ad--2010-00079_0001-1.jpg ADDRESS
6CC - S I -/Zino r2c�c S CD �C `- �u C•� �j' a.o2 -��c�.
SENTINEL BUILDING SYSTEMS
P. O. BOX 345
ALBION, NE 68620
(800) 327 -0790
PERMIT NO: �4 0 an 7
ERECTION DRAWINGS
FOR Q f kal K CA
MCCLEAN DESIGN & CONSTRUCTION
�►1 ec �iF.r�,L�1. �- L��� 1035 COUNTY Rn T
FREMnt, -, ,!z 68025 -7924 T Q
�M t �.(,� A N c � 1r �/ C w' � l �e� �/ 5'1 CwK . Q U i e w J A s eo J. IJ L 0 6
VED
�S ecru RECE UE - 6.3 PROJECT: APPRO!
WOODHOUSE FORD BUILDING
2546 SOUTH HWY 30 PLANNING
OCT 19 2010 BLAIR, NE 68008
PUBLIC Ut '-Q
CITY OF BLAIR FIRE DEPT - A= __ A
NEBRASKA B26841
Q
Z -j W U) BUILDING DATA: C G N js N t G a �►
O < 2 Width (ft) = 64
Peak Offset (ft) = 64 VL° tVL -6.'{ I
1 cc WO W Length (ft) = 56
(L 0 O Eave Height (ft) = 20.83 d4" As fat
(n Q Z Roof Slope (rise /12) = 0.5:12
? Z O W Dead Load (psf) = 2.500 ��
Z W 0 L Load (psf) = 30.00 e G [dti
Q M ] Q Live Load Reduction = No
U- OO 0 z Collateral Load (psf) = 1
O 0 Q„ 0 Roof Snow Load (psf) = 30 ff Q
J W W 0 Ground Snow Load (psf) = 35.72 A t�QG
D D 2 Wind Load = 90 mph l ��
CO) � ~ W W T
= Wind Code = IBC 06 O Sec O C • 6 - 3
Closure = Closed
B O Z O Exposure = C T— 4-0 3.3
U O Importance - Wind = 1.00
Q m F- 0 Z Importance - Seismic = 1.00
J�_ O Seismic Coefficient = 0.205 (Ss *Fa) E
Q O O Seismic Zone /Design Category = A r `'
O J > O T t
o Q 0 �� Designer = KF
IL = LL O -------- ------------ 611 ;
Qcl�0(.)
DATE: 10/ 1/10
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