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r ii <br /> 61 <br /> General Notes <br /> M <br /> 2 1/2' 250 STEEL STUD BRACE <br /> ATTACH TO STRUCTURE 8' ❑C <br /> M <br /> / <br /> 2 1/2' 256 STEEL STUD BRACE <br /> ATTACH TO STRUCTURE 8' DC SUSPENDED CEILING <br /> o 3 1/2' 250 STEEL TRACK <br /> SUSPENDED CEILING <br /> o 0 <br /> 3 1/2' 25G STEEL TRACK o / '� <br /> , \ <br /> 6' 250 STEEL JOIST <br /> -6' 256 STEEL JOIST <br /> 0 <br /> 0 <br /> 0 <br /> o 5/8' TYPE 'X' GWB 5/8' TYPE 'X' GWB <br /> --- 5/8' TYPE 'X' GWB - 5/8' TYPE 'X' GWB 5/8' TYPE 'X' GWB ------ <br /> 0 <br /> o <br /> 5/8' TYPE 'X' GwB <br /> ° 3 1/2' 25G STEEL STUD 24' OC <br /> — 3 1/2' 25G STEEL STUD 24' OC <br /> 3 1/2' 256 STEEL STUD 24' ❑C 1 BUILDING PERMIT 9/8/04 <br /> ATTACH TRACK TO FLOOR 24' ❑C ATTACH TRACK TO FLOOR 24' DC <br /> ATTACH TRACK TO FLOOR 24' ❑C 0/ 0 <br /> o �— <br /> CONCRETE FLOOR CONCRETE FLOOR CONCRETE FLOG <br /> R------\ <br /> ‘41o. Revision/Issue Date <br /> 0 CROSS SECTI❑N CROSS SECTION CROSS SECTI❑NN <br /> SCALE 3/8' = 1' - 0' SCALE 3/8" = 1' - 0" SCALE 3/8' = 1' - 0' Designer <br /> TENANT <br /> . PAGE <br /> i1 PEISN <br /> , ,. I5727 LAKEVIEW AVE. SE <br /> MONROE, WA 98272 <br /> (425) 346-1793 <br /> FAX (206) 666-4022 <br /> -41 <br /> N. / / N / N / N / N / N. / NContractor <br /> < x > < ).E > < x > < x , > <br /> - i \\ \ \\ \ \ \ \ \ \ \ Retail Contractors LLC <br /> 17150 Tye St.SE Suite A <br /> , <br /> Y __r__ <br /> Monroe,WA.98272 <br /> ____ ____ <br /> (360)863-1550 <br /> fax(360)863-8969 <br /> Lic#RETAICL985R6 <br /> 0 ELEVATION <br /> SCALE 1/4' = 1,--0' <br /> Project Name 1 <br /> TOP NAILS <br /> EVERETT MALL <br /> 1402 SE EVERETT MALL WAY <br /> SUITE 5B <br /> 1EVERETI WASHINGTON <br /> 98208 <br /> N / � N N N <br /> \ . / N / N 41 <br /> ,__,:% /uSheet Title <br /> / /, %/ <br /> T: rI <br /> - ELEVATI❑NS <br /> , r__________ 601f0 ii—OaS , <br /> Project Sheet <br /> 5171 <br /> r Date <br /> 9/4/04 / <br /> OELEVATION . A <br /> SCALE 1.4' = 1'-0' 1 <br /> \.. -- - <br /> l4O2SEEverettMaU Way <br /> . . 4,, , • „ . . • 4 ii <br /> s <br />