601 E 25 St - #4906A (1988) (METAL BUILDING) DOCUMENTSlot
1,
4
Ano
PN
July 6, 1988
R.W. Whitaker,
2613 S. Orlando Drive, Suite A
Sanford, Florida 32771
Re: Job No. 06-295-88C
90' span x 1201long x 201-0" eave height with 1.0/12 roof slope
and bay spacing of 5 @ 241.
Jobsite: Sanford, Florida
This is to certify the above referenced building will be designed in
accord with American Inititute of Steel Construction (AlSC) and
American Iron and Steel Institute (AlSI) design procedures and good
engineering practice and for the following loads. All welding is per -
the American Welding Society (AWS) Code. Loads are applied in accord
with the Metal Building Manufacturers Association "Recommended Design
Practices Manual".
Dead Load ................... ........ metal building structure
only as furnished by
Crown
Wind Load ........................... 110 mph
Live Load based on tributary area:
0-200sg.ft.... .` 20 ............ psf
201-600sq.ft............,.... 16 psf
over 600sg.ft................. 12 psf
This Letter of Certification applies solely to the steel building and
its component parts as furnished by Crown Metal Buildings and
specifically excludes any foundation, masonry, or general contract
work.
Ark. Watts. 1-800'331-6684 Uj01)8431856 Nst'iWatts 1'800-527-09H63