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� � _ � � SHUTLER <br />� — CONSULTII�IG <br />� � _ ENGINEERS, Inc. <br />12503 Bel-Red Road, Suite 100 <br />Bellevue, Weshington 98005 <br />(425) 450-4075 FAX (425) 450-0076 <br />STRUCTURAL CALCULATIONS FOR: <br />ROOFTOP MECHAICAL UNIT: <br />GRUMA GROUP TI <br />POWDER MILL BUSINESS CENTER <br />BUILDING A <br />EVERETT, WASHINGTON <br />PROPOSED BY: <br />PANATTONI DEVELOPMENT <br />MECHANICAL CONTRACTOR: <br />UNIVERSAL REFRIGERA,TION <br />(253) 939-5501 phone <br />JOB Gruma TI/ Powder Mill A <br />SHEET NO. COVER OF <br />CALCULATED BY STG DATE 4/1/15 <br />CHECKED BY JS DATE 4/1/15 <br />JOB NUMBER 14-22.05 <br />I'Yl � � c��- C��3 <br />, <br />=�� w�. ��- � � ��e �Ja�� C�n (� <br />Digitally signed <br />byJoseph J. <br />Shutler <br />Date: 2015.04.02 <br />08:36:05 -07'00' <br />DESIGN CRITERIA: <br />CODE .................. ................ INTERNATIONAL BUILDING CODE, 2012 EDITION <br />ROOF LIVE LOAD ................. 25 PSF SNOW LOAD <br />WIND LOAD ...... ................... 110 MPH ZONE EXPOSURE "B", Iw =1.0 <br />SEISMIC DESIGN INFORMATION: <br />Ss = 145.5% Sds = 0.970 <br />S1= 56.0% Sd1= 0.485 <br />Rp = 6 Ap = 2.5 <br />Ie = 1.0 <br />SITE SOIL CLASS = "C" <br />SEISMIC DESIGN CATEGORY = "D" <br />