Draft AC 150/5340-30D, Design and Installation Details for Airport ...

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Draft AC 150/5340-30D, Design and Installation Details for Airport Visual Aids, February 2008 DRAFT
DRAFT AC 150/5340-30D Appendix 1 Figure 56.
Typical In-Pavement RGL External Wiring Diagram Power Line Carrier Communication,
Multiple Lights per Remote.
163 DRAFT AC 150/5340-30D
DRAFT Appendix 1 Figure 57.
Typical In-Pavement RGL External Wiring Diagram Dedicated Communication Link.
164 DRAFT
DRAFT AC 150/5340-30D Appendix 1 Figure 58.
In-Pavement RGL Alarm Signal Connection.
165 DRAFT AC 150/5340-30D
DRAFT
Appendix 1



Figure 59.

Controlled Stop Bar Design and Operation STOP Configuration.
166 DRAFT
DRAFT AC 150/5340-30D Appendix 1


Figure 60.

Controlled Stop Bar Design and Operation Intermediate Configuration.
167
DRAFT AC 150/5340-30D
DRAFT Appendix 1


Figure 61.

Controlled Stop Bar Design and Operation STOP Configuration for A/C 2.
168 DRAFT
DRAFT AC 150/5340-30D Appendix 1 Figure 62.
Typical Layout for Land and Hold Short Lights.
169 DRAFT AC 150/5340-30D
DRAFT Appendix 1 Figure 63.
Typical Wireway Installation Details for Land & Hold Short Lights.
170 DRAFT
DRAFT AC 150/5340-30D Appendix 1 Figure 64.
Sawing & Drilling Details for In-pavement Land & Hold Short Lights.
171 DRAFT AC 150/5340-30D
DRAFT Appendix 1 Figure 65.
Typical Block Diagram for Land & Hold Short Lighting System.
172 DRAFT
DRAFT AC 150/5340-30D Appendix 1 Figure 66.
Typical Curve for Determining Maximum Separation Between Vault and Control Panel with
120-volt AC Control.
173 DRAFT AC 150/5340-30D
DRAFT Appendix 1 Figure 67.
Beacon Dimensions and Wiring Diagram.
174 DRAFT
DRAFT AC 150/5340-30D
Appendix 1
COPPER-WIRE, AMERICAN WIRE GAUGE B&S
B&S
OHMS PER
AREA
DIAMETER
APPROXIMATE
GAUGE
1 000 FEET
CIRCULAR
IN MILS
POUNDS PER
NO.
25

C., 77

F.
MILS
AT 20

C.
1,000 FEET (305 m)
2
0.1593
66,370
257.6
201
4
0.2523
41,740
204.3
126
6
0.4028
26,250
162.0
79
8
0.6405
16,510
128.5
50
10
1.018
10,380
101.9
31
12
1.619
6,530
80.81
20
Calculations
1.
To determine the AWG size wire necessary for a specific connected load to maintain the proper voltage
E
for each miscellaneous lighting visual aid, use the above table and Ohms Law
I
=
as follows:
R
a. Example. What size wire will be necessary in a circuit of 120 volts AC to maintain a 2 percent voltage
drop with the following connected load which is separated 500 feet from the power supply?
(1) Lighted Wind Tee Load - 30 lamps, 25 watts each = 750 watts.
watts 750
(2) The total operating current for the wind tee is
I
=
=
=6.25<i>amperes
.
volts 120
(3)
Permissible voltage drop for homerun wire is 120 volts x 2% = 2.4 volts.
(4)
Maximum resistance of homerun wires with a separation of 500 feet (1,000 feet (305 m) of wire
E
2.4 volts
used) to maintain not more than 2.4 volts drop is
R
= =
= 0.384<i>ohms
per
I 6.25 amperes
1,000 feet (305 m) of wire.
(5)
From the above table, obtain the wire size having a resistance per 1,000 feet (305 m) of wire
that does not exceed 0.384 ohms per 1,000 feet (305 m) of wire. The wire size that meets
this requirement is No. 4 AWG wire with a resistance of 0.2523 ohms per 1,000 feet (305
m) of wire.
(6)
By using No. 4 AWG wire in this circuit, the voltage drop is E=IR=6.25-amperes x 0.2523
ohms=1.58 volts which is less than the permissible voltage drop of 2.4 volts.
2.
Where it has been determined that it will require an extra large size wire for homeruns to compensate
for voltage drop in a 120-volt power supply, one of the following methods should be considered.
a. A 120/240-volt power supply.
b.
A booster transformer, in either a 120-volt or 120/240-volt power supply, if it has been determined
its use will be more economical.
Figure 68.
Calculations for Determining Wire Size.
175 DRAFT AC 150/5340-30D
DRAFT Appendix 1 Figure 69.
Typical Automatic Control.
176 DRAFT
DRAFT AC 150/5340-30D Appendix 1
Figure 70.

