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&%esco <br /> <br />Irtle~,.:ity in People -- I~rt~duc:t -- Pevft~rmance <br /> February 28, 1994 <br /> <br />Perkins & Kaestner <br />8271 Rambler De,, N.E. <br />Silverton, OR 97381 <br /> <br />Re: Mesco Order #94-2919 <br /> <br />Gentlemen: <br /> <br />This letter is to certify that the referenced 63'-6" wide, 28'-7" sidewall <br />height, 210'-4" long building, type GFS, manufactured by Mesco Metal Buildings <br />of Grapevine, Texas, has been designed in accordance with the following loads: <br /> <br />Design Standard <br />Locale <br /> <br />1991 Uniform Building Code <br />Marion County, OR <br /> <br />Specified Design Loads <br /> Live Load* <br /> Ground Snow Load <br /> Roof Snow Load <br /> Wind Yelocity <br /> Seismic <br /> Dead Load <br /> <br />Collateral Load <br /> <br /> 30 psi ~ <br />35.7 psi <br /> 25 psi (Importance Factor 1.0) <br /> 90 mph; Exposure C (Import. Fctr. 1.0) <br />Zone 3 (Importance Factor 1.0) <br />The weight of the metal building components <br />as it occurs in this design. <br />0 psi uniform dead load. <br /> <br />*The specified design live load may be reduced up to 40% <br />based on tributary area. <br /> <br /> Loads applied in accordance with the design standard. <br /> / <br />This certification is limited to the steel framework and fasteners reqnired <br />for its installation, and the metal roof and metal wall covering and fasteners <br />required for their iBstallation. <br /> <br />This certification specifically excludes an analysis of the foundation and <br />parts supplied by an~Metal Buildings. <br /> <br /> % ~ ~ v~e~nuf~ct~cer's Engineer <br /> <br /> MESCO METAL BUILDINGS · P,O, 8OX 20 · GRAPEVINE, TEXAS 76099-00~1~ 1~ <br /> <br /> <br />