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I - 3 8 U E ..--- <br /> AIM AEI SHUTLER <br /> '_,III_ CONSULTING ,0 3 UG-64 <br /> 1 Wes= ENGINEERS,Inc. NOV U 4 LULL s1 ET NO. COVER OF <br /> r .�dCULATED BY DAV DATE 3-5-2021 <br /> l 12503 Bel-Red Road,Suite I00 CITY OF E V ERE'FcKED BY DATE <br /> I Bellevue,Washington 98005 Permit Services SCALE <br /> (425}450-4075 FAX(425)450-4076 JOB NUMBER 21-17 <br /> I STRUCTURAL CALCULATIONS FOR: <br /> IUNDERWOOD GARTLAND 64 <br /> SIEVERS-DEUCEY ROAD <br /> IEVERETT, WA 98203 <br /> G. H�q <br /> +�Og wets" • <br /> • ti - ., <br /> ARCHITECT: -- y f Z <br /> ,, <br /> SYNTHESIS PLLC v 3I757 � <br /> 12503 BEL-RED ROAD, SUITE 101 '', et -ALE i; 4 <br /> loNAL ,-P <br /> BELLEVUE, WA 98005 <br /> I (425) 646-1818 -15-'9( <br /> DESIGN CRITERIA: <br /> CODE INTERNATIONAL BUILDING CODE, 2018 EDITION <br /> I ROOF LIVE LOAD 25 PSF SNOW LOAD, Is= 1.0 <br /> WIND LOAD 110 MPH ZONE, EXPOSURE 'B', Iw= 1.0 <br /> SEISMIC DESIGN INFORMATION: <br /> I Ss= 1.363 Sds= 0.909 <br /> Si = 0.484 Sd! = 0.584 <br /> Cs= 0.218 Ie = 1.0 <br /> IR= 5.0 110=2.0 <br /> SITE SOIL CLASS = "D" <br /> 1 SEISMIC DESIGN CATEGORY= "D" <br /> FOUNDATION DESIGN PER GEOTECHNICAL REPORT#ES-4866.04 DATED FEBRUARY <br /> 10, 2021, BY EARTH SOLUTIONS NW LLC. DESIGN CRITERIA INDICATED IN THE <br /> IGEOTECHNICAL REPORT ARE AS FOLLOWS: <br /> ALLOWABLE SOIL BEARING CAPACITY ..2,500 psf <br /> PASSIVE SOIL RESISTANCE 300 pcf <br /> IACTIVE SOIL PRESSURE 35 pcf <br /> COEFFICIENT OF FRICTION .0.4 <br /> I <br /> 1 <br /> I <br />