FKEC_BID_26-07_EXHIBIT_D_POLE_FABRICATION_DRAWINGS.pdf
PDF 2 MB Posted
- Attached to
- SPECIFICATIONS FOR SELF-SUPPORTING POLES UPGRADE, UTILITY PROTECTIVE MEASURES, PHASE 2 CONSTRUCTION
- Solicitation number
- FKEC BID #26-07
- Issued by
- Monroe County, Florida
About this file
Pole Fabrication Drawings Summary
This document comprises pole fabrication drawings prepared by Pike Engineering, LLC for the Florida Keys Electric Cooperative (FKEC) as part of the Card Sound-Marathon 138 kV transmission line project. The drawings provide detailed specifications for the manufacture of five custom steel self-supporting monopole double dead-end (S-DDE) structures with heights ranging from 80 to 90 feet, designated as Structure 5 (80'), Structure 854 (90'), Structure 928 (90'), Structure 1207 (85'), and two additional 85-foot structures (Structures 1208 and 1272). Each pole design includes comprehensive fabrication details for climbing steps, working ladder clips, vang bracing, transformer brackets, distribution brackets, and base plate configurations. The drawings were issued for bid on June 25, 2021, with design approval dated June 11, 2021, and are marked as containing critical energy infrastructure information that is confidential and proprietary. All poles are to be galvanized both inside and outside after fabrication in accordance with ASTM A123 standards, with pole splices specified as slip joint type and ladder clip placements shown at specific elevations on each structure elevation diagram.
The fabrication drawings include detailed load analysis tables specifying NESC (National Electrical Safety Code) medium and extreme wind and ice conditions with corresponding vertical, transverse, and longitudinal load values in pounds at various distances from the top of each pole. Design loads vary by structure and account for multiple conductor configurations including OPGW (optical ground wire), transmission conductors (AAAC), distribution conductors (AAC), neutral conductors (copper), and communications cables with messenger wire. Maximum load deflection is limited to 10 percent of pole height under extreme conditions and 1 percent under normal conditions. The drawings specify wind loads of 22.50 psf with a 1.50 dead load factor and 57.60 psf with a 1.00 dead load factor for extreme conditions. All specifications reference Pike Engineering's Steel Pole Specification for anchor bolt details and structural design compliance, with anchor bolts to be provided by the pole supplier. The drawings are prepared for a Florida Keys Electric Cooperative project spanning from Key Largo to Marathon, Florida, as part of a hazard mitigation program involving replacement of guyed structures with self-supporting steel poles and concrete drilled pier foundations.
View the file
Other files
Show all 30
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BA
SE
PL
AT
E
FO
R D
P
FO
U N
D
AT
IO
N
'-0
'-0
G R
N D
F
LA
N G
E (G
R O
U N
D
IN
G
°/9
0° /1
°/2
N
AM
EP
LA
TE
W
EL
D
ED
'-6
NAMEPLATE
DETAIL
F.K.E.C.
STR. NO.: 5
TYPE: S-DDE
HEIGHT: 80'
WEIGHT:
GLM:
MFG:
DWG. NO.:
A A
'-0
3"
3"
V
AN
G
6.
5° (C
O N
D . D
.E
B B
'-3
TR
AN
S.
B R
AC
KE
T
JU
M
PE
R
'-0
3"
3"
V
AN
G
6.
5° (C
O M
M . D
.E
C C
1' -6
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
3"
3" V
AN
G
.5
SH
IE
LD
D .E
REFER TO STEEL
POLE SPEC FOR
ANCHOR BOLT
DETAILS
2' -0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-3
5' -1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
0°
(W O
R
KI
N G
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
'-0
'-3
'-0
'-3
'-0
'-3
3"
3" V
AN
G
6.
5°
(S H
IE
LD
D .E
1'
-0
2' -0
3"
3"
V
AN
G
6.
5° (S
H
IE
LD
D
.E
'-6
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-0
3"
3"
V
AN
G
6.
5° (C
O N
D . D
.E
'-3
TR
AN
S.
B R
AC
KE
T
JU
M
PE
R
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-6
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-0
3"
3"
V
AN
G
6.
5° (C
O N
D . D
.E
'-3
TR
AN
S.
B R
AC
KE
T
JU
M
PE
R
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-6
3"
3"
V
AN
G
.5
C O
N D
. D .E
3"
3" V
AN
G
.5
C
O M
M . D
.E
3"
3" V
AN
G
6.
5°
(C O
M M
. D .E
3"
3" V
AN
G
.5
C
O M
M . D
.E
3"
3" V
AN
G
6.
5°
(C O
M M
. D .E
3"
3" V
AN
G
.5
C
O M
M . D
.E
3"
3" V
AN
G
6.
5°
(C O
M M
. D .E
3"
3" V
AN
G
.5
C
O M
M . D
.E
'-6
'-6
'-6
'-6
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
3"
3" V
AN
G
.5
SH
IE
LD
D .E
2'
-6
WIND LOAD
R11 2"
VANG DETAIL
0° +TRAN.
90°
+LONG.
270°
180°
WIND LOAD
WIND LOAD
GROUND FLANG DETAIL
2 12"
2"
1 12"
1"
3"
11 2"
4"
7 12" 1 12"
CLIMBING STEP BOLT AND
WELDED STEP LUG DETAIL
1 3 4"
2"
WORKING LADDER
CLIP DETAILSECTION A-A
2" X 12" CHAMFER
2" Ø HOLE
2" THICK. PLATE
2" Ø HOLE FOR
GROUNDING
(SECTION A-A ONLY)
4" THICK. MAX.
65 KSI MIN.
4" Ø HOLE w/
8" x 45° CHAMFER
BOTH SIDES
16" Ø HOLE FOR
STEP BOLT MOUNT
DIST. BRACKET
(SEE SHT 2)
TRANS. BRACKET
(SEE SHT 2)
3"
11 2"
0° +TRAN.
90°
+LONG.
270°
180°
SECTION B-B
0° +TRAN.
90°
+LONG.
270°
180°
SECTION C-C
3.5
56.5°
3"
11 2"
3"
11 2"
3.5
56.5°
3"
11 2"
3"
11 2"
3.5
56.5°
NOTES:
1. SEE SHEET 2 FOR DESIGN LOADS.
2. POLES, ARMS, & BRACKETS SHALL BE GALVANIZED BOTH INSIDE AND OUTSIDE
AFTER FABRICTION IN ACCORDANCE WITH LATEST REVISION OF ASTM A123
"STANDARD SPECIFICATION FOR ZINC (HOT DIP GALVANIZED) COATINGS ON IRON
AND STEEL PRODUCTS".
3. POLE SPLICES SHALL BE SLIP JOINT TYPE.
4. CLIMBING STEP BOLT LOCATIONS SHALL BE PROVIDED AT ALTERNATING 15"
INTERVALS ON THE 120° & 240° FLATS FROM 0'-9" BELOW TOP OF POLE TO 20'-0"
ABOVE BASE PLATE. WORKING LADDER CLIPS SHALL BE LOCATED AS SHOWN ON
STR. ELEVATION ABOVE.
Draft:
Date:
Design:
Dwg. No.:
Apvd: Scale:
Rev. Description Date Draft. Apvd.
PIKE ENGINEERING, LLC.
123 NORTH WHITE ST.
FORT MILL, SC 29715
FLA. LICENSE NO. 29269
CO
NT
AI
NS
C
RI
TI
CA
L
EN
ER
GY
IN
FR
AS
TR
UC
TU
RE
IN
FO
RM
AT
IO
N.
C
ON
FI
DE
NT
IA
L A
ND
P
RO
PR
IE
TA
RY
M
AT
ER
IA
L.
