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// CODE SNIPPET

R301.2.2.3 Seismic Design Categories D0, D1 and D2

Residential Code 2015 of Utah > 3 Building Planning > R301 DESIGN CRITERIA > R301.2 Climatic and Geographic Design Criteria > R301.2.2 Seismic Provisions > R301.2.2.3 Seismic Design Categories D0, D1 and D2
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Structures assigned to Seismic Design Categories D0, D1 and D2 shall conform to the requirements for Seismic Design Category C and the additional requirements of this section.

R301.2.2.3.1 Height Limitations

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Wood-framed buildings shall be limited to three stories above grade plane or the limits given in Table R602.10.3(3). Cold-formed, steel-framed buildings shall be limited to less than or equal to three stories above grade plane in accordance with AISI S230. Mezzanines as defined in Section R202 that comply with Section R325 shall not be considered as stories. Structural insulated panel buildings shall be limited to two stories above grade plane.

R301.2.2.3.2 Stone and Masonry Veneer

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Anchored stone and masonry veneer shall comply with the requirements of Sections R702.1 and R703.

R301.2.2.3.3 Masonry Construction

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Masonry construction in Seismic Design Categories D0 and D1 shall comply with the requirements of Section R606.12.1. Masonry construction in Seismic Design Category D2 shall comply with the requirements of Section R606.12.4.

R301.2.2.3.4 Concrete Construction

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Buildings with exterior above-grade concrete walls shall comply with PCA 100 or shall be designed in accordance with ACI 318.

R301.2.2.3.5 Cold-Formed Steel Framing in Seismic Design Categories D0, D1 and D2

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In Seismic Design Categories D0, D1 and D2 in addition to the requirements of this code, cold-formed steel framing shall comply with the requirements of AISI S230.

R301.2.2.3.6 Masonry Chimneys

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Masonry chimneys shall be reinforced and anchored to the building in accordance with Sections R1003.3 and R1003.4.

R301.2.2.3.7 Anchorage of Water Heaters

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Water heaters shall be anchored against movement and overturning in accordance with Section M1307.2.

Related Code Sections


R301.2.2.3 Building Planning, Seismic Design Categories D0, D1 and D2
Structures assigned to Seismic Design Categories D 0 , D 1 and D 2 shall conform ...
Residential Code 2015 of Utah > 3 Building Planning > R301 DESIGN CRITERIA > R301.2 Climatic and Geographic Design Criteria > R301.2.2 Seismic Provisions > R301.2.2.3 Seismic Design Categories D0, D1 and D2
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In buildings assigned to Seismic Design Category D 0 , D 1 or D 2 , as established in Table R301.2(1), masonry foundation walls shall comply ...
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In Seismic Design Categories D 0 , D 1 and D 2 , the required length of structural sheathing and overturning anchorage shall be determined ...
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Mortar for masonry serving as the lateral-force-resisting system in Seismic Design Categories D 0 , D 1 and D 2 shall be Type M or S Portland cement-lime or mortar cement mortar ...
Residential Code 2015 of Utah > 6 Wall Construction > R606 General Masonry Construction > R606.2 Masonry Construction Materials > R606.2.7 Mortar > R606.2.7.3 Masonry in Seismic Design Categories D0, D1 and D2
R403.1.2 Foundations, Continuous Footing in Seismic Design Categories D0, D1 and D2
Exterior walls of buildings located in Seismic Design Categories D 0 , D 1 and D 2 shall be supported by continuous solid or fully grouted masonry ...
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