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ADDRESS O" w y 3
6CC - S- 1 - Auto 0-c •vA .SCOeC li
SENTINEL BUILDING SYSTEMS
P. 0. BOX 345
ALBION, NE 68620
(800) 327 -0790
PERMIT NO: A 0 - 7
ERECTION DRAWINGS
�e�EJL�Le
_ FOR
MCCLEAN DESIGN & CONSTRUCTION
1035 COUNT" T
I FREMn 117 T, ^'L 68025 -7924
``' PROJECT:
APPROVED i
RECE IVED ED WOODHOUSE FORD BUILDING
2546 SOUTH HWY 30 PLANNING
BLAIR, NE 68008
I PUBLIC Mi - \S
o -,Y OF BLAIR
NEBRASKA B26841 FIRE DEPT
BUILDING DATA:
I o � P Width (ft) = 64
Peak Offset (ft) = 64 ;
U OC L- W Length (ft) = 56
a d O O Eave Height (ft) = 20.83
Cl) Q Z CO Roof Slope (rise /12) = 0.5:12
Z Z W Dead Load (psf) = 2.500
_ Live Load Q -
I ZW�Z (psf) = 30.00 p
Q M >< Live Load Reduction = No
LL O O Z Collateral Load (psf) = 1
O C1 0- — Roof Snow Load (psf) = 30
I J W W Ground Snow Load (psf)= 35.72
= Wind Load = 90 mph
H ~ CC W Wind Code = IBC 06
W co LL
Closure = Closed
Q O Z O Exposure = C
U O Importance - Wind = 1.00
Q LU O Z Importance - Seismic = 1.00
I -j F- g O Seismic Coefficient = 0.205 (Ss *Fa)
Q O O Seismic Zone /Design Category = A
O Z O
CC -j Designer = KF
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DATE: 10/ 1/10 a W OEE'•Rr`'�
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