AN
Y
UN
AU
TH
OR
IZ
ED
U
SE
, R
EP
RO
DU
CT
IO
N
OR
T
RA
NS
FE
R
OF
T
HI
S
MA
TE
RI
AL
IS
S
TR
IC
TL
Y
PR
OH
IB
IT
ED
. A
LL
R
IG
HT
S
RE
SE
RV
ED
CARD SOUND-MARATHON 138 kV LINE
POLE FABRICATION DETAILS
STR 5 (80'/ CUSTOM S-DDE)
FLORIDA KEYS ELECTRIC COOPERATIVE
TAVERNIER, FL
EHL KAC
ADT NONE
06/11/21 17989-1101 Sht. 1 of 2
A ISSUED FOR BID 06/25/21 EHL ADT
6"
DIST.
BRACKET DETAIL
3"
3"
" Ø THRU HOLE
FOR GROUNDING
(2 PLACES)
" Ø THRU HOLE
FOR POST MOUNT
(1 PLACE)
R1
HOT BEND
NOT REQ'D.
6"
12"
TRANS.
BRACKET DETAIL
3"
" Ø THRU HOLE
FOR GROUNDING
(2 PLACES)
R1
HOT BEND
NOT REQ'D.
1.0" Ø THRU HOLE
FOR POST BASE
MOUNT (1 PLACE)
1.0" Ø x 4.5" SLOT
FOR POST BASE
MOUNT (1 PLACE)
NOTES:
1. STRUCTURE SHALL BE DESIGNED USING APPLIED LOADS SHOWN IN TABLE AND IN
ACCORDANCE WITH PIKE ENGINEERING STEEL POLE SPECIFICATION.
2. ANCHOR BOLTS TO BE PROVIDED BY POLE SUPPLIER. FABRICATION DETAILS IN
STEEL POLE SPECIFICATION.
Draft:
Date:
Design:
Dwg. No.:
Apvd: Scale:
Rev.
Description
Date Draft.
Apvd.
PIKE ENGINEERING, LLC.
123 NORTH WHITE ST.
FORT MILL, SC 29715
FLA. LICENSE NO. 29269
CO
NT
AI
NS
C
RI
TI
CA
L
EN
ER
GY
IN
FR
AS
TR
UC
TU
RE
IN
FO
RM
AT
IO
N.
C
ON
FI
DE
NT
IA
L A
ND
P
RO
PR
IE
TA
RY
M
AT
ER
IA
L.
AN
Y
UN
AU
TH
OR
IZ
ED
U
SE
, R
EP
RO
DU
CT
IO
N
OR
T
RA
NS
FE
R
OF
T
HI
S
MA
TE
RI
AL
IS
S
TR
IC
TL
Y
PR
OH
IB
IT
ED
. A
LL
R
IG
HT
S
RE
SE
RV
ED
CARD SOUND-MARATHON 138 kV LINE
POLE FABRICATION DETAILS
STR 5 (80'/ CUSTOM S-DDE)
FLORIDA KEYS ELECTRIC COOPERATIVE
TAVERNIER, FL
EHL KAC
ADT NONE
06/11/21 17989-1101 Sht. 2 of 2
A ISSUED FOR BID 06/25/21 EHL ADT
DIST. FROM
TOP
NESC MEDIUM #1 NESC EXTREME WIND #1 NESC EXTREME ICE #1 NORMAL
VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG.
1.00' 403 2679 -42 506 3899 -161 255 1228 29 203 833 -12
2.00' 210 1222 1788 266 1719 2308 136 587 944 105 381 628
10.00' 1921 10721 -4052 1857 12234 -1832 1326 6375 -3005 985 3624 -1604
20.00' 1629 11149 -4365 1454 12765 -2273 1125 6625 -3173 870 3773 -1701
30.00' 1343 10954 -4211 1073 12483 -2065 927 6510 -3090 753 3704 -1654
40.00' 337 5209 163 318 7302 -59 212 2274 198 184 1589 126
41.00' 329 5362 23 301 7529 -179 207 2339 105 181 1635 63
42.00' 328 5371 36 301 7532 -174 206 2345 114 181 1639 68
43.00' 307 5503 -71 265 7734 -277 195 2394 46 173 1679 24
DIST. FROM
TOP
NESC MEDIUM #2 NESC EXTREME WIND #2 NESC EXTREME ICE #2
VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG.
1.00' 190 1316 -1725 234 1957 -2372 119 582 -846
2.00' 0 0 0 0 0 0 0 0 0
10.00' 1106 7034 -9414 1000 7125 -8617 783 4369 -6235
20.00' 1008 7036 -9416 895 7110 -8634 711 4370 -6235
30.00' 915 7039 -9417 794 7092 -8652 642 4371 -6234
40.00' 230 2688 -3396 249 3864 -4492 140 1128 -1629
41.00' 231 2698 -3411 249 3869 -4499 140 1137 -1642
42.00' 231 2698 -3411 249 3869 -4499 140 1137 -1642
43.00' 231 2698 -3411 249 3869 -4499 140 1137 -1642
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
22.50 psf
1.50 57.60 1.00 2.30 1.00
0.00 psf
1.00
ALL LOADS SHOWN IN POUNDS
LINE ANGLE: 67°
OPGW: 1200# BK/(2) 1200# AH (7#8 ALUMOWELD)
COND.: 6500# BK/3600# AH (SINGLE 1127 KCMIL 37 STRAND AAAC)
COMM.: 2400# BK/2400# AH (3/8" STEEL MESSENGER & 144 FIBER)
MAX. LOAD DEFLECTION SHALL BE LIMITED TO 10% OF POLE HEIGHT
NORMAL LOAD DEFLECTION SHALL BE LIMITED TO 1% OF POLE HEIGHT
PL
AT
E
FO
R D
P
FO
U N
D
AT
IO
N
'-0
'-0
G R
N D
F
LA
N G
E (G
R O
U N
D
IN
G
°/9
0° /1
°/2
N
AM
EP
LA
TE
W
EL
D
ED
'-6
NAMEPLATE
DETAIL
F.K.E.C.
STR. NO.: 854
TYPE: S-DDE
HEIGHT: 90'
WEIGHT:
GLM:
MFG:
DWG. NO.:
A A
'-0
3"
3"
V
AN
G
5°
(C O
N D
. D .E
'-0
3"
3"
V
AN
G
5°
(D
IS
T.
D
.E
'-0
3"
3"
V
AN
G
5°
(N
EU
T.
D
.E
B B
C C
'-3
TR
AN
S.
B R
AC
KE
T
JU
M
PE
R
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
C C
'-0
3"
3"
V
AN
G
5°
(C O
M M
. D .E
C
C
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
/G R
N D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
REFER TO STEEL
POLE SPEC FOR
ANCHOR BOLT
DETAILS
2' -0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-3
5' -1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
0°
(W O
R
KI
N G
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
'-0
'-3
'-0
'-3
'-0
'-3
6' A
R M
SH
IE
LD
1'
-0
2' -0
3"
3"
V
AN
G
5°
(S H
IE
LD
D .E
'-6
3"
3"
V
AN
G
C
O N
D . D
.E
'-0
3"
3"
V
AN
G
5°
(C O
N D
. D .E
'-3
TR
AN
S.
B
R
AC
KE
T
JU
M
PE
R
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-6
3"
3"
V
AN
G
C
O N
D . D
.E
'-0
3"
3"
V
AN
G
5°
(C O
N D
. D .E
'-3
TR
AN
S.
B
R
AC
KE
T
JU
M
PE
R
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-6
3"
3"
V
AN
G
C
O N
D . D
.E
'-6
3"
3"
V
AN
G
D
IS
T.
D .E
'-0
3"
3"
V
AN
G
5°
(D
IS
T.
D
.E
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
'-6
3"
3" V
AN
G
D
IS
T.
D
.E
'-0
3"
3"
V
AN
G
5°
(D
IS
T.
D
.E
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
'-6
3"
3" V
AN
G
D
IS
T.
