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M <br />i� De enkolb <br />._�9 <br />Degenkolb Engineers <br />600 University Street, Suite 720 <br />Seattle, WA 98101 <br />Phone: 206.262.9240 <br />Fax: 206.262.9346 <br />Subject: Door Frame Calculation Package Job Number: 65616017.00 Date: 9/1/2016 <br />Job: Boeing 40-03 Graphics Shop Relocation By: KPS Section: <br />Checked By: CA Page: <br />40-03 Door Frame Calculations <br />This calculation package is for the structu��al fi►-aming associated with the installation of a new door in an existing <br />wall in a freestanding struchu�e within the 40-03 building at the Boeing Everett campus. <br />As part of an interior partition, the door frame is designed to resist a Spsf lateral live load (IBC 1607.14) and <br />seismic loads calculated per ASCE 7-10. <br />Design standards used include: <br />• A[SC 360-10, Specification for Str�ictural Steel Buildings <br />• AISC Steel Construction Manual, Fourteenth Edition <br />• ACI 318-1 l, Building Code Requirements for Structural Concrete <br />r � RY'v,r ,�s` <br />c�' ��a� � <br />.e� ��'� �h`'gr G�v�,�l�k <br />C�,�� S� <br />� �,t� " �RAL � � <br />�`SSfONAL� <br />Page 1 of 1 <br />P:\projecLB051616\85616017A0\Calcs�Active\40-03 Graphics Shop Calcs.docx <br />