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Calculation: Design Summary {1-1) • • <br /> Code Summary I <br /> Building Code: 2021 International Building Code <br /> Local Building Code: - <br /> Supplemental Code: 2016 ASCE 7 <br /> Risk Category: II Standard-Occupancy Building <br /> Seismic Design Parameters: <br /> Ss: 1.385 Sips: 1.108 SMs: 1.662 Fa: 1.20 Ie: 1.00 <br /> Si: 0.492 $r I: - SM1: Fv: <br /> Note: 1 sec period seismic parameters require additional analysis per ASCE 7 Sect. 11.4.8 <br /> Site Class: D(Default) <br /> Seismic Design Category: D <br /> Structural.Height'ha': 115.0 ft <br /> Wind Design Parameters: I Building Dimensions&Site Parameters: <br /> Basic Windspeed'V': 110 mph Mean Roof Height'h': 115.0 ft. <br /> ASD Windspeed'Vasd: 86 mph (Larger)Length: 1000.0 ft. <br /> Exposure Category: C Width: 400.0 ft. <br /> Topographic Factor,K,: 1.00 Site Elevation above Sea Level,zg: 0.0 ft <br /> Gust Effect Factor'G': 0.85 <br /> Enclosure Classification: Enclosed Buildings <br /> (GCpi): 0.18 & -0.18 <br /> Snow Design Parameters: I <br /> Flat Roof Snow Load'Pf: 25 psf <br /> Live Loads: I <br /> Mark: Live Loads: Description: <br /> - 20 psf- Roof live load <br /> Design Background <br /> -Existing warehouse racks:Deadload estimation(Per Shelf) <br /> Structure= 402.00 lb-Total <br /> shelf: 50.0 lb <br /> Shelf beams @ 38"o.c.spacing, (4)per rack frame: 223.0 lb <br /> Rack posts, (4)total per rack: 129.0 lb <br /> Non Structural= <br /> Light gauge sheet metal at top(assumed weight): 40.0 lb <br /> 3"diameter sprinkler pipe(full): 118.0 lb <br /> Misc.= 50.00 lb-Total <br /> Design DL= 610.0 lb <br /> 728 134th St.SW,Ste 200,Everett,WA 98204 I (425)741-3800 <br /> Project: Boeing Bldg 40-31/40-03 Pg.No: A-1 <br /> Rei=C,1et0ll Address: 3003 W Casino Rd,Everett,WA 98204 Date: 9/11/2023 <br /> Client: Sazan Group Job No.: 26.2023.057 <br /> 2 1 5 Page 1 of 14 <br />