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Structural Coverage <br />Total Lot Size <br />14,200 s.f. <br />Total Structural Coverage <br />Existing: 2,116 s.f. <br />Proposed: 2,373 s.f. (900 s.f. garage) <br />Possible: 2,223 s. f. (750 s.f. garage) <br />Allowed: 2,129 s.f. <br />Percentage <br />14.9% <br />16.7% <br />15.6% <br />15.0% <br />Issues <br />1. <br />2. <br />3. <br />4. <br />Garage can meet (he 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 IC, where 15' is required, for the construction of a 30' x 30' (900 sq. <br />ft) detached garage, and a variance foe 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 />O <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 />§231S Tom A Maurttn Palm, 1685 Concordia Strut <br />Variancu <br />August 9,1999 <br />pagt-3 <br />• 1