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1001 W CASINO RD BASE FILE 2018-01-01 MF Import
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1001 W CASINO RD BASE FILE 2018-01-01 MF Import
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Last modified
11/20/2019 1:59:18 PM
Creation date
8/28/2017 3:37:25 PM
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Address Document
Street Name
W CASINO RD
Street Number
1001
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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GREENE ENGINEERING COMPANY <br /> 11715 S.E. 5TH STREET, SUITE 100 <br /> BELLEVUE, WASHINGTON 98005 <br /> Project: Victorian Place Apartments Date: June 9, 1994 <br /> Location: Everett, Weshington Job Number: 94036 <br /> Buildinp Code: UBC 91 <br /> Loads: RF DL 96 psf FLR DL 20 psf DECK DL 12 psf CORR DL 20 psf <br /> RF LL 25 psf FLR LL 40 psf DECK LL 40 psi CORR LL 100 psf <br /> RF TL 41 psf FLR TL 60 psf DECK TL 52 psi CORR TL 120 psf <br /> Wind Loads: Exposure B, Wind Speed 80 mph, I = 1.0 <br /> Seismic Loads: Zone 3, Z = 0.3, I = 1.0, Rw= 6 <br /> Retaining Walls: 40pcf Equiv. Fluid Pressure (Assumed) <br /> Footings: 2500 psf(See Soils Report by Associeted Eerth Sciences, Inc. <br /> deted August 1, 1989) <br /> Concrete: Mix Use . <br /> F'c= 2000 psi Sidewelks <br /> F'c = 3000 psi Faotings, Ret Walls, Wal�s, Slab on Grade <br /> Reinforcing Steel: Grade 60 Fy = 40 ksi <br /> Fs = 20 ksi <br /> Glued Laminated Beams: Grade 24F-V4 S�mple Span <br /> Grede 24F-V8 Cantilevers <br /> Plywood: Douglas Fir-Larch, 5 Ply with Exterior Glue <br /> Sawn Lumber: 2x Studs H.F. Stud Grade � <br /> 2x Top Plates H.F. Const Grade � o�w�� <br /> 2x 6ot Plates H.F. Util Grade <br /> Joists H.F.#2 <br /> Posts D F. # 1 <br /> 4x Headers D.F. #2 0 * 957s o � <br /> 6x Beams D.F. # 1 brane� <br /> ,oN�.�° y q¢ <br /> un�s � <br />
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