20240903IPC to Staff 21(c) Supplemental - Attachment 1 - RFP - T902 Construction - Exhibit B Steel Fabrication 43909_C_FINA.PDF

1. 43909-INDEX C
IDAHO POWER COMPANY
LINE 902 REBUILD GROUP 2 (DRAM-RTSN)
WEATHERING
43909C
POLE DRAWING INDEX
RELEASE QTY STRUCTURE TYPE STRUCTURE LENGTH EMBEDMENT POLE NO ERECTION DRAWING POLE LAYOUT DRAWING ARM LAYOUT CAMBER
LENGTH DRAWING AMOUNT
230KV 0°-1°S.C.
TANGENT TSH H 1304E 43908-3005,43908-3009
1 65'0" 8'6" 43908 TSH652AT 43908 7602,43908 D
FRAME
TSH LOADING TABLE 2 1304R 43908-3005,43908-3009
1266L, 1269L, 1282L,
1298L, 1299L, 1372L,
C 230KV 00-10 S.C. 1377L, 1313L, 1321L, 43908 3003,43908 3010
TANGENT TSH H 1412E
10 FRAME 70'0" 9'0 1266R, 1269R, 1282R, 43908 TSH701AT 43908 7601,43908 B
TSH LOADING TABLE 1 1298R, 1299R, 1372R,1377R, 1313R, 1321R, 43908 3003,43908 3010
1412R
MEYER CLAD KIT
2 78034 43909-MSMCLDCT -
1 KIT 8 POLES
SSG DRAWING INDEX
STANDARD DRAWINGS DRAWING NO
GENERAL NOTES,ASSEMBLY AND ERECTION INFORMATION SSGO01
JACKING NUT LOCATIONS SSGO04
JACKING INSTRUCTIONS SSGO05
WELDING DETAILS SSGO07
Meyer Utility Structures
A INITIAL RELEASE RA/08-17-23
6750 Lenox Center Court Suite 400 REV DESCRIPTION DRFT/DATE
� PROJECT: LINE 902 REBUILD GROUP 2(DRAM-RTSN)
Memphis, TN 38115 CUSTOMER: IDAHO POWER COMPANY
Phone: [phone] CUSTOMER P.O.NO:
JOB NO: 43909
Engr. Fax: [phone] DRAWN/DATE: RA 08/17/2023
CHECKED/DATE: SV 08/17/2023
ENGINEER:
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES L-C.
WEST VALUE STREAM THE DRAWING N PROPERTY BE COPIED
UTILITY RUSE STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WILH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
MEYER
UTILITY STRUCTURES
DRAWING INDEX
RELEASE C
REu.
SHEET 1 OF 3 43909-INDEX C A

Page #2
43908-1401 LINE 1 LINE 2 LINE 3 LINE 4 LINE 5 LINE 6
SL.NO. MEYER LENGTH POLE NO. MM/YYYY ASSY NO. JOB#REL-PLANT CODE
1 MEYER 65 FT-0 IN POLE#1304L MM/YYYY 43908-3009 43909C-***
2 MEYER 65 FT-0 IN POLE#1304L MM/YYYY 43908-3009 43909C-***
3 MEYER 65 FT-0 IN POLE#1304R MM/YYYY 43908-3009 43909C-***
4 MEYER 65 FT-0 IN POLE#1304R MM/YYYY 43908-3009 43909C-***
5 MEYER 70 FT-0 IN POLE#1266L MM/YYYY 43908-3010 43909C-***
6 MEYER 70 FT-0 IN POLE#1266L MM/YYYY 43908-3010 43909C-***
7 MEYER 70 FT-0 IN POLE#1266R MM/YYYY 43908-3010 43909C-***
8 MEYER 70 FT-0 IN POLE#1266R MM/YYYY 43908-3010 43909C-***
9 MEYER 70 FT-0 IN POLE#1269L MM/YYYY 43908-3010 43909C-***
10 MEYER 70 FT-0 IN POLE#1269L MM/YYYY 43908-3010 43909C-***
11 MEYER 70 FT-0 IN POLE#1269R MM/YYYY 43908-3010 43909C-***
12 MEYER 70 FT-0 IN POLE#1269R MM/YYYY 43908-3010 43909C-***
13 MEYER 70 FT-0 IN POLE#1282L MM/YYYY 43908-3010 43909C-***
14 MEYER 70 FT-0 IN POLE#1282L MM/YYYY 43908-3010 43909C-***
15 MEYER 70 FT-0 IN POLE#1282R MM/YYYY 43908-3010 43909C-***
16 MEYER 70 FT-0 IN POLE#1282R MM/YYYY 43908-3010 43909C-***
17 MEYER 70 FT-0 IN POLE#1298L MM/YYYY 43908-3010 43909C-***
18 MEYER 70 FT-0 IN POLE#1298L MM/YYYY 43908-3010 43909C-***
19 MEYER 70 FT-OIN POLE#1298R MM/YYYY 43908-3010 43909C-***
20 MEYER 70 FT-OIN POLE#1298R MM/YYYY 43908-3010 43909C-***
21 MEYER 70 FT-OIN POLE#1299L MM/YYYY 43908-3010 43909C-***
22 MEYER 70 FT-0 IN POLE#1299L MM/YYYY 43908-3010 43909C-***
23 MEYER 70 FT-0 IN POLE#1299R MM/YYYY 43908-3010 43909C-***
24 MEYER 70 FT-0 IN POLE#1299R MM/YYYY 43908-3010 43909C-***
25 MEYER 70 FT-0 IN POLE#1372L MM/YYYY 43908-3010 43909C-***
26 MEYER 70 FT-0 IN POLE#1372L MM/YYYY 43908-3010 43909C-***
27 MEYER 70 FT-0 IN POLE#1372R MM/YYYY 43908-3010 43909C-***
28 MEYER 70 FT-0 IN POLE#1372R MM/YYYY 43908-3010 43909C-***
29 MEYER 70 FT-0 IN POLE#1377L MM/YYYY 43908-3010 43909C-***
30 MEYER 70 FT-0 IN POLE#1377L MM/YYYY 43908-3010 43909C-***
31 MEYER 70 FT-0 IN POLE#1377R MM/YYYY 43908-3010 43909C-***
32 MEYER 70 FT-0 IN POLE#1377R MM/YYYY 43908-3010 43909C-***
33 MEYER 70 FT-0 IN POLE#1313L MM/YYYY 43908-3010 43909C-***
34 MEYER 70 FT-O IN POLE#1313L MM/YYYY 43908-3010 43909C-***
35 MEYER 70 FT-0 IN POLE#1313R MM/YYYY 43908-3010 43909C-***
36 MEYER 70 FT-0 IN POLE#1313R MM/YYYY 43908-3010 43909C-***
37 MEYER 70 FT-O IN POLE#1321L MM/YYYY 43908-3010 43909C-***
38 MEYER 70 FT-0 IN POLE#1321L MM/YYYY 43908-3010 43909C-***
39 MEYER 70 FT-0 IN POLE#1321R MM/YYYY 43908-3010 43909C-***
40 MEYER 70 FT-0 IN POLE#1321R MM/YYYY 43908-3010 43909C-***
41 MEYER 70 FT-0 IN POLE#1412L MM/YYYY 43908-3010 43909C-***
42 MEYER 70 FT-0 IN POLE#1412L MM/YYYY 43908-3010 43909C-***
43 MEYER 70 FT-0 IN POLE#1412R MM/YYYY 43908-3010 43909C-***
44 MEYER 70 FT-0 IN POLE#1412R MM/YYYY 43908-3010 43909C-***
S"
[1271
uo [101
LINE 1
LINE 2
LINE 3 I:
LINE `"
LINE 5
LINE 6
1/4"F.B.
NAME PLATE
43908-1401
A INITIAL RELEASE RA/08-17-23
REV DESCRIPTION DRFT/DATE
PROJECT: LINE 902 REBUILD GROUP 2(DRAM-RTSN)
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43909
DRAWN/DATE: RA 08/17/2023
CHECKED/DATE: SV 08/17/2023
ENGINEER:
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
METER
a
UTILITY STRUCTURES
v
DRAWING INDEX
RELEASE C
Z
SHEET 2 OF 3 43909-INDEX C REV. A

78414 LINE 1 LINE 2 LINE 3
SL.NO. POLE NO. ASSY NO. JOB#REL-PLANT CODE
1 1304L 43908-3005 43909C-***
2 1304R 43908-3005 43909C-***
3 1304 43908-7602 43909C-***
4 1304L 43908-D 43909C-***
5 1304R 43908-D 43909C-***
6 1266L 43908-3003 43909C-***
7 1266R 43908-3003 43909C-***
8 1266 43908-7601 43909C-***
9 1266L 43908-B 43909C-***
10 1266R 43908-B 43909C-***
11 1269L 43908-3003 43909C-***
12 1269R 43908-3003 43909C-***
13 1269 43908-7601 43909C-***
14 1269L 43908-B 43909C-*** 4"
15 1269R 43908-B 43909C-*** [102]
16 1282L 43908-3003 43909C-*** 3/8"
17 1282R 43908-3003 43909C-*** [10]
r
18 1282 43908-7601 43909C-*** o
19 1282L 43908-B 43909C-*** LINE 1
20 1282R 43908-B 43909C-*** LINE 2
21 1298L 43908-3003 43909C-*** ^o LINE 3
22 1298R 43908-3003 43909C-***
23 1298 43908-7601 43909C-*** 1/4"F.B.
24 1298L 43908-B 43909C-*** 78414
25 1298R 43908-B 43909C-*** 74905,0.25 X 3.00
26 1299L 43908-3003 43909C-*** ASTM A-588
27 1299R 43908-3003 43909C-*** 0.85 LBS
28 1299 43908-7601 43909C-***
29 1299L 43908-B 43909C-***
30 1299R 43908-B 43909C-***
31 1372L 43908-3003 43909C-***
32 1372R 43908-3003 43909C-***
33 1372 43908-7601 43909C-***
34 1372L 43908-B 43909C-***
35 1372R 43908-B 43909C-***
36 1377L 43908-3003 43909C-***
37 1377R 43908-3003 43909C-***
38 1377 43908-7601 43909C-***
39 1377L 43908-B 43909C-***
40 1377R 43908-B 43909C-***
41 1313L 43908-3003 43909C-***
42 1313R 43908-3003 43909C-***
43 1313 43908-7601 43909C-***
44 1313L 43908-B 43909C-***
45 1313R 43908-B 43909C-***
46 1321L 43908-3003 43909C-***
47 1321R 43908-3003 43909C-***
48 1321 43908-7601 43909C-***
49 1321L 43908-B 43909C-***
50 1321R 43908-B 43909C-***
51 1412L 43908-3003 43909C-***
52 1412R 43908-3003 43909C-***
53 1412 43908-7601 43909C-***
54 1412L 43908-B 43909C-*** PLANT (PLANT CODE)
55 1412R 43908-B 43909C-*** CASTANOS,MX CAS
FORT WORTH,TX FTW
GADSDEN,AL GAD
HAGER CITY,WI HAG
HUEHUETOCA,MX HUE
LANCASTER,SC LAN
A INITIAL RELEASE RA/08-17-23
REV DESCRIPTION DRFT/DATE
PROJECT: LINE 902 REBUILD GROUP 2(DRAM-RTSN)
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43909
DRAWN/DATE: RA 08/17/2023
CHECKED/DATE: SV 08/17/2023
ENGINEER:
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES I.I.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
MEYER
UTILITY STRUCTURES
DRAWING INDEX
RELEASE C
SHEET 3 OF 3 43909-INDEX C REV. A

2. 43909-SPECNOTE
Page#4
SPECIAL NOTES:
STANDARD NOTES:
1.ALL THE DIMENSIONS SHOWN IN[XX]ARE IN mm.
2.UNLESS OTHERWISE NOTED REFER AMUS-EN-P-018 FOR TOLERANCES.
3.UNLESS OTHERWISE NOTED REFER SSGO07 FOR WELDING DETAILS.
4.PROVIDE PLASTIC PLUGS IN ALL THE HOLES,TAPPED HOLES,AND NUTS WELDED TO STRUCTURE.
POLE NOTES:
1.FASTENERS TO BE HOT DIP GALVANIZED PER ASTM A-153
2.MARK ALL SHIP LOOSE ITEMS WITH PART NUMBER AND STRUCTURE NUMBER.
SHAFT/CROSS ARM/ARM NOTES:
1.WELD"+"AT APPROXIMATE CENTER OF GRAVITY(ON ANY FLAT).
2.BLAST CLEAN TO SSPC-SP6.
EMBEDDED SHAFT NOTES:
1.BLAST CLEAN TO SSPC-SP10 WITH MIN OF 2 MIL PROFILE,MEYERCLAD THE SPECIFIED COATING AREA.
2.COAT WITH MEYERCLAD PLUS,20 MILS.MINIMUM DFT.,30 MILS.MINIMUM AVERAGE DFT.
3.FEATHER MEYERCLAD AN ADDITIONAL 8".
4.DO NOT MASK OR TAPE FEATHERED EDGE OF MEYERCLAD.
5.DO NOT COAT GROUND NUTS WITH MEYERCLAD.
STANDARD NOTAS:
1.TODAS LAS DIMENSIONES MOSTRADAS EN[XX]SON EN mm.
2.A MENOS QUE SE INDIQUE LO CONTRARIO CONSULTAR DOCUMENTO AMUS-EN-P-018 PARA TOLERANCIAS.
3.A MENOS QUE SE INDIQUE LO CONTRARIO CONSULTAR DOCUMENTO SSGO07 PARA DETALLE DE SOLDADURA.
4.COLOCAR TAPONES DE PLASTICO EN TODOS LOS AGUJEROS,AGUJEROS ROSCADOS,Y TUERCAS SOLDADAS A LA ESTRUCTURA.
POLE NOTAS:
1.LOS SUJETADORES SERAN GALVANIZADOS POR INMERSION EN CALIENTE DE ACUERDO A ASTM A-153
2.MARQUE TODOS LOS ARTICULOS SUELTOS A ENVIAR,CON NUMERO DE PARTE Y EL NUMERO DE ESTRUCTURA.
SHAFT/CROSS ARM/ARM NOTAS:
1.SOLDAR"+" AL CENTRO DE GARAVEDAD APROXIMADO(EN CUALQUIER CARA).
2.GRANALLADO DE ACUERDO A SSPC-SP6.
EMBEDDED SHAFT NOTAS:
1.GRANALLADO DE ACUERDO A SSPC-SP10 CON PERFIL DE RUGOSIDAD MIN.DE 2 MIL,APLICAR MEYERCLAD EN EL AREA ESPECIFICA A RECUBRIR.
2.RECUBRIR CON MEYERCLAD PLUS MINIMO 20 MILS.PROMEDIO MINIMO 30 MILS.
3.DESVANECER MEYERCLAD EN NO MAS DE 8"DESPUES DEL LIMITE DE RECUBRIMIENTO.
4.NO ENCUBRIR 0 ENCINTAR EL BORDE DESVANECIDO DE MEYERCLAD.
5.NO RECUBRIR TUERCAS PARA TIERRA CON MEYERCLAD.
II I I II
ID TAG/NAME PLATE
II II II II
°ID TAG/NAME PLATE w No w
II AND SHAFT ALIGNMENT 0 +� a
II WELD ALIGN VERTICALLY \°o No 90
N 900±11 0f10
Z Z �
M - _
- .ti II II I II II 00 M
II II SHAFT ALIGNMENT WELD :H O
ih u
SLIP JOINT ASSEMBLY
ALIGNMENT
JACKING NUT DETAIL JACKING NUT DETAIL
@ TOP OF SHAFT SECTION @ BOTTOM OF SHAFT SECTION
74547AM 74547AM
1/2"F.B.
00 a
--� N
LOC.
DIM.
A INITIAL RELEASE KS/07-20-23
N REV DESCRIPTION DRFT/DATE
M v v PROJECT: L902 MAINTENANCE
u CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43909
DRAWN/DATE: KS 07/20/2023
DRILL&TAP CHECKED/DATE: RJ 08/08/2023
ENGINEER: RANDALL PERKINS
(2) 0 1/2"-13 UNC THDS. r1" THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES I.I.C.
OVERSIZE.021" [25] THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
2 MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
[5 1] COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
78501AM MEYER
70581AM,0.50 X 2.00 Q
STAINLESS STEEL TYPE316 UTILITY STRUCTURES
1.09 LBS
SPECIAL NOTES
Y
ut
Q
REV. 0
SHEET 1 OF 1 43909-SPECNOTE A

3. 43908-TSH652AT
Page#5
STRUCTURE INFORMATION
BILLABLE POLE NO HGT.ABOVE GRND. TOP DIA. GRND.LINE DIA. TAPER IN./Ff. TOP DIA. GRND.LINE DIA. TAPER IN./Ff.
LINE (PT-Pn CPT-PT) (PT-m (FL-FL) (EL-EL) (FI-FL)
43908-TSH652AT SEE INDEX 55'-7 3/4"[169611 15 5/16"[3891 21 25/32"[5531 0.12500 14 25/32"[3751 21 1/32"[5341 0.12074
7'-6" T-6" 11'-0" 11'-0" T-6" 7'-6"
[2286] 1 [1067] [3353] [3353] [1067] [2286]
SS GROUND nI
9 10 PAD 2-HOLE `� r
L.O 00
4
7 8 4
C3
3
I I
o �
,y M
I I
10 11
0
I I
6
I I
o E
O c)
O
n
10 12
I I
M tD tO N
N
LLn .^-I
Ln
Ln u
I I
O N
In 00 M Ln 0
ko .--� .--� Ln
0)
�u
I I I I
I I I I
I I
2 LIFTING VANG 2
I I
NAME PLATE 11'-6"
[3505]
4' 10" o o MEYERCLAD
o N SS NUT, [1473]
Ln 1/2"DIA.
Io^No c^o GROUND
GROUND LINE N,�. SLEEVE
--II1—II1— Irl—Irl—Irl—Irl — —Irl—Irl— Irl—Irl—Irl—Irl
--II1—III Z—Irl—Irl—Irl Irl—Irl—Irl Irl—Irl—Irl—Irl
Irl—Irl—Irl— :: —Irl—Irl—Irl— Irl—Irl—Irl— ...—Irl—Irl—Irl—
Iri—Iri. Irl—Irl— — Irl—Irl—Irl III Irl—Irl-
-II1--III— —II1— — — — --II1—II1—
—Ir1�III :::::: : III�II1�I11 _� III�II1�III
ko — — — —
00 Ln
... V Vi-V
PROJECT: L902 MAINTENANCE
22'-0" CUSTOMER: IDAHO POWER COMPANY
[6706] CUSTOMER P.O.NO:
JOB NO: 43908
L R DRAWN/DATE: KLB 06/26/2023
CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
METER
a
UTILITY STRUCTURES
65'-0" 230KV 00-10 S.C. TANGENT TSH H-FRAME
WEATHERING - TSH LOADING TABLE 2
Y
K
A INITIAL RELEASE KLB/06-26-23 SHEET 1 OF 2 43908-TSH652AT REV. A
REV DESCRIPTION DRFT/DATE