D
.E
3"
3" V
AN
G
C O
M M
. D .E
3"
3"
V
AN
G
5°
(C O
M M
. D .E
3"
3" V
AN
G
C O
M M
. D .E
3"
3"
V
AN
G
5°
(C O
M M
. D .E
3"
3" V
AN
G
C O
M M
. D .E
3"
3"
V
AN
G
5°
(C O
M M
. D .E
3"
3" V
AN
G
C O
M M
. D .E
'-6
'-6
'-6
'-6
'-6
3"
3"
V
AN
G
N
EU
T.
D .E
.)35 '-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
2' -6
3"
3"
V
AN
G
SH
IE
LD
D .E
180° 0° +TRAN.
WIND LOAD
R11 2"
VANG DETAIL
270°
6'-0"
0° +TRAN.
90°
+LONG.
270°
25°
25°
STRAIN PLATE
TRANS.
BRACKET
180°
180° 0° +TRAN.
270°
90°
+LONG.
90°
+LONG.
WIND LOADWIND LOAD
GROUND FLANG DETAIL
2 12"
2"
1 12"
1"
3"
1 1 2 "65°
3"
2"29
5°
4"
7 12" 1 12"
CLIMBING STEP BOLT AND
WELDED STEP LUG DETAIL
1 3 4"
2"
WORKING LADDER
CLIP DETAIL
SECTION C-CSECTION B-BSECTION A-A
2" X 12" CHAMFER
2" Ø HOLE
2" THICK. PLATE
2" Ø HOLE FOR
GROUNDING
(2 PLACES)
4" Ø HOLE w/
8" x 45° CHAMFER
BOTH SIDES
2" Ø HOLE FOR
GROUNDING
(SECTION A-A ONLY)
4" THICK. MAX.
65 KSI MIN.
4" Ø HOLE w/
8" x 45° CHAMFER
BOTH SIDES 13
16" Ø HOLE FOR
STEP BOLT MOUNT
DIST. BRACKET
(SEE SHT 2)TRANS. BRACKET
(SEE SHT 2)
STRAIN PLATE
BENDLINE
3"
1 1 2 "65°
3"
2"29
5°
3"
1 1 2 "65°
3"
2"29
5°
NOTES:
1. SEE SHEET 2 FOR DESIGN LOADS.
2. POLES, ARMS, & BRACKETS SHALL BE GALVANIZED BOTH INSIDE AND OUTSIDE
AFTER FABRICTION IN ACCORDANCE WITH LATEST REVISION OF ASTM A123
"STANDARD SPECIFICATION FOR ZINC (HOT DIP GALVANIZED) COATINGS ON IRON
AND STEEL PRODUCTS".
3. POLE SPLICES SHALL BE SLIP JOINT TYPE.
4. CLIMBING STEP BOLT LOCATIONS SHALL BE PROVIDED AT ALTERNATING 15"
INTERVALS ON THE 120° & 240° FLATS FROM 0'-9" BELOW TOP OF POLE TO 20'-0"
ABOVE BASE PLATE. WORKING LADDER CLIPS SHALL BE LOCATED AS SHOWN ON
STR. ELEVATION ABOVE.
Draft:
Date:
Design:
Dwg. No.:
Apvd: Scale:
Rev. Description Date Draft. Apvd.
PIKE ENGINEERING, LLC.
123 NORTH WHITE ST.
FORT MILL, SC 29715
FLA. LICENSE NO. 29269
CO
NT
AI
NS
C
RI
TI
CA
L
EN
ER
GY
IN
FR
AS
TR
UC
TU
RE
IN
FO
RM
AT
IO
N.
C
ON
FI
DE
NT
IA
L A
ND
P
RO
PR
IE
TA
RY
M
AT
ER
IA
L.
AN
Y
UN
AU
TH
OR
IZ
ED
U
SE
, R
EP
RO
DU
CT
IO
N
OR
T
RA
NS
FE
R
OF
T
HI
S
MA
TE
RI
AL
IS
S
TR
IC
TL
Y
PR
OH
IB
IT
ED
. A
LL
R
IG
HT
S
RE
SE
RV
ED
CARD SOUND-MARATHON 138 kV LINE
POLE FABRICATION DETAILS
STR 854 (90'/ CUSTOM S-DDE)
FLORIDA KEYS ELECTRIC COOPERATIVE
TAVERNIER, FL
EHL KAC
ADT NONE
06/11/21 17989-1102 Sht. 1 of 2
31 2"
4"
6" 12"
1' -6
61 2"
2"
TRANS.
BRACKET DETAIL
6"
3"
6"
61 2"
2"
DIST.
BRACKET DETAIL
3"
6"
11 2"3"
11 2"
3"
2" Ø THRU HOLE
FOR GROUNDING
(2 PLACES)
16" Ø THRU HOLE
FOR POST MOUNT
(1 PLACE)
2" Ø THRU HOLE
FOR GROUNDING
(2 PLACES)
R11
HOT BEND
NOT REQ'D.
1.0" Ø THRU HOLE
FOR POST BASE
MOUNT (1 PLACE)
1.0" Ø x 4.5" SLOT
FOR POST BASE
MOUNT (1 PLACE)
R11
HOT BEND
NOT REQ'D.
NOTES:
1. STRUCTURE SHALL BE DESIGNED USING APPLIED LOADS SHOWN IN TABLE AND IN
ACCORDANCE WITH PIKE ENGINEERING STEEL POLE SPECIFICATION.
2. ANCHOR BOLTS TO BE PROVIDED BY POLE SUPPLIER. FABRICATION DETAILS IN
STEEL POLE SPECIFICATION.
Draft:
Date:
Design:
Dwg. No.:
Apvd: Scale:
Rev. Description Date Draft. Apvd.
PIKE ENGINEERING, LLC.
123 NORTH WHITE ST.
FORT MILL, SC 29715
FLA. LICENSE NO. 29269
CO
NT
AI
NS
C
RI
TI
CA
L
EN
ER
GY
IN
FR
AS
TR
UC
TU
RE
IN
FO
RM
AT
IO
N.
C
ON
FI
DE
NT
IA
L A
ND
P
RO
PR
IE
TA
RY
M
AT
ER
IA
L.
AN
Y
UN
AU
TH
OR
IZ
ED
U
SE
, R
EP
RO
DU
CT
IO
N
OR
T
RA
NS
FE
R
OF
T
HI
S
MA
TE
RI
AL
IS
S
TR
IC
TL
Y
PR
OH
IB
IT
ED
. A
LL
R
IG
HT
S
RE
SE
RV
ED
CARD SOUND-MARATHON 138 kV LINE
POLE FABRICATION DETAILS
STR 928 (90'/ CUSTOM S-DDE)
FLORIDA KEYS ELECTRIC COOPERATIVE
TAVERNIER, FL
EHL KAC
ADT NONE
06/11/21 17989-1102 Sht. 2 of 2
A ISSUED FOR BID 06/25/21 EHL ADT
ALL LOADS SHOWN IN POUNDS
LINE ANGLE: 51°
OPGW: 1600# (SINGLE BRUGG OPGW)
COND.: 6600# (SINGLE GREELEY 927.2 AAAC)
DIST.: 2500# (SINGLE TULIP 336.4 AAC)
NEUT.: 700# (SINGLE 2/3 CU)
COMM.: 2200# (3/8" STEEL MESSENGER & 144 FIBER)
MAX. LOAD DEFLECTION SHALL BE LIMITED TO 10% OF POLE HEIGHT
NORMAL LOAD DEFLECTION SHALL BE LIMITED TO 1% OF POLE HEIGHT
DIST. FROM
TOP
NESC MEDIUM #1 NESC EXTREME WIND #1 NESC EXTREME ICE #1 NORMAL
ECCEN.
FT.
VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG.
