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Maui County, HI Hurricane Preparedness: Roof Standards (2026)

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

Key Facts

Wind area used for calc
100 square feet, Zone 1
Load path requirement
Continuous, rafter/truss to foundation
Truss-to-wall connector
Rated for 400 lb. uplift (R802.10.5)
ICF sill anchor bolts
Min. ½ inch, 7 in. embedment, 6 ft. o.c.
Adopting ordinance
Ord. No. 3929, § 3 (2012)
Enforcing agency
Dept. of Public Works

Summary

Maui County's amended Residential Code forces roof framing to resist hurricane-force wind uplift. Rafters and trusses must be tied to supporting walls with connectors rated for the uplift pressure calculated using a 100-square-foot wind area under Table R301.2(2), and a continuous load path must carry those forces all the way to the foundation.

These county ordinances apply to unincorporated areas of Maui County. Incorporated cities within the county may have their own rules that take precedence over county-level regulations.

R802.11.1 Uplift resistance. Roof assemblies which are subject to wind uplift pressures shall have roof rafters or trusses attached to their supporting wall assemblies by connections capable of providing the resistance required in Table R802.11. Wind uplift pressures shall be determined using an effective wind area of 100 square feet (9.3 m2) and Zone 1 in Table R301.2(2), as adjusted for height and exposure per Table R301.2(3). A continuous load path shall be designed to transmit the uplift forces from the rafter or truss ties to the foundation.

Full Breakdown

1, added to the International Residential Code by Ordinance No. 2(3). The rule does not stop at the rafter-to-wall connection: the code requires "a continuous load path" that transfers uplift force from the roof framing all the way down to the foundation, so a single strong tie at the top plate is not enough on its own. 11 values. 9: sill plates must be anchored with minimum half-inch bolts embedded at least seven inches and spaced no more than six feet apart. These structural requirements are checked by the Department of Public Works Development Services Administration at building permit plan review and at framing inspection, before drywall or roofing conceals the connections.

Violations & Fines

Roof framing that does not meet the Table R802.11 uplift values or lacks a continuous load path fails inspection and cannot be concealed until corrected; the building official can withhold approval of the framing inspection, which keeps the permit from closing and can trigger a stop-work order. Under the county's general penalty clause, Maui County Code Section 1.12.010, an uncorrected violation of a residential code section carrying no separately stated fine is punishable by up to $100 for each offense.

Frequently Asked Questions

What roof connection standard does Maui County require for hurricane winds?
Maui County Code Section R802.11.1 requires roof rafters or trusses to be attached to supporting walls with connectors rated for the uplift resistance in Table R802.11, calculated using a 100-square-foot effective wind area in Zone 1 and adjusted for the building's height and wind exposure.
Is a strong roof-to-wall tie enough to pass inspection?
No. Section R802.11.1 also requires "a continuous load path" designed to carry uplift forces from the rafter or truss ties all the way down to the foundation, not just at the top of the wall.
Does Maui County require extra roof tie-down beyond the IRC baseline?
Yes. The county's 2012 amendments add Section R804.4, requiring rafter-to-bearing-wall ties per Table R802.11, and Section R802.10.5, requiring truss-to-wall connectors rated for at least 400 pounds of uplift resistance.

Sources & Official References

Other rules in Maui County

All Maui County rules

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