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u. rage J IN i 2015-03-0413:38:12(GMT) 18664051 91 8 From: Khris Barber <br /> AMERICAN BUILDINGS <br /> A I ILICOP I COMPANY <br /> Spec Machine M5O07-069 Part: 1 - Part 1 <br /> Design Loads <br /> 2011 Wisconsin Commercial Building Code <br /> Description Value <br /> *Classification of Building <br /> II.All buildings and other structures except those listed in Categories I,Ill,and IV <br /> *Exposure(Surface Roughness)Category C.Open terrain with scattered obstructions having <br /> heights generally less than 30 feet&where Exposures <br /> B or D do not apply <br /> *Uniform Roof Live Load Not To Be Less Than Value As Defined By Selected Code <br /> With Tributary Load Reductions As Permitted By Code <br /> *Uniform Roof Snow Load Not To Be Less Than Value As Computed In Compliance With Selected Code <br /> *Roof Exposure Condition Partially Exposed:All roofs except as indicated below <br /> *Thermal Condition All structures that do not otherwise qualify as <br /> either"Structures kept just above freezing and <br /> others"or"Unheated structures and structures <br /> intentionally kept below freezing" <br /> *Ground Snow Load 30.0 psf <br /> *Basic Wind Speed(3-second gust) 90.0 mph <br /> *Enclosure Classification Enclosed Buildings <br /> *0.2s Short Period Spectral Response Acceleration S(s) 10.0%g <br /> *1.0s Spectral Response Acceleration S(1) 5.0%g <br /> Site Classification D.Stiff soil profile <br /> *Importance Factors: is =1.0 <br /> Iw =1.0 <br /> le =1.0 <br /> *Calculated Roof Snow Load 21.00 psf based on Ground Snow and Factors. <br /> * Exposure Factor: Ce =1.0 <br /> *Thermal Factor. Ct =1,0 <br /> *Uniform Collateral Load-Frames and Purlins 3.00 psf <br /> *Collateral Load Category Roof members not supporting ceiling but supporting <br /> sprinklers,lighting,or other materials <br /> *Additional Uniform Collateral Load-Frames Only 0.00 psf <br /> 2101 East Main,El Paso,IL 61738 Estimate Summary 3/2/2015 2:42 PM-Page 2- <br />