Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
23C-110 LOADS061stFloor
1ST FLOOR STRUCTURESHIPPING INFORMATION:DESIGNED BY: Doug HodginsJOB: CaronJeff Bott/ CaronWest Hatfield Ma.21 West St.rk Miles Inc.Scale: 1/4" = 1'NOTES:SHEET NUMBER: 1foundation LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A04/10/17DESCRIPTION:FINALN/AN/A 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.G 10 plyG 20 plyG 30 plyG 160 plyG 170 plyB 180 ply6' 8"18' 0"15' 4"6' 0"20' 0"40' 0"7' 8"7' 8"9' 0"9' 0"7' 0"13' 0"