PARTS AND ASSEMBLIES LIST
ITEM NO. PART NUMBER QTY. DESCRIPTION ADDITIONAL DESCRIPTION MATERIAL GRADE WT.EACH EXTD.WT.
1 43908-3005 2 SHAFT ASSEMBLY,37'-0"LONG POLE-TOP 037.00 015.3 019.9 000 1550.00 3100.00
2 43908-3009 2 SHAFT ASSEMBLY,29'-10 3/4"LONG POLE-BASE 029.90 019.1 022.8 000 1520.00 3040.00
3 43908-7602 1 CROSS ARM ASSEMBLY,44'-2 1/2"LONG CROSS ARM 044.21 015.3 015.3 000 1770.00 1770.00
4 43908-D 2 ARM ASSEMBLY,5'-3"LONG ARM 8-SIDED 160.00 320.00
5 43908-3201 4 SLIPJOINT KEEPER ASSY 20.00 80.00
6 43908-1602 2 ANGLE CROSS BRACE 77577,0.50 X 5.00 ASTM A-588 476.83 953.66
7 84165AM 2 BOLT, 1 1/2"DIA.x 22" ASTM A-354 GRADE BC GALV 11.90 23.80
8 74079AM 2 ANCO LOCKNUT,1 1/2"DIA. ASTM A-563 GRADE DH 1.31 2.62
9 76446AM 4 BOLT, 1"DIA.x 12 1/2" ASTM A-354 GRADE BC GALV 3.15 12.60
10 74071AM 9 ANCO LOCKNUT, 1"DIA. ASTM A-563 GRADE DH 0.41 3.69
11 76452AM 4 BOLT, 1"DIA.X 3 1/4" ASTM A-354 GRADE BC GALV 1.04 4.16
12 76562AM 1 BOLT,1"DIA.x 3" ASTM A-354 GRADE BC GALV 1.10 1.10
TOTAL STRUCTURE FINISHED WEIGHT 9320.00
5"
[127]
LINE LINE LINE
a 00 o
3/8"
[10] 12 6
MEYER 9 r3
65-0" 3 9
POLE NO. 7�1
MM/YYYY 6 1z
ASSY NO. LINE LINE LINE
JOB#REL-***
*** PLANT
POLE ORIENTATION
1/4"F.B.
CODE
NAME PLATE
43908-1401
3"
[76]
1 1/2"
[38]
N u
1--III---�--� ID TAG,A-588
76949AM II II II WEATHERING
0 1 1/8"HOLE II l II N.S.L LEG
F.S. R LEG
[838]
@ 100%SLIP JOINT LAP
2'-6"[762]MIN.
T-2"[9651 MAX. SS NUT,
SJK1501 1/2"DIA. �?^^n
7F u u u
00 n u I u
N p
1�l f4g
1/2"PL.
SHAFT u u u u Q o m
ALIGNMENT
WELD
N.S. L LEG Eli I II
76949AM F.S. R LEG II II II
Bil aa SS NUT,
1/2"DIA.
5 DETAIL A 5
INSTALL BOLT AFTER SLIPJOINT
LOCKING PLATE HAS BEEN
FIELD DRILLED
43908-3201
SLIPJOINT KEEPER ASSY
12.32 LBS
29'-10 3/8"+0142"
+1/4" [9103+13]
3"-0. 0 A INITIAL RELEASE KLB/06-26-23
[76+0] 29'4 3/8"t1/8" REV DESCRIPTION DRFT/DATE
TYP [8950f3] CUSTOMER:
L902 MAINTENANCE
IDAHO POWER COMPANY
CUSTOMER P.O.NO:
14'-8 3/16"±1/8" JOB NO: 43908
[4475f3] DRAWN/DATE: KLB 06/26/2023
CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
N�J 1 1 \ 1 _ n MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
\ \ \ \ L' .N-i COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
1 1 1 1
II II
METER
(3) 0 11/8"HOLES 77577, 1/2"x 5"x s"ANGLE UTILITY STRUCTURES in
43908-1602 65-0" 230KV 00-10 S.C. TANGENT TSH H-FRAME
77577, x 5.00
ASTMM A-588 WEATHERING - TSH LOADING TABLE 2
A-
476.83 LBS
Y
SHEET 2 OF 2 43908-TSH652AT REV. A

4. 43908-3005
SHAFT INFORMATION
TUBE NO. MATERIAL LENGTH THICKNESS TOP DIA BOTTOM DIA TAPER IN./FT. TOP DIA BOTTOM DIA TAPER IN./FT.
(PT-PT) (PT-PT) (PT-PT) (FL-FL) (FL-FL) (FL-FL)
43908-4006 265-ASTM A871 Gr65 37'-0"[11278] 3/16" 15 5/16"[389] 19 15/16"[506] 0.12500 14 25/32"[375] 19 1/4"[489] 0.12074
90°
LONG SEAM WELD
A A g
0"[0] 180° o°
2 3
i
6
i
270°
PLAN VIEW
1
SADDLE BRACKET NOT SHOWN FOR CLARITY
15 5/16"f1/8"
[389f3]
4
��- -10'-0"±1/4"[3048f6] (fg n rrl
B B ° - " CL
��
3D 3 POLE AND
EDGE OF VANG
o I q i
\ .6_ % 6
i
VIEW A-A SECTION B-B
APPROXIMATE 15 5/16"t1/8"
CENTER OF GRAVITY
SEE SPECNOTE [389f3]
17-3 1/4"[5264] 12
i I
9
3 POLE AND
EDGE OF VANG
00'
— -H
o 6
Fq u
N
SECTION C-C
FEMALE SLIPJOINT DATA
SLIPJOINT LAP 12 SIDED FEMALE END DIA.
O.D. PT-PT PERIMETER
TOP 19.58" 497 60 5 8" 1540
2 9 [838] BOTTOM 19.92"[5061 61 11 16"r15671
5
A INITIAL RELEASE SMI/06-20-23
32'-0"[9754] REF
- REV DESCRIPTION DRFT/DATE
@(0 19.30"),PT-PT PROJECT: L902 MAINTENANCE
CUSTOMER: IDAHO POWER COMPANY C C
CUSTOMER P.O.NO:
JOB NO: 43908
3 DRAWN/DATE: MS 06/20/2023
34'-3"[10439] CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
7 THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES I.I.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
35'-6"[10820] THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
I 6 36'-9"[11201] COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.37'-0"[11278] MEYER
3 �
Q
UTILITY STRUCTURES
SHAFT ASSEMBLY, 37'-0" LONG
PTOP
Y
ut
Q
SHEET 1 OF 2 43908-3005 REV. A o

PARTS AND ASSEMBLIES LIST
ITEM NO. PART NUMBER QTY. DESCRIPTION MATERIAL DIMENSION MATERIAL GRADE WT.EACH EXTD.WT.
1 43908-4006 1 TOWER PLATE TUBE 0.19 X 47.06 X 444.00 X 61.38 265-ASTM A871 Gr65 1298.53 1298.53
2 43908-502 1 SADDLE BRACKET 0.75 X 19.25 X 41.66 265-ASTM A871 Gr65 170.13 170.13
3 74547AM 4 JACKING NUT, 1"DIA. ASTM A-563 GRADE C3 0.43 1.72
4 43908-306 1 THROUGH VANG 0.75 X 6.00 X 27.50 265-ASTM A871 Gr65 34.88 34.88
5 43908-308 1 THROUGH VANG 0.75 X 6.00 X 28.75 265-ASTM A871 Gr65 36.47 36.47
6 73515AM 2 SS NUT, 1/2"DIA. ASTM A-194 GRADE 8 0.07 0.14
7 78414 1 ID TAG,A-588 WEATHERING 74905,0.25 X 3.00 ASTM A-588 0.85000002 0.85
TOTAL MODEL WEIGHT 1542.72
TOTAL FINISHED WEIGHT 1550.00
HARDWARE LOCATION AND ORIENTATION
EL. LOCATION FROM TOP 12-1 1-2 2-3 3-4 4-5 5-6 6-7 7-8 1 8-9 1 9-10 10-11 11-12 DESCRIPTION/SECTION/COMMENT ITEM NO PART NUMBER QTY
1 0"[0] SADDLE BRACKET/VIEW A-A 2 43908-502 1
2 10'-0"[3048] THROUGH VANG/SECTION B-B 4 43908-306 1
3 17-3 1/4"[5264] APPROX.CENTER OF GRAVITY WELD - 1
4 32'-0"[9754] THROUGH VANG/SECTION C-C 5 43908-308 1
5 34'-3"[10439] 1 1 JACKING NUT,1"DIA. 3 74547AM 2
6 34'-3"[10439] BOTTOM SLIP JOINT LENGTH 33" - 1
7 35'-6"[10820] 1 ID TAG,A-588 WEATHERING 7 78414 1
8 36'-9"[11201] 1 1 SS NUT,1/2"DIA. 6 73515AM 2
9 36'-9"[11201] 1 1 JACKING NUT,1"DIA. 3 74547AM 2
10 37'-0"[11278] TOWER PLATE TUBE 1 43908-4006 1 1
5"
[127]
2 1/2 (4)1/4"X 1/4"BEVEL
[64] ON THE EXPANDING
SIDE OF THE PLATE LOC.
(4)BISEL DE 1/4"Xl/4" 3/4"PL. DIM. 1 1/8"HOLE
EN LA ORILLA EXTERIOR
DEL DOBLEZ DE LA PLACA ih
i
BEND LINE [761
27 1/2"
BEVEL DETAIL [699]
43908-306
0.75 X 6.00 X 27.50
265-ASTM A871 Gr65
2 1/2" 34.88 LBS
[64]
TYP BEVEL DETAIL
28 3/4"
I [730]
00^v I 3„
Lo N I I 76 LOC.
0)
O coDIM.
O �
(2) 01 3/4"HOLES I I ih`�°
I I - - - ip LNn
3/4"PL.
11 31/32"
[304] 4„ 0 1 1/8"HOLE 3/4"PL.
29 11/16" [102]
[754] 3/8" 43908-308
41 21/32" _ [10] 0.75 X 6.00 X 28.75
[1058] 265 ASTM A871 Gr65
-+- 36.47 LBS
00
FLAT VIEW OF 43908-502 POLE NO. 0L LOC.
ASSY NO. DIM.
JOB#REL-***
***-PLANT CODE
+1/4" 1/4"F.B.
17 3/4"_0" A INITIAL RELEASE SMI/06-20-23
+6 78414 REV DESCRIPTION DRFT/DATE
451 0 74905,0.25 X 3.00 PROJECT: L902 MAINTENANCE
ASTM A-588 CUSTOMER: IDAHO POWER COMPANY
0.85 LBS CUSTOMER P.O.NO:
3/4"PL. Rl 1/4" _ JOB NO: 43908
[32] DRAWN/DATE: MS 06/20/2023
TYP CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
43908-502 MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
0.75 X
65-ASTM A871 1.65 MEYER
265-ASTM A871 Gr65
170.13 LBS
is
"I
UTILITY STRUCTURES
SHAFT ASSEMBLY, 371-0" LONG
PTO P
Y
0
SHEET 2 OF 2 43908-3005 REu. A

5. 43908-3009
SHAFT INFORMATION
TUBE NO. MATERIAL LENGTH THICKNESS TOP DIA BOTTOM DIA TAPER IN./FT. TOP DIA BOTTOM DIA TAPER IN./FT.
(PT-PT) (PT-PT) (PT-PT) (FL-FL) (FL-FL) (FL-FL)
43908-4013 265-ASTM A871 Gr65 29'-10 3/4"[9112] 3/16" 19 3/32"[485] 22 27/32"[580] 0.12500 18 7/16"[469] 22 1/16"[560] 0.12074
43908-4014 265-ASTM A871 Gr65 4'-10"[1473] 3/16" 22 1/32"[560] 22 21/32"[575] 0.12500 21 9/32"[541] 21 7/8"[555] 0.12074
90°
3/8"[10]
TOP OF SEALER PLATE 3 12
LONG SEAM WELD
(43908-4013 &43908-4014)
9
180° + 0°
7
3
SHAFT ALIGNMENT WELD LONG SEAM WELD
3'-9"[1143] SEE SPECNOTE (43908-4014)
6
4'-0 [1219] 5
"
270°
PLAN VIEW
5
r12 3"MIN
[76 MIN]
6 TYP
i
10'-0"[3048] _ -0 9
@(0 20.35"),PT-PT
A A 3
i
6
i
1 SECTION A-A
APPROXIMATE
CENTER OF GRAVITY
SEE SPECNOTE
16-4 1/2"[4991]
CG 8
16-4 3/4"[4997]
18'-10 3/4"[5759]
19'-4 3/4"[5912] 7
TOP OF GROUND SLEEVE
MALE SLIPJOINT DATA
MALE END DIA.
SLIPJOINT LAP 12 SIDED
O.D. PT-PT PERIMETER
2"[51]HORIZONTAL TOP 19.10"[4851 59 3/16"r15031
WELD BEAD 2-9 [838] BOTTOM 19.44"r4941 60 5 16"r15321
GROUND LINE
i
2
w
o0
O
gu
Ln w wa
M, vI
�w
In
A INITIAL RELEASE KLB/06-22-23
REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: KLB 06/22/2023
CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
METER
29' 103/4"[9112] UTILITY STRUCTURES
4 SHAFT ASSEMBLY, 29'-10 3/4" LONG
PBAS
Y
K
Y
SHEET 1 OF 2 43908-3009 REV. A

Page#10
PARTS AND ASSEMBLIES LIST
ITEM NO. PART NUMBER QTY. DESCRIPTION MATERIAL DIMENSION MATERIAL GRADE WT.EACH EXTD.WT.
1 43908-4013 1 TOWER PLATE TUBE 0.19 X 58.81 X 358.75 X 70.44 265-ASTM A871 Gr65 1228.31 1228.31
2 43908-4014 1 GROUND SLEEVE (2)0.19 X 33.94 X 58.00 X 34.88 265-ASTM A871 Gr65 211.72 211.72
3 S3WR0185 1 SEALER PLATE,3/16"THK X 18 5/8"DIA 0.19 X 18.63 X 18.63 160-ASTM A871 Gr60 13.78 13.78
4 B42DO240 1 BEARING PLATE, 1/4"THK X 24"DIA 0.25 X 24.00 X 24.00 265-ASTM A871 Gr65 32.07 32.07
5 74547AM 4 JACKING NUT, 1"DIA. ASTM A-563 GRADE C3 0.43 1.72
6 43908-313 1 LIFTING VANG 0.75 X 4.00 X 28.75 265-ASTM A871 Gr65 22.48 22.48
7 73515AM 6 SS NUT,1/2"DIA. - ASTM A-194 GRADE 8 0.07 0.42
8 43908-1401 2 NAME PLATE 74478,0.25 X 5.00 ASTM A-588 1.77 3.54
9 MCLADBR - MEYER CLAD-BROWN 0
TOTAL MODEL WEIGHT 1514.04
TOTAL FINISHED WEIGHT 1520.00
HARDWARE LOCATION AND ORIENTATION
EL. LOCATION FROM TOP 12-1 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-9 9-10 10-11 11-12 DESCRIPTION/SECTION/COMMENT ITEM NO PART NUMBER QTY
1 3/8"[10] SEALER PLATE,3/16"THK X 18 5/8"DIA 3 S3WR0185 1
2 2'-9"[838] TOP SLIP JOINT LENGTH 33" 1
3 T-9"[1143] 1 1 SS NUT,1/2"DIA. 7 73515AM 2
4 4'-0"[1219] 1 1 JACKING NUT,1"DIA. 5 74547AM 2
5 4'-0"[1219] 1 SHAFT ALIGNMENT WELD 1
6 6'-6"[1981] 1 1 JACKING NUT,1"DIA. 5 74547AM 2
7 10'-0"[3048] 0 DEG ON FLAT 2-3 LIFTING VANG/SECTION A-A 6 43908-313 1
8 16-4 1/2"[4991] APPROX.CENTER OF GRAVITY WELD - 1
9 16-4 3/4"[4997] 1 1 NAME PLATE 8 43908-1401 2
10 18'-10 3/4"[5759] 1 1 1 1 SS NUT,1/2"DIA. 7 73515AM 4
11 19'-4 3/4"[5912] TOP OF GROUND SLEEVE 2 43908-4014 1
12 21'-4 3/4"[6521] GROUND LINE - -
13 21'-4 3/4"[6521] 1 2"WELD BEAD 1
14 29'-10 3/4"[9112] TOWER PLATE TUBE 1 43908 4013 1
15 29'-10 3/4"[9112] BEARING PLATE,1/4"THK X 24"DIA 4 B42DO240 1
5"
(2) 0 1 1/8"HOLES [127]
^I N LOC.i if
DIM. 3/4"PL, RI 1/2"
[381 LOC.
^' TYP DIM.
N 77
- � N
.ti
2 1/2"
[64]
TYP 25 3/4"
654
1/4"F.B.
28 3/4"
[730] 43908-1401
REF
74478,0.25 X 5.00
43908-313 ASTM A-588
0.75 X 4.00 X 28.75 1.77 LBS
265-ASTM A871 Gr65
22.48 LBS
A INITIAL RELEASE KLB/06-22-23
REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: KLB 06/22/2023
CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
METER
a
UTILITY STRUCTURES
SHAFT ASSEMBLY, 29'-10 3/4" LONG
PBAS
Y
K
Y
SHEET 2 OF 2 43908-3009 REV. A

6. 43908-7602
SHAFT INFORMATION
TUBE NO. MATERIAL LENGTH THICKNESS TOP DIA BOTTOM DIA TAPER IN./FT. TOP DIA BOTTOM DIA TAPER IN./FT.
(PT-PT) (PT-PT) (PT-PT) (FL-FL) (FL-FL) (FL-FL)
43908-4002 265-ASTM A871 Gr65 44'-2 1/2"[13475] 3/16" 15 5/16"[389] 15 5/16"[389] 0.00000 14 25/32"[375] 14 25/32"[375] 0.00000
90'
2
LONG SEAM WEL
•%= 12���
° [°] A A 0
5"[127] 9 �I
@(015.30"),PT-PT 180° 0
1l 3 D
V-6"[457] 5 0 "
o
/r
�6 �o
7
i
270'
PLAN VIEW
3" 2"
[76] [51]
REF
i 12
4
r �
rr ��
n n 9 I
3 �
11'-11/4"[3385] _ ° II 3n
@(015.30"),PT-PT 0 0
o ri
B B
E \\6 - E
- - - - - - - - - - - - - - - - - �
VIEW A-A
1
APPROXIMATE
22'-1 1/8"[6734] CENTER OF GRAVITY
CG SEE SPECNOTE M 6"
D�
* [152]
22'-1 1/4"[6737] .
@(015.30"),PT-PT C C N 'pi VIEW E-E
i
11 1/16"f 1/8"
N M a [281f3]
6 ✓�
12
i
9
3
i
6 5 1/8"
[130]
TYp REF
1/4
33' 1 1/4"[10090] REF 09 USE ROUND STOCK OR FILLET WELD
FOR AREA BETWEEN SIDE PLATE AND POLE.
@(0 15.30"),PT-PT ° SEAL WELD
TYP 2 PLACES
SECTION B-B
A INITIAL RELEASE SMI/06-20-23
REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: MS 06/20/2023
CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES I.I.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
40 9 .30"[,PT-PT
] 5 MEYER
i:
44'2 1/2°[13475]:��
UTILITY STRUCTURES
D D 2 CROSS ARM ASSEMBLY, 44'-2 1/2" LONG
XARM
Y
ut
Q
REV 0
SHEET 1 OF 3 43908-7602 . A

PARTS AND ASSEMBLIES LIST
ITEM NO. PART NUMBER QTY. DESCRIPTION MATERIAL DIMENSION MATERIAL GRADE WT.EACH EXTD.WT.
1 43908-4002 1 TOWER PLATE TUBE 0.19 X 47.06 X 530.50 X 47.06 265-ASTM A871 Gr65 1355.32 1355.32
2 43908-7203 2 ARM END PLATE 0.75 X 17.00 X 21.06 265-ASTM A871 Gr65 58.66 117.32
43908-2004 2 WRAP ASSEMBLY 64.14
3 43908-604 2 SIDEPLATE 0.75 X 9.00 X 15.50 265-ASTM A871 Gr65 27.48 128.28
43908-804 2 GUSSET 0.38 X 5.66 X 9.25 265-ASTM A871 Gr65 4.59
4 43908-1302 2 THROUGH PIPE 75378,2.500 OD X 0.375 WALL ASTM A-618 GR.1B OR A-423 GR.1 12.42 24.84
5 43908-7304 2 THROUGH VANG 0.75 X 10.00 X 23.25 265-ASTM A871 Gr65 43.22 86.44
6 43908-7305 1 THROUGH VANG 0.75 X 10.00 X 23.25 265-ASTM A871 Gr65 43.03 43.03
7 1 78414 1 ID TAG,A-588 WEATHERING 74905,0.25 X 3.00 ASTM A-588 0.85000002 0.85
TOTAL MODEL WEIGHT 1756.08
TOTAL FINISHED WEIGHT 1770.00
HARDWARE LOCATION AND ORIENTATION
EL. LOCATION FROM TOP 12-1 1-2 2-3 3-4 4-5 1 5-6 1 6-7 1 7-8 8-9 1 9-10 10-11 11-12 DESCRIPTION/SECTION/COMMENT ITEM NO PART NUMBER QTY
1 0"[0] ARM END PLATE/VIEW A-A 2 43908-7203 1
2 5"[127] 180 DEG ON FLAT 8-9 THROUGH VANG/VIEW A-A 5 43908-7304 1
3 V-6"[457] 1 1 1 1 1 1 ID TAG,A-588 WEATHERING 7 78414 1
4 11'-1 1/4"[3385] 90 DEG ON FLAT 11-12 THROUGH PIPE/SECTION B-B 4 43908-1302 1
5 11'-1 1/4"[3385] 1 WRAP ASSEMBLY/SECTION B-B 3 43908-2004 1
6 22'-1 1/8"[6734] APPROX.CENTER OF GRAVITY WELD - 1
7 22'-1 1/4"[6737] 180 DEG ON FLAT 8-9 THROUGH VANG/SECTION C-C 6 43908-7305 1
8 33'-1 1/4"[10090] 90 DEG ON FLAT 11-12 THROUGH PIPE/SECTION B-B 4 43908-1302 1
9 33'-1 1/4"[10090] 1 1 1 1 1 WRAP ASSEMBLY/SECTION B-B 3 43908-2004 1
10 43'-9 1/2"[13348] 180 DEG ON FLAT 8-9 THROUGH VANG/SECTION D-D 5 43908-7304 1
11 44'-2 1/2"[13475] TOWER PLATE TUBE 1 43908-4002 1
12 44'-2 1/2"[13475] ARM END PLATE/SECTION D-D 2 43908-7203 1
2"
3" [52]
[76] REF
12
12
6"
[152]
7 g M `�° 9
7 3 3
O
6 6
F F
t- - - - - - - - - - - -
SECTION C-C - - - �
SECTION D-D
6"
[152]
VIEW F-F
A INITIAL RELEASE SMI/06-20-23
REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: MS 06/20/2023
CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
METER
is
"I
UTILITY STRUCTURESlm
CROSS ARM ASSEMBLY, 44'-2 1/2" LONG
XARM
Y
SHEET 2 OF 3 43908-7602 REV. A o

