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Andrew TYPE 120 Instrukcja montażu
PARTS AND HARDWARE LISTING
8.04 REF
11.80 REF
FIG. 4.0 - AZ/EL CAP MOUNT
ITEM
1
MOUNT ASSY AZ-EL CAP 2 "-3" MAST
3
CLAMP HALF 2 "-3" AZ-EL
4
HOUSING AZ-EL CAP MOUNT
5
BOLT, M8 x 130mm HEX HEAD
6
NUT, SWIVEL, SPECIAL M8
7
BOLT, M8 x 20mm, CRG
8
BOLT, M8 x 30mm, CRG
9
WASHER,
" FLAT
10
NUT, M8, HEX
11
WASHER, SPHER., DELRIN
12
NUT, M8 ELASTIC STOP (ESNA)
13
LABEL, ELEVATION ADJUSTMENT
10
8.13 REF
DESCRIPTION
QTY.
1
2
1
1
1
3
4
7
1
1
8
1
GROUND POLE INSTALLATION
3" O.D. x 68" & 72" LONG
3" O.D.
PIER
NOTE:
FOUNDATIONS
Clearance
increases at
elevations
greater than 23˚.
1" to 2"
SLOPE FOR
WATER RUN OFF
A
L
GRADE
36
(B)
(SEE NOTE 2)
#3 REBAR X DIA. OF PIER,
d
INSERT THRU HOLE IN
MIN.
BELOW
TUBE & CENTER
FROST LINE
DIA.
OPTIONAL
PIER FOUNDATIONS
ANT
WIND VEL.
DIM "L"
DIM "A"
DIM "d"
CONC VOL.
80 MPH
9"
90 MPH
11"
90cm
110 MPH
68"
37"
13"
110 MPH
15"
125 MPH
18"
80 MPH
10"
90 MPH
13"
1.0M
110 MPH
68"
37"
15"
110 MPH
17"
125 MPH
20"
80 MPH
14"
90 MPH
17"
1.2M
110 MPH
72"
39"
19"
110 MPH
22"
125 MPH
25"
POLE SPECIFICATIONS:
3" O.D. x .120 Wall x 68" Long Steel w/Powder Paint Finish - CM PN 611652731.
3" O.D. x .148 Wall x 72" Long Steel w/Powder Paint Finish - CM PN 611685101.
1. Pole and foundation design based on the following criteria: (a) Uniform Building Code Exposure C and 1.5 stability factor, (b) Vertical
soil pressure of 2000 pounds per square foot, (c) Lateral soil pressure of 400 pounds per square foot, (d) Concrete compressive
strength of 2500 pounds per square inch in 28 days.
2. If Model 6851 (3" x 72") is used for 90cm and 1.0m Antenna Dimension "B" on pier foundation must be increased by 4" and concrete
volume will increase accordingly.
3. CAUTION - The foundation design shown does not represent an appropriate design for any specific locality since soil conditions vary
and may not meet design criteria given in Note 1. You should consult a local professional engineer to determine your soil conditions
and appropriate foundation.
3" O.D.
DEEP
FROST LINE
FOUNDATIONS
1" to 2"
SLOPE FOR
WATER RUN OFF
A
L
#3 REBAR
LENGTH = d MIN LESS 1"
d
INSERT THROUGH
MIN.
HOLE IN TUBE & CENTER
DIA.
(4) #3 x 24" MIN.
AT 90˚ APART
(SEE NOTE)
DEEP FROST LINE FOUNDATIONS
DIM "L"
DIM "A"
DIM "d"
CONC VOL.
1.5 FT
3
7"
1.2 FT
2.2 FT
3
7"
1.2 FT
3.0 FT
3
68"
37"
8"
1.5 FT
4.0 FT
3
10"
2.4 FT
5.8 FT
3
12"
3.5 FT
1.8 FT
3
7"
1.2 FT
3.0 FT
3
8"
1.5 FT
4.0 FT
3
68"
37"
10"
2.4 FT
5.2 FT
3
11"
2.9 FT
7.2 FT
3
14"
4.7 FT
3.5 FT
3
9"
1.9 FT
5.2 FT
3
11"
2.9 FT
6.5 FT
3
72"
39"
13"
4.1 FT
8.7 FT
3
15"
5.4 FT
11.2 FT
3
19"
8.7 FT
NOTE:
48" may be
increased, concrete
and length of rebar
will increase
accordingly.
GRADE
48"
(B)
1-1.5"
APPROX.
2"
BELOW
FROST LINE
GROUND POLE
3
3
3
Mo. 611652731
3
See Note 2
3
3
3
3
Mo. 611652731
3
See Note 2
3
3
3
3
Mo. 611685101
3
See Note 2
3
3