6
11.00 TYP
ON CENTER
11.00 TYP
ON CENTER
3.63
20.63
ON CENTER
7. ESTIMATED REBAR- 392FT OF #5
6. ESTIMATED CONCRETE- 5.33 CUBIC YARDS
5. ENSURE BOLTS ARE VERTICAL.
REGULATIONS.
4. LIGHTNING AND GROUNDING AS PER LOCAL
3. SOIL BEARING CAPACITY- 2000 PSF
2. CONCRETE 3000 PSI MINIMUM- VIBRATED
FITTED TO BOLTS
1. UPPER TEMPLATE REMOVED WHEN MOUNT IS
NOTES:
PRT-BTK38455
ITEM NO
.
PART NUMBE
R
Q
TY.
1
4BPTBTK38455
1
2
20000021
4
3
3HTG0006
4
4
3HNG0001
16
5
3HWG0010
8
2F
D
38-
45P
001
FOU
N
D
A
T
IO
N
3.
8/
4
.5 P
MATE
RI
AL
:
Tolerances
D
C
B
A
A
B
C
D
1
2
3
4
5
6
7
8
8
7
6
5
4
PR
O
PR
IET
A
RY
A
N
D C
O
N
FI
D
EN
TI
A
L
PA
TR
IO
T A
N
TE
N
N
A
S
YS
TEM
S IS
P
RO
H
IB
IT
ED
.
W
ITH
OU
T TH
E W
RI
TTE
N PE
RMI
SS
ION OF
001
10
/20/
2006
D
RA
W
IN
G
IS
T
H
E S
O
LE
P
RO
PER
TY
O
F
PA
TRI
O
T A
N
TE
NNA
SYSTE
M
S.
A
N
Y
DA
TE
DIM
ENSIONS ARE IN INCH
ES:
2
REV.
:
DESC
RI
PT
IO
N
3
REVI
SI
ONS
BK
S
10
/20/
2006
SH
EET
1
OF 1
D PRATT
ZONE
U
N
LE
SS OT
H
ERWI
SE
SPE
C
IF
IE
D:
A
PPROVED
1
TH
E IN
FO
RM
A
TIO
N
C
O
N
TA
IN
ED
IN
T
H
IS
RE
PROD
U
C
TI
ON I
N
PA
RT OR A
S A
W
H
OLE
.0
15
"
DRAW
N
B
Y:
EN
G APPR.
NOT
ES:
DATE
NA
M
E
TI
TL
E:
SI
ZE
B
DW
G
. NO.
REV
SC
A
LE
: 1:
15
FRA
C
TI
ONA
L
1/
16
"
AN
G
U
LAR:
1
X
.0
62
"
XX
.0
31
"
XX
CORNERS ARE AT 90
72.00
18.00
A
A
2
3
4
5
1
CARDBOARD TEMPLATE TO BE REMOVED BEFORE
KINGPOST IS SET
SECTION A-A
4.25
48.00
MIN EXPOSED ROD
.50 GAP
