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y t <br /> t t , ' <br /> „. ...ww sE <br /> "um T PROJECT: JOB#: 25-04 <br /> A ENGINEERING A PERIVIABILT BY: <br /> 12810 NE 178TH ST.STE.218 /� �� J(�B_ <br /> J <br /> Woodinville,WA 98072 A(425)481-6601 DATE: ( <br /> Job Name: Baker-25078 <br /> Site Address: 2424 Walnut St. <br /> Everett, WA 98201 <br /> Jurisdiction: City of Everett, WA <br /> Job ID: Baker-25078 <br /> Design Specifications: 2015 IBC <br /> Building Type: Post-Frame <br /> Design Wind Speed (3 sec gust): 110 " mph @ SD Level <br /> Wind Exposure: B <br /> Roof Snow Loading: 25 psf <br /> Risk Category: I <br /> R: 1.5 <br /> % of Snow Incl. w/Seismic: 0 % <br /> Soil Site Class: D <br /> Allowable Soil Bearing: 2000 psf <br /> Analysis Procedure: Wind: ASCE 7-10 Envelope Procedure <br /> Seismic: ASCE 7-10 Equiv. Lateral Force Procedure <br /> Spectral Response Acceleration, Ss: 130 %g <br /> Load Combinations: ASD Basic <br /> Building Design Parameters <br /> - Roof DL: 3 psf <br /> Wall DL: 4 psf <br /> ,q.-, -iI <br /> /'-'cul Y .x1 C. �N. <br /> j/ � ' j o . <br /> ,Za '1( 1A:)/�. <br /> s e., 19969 <br /> ! tv: I/ic3/1 <br /> . 0 ).'1/) <br /> v5amn <br /> ,, <br />