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Lubbock, TX Hurricane Preparedness: Roof Standards (2026)

Some Restrictions
Compiled from the official code textEditor Martyn O'NeillLast verified August 2026

Key Facts

Design wind speed, Risk Cat. II
107 mph (83 mph ASD)
Design wind speed, Risk Cat. IV
118 mph (91.5 mph ASD)
Ground snow load
15 psf
Seismic design category
A (minimal seismic risk)
Governing amendment
Code Sec. 28.09.131(24), amending IBC Sec. 1607.1

Summary

Lubbock's amended building code sets the wind and snow loads every roof and structure must be designed to withstand: a 100 to 118 mph ultimate design wind speed depending on the building's risk category, and a 15 psf ground snow load, under Code Section 28.09.131(24) amending IBC Section 1607.1 and Table L1607. Seismic risk is minimal, but wind is the controlling design load for Lubbock roofs.

1607.1 General. Live loads are those loads defined in Chapter 2 of this code. A summary of various live load factors, as well as other climatic and geographic design criteria to be used in Lubbock, Texas, is included in Table L1607 below. Table L1607 Summary of Climatic and Geographic Design Criteria Ground Snow Load: Pg = 15 psf Design Wind Speed: Risk Category I Buildings: V = 100 mph, Vasd = 77.5 mph Risk Category II Buildings: V = 107 mph, Vasd = 83 mph Risk Category III Buildings: V = 113 mph, Vasd = 88 mph Risk Category IV Buildings: V = 118 mph, Vasd = 91.5 mph Seismic Design Category: SDC = A

Full Breakdown

1 to add Table L1607, Summary of Climatic and Geographic Design Criteria, which sets the numbers Lubbock's structural engineers and roofers have to design to. 5 mph ASD) for Risk Category IV structures such as hospitals and emergency facilities. Roofs also have to carry a 15 psf ground snow load. 3 inches per hour that feeds into the roof drainage and scupper design required elsewhere in the same amendment package. A separate amendment in the same section, item (25), lets roof live loads be reduced for design purposes, but bars any reduction on roof slopes of four inches per foot or less, or on an arch or dome with a rise under one-eighth of its span, keeping shallow-slope roofs, the kind most exposed to ponding and wind uplift, at their full design load.

Violations & Fines

Building a roof or structure that does not meet Table L1607's wind, snow, and load criteria is a building code violation enforced under the general penalty, Section 1.01.004: a fine set at the municipal court level under Texas law, with each day of noncompliance a separate offense. The Building Official reviews structural design documents for compliance with Section 1607.1 before issuing a permit.

Frequently Asked Questions

What wind speed do Lubbock roofs have to be designed for?
The required wind speed rises with the building's risk category under Table L1607: 100 mph for Risk Category I structures, 107 mph for the Risk Category II buildings most homes and businesses fall under, 113 mph for Risk Category III, and 118 mph for Risk Category IV structures like hospitals, all set out in Code Section 28.09.131(24).
How much snow load does a Lubbock roof need to hold?
A ground snow load of 15 psf, set in Table L1607 under Code Section 28.09.131(24)'s amendment to IBC Section 1607.1. That load feeds into the structural design the Building Official reviews before issuing a permit.
Can a shallow roof in Lubbock get a reduced live load?
No. Code Section 28.09.131(25) allows a reduction in uniform roof live loads for most roofs, but specifically bars any reduction on roofs sloped four inches per foot or less, or on an arch or dome with a rise under one-eighth of its span. Those shallow roofs carry their full design load.

Sources & Official References

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