standard pole sizing - wood · 2016-04-27 · dwg. 02.02-03a 12/1/10 cecconi guinn elkins standard...

02.00-00ADWG.

POLE INSPECTION TAGS (O&M)

SCREW ANCHORS (NO WRENCH)ANCHOR HOLDING STRENGTHS AND CONSTRUCTION NOTES

SIDEWALK GUY

MACRO UNITS FOR GUY INSTALLATIONS

POLE NUMBERS AND LABELS

GUYSTRAND SPLICE INSTALLATIONGUY TENSIONS WITH POINT LOAD, MULTIPLE GUYS AND GUY STUBS

GUYING - GENERAL CONSTRUCTION NOTES

STANDARD FRAMING AND BRANDING FOR DISTRIBUTION CCA POLESPOLE PROPERTIES AND STANDARD BURIAL DEPTH

PILASTER AND CONCRETE POLE CONSTRUCTIONDISTRIBUTION LINE POLE MAINTENANCE

02.08-04

02.06-0602.06-02

02.04-24A

02.04-12A

02.04-1402.04-16

02.04-2202.04-20

02.02-22

02.04-0602.04-0402.04-02

02.02-1002.02-08

02.02-0602.02-04

02.02-01

GUYING ATTACHMENTSGUYING - CONSTRUCTION

SPAN GUYSDOWN GUYS

POLES - GENERAL

DOUBLE AND TRIPLE HELIX SQUARE SHAFT ANCHORS 02.06-08

SECTION 2 - POLES, GUYS AND ANCHORS

TABLE OF CONTENTSR

02.04-10GUY STRAND, GUY GRIPS AND GUY SPLICES

02.04-3402.04-36

02.04-32

REVISED BY CK'D APPR.

0

1

EQUIPMENT HARDWARE GROUNDS 02.02-07

2

02.04-18GUY STRAIN INSULATORS

3

02.04-4602.04-48

02.04-44

SHORT SPAN GUYING TABLES - SPANS 200' OR LESS - GRADE C

LONG SPAN GUYING TABLES - SPANS 600' OR LESS - GRADE CMEDIUM SPAN GUYING TABLES - SPANS 400' OR LESS - GRADE C

EXAMPLE GUYING PROBLEMGUYING LOAD ALLOCATIONS

SHORT SPAN GUYING TABLES - SPANS 200' OR LESS - GRADE B

LONG SPAN GUYING TABLES - SPANS 600' OR LESS - GRADE BMEDIUM SPAN GUYING TABLES - SPANS 400' OR LESS - GRADE B

02.04-2902.04-28

11/18/10 CECCONI GUINN ELKINS

02.02-03ASTANDARD POLE SIZING - WOOD02.02-03BSTANDARD POLE SIZING - WOOD02.02-03CSTANDARD POLE SIZING - WOOD02.02-03DLOADING CRITERIA FOR EQUIPMENT PLATFORMS

MACRO UNITS FOR GUY INSTALLATIONS 02.04-12BMACRO UNITS FOR GUY INSTALLATIONS 02.04-12C

02.04-17GUY OFFSET BRACKETS

10/22/12 KATIGBAK BURLISON ADCOCK

02.02 POLES

02.04 GUYING

02.06 ANCHORS

02.08 OPERATIONS AND MAINTENANCE

02.02-02APOLES - GENERAL02.02-02BPOLES - GENERAL

GUYING LEAD TO HEIGHT RATIO 02.04-30

SIDEWALK GUY 02.04-24B

POLE BRACING 02.02-16

ORIENTATION

WHEN SETTING NEW POLES ON DEADENDS OR ANGLES OF UP TO 59 DEGREES, THE POLE'S BIRTHMARK SHOULDBE FACING THE ANCHOR. ON ANGLED POLES EXCEEDING 59 DEGREES, THE BIRTHMARK SHOULD FACE THE

NON-STANDARD POLES WILL NEED TO BE SPECIAL ORDERED.