0 17" 4"
[432] [102]
6" 2"
[152] 3/8" [51]
3„ 00 [10] LOC.
DIM.
POLE NO. 2 1/2" O.D. X .375 WALL
ASSY NO. M LOC. ROUND TUBING
JOB#REL-*** DIM.
M N ***-PLANT CODE ------------------
IL 00`- 1/4"F.B.
LU
Zo Zo 78414 171/2"±0/$„
N 74905,0.25 X 3.00 445 0
nI Ln ; ASTM A-588 -3
3/4"PL. 0.85 LBS 43908-1302
75378,2.500 OD X 0.375 WALL
ASTM A-618 GR.16 OR A-423 GR.1
12.42 LBS
3" (2) 01 1/16"HOLES
R1[32]1/4" [76] WITH 1/8"[31 X 45°
TYP
CHAM.BOTH SIDES
TYP 6" 23 1/4"
[1521 [591]
43908-7203 REF
0.75 X 17.00 X 21.06 22
265-ASTM A871 Gr65 559
58.66 LBS Rl 1/4" LOC.
[321 DIM.
N N
01 1/16"HOLE - - �
o Ln
�N
WITH 1/8"[31 X 45°
43908-604 CHAM. BOTH SIDES
w o a 5 1/2°
r 140 3/4"PL.
43908-7304
rn O 0.75 X 10.00 X 23.25
o
M .0 N 265-ASTM A871 Gr65
�u
.� 00 43.22 LBS
TYP
3/16 3/8 23 1/4"
43908-604 [591]
REF
22"
559
43908-804 LOC.
DIM.
v 0 LOC. R1 1/4"
,I DIM. [321 v
v u LLL
o Ln
I rV
F�l
0 In N
01 1/16"HOLE
WITH 1/8"[31 X 45°
43908 804 CHAM.BOTH SIDES [140] 3/4"PL.
43908-2004
WRAP ASSEMBLY 43908-7305
64.14 LBS 0.75 X 10.00 X 23.25
265-ASTM A871 Gr65
43.03 LBS
RI 5/8" -
00 Lo a^o [41] M M
N Ln LJ '~u TYP
03 1/4"HOLE
2 1/32" CUT/DRILL AFTER FORMING
N [127]
[52] 3/4"PL. 1 7/16" °i u 3/8"PL. MOON,
[37] 11 3 7/16"
N [87]
rn , _EC a 4 25/32"
[121]
(2) 0 1 1/8"HOLES 5 21/32'
3 27/32" [144]
[98]
43908-804 A INITIAL RELEASE SMI/06-20-23
11 3/8" 0.38 X 5.66 X 9.25 REV DESCRIPTION DRFT/DATE
[289] 265-ASTM A871 Gr65 PROJECT: L902 MAINTENANCE
4.59 LBS CUSTOMER: IDAHO POWER COMPANY
15 1/2" CUSTOMER P.O.NO:
[394] JOB NO: 43908
DRAWN/DATE: MS 06/20/2023
FLAT PATTERN 43908-604 CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
RI 1/4" 30'0' MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
[32] COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
TYP MEYER
is
a
3/4"PL. 30°0' UTILITY STRUCTURESlm
43908-604 CROSS ARM ASSEMBLY, 44'-2 1/2" LONG
0.75 X 9.00 X 15.50 XARM
265-ASTM A871 Gr65
27.48 LBS PARTS DETAIL
SHEET 3 OF 3 43908-7602 IREv. A o

7. 43908-D
Page #1-,
PARTS AND ASSEMBLIES LIST
ITEM NO. PART NUMBER QTY. DESCRIPTION MATERIAL DIMENSION MATERIAL GRADE WT.EACH EXTD.WT.
1 43908-7004 1 ARM SHANK 0.19 X 20.75 X 75.00 X 20.75 265-ASTM A871 Gr65 77.52 77.52
2 43908-7101 1 ARM BRACKET 0.75 X 9.00 X 18.47 265-ASTM A871 Gr65 34.56 34.56
3 43908-7202 1 ARM END PLATE 0.75 X 8.50 X 14.00 265-ASTM A871 Gr65 22.99 22.99
4 43908-7303 1 THROUGH VANG 0.75 X 5.00 X 22.00 265-ASTM A871 Gr65 18.63 18.63
5 78501AM 2 SS GROUND PAD 2-HOLE 70581AM,0.50 X 2.00 STAINLESS STEEL TYPE 316 1.09 2.18
6 78414 1 ID TAG,A-588 WEATHERING 74905,0.25 X 3.00 ASTM A-588 0.85000002 0.85
TOTAL MODEL WEIGHT 156.73
TOTAL FINISHED WEIGHT 160.00
ARM INFORMATION
ARM NO. HORIZONTAL THICKNESS DIAMETER DIAMETER TAPER
TUBE LENGTH (PT-PT) (FL-FL) IN./FT.
43908-D 5'-3"[1600] 3/16" 7[178] 6 15/32"[164] 0.00000
3"
C [76]
I
4 I
II
z .. O I I
(L FLATS 1-2,5-6 5 N I i i LL
0 0 ou I i i ��iY
7 1 1 8 M
o -
- - -- 3
0 - -_ _ _--_- - - I I+I
II
II I I II
1 0 p
p
CL FLAT 6-7 6
I
I
00 w
M �
II
Y C
VIEW C-C VIEW B-B
LONG SEAM WELD
I
-i i
7 8-i i
2'-8 1/2" APPROXIMATE F
[825] CENTER OF GRAVITY - -
SEE SPECNOTE
i I
_ I
T-4 1/2"REF
[1638]
SECTION A-A
6"
[152] B♦,
I
O
I
I
I
I
62'27'
/ I
I
/ O �^
� M
Op/ W/ 2 1/2" u B♦J
V-0" [64]
[305]
A / A INITIAL RELEASE KLB/06-23-23
/ REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
O CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: KLB 06/23/2023
O CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
A THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
5'-3"
[1600] MEYER
is
"I
UTILITY STRUCTURESLn
ARM ASSEMBLY, 5'-3" LONG
Y
SHEET 1 OF 2 43908-D REu. A o

Page#15
5"
[127] 5"
127
2 1/2 (4)1/4"X 1/4"BEVEL 2 1/2"
[64] ON THE EXPANDING [64]
SIDE OF THE PLATE
(4)BISEL DE 1/4"X1/4"
EN LA ORILLA EXTERIOR
DEL DOBLEZ DE LA PLACA
�01
- N
\ / LL
W
BEND LINE
LOC
.--I N Ln
BEVEL DETAIL M• \m N
�m
I M
3/4"PL.
(2) 01 1/16"HOLES Rl 1/4"
WITH 1/8"[31 X 45- [321
1 9/16" CHAM. BOTH SIDES P
BEVEL [40]
DETAIL 3/4"PL. TYP 43908-7303
0.75 X 5.00 X 22.00
O 265-ASTM A871 Gr65
18.63 LBS
N O I
N I I
0 (2) 05/8"MFG HOLES
23/32" (4) 01 1/8"HOLES
[120]
13 3/4" 4"
[349] [102]
18 15/32" 2
[469] 3/8„ [51]
OD^o LOC.
FLAT VIEW OF 43908-7101 Mu [10]
M, DIM.
POLE NO.
ASSY NO. M
9 1/16"+03/16" u JOB#REL***
230+5 *** PLANT CODE
0 1/4"F.B.
Rl 1/4" 78414
[32] M 74905,0.25 X 3.00
TYP ASTM A-588
0.85 LBS
3/4"PL.
43908-7101
0.75 X 9.00 X 18.47
265-ASTM A871 Gr65
34.56 LBS
4 1/2"
2 1/4" [114]
[57]
I I
� I
bo r..
rn
�u
+ 3/4"PL.
v `Ln w
,may CO
,y (2) 01 1/16"HOLES
if M WITH 1/8"[31 X 45`
CHAM.BOTH SIDES
3" Rl 1/4"
[76] 21 A INITIAL RELEASE KLB/06-23-23
TYP 6 REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
[1521 CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
8 1/2 JOB NO: 43908
[216] DRAWN/DATE: KLB 06/23/2023
REF CHECKED/DATE: GLB 06/27/2023
ENGINEER: RANDALL PERKINS
43908-7202 THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
0.75 X 8.50 X 14.00 THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
265-ASTM A871 Gr65 MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
22.99 LBS
METER
is
"I
UTILITY STRUCTURES Ln
ARM ASSEMBLY, 5'-3" LONG
PARTS DETAIL
SHEET 2 OF 2 43908—D REV. A o

8. 43908-TSH701AT
STRUCTURE INFORMATION
BILLABLE POLE NO HGT.ABOVE GRIND. TOP DIA. GRIND.LINE DIA. TAPER IN./FT. TOP DIA. GRND. LINE DIA. TAPER IN./FT.
LINE PT-PT PT-PT PT-PT FL-FL FL-FL FL-FL
43908-TSH701AT SEE INDEX 60'-2 1/4"[183451 14 9/32"[363] 21 11/32"[542] 0.12500 13 13/16"[351] 20 19/32"[523] 0.12074
7-6" 3'-6" 11'-0" 11'-0" 3'-6" 7'-6"
[2286] [1067] [3353] [3353] 1 [1067] [2286]
9 10 SS GROUND Ln
PAD 2-HOLE
ko
I rn 4
7 g 4
—Li0
3
I I
o
0
I I
10 11
•
I I
6
I I
(M 0)
M
O �
O
n
N I 10 12
I I
77
O Lo
N
00 I I
�u
o
O M \OD -
O OD -
n N NC:) I I
�o I I I I
I I I I
A Ln
I A�
M
I I
LIFTING VANG
I I
2 2
NAME PLATE—,-- I I 12'-0"
[3658]
0 o MEYERCLAD
4'-10"
SS NUT, 1/2"DIA. [1473]
Ln
D N GROUND
^' GROUND LINE SLEEVE
I-1 I I—III-1 I I-1 I I—III-1 I I-1 I I-1 I I I-1 I I-1 I I-1 I I-1 I I-1 I I—III-1 I I-1 I I
III—III—III—III III III=III=III III—III—III—III III—III—III—I I I
III—III—III—II —III—III—III— III—III—III—II —III—III—III-
-I I—I I—I I I III III=III=1 —III—III—III I III=III—III=1
I—III—III—II —III_III—II I-1II-1II-1I —III—III—II
II—III—III III III—III — — III=III—III
PROJECT: L902 MAINTENANCE
M — ......'.-. —
Q CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: KLB 06/16/2023
CHECKED/DATE: GLB 06/21/2023
ENGINEER: j RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES I.I.C.
22'-0" THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
_ [6706] I THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
L R MEYER
UTILITY STRUCTURES
70'-0" 230KV 00-10 S.C. TANGENT TSH H-FRAME
WEATHERING - TSH LOADING TABLE 1
A INITIAL RELEASE KDRFT/16.23 SHEET 1 OF 2 43908-TSH701AT REV. A m
REV DESCRIPTION DRFT/DATE

PARTS AND ASSEMBLIES LIST
ITEM NO. PART NUMBER QTY. DESCRIPTION ADDITIONAL DESCRIPTION MATERIAL GRADE WT.EACH EXTD.WT.
1 43908-3003 2 SHAFT ASSEMBLY,37-3/4"LONG POLE-TOP 037.06 014.3 018.9 000 1460.00 2920.00
2 43908-3010 2 SHAFT ASSEMBLY,34'-9 1/2"LONG POLE-BASE 034.79 018.1 022.5 000 1670.00 3340.00
3 43908-7601 1 CROSS ARM ASSEMBLY,44'-2 1/2"LONG CROSS ARM 044.21 014.3 014.3 000 1610.00 1610.00
4 43908-B 2 ARM ASSEMBLY,T-3 15/16"LONG ARM 8-SIDED 160.00 320.00
5 43908-3201 4 SLIPJOINT KEEPER ASSY 20.00 80.00
6 1 43908-1601 2 ANGLE CROSS BRACE 77577,0.50 X 5.00 ASTM A-588 476.74 953.48
7 75231AM 2 BOLT, 1 1/2"DIA.x 21" ASTM A-354 GRADE BC GALV 11.90 23.80
8 74079AM 2 ANCO LOCKNUT,1 1/2"DIA. ASTM A-563 GRADE DH 1.31 2.62
9 76446AM 4 BOLT, 1"DIA.x 12 1/2" ASTM A-354 GRADE BC GALV 3.15 12.60
10 74071AM 9 ANCO LOCKNUT, 1"DIA. ASTM A-563 GRADE DH 0.41 3.69
11 76452AM 4 BOLT,1"DIA.X 3 1/4" ASTM A-354 GRADE BC GALV 1.04 4.16
12 76562AM 1 BOLT,1"DIA.x 3" ASTM A-354 GRADE BC GALV 1.10 1.10
TOTAL STRUCTURE FINISHED WEIGHT 9280.00
5"
[127]
LINE LINE LINE
a 00 o
3/8"
[10] 12 6
MEYER 9 r3
70'-0" 3 9
POLE NO. 7�1
MM/YYYY 6 1z
ASSY NO. LINE LINE LINE
JOB#REL-***
*** PLANT
POLE ORIENTATION
1/4"F.B.
CODE
NAME PLATE
43908-1401
3"
[76]
1 1/2"
[38]
N u
-- -1- ID TAG,A-588
76949AM 1 1 1 WEATHERING
1 1/8"HOLE ° ° N.S.L LEG
F.S.R LEG
[813] II
@ 100%SLIP JOINT LAP II I 1
2'-5"[737]MIN.
T-1"[940]MAX. SS NUT,
SJK1501 II II 1/2"DIA. N
u u u n
N 00
1/2"PL.
SHAFT n u u u o o
n n u u
ALIGNMENT
WELD
N.S. L LEG 1 1
76949AM F.S. R LEG u t 1 SS NUT,
1/2"DIA.
5 5
DETAIL A
INSTALL BOLT AFTER SLIPJOINT
LOCKING PLATE HAS BEEN
FIELD DRILLED
43908-3201
SLIPJOINT KEEPER ASSY
12.32 LBS
29'-10 5/16"+1 2
3"+0 4" [9101+0131 A INITIAL RELEASE KLB/06-16-23
[ +6 J REV DESCRIPTION DRFT/DATE
76 0] 29'-4 5/16"±1/8" PROJECT: L902 MAINTENANCE
TYp [8949t3] CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
14'-8 5/32"f 1/8" JOB NO: 43908
[4474±31 DRAWN/DATE: KLB 06/16/2023
CHECKED/DATE: GLB 06/21/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
.may I 1 1 1 THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
N u I I I , ^ THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
\ \ \ \ En N MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
I I I I u COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
I I I I
(3) 01 1/8"HOLES 77577, 1/2"X 5"X 5"ANGLE MEYER
„
f
a
43908-1601 UTILITY STRUCTURES
77577,0.50 x 5.00 70'-0" 230KV 00-10 S.C. TANGENT TSH H-FRAME
ASTM A-588
476.75 LBS WEATHERING - TSH LOADING TABLE 1
Y
K
Y
SHEET 2 OF 2 43908-TSH701AT REV. A

9. 43908-3003
SHAFT INFORMATION
TUBE NO. MATERIAL LENGTH THICKNESS TOP DIA BOTTOM DIA TAPER IN./FT. TOP DIA BOTTOM DIA TAPER IN./FT.
(PT—PT) (PT—PT) (PT—PT) (FL—FL) (FL—FL) (FL—FL)
43908-4003 265—ASTM A871 Gr65 371-3/4"[11297] 3/16" 14 9/32"[363] 18 15/16"[481] 0.12500 13 13/16"[351] 18 9/32"[464] 0.12074
A A
12
0"[0] 2 LONG SEAM WELD
9
180° 0°
3
6
i
1 270°
PLAN VIEW
SADDLE BRACKET NOT SHOWN FOR CLARITY
15 5/16"±1/8"
[390f3]
10'-0"±1/4"[3048f6]
44 --
@(0 15.54"),PT—PT
B B ff9 11 9
_ - �L
Il� 3) 3 POLE AND
% EDGE OF VANG
6
VIEW A-A SECTION B-B
APPROXIMATE
CENTER OF GRAVITY
SEE SPECNOTE
17'-4 1/2"[5297] 19
1 15 5/16"±1/8"
[390f3]
12
�M
=
N,�. 9
N
3 POLE AND
EDGE OF VANG
6
i
SECTION C-C
FEMALE SLIPJOINT DATA
FEMALE END DIA.
SLIPJOINT LAP 12 SIDED
O.D. PT—PT PERIMETER
TOP 18.59" 472 57 9 16,, 1462
2'-8"[813] EBOTTOM 18.92" 4811 58 5 8"r14891
5
32'-0"[9754] REF A INITIAL RELEASE KLB/06-16-23
REV DESCRIPTION DRFT/DATE
@(0 18.29"),PT—PT PROJECT: L902 MAINTENANCE
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
3 DRAWN/DATE: KLB 06/16/2023
34'-3 3/4"[10458] E CHECKED/DATE: GLB 06/21/2023
ENGINEER: I RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.7
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
35'-6 3/4"[10839] MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
36'-9 3/4"[11220] 6 M EY R
37—3/4"[11297] is
3 Q
UTILITY STRUCTURES
SHAFT ASSEMBLY, 37-3/4" LONG
PTO P
Y
0
SHEET 1 OF 2 43908-3003 REu. A

Page#19
PARTS AND ASSEMBLIES LIST
ITEM NO. PART NUMBER QTY. DESCRIPTION MATERIAL DIMENSION MATERIAL GRADE WT.EACH EXTD.WT.
1 43908-4003 1 TOWER PLATE TUBE 0.19 X 43.88 X 444.75 X 58.31 265-ASTM A871 Gr65 1218.64 1218.64
2 43908-501 1 SADDLE BRACKET 0.75 X 18.75 X 39.66 265-ASTM A871 Gr65 157.7 157.70
3 74547AM 4 JACKING NUT, 1"DIA. ASTM A-563 GRADE C3 0.43 1.72
4 43908-301 1 THROUGH VANG 0.75 X 6.00 X 27.00 265-ASTM A871 Gr65 34.24 34.24
5 43908-302 1 THROUGH VANG 0.75 X 6.00 X 28.25 265-ASTM A871 Gr65 35.84 35.84
6 73515AM 2 SS NUT, 1/2"DIA. - ASTM A-194 GRADE 8 0.07 0.14
7 78414 1 ID TAG,A-588 WEATHERING 74905,0.25 X 3.00 ASTM A-588 0.85000002 0.85
TOTAL MODEL WEIGHT 1449.13
TOTAL FINISHED WEIGHT 1460.00
HARDWARE LOCATION AND ORIENTATION
EL. LOCATION FROM TOP 12-1 1-2 2-3 3-4 4-5 5-6 6-7 7-8 1 8-9 1 9-10 10-11 11-12 DESCRIPTION/SECTION/COMMENT ITEM NO PART NUMBER QTY
1 0"[0] SADDLE BRACKET/VIEW A-A 2 43908-501 1
2 10'-0"[3048] THROUGH VANG/SECTION B-B 4 43908-301 1
3 17'-4 1/2"[5296] APPROX.CENTER OF GRAVITY WELD - 1
4 32'-0"[9754] THROUGH VANG/SECTION C-C 5 43908-302 1
5 34'-3 3/4"[10458] 1 1 JACKING NUT,1"DIA. 3 74547AM 2
6 34'-4 3/4"[10484] BOTTOM SLIP JOINT LENGTH 32" - 1
7 35'-6 3/4"[10839] 1 ID TAG,A-588 WEATHERING 7 78414 1
8 36-9 3/4"[11220] 1 1 SS NUT,1/2"DIA. 6 73515AM 2
9 36-9 3/4"[11220] 1 1 JACKING NUT,1"DIA. 3 74547AM 2
10 37'-3/4"[11297] TOWER PLATE TUBE 1 43908-4003 1
5"
[127]
3/4"PL. LOC. 0 1 1/8"HOLE
(4)1/4"X 1/4"BEVEL DIM.
[64] ON THE EXPANDING
SIDE OF THE PLATE
(4)BISEL DE 1/4"X1/4" ^'
Ln
EN LA ORILLA EXTERIOR _ o
M
DEL DOBLEZ DE LA PLACA
. u
3"
68
[68 76
-I- BEND LINE 6]
43908-301
BEVEL DETAIL 0.75 X 6.00 X 27.00
265-ASTM A871 Gr65
34.24 LBS
28 1/4"
2 1/2"[64] [718]
TYP BEVEL DETAIL 3"
76 LOC.
lifDIM.
I
M N I M n N
m'-' - - - t0 Lo
O M rl
wo W
7 M u
(2) 01 3/4"HOLES I
0 1 1/8"HOLE 3/4"PL.
I I
3/4"PL. 43908-302
11 15/32"
[292] 0.75 X 6.00 X 28.25
265-ASTM A871 Gr65
28 3/16" 35.84 LBS
[716]
39 21/32"
[1007]
FLAT VIEW OF 43908-501
16 3/4"+01/4"
425+0
3/4"PL. R1 1/4"
[32]
TYP =N
4„ A INITIAL RELEASE KLB/06-16-23
43908-501 [102] REV DESCRIPTION DRFT/DATE
0.75 X 18.75 X 39.66 3/8„ PROJECT: L902 MAINTENANCE
265-ASTM A871 Gr65 [10]�7 CUSTOMER: IDAHO POWER COMPANY
157.7 LBS c CUSTOMER P.O.N0:
JOB NO: 43908
DRAWN/DATE: KLB 06/16/2023
POLE NO. LOC. CHECKED/DATE: GLB 06/21/2023
ASSY NO. DIM. ^ ENGINEER: RANDALL PERKINS
JOB#REL-*** THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
*** PLANT CODE MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
1/4"F.B. COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
78414 MEYER
74905,0.25 X 3.00 "I
ASTM A 588 UTILITY STRUCTURES
0.85 LBS
SHAFT ASSEMBLY, 37-3/4" LONG
PTO P
Y
SHEET 2 OF 2 43908-3003 REV. A o

