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s <br /> � SHUTLEI� <br /> -CONSULTING ,1oB UG 62 <br /> ENGINEERS,Inc. SHEET NO. COVER 0� <br /> CALCULATED BY jch DATE 10/13/2016 <br /> 12503 Bel-Red Road,SuIte 100 CHECKED BY DATE <br /> Bellevue,Washington 98005 SCALE <br /> (425)450-4075 FAX(425)454-4076 JOB NUM8ER 15-49 <br /> STRUCTURAL CALCULATIONS FOR: <br /> MONIJMENT SIGN FOUNDATION <br /> UNDERWOOD GARTLAND 62 <br /> EVERETT,WASHINGTON <br /> PROPOSED BY: HE <br /> �. G' ,q4, <br /> ,e� a�wasyi � <br /> UNDERWOOD GARTLAND DEVELOPMENT ���� �'� � ~�A� <br /> PO BOX 3513 - �� � �� ,� <br /> BELLEVUE,WA 98009 �-— <br /> - d� .:.- - - - - ... _. . ... .. -- .. <br /> " �`� ai��� �' -,y� . <br /> �.�, f�._. �� ;� :;� <br /> � t;z., �;�.���3,,,.,,,,L1•�,,,,.�'-.,�,,1�• „j <br /> . � . . . . . . . . .. . � . . .. ... . . . . . �.;V,��, .,:f,�d,�.r�.�j^`.��b� • � � . <br /> .. . � . �•�.,,,�,aw1.L�w /� . <br /> li�w�" -.f� <br /> / D� <br /> DESIGN CRITER.IA: <br /> CODE.................................. INTERNATIONAL BUILDING CODE, 2015 EDITION <br /> ROOF L1VE LOAD................. 25 PSF SNUW LOAD, Is=1.0 <br /> WIND LOAD:........................ 110 MPH ZONE, EXPOSURE'B', Iw=1.0 <br /> SEISMIC ZONE..................... SITE CLASS 'D', Sds=0.949, Sd1=4.S43, Ie-1.0 <br /> ALLOWABLE SOIL BEARING IS 3000 PSF PER REPORT ES-2232.02 DATED FEBRUARY <br /> 2015 BY EARTH SOLUTIONS N.W, <br /> ��� <br />