Volume II INDEX wave, 8-20 wave slam, 8-25 wind, 8-47 wind, determining, 8-49 window header, uplift and lateral load path, 9-14, Example 9.3 Localized scour, 8-34 Losses from natural hazards in coastal areas, 7-5 Lowest floor below the BFE, 9-34 corrosion below, 14-2 DFE, 15-8 elevation of, 7-8, 7-10, 7-14, 7-15, 7-16, 7-20, 8-6, 8-28, 15-8 elevator, 9-40, 10-5 enclosures below, 7-16, 7-17 flood damage above, 7-10 inspection, 7-25 penalties related to areas below the lowest floor, 7-16 piles, 10-25 pool, 9-40 Zone A, lowest floor in, 7-15 Zone V, lowest floor in, 7-15 Lowest horizontal structural member, 7-8,, 7-14, 7-15, 7-16, 10-23, 13-5 M Main wind force resisting system (MWFRS), 8-48, 8-52 determining pressures, 8-49, 8-51 elements of shear walls and roof diaphragms, 8-61 Maintenance, 14-1, 14-5 decks and exterior wood, 14-9 exterior-mounted mechanical and electrical equipment, 14-9 glazing, 14-7 inspection checklist, 14-5 metal connectors, 14-10 roofs, 14-8 siding, 14-7 techniques, 14-11 (see also Maintenance techniques) Maintenance techniques, 14-11 flooding, 14-12 seismic and wind, 14-12 Manufactured home, 7-14 Masonry building material, 9-33 buildings, 7-22 chimneys, 15-5, 15-7 concrete masonry unit (CMU), 11-16, 11-20 construction, 9-12, 9-27, 9-32 deterioration, 13-2 COASTAL CONSTRUCTION MANUAL exterior walls, 7-23, 9-27 foundation, 9-30, 13-3, 13-8, 13-18, 14-5 frames, 9-27 gables, 9-28 grouted masonry cell, 9-11 joints, 13-8 materials, 9-35, 10-36, 15-14 piers, 9-34 termites, 11-13 unreinforced masonry walls, 8-24 veneer, 7-23, 14-6 walls, 9-11, 11-7, 13-30, 15-5 MEPS (see Molded expanded polystyrene) Metal connectors (see also Fasteners), 7-9 maintenance, 14-10 Metal roof panel, 11-45 Mitigation elevation, 15-8, 15-9 flood, 7-8, 15-8 (see also Flood mitigation) floodwalls and levees, 15-13 high wind, 15-15 (see also High wind mitigation) multihazard, 15-14 relocation, 15-10 retrofitting, 15-2 seismic, 15-5 (see also Seismic mitigation) wildfire, 15-2 wind, 7-8 Moisture, 9-35, 11-28, 12-11 barrier, 11-16, 11-22, 13-9 corrosion, 14-2 exterior, 14-3 framing construction, 13-14 inspection, 13-18, 13-27, 13-29, 14-6 interior, 14-3 intrusion, 9-33, 11-20, 13-1, 13-8 penetration or retention, 13-9 stairs, 13-16 sustainable design considerations, 7-24 termites, 14-4 Molded expanded polystyrene (MEPS), 11-19 Municipal water connections, 12-12 MWFRS (see Main wind force resisting system) N NAHB (see National Association of Home Builders) National Association of Home Builders (NAHB), 7-24 National Flood Insurance Program (NFIP), 7-13 building occupancy, 7-14 building type, 7-14 contents, 7-17 covered items, 7-17 I-9
INDEX Volume II date of construction, 7-15 discount points, 7-20 elevation of lowest floor or bottom, 7-16 enclosures below lowest floor, 7-16 flood insurance zone, 7-14 flood rating factors, 7-13 foundations, 10-4 lowering premiums, 7-20 lowest horizontal structural member of lowest floor, 7-16 non-covered items, 7-18 premiums, 7-19, 7-20 regulations, 7-8 replacement value, 7-17 warning box, differences between floodplain management regulations and NFIP flood insurance, 7-16 Natural hazard risk in coastal areas, 7-3 losses from natural hazards in coastal areas, 7-5 New construction, 9-34, 10-11, 11-52, 12-1 NFIP (see National Flood Insurance Program) Non-coastal flood zone flood loads in, 8-17 Non-load-bearing walls, wall coverings, and soffits, 11-15 breakaway walls, 11-20, 11-21 brick veneer, 11-18 concrete and CMU, 11-20 durability, 11-23 exterior walls, 11-16 exterior insulating finish system (EIFS), 11-19 exterior insulating finish system (EIFS), blown off, 11-20 fiber-cement siding, blown off, 11-18 flashings, 11-21 high winds, 11-16 seismic, effects of, 11-24 siding, 11-17 soffits, 11-22 vinyl siding, blown off, 11-17 Nor’easter, 7-6, 15-15 O 100-year flood (see Base flood), 8-5, 8-6, 8-10 Open/deep foundation, 10-25 diagonal bracing, 10-27, 10-28, 10-29, Example 10.2 knee bracing, 10-30 pile bracing, 10-27 reinforced concrete beams and columns, 10-33 steel pipe pile and grade beam, 10-32 timber pile treatment, 10-25, 10-26, 10-30 treated timber piles and grade beams, 10-32 wood pile-to-beam connections, 10-26 Open/shallow foundation, 10-34 Operational costs, 7-2, 7-6, 7-7 OSB (see Oriented strand board) Oriented strand board (OSB) factory-applied wax, 11-27 rotted, 11-22 sheathing, 11-16 Overwash, 7-7 P Panels plywood, 11-4, 11-5 Pier foundation, 7-8, 10-36, 10-38 footing under gravity load, 10-41, Example 10.3 footing under uplift and lateral loads, 10-44, Example 10.5 footing under uplift load, 10-42, Example 10.4 soil pressure, 10-43, Equation 10.6 spread footing and, 10-38, 10-39 square footing size for gravity loads, 10-40, Equation 10.5 Pile foundation, 10-11 augering, 10-20, 13-7 bearing capacity, 10-14 compression capacity of, 10-12, 10-14, Equation 10.2 column connection failure, 10-24 concrete, 10-12 driving, 10-20 earth pressure coefficient, 10-14 effects of scour and erosion on, 10-21, 10-23 embedment, insufficient, 10-13 grade beams for, 10-23 installation, 10-20 installation methods, 10-20, 10-21 jetting, 10-20 lateral capacity, 10-18, 10-19, Equation 10.4, 10-19 modulus of subgrade reaction, 10-19 scouring around grade beams, 10-25 steel, 10-12 tension capacity, 10-15, Equation 10.3 wood, 10-12, 10-16, Example 10.1, 10-18 Pile notching, 7-21, 10-26, 10-31, 13-4, 13-5, 13-15, 13-18, 13-21, 13-22, 13-23 Platform framing, 9-27, 9-28 Plywood, 11-4, 11-16, 11-23, 13-12, 13-14, 13-23 decks, 11-37 inspection, 13-18, 13-27, 13-29 sheathing, 11-44, 13-26 untreated, 14-12 UV degradation, 14-7 I-10 COASTAL CONSTRUCTION MANUAL
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