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Q 8- #7
vertical Ba
Q #3 Ties
1 T O.C. (max) Soil and Concrete Design Parameters.
3inTo 5'
Allowable Foundation Pressure 1500 psf
(Increases based on depth)
Lateral Bearing Pressure 100 psflft
(Increases based on depth)
Concrete fc'= 2500 psi min. Q 28 days.
Plan View - Reinforcing 1" 0 x 27" ASTM F1554 GD. 55 headed anchor
oScale bolt w/Sl welding supplement, (3 total), w/21" min.
embedment. Use min. of 7'SQ x 5/8" thk ASTM A36
plate washer on top of bottom bolt head, tack
4'-0"Sqr. welded to bolt.
L AL 6"AB Proj.
5, Heav01-eveling
e Max.
21" Bolt
Q1 8 - #7 6eads after tightening
to avoid loosening.
Verticai Bars 6"CLR Base Plate
(2 #3 Ties (TYp) Grout beneath
base plate after
Q 17'O.C. 7'-0.. tower is installed.
3 in Top 5"
UndisturbedHeavy Hex
Sol Leveling Nut
(TYp) pF NEWY
3"CLR� AWA a yl t,FtsCi,F0
(min) Elevallion View c 9
No Scale
b a Reinforcement Mateda( List MCI
rDimensions Qty
Type A Sym Type B a b c 10d
It C 1Q A #7 T - 0" _ — — — 8
02 B #3 3' -9, * 3'-0' = 2" 3.75' 20
Tvice g 10db : = Nominal dimension
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