1.00' 328 2633 44 354 3469 218 224 1344 -39 172 841 -7 6.0 @ 0° 10.00' 1569 11229 130 1290 10773 754 1116 7035 -40 843 4022 54 20.00' 1303 10638 -177 1026 10259 468 915 6637 -232 727 3795 -55 30.00' 1065 11238 125 790 10727 748 734 7040 -40 623 4025 54 40.00' 370 4183 71 280 4617 173 250 2323 -18 221 1381 15 44.00' 350 4183 71 256 4607 173 235 2322 -18 212 1381 15 48.00' 271 4263 114 164 4675 221 179 2372 6 179 1410 29 52.00' 108 1260 -9 64 1806 48 72 514 -30 67 365 -4 56.00' 239 4029 -31 160 6148 233 159 1590 -136 147 1095 -73 57.00' 238 4030 -29 159 6130 232 159 1590 -134 147 1094 -72 58.00' 238 4030 -29 159 6112 232 159 1590 -134 147 1095 -72 59.00' 238 4030 -29 159 6093 229 159 1591 -134 147 1094 -71
DIST. FROM
TOP
NESC MEDIUM #2 NESC EXTREME WIND #2 NESC EXTREME ICE #2
VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG.
1.00' 143 1327 2613 145 1798 3118 96 657 1456 6.0 @ 0° 10.00' 617 5502 10629 484 5493 9390 427 3393 7023 20.00' 526 5503 10629 389 5479 9398 359 3394 7023 30.00' 434 5504 10628 294 5464 9406 290 3395 7022 40.00' 186 2157 3974 138 2418 3873 125 1176 2408 44.00' 179 2157 3974 129 2413 3876 120 1176 2408 48.00' 171 2158 3974 120 2407 3878 115 1176 2408 52.00' 64 638 1096 44 932 1448 42 251 502 56.00' 125 2042 3434 81 3193 4940 84 767 1519 57.00' 125 2043 3436 81 3184 4927 84 767 1521 58.00' 125 2043 3436 81 3174 4915 84 767 1521 59.00' 125 2043 3436 81 3164 4901 84 768 1521
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
22.50 psf 1.50 57.60 1.00 2.30 1.00 0.00 psf 1.00
PL
AT
E
FO
R D
P
FO
U N
D
AT
IO
N
"C
"B
G R
N D
F
LA
N G
E (G
R O
U N
D
IN
G
°/9
0° /1
°/2
N
AM
EP
LA
TE
W
EL
D
ED
"A
NAMEPLATE
DETAIL
F.K.E.C.
STR. NO.: SEE TABLE
TYPE: S-DDE
HEIGHT: SEE TABLE
WEIGHT:
GLM:
MFG:
DWG. NO.:
A A
'-0
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-0
3"
3"
V
AN
G
.5
D
IS
T.
D
.E
'-0
3"
3"
V
AN
G
.5
N
EU
T.
D
.E
B B
C C
'-3
TR
AN
S.
B R
AC
KE
T
JU
M
PE
R
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
C C
'-0
3"
3"
V
AN
G
.5
C O
M M
. D .E
C
C
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
/G R
N D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
REFER TO STEEL
POLE SPEC FOR
ANCHOR BOLT
DETAILS
2' -0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-3
5' -1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
0°
(W O
R
KI
N G
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
'-0
'-3
'-0
'-3
'-0
'-3
2' -0
3"
3"
V
AN
G
.5
SH
IE
LD
D
.E
'-6
3"
3"
V
AN
G
7.
5° (C
O N
D . D
.E
'-0
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-3
TR
AN
S.
B
R
AC
KE
T
JU
M
PE
R
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-6
3"
3"
V
AN
G
7.
5° (C
O N
D . D
.E
'-0
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-3
TR
AN
S.
B
R
AC
KE
T
JU
M
PE
R
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-6
3"
3"
V
AN
G
7.
5° (C
O N
D . D
.E
'-6
3"
3"
V
AN
G
7.
5° (D
IS
T.
D .E
'-0
3"
3"
V
AN
G
.5
D
IS
T.
D
.E
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
'-6
3"
3" V
AN
G
7.
5°
(D
IS
T.
D
.E
'-0
3"
3"
V
AN
G
.5
D
IS
T.
D
.E
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
'-6
3"
3" V
AN
G
7.
5°
(D
IS
T.
D
.E
3"
3" V
AN
G
7.
5°
(C O
M M
. D .E
3"
3"
V
AN
G
.5
C O
M M
. D .E
3"
3" V
AN
G
7.
5°
(C O
M M
. D .E
3"
3"
V
AN
G
.5
C O
M M
. D .E
3"
3" V
AN
G
7.
5°
(C O
M M
. D .E
3"
3"
V
AN
G
.5
C O
M M
. D .E
3"
3" V
AN
G
7.
5°
(C O
M M
. D .E
'-6
'-6
'-6
'-6
'-6
3"
3"
V
AN
G
7.
5° (N
EU
T.
D .E
.)35 '-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
2' -6
3"
3"
V
AN
G
7.
5° (S
H
IE
LD
D
.E
1' -0
6'
A R
M
SH
IE
LD
180° 0° +TRAN.
WIND LOAD
R11 2"
VANG DETAIL
270°
6'-0"
0° +TRAN.
90°
+LONG.
270°
12.5°
12.5°
STRAIN PLATE
TRANS.
BRACKET
180°
180° 0° +TRAN.
270°
90°
+LONG.
90°
+LONG.
WIND LOADWIND LOAD
GROUND FLANG DETAIL
2 12"
2"
1 12"
1"
4"
7 12" 1 12"
CLIMBING STEP BOLT AND
WELDED STEP LUG DETAIL
1 3 4"
2"
WORKING LADDER
CLIP DETAILSECTION C-CSECTION B-BSECTION A-A
2" X 12" CHAMFER
2" Ø HOLE
2" THICK. PLATE
2" Ø HOLE FOR
GROUNDING
(2 PLACES)
4" Ø HOLE w/
8" x 45° CHAMFER
BOTH SIDES
2" Ø HOLE FOR
GROUNDING
(SECTION A-A ONLY)
4" THICK. MAX.
65 KSI MIN.
4" Ø HOLE w/
8" x 45° CHAMFER
BOTH SIDES
16" Ø HOLE FOR
STEP BOLT MOUNT
DIST. BRACKET
(SEE SHT 2)TRANS. BRACKET
(SEE SHT 2)
STRAIN PLATE
BENDLINE
3" 1 1
2 "
3"
2"
2.
5°
77.5°
3" 1 1
2 "
3"
2"
2.
5°
77.5°
3" 1 1
2 "
3"
2"
2.
5°
77.5°
NOTES:
1. SEE SHEET 2 FOR DESIGN LOADS.
2. POLES, ARMS, & BRACKETS SHALL BE GALVANIZED BOTH INSIDE AND OUTSIDE
AFTER FABRICTION IN ACCORDANCE WITH LATEST REVISION OF ASTM A123
"STANDARD SPECIFICATION FOR ZINC (HOT DIP GALVANIZED) COATINGS ON IRON
AND STEEL PRODUCTS".
3. POLE SPLICES SHALL BE SLIP JOINT TYPE.
4. CLIMBING STEP BOLT LOCATIONS SHALL BE PROVIDED AT ALTERNATING 15"
INTERVALS ON THE 120° & 240° FLATS FROM 0'-9" BELOW TOP OF POLE TO 20'-0"
ABOVE BASE PLATE. WORKING LADDER CLIPS SHALL BE LOCATED AS SHOWN ON
STR. ELEVATION ABOVE.
Draft:
Date:
Design:
Dwg. No.:
Apvd: Scale:
Rev. Description Date Draft. Apvd.
PIKE ENGINEERING, LLC.
123 NORTH WHITE ST.
FORT MILL, SC 29715
FLA. LICENSE NO. 29269
CO
NT
AI
NS
C
RI
TI
CA
L
EN
ER
GY
IN
FR
AS
TR
UC
TU
RE
IN
FO
RM
AT
IO
N.