120-Volt AC and 48-Volt DC Remote Control.
177 DRAFT AC 150/5340-30D
DRAFT Appendix 1 Figure 71.
Typical Structural Beacon Tower.
178 DRAFT
DRAFT AC 150/5340-30D Appendix 1 Figure 72.

Typical Tubular Steel Beacon Tower.

179
DRAFT AC 150/5340-30D
DRAFT Appendix 1 Figure 73.
Typical Pre-fabricated Beacon Tower Structure.
180 DRAFT
DRAFT AC 150/5340-30D Appendix 1 Figure 74.
Typical Location of Supplemental Wind Cone.
181 DRAFT AC 150/5340-30D
DRAFT Appendix 1 Figure 75.
Externally Lighted Wind Cone Assembly (Frangible).
182 1400'
+100' -0'
+100'
2
00'
-0'
20'
200'
20'
EXTEN
DED
R
UNW
AY
CE
NT
ER
LI
NE
RU
NWA
Y
20'
7 CE
NTE
R
LINE
BA
RS (
W
HITE)
200'
SPA
CING
SE
E NO
TE
9
SY
MBO
L
S:
+100'
E
X
I
S
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I
NG
R
UNW
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1000'
-0'
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X
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THRE
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L
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TS
NOTES:
1. TH
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. T
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OPI
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OF
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OR MAY
B
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PR
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BY
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EN
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IN
G SE
GME
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T.
2
.
A M
A
XI
M
U
M
2
PE
RC
ENT
UP
WA
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UD
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A
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OP
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TO
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RA
NCE
M
A
Y
BE
US
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TO
RA
ISE
THE
LIG
H
T PA
TTER
N
A
B
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CTS W
I
TH
IN
ITS
AR
EA.
3.
A
MAX
I
MUM 1 PE
RC
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DOW
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A
RD
LO
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D
IN
AL S
L
O
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LER
A
N
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M
A
Y
BE
U
S
ED
TO
RE
DU
C
E
THE
H
E
I
G
HT O
F
SUP
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NG
STRU
CTURE
S.
4.
A
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AS
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TH
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I
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AN
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RCE
PTI
N
G
A
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AS
SUME
D
3' GLIDE S
L
OPE
(INTE
R
CEP
T
ING T
H
E
RUNWA
Y
1
000 FE
ET
F
R
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M
TH
E LA
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TH
RE
SH
OL
D) A
T
A
HO
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ZON
T
AL
DI
S
T
AN
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O
F
1
600 FE
ET I
N
A
D
VA
NCE
O
F
T
H
E LIGHT.
ST
EA
DY BU
RN
IN
G
A
P
P
R
O
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H L
I
GH
T
S
SEQ
UEN
C
ED
FL
AS
H
I
N
G
L
I
GH
T
S
5
.

AL
L OBS
T
R
U
C
T
IONS A
S
DETE
R
M
INED
B
Y
AP
PL
ICAB
LE
CR
ITER
IA
(14CFR
PA
RT 77)
FOR
DET
E
RM
I
N
ING OBSTRU
CTION
S
TO A
I
R
NAV
I
GATION
ARE LIGH
TE
D
A
N
D
M
A
RKE
D
AS
REQU
IR
E
D
.
6
.

A
L
L
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BU
RN
I
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G AN
D F
L
AS
HI
N
G
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I
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S
IN
T
H
E
SY
ST
E
M
EMI
T
W
H
I
T
E
L
I
GH
T
.
7.

I
N
TE
NS
I
T
Y
CO
NTR
O
L I
S
P
R
O
V
I
D
E
D
FO
R
THE
ST
EA
DY B
U
R
N
I
N
G
LI
G
H
TS
.
8
.

TH
E TH
RE
E FL
AS
HIN
G
L
I
GHTS
FLAS
H
IN S
E
QUE
NCE.
9
.

TH
E MA
LS L
I
GHT B
A
R
CL