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41 -069 LOADS08
2ND 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: 11st walls 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 230 plyB 220 plyB 210 plyB 180 plyB 170 plyB 160 plyB 40 plyB 30 plyB 20 plyB 10 plyP 370 plyP 340 plyP 330 plyP 320 plyB 310 plyP 300 plyB 280 plyB 190 plyB 90 plyB 8 0 p ly B 70 plyB 60 plyB 50 plyG 270 plyG 260 plyG 250 plyG 110 plyG 100 plyG 360 plyG 290 plyG 200 plyG 140 plyG 130 plyG 120 plyB 380 plyB 240 plyB 150 ply