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emir' <br /> 6 l(- 010 <br /> S <br /> ..ter_ TSE P RECkatED JOB* X29-9 <br /> A EN <br /> •ENGINEERING A BY: <br /> 12810 NE 178TH <br /> Woodinville,WA 88072ST.a 25E 481-6601 IL/ 1 " <br /> ( a JUN 15 201 <br /> DATE: <br /> Job Name: Schaffer <br /> Site Address: 1501 Baker Ave <br /> Everett, WA 98201 <br /> Jurisdiction: City of Everett 1&% ,gij,R <br /> Job ID: Schaffer <br /> JAN 2 8 2019 <br /> CITy OF <br /> Design Spediefng Type: Post-FrameB ciications: 2015 ICEvE <br /> OF ery cesTT <br /> Design Wind Speed (3 sec gust): 110 mph @ SD Level <br /> Wind Exposure: B <br /> Roof Snow Loading: 25 psf <br /> Risk Category: II <br /> R: 6.5 <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: 150 %g <br /> Load Combinations: ASD Basic <br /> Building Design Parameters <br /> Roof DL: 7 psf <br /> Wall DL: 8 psf e*.Ab' <br /> Via' ' .�y Ir 3lj�' <br /> Ar 41 14 4 <br /> yr IX, ' iw6t" I <br /> 9968 .' <br /> , ., NAL ' i .,1 <br /> 6' 1411118) <br /> LI <br /> 1,.0 <br /> v 5.9.07 b <br /> d ,: <br /> 6 ; <br />