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41 -069 LOADS06
35351ST FLOOR STRUCTURESHIPPING INFORMATION:DESIGNED BY: Doug HodginsJOB: CookeAudette Larry/CookeWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/8" = 1'NOTES:SHEET NUMBER: 1foundation LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A06/02/17DESCRIPTION:FINALN/AN/AHelen Dr. Southampton. DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Live Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.B 10 plyB 20 plyB 30 plyB 50 plyB 60 plyB 70 plyB 210 plyG 40 plyG 150 plyG 160 plyG 200 ply