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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 INDEX<br />

Pneumatic nail guns, 13-20<br />

Pools<br />

coastal high hazard areas, pools in, 9-40<br />

hot tubs and, 9-40, 9-41, 9-42<br />

insurance coverage, 7-17, 7-18<br />

Zone V, pools in, 9-40<br />

Precast concrete, 13-7<br />

Pre-design considerations, 7-1<br />

Pressure-treated wood, 13-13, 13-19<br />

Primary frontal dune, 9-40<br />

erosion, 8-15<br />

Protective devices, 7-23<br />

R<br />

Rating factor (insurance), 7-13, 7-18<br />

Recurrence interval, 7-4, 8-52<br />

Reinforced concrete<br />

building material, 9-34<br />

Relocation, 15-10<br />

advantages and disadvantages of, 15-12<br />

Reroofing<br />

in high-wind areas, 11-24<br />

Residual risk, 7-11<br />

Retaining wall, 7-17, 7-18<br />

Retrofitting, 7-7, 7-21<br />

flood mitigation, 15-8 (see also Flood mitigation)<br />

high wind mitigation, 15-15 (see also High wind<br />

mitigation)<br />

seismic mitigation, 15-5 (see also Seismic mitigation)<br />

terminology box, 15-2<br />

wildfire mitigation, 15-2<br />

Revetment, 7-7, 7-18<br />

Risk, 7-1<br />

acceptable level of, 7-4<br />

category, 8-48<br />

coastal flooding, 13-1<br />

flood, 15-9, 15-10, 12-7<br />

high winds, 13-1<br />

Homeowner’s Wildfire Assessment, 15-5<br />

long-term, 15-19<br />

natural hazard risk in coastal areas, 7-3<br />

tolerance of owner, 7-2<br />

wildfire, 11-3<br />

wind-related damage, 15-19<br />

Roof (see also Roof framing)<br />

aggregate roof surfacing, 11-49<br />

asphalt shingles, 11-25, 11-30<br />

asphalt shingles, wind resistance of, 11-31<br />

bleeder strips, 11-33, 11-34<br />

decking, blown off, 11-22<br />

eave, 11-32<br />

COASTAL CONSTRUCTION MANUAL<br />

exterior wall connection, 9-8, 9-9, Example 9.2<br />

fiber-cement shingles, 11-37<br />

fire-resistant, 11-3<br />

framing to exterior wall connection, 9-8<br />

hail, 11-36<br />

high winds, 11-25<br />

hip, 9-31<br />

liquid-applied membranes, 11-37<br />

low-slope, 11-49<br />

maintenance, 14-8<br />

metal panels, 11-46<br />

metal shingles, 11-46<br />

pressures, 8-62, 8-63<br />

rake, 11-32, 11-33<br />

roof-to-wall uplift connection load, 8-54, Example 8.5<br />

shakes, 11-48<br />

sheathing nail spacing for wind uplift, 9-6, Example 9.1<br />

sheathing suction loads, 8-64, Example 8.7<br />

sheathing to roof framing connection, 9-4, 9-6<br />

shingles, 11-30 (see also Shingles)<br />

slate, 11-47<br />

systems, 11-24<br />

tiles, blown off, 11-39, 11-40, 11-41, 11-42, 11-43, 11-<br />

44<br />

tiles, clay and extruded concrete, 11-38<br />

truss connection to wood-frame wall, 9-10<br />

truss-to-masonry wall connection, 9-11<br />

underlayment, 11-26 (see also Underlayment)<br />

uplift connector load, 8-52, 8-53, 8-54, Example 8.5<br />

wall top plate-to-wall stud connection, 9-10, 9-11<br />

warning box, roof structure failure, 13-27<br />

wood shingles, 11-48<br />

Roof deck, 9-3, 11-10, 11-24, 11-38, 11-46<br />

blown off, 11-22<br />

concrete, 11-38<br />

panels, 15-18<br />

Roof framing, 13-27<br />

inspection points, 13-28, 13-29<br />

substitution of materials, 13-28<br />

S<br />

Salt spray, 9-25, 13-23<br />

Sanitary systems, 12-11<br />

Scour, 7-7, 7-8, 7-10, 8-34, 10-4<br />

deep around foundation piles, 8-35<br />

localized around a vertical pile, 8-34, 8-35,<br />

Equation 8.10, 8-36, Equation 8.11<br />

localized around vertical walls and enclosures, 8-37,<br />

Equation 8.12<br />

Sea level rise, 7-10<br />

Sea spray, 7-7<br />

I-11

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