POLE SIZING

10/4/10 CECCONI ELKINSGUINN

POLES - GENERAL

POLE LOCATION

POLES SHALL BE LOCATED AS SPECIFIED ON THE WORK ORDER. POLES FOR NEW LINES ALONG CITY STREETSSHOULD BE BACK OF THE SIDEWALK OR ACCORDING TO CITY/TOWN SPECIFICATIONS. IF CURBS ARE NOTALREADY ESTABLISHED, APPROPRIATE AUTHORITIES SHOULD BE CONTACTED IN ORDER TO CONDUCT A SURVEY

POLES OUTSIDE OF A TOWN'S CORPORATE LIMITS MAY NOT BE SET ON THE RIGHT-OF-WAY OF ANY PUBLIC ROADOR HIGHWAY WITHOUT THE APPROVAL OF COMPANY ENGINEERING AND THE APPROPRIATE HIGHWAY OFFICIALS.

CARE AND CONSIDERATION OF PROPERTY OWNER'S INCONVENIENCE SHOULD BE TAKEN INTO ACCOUNT INDETERMINING BOTH POLE AND GUY LOCATIONS.

ANCHORS THAT SUPPORT THE LARGEST STRAIN AND CONDUCTOR TENSION. WHEN TENSIONS ARE EQUAL, TURN THE BIRTHMARK TOWARD EITHER ANCHOR, PREFERABLY PARALLEL TO A ROAD IF ONE EXISTS.

POLES ARE A LARGE ITEM OF EXPENSE ON DISTRIBUTION SYSTEMS. CARE SHOULD BE TAKEN WHEN SELECTINGTHE PROPER CLASS FOR A GIVEN LOAD AND THE PROPER HEIGHT FOR A GIVEN CONDITION.

USE OF DIFFERENT SIZES AND CLASSES SHOULD BE ON A CASE BY CASE BASIS. THE GUY LEAD LENGTH IS THEMAIN DETERMINING FACTOR OF POLE CLASS. TALLER POLES SHOULD BE SPECIFIED WHERE TERRAIN, JOINT-USE,ANTICIPATED EQUIPMENT AND CONDUCTORS, AND CONDUCTOR GROUND CLEARANCES SO DICTATE. HEAVIERCLASS POLES SHOULD BE SPECIFIED WHERE REASONABLY ANTICIPATED FUTURE MECHANICAL LOADS SO DICTATE.

THE WOOD POLES SHOWN ON DWG. 02.02-03 ARE STOCKED. UNUSUAL QUANTITIES, NON-STOCK, OR

0

3

2

1

APPR.REVISED BY CK'D

AND ESTABLISH FUTURE CURB LINES. SEE DWG. 10.01-03 FOR CLEARANCES TO HYDRANTS.

FOR TANGENT CONSTRUCTION, FACE THE BIRTHMARK IN LINE WITH THE PRIMARY CONDUCTORS AND IN THEDIRECTION OF THE SHORTER SPAN. THE POLE MANUFACTURER PLACES THE BIRTHMARK ON THE INSIDE FACE OFA WOOD POLE'S NATURAL CONCAVE SURFACE. FOLLOWING THE ORIENTATION RULES ABOVE TAKES ADVANTAGEOF THE NATURAL STRENGTH CHARACTERISTICS OF THE POLE AND IMPROVES AESTHETICS.

DEAD END CONSTRUCTION

BIRTHMARK

ANGLE TO 59 DEGREES

BIRTHMARK

59 DEGREEMAX. LINE ANGLE

BISECT GUY LINE

TANGENT CONSTRUCTION

BIRTHMARK

LONGER SPANSHORTERSPAN

BIRTHMARK

60-90 DEGREELINE ANGLE

LONGER SPAN

60-90 DEGREESLINE ANGLE

SH

ORTE

R

SPA

N

HOLES IN POLES

HOLES IN POLES ARE NOT TO BE LOCATED LESS THAN 4 INCHES APART IN ANY SECTION UNLESS DESIGNATEDON A SPECIFICATION DRAWING OR APPROVED BY DISTRIBUTION STANDARDS.

8/5/14 EANES ADCOCKEANES

02.02-01

DEF

X

DEPDEMDEC

DWG.