C
ON
FI
DE
NT
IA
L A
ND
P
RO
PR
IE
TA
RY
M
AT
ER
IA
L.
AN
Y
UN
AU
TH
OR
IZ
ED
U
SE
, R
EP
RO
DU
CT
IO
N
OR
T
RA
NS
FE
R
OF
T
HI
S
MA
TE
RI
AL
IS
S
TR
IC
TL
Y
PR
OH
IB
IT
ED
. A
LL
R
IG
HT
S
RE
SE
RV
ED
CARD SOUND-MARATHON 138 kV LINE
POLE FABRICATION DETAILS
QTY. 6 (CUSTOM S-DDE)
FLORIDA KEYS ELECTRIC COOPERATIVE
TAVERNIER, FL
EHL KAC
ADT NONE
06/11/21 17989-1103 Sht. 1 of 2
A ISSUED FOR BID 06/25/21 EHL ADT
Str. # A B C 1078 90.5' 94' 95' 1120 90.5' 94' 95' 1144 80.5 84' 85' 1151 80.5 84' 85' 1160 80.5 84' 85' 1166 80.5 84' 85'
31 2"
4"
6" 12"
1' -6
61 2"
2"
TRANS.
BRACKET DETAIL
6"
3"
6"
61 2"
2"
DIST.
BRACKET DETAIL
3"
6"
11 2"3"
11 2"
3"
2" Ø THRU HOLE
FOR GROUNDING
(2 PLACES)
16" Ø THRU HOLE
FOR POST MOUNT
(1 PLACE)
2" Ø THRU HOLE
FOR GROUNDING
(2 PLACES)
R11
HOT BEND
NOT REQ'D.
1.0" Ø THRU HOLE
FOR POST BASE
MOUNT (1 PLACE)
1.0" Ø x 4.5" SLOT
FOR POST BASE
MOUNT (1 PLACE)
R11
HOT BEND
NOT REQ'D.
NOTES:
1. STRUCTURE SHALL BE DESIGNED USING APPLIED LOADS SHOWN IN TABLE AND IN
ACCORDANCE WITH PIKE ENGINEERING STEEL POLE SPECIFICATION.
2. ANCHOR BOLTS TO BE PROVIDED BY POLE SUPPLIER. FABRICATION DETAILS IN
STEEL POLE SPECIFICATION.
Draft:
Date:
Design:
Dwg. No.:
Apvd: Scale:
Rev. Description Date Draft. Apvd.
PIKE ENGINEERING, LLC.
123 NORTH WHITE ST.
FORT MILL, SC 29715
FLA. LICENSE NO. 29269
CO
NT
AI
NS
C
RI
TI
CA
L
EN
ER
GY
IN
FR
AS
TR
UC
TU
RE
IN
FO
RM
AT
IO
N.
C
ON
FI
DE
NT
IA
L A
ND
P
RO
PR
IE
TA
RY
M
AT
ER
IA
L.
AN
Y
UN
AU
TH
OR
IZ
ED
U
SE
, R
EP
RO
DU
CT
IO
N
OR
T
RA
NS
FE
R
OF
T
HI
S
MA
TE
RI
AL
IS
S
TR
IC
TL
Y
PR
OH
IB
IT
ED
. A
LL
R
IG
HT
S
RE
SE
RV
ED
CARD SOUND-MARATHON 138 kV LINE
POLE FABRICATION DETAILS
QTY. 6 (CUSTOM S-DDE)
FLORIDA KEYS ELECTRIC COOPERATIVE
TAVERNIER, FL
EHL KAC
ADT NONE
06/11/21 17989-1103 Sht. 2 of 2
A ISSUED FOR BID 06/25/21 EHL ADT
DIST. FROM
TOP
NESC MEDIUM #1 NESC EXTREME WIND #1 NESC EXTREME ICE #1 NORMAL
ECCEN.
FT.
VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG.
1.00' 303 984 680 434 1944 768 172 281 319 144 178 221 6.0 @ 0° 10.00' 1904 5393 -1612 1743 6437 743 1337 2996 -1559 992 1718 -694 20.00' 1874 5397 -1612 1681 6348 744 1319 3000 -1559 980 1720 -695 30.00' 1494 4818 -1761 1271 5759 522 1037 2618 -1649 815 1501 -744 40.00' 506 2195 -37 442 2873 386 341 1027 -248 282 594 -107 44.00' 467 2274 -17 393 2934 401 314 1075 -238 266 623 -101 48.00' 423 2195 -37 337 2835 371 283 1027 -248 247 594 -107 52.00' 174 928 78 147 1246 181 115 387 -33 100 261 14 56.00' 451 3112 203 422 4257 692 292 1328 -140 250 942 -94 57.00' 451 3107 211 422 4241 693 292 1326 -134 250 939 -90 58.00' 451 3107 211 421 4231 697 292 1326 -134 250 939 -90 59.00' 451 3107 211 421 4226 710 292 1326 -134 250 939 -90
DIST. FROM
TOP
NESC MEDIUM #2 NESC EXTREME WIND #2 NESC EXTREME ICE #2
VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG.
1.00' 133 397 -1329 204 837 -2549 74 106 -495 6.0 @ 0° 10.00' 1082 2949 -11199 974 3148 -9989 780 1749 -7400 20.00' 1120 2952 -11200 1004 3104 -9866 809 1752 -7401 30.00' 798 2373 -11350 672 2567 -9948 567 1370 -7493 40.00' 252 1042 -4235 223 1305 -4233 173 522 -2561 44.00' 223 1121 -4215 187 1378 -4194 152 570 -2551 48.00' 194 1042 -4235 152 1291 -4201 131 522 -2561 52.00' 70 439 -1673 56 576 -1803 47 195 -904 56.00' 212 1476 -5576 201 1958 -6118 139 672 -3111 57.00' 212 1474 -5570 201 1952 -6104 139 671 -3106 58.00' 212 1474 -5570 200 1946 -6091 139 671 -3106 59.00' 212 1474 -5570 200 1941 -6078 139 671 -3106
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
22.50 psf 1.50 57.60 1.00 2.30 1.00 0.00 psf 1.00
ALL LOADS SHOWN IN POUNDS
LINE ANGLE: 23°
OPGW: 1100# BK/ 1800# AH (SINGLE BRUGG OPGW)
COND.: 6600# (SINGLE GREELEY 927.2 AAAC)
DIST.: 2400# (SINGLE TULIP 336.4 AAC)
NEUT.: 1000# (SINGLE 2/3 CU)
COMM.: 3200# (3/8" STEEL MESSENGER & 144 FIBER)
PL
AT
E
FO
R D
P
FO
U N
D
AT
IO
N
'-0
'-0
G R
N D
F
LA
N G
E (G
R O
U N
D
IN
G
°/9
0° /1
°/2
N
AM
EP
LA
TE
W
EL
D
ED
'-6
NAMEPLATE
DETAIL
F.K.E.C.
STR. NO.: 1207
TYPE: S-DDE
HEIGHT: 85'
WEIGHT:
GLM:
MFG:
DWG. NO.:
A A
'-0
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-0
3"
3"
V
AN
G
.5
D
IS
T.
D
.E
'-0
3"
3"
V
AN
G
.5
N
EU
T.
D
.E
B B
C C
'-3
TR
AN
S.
B R
AC
KE
T
JU
M
PE
R
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
C C
'-0
3"
3"
V
AN
G
.5
C O
M M
. D .E
C
C
1' -6
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
/G R
N D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
3"
3" V
AN
G
7.
5°
(S H
IE
LD
D .E
REFER TO STEEL
POLE SPEC FOR
ANCHOR BOLT
DETAILS
2' -0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-3
5' -1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
0°
(W O
R
KI
N G
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
'-0
'-3
'-0
'-3
'-0
'-3
3"
3" V
AN
G
.5
SH
IE
LD
D .E
1'
-0
2' -0
3"
3"
V
AN
G
.5
SH
IE
LD
D
.E
'-6
3"
3"
V
AN
G
7.
