Volume II INDEX substitutions, 13-17 top foundation issues for builders, 13-18 wood, 13-12 Framing system floor, 13-23 townhouse, 9-37 steel frame on wood piles, 9-36 Freeboard 100-year flood, 8-10 design flood elevation, 8-6, 8-11, Example 8.1 NFIP requirements, 8-6 required by community, 8-6 terminology box, 8-5 wave slam, 8-25 G Gable braced gable frames, 9-28 end bracing, 9-26, 13-29 end failure, 9-2, 9-25, 9-31 gable edge, 13-27, 13-31 gable end overhangs, 13-27, 15-18, 15-19 gable end vents, 11-52 gable end walls, 15-20 masonry, 9-28 roof, 8-52, 8-61, 9-30 wall support, 9-21, 9-24 Garage doors attachment to frame, 11-6 blown out of tracks, 11-6 breakaway walls, garage doors in, 11-4 exterior doors, 11-4 open-front bracing, 15-7 wind mitigation, 8-61, 15-19 Glazing (see also Windows), 11-9 impact-resistant, 7-7, 7-24, 8-49, 9-39 maintenance of, 14-7 protection from debris, 7-8, 11-10, 11-12, 15-19 wind-driven rain and, 7-7, 11-14 Grade beam, 8-35, 10-11, 10-12, 10-18 concrete column and grade beam foundation, 10-32 continuous, 10-34 open/deep pile foundations, 10-31 pier foundations, 10-36 pile foundations, 10-23 scour around, 8-35, 8-36, Equation 8.11a, 10-26 timber pile treatment, 10-31 treated timber pile foundation, 10-25, 10-32 Green building programs, 7-24 Groundwater septic tanks, 12-11 COASTAL CONSTRUCTION MANUAL Gutter blow-off, 11-25 H 100-year stillwater flood elevation, 8-8, 8-15 Hail, 7-13, 7-21, 11-15, 11-36, 11-37, 11-38, 11-45, 11-46, 11-48, 11-49, 11-50 Handrails, 9-39 Hazard insurance, 7-12 earthquake, 7-24 flood, 7-13 wind, 7-21 High-Velocity Hurricane Zone, 11-7 High-wind mitigation, 15-15 Advanced Mitigation Package, 15-19 Basic Mitigation Package, 15-17 evaluating existing homes, 15-16 <strong>FEMA</strong> wind retrofit grant programs, 15-19 Intermediate Mitigation Package, 15-19 wind retrofit mitigation packages, 15-16 Hurricane-prone region terminology box, 8-49 Hurricanes, 15-16 Andrew, 7-5, 9-2, 9-25, 11-1, 11-38 Bertha, 11-48 Charley, 7-5, 9-3, 9-4, 11-1, 11-3, 11-5, 11-6, 11-9, 11- 13, 11-23, 11-25, 11-26, 11-39, 11-40, 11-41, 11-42 Eloise, 7-4 Fran, 9-2 Frances, 7-5 Georges, 11-1, 11-9, 11-37, 12-4 Hugo, 9-32, 11-1 Ike, 7-5, 8-35, 11-1 Iniki, 11-1 Ivan, 7-5, 11-1, 11-43 Jeanne, 7-5 Katrina, 7-5, 8-6, 9-4, 10-2, 10-13, 10-24, 10-36, 10-37, 11-1, 11-46, 11-47 Marilyn, 9-30, 9-31, 11-1, 12-9 Opal, 9-32, 12-7 Rita, 7-5 Wilma, 7-5 Hydrodynamic load, 8-5, 8-15, 8-28, 8-29, Equation 8.8 piles vs. breaking wave load on piles, 8-30, Example 8.3 Hydrostatic load, 8-17 lateral, 8-18, Equation 8.3a Hydrostatic force lateral, 8-18, Equation 8.3b vertical, 8-19, Equation 8.4 I-7
INDEX Volume II I IBHS (see Insurance Institute for Business and Home Safety) Ice loads, 11-25 sealant systems, 15-11 waterborne, 15-14 Initial costs, 7-6 Insurance (see Hazard insurance) Insurance Institute for Business and Home Safety (IBHS), 7-5, 7-21, 15-2, 15-16 Insurance Services Office (ISO), 7-22, 7-23 Interior mechanical equipment, 12-6 Inspection, 7-25 building envelope, 13-31 floor framing, 13-25 roof framing, 13-28, 13-29 wall framing, 13-27 ISO (see Insurance Services Office) J Jalousie louvers, 11-13, 11-14 Jetting, of piles, 10-20, 10-21, 13-7 Joints tooled concave and V-joints, 13-9 Joists floor, 13-23, 13-24, 14-5 L Landslide, 10-6 Lateral wave slam, 8-25, 8-26, Equation 8.7 Lattice, 9-33 Leadership in Energy and Environmental Design (LEED), 7-11, 7-24 LEED (see Leadership in Energy and Environmental Design) Levees, 15-13 advantages and disadvantages of, 15-14 warning box, floodwalls and levees, 15-14 Limit of Moderate Wave Action (LiMWA), 8-37, 8-74, 8-77, Example 8.10 terminology box, 10-2 LiMWA (see Limit of Moderate Wave Action) Liquid-applied membranes, 11-37 Live loads, 8-3 (see also Loads) Load-bearing wall exterior, 9-36 Load combinations, 8-73 Load and Resistance Factor Design (LRFD), 8-2 Loads breaking wave loads on vertical piles, 8-21, Equation 8.5 breaking wave loads on vertical walls, 8-22, Equation 8.6 combinations, 8-73, 8-75, Example 8.10 combination computation worksheet, 8-80 concrete/masonry framing system, 9-27, 9-29 continuous load path, 9-1, 15-20 dead, 8-3 debris impact, 8-31, 8-32, Equation 8.9 determining for flood, wind, and seismic events, 8-2 diaphragm, 8-52 flood, 8-5, 8-15 flood load combinations, 8-37, 8-38, Example 8.4 floor load computation worksheet, 8-44, 8-46 floor diaphragm, 8-60, Example 8.6 floor support beam to pile, uplift load path, 9-19, Example 9.6 floor to support beam framing, uplift load path, 9-18, Example 9.5 gable wall support, 9-24 hydrodynamic, 8-28, 8-29, Equation 8.8 hydrostatic, 8-17 ice, 11-25 L-shaped building, 9-27 lateral connector loads from wind and building end zones, 8-62, 8-63 lateral connector loads for wall-to-roof and wall-to-floor connections, 8-66, Example 8.8 lateral hydrostatic, 8-18, Equation 8.3 live, 8-3 moment-resisting frames, 9-28, 9-29 path, 9-5, 9-21 path failure, 9-2, 9-3 platform framing, 9-28 roof shape, 9-30 roof sheathing suction, 8-64, Example 8.7 roof-to-wall uplift connection, 8-54, Example 8.5 roof uplift connector, 8-52, 8-53, 8-54, Example 8.5 seismic, 8-68, 8-70, Example 8.9 site-specific, 8-1 snow, 8-5 tornado, 8-67 tsunami, 8-47 tributary area, 8-4, 8-53, 9-14, Example 9.3 uplift, 7-24, 8-5, 8-61, 9-1, 9-10, 10-1, 10-15, 10-42, 11-33, 11-37, 13-7 uplift due to shear wall overturning, 9-21, Example 9.7, 9-24 wall sheathing suction, 8-64, Example 8.7 wall-to-floor framing, uplift and lateral load path, 9-15, Example 9.4 I-8 COASTAL CONSTRUCTION MANUAL
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