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Printed:6/27/2016 2:53:39 PM Q-2260-16.sbs Page 2 of9 <br />Section 1 -General Continued... <br />1.03 Quality Assurance <br />Codes and Standards <br />Use the following where applicable in building design: <br />AWS D1.1 "Structural Welding Code-Steel." <br />MBMA "Metal Building Systems Manual,"Current Edition.AISI "North American Specification for itte Design of Cold-Formed Steel Stmetural Mernbers."Current Edition.AISC "Sleel Construction Manual"and "Specification for Structural Stee1Buíldings Current Edition."SJI "Standard Specifications and Load Tables and Weight Tables forSicel loiBLE BIKÏ JOißt Girdet3."SDI "Diapragm Design Manual"and "Design Manual for Composite Decks,Form Decks and Roof Decks -No.31." <br />Use the following where applicable in other phases of design: <br />-Building Code and regulations of other governing authorities having jurisdiction at project site. <br />-Federal (Fed.Spec.),Military (MIL)and Commercial (CS)Standards and Specifications,as referenced herein. <br />-American Society for Testing and Materials (ASTM),Standards as referenced herein. <br />Ratings By <br />Underwriters'Laboratories,Inc.UL 580 <br />Factory Mutual Research.Class 1 Roof FMRC Standard #4471 <br />Design Criteria <br />Project Use Category Agricultural Jobsite Address 1202 Douglas Munro BlvdBuildingCode2015IBCCteElum,WA,98922 <br />County Kittitas <br />Live/Wind <br />Live Load 20.000 psf Wind Category N/ATrib.Area Reduction Allowed Yes Miles From Coastline NIAWindExposureExposureCRainIntensity4.0000 in/hrHurricaneCoastlineNo <br />Snow <br />und Snow Load 115.000 psf Snow Exposure Partially ExposedMinRoofSnowLoad110.000 psf Rain Load N/AThermalConditionsN/A Elevation Above Sea Level N/A <br />Seismic <br />Spectral Response(Ss)67.00 %%of Snow Load for Seismic NormalSpectralResponse(Sh)N/A Seismic Zone NIASpectralResponse(S1)27.00 %Near Source Factor N!ASpectralResponse(S2)NIA Design Seismic for Schools NIAAcceleratedCoefficient(Aa)NIA Soil Type (D)Stiff SoilVelocityCoefficient(Av)NIA Site Class/Soil Type (D)Stiff Soil <br />Collaterals <br />Building UL Classification Celling Load Other lond Ceiline TvveA-350'x200'x16'None 0.000 psf 5.000 psf Acoustical/Other <br />B -EWB Lean-to None 0.000 psf 0.500 psf Acoustical/Other <br />C -EWD Lean-to None 0.000 psf 0.500 psf Acoustical/Other <br />Cranes <br />Deflection Criteria <br />Building A -350'x200'x16' <br />Roof Purlins Roof Rafters <br />Live Lí150 Code Limit Live L/180 Code LimitSnowL/180 Code Limit Snow L/180 Code LimitWindL/180 Code Limit Wind L/180 Code LimitTotalGravityL/120 Code Limit Total Gravity L/120 Code LimitTotalUpliftNIATotalUpliftN/A <br />Frame Sidesway <br />Girts LI90 Code Limit Total Gravity HI60 Code LimitEndwallColumnsL/120 Code Limit Total Lateral HI60 Code Limit <br />Crane Load HI100 Code Limit