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ECLIPSE <br /> ENGINEERING ECLIPSE-ENGINEERING .COM <br /> Design Criteria <br /> Project Information: <br /> Eclipse Engineering Project Number 22-10-138 <br /> Project Manager T.Berro <br /> Project Engineer J.Teems <br /> Project Location Everett,WA 98203 <br /> Client Information: <br /> Client Equipment Roundup and Manufacturing <br /> 1109 N.E.146th Street <br /> Address <br /> Vancouver,WA 98685 <br /> Contact Jessee Nielsen <br /> Phone (360)576-1171 <br /> Email jessee®equipment-roundup.com <br /> Structural Information: <br /> Building Department Everett Washington <br /> Governing Code ASCE 7-16 <br /> Ground Snow Load n/a <br /> Min Flat Roof Snow/Live Load nla <br /> Basic Wind Speed(MPH) n/a <br /> Exposure: n/a <br /> Seismic Category D <br /> Occupancy: Light Storage <br /> Floor Dead Load 20 psf <br /> Floor Live Load 125 psf <br /> Soil Bearing Pressure 1500 psf <br /> Slab Thickness 6 in. <br /> Coordinates 47.9336865,-122.256386 <br /> Soils Report: Assumed <br /> Slab f'c: 3000 psi <br /> Area: 801 sf <br /> AISC Steel Requirements: <br /> Rolled Steel ASTM A570,Grade 50,Fy=50 ksi or better <br /> Structural Steel"W"Shape ASTM A992,Grade 50,Fy=50 ksi or better <br /> Structural Steel"C"Shape ASTM A36,Grade 36,Fy=36 ksi or better <br /> Structural Steel Tube ASTM A500,Grade C,Fy=50 ksi or better <br /> Structural Plate Steel ASTM A36,Grade 36,Fy=36 ksi or better <br /> Bolt A325 U.N.O.Snug tight fit required U.N.O. <br /> Weld E70xx Electrode or better <br /> MISSOULA,M1 WHITEFESHMT SPOKANE WA PEND.OR PORTLANU OR <br /> %/ P:t406Y7214733 �(400)5szaas PH:(509)azi n3E, PH(541)385059 P:cc«n 3954229 1/81 � <br /> 0 / <br />