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41 -069 LOADS10
ROOF STRUCTURESHIPPING INFORMATION:DESIGNED BY: Doug HodginsJOB: CookeAudette Larry/CookeWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/8" = 1'NOTES:SHEET NUMBER: 1roof planes LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A06/02/17DESCRIPTION:FINALN/AN/AHelen Dr. Southampton. DESIGN ASSUMPTIONS ==================== Loads: T/C Live: 35 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load Case: Snow Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges.G 10 plyG 20 plyG 30 plyG 40 plyG 50 plyG 60 plyG 70 plyG 80 plyG 90 plyG 100 plyG 110 plyG 120 plyG 130 plyG 140 ply2X12 RAFTERS 16" O/C2X12 RAFTERS 16" O/C2X10 RAFTERS 16" O/C2X10 RAFTERS 16" O/C