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23A-061 LOADS08
2ND FLOOR STRUCTUREEXISTING STEEL GIRDERNEW STAIR OPENINGSHIPPING INFORMATION:DESIGNED BY: Doug HodginsJOB: 63 Malple StKeiter/63 Maple StWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/2" = 1'NOTES:SHEET NUMBER: 11st walls LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A05/04/18DESCRIPTION:FINALN/AN/AFlorence Ma DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 30 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.1.67kips3.63kips0.05kips0.05kips0.67kips1.46kips0.67kips1.46kipsG 10 plyG 20 plyG 40 plyG 50 plyB 30 ply3'10"10' 8"9' 4"5'11"