5° (C
O N
D . D
.E
'-0
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-3
TR
AN
S.
B
R
AC
KE
T
JU
M
PE
R
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-6
3"
3"
V
AN
G
7.
5° (C
O N
D . D
.E
'-0
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-3
TR
AN
S.
B
R
AC
KE
T
JU
M
PE
R
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-6
3"
3"
V
AN
G
7.
5° (C
O N
D . D
.E
'-6
3"
3"
V
AN
G
7.
5° (D
IS
T.
D .E
'-0
3"
3"
V
AN
G
.5
D
IS
T.
D
.E
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
'-6
3"
3" V
AN
G
7.
5°
(D
IS
T.
D
.E
'-0
3"
3"
V
AN
G
.5
D
IS
T.
D
.E
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
'-6
3"
3" V
AN
G
7.
5°
(D
IS
T.
D
.E
3"
3" V
AN
G
7.
5°
(C O
M M
. D .E
3"
3"
V
AN
G
.5
C O
M M
. D .E
3"
3" V
AN
G
7.
5°
(C O
M M
. D .E
3"
3"
V
AN
G
.5
C O
M M
. D .E
3"
3" V
AN
G
7.
5°
(C O
M M
. D .E
3"
3"
V
AN
G
.5
C O
M M
. D .E
3"
3" V
AN
G
7.
5°
(C O
M M
. D .E
'-6
'-6
'-6
'-6
'-6
3"
3"
V
AN
G
7.
5° (N
EU
T.
D .E
.)35 '-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
2' -6
3"
3"
V
AN
G
7.
5° (S
H
IE
LD
D
.E
WIND LOAD
R11 2"
VANG DETAIL
0° +TRAN.
90°
+LONG.
270°
180°
WIND LOAD
WIND LOAD
GROUND FLANG DETAIL
2 12"
2"
1 12"
1"
3"
2"
4"
7 12" 1 12"
CLIMBING STEP BOLT AND
WELDED STEP LUG DETAIL
1 3 4"
2"
WORKING LADDER
CLIP DETAILSECTION A-A
2" X 12" CHAMFER
2" Ø HOLE
2" THICK. PLATE
2" Ø HOLE FOR
GROUNDING
(SECTION A-A ONLY)
4" THICK. MAX.
65 KSI MIN.
4" Ø HOLE w/
8" x 45° CHAMFER
BOTH SIDES
16" Ø HOLE FOR
STEP BOLT MOUNT
DIST. BRACKET
(SEE SHT 2)
TRANS. BRACKET
(SEE SHT 2)3"
2"
0° +TRAN.
90°
+LONG.
270°
180°
SECTION B-B
0° +TRAN.
90°
+LONG.
270°
180°
SECTION C-C
2.
5°
77.5°
3"
2"
3"
2"
2.
5°
77.5°
3"
2"
3"
2"
2.
5°
77.5°
NOTES:
1. SEE SHEET 2 FOR DESIGN LOADS.
2. POLES, ARMS, & BRACKETS SHALL BE GALVANIZED BOTH INSIDE AND OUTSIDE
AFTER FABRICTION IN ACCORDANCE WITH LATEST REVISION OF ASTM A123
"STANDARD SPECIFICATION FOR ZINC (HOT DIP GALVANIZED) COATINGS ON IRON
AND STEEL PRODUCTS".
3. POLE SPLICES SHALL BE SLIP JOINT TYPE.
4. CLIMBING STEP BOLT LOCATIONS SHALL BE PROVIDED AT ALTERNATING 15"
INTERVALS ON THE 120° & 240° FLATS FROM 0'-9" BELOW TOP OF POLE TO 20'-0"
ABOVE BASE PLATE. WORKING LADDER CLIPS SHALL BE LOCATED AS SHOWN ON
STR. ELEVATION ABOVE.
Draft:
Date:
Design:
Dwg. No.:
Apvd: Scale:
Rev. Description Date Draft. Apvd.
PIKE ENGINEERING, LLC.
123 NORTH WHITE ST.
FORT MILL, SC 29715
FLA. LICENSE NO. 29269
CO
NT
AI
NS
C
RI
TI
CA
L
EN
ER
GY
IN
FR
AS
TR
UC
TU
RE
IN
FO
RM
AT
IO
N.
C
ON
FI
DE
NT
IA
L A
ND
P
RO
PR
IE
TA
RY
M
AT
ER
IA
L.
AN
Y
UN
AU
TH
OR
IZ
ED
U
SE
, R
EP
RO
DU
CT
IO
N
OR
T
RA
NS
FE
R
OF
T
HI
S
MA
TE
RI
AL
IS
S
TR
IC
TL
Y
PR
OH
IB
IT
ED
. A
LL
R
IG
HT
S
RE
SE
RV
ED
CARD SOUND-MARATHON 138 kV LINE
POLE FABRICATION DETAILS
STR 1207 (85'/ CUSTOM S-DDE)
FLORIDA KEYS ELECTRIC COOPERATIVE
TAVERNIER, FL
EHL KAC
ADT NONE
06/11/21 17989-1104 Sht. 1 of 2
6"
12"
TRANS.
BRACKET DETAIL
3"
" Ø THRU HOLE
FOR GROUNDING
(2 PLACES)
R1
HOT BEND
NOT REQ'D.
1.0" Ø THRU HOLE
FOR POST BASE
MOUNT (1 PLACE)
1.0" Ø x 4.5" SLOT
FOR POST BASE
MOUNT (1 PLACE)
6"
DIST.
BRACKET DETAIL
3"
3"
" Ø THRU HOLE
FOR GROUNDING
(2 PLACES)
" Ø THRU HOLE
FOR POST MOUNT
(1 PLACE)
R1
HOT BEND
NOT REQ'D.
NOTES:
1. STRUCTURE SHALL BE DESIGNED USING APPLIED LOADS SHOWN IN TABLE AND IN
ACCORDANCE WITH PIKE ENGINEERING STEEL POLE SPECIFICATION.
2. ANCHOR BOLTS TO BE PROVIDED BY POLE SUPPLIER. FABRICATION DETAILS IN
STEEL POLE SPECIFICATION.
Draft:
Date:
Design:
Dwg. No.:
Apvd: Scale:
Rev.
Description
Date Draft.
Apvd.
PIKE ENGINEERING, LLC.
123 NORTH WHITE ST.
FORT MILL, SC 29715
FLA. LICENSE NO. 29269
CO
NT
AI
NS
C
RI
TI
CA
L
EN
ER
GY
IN
FR
AS
TR
UC
TU
RE
IN
FO
RM
AT
IO
N.
C
ON
FI
DE
NT
IA
L A
ND
P
RO
PR
IE
TA
RY
M
AT
ER
IA
L.
AN
Y
UN
AU
TH
OR
IZ
ED
U
SE
, R
EP
RO
DU
CT
IO
N
OR
T
RA
NS
FE
R
OF
T
HI
S
MA
TE
RI
AL
IS
S
TR
IC
TL
Y
PR
OH
IB
IT
ED
. A
LL
R
IG
HT
S
RE
SE
RV
ED
CARD SOUND-MARATHON 138 kV LINE
POLE FABRICATION DETAILS
STR 1207 (85'/ CUSTOM S-DDE)
FLORIDA KEYS ELECTRIC COOPERATIVE
TAVERNIER, FL
EHL KAC
ADT NONE
06/11/21 17989-1104 Sht. 2 of 2
A ISSUED FOR BID 06/25/21 EHL ADT
DIST. FROM
TOP
NESC MEDIUM #1 NESC EXTREME WIND #1 NESC EXTREME ICE #1 NORMAL
VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG.
