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LOADS10
ROOF STRUCTURESHIPPING INFORMATION:DESIGNED BY: Doug HodginsJOB: Keiter/LaddKeiter Builders/Ladd GaraWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 3/8" = 1'NOTES:SHEET NUMBER: 12nd walls LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A03/07/18DESCRIPTION:FINALN/AN/A107 Vernon St Northampton 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.0.85kips2.31kips0.85kips2.31kips0.83kips2.31kips0.83kips2.31kips0.31kips0.82kips0.31kips0.82kipsB 10 plyB 30 plyB 40 plyG 20 ply24' 0"22' 0"