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r <br />i-. <br />i <br />A <br />i t <br />i <br />FILE #05-3124 <br />7 July 2005 <br />Paoe2or4 <br />See. 78>1405. NoBCBcroachnicnts. <br />The following shall not be considered to be encroachments on yard requirements: <br />(6) In side yards only, no accessory structure rhall be closer than ten feet from any <br />side lot line. <br />Sec. 78>1435. Location. <br />No detached garages or other accessory building shall be located nearer the front or street <br />lot line than the principal building on that iot except on lots which have frontage on a <br />lake and rear ya^ adjacent to a street, accessory buildings located within the street or rear <br />yards of such lots are subject to the setback requirements of section 78-30S(b), section <br />78-330(b) and section 78-350(b); except that detached garages may be located ten feet <br />from the street or real lot line when doors face away from the street and a turnaround is <br />provided on the site. <br />List of Exhibits <br />A. Application <br />B. Hardship Documentation Form <br />C. Existing £; Proposed Survey/Site Plan <br />D. Proposed Plans and Elevations <br />E. Submitted Hardcover Calculations <br />F. Documentation of Prior Variances <br />0. Photos Submitted by Applicants <br />H. Property Owners List <br />1. Plat Map <br />Ba .kgrouBO <br />The property owners would like to remove the existing, leaking roof of their detached <br />garage and replace the roof with one with a higher pitch and attic trusses for additional <br />storage. The existing garage is currently 3* from the rear lot line where a 10* setback is <br />normally required. <br />LOT ANALYSIS WORSHEET <br />Lot AreaAVidth! <br />LR-IC Lot Area Lot Width <br />Required 21,780 s.f. (O.Sacre)100’ <br />Actual 38,796 s.f. (0.89 acre)1.35’ <br />LR-IC Reqcircd Existint Propo^icd <br />Rear 10’3.0’3.0’ <br />South Side 10’55’55’ <br />North Side 10’54’54’ <br />Lakeshore 75’255’255’ <br />Average Lakeshore The existing building is located behind the average lakeshore setback <br />line.