In all areas of special flood hazards the following standards
are required:
A. Anchoring.
All new construction and substantial improvements of structures, including
manufactured homes, shall be adequately anchored to prevent flotation,
collapse or lateral movement of the structure resulting from hydrodynamic
and hydrostatic loads, including the effects of buoyancy.
B. Construction
Materials and Methods. All new construction and substantial improvements
of structures, including manufactured homes, shall be constructed:
1. With
flood resistant materials, and utility equipment resistant to flood
damage for areas below the base flood elevation;
2. Using
methods and practices that minimize flood damage;
3. 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; and
4. Within
zones AH or AO, so that there are adequate drainage paths around structures
on slopes to guide flood waters around and away from proposed structures.
C. Elevation
and Floodproofing.
1. Residential
Construction. All new construction or substantial improvements of
residential structures shall have the lowest floor, including basement:
a. In AE, AH, A1-30 zones, elevated two feet above the base flood elevation.
b. In an AO zone, elevated above the highest adjacent grade to a height
two feet above the depth number specified in feet on the FIRM, or
elevated at least four feet above the highest adjacent grade if no
depth number is specified.
c. In an A zone, without BFEs specified on the FIRM (unnumbered A zone), elevated two feet above the base flood elevation; as determined under Section
23.40.042C.
Upon the completion of the structure, the elevation of the lowest
floor, including basement, shall be certified by a registered civil
engineer or licensed land surveyor, and verified by the community
building inspector to be properly elevated. Such certification and
verification shall be provided to the floodplain administrator.
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2. Nonresidential Construction. All new construction or substantial improvements of nonresidential structures shall either be elevated to conform with Section
23.40.051C1 or:
a. Be floodproofed, together with attendant utility and sanitary facilities, below the elevation recommended under Section
23.40.051C1, so that 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 civil engineer or architect that the standards of Section
23.40.051C2a and
b are satisfied. Such certification shall be provided to the floodplain administrator.
3. Flood
Openings. All new construction and substantial improvements of structures
with fully enclosed areas below the lowest floor (excluding basements)
that are usable solely for parking of vehicles, building access or
storage, and 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 floodwater. Designs for meeting this requirement
must meet the following minimum criteria:
a. For non-engineered openings:
i. Have a minimum of two openings on different sides having a total
net area of not less than one square inch for every square foot of
enclosed area subject to flooding;
ii. The bottom of all openings shall be no higher than one foot above
grade;
iii.
Openings may be equipped with screens, louvers, valves or other
coverings or devices provided that they permit the automatic entry
and exit of floodwater; and
iv. Buildings with more than one enclosed area must have openings on
exterior walls for each area to allow flood water to directly enter;
or
b. Be certified by a registered civil engineer or architect.
5. Garages
and Low Cost Accessory Structures.
a. Attached Garages.
i. A garage attached to a residential structure, constructed with the garage floor slab below the BFE, must be designed to allow for the automatic entry of flood waters. See Section
23.40.051C3. Areas of the garage below the BFE must be constructed with flood resistant materials. See Section
23.40.051B.
ii. A garage attached to a nonresidential structure must meet the above
requirements or be dry floodproofed. For guidance on below grade parking
areas, see FEMA Technical Bulletin TB-6.
b. Detached Garages and Accessory Structures.
i. "Accessory structures" used solely for parking (two-car detached
garages or smaller) or limited storage (small, low-cost sheds), as
defined in Article II or this chapter, may be constructed such that
its floor is below the base flood elevation (BFE), provided the structure
is designed and constructed in accordance with the following requirements:
(A)
Use of the accessory structure must be limited to parking or
limited storage;
(B)
The portions of the accessory structure located below the BFE
must be built using flood-resistant materials;
(C)
The accessory structure must be adequately anchored to prevent
flotation, collapse and lateral movement;
(D)
Any mechanical and utility equipment in the accessory structure
must be elevated or floodproofed to or above the BFE;
(E)
The accessory structure must comply with floodplain encroachment provisions in Section
23.40.056; and
(F)
The accessory structure must be designed to allow for the automatic entry of flood waters in accordance with Section
23.40.051C3.
ii. Detached garages and accessory structures not meeting the above standards must be constructed in accordance with all applicable standards in Section
23.40.051.
(Ord. 2014-12)
Since floodways are an extremely hazardous area due to the velocity
of flood waters which carry debris, potential projectiles, and erosion
potential, the following provisions apply:
A. Until
a regulatory floodway is adopted, no new construction, substantial
development, or other development (including fill) shall be permitted
within Zones A1-30 and AE, unless it is demonstrated that the cumulative
effect of the proposed development, when combined with all other development,
will not increase the water surface elevation of the base flood more
than one foot at any point within the City of Encinitas.
B. Within
an adopted regulatory floodway, the City of Encinitas shall prohibit
encroachments, including fill, new construction, substantial improvements,
and other development, unless certification by a registered civil
engineer is provided demonstrating that the proposed encroachment
shall not result in any increase in flood levels during the occurrence
of the base flood discharge.
C. If subsections
A and
B of this section are satisfied, all new construction, substantial improvement, and other proposed new development shall comply with all other applicable flood hazard reduction provisions of this article.
(Ord. 2014-12)
Within coastal high hazard areas, Zones V, V1-30, and VE, as established under Section
23.40.032, the following standards shall apply:
A. All
new residential and nonresidential construction, including substantial
improvement/damage, shall be elevated on adequately anchored pilings
or columns and securely anchored to such pilings or columns so that
the bottom of the lowest horizontal structural member of the lowest
floor (excluding the pilings or columns) is elevated to or above the
base flood level. The pile or column foundation and structure attached
thereto is anchored to resist flotation, collapse, and lateral movement
due to the effects of wind and water loads acting simultaneously on
all building components. Water loading values used shall be those
associated with the base flood. Wind loading values used shall be
those required by applicable state or local building standards.
B. All
new construction and other development shall be located on the landward
side of the reach of mean high tide.
C. All
new construction and substantial improvement shall have the space
below the lowest floor free of obstructions or constructed with breakaway
walls as defined in Article II of this chapter. Such enclosed space
shall not be used for human habitation and will be usable solely for
parking of vehicles, building access or storage.
D. Fill
shall not be used for structural support of buildings.
E. Man-made
alteration of sand dunes which would increase potential flood damage
is prohibited.
F. The
floodplain administrator shall obtain and maintain the following records:
1. Certification by a registered engineer or architect that a proposed structure complies with Section
23.40.057A; and
2. The
elevation (in relation to mean sea level) of the bottom of the lowest
horizontal structural member of the lowest floor (excluding pilings
or columns) of all new and substantially improved structures, and
whether such structures contain a basement.