In all areas of special flood hazards the following standards are required:
A.
Anchoring.
1.
All new construction and substantial improvements shall be anchored to prevent flotation, collapse or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy.
2.
All manufactured homes shall meet the anchoring standards of Section 18.220.040.
B.
Construction Materials and Methods.
1.
All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage.
2.
All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage.
3.
All new construction and substantial improvements shall be constructed with electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities that are designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding.
4.
Require, within Zones AE, AH or AO, adequate drainage paths around structures on slopes to guide floodwaters around and away from proposed structures.
C.
Elevation and Flood-proofing.
1.
New construction and substantial improvement of any structure shall have the lowest floor, including basement, elevated to or above the base flood elevation. Nonresidential structures may meet the standards in subsection(C)(3) of Section 18.220.010. Upon the completion of the structure, the elevation of the lowest floor including basement shall be certified by a registered professional engineer or surveyor. Such certification shall be provided in writing to the city engineer.
2.
New construction and substantial improvement of any structure in Zones AE, AH or AO, shall have the lowest floor, including basement, elevated above the highest adjacent grade at least as high as the depth number specified in feet of the on the FIRM, or at least two feet if no depth number is specified. Nonresidential structures may meet the standards in Section 18.220.010(C)(3). Upon the completion of the structure, the elevation of the lowest floor including basement shall be certified by a registered professional engineer or surveyor. Such certification shall be provided in writing to the floodplain administrator.
3.
Nonresidential construction shall either be elevated in conformance with Section 18.220.010(C)(1) or 18.220.010(C)(2), together with attendant utility and sanitary facilities:
a.
Be floodproofed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water;
b.
Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy; and
c.
Be certified by a registered professional engineer or architect that the standards of this subsection are satisfied. Such certifications shall be provided to the city engineer,
4.
Require that fully enclosed areas below the lowest floor, for all new construction and substantial improvements, which are subject to flooding shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters Designs for meeting this requirement must either be certified by a registered professional engineer or architect or meet or exceed the following minimum criteria:
a.
Either a minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided; the bottom of all openings shall be no higher than one foot above grade. Openings may be equipped with screens, louvers, valves or other coverings or devices provided that they permit the automatic entry and exit o floodwaters; or
b.
Be certified to comply with a local floodproofing standard approved by the Federal Insurance Administration.
5.
Manufactured homes shall also meet the standard in Section 18.220.040.
(Ord. 1210 § 3 (5.1), 1987; Ord. 1294 §§ 5, 6, 1993)