Laserfiche WebLink
H� <br />3 <br />L <br />LMJM® SIIUTLER <br />��■® CONSULTING <br />ENGINEERS, Inc. <br />1300 - 110 Aienut SE, Sulre ISO <br />Bellevue, WmItIn(ton 9W4 <br />(206) 45/14075 FAX (206) 450 4076 <br />65350:3 <br />JOB Contour Idustrles <br />SHEET NO. COVER <br />OF <br />CALCULATED BY JJS <br />DATE 121041N <br />CHECKED BY <br />DATE <br />SCALE_ <br />JOB NUMBER M54 <br />STRUCTURAL CALCULATIONS FOR: <br />Crane Footings for: <br />Contour Aerospace <br />Everett, Washington <br />PROPOSED BY: <br />Contour Industries <br />2916 100n' Street S.W. <br />Everett, Washington 98204 <br />(206) 743-4500 Fax (20 D -60 <br />ARCHITECT: <br />CITY OF EVERETT <br />Bldg. Petn* Counter <br />EXPIFES 09/12/ <br />CITY OF EjlE.ltE' <br />DESIGN CRITERIA: <br />CODE ................................ UNIFORM BUILDING CODE, 1994 Edition <br />ROOF LIVE LOAD ................. N/A <br />WIND LOAD ........................ N/A <br />SEISMIC ZONE .................... III, Z=0.3, Rw--4 1; /6196 <br />FOUNDATION LOADS ARE AS INDICATED ON THE DRAWINGS DATED 13i BY <br />WASI-IING rON CRANE AND HOIST. <br />FOUNDATION DESIGN BASED ON SOILS REPORT NUMBER F-I548 BY EARTH <br />CONSULTANTS INC. ALLOWABLE SOIL BEARING EQUALS 2500 PSF ON COMPACTED <br />STRUCTURAL FILL, 5000 PSF ON NA'r1VE TILL PER THE SOILS REPORT. <br />