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3.7 Unit Exchange/Replacement Procedure.....................................................................3-3
Table of Contents i
Section 1 :Introduction
1.1 How to Use this Manual
This manual explains the installation and the maintenance of the display system. For
questions regarding the safety, installation, operation or service of this system, please refer to
the telephone numbers listed on the cover page of this manual.
Important Safeguards:
1. Read and understand these instructions before installing.
2. Do not drop the control console or allow it to get wet.
3. Be sure the display is properly grounded with a ground rod at the display location.
4. Disconnect power to thedisplay when it is not in use.
5. Disconnect power when servicing the display.
6. Do not modify the display structure or attach any panels or coverings to the
display without the written consent of Daktronics, Inc.
The box below illustrates Daktronics drawing numbering system. The drawing number
“7087-P08A-69945” is how Daktronics identifies individual drawings. This number is
located in the lower-right corner of the drawing. This manual refers to drawings by listing the
last set of digits and the letter preceding them. In the example below, the drawing would be
referred to as Drawing A-69945. Referenced drawings are inserted at the end of the first
Drawing A-47497 shows a Daktronics CH-1318V display. The CH-1318V display along
with the use of the Daktronics CHTS-300 timing console will display the lap number and the
first five car positions on the display.
The table below contains recommendations for W-shape beams and footings to support the
display as shown on Drawing A-47512. The first column is wind velocity in miles per hour.
The distance in the second column is from the ground to the bottom of the display. The
choice from these columns depends upon the display location.
The beams listed below are beams which provide maximum wind load strength for the weight
and cost of the beams.
Wind
Speed
70 mph 10 W8 x 15 4 ¾ ft x 3 ft
15 W6 x 20 5 ½ ft x 3 ft
80 mph 10 W8 x 15 5 ½ ft x 3 ft
15 W8 x 20 6 ¾ ft x 3 ft
90 mph 10 W8 x 17 6 ¼ ft x 3 ft
15 W8 x 24 7 ft x 3 ft
The calculations for footing diameters and depths are based on the assumption that footings
are in undisturbed soils, not fill soils. Lateral bearing capacity of 300 psf per foot of depth in
natural grade was used to derive these figures.
Height
(ft)
Beam
Section
Footing
Depth x Dia.
Installation 2-1
The footings recommendations are based on the allowable soil bearing pressure of 3000 psf
vertically and 300 psf/ft of depth horizontally. However, these recommendations are suggestions only and soil bearing pressure at the site must be determined by a sample test
prior to specifying the actual footings. Be sure that the installation complies with local codes
and is suitable for particular soil and wind conditions. Daktronics assumes no responsibility for displays installed by others. Daktronics
used for beams, and that 28-day (strength 3000 psi) concrete be used for footings.
A note about beam nomenclature: For a typical beam, W8x24 for example, “W” stands for
“Wide-Flange Beam”. The first number (8) is the approximate front to rear dimension of the
beam in inches. The second number (24) is the weight per foot in pounds. This numbering is
a standard in the steel industry. Widths are from 6.00 to 8.125 inches in the chart above.
Note: Recommendations for a single rectangular structural steel tube and footing to support
the display as shown in Drawing A-47512 must be determined by a qualified structural
engineer using data from a soil sample test at the site.
Color Code, 25-Pin J-Box.................Drawing A-47207
Component Locations, CH-1318V....Drawing A-47520
For the display, two conductors of 24 AWG are needed. For distances up to 600 ft. or
22 AWG, up to 1000 ft. are required. Daktronics has 24 AWG direct burial cable,
Daktronics part no. W-1105 with 6 conductors, and 22 AWG cable that must be
pulled through the conduit before burial, Daktronics part no. W-1077 with 2
conductors.
recommends that W-sections of grade 36 steel be
2-2Installation
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