Daktronics CH-1036H - Manual (Page 7)

Installation 2-1
Section 2: Installation
2.1 General System
Reference Drawings: Pwr/Sig Entrance, 1 Driver Display ............. Drawing A-46755
Connector Plate, CH-836H ......................... Drawing A-47128
Color Code, 25-Pin J-Box ........................... Drawing A-47207
Installation Specifications............................ Drawing A-50136
Display Splice Mounting.............................. Drawing A-51576
Display Mounting, CH-XX36H..................... Drawing A-51757
Component Locations, CH-1036H .............. Drawing A-51804
Refer to Drawing A-51728 for a general system layout.
The general procedure for installing the CH-1018H display is as follows:
1. Select beam and footing recommendations from the table below.
2. Dig the footing holes and install beams and footings.
3. Route power and signal cables to the display and control locations.
4. Mount the displays to the beams as described in Section 2.3 and Drawings A-50136, A-
51756 and A-51757.
5. Route power and signal wires into the displays as described in Section 2.4 and Drawings
A-46755, A-47128, A-47207, and A-51804.
2.2 Beam and Footing Selection
Reference Drawing: Installation Specifications, CH-1036H ........... Drawing A-50136
The table below contains recommendations for W-shape beams and footings to support the
display as shown in Drawing A-50136. 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
Height
(ft)
Beam
Section
Footing
Depth x Dia.
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.