1.00' 269 1070 791 312 1874 549 170 393 520 136 240 292
10.00' 1709 6511 2671 1368 6235 1255 1228 3992 1704 913 2299 1361
20.00' 1756 6516 2666 1398 6140 1223 1263 3996 1699 935 2302 1360
30.00' 1356 5798 2857 1039 5515 1447 961 3521 1816 751 2012 1427
40.00' 435 2342 339 358 2641 271 300 1258 172 249 740 170
44.00' 403 2431 314 321 2702 249 276 1314 159 235 775 162
48.00' 370 2342 339 285 2597 284 252 1259 172 220 741 171
52.00' 128 784 551 104 1067 324 86 330 376 76 219 244
56.00' 327 2484 460 313 3643 481 207 1011 234 177 677 197
57.00' 323 2450 321 312 3630 432 204 985 121 175 658 111
58.00' 324 2451 340 312 3631 440 204 986 137 175 658 124
59.00' 339 2483 463 331 3643 483 214 1010 237 182 677 200
DIST. FROM
TOP
NESC MEDIUM #2 NESC EXTREME WIND #2 NESC EXTREME ICE #2
VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG.
1.00' 202 638 2111 267 1020 2907 126 258 1046
10.00' 1351 3781 13180 1128 3455 10252 989 2321 8768
20.00' 1398 3785 13180 1158 3400 10113 1024 2324 8767
30.00' 998 3065 13375 799 2820 10216 722 1847 8888
40.00' 297 1202 4480 265 1355 4118 208 636 2770
44.00' 265 1291 4456 228 1427 4070 184 691 2758
48.00' 232 1201 4481 192 1335 4077 160 636 2771
52.00' 80 463 1593 71 583 1688 54 209 859
56.00' 227 1319 4296 245 1921 5424 141 535 2160
57.00' 223 1285 4157 244 1908 5374 138 509 2047
58.00' 224 1288 4170 244 1909 5380 138 511 2058
59.00' 239 1319 4295 263 1921 5423 148 535 2160
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
22.50 psf
1.50 57.60 1.00 2.30 1.00
0.00 psf
1.00
ALL LOADS SHOWN IN POUNDS
LINE ANGLE: 26°
OPGW: 1800# BK/800# AH (SINGLE BRUGG OPGW)
COND.: 7800# BK/6000# AH (SINGLE GREELEY 927.2 AAAC)
DIST.: 2600# BK/ 2400# AH (SINGLE TULIP 336.4 AAC)
NEUT.: 900# BK/600# AH (SINGLE 2/3 CU)
COMM.: 2400# BK/2200# AH (3/8" STEEL MESSENGER & 144 FIBER)
PL
AT
E
FO
R D
P
FO
U N
D
AT
IO
N
'-0
'-0
G R
N D
F
LA
N G
E (G
R O
U N
D
IN
G
°/9
0° /1
°/2
N
AM
EP
LA
TE
W
EL
D
ED
'-6
NAMEPLATE
DETAIL
F.K.E.C.
STR. NO.: SEE TABLE
TYPE: S-DDE
HEIGHT: 85'
WEIGHT:
GLM:
MFG:
DWG. NO.:
3"
3" V
AN
G
8.
5°
(S H
IE
LD
D .E
A
A 1'
-0
'-0
3"
3"
V
AN
G
8.
5° (C
O N
D . D
.E
'-0
3"
3"
V
AN
G
8.
5° (D
IS
T.
D .E
'-0
3"
3"
V
AN
G
8.
5° (N
EU
T.
D .E
B B
C C
'-3
TR
AN
S.
B R
AC
KE
T
JU
M
PE
R
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
C C
'-0
3"
3"
V
AN
G
8.
5° (C
O M
M . D
.E
C C
2' -0
'-3
D
IS
T.
B R
AC
KE
T
JU
M
PE
R
/G R
N D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
3"
3" V
AN
G
8.
5°
(S H
IE
LD
D .E
REFER TO STEEL
POLE SPEC FOR
ANCHOR BOLT
DETAILS
2' -6
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-3
5' -1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
0°
(W O
R
KI
N G
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R /G
R N
D
'-0
'-3
'-0
'-3
'-0
'-3
3"
3" V
AN
G
.5
SH
IE
LD
D .E
1'
-6
2' -6
3"
3"
V
AN
G
.5
SH
IE
LD
D
.E
'-6
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-0
3"
3"
V
AN
G
8.
5° (C
O N
D . D
.E
'-3
TR
AN
S.
B R
AC
KE
T
JU
M
PE
R
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-6
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-0
3"
3"
V
AN
G
8.
5° (C
O N
D . D
.E
'-3
TR
AN
S.
B R
AC
KE
T
JU
M
PE
R
'-1
01 2"
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-0
LA
D D
ER
C
LI
PS
0°
W
O R
KI
N
G
'-6
3"
3"
V
AN
G
.5
C O
N D
. D .E
'-6
3"
3"
V
AN
G
.5
D
IS
T.
D
.E
'-0
3"
3"
V
AN
G
8.
5° (D
IS
T.
D .E
'-3
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R
'-6
3"
3"
V
AN
G
.5
D
IS
T.
D
.E
'-0
3"
3"
V
AN
G
8.
5° (D
IS
T.
D .E
'-3
D
IS
T.
B
R
AC
KE
T
JU
M
PE
R
'-6
3"
3"
V
AN
G
.5
D
IS
T.
D
.E
3"
3" V
AN
G
.5
C
O M
M . D
.E
3"
3" V
AN
G
8.
5°
(C O
M M
. D .E
3"
3" V
AN
G
.5
C
O M
M . D
.E
3"
3" V
AN
G
8.
5°
(C O
M M
. D .E
3"
3" V
AN
G
.5
C
O M
M . D
.E
3"
3" V
AN
G
8.
5°
(C O
M M
. D .E
3"
3" V
AN
G
.5
C
O M
M . D
.E
'-6
'-6
'-6
'-6
'-6
3"
3"
V
AN
G
.5
N
EU
T.
D
.E .)35
'-1 01 2"
LA
D
D
ER
C
LI
PS
0°
W O
R
KI
N G
WIND LOAD
R11 2"
VANG DETAIL
0° +TRAN.
90°
+LONG.
270°
180°
WIND LOAD
WIND LOAD
GROUND FLANG DETAIL
2 12"
2"
1 12"
1"
3"
2"
4"
7 12" 1 12"
CLIMBING STEP BOLT AND
WELDED STEP LUG DETAIL
1 3 4"
2"
WORKING LADDER
CLIP DETAILSECTION A-A
2" X 12" CHAMFER
2" Ø HOLE
2" THICK. PLATE
2" Ø HOLE FOR
GROUNDING
(SECTION A-A ONLY)
4" THICK. MAX.
65 KSI MIN.
4" Ø HOLE w/
8" x 45° CHAMFER
BOTH SIDES
16" Ø HOLE FOR
STEP BOLT MOUNT
DIST. BRACKET
(SEE SHT 2)
TRANS. BRACKET
(SEE SHT 2)3"
2"
0° +TRAN.
90°
+LONG.
270°
180°
SECTION B-B
0° +TRAN.
90°
+LONG.
270°
180°
SECTION C-C
1.
5°
78.5°
3"
2"
3"
2"
1.
5°
78.5°
3"
2"
3"
2"
1.
5°
78.5°
NOTES:
1. SEE SHEET 2 FOR DESIGN LOADS.
2. POLES, ARMS, & BRACKETS SHALL BE GALVANIZED BOTH INSIDE AND OUTSIDE
AFTER FABRICTION IN ACCORDANCE WITH LATEST REVISION OF ASTM A123
"STANDARD SPECIFICATION FOR ZINC (HOT DIP GALVANIZED) COATINGS ON IRON
AND STEEL PRODUCTS".
