walls, isolated plain concrete footings supporting columns or pedestals are permitted.
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Related Code Sections


R403.1.3.6 Foundations, Isolated Concrete Footings
In detached one- and two-family dwellings that are three stories or less in height and constructed with stud bearing walls, isolated plain concrete ...
Residential Code 2015 of Utah > 4 Foundations > R403 Footings > R403.1 General > R403.1.3 Footing and Stem Wall Reinforcing in Seismic Design Categories D0, D1, and D2 > R403.1.3.6 Isolated Concrete Footings
A405.2 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls, Allowable Foundation and Lateral Pressures
The use of default values from the building code for continuous and isolated concrete spread footings shall be permitted. For soil that supports ...
Existing Building Code 2015 of Utah > A4 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls > A405 Materials of Construction > A405.2 Allowable Foundation and Lateral Pressures
1705.3 Special Inspections and Tests, Concrete Construction
: Special inspections and tests shall not be required for: Isolated spread concrete footings of buildings three stories or less above grade plane ...
Building Code 2015 of Utah > 17 Special Inspections and Tests > 1705 Required Special Inspections and Tests > 1705.3 Concrete Construction
1905.1.7 Concrete, ACI 318, Section 14.1.4
no more than 4 feet (1219 mm) of unbalanced fill. Walls shall have reinforcement in accordance with 14.6.1. (b) Isolated footings of plain concrete ...
Building Code 2015 of Utah > 19 Concrete > 1905 Modifications to Aci 318 > 1905.1 General > 1905.1.7 ACI 318, Section 14.1.4
R404.1.9 Foundations, Isolated Masonry Piers
be permitted to have a nominal height not exceeding ten times the nominal thickness. Footings for isolated masonry piers shall be sized in accordance ...
Residential Code 2015 of Utah > 4 Foundations > R404 Foundation and Retaining Walls > R404.1 Concrete and Masonry Foundation Walls > R404.1.9 Isolated Masonry Piers
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