10. 43908-3010
SHAFT INFORMATION
TUBE NO. MATERIAL LENGTH THICKNESS TOP DIA BOTTOM DIA TAPER IN./FT. TOP DIA BOTTOM DIA TAPER IN./FT.
(PT-PT) (PT-PT) (PT-PT) (FL-FL) (FL-FL) (FL-FL)
43908-4015 265-ASTM A871 Gr65 34'-9 1/2"[10604] 3/16" 18 1/8"[460] 22 15/32"[570] 0.12500 17 1/2"[444] 21 11/16"[551] 0.12074
43908-4016 265-ASTM A871 Gr65 4'-10"[1473] 3/16" 21 19/32"[549] 22 3/16"[564] 0.12500 20 7/8"[530] 21 7/16"[545] 0.12074
90'
0"[0] -
3/8"[10]
TOP OF SEALER PLATE 3 12
LONG SEAM WELD
(43908-4015&43908-4016)
7 9
1800 + 0°
SHAFT ALIGNMENT WELD 3
3'-8"[1118] SEE SPECNOTE LONG SEAM WELD
3'-11"[1194] 5 6 (43908-4016)
i
270'
6'-5"[1956]
5 PLAN VIEW
12 3"MIN
[76 MIN]
6 TYP
i
11'-7"[3531] _ 9
A A 3
6
SECTION A-A
1
APPROXIMATE
CENTER OF GRAVITY
19'-1 3/4"[5836] SEE SPECNOTE
8
20'-9 1/2"[6337]
23'-3 1/2"[7099]
MALE SLIPIOINT DATA
23'-9 1/2"[7252] 7 SLIP]OINT LAP 12 SIDED MALE END DIA.
TOP OF GROUND SLEEVE O.D. PT-PT PERIMETER
TOP 18.11" 460 561 8" 1426
2'8"[813] BOTTOM 18.44"r4681 57 3/16"r14531
2"[51]HORIZONTAL
25'-9 1/2"[7861] WELD BEAD
GROUND LINE
2
i
w
0 �
O
gLnLn g u
i I iO w a
w w
A INITIAL RELEASE KLB/06-16-23
REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: KLB 06/16/2023
CHECKED/DATE: GLB 06/21/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
34'-9 1/2"[10605] MEYERa
UTILITY STRUCTURES
4 SHAFT ASSEMBLY, 34'-9 1/2" LONG
PBAS
Y
K
Y
SHEET 1 OF 2 43908-3010 REV. A

PARTS AND ASSEMBLIES LIST
ITEM NO. PART NUMBER QTY. DESCRIPTION MATERIAL DIMENSION MATERIAL GRADE WT.EACH EXTD.WT.
1 43908-4015 1 TOWER PLATE TUBE 0.19 X 55.75 X 417.50 X 69.25 265-ASTM A871 Gr65 1382.33 1382.33
2 43908-4016 1 GROUND SLEEVE (2)0.19 X 33.25 X 58.00 X 34.19 265-ASTM A871 Gr65 207.5 207.50
3 S3WR0175 1 SEALER PLATE,3/16"THK X 17 5/8"DIA 0.19 X 17.63 X 17.63 160-ASTM A871 Gr60 12.34 12.34
4 B42DO240 1 BEARING PLATE, 1/4"THK X 24"DIA 0.25 X 24.00 X 24.00 265-ASTM A871 Gr65 32.07 32.07
5 74547AM 4 JACKING NUT, 1"DIA. ASTM A-563 GRADE C3 0.43 1.72
6 43908-303 1 LIFTING VANG 0.75 X 4.00 X 28.00 265-ASTM A871 Gr65 21.85 21.85
7 73515AM 6 SS NUT,1/2"DIA. - ASTM A-194 GRADE 8 0.07 0.42
8 43908-1401 2 NAME PLATE 74478,0.25 X 5.00 ASTM A-588 1.77 3.54
9 MCLADBR - MEYER CLAD-BROWN 0
TOTAL MODEL WEIGHT 1661.77
TOTAL FINISHED WEIGHT 1670.00
HARDWARE LOCATION AND ORIENTATION
EL. LOCATION FROM TOP 12-1 1-2 2-3 3-4 4-5 5-6 6-7 7-8 1 8-9 9-10 10-11 11-12 DESCRIPTION/SECTION/COMMENT ITEM NO PART NUMBER QTY
1 3/8"[10] SEALER PLATE,3/16"THK X 17 5/8"DIA 3 S3WR0175 1
2 2'-8"[813] TOP SLIP JOINT LENGTH 32" 1
3 3'-8"[1118] 1 1 SS NUT,1/2"DIA. 7 73515AM 2
4 3'-11"[1194] 1 1 JACKING NUT,1"DIA. 5 74547AM 2
5 T-11"[1194] 1 SHAFT ALIGNMENT WELD 1
6 6'-5"[1956] 1 1 JACKING NUT,1"DIA. 5 74547AM 2
7 11'-7"[3531] 0 DEG ON FLAT 2-3 LIFTING VANG/SECTION A-A 6 43908-303 1
8 19'-1 3/4"[5836] APPROX.CENTER OF GRAVITY WELD - 1
9 20'-9 1/2"[6337] 1 1 NAME PLATE 8 43908-1401 2
10 23'-3 1/2"[7099] 1 1 1 1 SS NUT, 1/2"DIA. 7 73515AM 4
11 23'-9 1/2"[7252] TOP OF GROUND SLEEVE 2 43908-4016 1
12 25'-9 1/2"[7861] GROUND LINE - -
13 25'-9 1/2"[7861] 1 2"WELD BEAD 1
14 34'-9 1/2"[10604] TOWER PLATE TUBE 1 43908-4015 1
15 34'-9 1/2"[10604] BEARING PLATE, 1/4"THK X 24"DIA 4 B42DO240 1
(2) 01 1/8"HOLES 5
N LOC. [1271
11
DIM. 3/4"PL. Rl 1/2"
[38]
^I _ TYP LOC,
DIM.
2 1/2" _
[64]
TYP 25"
635
28"
[711] 1/4"F.B.
REF
43908-1401
43908-303 74478,0.25 X 5.00
0.75 X 4.00 X 28.00 ASTM A-588
265-ASTM A871 Gr65 1.77 LBS
21.85 LBS
A INITIAL RELEASE KLB/06-16-23
REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: KLB 06/16/2023
CHECKED/DATE: GLB 06/21/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
METER
a
UTILITY STRUCTURES
SHAFT ASSEMBLY, 34'-9 1/2" LONG
PBAS
Y
K
Y
SHEET 2 OF 2 43908-3010 REu. A

11. 43908-7601
SHAFT INFORMATION
TUBE NO. MATERIAL LENGTH THICKNESS TOP DIA BOTTOM DIA TAPER IN./FT. TOP DIA BOTTOM DIA TAPER IN./FT.
(PT-PT) (PT-PT) (PT-PT) (FL-FL) (FL-FL) (FL-FL)
43908-4001 265-ASTM A871 Gr65 44'-2 1/2"[13475] 3/16" 14 5/16"[363] 14 5/16"[363] 0.00000 13 13/16"[351] 13 13/16"[351] 0.00000
2
90'
A A LONG SEAM WELD 12•
5"[127] Q o/ %%
5
@(0 14.30"),PT-PT o
180' - - o°
7 Q o
6
I
270'
PLAN VIEW
2"
3" [51]
[76] REF
I 4
3 Mu (9
11'-1 1/4"[3385]
i ° e
@(0 14.30"),PT-PT ° Q �l 3�%
�i
o Yi
B B
E E
I
VIEW A-A
I
1
APPROXIMATE
22'-1 1/8"[6734] CENTER OF GRAVITY 6"
SEE SPECNOTE 152
cG co
*H VIEW E-E
- o
22' 1 1/4"[6737] ^I
@(0 14.30"),PT-PT C C
6 10 1/8"f 1/8"
N M a [257f3]
I
12
n
I 3
6 4 5/8"
[118]
4 TYP 1/4 REF
Lo
USE ROUND STOCK OR FILLET WELD
3FOR AREA BETWEEN SIDE PLATE AND POLE.
33'-1 1/4"[10090] REF SEAL WELD
@(014.30"),PT-PT I l ol TYP 2 PLACES
SECTION B-B
A INITIAL RELEASE KLB/06-15-23
REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: KLB 06/15/2023
CHECKED/DATE: GLB 06/21/2023
ENGINEER: RANDALL PERKINS
I THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
40 9.30"[,PT-PT
5 MEYER
44'z 1/2"[13475] UTILITY STRUCTURES in
D D CROSS ARM ASSEMBLY, 44'-2 1/2" LONG
0
z XARM
Y
C)
SHEET 1 OF 3 43908-7601 REu. A

Page#23
PARTS AND ASSEMBLIES LIST
ITEM NO. PART NUMBER QTY. DESCRIPTION MATERIAL DIMENSION MATERIAL GRADE WT.EACH EXTD.WT.
1 43908-4001 1 TOWER PLATE TUBE 0.19 X 43.94 X 530.50 X 43.94 265-ASTM A871 Gr65 1232.19 1232.19
2 43908-7201 2 ARM END PLATE 0.75 X 16.00 X 20.06 265-ASTM A871 Gr65 53.09 106.18
43908-2002 2 WRAP ASSEMBLY 58.3
3 43908-602 2 SIDEPLATE 0.75 X 9.00 X 14.25 265-ASTM A871 Gr65 25.09 116.60
43908-802 2 GUSSET 0.38 X 5.06 X 8.53 265-ASTM A871 Gr65 4.06
4 43908-1301 2 THROUGH PIPE 75378,2.500 OD X 0.375 WALL ASTM A-618 GR.1B OR A-423 GR.1 11.71 23.42
5 43908-7301 2 THROUGH VANG 0.75 X 10.00 X 22.25 265-ASTM A871 Gr65 41.09 82.18
6 43908-7302 1 THROUGH VANG 0.75 X 10.00 X 22.25 265-ASTM A871 Gr65 40.91 40.91
7 1 78414 1 1 ID TAG,A-588 WEATHERING 74905,0.25 X 3.00 ASTM A-588 0.85000002 0.85
TOTAL MODEL WEIGHT 1602.33
TOTAL FINISHED WEIGHT 1610.00
HARDWARE LOCATION AND ORIENTATION
EL. LOCATION FROM TOP 12-1 1-2 2-3 3-4 4-5 1 5-6 1 6-7 1 7-8 1 8-9 1 9-10 10-11 11-12 DESCRIPTION/SECTION/COMMENT ITEM NO PART NUMBER QTY
1 0"[0] ARM END PLATE/VIEW A-A 2 43908-7201 1
2 5"[127] 180 DEG ON FLAT 8-9 THROUGH VANG/VIEW A-A 5 43908-7301 1
3 1'-6"[457] 1 1 1 1 1 1 1 ID TAG,A-588 WEATHERING 7 78414 1
4 11'-1 1/4"[3385] 90 DEG ON FLAT 11-12 THROUGH PIPE/SECTION B-B 4 43908-1301 1
5 11'-1 1/4"[3385] 1 WRAP ASSEMBLY/SECTION B-B 3 43908-2002 1
6 22'-1 1/8"[6734] APPROX.CENTER OF GRAVITY WELD - 1
7 22'-1 1/4"[6737] 180 DEG ON FLAT 8-9 THROUGH VANG/SECTION C-C 6 43908-7302 1
8 33'-1 1/4"[10090] 90 DEG ON FLAT 11-12 THROUGH PIPE/SECTION B-B 4 43908-1301 1
9 33'-1 1/4"[10090] F-T , WRAP ASSEMBLY/SECTION B-B 3 43908-2002 1
10 43'-9 1/2"[13348] 180 DEG ON FLAT 8-9 THROUGH VANG/SECTION D-D 5 43908-7301 1
11 44'-2 1/2"[13475] TOWER PLATE TUBE 1 43908-4001 1
12 44'-2 1/2"113475] ARM END PLATE/SECTION D-D 2 43908-7201 1
2"
3" [51]
[76] REF
6" r9 '
12 12
[152]
in 9
3 3
6 6
F F
SECTION C-C t - - _ - - _ - - _ - - _ - - ?
SECTION D-D
6"
152
VIEW F-F
A INITIAL RELEASE KLB/06-15-23
REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: KLB 06/15/2023
CHECKED/DATE: GLB 06/21/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
METER
is
"I
UTILITY STRUCTURES
CROSS ARM ASSEMBLY, 44'-2 1/2" LONG
XARM
Y
0
SHEET 2 OF 3 43908-7601 REu. A

Page#24
0 16"
[406] 4"
6" [102]
[152] 21/2" O.D. X .375 WALL
2 LOC. ROUND TUBING
3" 3/8„ [51] DIM.
[76] M,o [10] LOC. ---
M DIM. -----------------
POLE NO. 16 1/z"+0"
ASSY NO. M 1/8„
mN JOB#REL-*** 419 0
LL. .�j -3
Lu
*** PLANT CODE
+ 1/4"F.B. 43908-1301
78414 75378,2.500 OD X 0.375 WALL
cri u m c�I ASTM A-618 GR.16 OR A-423 GR.1
N N 74905,0.25 X 3.00 11.71 LBS
o, 3/4"PL. ASTM A-588
0.85 LBS
Rl 1/4" 3" (2) 01 1/16"HOLES
[32] [76] WITH 1/8"[31 X 45° 22 1/4"
TYP CHAM.BOTH SIDES [565]
6" REF
152
21"
43908-7201 533
0.75 X 16.00 X 20.06 Rl 1/4" LOC.
265-ASTM A871 Gr65 [321 DIM.
53.09 LBS
Lfl N
.ti
1 1/16"HOLE - -
o In
-- N
WITH 1/8"[31 X 45°
CHAM.BOTH SIDES
5 1/2"
43908-602 f 140 3/4"PL.
M 43908-7301
0.75 X 10.00 X 22.25
265-ASTM A871 Gr65
o r
I 41.09 LBS
AA I j N
07
3/16
22 1/4"
TYP [565]
43908-602 318V REF
21"
533
LOC.
43908-802 DIM.
R1 1/4"
^v I 0 LDIM OC. [321 11
'-' o In
I II n
4c����z)
0 1 1/16"HOLE
WITH 1/8"[31 X 45°
CHAM.BOTH SIDES 5 1/2 3/4"PL.
[140]
43908-2002 43908-7302
WRAP ASSEMBLY
58.3 LBS 0.75 X 10.00 X 22.25
265-ASTM A871 Gr65
40.91 LBS
03 1/4"HOLE
1 27/32" CUT/DRILL AFTER FORMING
[47] 3/4"PL. 1 7/16"
[37]
ol
3 7/8° (2) 01 1/8"HOLES
[99]
a
10 7/16" Rl 5/8"
M
[265] ','o [41]
u TYP 14 1/4" �'u A INITIAL RELEASE KLB/06-15-23
[362] REV DESCRIPTION DRFT/DATE
4 9/16" PROJECT: L902 MAINTENANCE
FLAT PATTERN 43908-602 � [116] oo CUSTOMER: IDAHOPOWERCOMPANY
� N CUSTOMER P.O.N0:
o0 3/8"PL. �u JOB NO: 43908
DRAWN/DATE: KLB 06/15/2023
R1 1/4" 30'0' 3 15/32" CHECKED/DATE: GLB 06/21/2023
[32] [88] ENGINEER: RANDALL PERKINS
TYP THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
4 3/16" THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
[107] MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
3/4"PL. 30°0' S 1/16" MEYER
[129]
43908-602
a
0.75 X 9.00 X 14.25 43908-802 UTILITY STRUCTURES
265-ASTM A871 Gr65 0.38 X 5.06 X 8.53
25.09 LBS 265-ASTM A871 Gr65 CROSS ARM ASSEMBLY, 44'-2 1/2" LONG
4.06 LBS XARM
PARTS DETAIL
SHEET 3 OF 3 43908-7601 REV. A o

12. 43908-B
Page#25
PARTS AND ASSEMBLIES LIST
ITEM NO. PART NUMBER QTY. DESCRIPTION MATERIAL DIMENSION MATERIAL GRADE WT.EACH EXTD.WT.
1 43908-7002 1 ARM SHANK 0.19 X 20.75 X 76.00 X 20.75 265-ASTM A871 Gr65 78.43 78.43
2 43908-7101 1 ARM BRACKET 0.75 X 9.00 X 18.47 265-ASTM A871 Gr65 34.56 34.56
3 43908-7202 1 ARM END PLATE 0.75 X 8.50 X 14.00 265-ASTM A871 Gr65 22.99 22.99
4 43908-7303 1 THROUGH VANG 0.75 X 5.00 X 22.00 265-ASTM A871 Gr65 18.63 18.63
5 78501AM 2 SS GROUND PAD 2-HOLE 70581AM,0.50 X 2.00 STAINLESS STEEL TYPE 316 1.09 2.18
6 78414 1 ID TAG,A-588 WEATHERING 74905,0.25 X 3.00 ASTM A-588 0.85000002 0.85
TOTAL MODEL WEIGHT 157.64
TOTAL FINISHED WEIGHT 160.00
ARM INFORMATION
ARM NO. HORIZONTAL THICKNESS DIAMETER DIAMETER TAPER
TUBE LENGTH (PT-PT) (FL-FL IN./FT.
43908-B 5'3 16"
[1624 3/16" 7"[178] 6 15/32"[164] 0.00000
3"
C [76]
I
4
FLATS 1-2,5-6 5 N I I I iv
I I LL
Ln
0 I 7 I I B M
- _ - 3
o
CL FLAT 6-7 6
I
I
`D W
M �
II
Y C
VIEW C-C VIEW B-B
LONG SEAM WELD
i
7 8-i i
2'-9" APPROXIMATE F
[837] CENTER OF GRAVITY - -
SEE SPECNOTE
i I
_ I
5'-5 7/16"REF
[1662]
SECTION A-A
6 B
[152]
I
0
I
I
I
I
62°47'
I
0 co
/ 00 I
2 1/2" N u B
V-0" [64]
[305]
A A INITIAL RELEASE KLB/06-15-23
/ REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
O CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
JOB NO: 43908
DRAWN/DATE: KLB 06/15/2023
O CHECKED/DATE: GLB 06/21/2023
ENGINEER: RANDALL PERKINS
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND ON
FOR ENGINEERING REVIEW ONLY.
A THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
5'-3 15/16"
[1624] NJ MEYER
is
a
UTILITY STRUCTURES s
ARM ASSEMBLY, 51-3 15/16" LONG
Y
SHEET 1 OF 2 43908-B REV. A o

Page#26
5"
[127] 5"
127
2 1/2 (4)1/4"X 1/4"BEVEL 2 1/2"
[64] ON THE EXPANDING [64]
SIDE OF THE PLATE
(4)BISEL DE 1/4"X1/4"
EN LA ORILLA EXTERIOR
DEL DOBLEZ DE LA PLACA
�01
- N
\ / U-
W
BEND LINE
LOC
7 N N Ln
BEVEL DETAIL DIM. \�
�00
M
3/4"PL.
(2) 01 1/16"HOLES Rl 1/4"
WITH 1/8"[31 X 45- [321
1 9/16" CHAM. BOTH SIDES P
BEVEL [40]
DETAIL 3/4"PL. TYP 43908-7303
0.75 X 5.00 X 22.00
O 265-ASTM A871 Gr65
18.63 LBS
N O I
N I I
0 (2) 05/8"MFG HOLES
23/32" (4) 01 1/8"HOLES
[120]
13 3/4" 4"
[349] [102]
18 15/32" 2
[469] 3/8„ [51]
OD LOC.
FLAT VIEW OF 43908-7101 Mu [10]
M, DIM.
POLE NO.
ASSY NO. M
9 1/16"+03/16" u JOB#REL***
230+5 *** PLANT CODE
0 1/4"F.B.
Rl 1/4" 78414
[32] M 74905,0.25 X 3.00
TYP ASTM A-588
0.85 LBS
3/4"PL.
43908-7101
0.75 X 9.00 X 18.47
265-ASTM A871 Gr65
34.56 LBS
4 1/2"
2 1/4" [114]
[57]
I I
� I
bo r..
rn
�u
+ 3/4"PL.
v `Ln w
,may CO
,y (2) 01 1/16"HOLES
if M WITH 1/8"[31 X 45`
CHAM.BOTH SIDES
3" Rl 1/4"
[76] 21 A INITIAL RELEASE KLB/06-15-23
TYP 6 REV DESCRIPTION DRFT/DATE
PROJECT: L902 MAINTENANCE
[1521 CUSTOMER: IDAHO POWER COMPANY
CUSTOMER P.O.NO:
8 1/2 JOB NO: 43908
[216] DRAWN/DATE: KLB 06/15/2023
REF CHECKED/DATE: GLB 06/21/2023
ENGINEER: RANDALL PERKINS
43908-7202 THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
0.75 X 8.50 X 14.00 THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
265-ASTM A871 Gr65 MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2023 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
22.99 LBS
METER
is
a
UTILITY STRUCTURES s
ARM ASSEMBLY, 5-3 15/16" LONG
PARTS DETAIL
SHEET 2 OF 2 43908-B REV. A o

