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D. Fees and Payment: - The following fees shall be <br /> required for all signs as outlined in this Chapter: <br /> 1 . Sign Permit Fee. A fee for each electrical <br /> circuit in the amount of $1.00 shall be paid together with a permit' <br /> .; fee, based upon the valuation of the sign, as follows: <br /> $100 Valuation - Fee $2.00 <br /> $100 to $400 - 3.00 <br /> $400 to $700 - 5 .00 <br /> $700 to $1,000 - 6.00 <br /> Each $1,000 thereafter 3.00 <br /> E. Maintenance - All signs, together with all of their <br /> .; supports, braces, guys, and anchors, shall be kept in repair and <br /> kin proper state of preservation and working order. <br /> F. Inspection - All signs for which a permit is required <br /> shall be subject to inspection by the Building Inspection Departmentt. <br /> 1. Electrical inspection. All signs containing <br /> electrical wiring shall be subject -to the provisions of the <br /> , governing electrical code, or, if designated by the City, the <br /> '? electrical components used shall bear the label of an approved <br /> '' testing agency. <br /> 2. Reinspection. All signs may be reinspected at , <br /> $ the discretion of the Building Inspection Department . <br /> 3. Name Plate. The erector's name must appear <br /> ; visibly on all signs . <br /> } <br /> Section 5: Design, Construction and Materials <br /> A. Construction Requirements - Signs and sign structures <br /> shall be designed and constructed to resist wind and seismic <br /> liforces as specified in this Section. All bracing systems shall be ! <br /> designed and constructed to transfer lateral forces to the founda- E <br /> tions . For signs on buildings the dead and lateral loads shall be <br /> /! transmitted through the structural frame of the building to the <br /> kjground in such manner as not to overstress any of the elements <br /> thereof. <br /> 1 The overturning moment produced from lateral forces shall <br /> in no case exceed two-thirds of the dead-loan resisting moment. <br /> Uplift due to overturning shall be adequately resisted by proper <br /> anchorage to the ground or to the structural frame of the building. <br /> The weight of earth super-imposed over footings may be used in <br /> determining the dead-load resisting moment. Such earth shall be <br /> carefully placed and thoroughly compacted. <br /> 1. Wind Loads. For the purpose of design, wind <br /> pressure shall be taken upon the gross area of the vertical pro- <br /> jection of all signs and sign structures at not less than 20 <br /> pounds per square foot for those portions less than sixty feet <br /> 60' ) above the ground, and at not less than 30 pounds per square <br /> toot for those portions more than sixty feet (60' ) above the <br /> ground. <br /> -4- <br />