3. POLE SPLICES SHALL BE SLIP JOINT TYPE.
4. CLIMBING STEP BOLT LOCATIONS SHALL BE PROVIDED AT ALTERNATING 15"
INTERVALS ON THE 120° & 240° FLATS FROM 0'-9" BELOW TOP OF POLE TO 20'-0"
ABOVE BASE PLATE. WORKING LADDER CLIPS SHALL BE LOCATED AS SHOWN ON
STR. ELEVATION ABOVE.
Draft:
Date:
Design:
Dwg. No.:
Apvd: Scale:
Rev. Description Date Draft. Apvd.
PIKE ENGINEERING, LLC.
123 NORTH WHITE ST.
FORT MILL, SC 29715
FLA. LICENSE NO. 29269
CO
NT
AI
NS
C
RI
TI
CA
L
EN
ER
GY
IN
FR
AS
TR
UC
TU
RE
IN
FO
RM
AT
IO
N.
C
ON
FI
DE
NT
IA
L A
ND
P
RO
PR
IE
TA
RY
M
AT
ER
IA
L.
AN
Y
UN
AU
TH
OR
IZ
ED
U
SE
, R
EP
RO
DU
CT
IO
N
OR
T
RA
NS
FE
R
OF
T
HI
S
MA
TE
RI
AL
IS
S
TR
IC
TL
Y
PR
OH
IB
IT
ED
. A
LL
R
IG
HT
S
RE
SE
RV
ED
CARD SOUND-MARATHON 138 kV LINE
POLE FABRICATION DETAILS
QTY. 2 (85'/ CUSTOM S-DDE)
FLORIDA KEYS ELECTRIC COOPERATIVE
TAVERNIER, FL
EHL KAC
ADT NONE
06/11/21 17989-1105 Sht. 1 of 2
A ISSUED FOR BID 06/25/21 EHL ADT
Str. #
6"
DIST.
BRACKET DETAIL
3"
3"
" Ø THRU HOLE
FOR GROUNDING
(2 PLACES)
" Ø THRU HOLE
FOR POST MOUNT
(1 PLACE)
R1
HOT BEND
NOT REQ'D.
6"
12"
TRANS.
BRACKET DETAIL
3"
" Ø THRU HOLE
FOR GROUNDING
(2 PLACES)
R1
HOT BEND
NOT REQ'D.
1.0" Ø THRU HOLE
FOR POST BASE
MOUNT (1 PLACE)
1.0" Ø x 4.5" SLOT
FOR POST BASE
MOUNT (1 PLACE)
NOTES:
1. STRUCTURE SHALL BE DESIGNED USING APPLIED LOADS SHOWN IN TABLE AND IN
ACCORDANCE WITH PIKE ENGINEERING STEEL POLE SPECIFICATION.
2. ANCHOR BOLTS TO BE PROVIDED BY POLE SUPPLIER. FABRICATION DETAILS IN
STEEL POLE SPECIFICATION.
Draft:
Date:
Design:
Dwg. No.:
Apvd: Scale:
Rev.
Description
Date Draft.
Apvd.
PIKE ENGINEERING, LLC.
123 NORTH WHITE ST.
FORT MILL, SC 29715
FLA. LICENSE NO. 29269
CO
NT
AI
NS
C
RI
TI
CA
L
EN
ER
GY
IN
FR
AS
TR
UC
TU
RE
IN
FO
RM
AT
IO
N.
C
ON
FI
DE
NT
IA
L A
ND
P
RO
PR
IE
TA
RY
M
AT
ER
IA
L.
AN
Y
UN
AU
TH
OR
IZ
ED
U
SE
, R
EP
RO
DU
CT
IO
N
OR
T
RA
NS
FE
R
OF
T
HI
S
MA
TE
RI
AL
IS
S
TR
IC
TL
Y
PR
OH
IB
IT
ED
. A
LL
R
IG
HT
S
RE
SE
RV
ED
CARD SOUND-MARATHON 138 kV LINE
POLE FABRICATION DETAILS
QTY. 2 (85'/ CUSTOM S-DDE)
FLORIDA KEYS ELECTRIC COOPERATIVE
TAVERNIER, FL
EHL KAC
ADT NONE
06/11/21 17989-1105 Sht. 2 of 2
A ISSUED FOR BID 06/25/21 EHL ADT
DIST. FROM
TOP
NESC MEDIUM #1 NESC EXTREME WIND #1 NESC EXTREME ICE #1 NORMAL
VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG.
1.00' 201 927 232 219 1733 280 124 301 124 109 186 78
10.00' 1677 6551 -6723 1163 6066 -1676 1202 3961 -4514 944 2432 -3491
20.00' 1649 5550 -6936 1105 5319 -1840 1182 3299 -4645 937 2000 -3575
30.00' 1013 6558 -6704 589 5924 -1705 703 3968 -4501 629 2434 -3480
40.00' 268 1873 -1278 120 2444 -149 192 904 -1099 184 507 -698
44.00' 199 1749 -1290 27 2302 -161 145 829 -1104 157 463 -702
48.00' 136 1949 -1304 -56 2516 -164 103 942 -1116 133 529 -704
52.00' 83 846 31 40 1056 83 55 390 -6 53 254 8
56.00' 241 2433 539 184 3465 420 158 1018 336 141 691 280
57.00' 241 2431 532 185 3465 409 158 1018 331 141 691 276
58.00' 245 2321 -6 186 3423 200 162 930 -99 144 621 -64
59.00' 260 2249 -358 206 3391 57 173 871 -380 153 577 -271
DIST. FROM
TOP
NESC MEDIUM #2 NESC EXTREME WIND #2 NESC EXTREME ICE #2
VERT. TRANS. LONG. VERT. TRANS. LONG. VERT. TRANS. LONG.
1.00' 147 433 -1469 210 819 -2476 85 137 -604
10.00' 1468 4208 -16528 1103 3333 -11133 1077 2612 -10933
20.00' 1531 3207 -16744 1143 2621 -11200 1124 1950 -11066
30.00' 980 4211 -16533 716 3264 -10962 709 2616 -10938
40.00' 239 1092 -4191 205 1246 -3907 166 584 -2611
44.00' 205 999 -4214 166 1151 -3915 141 525 -2624
48.00' 171 1092 -4192 128 1228 -3867 116 584 -2612
52.00' 58 415 -1628 44 510 -1651 39 195 -913
56.00' 168 1145 -4203 163 1660 -5207 107 473 -2169
57.00' 168 1144 -4210 164 1660 -5218 107 473 -2174
58.00' 180 1145 -4203 182 1660 -5207 115 473 -2169
59.00' 168 1144 -4210 164 1660 -5217 107 473 -2174
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
WIND
LOAD
DEAD LOAD
FACTOR
22.50 psf
1.50 57.60 1.00 2.30 1.00
0.00 psf 1.00
ALL LOADS SHOWN IN POUNDS
LINE ANGLE: 23°
OPGW: 3000# BK/1000# AH (SINGLE BRUGG OPGW)
COND.: 9000# BK/6000# AH (SINGLE GREELEY 927.2 AAAC)
DIST.: 2400# BK/1700# AH (SINGLE TULIP 336.4 AAC)
NEUT.: 900# BK/900# AH (SINGLE 2/3 CU)
COMM.: 2400# BK/2700# AH (3/8" STEEL MESSENGER & 144 FIBER)
| 17989-1101-1-A |
| Sheets and Views |
| 1101-01 |
| 17989-1101-2-A |
| 17989-1102-1-A |
| Sheets and Views |
| 1102-01 |
| 17989-1102-2-A |
| Sheets and Views |
| 1102-02 |
| 17989-1103-1-A |
| Sheets and Views |
| 1103-01 |
| 17989-1103-2-A |
| Sheets and Views |
| 1103-02 |
| 17989-1104-1-A |
| Sheets and Views |
| 1104-01 |
| 17989-1104-2-A |
| Sheets and Views |
| 1104-02 |
| 17989-1105-1-A |
| Sheets and Views |
| 1105-01 |
17989-1105-2-A
File details come from the government source that posted it. Updated .