32 -016 132 Crosspath permit review 2011-05-03132 Crosspath permit review
2011-05-03
G103.5 Floodway encroachment. Prior to issuing a permit for
any floodway encroachment, including fill, new construction,
substantial improvements and other development or land-disturbing
activity, the building official shall require submission
of a certification, along with supporting technical data, that
demonstrates that such development will not cause any
increase of the level of the base flood.
Mass Amendments:
SECTION G301 Design and Construction Requirements in Flood Hazard Areas and Coastal Dunes.
G301.1 General. Work subject to the requirements of Appendix G shall be designed by a
registered design professional. Design certification shall be provided in accordance with
section 1612.5.
Construction documents shall indicate proposed details of floor, wall, foundation support
components, loading computations, and other essential technical data used to meet the
requirements of this appendix.
G104.2 Application for permit. The applicant shall file an
application in writing on a form furnished by the building official.
Such application shall:
1. Identify and describe the development to be covered by
the permit.
2. Describe the land on which the proposed development is
to be conducted by legal description, street address or
similar description that will readily identify and definitely
locate the site.
3. Include a site plan showing the delineation of flood hazard
areas, floodway boundaries, flood zones, design
flood elevations, ground elevations, proposed fill and
excavation and drainage patterns and facilities.
4. Indicate the use and occupancy for which the proposed
development is intended.
5. Be accompanied by construction documents, grading
and filling plans and other information deemed appropriate
by the building official.
6. State the valuation of the proposed work.
7. Be signed by the applicant or the applicant’s authorized
agent.
G801.1 Detached accessory structures. Detached accessory
structures shall be anchored to prevent flotation, collapse or lateral
movement resulting from hydrostatic loads, including the
effects of bouyancy, during conditions of the design flood.
Fully enclosed accessory structures shall have flood openings
to allow for the automatic entry and exit of flood waters.
Detached accessory structures are not required to be
elevated, provided they are constructed or installed to
minimize damage to the structures themselves, and to
avoid flotation that may adversely impact other structures
or block the flow of floodwaters and drainage.