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BEAM GAL C.ULATIONS FOR <br /> FLAN MS I O I A S—OF <br /> TO E3E 5UILT IN JuN - 428D <br /> 0 <br /> 18 <br /> LV RETT, 1A1A. CITY 0 <br /> Permit ServRE7'7° <br /> FOR <br /> JOHN ($ DAN)'EL= KENNEDY <br /> LOADING <br /> Roof 15 FSF Dead Load + 25 FSF Live Load = 40 FSF <br /> Floor 10 FSF Dead Load + 40 PSF Live Load = 50 FSF <br /> Gelling 5 FSF Dead Load + 10 FSF Live Load = 15 FSF <br /> Deck 5 PSF Dead Load + 60 FSF Live Load = 65 PSF <br /> Interior wall = 07 PSF <br /> Exterior wall = 10 FSF <br /> DEFLECTION <br /> Roof = I / 560 Live Load, 1 / 560 Total Load <br /> Floor = 1 / 480 Live Load, I / 560 Total Load <br /> 5046 <br /> NOTE: This stamp applies to the EGISTERED <br /> members and assemblies described in 4 ���R=IT <br /> these calculations only. And is valid if it �' �/��� <br /> has a wet stamp. �i%Lai <br /> SFa Ileb <br /> T' OF• :S-F1-111\11G TON <br /> r tir-5 C 574' II 'c\://i i's.-7,1I <br /> 1 tvi NY 25 2018 <br /> CITY OF EV .R TT <br /> Peiiii <br /> Architects Northwest JOB No. 170160 <br /> ARCHITECTS NORTHWEST, Inc. <br /> /I\ 180115 142nd Avenue NE Suite 100 <br /> OWNER GRANGE, Woodinville, WA 018072 <br /> GRAWLSFAGE TO BASEMENT 4/27/2018 (425) 485-40100 FAX (425) 487-6585 <br /> www.ArchitectsNW.com <br />