Construction of single or multiple hangars shall only be started after receiving, from the City Council, as approved, a hangar lease agreement for a leased site which will conform to the current airport layout plan (master plan) the application for which should provide assurance that the proposed construction will conform to the following.
(A) The structures shall be designed for a minimum roof load (snow or live load) of 30 pounds per square foot on the horizontal projection.
(B) The structures shall be designed for a minimum wind load of 20 pounds per square foot on the vertical walls and the vertical projector of the roof plus a minimum of 15 pounds per square foot uplift normal to the roof surfaces.
(C) All steel structural members shall be in accord with the 1962 Edition of AISI Specification for the design of light gage cold-formed steel structural members; and all timber structural members be in accord with Timber Construction Standards, AITC 100-65 of the American Institute of Timber Construction.
(D) Applicants shall build so as to accommodate the addition of a hard surface floor; all developed hangar sites are graded to final floor elevation. Applicants shall be encouraged to construct portland cement concrete floors or other satisfactory hard surface floors during initial construction.
(E) It shall be the responsibility of the applicant for a hangar site to provide the necessary ramp or tread runs from the hangar floor to the nearest taxiway surface.
(F) All hangars shall use a door design which will assure that all parts of said doors are confined within the limits of the main hangar structure.
(G) Construction shall not commence until the owner has secured a proper building permit from the city.
(H) All hangars shall maintain a minimum of four feet from adjacent property lines.
(Ord. 205, passed 2-4-1986) Penalty, see § 10.99