FOUNDATION NOTES 1

FOUNDATION NOTES
1. Concrete, 3000 P.S.I. Min Utl. Strength
2. ASTM A-615 grade 40 deformed

rebar
3. All forms must be removed from
concrete before placing compacted
backfill.
4. Reforcing is recommended for
temperature & shrinkage control.

lock washer

tower leg

9/16 x 1 bolt, nut & lock washer
2 req’d (not shown) for bottom of
sections 3,4,5, 76 using part nos.
BXB3, BXB4, BXB5, & BXB6,
respectively

3 req’d (shown) for bottom of
sections 7 & 8 using part nos.
BXB7 & BXB8, respectively.

bottom of

tower leg

conctete base stub
(part number BXB3 thru BXB8)
Note: part no BXB8 to fit on
inside of tower leg; all others
to fit on outside of tower leg.

FOUNDATION PAD
SECT. NO	W	X	D	CU YARDS CONCRETE	A
3	3' - 6"	1' - 9"	4' - 0"	1.8	1' - 0 1/4"
4	4' - 0"	2' - 0"	4' - 0"	2.4	1' - 2"
5	4' - 6"	2' - 3"	4' - 0"	3	1' - 3 1/2"
6	4' - 9"	2' - 4 1/2"	4' - 0"	3.4	1' - 3 1/2"
7	5' - 3"	2' - 7 1/2"	4' - 0"	4.1	1' - 4 3/4"
8	5' - 9"	2' - 10 1/2"	4' - 0"	4.9	1' - 6"