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surfaces. Hydrostatic loads on irregular is curved geometric surfaces shall be determined by considering the separate vertical and horizontal components acting simultaneously under the distribution of the hydrostatic pressures. (9) Hydrodynamic loads. Hydrodynamic loads shall consider the maximum water pressures resulting from the mnt i nn of the watP_r mass associated with the design storm. Full intensity loading shall be applied on all structural surfaces above the design grade which would affect the flow velocities. (10) Desiqn conditions - General: (a) Foundations for all major structures shall be designed for the horizontal and vertical pressures generated by wave forces between the elevation of the design breaking wave crest or wave uprush superimposed upon the storm surge and the stable soil elevation of the site. (b) All major structures shall be designed to withstand 110 mile per hour windspeeds in accordance with the Standard Building Code. (c) Appropriate shape factors shall be applied for resistance against overturning and uplift as required elsewhere in this code. Internal pressures on interna -1 ---walls, ceilings, and floors resulting from damaged windows or doors shall be considered in the design unless the specified windows and doors have been tested by an approved testing agency and have been shown to be capable ---of withstanding the design pressures required herein. (d) Mobile homes shall conform to the Federal Mobile Home Construction and Safety Standards of the Uniform Standards Code ANSI book 1A-119.1, pursuant to section 320.823, Florida Statutes, in addition to the other requirements contained in this chapter. Section 402.12 Structural requirements for nonhabitable major structures Nonhabitable major structures need not meet the specific structural requirements of Section 402.11, except that they shall be designed to produce the minimum adverse impact on the beach and dune system and shall comply with the applicable standards of construction found elsewhere in this code. All sewage treatment and public water supply systems shall be floodproofed to prevent infiltration of surface water anticipated under design storm conditions. Underground utilities, excluding pad transformers and vaults, shall be floodproofed to prevent infiltration of surface water expected under design storm conditions or shall otherwise be designed to function when submerged under such storm conditions. SmeadSoft Reprint Date: Tuesday, August 20, 2013 - 12:05:37 - OfficialDocuments:611, Attachment Id 0, Page 10