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BEAM CALCULATIONS FOR <br /> PLAN M2525A2F- <br /> a E <br /> TO BE BUILT IN MAR 18 2021 <br /> EVERETT, 1NA <br /> CITY OF EVERETT <br /> Permit vices <br /> FOR <br /> PAVEL SVETLEACHNI <br /> • <br /> LOADING <br /> Roof 15 P5F Dead Load + 25 PSF Live Load = 40 PSF <br /> Floor 10 P5F Dead Load + 40 PSF Live Load = 50 P5F <br /> Gelling 5 PSF Dead Load + 10 P5F Live Load = 15 PSF <br /> Deck 5 PSF Dead Load + 60 PSF Live Load = 65 P5F <br /> Interior wall = 01 PSF <br /> Exterior wall = 10 P5F <br /> DEFLECTION <br /> Roof = L / 360 Live Load, L / 240 Total Load <br /> Floor = L / 4S0 Live Load, L / 360 Total Load <br /> 10 / 28 ' 20 <br /> NOTE: This stamp applies to the 5046 REGISTERED <br /> members and assemblies described in <br /> these calculations only. And is valid if it "` IT <br /> has a wet stamp. ,4?-( <br /> a E r id ,U L, <br /> Architects Northwest J013 No. Ia021I <br /> ARCHITECTS NORTHJNEST, Inc. <br /> 154115 142nd Avenue NE Suite 100 <br /> Woodinville, WA Gi80/2 <br /> (425) 455-4'100 FAX (425) 4S1-65S5 <br /> www.ArchitectsNW.com <br />