02.02-02A

POLES - GENERAL R

0

3

2

1


POLE, WOOD, 30', CLASS-6POLE, WOOD, 35', CLASS-3POLE, WOOD, 35', CLASS-5POLE, WOOD, CLASS-1, 40', CCAPOLE, WOOD, CLASS-2, 40', CCAPOLE, WOOD, 40', CLASS-3POLE, WOOD, 40', CLASS-4POLE, WOOD, 40', CLASS-5POLE, WOOD, CLASS-1, 45', CCAPOLE, WOOD, 45', CLASS-2POLE, WOOD, CLASS-3, 45', CCAPOLE, WOOD, 45', CLASS-4POLE, WOOD, 50', CLASS-1POLE, WOOD, 50', CLASS-3POLE, WOOD, CLASS-H1, 50', CCAPOLE, WOOD, CLASS-H2, 50', CCAPOLE, WOOD, 55', CLASS-1POLE, WOOD, 55', CLASS-2POLE, WOOD, 55', CLASS-3POLE, WOOD, CLASS-H1, 55', CCAPOLE, WOOD, CLASS-H2, 55', CCAPOLE, WOOD, 60', CLASS-1POLE, WOOD, 60', CLASS-2POLE, WOOD, 60', CLASS-3POLE, WOOD, 65', CLASS-2POLE, WOOD, 65', CLASS-3POLE, WOOD, 70', CLASS-1POLE, WOOD, 75', CLASS-1

PILASTER 18'POLE, CONCRETE, PLAIN 30'TYPE 1POLE, CONCRETE, 30' TY 3POLE, CONCRETE, 35 FT. TYPE 1, SAME DRILLING AS 30' TYPE 1BOLT, MACH, SQ, NUT, 5/8"X6"POLE, CONCRETE, 35' TY 3POLE, CONCRETE, 40', TYPE-3POLE, CONCRETE, 45', TYPE-3POLE, CONCRETE, 50' TY CLASS IIPOLE, CONCRETE, 55' TYPE CLASS - II, DISTRIBUTIONPOLE, CONCRETE, 65', SPUN, ROUND, 14, KIP, 15.39", TIP

POLE CNCR 15' TY 0 TENNONPOLE, CNCR 15' TY 0 TENNONWIRE, COPPER, #10, STREETLIGHT, ST LIGHT # 10 CUPOLE, CNCR, 16FT, EMBEDDEDWIRE, COPPER, #10, STREETLIGHT, ST LIGHT # 10 CU

P306FP353FP355FP401FP402FP403FP404FP405FP451FP452FP453FP454FP501FP503F

P50H1FP50H2FP551FP552FP553F

P55H1FP55H2FP601FP602FP603FP652FP653FP701FP751F

030306030353030355

92201657599220165760

030403030404030405

9220162033030452

9220165757030454030501030503

92201617899220169868

030551030552030553

92201617909220161792

030601030602030603030652030653030701030751

PCC18PILASTERFPCC30T1FPCC30T3F

PCC35T1F

PCC35T3FPCC40T3FPCC45T3FPCC50T2FPCC55T2F

PCC6514KF

328732034301034303034351152105034353034403034453034502034552034148

341503415019210734155192107

11

201918171615141312

10987654321

COMPATIBLE UNITS FOR DISTRIBUTION WOOD POLES

CATALOGDESCRIPTION

1

111111111

1

11

1

11

1111

1

111111111

QTY

1

11

1

11

1111

PERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

2827262524232221

11111111

11111111

1098765

4

321

COMPATIBLE UNITS FOR DISTRIBUTION CONCRETE POLES

CATALOGDESCRIPTION

1

1

11

1

1

1

111

1

QTY

1

11

1

21

1111

PERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

3

2

1 PCC15T0TNF

COMPATIBLE UNITS FOR CONCRETE LIGHTING POLES

CATALOGDESCRIPTION

PCC15T0TNWF

PCC16OCTF 1

1

1

QTY

1611811

PERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

9/24/12 ADCOCKBURLISON

DWG.

