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4.0 Lateral Design: <br />3825 Colby Ave, Everett, WA 98201, USA <br />Latitude, Longitude: 47.9663535,-122.2077619 <br />aa,rs, 3 Taco time NW- <br />®AII Smiles Northwest <br />ssrn sl � <br />z-'th st The Everett Clinic © n <br />Primary Care n <br />The Everett Clinic 0- <br />Gocgle Urgent Care <br />Dese - <br />Design Cods R nsnce Document <br />Risk Category <br />S t clap <br />Funko Field O <br />Everett Publicly <br />Schools - Community... <br />Map data •U2022 <br />2H92022.225:20PM <br />ASC -16 <br />It <br />D-Detail (See Sacdoa 1143) <br />TInPe <br />Value <br />DeeuiPtlon _ .. <br />ss <br />1265 <br />MCER 9mund moflon.(In, 0.2 semrM period) <br />51 <br />0.448 <br />MCER ground motion. (f 1.Ds period) <br />S <br />141a <br />Sltanodifled spocbal a.lemflon wlue <br />S., <br />null -See Seotbn 11.4.8 <br />Sile-modlfietl spectral exeleraUon value <br />am <br />1.012 <br />Numedc salami. design value at 0.2 sacpq SA <br />sw <br />null See SacWn 11.4.8 <br />Nuns "Wft design value at 1.0 sawn SA <br />Deck weight= <br />25 psf includes walls <br />Roof size = <br />208 sqft <br />Roof weight, Wr= <br />20801bs <br />Deck size= <br />156 sgft <br />Deck weight, Wd = <br />3900 Ibs <br />Total Weight, Wt= <br />5980 Ibs <br />Sds= <br />1.012 <br />R= <br />6.5 Shear wall <br />R= <br />1.5 Frame <br />Cs= Sds/R <br />P = 0.7CsW <br />227 For R =6.5 Roof <br />982 For R=1.5 Roof, 170 lbs per frame, 3 frames total <br />652 For R =6.5 at Deck - shear wall <br />The Roof is resisted by the frame and existing shear wall <br />The deck is resisted by the existing shear wall and new shear wall <br />To simplify the analysis a simple frame is analyied. <br />The additional shearto the exisitng wall is only 652 Ibs /2 = 326lbs ok by inspection <br />Job Number: <br />Engineer: <br />Frankie Tsui <br />Job Name: <br />3825 COLBY REMODELING <br />Date: <br />2/16/2022 <br />Location: <br />3825 COLBY AVE, Everett, WA 98021 <br />Page: <br />11 <br />