13. SSGO01 -GEN. NOTES, ASSEMBLY- ERECTION INFO
GENERAL INFORMATION ON MANUFACTURING,MATERIALS,AND ASSEMBLY
MATERIALS:
1A: FOR GALVANIZED STRUCTURES: GROUND SLEEVE DETAIL
STEEL SPECIFICATIONS MIN.YIELD ASTM SPEC
a
PLATE<_ 1 1/4" 65 KSI A572 MODIFIED TO LIMIT SILICON CONTENT TO 0.06% 0 1/2"HOLES TYP
PLATE> 1 1/4" 50,60 KSI A572 [13] rn
BOLTS<_5/8" 92 KSI A449*
BOLTS>_3/4"<_2 1/2" 109 KSI A354 GRADE BC* o 0
BOLTS>2 1/2" 99 KSI A354 GRADE BC*
QUICK PIN 92 KSI AISI 4140/4340(EQUIVALENT TO F3125/A325 MATERIAL)
NUTS<_5/8" --- A563 GRADE C
NUTS>_3/4" --- A563 GRADE DH
NUTS(ANCHOR BOLTS) --- A563 GRADE DH
NUTS(SLIPJOINT JACKING NUTS) --- A563 GRADE C3
ANCHOR BOLTS 75 KSI A615 GRADE 75
STEEL SHAPES 36 KSI A36 or A572 or EQUIVALENT
LLLLLL
PIPE 36,50 KSI A36,A53 GRADE B,A106 GRADE B,OR A501
STAINLESS STEEL SHAPES 30 KSI GALVANIZER VENT HOLES
NON-STRUCTURAL MISC. 36 KSI 1 PER FLAT,LOCATE ON THE q OF THE FLAT,
ALTERNATING SIDES
113: FOR WEATHERING STEEL STRUCTURES:
STEEL SPECIFICATIONS MIN.YIELD ASTM SPEC
PLATE<_3/4" 65 KSI A871 EXAMPLE ID TAG'
BOLTS 1/2"DIA. --- A307
PLATE>3/4" 50,60 KSI A871,A588 4
BOLTS<5/8" 92 KSI A449*
BOLTS 5/8" 92 KSI F3125,A325 TYPE 3 �102]
a
BOLTS>_3/4"<_2 1/2" 109 KSI A354 GRADE BC MODIFIED TO PROVIDE WEATHERING PROPERTIES* 318"
BOLTS>2 1/2" 99 KSI A354 GRADE BC MODIFIED TO PROVIDE WEATHERING PROPERTIES* v o [10]
QUICK PIN 92 KSI AISI 4140/4340(EQUIVALENT TO F3125/A325 MATERIAL) L✓
NUTS<5/8" --- A563 GRADE C3 O
NUTS>_5/8" --- A563 GRADE C3 POLE NO.
NUTS(ANCHOR BOLTS) --- A563 GRADE DH ASSY NO. - SEQ# r,
NUTS(SLIPJOINT JACKING NUTS) --- A563 GRADE C3 JOB NO. REL-PLANT
ANCHOR BOLTS 75 KSI A615 GRADE 75
STEEL SHAPES 50 KSI A588 OR EQUIVALENT
PIPE 50 KSI A847 OR EQUIVALENT
STAINLESS STEEL SHAPES 30 KSI TYPE 304 1/4" F.B.
*WHEN THERE ARE MULTIPLE PARTS WITH
NON-STRUCTURAL MISC 50 KSI A588 THE SAME ASSY NO.AND POLE NO.,A SEQ
NO.SHALL BE ADDED TO PROVIDE
*BASED ON STRUCTURE AND CONNECTION DESIGN,F3125 BOLTS MAY BE SUBSTITUTED FOR A354 OR A449 TRACEABILITY BETWEEN PARTS.
1C: FORGED RINGS(HOT ROLLED RINGS): ASTM A1090
2. CHARPY IMPACT TEST REQUIREMENTS: MATERIAL FOR TUBE SHAFT,BASE PLATES,FLANGE PLATES,ARM BRACKET AND EXAMPLE NAME PLATE:
STRUCTURAL BRACKETS TESTED TO 15 FT-LBS AT-20 DEGREES F.
3. ALL PLATES TO HAVE A CHARPY V-NOTCH IMPACT VALUE OF 15 FT-LBS MINIMUM AT-20OF
PER HEAT LOT TEST(UNLESS OTHERWISE NOTED). a.�_ M o 3/8" 1/4"F.B.
4.ASSEMBLY: �u
A.FINAL WEIGHTS ON ERECTION DRAWINGS ARE ROUNDED UP TO THE NEXT 10 LBS. MEYER
MM/YYYY _
B.FINISHED WEIGHTS ON ERECTION DRAWINGS ARE ESTIMATED. FINISHED WEIGHTS WILL VARY POLE NO. o
BASED ON THE THICKNESS OF GALVANIZING AND TOTAL SURFACE AREA OF SHAFT ASSEMBLIES. ASSY NO. J
JOB NO. REL-PLANT
C.CUSTOMER SHALL VERIFY THE FIT OF THEIR EQUIPMENT(INSULATORS,GUY WIRES,ETC.)TO ATTACHMENTS PROVIDED.
4"
D.ALL STRUCTURE ARMS SHALL BE DAMPED AT ERECTION TIME.DAMPING MAY BE ACCOMPLISHED BY STRINGING,HANGING [1021
INSULATORS OR WEIGHTS,OR TYING ARMS OFF TO THE STRUCTURE AT ATTACHMENT POINTS.
**NAME PLATE SHALL BE FORMED IN THE
5. BOLT AND NUT TIGHTENING INFORMATION: EVENT THE NAME PLATE IS TOO WIDE TO FIT
ON SINGLE FLAT. THE NAME PLATE
A. BOLT INSTALLATION AND TIGHTENING SHALL BE PERFORMED IN A SEQUENCE TO PROVIDE EVEN TENSIONING AND LOCATION SHALL BE LIMITED TO THE FLAT AS
CLOSING OF GAPS. THIS MAY BE ACCOMPLISHED BY TIGHTENING A PAIR OF BOLTS ON OPPOSITE SIDES OF A PERSCRIBED BY THE DRAWINGS&CONTINUE
CONNECTION FOLLOWED BY SIMILAR PAIRS AROUND THE JOINT. THE ERECTOR IS RESPONSIBLE FOR DETERMINING THE ON AN ADJACENT FLAT.
REQUIRED SEQUENCE.
B.THE NUTS SHALL BE TIGHTENED WITH A FORCE AS DESCRIBED BY AISC FOR THE SNUG TIGHT CONDITION,WITH THE OUTE0111r:A
DIA
EXCEPTION THAT THE PLIES DO NOT NEED TO BE BROUGHT INTO FIRM CONTACT.TO VERIFY THAT BOLTS ARE TENSIONED,THE GALV SLOT
ERECTOR SHALL"MATCH MARK"THE BOLTS AND NUTS BEFORE APPLYING THE FINAL TURN BASED ON THE DIAMETER AND LENGTH ° o
OF THE BOLT AS NOTED BELOW: o 0
� o o
GALV
FINAL TURN REQUIREMENTS Lu �'�/ \\\�`� HOLES
j �\\ /Z
BOLT LENGTH
BOLT DIA. 1/3 NUT TURN 1/2 NUT TURN 2/3 NUT TURN Ln ° -- °
0 0
1" 0"4' 4"-8" 8"-12" o 0
1 1/2" 0"-6" 6"-12 12"-18" SQUARE
C.ARM CONNECTIONS ARE DESIGNED TO ACCOMODATE MEYER STANDARD MANUFACTURING TOLERANCES WHICH MAY RESULT SH
IN GAPS BETWEEN THE BRACKET AND THE THROUGH VANGS. GAPS PRESENT AFTER THIS BOLT TIGHTENING PROCESS ARE THIS HOLE WILL BE COVERED
ACCEPTABLE AS LONG AS THEY DO NOT EXCEEED 1/4". ARM TO POLE CONNECTIONS ARE DESIGNED TO ACCOMODATE A MAXIMUM WITH 3/16"THK PLATE
1/4"GAP BETWEEN EACH BRACKET AND THROUGH VANG.
AG REVISED NOTES ON HORIZONTAL STORAGE RB/02-20-23
a ADDED GS GALV VENT HOLE DETAIL&NOTES TO ID
(D AE TAG&NAME PLATE DETAILS. RB/10-Ob-22
(J
AE REVISED NAME PLATE,ID TAG&BOLT TIGHTENING RB/09-26-22
REQUIREMENTS.
REV DESCRIPTION DRFT/DATE
PROJECT:
CUSTOMER: Meyer Utility Structures
CUSTOMER P.O.NO:
JOB NO: -----
a DRAWN/DATE: JRB 05/23/1994
NOTE: MAX. GAP — 1/4" CHECKED/DATE: ST 01/31/2018
ENGINEER:
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES I.I.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
D.FLANGE CONNECTIONS ARE DESIGNED TO ACCOMODATE MEYER COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
STANDARD MANUFACTURING TOLERANCES WHICH MAY RESULT IN MEYER
GAPS BETWEEN FLANGE PLATES. GAPS PRESENT AFTER THIS BOLT
TIGHTENING PROCESS ARE ACCEPTABLE AS LONG AS THEY DO NOT
EXCEEED 1/8". FLANGE CONNECTIONS ARE DESIGNED TO M
ACCOMODATE A MAXIMUM 1/8"GAP BETWEEN THE FLANGES. UTILITY STRUCTURES
GENERAL NOTES, ASSEMBLY
AND ERECTION INFORMATION
REV
SHEET 1 OF 4 SSGO01 . AG m

Page#28
E. NUTS FOR 2 1/4"DIAMETER ANCHOR BOLTS(ASTM A-615,GRADE 75)SHOULD BE TURNED 1/6 TURN AFTER APPLYING THE FORCE AS DESCRIBED IN AISC
FOR THE SNUG TIGHT CONDITION.
F. LONG ARM CONNECTION BOLTS(L>8")SHALL BE TIGHTENED WITH A FORCE AS DESCRIBED BY AISC FOR THE SNUG TIGHT CONDITION BUT DO NOT NEED
TO BE FULLY TENSIONED BEYOND THE SNUG TIGHT CONDITION. GAPS PRESENT AFTER THIS BOLT TIGHTENING PROCESS ARE ACCEPTABLE AS LONG AS THEY
DO NOT EXCEED 1/4".ARM TO POLE CONNECTIONS ARE DESIGNED AND FABRICATED TO ACCOMMODATE A MAXIMUM 1/4"GAP BETWEEN EACH BRACKET AND
VANG
G. CROSSBRACE U-BOLT NUTS SHALL BE TIGHTENED WITH A FORCE AS DESCRIBED BY AISC FOR THE SNUG TIGHT CONDITION BRINGING THE CROSS BRACES
IN CONTACT WITH EACH OTHER. CARE SHALL BE TAKEN NOT TO OVER TIGHTEN THE U-BOLT AND DAMAGE THE CROSS BRACE.
6. FOR SLIP JOINTED POLES,SEE SHEETS SSGO04 AND SSGO05 FOR ASSEMBLY AND JACKING INFORMATION. MEYER APPROVED JACKS SHALL BE USED TO
ASSEMBLE SLIP JOINTS.
7.STORAGE REQUIREMENT-HORIZONTAL STORAGE
A.STORAGE METHOD FOR STRUCTURES THAT ARE COATED WITH PAINT,OR OTHER PROTECTIVE OR BELOW GRADE COATINGS.
B.ALL STRUCTURES INCLUDING WEATHERING STEEL POLES SHALL BE RAISED OFF OF THE GROUND AND KEPT FREE FROM AREAS WITH MOISTURE PRESENT.
C.STRUCTURES LYING HORIZONTALLY FOR EXTENDED PERIODS OF TIME SHALL BE TARPED OR PROTECTED BY OTHER MEANS TO SHIELD THE BELOW GRADE
COATING FROM THE ELEMENTS OF THE ENVIRONMENT.
8.LIFTING/HANDLING
A.LIFTING,LOADING,UNLOADING AND HANDLING TO BE PERFORMED IN A SAFE MANNER WITH EQUIPMENT CAPABLE OF SAFELY LIFTING AND HANDLING THE
MEMBERS AND SECTIONS.
B.WHEN LIFTING DEVICES,VANGS,SLOTS ARE PROVIDED ON A MEMBER OR SECTION,PAIRS OF DEVICES,VANGS,SLOTS SHALL BE USED TO LIFT OR
HANDLING ANY MEMBER OR SECTION.
C. UNLESS NOTED OTHERWISE ON DRAWINGS,THE LIFTING DEVICES ARE TO BE USED TO LIFT OR HANDLE EACH SECTION OF THE STRUCTURE AND NOT LIFT
THE FULLY ASSEMBLED STRUCTURE.
SEE INDIVIDUAL SEE INDIVIDUAL
SHAFT DRAWINGS SHAFT DRAWINGS
FOR ID TAG FOR ID TAG
INFORMATION. INFORMATION.
z z
00
w �
M
Ln u
Ln W
+"i M
A
EXAMPLE: EXAMPLE:
SLIP JOINT MATCH MARK FLANGE CONNECTION
MATCH MARK
AG REVISED NOTES ON HORIZONTAL STORAGE RB/02-20-23
AF ADDED GS GALV VENT HOLE DETAIL&NOTES TO ID RB/l0-06-22
TAG&NAME PLATE DETAILS.
AE REVISED NAME PLATE,ID TAG&BOLT TIGHTENING RB/09-26-22
REQUIREMENTS.
REV DESCRIPTION DRFT/DATE
PROJECT:
CUSTOMER: Meyer Utility Structures
CUSTOMER P.O.NO:
JOB NO: -----
DRAWN/DATE: JRB 05/23/1994
CHECKED/DATE: ST 01/31/2018
ENGINEER:
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES I.I.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILF Y STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
MEYER
UTILITY STRUCTURES
GENERAL NOTES, ASSEMBLY
AND ERECTION INFORMATION
REV
SHEET 2 OF 4 SSGO01 . AG m

Page#29
INFORMACION GENERAL DE MANUFACTURA MATERIALES Y ENSAMBLE
MATERIALES: DETALLE DE CAMISA DE TIERRA
1A:PARA ESTRUCTURAS GALVANIZADAS:
a
ESPECIFICACIONES DEL ACERO CEDENCIA MIN. ESPEC.ASTM 0 1/2"HOLES TYP
[13]
PLACA<_ 1 1/4" 65 KSI A572 MODIFICADO AL LIMITE DE CONTENIDO DE SILICON A 0.06% ro J
PLACA> 1 1/4" 50,60 KSI A572
0 0
TORNILLOS<_5/8" 92 KSI A449*
TORNILLOS>_3/4"<_2 1/2" 109 KSI A354 GRADO BC*
TORNILLOS>2 1/2" 99 KSI A354 GRADO BC* p p u
PERNO 92 KSI AISI 4140/4340(EQUIVALENTE A MATERIAL F3125/A325)
TUERCAS<_5/8" --- A563 GRADO C
TUERCAS>_3/4" --- A563 GRADO DH u u u u u
TUERCAS(PERNOS DE ANCLAJE) --- A563 GRADO DH
u u u u u
TUERCAS(P/GATEO EN JUN.TRASLAPADAS)--- A563 GRADO C3
PERNOS DE ANCLAJE 75 KSI A615 GRADO 75 0 0 0
PERFILES DE ACERO 36 KSI A36 0 A572 0 EQUIVALENTE
TUBO 36,50 KSI A36,A53 GRADO B,A106 GRADO B,0 A501 AGUJEROS DE VENTILACION
PERFILES DE ACERO INOXIDABLE 30 KSI PARA GALVANIZADO
MISELANEOS NO ESTRUCTURALES. 36 KSI 1 FOR CADA PLANO,LOCALIZADO EN LA
DEL PLANO ALTERNADO LADO
16: PARA ESTRUCTURAS DE ACERO RESISTENTE AL AMBIENTE:
ESPECIFICACIONES DEL ACERO CEDENCIA MIN. ESPEC.ASTM
PLATA<_3/4" 65 KSI A871 EJEMPLO DE ID TAG:
TORNILLOS 1/2"DIA. --- A307
4
PLATA>3/4" 50,60 KSI A871,A588
TORNILLOS<5/8" 92 KSI A449* [1021
a
TORNILLOS 5/8" 92 KSI F3125,A325 TIPO 300 0 3/8"
TORNILLOS>_3/4"<_2 1/2" 109 KSI A354 GRADO BC MODIFICADO P/PROVEER PROPIEDADES DE RESISTENCIA AL AMBIENTE* - n LJ [10]
TORNILLOS>2 1/2" 99 KSI A354 GRADO BC MODIFICADO P/PROVEER PROPIEDADES DE RESISTENCIA AL AMBIENTE* -
PERNO 92 KSI AISI 4140/4340(EQUIVALENTE A F3125/A325 MATERIAL)
TUERCAS<5/8" --- A563 GRADO C3 NO. POSTE
TUERCAS>_5/8" --- A563 GRADO C3 NO. ENSAM.-SEQ# r I
TUERCAS(PERNOS DE ANCLAJE) --- A563 GRADO DH NO.TRABAJO-PLANTA
TUERCAS(P/GATEO EN JUN.TRASLAPADAS)--- A563 GRADO C3
PERNOS DE ANCLAJE 75 KSI A615 GRADO 75
PERFILES DE ACERO 50 KSI A588 O EQUIVALENTE 1/4" F.B.
TUBO 50 KSI A847 0 EQUIVALENTE
PERFILES DE ACERO INOXIDABLE 30 KSI TIPO 304 *CUANDO HAY MULTIPLE PARTIES
MISELANEOS NO ESTRUCTURALES 50 KSI A588 CON EL MISMO NUMERO DE
ENSAMBLE Y NUMERO DE POSTE,UN
NUMER*BASADO EN DISENO DE ESTRUCTURAS Y CONEXIONES,TORNILLOS F3125 PODRIAN SER SUSTITUIDOS POR A354 0 A449 ANADIR DE SEOUENCIA SE DEBE
NADIR PARA PROVEER
RASTREABILIDAD ENTRE LAS PARTIES.
1C:ANILLOS FORJADOS(ANILLOS ROLADOS EN CALIENTE):ASTM A1090
2.REQUERIMIENTOS PARA PRUEBA DE IMPACTO CHARPY:PROBAR A 15 FT-LBS A LOS-20 GRADOS FARENGEITH EL MATERIAL PARA FUSTES, _ EJEMPLO DE PLACA ID:
PLACAS BASE,PLACAS DE BRIDA,BRACKETS DE BRAZOS Y BRACKETS ESTRUCTURALES. a a 3/8"
3.TODAS LAS PLACAS TENDRAN UN VALOR DE IMPACTO CHARPY V NOTCH DE 15 FT LBS.MINIMO A 20°F POR PRUEBA DE COTE DE COLADA M 00 o r IL
1/4"F.B.
(A MENDS QUE SE INDIQUE OTRA COSA)
f V'J
4.ENSAMBLE: �H MEYER
M M/AAAA
A.LOS PESOS FINALES EN DIBUJOS DE MONTAJE SE REDONDEAN HACIA ARRIBA A LAS PROXIMAS 10 LBS. NO. POSTE '1- 00
o
CD
B.LOS PESOS FINALES EN DIBUJOS DE MONTAJE SON ESTIMADOS.LOS PESOS TERMINADOS PODRIAN VARIARAN BASADOS EN EL ESPESOR DEL
NO. ENSAM. —
GALVANIZADO Y EL TOTAL DEL AREA DE LA SUPERFICIE DE LOS ENSAMBLES DE LAS SECCIONES. NO.TRABAJO-PLANTA
C.EL CLIENTE DEBERA VERIFICAR EL AJUSTE DE SU EQUIPO(AISLADORES,CABLES DE RETENCION,ETC.)A LA CONEXION PROPORCIONADA. 4
[1021
D.TODOS LOS BRAZOS DE LA ESTRUCTURA DEBEN SER ASEGURADOS AL MOMENTO DEL MONTAJE.EL ASEGURAMIENTO PUEDE SER COMPLEMENTADO **EN CASO DE QUE LA PLACA DEL
SUJETANDOLOS CON CUERDAS,COLGANDO AISLADORES 0 CONTRAPESOS O FIJANDO LOS BRAZOS A LA ESTRUCTURA EN LOS PUNTOS DE SUJECION. NOMBRE SEA MUY ANCHA PARA
CABER EN UN SOLO PLANO,SE LE
5.INFORMACION DE APRIETE DE TORNILLOS Y TUERCA DEBERA DAR FORMA DOBLANDOLA.
LA LOCALIZATION DE LA PLACA DEL
A. LA COLOCACION Y APRIETE DE TORNILLOS DEBE SER HECHA EN UNA SECUENCIA PARA PROPORCIONAR UN TENSIONADO Y CIERRE DE ESPACIOS. NOMBRE DEBE DE LIMIARSE AL
ESTO SE PUEDE LOGRAR APRETANDO UN PAR DE TORNILLOS EN LADOS OPUESTOS DE UNA CONEXION,ENSEGUIDA POR PARES SIMILARES ARREDEDOR PLANO DEL POSTE INDICADO EN EL
DIBUJO Y CONTINUAR EN UN PLANO
DE LA JUNTA.EL INSTALADOR ES RESPONSIBLE DE DETERMINAR LA SECUENCIA REQUERIDA. ADYACIENTE.
B. LAS TUERCAS DEBEN SER APRETADAS CON UNA FUERZA COMO ES DESCRITA POR EL AISC PARA LA CONDICION DE AJUSTE APRETADO,CON
LA EXCEPCION QUE LAS CAPAS NO NECESIAN ESTAR EN CONTACTO FIRME.PARA VERIFICAR QUE LOS TORNILLOS ESTAN TENSIONADOS,EL DREN DE DIAMETRO DIAMETRO
INSTALADOR DEBERA"MARCAR"LOS TORNILLOS Y TUERCAS ANTES DE APLICAR EL GIRO FINAL BASADO EN EL DIAMETRO Y LONGITUD DEL GALVANIZADO EXTERIOR INTERIOR
TORNILLO COMO SE MENCIONA ABAJO:
0 0
J O O
REQUERIMIENTOS DEL GIRO FINAL o 0 0 _ o
DRENES DE
LONGITUD DEL TORNILLO O� ��/ \�� GALVANIZADO
�0
DIA.DEL TORNILLO. GIRAR 1/3 DE TUERCA GIRAR 1/2 TUERCA GIRAR 2/3 DE TUERCA w< ��I �
1" 0"-4" 4"-8" 8"-12" z u
0 0 '-- o
1 1/2" 0"-6" 6"-12 12"-18" °o o
C. LAS CONEXIONES DE BRAZOS SON DISENADAS PARA ADAPTARSE A LAS TOLERANCIAS ESTANDAR DE FABRICACION DE MEYER LAS CUALES PUEDEN CUADRADO CIRCULAR
RESULTAR EN ESPACIOS ENTRE EL BRACKET 0 SOPORTE Y LAS PLACAS PASANTES VANG.LOS ESPACIOS PRESENTADOS DESPUES DE ESTE PROCESO
DE APRIETE DE TORNILLOS SON ACEPTABLES MIENTRAS NO EXCEDAN DE 1/4".LAS CONEXIONES DE BRAZO A POSTE SON DISENADAS PARA TENER PARA CABADO EN ACERO
RESISTENTE AL AMBIENTE
UN MAXIMO DE 1/4"DE ESPACIO ENTRE CADA SOPORTE Y PLACA PASANTE VANG. ESTE AGUJERO SERA
CUBIERTO CON UNA PLACA
DE 3/16"DE ESPESOR
AG REVISED NOTES ON HORIZONTAL STORAGE RB/02-20-23
Q
LD ADDED GS GALV VENT HOLE DETAIL&NOTES TO ID
AF TAG&NAME PLATE DETAILS. RB/10-Ob-22
AE REVISED NAME PLATE,ID TAG&BOLT TIGHTENING RB/09-26-22
REQUIREMENTS.
REV DESCRIPTION DRFT/DATE
PROJECT:
CUSTOMER: Meyer Utility Structures
CUSTOMER P.O.NO:
JOB NO: -----
DRAWN/DATE: JRB 05/23/1994
CHECKED/DATE: ST 01/31/2018
NOTE: MAX. GAP = 1/4" ENGINEER:
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES I.I.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILF Y STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
D.LAS CONEXIONES DE BRIDAS SON DISENADAS PARA ADAPARSE A LAS
TOLERANCIAS ESTANDAR DE FABRICACION DE MEYER LAS CUALES PUEDEN MEYER
RESULTAR EN ESPACIOS ENTRE LAS BRIDAS.LOS ESPACIOS PRESENTADOS
DESPUES DEL PROCESO DE APRIETE DE TORNILLOS SON ACEPTABLES
MIENTRAS NO EXCEDAN 1/8".LAS CONEXIONES DE BRIDAS SON DISENADAS UTILITY STRUCTURES
PARA TENER UN MAXIMO DE 1/8"DE ESPACIO ENTRE LAS UNIONES DE BRIDAS.
GENERAL NOTES, ASSEMBLY
AND ERECTION INFORMATION
REV.
SHEET 3 OF 4 SSGO01 AG m

