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PEAK HGHT. <br />EL. 191' -0'� <br />PEAK HGHT. <br />EL. 123' -l' <br />EAVE HGHT. <br />EL. 114' -`i' <br />SOFFIT HGHT. <br />le IF <br />tL. 113' -9' <br />WNDW. HGHT.�`� <br />tL. III <br />-vier <br />FIN. FLR. <br />tL. Imo'• p' <br />STANDING SEAM METAL <br />ROOF <br />I!4 <br />STANDING 6EAM METAL <br />ROOF <br />=,C t® <br />MAR 2 7 2002 <br />CITY ,KB IKI LAKES <br />XTERIOR ELEVATION <br />100 north sixth street <br />suite 650c <br />minneapolis, mn <br />55403 -1594 <br />T 612 339 2257 <br />F 612 349 2930 <br />www.shealinkcom <br />«minneapois » .c.c " <br />client: <br />TCF BONK <br />project title: <br />TCF BANK <br />BRANCH BANK <br />LINO LAKES <br />MINNESOTA <br />sheet title: <br />EXTERIOR <br />ELEVATIONS <br />pmiact nir S5 <br />scale: AS S <br />drawn by: -MN <br />checked by: <br />team certain <br />MK <br />date: <br />no. dale issued for <br />1 hereby cerlily that this plan S P BCeficat0n <br />or report was prepared by n'!B Otr under <br />my direct supervision and tts� ! a� <br />a <br />duly registered architect and r % �B Ian of <br />thestatant e'eJSattLVEBDTA <br />0195E <br />date. <br />rec. ncz= <br />21585 <br />A7. 1 <br />