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! <br />� � � SHUTLER <br />� � - CONSULTING <br />=== ENGINEERS, Inc. <br />12503 Bel-Red Road, Suite 100 <br />Bellevue, Washington 98005 <br />(425) 450-4075 TAX (425) 450-407G <br />STRUCTURAL CALCULATIONS FOR: <br />CEILING FRAMING <br />GRUMA GROUP/ MISSION FOODS TI <br />POWDER MILL BUSINESS CENTER <br />BUILDING A <br />EVERETT, WASHINGTON <br />PROPOSED BY: <br />PANATTONI DEVELOPMENT <br />ARCHITECT: <br />JOB MissioN Gruma! Powder Mill A <br />SHEET NO. COVER OF <br />CALCULATED BY STG DATE 4/15l15 <br />CHECKED BY JS DATE 4/15/15 <br />SCALE <br />JOB NUMBER 14-22.07 <br />LANCE MUELLER & ASSOCIATES ARCHITECTS <br />� 130 LAKESIDE <br />SEATTLE, WA 98122 <br />(206) 325-2553 phone <br />� <br />Digitally signed <br />by Joseph J. <br />Shutler <br />Date: <br />2015.04.16 <br />13:35:01 -07'00' <br />DESIGN CRITERIA: <br />CODE .................................. INTERNATTONAL BUILDING CODE, 2012 EDITION <br />CEILING LIVE LOAD ............. 10 PSF <br />SEISMIC DESIGN INFORMATION: <br />Ss =145.5% Sds = 0.970 <br />S1= 56.0% Sd1= 0.485 <br />Ie = 1.0 <br />SITE SOIL CLASS = "C" <br />SEISMIC DESIGN CATEGORY = "D" <br />FOUNDATION DESIGN PER GEOTECHNICAL REPORT # T-6241 DATED JUNE 23, 2014, BY <br />TERRA ASSOCIATES, INC. AI;I, FOUNDATION WORK PER THIS R�PORT. DESIGN CRITERIA <br />INDICATED IN THE GEOTECHNICAL REPORT ARE AS FOLLOWS. <br />ALLOWABLE SOIL BEARING CAPACITY...3000 PSF <br />PASSIVE SOIL RESISTANCE ......................300 PCF <br />COEFFICIENT OF FRICTION ......................0.35 ...._�.�,.T.,..,,�,.,_�...--�-.-�--•�-- , �- <br />�,...__, ta ��� t ��- <br />f ! ��� ���`' � �.7 �� � l'J� � � I � <br />c:,6�rv �a� Er�����T <br />P��rrr�it `��:rv;c��s <br />