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FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

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Volume II Designing the builDing envelope 11<br />

Figure 11-53.<br />

Damaged slate roof with nails that typically pulled out of the deck. Some of the slate broke and small portions<br />

remained nailed to the deck. Estimated wind speed: 130 mph. Hurricane Katrina (Mississippi, 2005)<br />

Stainless steel straps, fasteners, and clips are recommended for roofs within 3,000 feet of an ocean shoreline<br />

(including sounds and back bays). For underlayment recommendations, refer to the recommendation at the<br />

end of Section 11.5.4.1.<br />

11.5.6.2 Seismic<br />

Slate is relatively heavy and unless adequately attached, it can be dislodged during strong seismic events and<br />

fall away from the roof. Manufacturers have not conducted research or developed design guidance for use of<br />

slate in areas prone to large ground-motion accelerations. Te guidance provided for tiles in Section 11.5.4.2<br />

is recommended until guidance has been developed for slate.<br />

11.5.6.3 Hail<br />

See Section 11.5.4.3.<br />

11.5.7 Wood Shingles and Shakes<br />

11.5.7.1 High Winds<br />

Research conducted after high-wind events has shown that wood shingles and shakes can perform very<br />

well during high winds if they are not deteriorated and have been attached in accordance with standard<br />

attachment recommendations.<br />

Methods to calculate uplift loads and evaluate load resistance for wood shingles and shakes have not been<br />

incorporated into the IBC or IRC. Manufacturers have not conducted research to determine suitable pressure<br />

coefcients. Demonstrating compliance with ASCE 7 will be problematic with wood shingles and shakes<br />

COASTAL CONSTRUCTION MANUAL<br />

11-47

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