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Calculation: Design Suninony { 1-) <br />Code Summary <br />Building Code: <br />2018 International Building Code <br />Local Building Code: <br />Input if Applicable <br />Supplemental Code: <br />2016 ASCE 7 <br />Risk Category: <br />11 Standard -Occupancy Building <br />Seismic Design Parameters: <br />Ss: <br />1.384 So': 1.107 Sms: <br />1.661 Pa: 1.20 <br />Ie: 1.00 <br />SI: <br />0.492 SDI: - SAID <br />- Fv: - <br />Note: <br />I sec period seismic parameters require additional analysis per ASCE 7 Sect. 11.4.8 <br />Site Class: <br />D (Default) <br />Seismic Design Category: <br />D <br />Structural Heiglit'In,;: <br />25 tt <br />Wind Design Parameters: <br />Building Dimensions & Site Parameters: <br />Basic Windspeed'V': <br />98 mph <br />Mean Roof Height'h': <br />21.00 11. <br />ASD Windspeed'V..d: <br />76 mph <br />tlas«I Length: <br />60 11, <br />Esposme Category: <br />B <br />Width: <br />40 ft. <br />Topographic Factor, Kn : <br />1.00 <br />Site Elevation above Sea Level, zo : <br />566 ft <br />Gust Effect Factor'G': <br />0.85 <br />Enclosure Classification: <br />Enclosed Buildings <br />(GCpi): <br />0.18 & -0.18 <br />Snow Design Parameters: <br />Ground Snow Load'P6,': <br />25 psf <br />Live Loads: <br />Mark: Live Loads: <br />Description: <br />- 20 psf - <br />Roof Live Load <br />- XX psf- <br />-XXXXXXXXX <br />- XX psf- <br />-XXXXXXXXX <br />- XX psf- <br />-XXXXXXXXX <br />- XX psf- <br />-XXXXXXXXX <br />- XX psf- <br />-XXXXXXXXX <br />Dead Loads: <br />Roof <br />Structure = <br />6.80 <br />psf - Total <br />0111V at 48"oc <br />2.50 <br />psf <br />Pl}snood Sheathing <br />1.80 <br />psf <br />Xlembrane <br />2.50 <br />psf <br />Ceiling & NIEP = <br />3.50 <br />psf -Total <br />Insulation <br />L50 <br />psf <br />-Ceiling <br />2.00 <br />psf <br />Moor Finish= <br />0.00 <br />psf-'Total <br />-X,l',V,V,Y,IXX <br />0.00 <br />psf <br />Special= <br />1.50 <br />psf - Total <br />MEP <br />1.50 <br />psf <br />- Xi'X.XYXXX <br />0.00 <br />psf <br />-S.YXXXXY.t <br />0.00 <br />psf <br />-,U:X1;UVXX <br />0.00 <br />psf <br />Mile. = <br />1.50 <br />psf-Total <br />Design DL = <br />15.0 <br />psf <br />Total Max DL = <br />13.3 <br />psf <br />Total SDI, = <br />6.5 <br />psf <br />-Mansard Takeoff <br />Structure= <br />22.80 <br />psf - Total <br />Plywood Sheathing <br />1.80 <br />psf <br />&rterior Finish <br />20.00 <br />psf <br />Wood Frame <br />1.00 <br />psf <br />Ceiling & MEP = <br />0.00 <br />psf - 'total <br />-XLY-):,I VX <br />0.00 <br />psf <br />-XVX X:I'XV <br />0.00 <br />psf <br />Floor Finish= <br />0.00 <br />psf -Total <br />-X'VXL'LVXX <br />0.00 <br />psf <br />Special= <br />0.00 <br />psf - Total <br />-'U'A u'YX <br />0.00 <br />psf <br />- XL'L'iX'GL'V <br />0.00 <br />psf <br />-XXX.IXI'XXX <br />0.00 <br />psf <br />-XL'V,iXCU <br />0.00 <br />psf <br />Miser <br />1.50 <br />psf - Total <br />Design DL= <br />25.0 <br />psf <br />Total Max DL = <br />24.3 <br />psf <br />Total SDL= <br />1.5 <br />psf <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />Project: South Point Plaza Pg. No: A - I <br />Address: 10121 Evergreen Way 41, Everett, WA 98204 Date: 6/27/2023 <br />Client: SDH Architects, LLC Job No.: 23136 <br />