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' (2c3) <br /> /1 <br /> (.''9 <br /> HCI Steel Buildings LLC j ,�'` <br /> 6310 188th St. NE C �'/4r� . <br /> Arlington, WA 98223 �4 - 1 <br /> Aer �s <br /> s <br /> STRUCTURAL DESIGN CALCULATIONS <br /> FOR <br /> Wilcox Construction Inc. <br /> 7400 Hardeson Rd. <br /> Everett, WA 98201 <br /> Sunbelt Everett <br /> 7400 Hardeson Rd. <br /> Everett, WA 98201 <br /> 2992 <br /> BUILDING LAYOUT <br /> Width (ft)= 25.0 <br /> Length (ft)= 20.0 <br /> Eave Height (ft)= 18.0/ 18.0 <br /> Roof Slope (rise/12 )= 2.00/ 2.00 <br /> BUILDING LOADS <br /> Roof Dead Load (psf )= 2.0 <br /> Wall Dead Load cb�Po wn ALL, <br /> Left Endwall (psf )= 2.0 y <br /> Right Endwall (psf )= 2.0 6'o <br /> Front Sidewall(psf )= 2.0 N = f' 7 <br /> Back Sidewall(psf )= 2.0 iv y a_' <br /> cll <br /> Roof Live Load (psf )= 20.0 �',9G ire, 7 /• <br /> Frame Live Load (psf )= 18.3 OA. cTU,A` 4N.► <br /> Collateral Load (psf )= 1.0 FSS/O T G <br /> Snow Load (psf )= 25.0 <br /> Wind Speed (mph )= 97.0 AUG 16 2021 <br /> Wind Code = IBC 18 <br /> Closed/Open = 0 <br /> Exposure = B <br /> Importance - Wind = 1.00 <br />