PARTS AND HARDWARE LISTING
GROUND POLE INSTALLATION
3” O.D. x 68” & 72” LONG
8.04 REF |
8.13 REF |
11.80 REF |
PIER
FOUNDATIONS
A
L
#3 REBAR X DIA. OF PIER, | d | |
INSERT THRU HOLE IN | ||
MIN. | ||
TUBE & CENTER | ||
|
DIA.
OPTIONAL
3" O.D.
NOTE:
Clearance
increases at
elevations
greater than 23˚.
1" to 2"
SLOPE FOR WATER RUN OFF
GRADE
36
(B)
(SEE NOTE 2)
BELOW
FROST LINE
DEEP
FROST LINE
FOUNDATIONS
A
L
#3 REBAR
LENGTH = d MIN LESS 1"
INSERT THROUGH
HOLE IN TUBE & CENTER
(4) #3 x 24" MIN.
AT 90˚ APART
(SEE NOTE)
3" O.D.
NOTE:
48" may be
increased, concrete and length of rebar will increase accordingly.
1" to 2"
SLOPE FOR WATER RUN OFF
GRADE
| 48" |
| (B) |
| |
| APPROX. |
d | 2" |
MIN. | |
DIA. | BELOW |
FROST LINE |
FIG. 4.0 - AZ/EL CAP MOUNT
ITEM | DESCRIPTION | QTY. |
|
|
|
1 | MOUNT ASSY | 1 |
3 | CLAMP HALF | 2 |
4 | HOUSING | 1 |
5 | BOLT, M8 x 130mm HEX HEAD | 1 |
6 | NUT, SWIVEL, SPECIAL M8 | 1 |
7 | BOLT, M8 x 20mm, CRG | 3 |
8 | BOLT, M8 x 30mm, CRG | 4 |
9 | WASHER, ⁵⁄₁₆” FLAT | 7 |
10 | NUT, M8, HEX | 1 |
11 | WASHER, SPHER., DELRIN | 1 |
12 | NUT, M8 ELASTIC STOP (ESNA) | 8 |
13 | LABEL, ELEVATION ADJUSTMENT | 1 |
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| PIER FOUNDATIONS |
|
|
|
| DEEP FROST LINE FOUNDATIONS | ||||||||||||||
ANT |
| WIND VEL. |
| DIM “L” |
| DIM “A” |
| DIM “d” |
| CONC VOL. |
| DIM “L” |
|
| DIM “A” |
| DIM “d” |
| CONC VOL. |
| GROUND POLE |
|
|
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|
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| ||||||||||||
|
| 80 MPH |
|
|
|
|
| 9” |
| 1.5 FT3 |
|
|
|
|
|
| 7” |
| 1.2 FT3 |
|
|
|
| 90 MPH |
|
|
|
|
| 11” |
| 2.2 FT3 |
|
|
|
|
|
| 7” |
| 1.2 FT3 |
|
|
90cm |
| 110 MPH |
| 68” |
| 37” |
| 13” |
| 3.0 FT3 |
| 68” |
|
| 37” |
| 8” |
| 1.5 FT3 |
| Mo. 611652731 |
|
| 110 MPH |
|
|
|
|
| 15” |
| 4.0 FT3 |
|
|
|
|
|
| 10” |
| 2.4 FT3 |
| See Note 2 |
|
| 125 MPH |
|
|
|
|
| 18” |
| 5.8 FT3 |
|
|
|
|
|
| 12” |
| 3.5 FT3 |
|
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|
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|
|
| 80 MPH |
|
|
|
|
| 10” |
| 1.8 FT3 |
|
|
|
|
|
| 7” |
| 1.2 FT3 |
|
|
|
| 90 MPH |
|
|
|
|
| 13” |
| 3.0 FT3 |
|
|
|
|
|
| 8” |
| 1.5 FT3 |
|
|
1.0M |
| 110 MPH |
| 68” |
| 37” |
| 15” |
| 4.0 FT3 |
| 68” |
|
| 37” |
| 10” |
| 2.4 FT3 |
| Mo. 611652731 |
|
| 110 MPH |
|
|
|
|
| 17” |
| 5.2 FT3 |
|
|
|
|
|
| 11” |
| 2.9 FT3 |
| See Note 2 |
|
| 125 MPH |
|
|
|
|
| 20” |
| 7.2 FT3 |
|
|
|
|
|
| 14” |
| 4.7 FT3 |
|
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|
|
|
|
|
|
|
|
|
|
|
|
| 80 MPH |
|
|
|
|
| 14” |
| 3.5 FT3 |
|
|
|
|
|
| 9” |
| 1.9 FT3 |
|
|
|
| 90 MPH |
|
|
|
|
| 17” |
| 5.2 FT3 |
|
|
|
|
|
| 11” |
| 2.9 FT3 |
|
|
1.2M |
| 110 MPH |
| 72” |
| 39” |
| 19” |
| 6.5 FT3 |
| 72” |
|
| 39” |
| 13” |
| 4.1 FT3 |
| Mo. 611685101 |
|
| 110 MPH |
|
|
|
|
| 22” |
| 8.7 FT3 |
|
|
|
|
|
| 15” |
| 5.4 FT3 |
| See Note 2 |
|
| 125 MPH |
|
|
|
|
| 25” |
| 11.2 FT3 |
|
|
|
|
|
| 19” |
| 8.7 FT3 |
|
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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.
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