Page#30
D.LAS TUERCAS DE 2 I/a"DE DIAMETRO PARA PERNOS DE ANCLAJE(ASTM A-615,GR.75)DEBERAN SER GIRADAS 1/6 DE GIRO DESPUES DE APLICADA LA FUERZA DESCRITA EN AISC
PARA UNA CONDICION DE AJUSTE APRETADO.
E.CONECCION DE BRAZO CON TORNILLOS LARGOS(L>8")DEBERAN SER APRETADOS CON UNA FUERZA COMO SE DESCRIBE POR EL AISC PERO NO NECESITA ESTAR TOTALMENTE
TENSIONADO MAS ALLA DE LA CONDICION DE AJUSTE APRETADO.LAS SEPARACIONES PRESENTES DESPUES DE ESTE PROCESO DE APRIETE DE TORNILLOS ES ACEPTABLE,SIMPRE
QUE NO SE EXCEDA DE Ya".LAS CONECCIONES DE BRAZO A POSTE SON DISENADAS Y FABRICADAS PARA EN EL ACOMODO TENER UNA SEPARACION MAX.DE 1/4"ENTRE CADA
BRACKET Y VANG.
F.LAS TUERCAS DE PERNOS EN U EN REFUERZO CRUZADO SE DEBEN APRETAR CON LA FUERZA QUE DESCRIBA AISC PARA QUE SE ENCUENTREN EN LA CONDICION DE AJUSTE APRETADO
QUE TRAIGAN LOS REFUERZOS CRUZADOS EN CONTACTO LINO CON OTRO.SE DEBERA TENER CUIDADO DE NO SOBREAPRETAR EL PERNO EN U Y DMAR EL REFUERZO CRUZADO
6.PARA POSTES DE JUNTAS TRASLAPADAS,VIER HOJAS SSGO04 Y SSGO05 PARA INFORMACION DE ENSAMBLE Y GATEO.LOS GATOS APREBADOS POR MEYER DEBERAN SER USADOS PARA
EL ENSAMBLE DE JUNTAS TRASLAPADAS
7.REQUERIMIENTO DE ALMACENAJE-ALMACENAJE HORIZONTAL
A.METODO DE ALMACENAJE PARA ESTRUCTURAS QUE SON RECUBIERTAS CON PINTURA,U OTRA PROTECCION 0 RECUBRIMIENTOS DE BAJO GRADO.
B.TODAS LAS ESTRUCTURAS INCLUYENDO POSTES DE ACERO RESISTENTE AL AMBIENTE DEBRAN SER LEVANTADOS DEL SUELO Y MANTENIDOS EN AREAS LIBRES DE HUMEDAD.
C.LAS ESTRUCTURAS ALMACENADAS HORIZONTALMENTE DURANTE PERIODOS DE TIEMPO DEBERAN ESTAR CUBIERTAS CON LONAS O PROTEGIDAS POR OTROS MEDIOS PARA
PROTEGER AMBIENTE A LOS RECUBRIMIENTOS QUE QUEDARAN BAJO TIERRA.
8.IZAJE/MANEJO
A.IZAJE,CARGADO,DESCARGADO Y MANEJO DEBERA SER DESEMPENADO DE MANERA SEGURA CON EQUIPO CAPAZ DE IZAR Y MANIPULAR CON SEGURIDAD MIEMBROS Y SECCIONES
B.CUANDO DISPOSITIVOS DE IZAJE,VANGS,RANURAS SON PROVEIDOS EN UN MIEMBRO 0 SECCION,PARES DE DISPOSITIVOS,VANGS,RANURAS SE DEBEN USAR PARA IZAR 0 MANIPULAR
CUALQUIER MIEMBRO 0 SECCION.
C.A MENOS QUE SE INDIQUE OTRA COSA EN LOS DIBUJOS,LOS DISPOSITIVOS DE IZAJE DEBERAN SER USADOS PARA IZAR 0 MANEJAR CADA SECCION DE LA ESTRUCTURA Y NO IZAR LA
ESTRUCTURA COMPLETAMENTE ENSAMBLADA.
VER NOTA 10B --VER NOTA 10B
z z
L M
�u
e U)l p'00
J
A ®
I®
EJEMPLO: EJEMPLO:
TRANSLAPE MARCA CONEXION CON BRIDA
DE COINCIDENCIA MARCA DE COINCIDENCIA
AG REVISED NOTES ON HORIZONTAL STORAGE RB/02-20-23
AF ADDED GS GALV VENT HOLE DETAIL&NOTES TO ID RB/10-06-22
TAG&NAME PLATE DETAILS.
AE REVISED NAME PLATE,ID TAG&BOLT TIGHTENING RB/09-26-22
REQUIREMENTS.
REV DESCRIPTION DRFT/DATE
PROJECT:
CUSTOMER: Meyer Utility Structures
CUSTOMER P.O.NO:
JOB NO: -----
DRAWN/DATE: JRB 05/23/1994
CHECKED/DATE: ST 01/31/2018
ENGINEER:
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES I.I.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILF Y STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
MEYER
UTILITY STRUCTURES
GENERAL NOTES, ASSEMBLY
AND ERECTION INFORMATION
REV
SHEET 4 OF 4 SSGO01 . AG m

14. SSGO04 -JACKING NUT LOCATIONS
Page#31
ONLY MEYER JACKS ARE RE OMMENDED F R USE ON MEYER POLES. FOR MEYER JA KIN INSTRUCTIONS REFER TO SGO 5
D E NOTES:
4 1"0 H.H.NUT 1. ALL NUTS MUST BE ORIENTED SO THAT
TWO FLATS ARE PERPENDICULAR TO THE
(TAPPED OVERSIZE) POLES LONG AXIS.
12 TYP. 2. JACKING NUT JIG MUST BE USED TO MOUNT NUTS.
CL FLAT TYP.
QC 3. IF THERE ARE 2 SETS OF JACKING NUTS(8 NUTS TOTAL)THEN 2 SLIP JOINT
JACKS(ONE COMPLETE TMUS UNIT)MUST BE USED TO JACK THE POLE
TOGETHER. SECTIONS WHICH CONTAIN 4 SETS OF JACKING NUTS
4 1/2"MIN.TYP.,CLEARANCE (16 NUTS TOTAL)THEN 4 SLIP JOINT JACKS(TWO COMPLETE MUS UNITS)
�q TO NEAREST OBSTRUCTION MUST BE USED TO JACK THE POLE TOGETHER.
A 4. SLIP JOINT JACK MUST BE SEATED FLUSH AGAINST THE TOWER WALL
(SEE DETAIL 5/SSG005).WARNING:DO NOT ATTACH SLIP JOINT JACKS
TO THE TOP OF THE JACKING NUTS AS THIS MAY CAUSE THE JACKING
NUT TO FAIL PREMATURELY.
5. THE SLIPJOINT SHALL BE TIGHT WITHOUT MISALIGNMENT BETWEEN THE
STANDARD LOCATION (POINT-POINT) MATING POLE SECTIONS.THERE SHALL BE NO GAPS EXCEEDING 1/4".
ANY GAPS SHALL BE LIMITED TO 2 FLATS OR LESS.
6. AT 100%SLIPJOINT LAP,THE DISTANCE BETWEEN THE BOTTOM OF THE
FEMALE JOINT AND THE CENTER OF THE TOP JACKING NUT ON THE MALE
SECTION WILL BE 15".(SEE DETAIL BELOW)
4 1/2"MIN.TYP.,CLEARANCE LAP TOLERANCES ARE-10%,+5".
12 TO NEAREST OBSTRUCTION
EXAMPLE: 100%LAP=5-6"(66")
TO BE WITHIN TOLERANCE,THE SLIPJOINT LAP"B",MUST
CL FLAT TYP. BE BETWEEN 59.4"(66"-6.6")AND 71"(66"+5").THUS,
THE DISTANCE BETWEEN THE BOTTOM OF THE FEMALE
JOINT AND THE CENTER OF THE TOP JACKING NUT ON THE
MALE SECTION"C"MUST BE BETWEEN 21.6"(15"+6.6")
4547 1"0 H.H.NUT AND 10"(15"-5").
(TAPPED OVERSIZE)
TYP. B=LAP LENGTH C=15"@100%LAP
100%(-10%+5")
STANDARD LOCATION (FLAT-FLAT)
I
JACKING NUT ORIENTATION
NUTS MUST BE OPPOSITE EACH OTHER. EXAMPLE: 100%LAP MIN.LAP(-10%) MAX.LAP(+5")
B= 66" 59.4" 71"
QC= 15" 21.6" 10"
C
7. IT IS RECOMMENDED THAT THE CONTRACTOR KEEP RECORDS THAT
DOCUMENT THE NUMBER OF JACKS USED,THE AMOUNT OF TOTAL
FORCE APPLIED,AND THE DIMENSION OF THE LAP AFTER JACKING.
WHEN SECTIONS ARE JACKED
TOGETHER THE ID TAG ON THE 3"+1/8„
FEMALE SHAFT&ALIGNMENT 30"+1/16" 30„+1/16"
WELD ON THE MALE SHAFT MUST -0" 15" 0
BE INLINE ON THE SAME FLAT.
901±11
I
CL OF POI FLU
-
I
I
01"H.H.NUT
TYP 74547 (TAPPED OVERSIZED) VIEW A-A
1/4 MIN 8 REQ'D/SLIP JOINT
A??` - -- - -- - -- - -�A
0 JACKING NUT LOCATIONS
MEYER
PROJECT:
STOMER: Meyer Utility Structures UTILITY STRUCTURES
CUSTOMER:
CUSTOMER P.O.NO: JACKING NUT
N
O
J REVISED VIEW TO SHOW ID TAG&ALIGNMENT WELD RB/03-08-21 JOB NO: LOCATIONS
H UPDATED COMPANY NAME WR/12_20_18 DRAWN/DATE JRB 05/23/1994
G REVISED TOLERANCE DT/10-13-17 CHECKED/DATE: - w
REV DESCRIPTION DRFT/DATE I ENGINEER: SHEET I OF I SSGO04 m
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.THE DRAWING MAY NOT BE
COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.

15. SSGO05 -JACKING INSTRUCTIONS
Page#32
F// THIS INFORMATION APPLIES ONLY TO MEYER JACKS FOR USE ON MEYER POLES. ONLY MEYER JACKS ARE RECOMMENDED FOR
—////USE ON MEYER POLES
�� SLIPJOINT LAP
MALE (ASSUMING TIGHT FIT) FEMALE
MALE FEMALE
POLE NUMBER POLE NUMBER
POLE NUMBER POLE NUMBER
90%LAP(MIN)
l J
100%LAP(SEE ERECTION DRAWING)
1
v
100%LAP+5"(MAX) TOP VIEW
© 100%LAP+10"(MAX)(INTERCHANGEABLE SECTIONS)
1.CLEAN JOINT(REMOVE ANY FOREIGN MATERIAL).MEASURE AND MARK THE MAXIMUM AND
MINIUM SLIP JOINT LAP ON THE MALE SECTION AS SHOWN ABOVE
EXAMPLE:
POLE DRAWINGS SHOW THEORETICAL SLIP LAP(100%)TO BE 5-6"OR 66" 2.ALIGN POLE NUMBERS AND ASSEMBLE JOINT AS FAR AS POSSIBLE WITHOUT USING JACK.
THE MINIUMUM LAP IS 0.9 x 66"=59.5"AND THE MAXIMUM LAP IS 66"+51,=71". NOTE:DO NOT LUBRICATE JOINT
©EXAMPLE:(INTERCHANGEABLE SECTIONS)
POLE DRAWINGS SHOW THE THEOREITCAL SLIP JOINT LAP(100%)TO BE 5'-6"OR 66"
THE MINIMUM LAP IS 0.9 x 66"=59.5"AND THE MAXIMUM LAP IS 66"+ 10"76"
CHECK SLIP JOINT LAP ONLY AFTER JOINT IS FULLY SEATED.(SEE NOTE 6)
MALE FEMALE COUPLER
RATCHET
RAM
LEAF
SPRING
POLE NUMBER !POLE NUMBER
I
--J
RATCHET EXTENSION
4.ASSEMBLE RAM TO RATCHET USING FULL 2 1/2"OF THREADS IN COUPLER.
3.ATTACH MEYER JACK FRAMES TO SHAFT AS SHOWN ABOVE USING(8)1"DIAMETER (RATCHET EXTENSIONS USED ONLY ON VERY LONG JOINTS).
HEX HEAD BOLTS TORQUED BETWEEN 50 AND 100 FOOT POUNDS.
© MEYER JACK FRAMES NEED TO BE SEATED FLAT ON THE TOWER WALLS AND AGAINST
THE FLAT OF THE JACKING NUT BEFORE JACKING THE POLE SECTIONS TOGETHER.
MALE FEMALE S*(BOTH NORMALLY OPEN)
RESSURE GAUGE
CYLINDERtjA
� RPAC
POLE NUMBER POLE NUMBER NITS
QBLDUEPPRESSURE LI1NE(R)
A6.ATTACH HYDRAULICS AS SHOWN ABOVE.JACK SECTIONS TOGETHER UNTIL THEY STOP
(USING THE FULL JACKING FORCE OF 60 TONS,30 TONS PER JACK,WHICH IS ACHIEVED
5.ATTACH RAMS TO MEYER JACK FRAMES AS SHOWN ABOVE USING 5/8"x 6 1/2"LONG
BY SETTING THE PRESSURE TO 8310 psi.)).
PINS.BEFORE APPLYING FULL JACKING FORCE MAKE CERTAIN THAT BOTH RATCHETS BARS ARE JACK TOGETHER WITH VALVES SET TO APPLY EQUAL PRESSURE,ONLY USE UNEQUAL VALVE
FIRMLY SEATED IN THE BOTTOM OF THEIR SLOTS.PARTIALLY SEATED RATCHETS CAN RESULT IN A SETTINGS FOR JACKING ALIGNMENT PURPOSES.
UNEVEN FORCES WHICH MAY BEND OR BREAK THE BARS RENDERING THE JACK USELESS. THE SLIP JOINT SHOULD BE TIGHT WITHOUT ANY MAJOR GAPS OR MISALIGNMENT BETWEEN
STAND CLEAR AS FULL PRESSURE IS APPLIED. THE MATING POLE SECTIONS.
NOW CHECK TO SEE THAT THE ACTUAL SLIP JOINT LAP FALLS WITHIN THE LIMITS SPECIFIED
IN STEP ONE.
E USAGE FOR ERECTION E USAGE FOR JACKING APART
SLIPJOINT KEEPER MALE PUSH LINK FEMALE
(2 REQ'D PER JOINT)
0 0 0 -
MALE FEMALE ,
I
POLE NUMBER POLE NUMBER
I
PUSH LINK
7.DO NOT ATTEMPT TO ERECT THE ASSEMBLED POLE BY ATTACHING TO ANY FEMALE SECTION 8.TO JACK APART,REMOVE THE RAM FRAME(CONTAINING RAM) FROM POLE
WITHOUT FIRST SECURING LOWER JOINTS BY POSITIVE MECHANICAL MEANS.TWO SETS ROTATE 180*AND REINSTALL.INSERT PUSH LINK BETWEEN RAM AND RATCHET FRAME
OF"KEEPERS"ARE FURNUSHED WITH JACK FOR THIS PURPOSE AS SHOWN ABOVE. ACTIVATE HYDRAULICS AS SHOWN ABOVE.
AFTER ERECTION THE KEEPERS SHOULD BE REMOVED
AE NOTE: THESE KEEPERS ARE NOT TO BE USED FOR APPLICATION OF JACKING FORCE. NOTE: SECURE PUSH LINKS TO THE POLE WITH A CIRCUMERENTIAL CHAIN AND LOADBINDER OR WITH A CABLE HOIST.
FOR ADDITIONAL INFORMATION
AE 9.ALL JACKING UNITS CHECK MUST BE CHECKED TO VERIFY THAT ALL PARTS ARE PRESENT A 10.FOR ADDITIONAL INFORMATION OR ASSEMBLY ISSUES CONTACT YOUR REGIONAL
BEFORE AND AFTER EACH USUAGE. DRAIN ALL GASOLINE FROM THE ENERPAC UNIT MEYER MDM,A LOCAL SALES AGENT,OR CALL:
FOR STORAGE. A MEYER UTILITY STRUCTURES,LLC.
STEEL STRUCTURES GROUP
RETURN RENTAL UNITS TO: 1-901-566-6500
MEYER UTILITY STRUCTURES
J UPDATED COMPANY NAME WR/12-21-18
H ADDED JACKING PRESSURE NOTE WR/9-28-18 MEYER
G REVISED WORKING OF STEP NO.6 DT/3-24-15
F REPLACED T&B WITH TRIN/MEYER KB/12-29-14
E REVISED NOTES 7,8&9 DT2-13-14 PROJECT: UTILITY STRUCTURES
D NE REVISED PAGE LAYOUT&CLARIFIED KB/12 27 13 CUSTOMER: Meyer Utility Structures
OTES
C UPDATED NOTES 1 AND 3 RW/07-31-12 CUSTOMER P.O.NO: o
A B ADDED PRESSURE GAUGE NOTE BN/12-02-11 JOB NO: JACKING INSTRUCTIONS
A UPDATED NOTES MDF/8-29-02 DRAWN/DATE KB 12/27/2013
1 REVISED FOR FINAL ISSUE JRB/5-10-96 CHECKED/DATE:
REV. DESCRIPTION DRFT/DATE ENGINEER: - SHEET I OF I SSGO05 T
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIErRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.THE DRAWING MAY NOT BE
COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.

