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3% <br />r— <br />m <br />FINIAL - PER BUILDER <br />STANDING SEAM <br />METAL ROOF <br />12 <br />IX4 TRIM 6 <br />+21-I _ _ _ <br />CUPOLA PLATE <br />24"X32" SHUTTER <br />10" TRIM <br />GUPOLA BASE—" - - <br />11) <br />GUPO <br />5HIN6LE ROOFING <br />+q'-4" <br />TOP OF MASONRY <br />BOARD 4 BATTEN <br />SIDING <br />+O'-O" <br />FINISHf FLO_OR <br />Ix2 OVER Ix6 TRIM <br />12 <br />6 <br />7 <br />A4.O <br />0- <br />0 <br />cm <br />"— 8" LAP 51DIN6 <br />Right Wing Elevation: <br />SCALE: 3/16" = 1'-0" <br />SCALE: 3/16" = 1'-0" <br />FINIAL - PER BUILDER <br />STANDING SEAM <br />12 METAL ROOF <br />6 <br />IX4 TRIM <br />- --- <br />--- <br />- -�-I� - <br />GUPOLA PLATE <br />24"X32" SHUTTER <br />ID" TRIM <br />--- <br />--+�7_6 <br />CUPOLA BASE <br />12 <br />3 <br />6 <br />A4.O <br />5HIN6LE ROOFING <br />TOP OF MASONRY <br />BOARD ff BATTEN <br />51DIN6 <br />1. <br />Ix2 OVER IX6 TRIM <br />FLOOR <br />+28'-O" <br />"TOP PLATE (TOV <br />+22'-5" <br />STOP OF MA5OW <br />#!;�q - <br />71 OF MA5ONF <br />+0'-O" <br />FINISH FLOOR_ <br />28 <br />TOP <br />TOP <br />'210 <br />4 <br />TOP <br />BOAI <br />51D1� <br />GMU <br />WRAI <br />FIBEI <br />-V+O'-C <br />FINIS <br />�F��ALE3/�V= '-O" <br />° Left Elevation <br />1 SCALE: 3/16" = 1'-0" <br />7FIN6 <br />\TTEN <br />15 <br />ITH <br />NT <br />1V <br />Ilk <br />rm <br />a <br />c� <br />o <br />m� <br />U <br />� <br />O <br />LL <br />Lm <br />rr <br />vi <br />0 <br />cz <br />cf)(A <br />= <br />N <br />BSB <br />DESIGN <br />www.bsbdesign.com <br />100 Main St. Suite 209 <br />Safety Harbor, Florida 34695 <br />813 265 4808 <br />JOB NO: AM150335 PROJ MGR: JD <br />DRAWN: CDE CHECKED: JD <br />EXTERIOR ELEVATIONS <br />I <br />All <br />