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y^tructural Coverage <br />Total Lot Size Total Structural Coverage Percentage <br />14,200 s.f.Existing: 2,116 s.f.14.9% <br />Proposed: 2,373 s.f. (900 s.f. garage)16.7% <br />Possible: 2,223 s. f. (750 s.f. garage)15.6% <br />Allowed: 2,129 s.f.15.0% <br />Issu&s <br />1. <br />2. <br />3. <br />4. <br />Garage can meet the 750 sq. ft. maximum to meet the 10’ sideyards and still provide parking <br />for 3 vehicles (Reduce depth by 5') <br />Applicant should be asked for hardship circumstances. Staff acknowledges the reason for <br />relocating the garage off the sewer easement, however, the new garage is 40% larger than <br />the existing garage. <br />Total hardcover will be reduced on the site with the proposed new 900 sq. ft. garage, but it <br />could be reduced even further by a 750 sq. ft. garage, or a garage the size of the existing <br />garage (24.2’ x 26.5'). <br />Structural Coverage is currently at 14.9%. <br />STAFF RECOMMENDATION <br />Staff recommends denial of a hardcover variance for the 75 ’-250' zone with a proposed <br />hardcover of 30.6% where 34% exists now and 25% is allowed, as well as a variance for the <br />side yard setback to be 10’, where 15 ’ is required, for the construction of a 30’ x 30’ (900 sq. <br />ft.) detached garage, and a variance for structural coverage on the lot, where 15% is allowed, <br />14.9% currently exists and 16.7% is proposed. <br />Exhibits: <br />A <br />B <br />C <br />D <br />E <br />F <br />G <br />H <br />Application <br />Applicant’s Letter of Hardship <br />Location Map <br />Plat Map <br />Survey <br />Elevations <br />Hardcover Calculations <br />Neighboring Property Owners List <br />M2SIS Tom & Maurtin Palm. 1685 Concordia Street <br />Variances <br />August 9.1999 <br />page-5