16. SSGO07 -STANDARD WELDING DETAILS
Page#33
MEYER UTILITY STRUCTURES STANDARD WELDS
DESCRIPTION SHEET NO.
STANDARD WELD INDEX 1
FILLET WELDS - FW1 - FW6 - GENERAL NOTES, NAME PLATES/ID TAGS,
GROUND PADS/TAB, CLIMBING PAD, NON-STRUCTURAL POLE CAP, BEARING PLATE,
2
BP CUTOUT COVER PLATE, SEALER PLATE, STRUCTURAL POLE CAP, ARM END PLATE,
POLE CAP ANCHOR,JACKING NUT.
FILLET WELDS - FW7 - FW14 - NUT TO POLE FACE, NUT TO ARM SHANK,
LD ARM - BRKT & END PLATE TO ARM SHANK, BAIL STEP &STEP LUG (NO BEVEL), 3
HAND GRAB, CHAIN DAMPER, SS HAND GRAB, SADDLE BRKT, T-VANG, SLIDE OVER YANG
LONG SEAMS &C]P -LS1 &LS2, CP1 - CP3 -SQ. TUBE LS, 8, 12, 16 SIDED LS, FEMALE SJ LS,
CJP TUBE TO ARM BRKT, BASE PLATE, FLANGE PLATE, DIAPHRAM PLATE, CIRCUMFERENTIAL
4
WELD, BASE PLATE, FLANGE PLATE, DIAPHRAM PLATE, CIRCUMFERENTIAL WELD,
3-PC MT CHANNEL
POLE HARDWARE - HH1 & HH2, MB1 - MB4, GS1 - HAND HOLE, HAND HOLE TO TUBE,
U-SHAPED VERT. BRKT ON ANGLE, U-SHAPED VERT. BRKT ON FLAT, U-SHAPED HORZ. BRKT, 5
2-PC BRKT, GRD SLEEVE W/O BASE PLATE
VANG &DBLR,THRU PIPES,X BRACE -VD1, PS1 &PS2, CB1 -VANG &DOUBLER,
6
THRU PIPE W/ DOUBLER, THRU PIPE TO TUBE, X BRACE THRU VANG
ARM MOUNTING - G1 - G3, HG1,Will -THROUGH PLATE GUSSETS, S &C TYPE THRU PLATE,
7
GUSSETS, MOUNT CHANNEL GUSSET, ROUND ROD TO MT CHANNEL, SINGLE PC WRAP
ARM MOUNTING - WB1, AB1, AB2, AB3 - WRAP ARM BOX, STD ARM BOX -2 FL W/SEALER,
8
STD ARM BOX - 2 FL W/O SEALER, STD ARM BOX - SINGLE FLAT
DROP BRACKETS - DB1 &DB2 - SMALL, MEDIUM & LARGE DROP BRACKETS 9
THROUGH VANGS- TOWER PLATE < 3/8", TOWER PLATE >_ 3/8" 10
THROUGH PLATES - TOWER PLATE < 3/8", TOWER PLATE >_ 3/8" 11
NOTES - THROUGH VANGS & PLATES WELDING NOTES 12
NOTE - WELDS SHOWN ON THE FABRICATION DRAWINGS SUPERSCEDE THOSE
SHOWN ON SSGO07
ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
Z TO CIPI&CP2.ADDED ADDITIONAL VIEWS FOR JK/02-20-23
THROUGH PLATE WELDS ADDED BEVEL CHART
Y REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
STANDARD WELD OPTION FOR C-WELDS.
ADDED SPl-SGL PC WRAP,WB1-WRAP ARM BOX,
T AB -ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
REV DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
CUSTOMER: MEYER UTILITY STRUCTURES
CUSTOMER P.O.NO: -
JOB NO: WELDS
DRAWN/DATE: MUS 05/17/2017
CHECKED/DATE: MUS 05/17/2017
ENGINEER: MEYER
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES U.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
METER
a
UTILITY STRUCTURES
0
STANDARD WELDING DETAILS
SHEET 1 OF 13 SSGO07 REu. Z

Page#34
FILLET WELDS FW 1
GENERAL NOTES
D
1. WELDING PROCEDURES USED FOR PRIMARY JOINTS SHALL BE QUALIFIED IN D
ACCORDANCE WITH THE AWS D1.1 LATEST EDITION.
(AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE)
2. WHEN ROOT OPENING IS> 1/16"FOR FILLET WELDED JOINTS,THE DEPOSITED
FILLET WELD SIZE"D"SHALL BE THE SPECIFIED SIZE"S"PLUS THE ROOT OPENING WIDTH. n
p p
3. SPECIAL WELD SHOWN ON PART DETAILS TAKES PRECEDENCE OVER
STANDARD WELDS ON THESE SHEETS.
4. ALL NON-STRUCTURAL WELDS NOT SPECIFIED SHALL BE 3/16"MIN. FILLET WELDS. p
(NAME PLATES,SEALER PLATES)
5. CODE LETTERS:
T=THICKNESS OF THINNEST PLATE(UNLESS NOTED) D
R.O. =ROOT OPENING
PJP= PARTIAL JOINT PENETRATION
CJP=COMPLETE JOINT PENETRATION
D= DEPOSITED FILLET SIZE n
S =SPECIFIED SIZE p
d
d
1/4
1/4
ii 3/16
1/4
ii i j ;I
it ii �i jl
+ ri i i ii j i
ii
i
NAME PLATES AND GROUND PADS CLIMBING PAD GROUNDING TAB
ID TAGS
FW2 FW3
3/16
3/16
i ii ii li ii i
t i
I
!i
NON-STRUCTURAL POLE CAPS,
BEARING PLATES TO TUBE,
& BASEPLATE WEIGHT REDUCTION SEALER PLATES
CUTOUT COVER PLATE TO TUBE
FW4 FW5
NOTE: 1/4 TYP
1- T=THICKNESS OF TUBE WALL
- _ c
-- _------.---- M
-----------------------------------------------------
I
_-_-_ - -------------
_---,_-_----_- -
--- ----------- _- -'-
T(1/4 MIN)
STRUCTURAL POLE CAP AND POLE CAP ANCHOR PLATE
ARM ENDPLATE TO TUBE
ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
Z TO CIPI&CP2.ADDED ADDITIONAL VIEWS FOR JK/02-20-23
THROUGH PLATE WELDS Ar)r)Fr)REVEL CHART
Y REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
STANDARD WELD OPTION FOR C-WELDS.
ADDED SP1-SGL PC WRAP,WB1-WRAP ARM BOX,
T AB1-ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
REV DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
CUSTOMER: I MEYER UTILITY STRUCTURES FW
CUSTOMER P.O.NO:
JOB NO: I WELDS
DRAWN/DATE: I MUS 05/17/2017
CHECKED/DATE: I MUS 05/17/2017
ENGINEER: MEYER
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
'y THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
C
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
! i i
MEYER, ' ')
I i
i
i i a
UTILITY STRUCTURESuo
1/4 TYP
JACKING NUT JACKING NUT DETAIL STANDARD WELDING DETAILS N
WELDING START&STOP ON NUT FLATS J
SHEET 2 OF 13 SSGO07 REV. Z m

Page#35
FILLET WELDS FW7 FW8
(CONTINUED)
II
-3/16� /3 SIDES TYP
TYP
/16
3116
NUT TO POLE FACE NUT TO ARM SHANK
NOTE:
PREPARE ARM END TO FIT CURVATURE OF FW9 FW10
LD ARM BRACKET"A"AS NEEDED
/Typ
114 \BOTH LEGS
V
318V
3/16
I.
LD ARM - BRACKET TO ARM SHANK,
END PLATE TO ARM SHANK
BAIL STEP CLIP &STEP LUG
(WITH NO BEVEL)
FW11 FW11S NOTE: FW12
T=THICKNESS OF TUBE WALL
TYP TYP
1/4 WELD USING
S.S.ELECTRODE
1/4 SOLDAR USANDO
ELECTRODO PARA
ACERO INOXIDABLE
0
1/�4
ij
ij
BENT ROD (WEATH/GALV) BENT ROD (STAINLESS)
HAND GRAB, TOWEL RACK HAND GRAB SADDLE BRACKET
CHAIN DAMPER GROUND LOOP
FW13
SEAL WELD THE END
SOLDADURA DE SELLO
1/4 EN EXTREMO
O
O
O
ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
z TO CIP1&CP2.ADDED ADDITIONAL VIEWS FOR JK/02-20-23
THROUGH PLATE WELDS Ar)r)Fr)RFVFL CHART
Y REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
T-VANG AT ARM END STANDARD WELD OPTION FOR C-WELDS.
ADDED SP1-SGL PC WRAP,WBI-WRAP ARM BOX,
T ABl-ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
W10 SLR. AB3-ARM BOX-1 FIL
REV DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
FW14 CUSTOMER: I MEYER UTILITY STRUCTURES
CUSTOMER P.O.NO:
JOB NO: I WELDS
DRAWN/DATE: I MUS 05/17/2017
1/4N CHECKED/DATE: I MUS 05/17/2017
ENGINEER: MEYER
114V THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LUC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LUC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES l-l-C,ALL RIGHTS RESERVED.
MEYER
UTILITY STRUCTURES
SLIDE OVER VANG
STANDARD WELDING DETAILS
REV. Z
SHEET 3 OF 13 SSGO07

Page#36
LONGSEAM NOTES
1. CIP ABOVE AND BELOW CIRCUMFERENCE WELDS AND LS 1
HANDHOLES 6"FOR PLATE<1/2"AND 12"FOR PLATE>= 1/2".
2. CJP IN FEMALE S.J.LAP+6".
3. USE INSIDE REINFORCING WELDS ON ALL ENDS OF OPEN TUBES.
FOR DIAMETERS<6"USE 3"LONG REINFORCING WELDS
FOR DIAMETERS>6"AND< 24"USE 6"LONG REINFORCING WELDS
FOR DIAMETERS>24"USE 12"LONG REINFORCING WELDS
Pip 80%
MIN 30°
PIP 60%
90°
SQUARE TUBE LONG SEAM 8, 12 AND 16 SIDED TUBE LONG SEAMS
APPLICATION: C P 1 NOTES FOR CIRCUMFERENTIAL WELDS C P 2
FOR TUBE TO ARM BRACKET OR CROSS ARM BRACKET 1. NO TACK WELDS OR WELD START/STOPS ON A BEND RADIUS OR LONG SEAM.
FOR TUBE TO DIAPHRAGM PLATE(MITERS ONLY) 2. ALL TACK WELDS OR WELD START/STOPS SHALL BE ON FLATS.
FOR TUBE TO BASE PLATE OR FLANGE PLATE 3. STAGGER WELD START/STOPS AT LEAST ONE(1)INCH ON MULTI-PASS WELDS.
4. BEND LINE REINFORCEMENT WELDS SHALL NOT BE MADE.
CJP
C-WELD
30°
T+1/4 X T
ii II
F i i i I I i i!I
F
T T
CJP
BACKING BAR CJF 30° 'r� r
PLATE/BRACKET 300
NOTE: 1/4"MIN 0R
T=THICKNESS OF TUBE WALL 1/2"MAX MFG TOLERANCES: MFG TOLERANCES:
ANGLE: +15°,-0° ANGLE: +15%-0°
NOTE:
TUBE TO ARM BRACKET, BASE PLATE, T=THICKNESS OF TUBE WALL
FLANGE PLATE AND DIAPHRAGM PLATE CIRCUMFERENTIAL WELD
CJP,TYP
C P3 CLEAN TO SOUND METAL L
BEFORE WELDING 2ND SIDE
ELIMINAR ESCORIA HASTA
1/8 ENER METAL LIMPIO ANTES
450 DE SOLDAR EL SEGUNDO LADD
1/4
0
0
0
MIN 300 BACKGOUGE TO SOUND WELD
0 INSIDE REINFORCEMENT
ELD FLUSH TO 1/32"MAXIMUM
0 ELIMINAR TODO EXCESO DE MATERIAL PARA
0 TENER UNA SOLDADURA SOLIDA
REFORZAR CON SOLDADURA PLANA
A 1/32"MAX.EN INTERIOR
T
MFG TOLERENCES: LONG SEAM AT THE FEMALE SLIP JOINT
3-PIECE MOUNT CHANNEL ANGLE: +10%-5°
ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
Z TO CIPI&CP2.ADDED ADDITIONAL VIEWS FOR JK/02-20-23
THROUGH PLATE WELDS Ar)r)Fr)REVEL CHART
Y REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
STANDARD WELD OPTION FOR C-WELDS.
ADDED SPl-SGL PC WRAP,WB1-WRAP ARM BOX,
T AB -ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
REV DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
CUSTOMER: MEYER UTILITY STRUCTURES
CUSTOMER P.O.NO: -
JOB NO: WELDS
DRAWN/DATE: MUS 05/17/2017
CHECKED/DATE: MUS 05/17/2017
ENGINEER: MEYER
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
MEYER
UTILITY STRUCTURES
STANDARD WELDING DETAILS
SHEET 4 OF 13 SSGO07 REV. Z m

Page#37
NOTE:
NOTE: HHl T THICKNESS OF TUBE WALL
A THICKNESS OF HAND HOLE H H 2
Ij
Ij
Ij
li
li
A TYP
60o
Ij
FACE OF NUT TO BE
OFFSET_ T
ET A MIN OF 3/16"
TYP
3/16"
3 SIDES TYP 30
T T
HAND HOLE TO TUBE
HAND HOLE
MB1 MB2
NOTE:
OPTIONAL SEAL WELD MAY BE WRAPPED TO ACCESSIBLE PORTION OF INSIDE BRACKET.
T=THICKNESS OF BRACKET PLATE
PIP,TYP /Typ
T(T 1/8) BOTH LEGS 114V \BOTH LEGS
30-45°
U-SHAPED VERTICAL BRACKET ON ANGLED FACE OF POLE U-SHAPED VERTICAL BRACKET ON FLAT FACE OF POLE
FOR SHORT BRACKETS:WIDTH 5 6" MB3 MB4
/Typ
114V ----\BOTH LEGS OP
1/4 /BACK GOUGE TO CLEAN METAL
FILLET WELD GRIND CORNER TO RADIUS OPTIONAL 1/4
LIMINAR TODO EXCESO DE MATERIAL
G ESMEILAR RADIO DE ESQUINA
it
fi
NO WELD IN
NOT REACHABLE
AREA ii
it it it
TYP
4 PLACES 1/4 7 MIN
2-PIECE BRACKET
FOR WIDE BRACKETS:WIDTH >6"
ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
z TO CIP1&CP2.ADDED ADDITIONAL VIEWS FOR JK/02-20-23
U-SHAPED HORIZONTAL BRACKET —'TE WELDS,ADDED BEVEL CHART
Y REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
STANDARD WELD OPTION FOR C-WELDS.
ADDED SPI-SGL PC WRAP,WBI-WRAP ARM BOX,
T=THICKNESS OF GROUND SLEEVE G 1
NOTE: S T AB I-ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
W/O SLE. AR3-ARM BOX-I EL
REV � DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
CUSTOMER: MEYER UTILITY STRUCTURES
CUSTOMER P.O.NO: -
JOB NO: WELDS
60% DRAWN/DATE: MUS 05/17/2017
Pip T CHECKED/DATE: MUS 05/17/2017
REMOVE OR GRIND 30o ENGINEER: , MEYER
SHARP EDGES BOTH ENDS THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES U.C.
E
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
REMOVER BORDES CORTANTES 3/16 THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
EN AMBOS EXTREMOS > MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
MEYER
UTILITY STRUCTURES
GROUND SLEEVE WITHOUT BASE PLATE STANDARD WELDING DETAILS
iu
SHEET 5 OF 13 SS0007

Page#38
NOTES:
1. T=THICKNESS OF YANG. NOTE 5 TABLE V D 1
2. FIT UP TOLERANCE FOR VANG BEVEL,+100-50. TUBE SIDES BEVEL ANGLE
3. ROOT FACE FIT UP TOLERANCE,±1/16".
4. ROOT OPENING FIT UP TOLERANCE= 1/8"MAX. 8 23
S.SEE TABLE FOR BEVEL ANGLE WHEN VANG ON 12 30
DOUBLER IS ON A BEND. 16 34
i i I i
� i
� i
� i
� i
� i
1/4
; i
kk
� i
� i
i
i 0
7F-
45o
0
1/2T-1/16
1/2T-1/16 Pip
0
45°
3/8
VANG TO PLATE AND DOUBLER TO TUBE
NOTE: PSI PS 2
T=THICKNESS OF DOUBLER A
3 8"MIN
3 16"MIN
T
1/8"
F PJP
1/8
F (D T PJP 30°
z 1/8
A-1/8
1/4 THRU PIPE TO TUBE "GRIND FLUSH" THRU PIPE TO TUBE
IF CUSTOMER REQUESTS "GRIND FLUSH"
AND TOWER PLATE > 1/4" THICK
DETAIL F (NOTABLE TO "GRIND FLUSH" FOR
THRU PIPE TO TUBE WITH DOUBLER TOWER PLATE TUBE THICKNESS <_ 1/4")
NOTE: C S 1
1.T=TUBE WALL THICKNESS.
2.IF ACCESSIBLE,WRAP WELD TO INSIDE OF TUBE AND WELD ACCESSIBLE LENGTH.
0
TYP TYP
3/16" EAL WELD THE ENDS
T SOLDADURA DESELLO
EN EXTREMOS
REFER NOTE 2
SEALER PLATE FOR PAINTED JOBS ONLY
OR AS REQUIRED BY CUSTOMER
ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
CROSS BRACING THROUGH VANG Z TO CIPI a CPA.ADDED ADDITIOS.ADDEDNAL VIBEVELEWS FOR JK/02-20-23
THROUGH PLATECHART
Y REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
S P 1 ADDED
WELD OPTION FOR C-WELDS.
D SP1-SGL PC WRAP,WB1-WRAP ARM BOX,
T AB1-ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
0 O O O REV DESCRIPTION DRFT/DATE
O O 1/8 PROJECT: STANDARD WELDING DETAILS
O O SEALER 45 CUSTOMER: I MEYER UTILITY STRUCTURES
O 0 PLATE G CUSTOMER P.O.NO:
JOB NO: I WELDS
O O DRAWN/DATE: I MUS 05/17/2017
O — O CHECKED/DATE: I MUS 05/17/2017
ENGINEER: MEYER
O O THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
f I THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
O O FORGED RING I.D. THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
O O COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
0 0 0SECTION A-A MEYER
NOTE:
SEALER PLATE SHOULD BE FLUSH,BUT IS ACCEPTABLE TO HAVE UTILITY STRUCTURES
1/8"RECESS FROM THE FORGED RING FLANGE.
FORGED RING - FLANGE TO SEALER PLATE STANDARD WELDING DETAILS N
(WEATHERING ONLY) REV
SHEET 6 OF 13 SSG007 . Z

