INTERNAL PROTOTYPE — NOT LEGAL ADVICE — DO NOT SEND

Portland City Code ch. 14

Citation
Portland City Code ch. 14
Parent Document
Portland City Code ch. 14
Jurisdiction
Portland (municipal)

Other Sections in This Document (541)

Full Text

3,607 chars
c.   Water loading values used shall be         7.   Human alteration of sand dunes within
          those associated with the base flood.           Zones V1-30 and VE is prohibited unless it
          Wind loading values used shall be               can be demonstrated that such alterations
          those required by applicable state and          will not increase potential flood damage.
          local building standards.                  8.   The enclosed areas may be used solely for
3.   New construction or substantial                      parking vehicles, building access, and
     improvement of any structure located                 storage.
     within Zones V1-30 or VE shall have the         9.   Lobster sheds and fishing sheds located
     space below the lowest floor:                        seaward of mean high tide shall be exempt
     a.   Free of obstructions, or                        from the elevation requirement in
     b.   Constructed with open wood lattice              Subsection 12.4.5(G) only upon review and
          work, or insect screening intended to           approval by the Planning Authority or
          collapse under wind and water                   Planning Board and if all the following
          without causing collapse,                       requirements of Subsections 12.4.5(A), (K),
          displacement, or other structural               and (L) are met:
          damage to the elevated portion of the           a.   The conditional use shall be limited to
          building or supporting piles or                      low value structures such as metal or
          columns, or                                          wood sheds 200 square feet or less
     c.   Constructed with non-supporting                      and shall not exceed more than one
          breakaway walls which have a design                  story.
          safe loading resistance of not less than        b.   The structure shall be securely
          10 or more than 20 pounds per square                 anchored to the wharf or pier to resist
          foot.                                                flotation, collapse, and lateral
4.   A registered professional engineer or                     movement due to the effect of wind
     architect shall develop or review the                     and water loads acting simultaneously
     structural design, specifications, and plans              on all building components.
     for the construction, which must meet or             c.   The structure will not adversely
     exceed the technical criteria contained in                increase wave or debris impact forces
     the Coastal Construction Manual (FEMA                     affecting nearby buildings.
     55/February, 1986).                                  d.   The structure shall have unfinished
5.   A registered professional engineer or                     interiors and shall not be used for
     architect shall certify that the design and               human habitation.
     methods of construction to be used are in            e.   Any mechanical, utility equipment and
     accordance with accepted standards of                     fuel storage tanks must be anchored
     practice for meeting the criteria of                      and either elevated or floodproofed
     Subsections 12.4.5(P)(2) and (3).                         to two-feet above the base flood
6.   The use of fill for structural support in                 elevation.
     Zones V1-30 and VE is prohibited. CITY OF PORTLAND LAND USE CODE | 12-11 FLOOD PLAIN MANAGEMENT