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`1•1E\ .IPSE ECLIPSE- ENGINEERING . COM <br /> ENGINEERING <br /> Design Criteria <br /> Eclipse Engineering Project Number 21-10-166 Project Manager NB <br /> Project Location Everett,WA Project Engineer BA <br /> Client Equipto <br /> 225 Main Street <br /> Address <br /> Tatamy,PA 18085 <br /> Contact Collin Straus <br /> Phone 610-330-6570 <br /> Email CStrausC eouioto.com <br /> Building Department Everett,WA <br /> Governing Codes 2018 WSBC,2018 IBC,ASCE 7-16,AISI-S100-12,ACI 318,AISC 360 <br /> Occupancy Emergency Exit(No storage) <br /> Floor Live Load 125 psf Seismic LL% 0% <br /> Concentrated Live Load 300 lb Non-concurrent with distributed load <br /> Floor Dead Load 19 psf <br /> Soil Bearing Pressure 1500 psf Soils Report?Assumed <br /> Slab Thickness 5 in.-Assumed Slab Pc 3000 psi <br /> Coordinates 47.938968,-122.240035 <br /> Seismic Design Category D <br /> Importance 1 <br /> Beams,posts and braces ASTM A1011 Grade 40,Fy=40 ksi or better <br /> "Other"Steel Items ASTM A36 Grade 36,Fy=36 ksi or better <br /> Bolt ASTM A325 U.N.O.Snug tight fit required U.N.O. <br /> Weld E70xx Electrode or better <br /> MAP3-72-96�)a 6 ft.x 3.5 ft.x 8 ft.tall w/1 stairs <br /> MAPL1-96-96® 8 ft.x 4.5 ft.x 8 ft.tall w/1 stairs <br /> MAP2-96-96(a 8 ft.x 3.5 ft.x 8 ft.tall w/1 stairs <br /> Configurations <br /> Governing Configuration MAPL1-96-96 <br /> 1/20 <br />