Page#39
GINOTE: G2
T=THICKNESS OF TUBE WALL
T(3/8 MAX)
T(3/8 MAX)- TYP
TYP X)
114V
TYP
-------/SEAL WELD THE ENDS
114V \SOLDADURA DE SELLO
EN EXTREMO
GUSSETS WITH 45 BEVEL
GUSSETS WITH NO BEVEL
THROUGH PLATE GUSSETS S &C TYPE THROUGH PLATE GUSSETS
(WELDED TO POLE FACE)
G3 HG1
TYP
3/8 NO WELD ON
BRACKET RADIUS
38 NO SOLDAR EN EL
RADIO DEL BRACKET
TYP
TYP 1/4
o
o
MOUNT CHANNEL WITH GUSSETS ROUND ROD TO PLATE
ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
z TO CIP1&CP2.ADDED ADDITIONAL VIEWS FOR JK/02-20-23
THROUGH PLATE WELDS ADDED BEVEL CHART
wRlY REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
USE ROUND STOCK OR FILLET WELD STANDARD WELD OPTION FOR C-WELDS.
FOR AREA BETWEEN BRACKET AND POLE. ADDED SPI-SGL PC WRAP,WBI-WRAP ARM BOX,
TYP 1/4 SEAL WELD T AB I-ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
TYP 2 PLACES W/O SLE. AR3-ARM BOX-I EL
REV DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
ii
CUSTOMER: MEYER UTILITY STRUCTURES
CUSTOMER P.O.NO: -
JOB NO: WELDS
9
DRAWN/DATE: MUS 05/17/2017
it
CHECKED/DATE: MUS 05/17/2017
ENGINEER: MEYER
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES U.C.
it
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
MEYER
i! :i
UTILITY STRUCTURES
STANDARD WELDING DETAILS
SINGLE PIECE WRAP
SHEET 7 OF 13 SS0007

Page#40
C WB1
SIDE PLATE THICKNESS
SEALER PLATE
NOT REQUIRED
IF GALVANIZED
LL
-n 3/16
II
A L
J
TYP> H
A-A-J IF NO SEALER PLATE THEN SECTION A-A
SEAL WELD
SODADURA DE SELLO
"T"
B
y
FILLET SIZES (B) FILLET SIZES (1, H)
B C F I H
ii
1/4" < V, 1/4" 3/16 1/4
1/4
MIN 1":5 C< 11/2" 3/8 3/8" 3/16 3/8
Go
m 2: 1/2" 1/4 3/8
1 1/2"15 C 15 2" 1/2
5/8" 5/16 3/8
ii
it ii
it
i'I
1 2:3/4" 3/8 3/8 M 6!. rr� i 1 1
ii ii i 70
3/8 MIN
1/4 MIN WRAP ARM BOX
G
AB1 AB2
C
C i SIDE PLATE THICKNESS
SIDE PLATE THICKNESS
U- U-
3/16 B TYP J C TYP
SEALER PLATE SECTION B-B C SECTION C-C
TYP P L
1/4
2 PLACES>---- TY
FILLET SIZES (3, H) FILLET SIZES(3, H) 2 PLACES 1/4
F 3 H F 3 H
1/4" 3/16 1/4 (b
1/4" 3/16 1/4
3/8" 3/16 3/8 q 3/8" 3/16 3/8
1
1/2" 1/4 3/8 /2" 1/4 3/8
5
5/8" 5/16 3/8 /8" 5/16 3/8
3/4" 3/8 3/8 3/8 3/8 P3P'TYP L1/4
2 PLACES>---- C-
Pip,TYP
2 PLACES/————
STANDARD ARM BOX - 2 FLATS W/ SEALER PLATE STANDARD ARM BOX - 2 FLATS W/O SEALER PLATE
C
-SIDE PLATE THICKNESS A B 3
J
UL
S REVISED FW11&FW11S DISCR.TO BENT ROD,ADDED RB/12-21-21
SP1 FOR FORGED RING-FLANGE TO SEALER PLATE.
TYP>— H 1/4 R REVISED CP3 BACKSIDE WELD TO 1/2" R B/11-08-21
REVISED BACKSIDE WELD DEFINITION ON 3 PC MT
SECTION D-D 1/4 V p CHANNEL(PJP) RB/10-01-21
D REV DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
CUSTOMER: MEYER UTILITY STRUCTURES
CUSTOMER P.O.N ' -
JOB NO: WELDS
D DRAWN/DATE: MUS 05/17/2017
Q) CHECKED/DATE: MUS 05/17/2017
ENGINEER: MEYER
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES U.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
FILLET SIZES (1, H) MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
F 3 H COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
1/4" 3/16 1/4 M E Y E R
3/8" 3/16 3/8
1/2" 1/4 3/8 UTILITY STRUCTURES
5/8" 5/16 3/8
2:3/4" 3/8 3/8
STANDARD WELDING DETAILS
STANDARD ARM BOX SINGLE FLAT SHEET 8 OF 13 SSGO07

NOTE: D 61
DROP BRACKET CUTOUT PER PRINTS. 3/16
FILLET SIZES
z
T A*
PLATE<_ 3/4" 1/4" N
PLATE>3/4" 5/16"
3/16 *STANDARD WELDS COULD INCREASE PER
ENGINEER'S DESIGN. IN THIS EVENT,SEE
z MANUFACTURING DRAWING.zz� I
z
C '^
TYP
z SEAL WELD TOP&BOTTOM
SOLDADURA DESELLO
M SUPERIOR E INFERIOR
A A
TYP A
A O SEAL WELD ENDS
SOLDADURA DESELLO
EN EXTREMOS
T= PLATE
THICKNESS
6" THRU 11" O
DROP BRACKETS 12" THRU 21"
D62
3/16
TURF�q44 TNIOk�
FSS
TYP
3/16 (3)SIDES
TYP,(3)SIDES
SEAL WELD ENDS
SOLDADURA DESELLO
EN EXTREMOS
DP TO
E FOR PAINTED 3OBS ONLY.
DETAIL G WELD IPEE BEFORE CUTTING SLOTS.
-G
O
O
DROP BRACKETS - 37" THRU 60"
ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
Z TO CIPI&CP2.ADDED ADDITIONAL VIEWS FOR JK/02-20-23
THROUGH PLATE WELDS Ar)r)Fr)REVEL CHART
Y REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
STANDARD WELD OPTION FOR C-WELDS.
ADDED SP1-SGL PC WRAP,WB1-WRAP ARM BOX,
T AB1-ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
REV DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
CUSTOMER: I MEYER UTILITY STRUCTURES
CUSTOMER P.O.NO:
JOB NO: I WELDS
DRAWN/DATE: I MUS 05/17/2017
CHECKED/DATE: I MUS 05/17/2017
ENGINEER: MEYER
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
MEYER
UTILITY STRUCTURES
STANDARD WELDING DETAILS
SHEET 9 OF 13 SS0007 REV. Z m

Page#42
THROUGH VANG WELDS
T=POLE WALL THICKNESS
T 3/16" 1/4" 5/16" 3/8" 7/16" 1/2" 9/16" 5/8" 11/16" 3/4" 13/16" 7/8" 15/16" 1" 1 1/16" 1 1/8" 13/16" 1 1/4"
T/2 1/8 1/8 3/16 3/16 1/4 1/4 5/16 5/16 3/8 3/8 7/16 7/16 1/2 1/2 9/16 9/16 5/8 5/8
1.25T 1/4 5/16 7/16 1/2 9/16 5/8 3/4 13/16 7/8 15/16 1 1/16 1 1/8 13/16 1 1/4 1 3/8 1 7/16 1 1/2 1 9/16
TOWER PLATE LESS THAN 3/8" THK TOWER PLATE GREATER THAN/EQUAL TO 3/8" THK
TYP
SEE REINFORCEMENT T
ANGLE 30 WELD DETAIL
T
~ TYP ~ T
SEE REINFORCEMENT ANGLE
T T WELD DETAIL
ANGLE = 90° ANGLE = 901
TYP
a T SEE REINFORCEMENT
30° WELD DETAIL
T/2XT
TYP T/2
T X 1.25T SEE REINFORCEMENT -A
WELD DETAIL
ANGLE
ANGLE > 900 ANGLE > 900
TYP,4 PLACES T
SEE REINFORCEMENT TYP
T WELD DETAIL SEE REINFORCEMENT
(3)SIDES T WELD DETAIL
ANGLEI ANGLEI -i (3)SIDES
TYP
-I TYP,4 PLACES SEE REINFORCEMENT
T X 1.25T SEE REINFORCEMENT T WELD DETAIL
WELD DETAIL T 2 30°
ANGLE 1.25T ANGLE T/2 X T
ANGLE > 600 ANGLE > 600
ANGLEI > 900 ANGLEI > 900
TYP,4 PLACES
SEE REINFORCEMENT T TYP
ANGLE F T WELD DETAIL SEE REINFORCEMENT
(3)SIDES T WELD DETAIL
(3)SIDES
TYP,4 PLACES TYP
T X 1.2ST SEE REINFORCEMENT SEE REINFORCEMENT
ANGLEI 12ST WELD DETAIL T2 T 30° WELD DETAIL
T/2XT
ANGLE = 60° ANGLE = 600
ANGLEI = 1200 ANGLEI = 1200
ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
Z TO CIPI&CP2.ADDED ADDITIONAL VIEWS FOR JK/02-20-23
THROUGH PLATE WELDS Ar)r)Fr)REVEL CHART
Y REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
STANDARD WELD OPTION FOR C-WELDS.
ADDED SP1-SGL PC WRAP,WB1-WRAP ARM BOX,
T AB1-ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
REV DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
CUSTOMER: I MEYER UTILITY STRUCTURES
CUSTOMER P.O.NO:
JOB NO: I WELDS
DRAWN/DATE: I MUS 05/17/2017
CHECKED/DATE: I MUS 05/17/2017
ENGINEER: MEYER
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
MEYER
UTILITY STRUCTURES
STANDARD WELDING DETAILS
SHEET 10 OF 13 SSGO07 REV. Z m

Page#43
THROUGH PLATES WELDS FOR ARM MOUNTING
T=POLE WALL THICKNESS
T 3/16" 1/4" 5/16" 3/8" 7/16" 1/2" 9/16" 5/8" 11/16" 3/4" 13/16" 7/8" 15/16" 1" 1 1/16" 1 1/8" 13/16" 1 1/4"
T/2 1/8 1/8 3/16 3/16 1/4 1/4 5/16 5/16 3/8 3/8 7/16 7/16 1/2 1/2 9/16 9/16 5/8 5/8
1.25T 1/4 5/16 7/16 1/2 9/16 5/8 3/4 13/16 7/8 15/16 1 1/16 1 1/8 13/16 1 1/4 1 3/8 1 7/16 1 1/2 1 9/16
TOWER PLATE LESS THAN 3/8" THK TOWER PLATE EQUAL TO OR GREATER THAN 3/8" THK
TYP,4 PLACES PIP TYP,4 PLACES
SEE REINFORCEMENT SEE REINFORCEMENT
T X 1.25T WELD DETAIL T 30o WELD DETAIL
T/2 X T
TYP,4 PLACES TYP,4 PLACES
SEE REINFORCEMENT SEE REINFORCEMENT
T WELD DETAIL T WELD DETAIL
(3)SIDES (3)SIDES
ANGLE � T ANGLE F T
F-
T
ANGLEI 1ST ANGLEI
ANGLE < 900 ANGLE < 900
ANGLEI > 900 ANGLEI > 900
PIP TYP,4 PLACES
TYP,4 PLACES SEE REINFORCEMENT
SEE REINFORCEMENT T o WELD DETAIL
T X 1.25T WELD DETAIL -1430
T/2 X T
ANGLE ANGLE TYP,4 PLACES
TYP,4 PLACES T SEE REINFORCEMENT
T SEE REINFORCEMENT
T WELD DETAIL T (3)SDIDES AIL
(3)SIDES
L2S T�
ANGLEI T
ANGLEI
ANGLE = 900 ANGLE = 900
ANGLEI > 900 ANGLEI > 900
ANGLEI 4--ANGLEI
ANGLE ANGLE
TYP,4 PLACES PIP TYP,4 PLACES
SEE REINFORCEMENT SEE REINFORCEMENT
T X 1.25T WELD DETAIL T 30o WELD DETAIL
T/2XT
TYP,4 PLACES TYP,4 PLACES
SEE REINFORCEMENT SEE
WELD REINFORCEMENT
DETAIT WELD DETAIL T
(3)SIDES (3)SIDES
Inn N F X'
N F
ANGLE < 600 ANGLE < 600
ANGLEI > 1200 ANGLEI > 1200
C�, f ANGLEI ANGLE
ANGLE`\ ANGLE
TYP,4 PLACES PIP TYP,4 PLACES
T X 1.25T T SEE REINFORCEMENT SEE
WELDREINFORCEMENT
WELD DETAIL 30°
T/2XT
TYP,4 PLACES TYP,4 PLACES
SEE REINFORCEMENT SEE REINFORCEMENT
T WELD DETAIL T WELD DETAIL
(3)SIDES �i (3)SIDES
Ln .` N
N F
ANGLE < 900 ANGLE < 900
ANGLEI > 1200 ANGLEI > 1200
ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
Z TO CIPI&CP2.ADDED ADDITIONAL VIEWS FOR JK/02-20-23
THROUGH PLATE WELDS ADDED BEVEL CHART
Y REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
STANDARD WELD OPTION FOR C-WELDS.
ADDED SPl-SGL PC WRAP,WB1-WRAP ARM BOX,
T AB -ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
REV I DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
CUSTOMER: MEYER UTILITY STRUCTURES
CUSTOMER P.O.NO: -
JOB NO: WELDS
DRAWN/DATE: MUS 05/17/2017
CHECKED/DATE: MUS 05/17/2017
ENGINEER: I MEYER
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES U.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
METER
a
UTILITY STRUCTURES
0
STANDARD WELDING DETAILS
SHEET 11 OF 131 SS0007 REu. Z

Page#44
THROUGH PLATES WELDS FOR ARM MOUNTING
T=POLE WALL THICKNESS
T 3/16" 1/4" 5/16" 3/8" 7/16" 1/2" 9/16" 5/8" 11/16" 3/4" 13/16" 7/8" 15/16" 1" 1 1/16" 1 1/8" 13/16" 1 1/4"
T/2 1/8 1/8 3/16 3/16 1/4 1/4 5/16 5/16 3/8 3/8 7/16 7/16 1/2 1/2 9/16 9/16 5/8 5/8
1.25T 1/4 5/16 7/16 1/2 9/16 5/8 3/4 13/16 7/8 15/16 1 1/16 1 1/8 13/16 1 1/4 1 3/8 1 7/16 1 1/2 1 9/16
TOWER PLATE LESS THAN 3/8" THK TOWER PLATE EQUAL TO OR GREATER THAN 3/8" THK
TYP TYP
SEE REINFORCEMENT SEE REINFORCEMENT
T WELD DETAIL T 30 WELD DETAIL
T T
T
90°0'
F T F
9000, T
ANGLE = 90' ANGLE = 90'
Y REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE RB/01-28-22
STANDARD WELD OPTION FOR C-WELDS.
ADDED SP1-SGL PC WRAP,WB1-WRAP ARM BOX,
T AB1-ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
FIL
REVISED FW 1 1 8.FW 11 S DISCR.TO BENT ROD,
S ADDED SP1 FOR FORGED RING-FLANGE TO SEALER RB/12-21-21
PLATE-
REV I DESCRIPTION DRFT/DATE
PROJECT: STANDARD WELDING DETAILS
CUSTOMER: MEYER UTILITY STRUCTURES
CUSTOMER P.O.NO: -
JOB NO: WELDS
DRAWN/DATE: MUS 05/17/2017
CHECKED/DATE: MUS 05/17/2017
ENGINEER: I MEYER
THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES U.C.
THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
METER
a
UTILITY STRUCTURES
0
STANDARD WELDING DETAILS
SHEET 12 OF 131 SS0007 REu. Z

Page#45
NOTE:
1. ALL WELD PASSES MUST STOP/START ON THE SIDES OF THE VANG/PLATE ONLY
AND AWAY FROM THE 1"MINIMUM ZONE.
2. AN OPTIONAL FULL PASS IS ACCEPTABLE FOR PASS 3.
3. APPLICABLE FOR ALL MULT-SIDED STRUCTURES AND ARMS.
4. ALL WELD JOINTS ARE PIP. ADD GAP DIMENSION TO FILLET WELD DIMENSION.
EXAMPLE: A 1/8"GAP WOULD REQUIRE A 7/16"x 3/4"MIN. FILLET.
5. IF ACCESSIBLE,WRAP WELD TO INSIDE OF ARM AND WELD ACCESSIBLE LENGTH.
rK
VERTICAL THRU PLATES AND VANGS (CONTINUED)
I
I ,
1 PASS#1 REFER PASS#3
M THRU VANG/PLATE PAGES 10&it
i
�\ FOR WELDING PASS#2
TYPE AND SIZE
1 5/16"x 5/8"MIN.
SECTION K-K TOWER WALL
ADDITIONAL
REINFORCEMENT
DETAIL M FILLET WELD
I ;
,
K ARM/TOWER TYP 4 PLACES
ADDITIONAL REINFORCEMENT
P ALL THRU HARDWARE
5/16 X 5/8 MIN n 3 MIN REFER WELD DETAIL
REFUERZO ADICIONAL
ii TIPO EN ACCESORIOS
VER DETALLE DE SOLDADURA
i ii ii II
i ii ii I O
p i ii II
i ii O
i ii p
i ii O
p i ii p l O
O i ii
Fo*P o
O
i
P SECTION N-N IF GAP BETWEEN TOWER WALL
AND THRU VANG/PLATE>3/16"
ADD BACKING BAR
DO NOT START/STOP A WELD DO NOT START/STOP A WELD DO NOT START/STOP A WELD
PASS IN THIS ZONE. PASS IN THIS ZONE. PASS IN THIS ZONE.
PASS#3
(SEE NOTE 2)
PASS#2
w w w
O O = O PASS#2
� z z z
w w w
w w w
ful Ln
5/16"x 5/8"MIN.
ADDITIONAL
REINFORCEMENT
FILLET WELD
PASS#1 REFER PASS#1 REFER PASS#1 REFER
PAGES 10&11 PAGES 10&11 PAGES 10&11
FOR WELDING FOR WELDING FOR WELDING
VIEW P-P TYPE AND SIZE VIEW P-P TYPE AND SIZE VIEW P-P TYPE AND SIZE
FIRST PASS SECOND PASS THIRD PASS
WELD1 WELD DETAIL
TYP 4 PLACES
ADDITIONAL REINFORCEMENT ADDED NOTE TO INDEX.ADDED MFG TOLERANCES
TYP ALL THRU HARDWARE Z TO CIPI&CP2.ADDED ADDITIONAL VIEWS FOR JK/02-20-23
REFER WELD DETAIL 5/16 X 5/8 MIN 1 MINE WELDS.ADDED REVEL CHART
REFUERZO ADICIONAL REMOVE PJP FOR 3 PC BRKTS,ADDED ALTERNATE
TIPO EN ACCESORIOS Y RB/01-28-22
VER DETALLE DE SOLDADURA STANDARD WELD OPTION FOR C-WELDS.
TYP 2 PLACES ADDED SP1-SGL PC WRAP,WB1-WRAP ARM BOX,
ADDITIONAL REINFORCEMENT T AB1-ARM BOX-2 FL W/SLR,AB2-ARM BOX-2 FL RB/01-10-22
TYP ALL THRU HARDWARE
REFER WELD DETAIL 5/16 X 5/8 MIN — 3 MIN REV DESCRIPTION DRFT/DATE
REFUERZO ADICIONAL
TIPO EN ACCESORIOS PROJECT: STANDARD WELDING DETAILS
---
VER DETALLE DE SOLDADURA CUSTOMER: I MEYER UTILITY STRUCTURES
--------- ------------------------------ CUSTOMER P.O.N0:
JOB NO: I WELDS
\.
--------- --------- DRAWN/DATE: I MUS 05/17/2017
CHECKED/DATE: I MUS 05/17/2017
\, PASS#1 REFER
_________ ________ ENGINEER: MEYER
---------------------------==_ - ==--=-==-==----- - PAGES 10&11 THIS DRAWING CONTAINS CONFIDENTIAL AND PROPRIETRY INFORMATION OF MEYER UTILITY STRUCTURES LLC.
FOR WELDING THE DRAWING IS PROPERTY OF MEYER UTILITY STRUCTURES LLC AND LOANED FOR ENGINEERING REVIEW ONLY.
��,-\ \'• -- THE DRAWING MAY NOT BE COPIED OR USED FOR ANY OTHER PURPOSE WITHOUT WRITTEN CONSENT OF
�.•� O ----- -- --------------------- TYPE AND SIZE MEYER UTILITY STRUCTURES,LLC AND SHALL BE RETURNED ALONG WITH COPIES UPON DEMAND.
ADD� &SEAL WELD COPYRIGHTS 2018 MEYER UTILITY STRUCTURES LLC,ALL RIGHTS RESERVED.
O THE ENDS NOTE
WELD DETAIL LIKE BELOW MEYER
.� a
SEAL WELD THE ENDS SAMPLE WELDING SYMBOL TYP 2 PLACES UTILITY STRUCTURES
WELDI
SOLDADURA DE SELLO EAL WELD THE ENDS
EN EXTREMOS REFER WELD DETAIL&NOTE 5
T SOLDADURA DESELLO
EN EXTREOS
ARM THROUGH VANGS FLUSH WITH ARM END VER DETALLE DE SOLDADURA STANDARD WELDING DETAILS N
&NOTA 5 >
SHEET 13 OF 13 SSGO07 REV. Z m