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• • <br /> iilAlue l.reak Job No. 19683 <br /> consulting Client PEP BOYS <br /> 25001 Eaten/Road, Suite 410 <br /> Sheet No. G-01 <br /> 2is 223 3200 44128 Drawn By TF Date 03/28/2022 <br /> www.bluestteak-consulting.com <br /> Project Name PEP BOYS Project Manager Janet Romanic <br /> Address 10113.EVERGREEN WAY <br /> EVERETT,WA 98204 <br /> Governing Building Code` 2018 1EBC Risk Category(IBC table 1604.5) it <br /> (ASCE7-16) <br /> Importance Factors Snow Is <br /> j "0 <br /> Building Dimensions L 219'-4" (Tbl 1.5-2) Seismic le to <br /> B 229'-4" <br /> Wind Iw <br /> h 20' Building Official - <br /> Phone Number - <br /> Building Description Existing Masonry Building <br /> Frost Depth 18"MIN. <br /> Ground Snow Load p9 ,53 psf <br /> Wind Speed Veit 98 Exposure B <br /> Live Loads(psf) Roof 20 Hurricane Prone Region? YIN N <br /> (Tbl 4-1) Floor 100 Wind-borne Debris Region? YIN N <br /> Floor <br /> Stairs Flood Hazard Area? YIN N <br /> Base Flood Elevation(BFE) <br /> Does Geotechnical Report Exist? YIN NO Latitude: 47.9056371, <br /> If NO,will a Report be generated? Longitude: -122.2425039 <br /> If NO, generate soils risk letter to owner <br /> Allowable Bearing Pressures Project Dates: Permit - <br /> Columns 1500 psf *ASSUMED Construction - <br /> Wall Footings psf <br /> Seismic Site Class D *ASSUMED Is there a Site Plan Y/N NO Plot it <br /> Seismic Design Category D Stepped Footings? .. -- <br /> Subgrade Modulus - pci Retaining Walls? <br /> Preliminary Lateral Force Resisting System Ordinary Reinforced Masonry, Shear Walls <br /> (Tble 12.2-1) <br /> sketch plan view below 03/2$ Z 2 <br /> • <br /> I D :stamp F1? .EcEovE- <br /> f APR 0 4 2022 . <br /> CITY � � . <br /> QF -SETT :.r <br /> Permit Services J` +`'. t-11J-' `4` * <br /> EXPIRES 02,f21/22 <br /> 1I60 <br />