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CONDUIT ' 'S�CG'OL�S
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LOCAL CODE ;\ - - -� ' �
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3" CLEAR
TYP. 15' -0" C TO C
I •I. _ I I 1 - I ,�,; .. r I r• TACK WELD NUT
ANCHOR BOLT DETAIL
I�7' -6" WIDTH CONCRETE V(6) EBAR MAT FRONT & BACK 01 1/4" AASHTO M314 -90 Gr. 55 STEEL
ELEVATION VIEW ACES OF FOOTING:
#5 x 6' -0" LG. VERTICAL
(TOTAL 12) PER FOOTING.
(7) #3 x 7' -0" LG. HORIZONTAL
FOUNDATION DESIGN NOTES: (TOTAL 14) PER FOOTING. +` (�r✓!P .
1. Concrete shall have a minimum
TS 12 "x12"
compressive strength of 2500 PSI at 28 days. s
2. Reinforcing steel shall be ASTM A -615 Gr. 60. .n
3. Spade footing designed using soil bearing forces G'
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1/4 of 2000 PSF Static, 2660 PSF Dynamic, and 250 PSF * 08
1/4 V per foot Lateral, based on geotechnical data from
-- - - - - -- Thiele Geotech, Inc. Project No. 10345.00 T FOF NEz
dated August 24, 2010.
22 " 4. Anchor bolts shall be AASHTO specification 3 "4
17 "� M314 - 90 Gr. 55 steel.
� DESIGN WINDLOAD: SITE:
Woodhouse Ford
Based on the Nebraska State Fire Marshal Act
(2006 IBC) using Exposure C and 90 mph winds. 2171 South Highway 30
N
DESIGN SNOW LOAD: Blair, Nebraska 68008
Based on Ground Snow Loads. A 1 27 Aug 10 1 RELEASED FOR PERMITTING I J. HOGAN
REV I DATE I DESCRIPTION I APPROVED
Robert —James & Associates, Inc.
12 1/8" SQ. OPEN 41 1/2" x 1 13/16" (4) SLOTS 12255 West 187th Street, Mokeno Illinois 60448 -9737
w /R1 /2" CORNERS FOR 01 1/4" AASHTO M314 -90 phone: 708 479 - 8385 , fax: 708 479 - 8395 email: rja37 @comcast.net'
Gr. 55 ANCHOR BOLTS
ME BASE PLATE DETAIL
1 1/2" ASTM A -36 STEEL 24' -0" OAH TWIN POLE ENTRANCE ARCHWAY
DRAWN BY D. MUNNS DATE 27 Aug 10 SCALE DRAWING NUMBER I SHEET REV.
CHECKED BY J HOGAN DATE 27 Aug 10 NONE 1008159 1 OF ') A