02.02-02B9/24/12 ADCOCKBURLISON

POLES - GENERAL R

0

3

2

1


POLE TOP EXTENSION - 54 INCH FIBERGLASSBAND OVERHEAD BRACKET TO CONCRETE OR STEEL POLEOH LABOR FOR FLAGMAN (PER HOUR)OH LABOR TO REINFORCE EXIST POLE, INCLUDES SETUP (PER POLE)CONTRACT POLE INSPECTION SETUP AND JOB BRIEF (PER POINT)OH LINE TRUCK, PPE,TOOL SETUP AND JOB BRIEF (PER POINT)POLE - FILL BIRD HOLEPOLE LABOR TO HAND DIG, INACESSIBLE (30FT AND LARGER)POLE LABOR TO HAND DIG, INACESSIBLE (LESS THAN 30FT)POLE LABOR TO HAND SET, INACESSIBLE (30FT AND LARGER)POLE LABOR TO HAND SET, INACESSIBLE (LESS THAN 30FT)POLE LABOR SETUP TRUCK TO HOLD EXISTING POLE (PER MAN HOUR)POLE LABOR TO VISUALLY INSP HARDWARE, CONNECTIONS, DECAYPOLE LABOR WHEN JETTING IS REQUIRED FOR HOLEPOLE LABOR TO INSTALL AND REMOVE POLE GUARD (PER SECTION)POLE LABOR TO REALIGN, STRAIGHTEN OR LEANPOLE LABOR TO REMOVE STEEL REINFORCEMENTPOLE LABOR TO REMOVE POLE STUBPOLE LABOR FOR HAND CHIPPING ROCK FOR HOLEPOLE LABOR TO INSTALL ROCK COLAR (ROCK NOT INCLUDED)POLE LABOR TO SAW POLE OFF PER CUTPOLE LABOR TO INSTALL AND REMOVE TEMP WOOD POLE - ANY SIZELIGHT POLE LABOR TO HAND DIG, INACESSIBLE (30FT AND LARGER)LIGHT POLE LABOR TO HAND DIG, INACESSIBLE (LESS THAN 30FT)LIGHT POLE LABOR TO HAND SET, INACESSIBLE (30FT AND LARGER)LIGHT POLE LABOR TO HAND SET, INACESSIBLE (LESS THAN 30FT)LIGHT POLE LABOR TO VISUALLY INSP HARDWARE, CONNECTS, DECAYLIGHT POLE LABOR TO REALIGN, STRAIGHTEN OR LEANLIGHT POLE LABOR FOR HAND CHIPPING ROCK FOR HOLELIGHT POLE LABOR TO SAW POLE OFF PER CUTTREAT POLEUG LABOR FOR FLAGMAN (PER HOUR)

BKTPTE54FBGFOHBKTBANDINGFOHLABFLAGMANF

OHLABREINFORCEFOHLABSETUPF

OHLTLABSETUPFPFILLBIRDHOLEFPLABHANDDIGLFPLABHANDDIGSFPLABHANDSETLFPLABHANDSETSFPLABHOLDPOLEF

PLABINSPFPLABJETF

PLABOHGUARDFPLABREALIGNF

PLABREMREINFFPLABREMSTUBFPLABROCKCHIPF

PLABROCKCOLARFPLABSAWOFFF

PLABTEMPPOLEFPLLABHANDDIGLFPLLABHANDDIGSFPLLABHANDSETLFPLLABHANDSETSF

PLLABINSPFPLLABREALIGNF

PLLABROCKCHIPFPLLABSAWOFFF

POLETREATFUGLABFLAGMANF

11

201918171615141312

10987654321

LABOR ONLY COMPATIBLE UNITS FOR POLES

CATALOG

-

DESCRIPTION

-------------------

1

111111111

1

11

1

11

1111

1

111111111

QTY

1

11

1

11

1111

PERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

24

3231302928272625

232221 -

-----------

1

11111111

11

1

1

11111111

11

1

DWG.

02.02-03A12/1/10 CECCONI ELKINSGUINN

STANDARD POLE SIZING - WOOD R

0

3

2

1


COMMON STOCKED WOOD POLES

30

35

40

45

45

6

5

5

4

2

P306F

P355F

P405F

P454F

P452F

030306

030355

030405

030454

030452

HEIGHT CLASSCATALOGNUMBER

50 3 P503F 030503

55 2 P552F 03055255 1 P551F 030551

NOTES:

SELF SUPPORTING POLES:

THE USE OF SELF SUPPORTING POLES, FOR ANGLES GREATER THAN 15 DEGREES, IS STRONGLY DISCOURAGEDDUE TO THE ASSOCIATED HIGH COSTS AND AN EXTENSIVE DESIGN PROCESS TAKING UPWARDS OF SIX MONTHS.

IF ALL OTHER OPTIONS ARE EXHAUSTED AND A SELF SUPPORTING POLE IS REQUIRED, CONTACT DISTRIBUTIONSTANDARDS TO START THE DESIGN PROCESS.

DISTRIBUTION STANDARDS HAS CREATED SEVERAL QUICK REFERENCE TABLES FOR SELF SUPPORTING POLESHAVING ANGLES LESS THAN 15 DEGREES IN EFFORTS TO MINIMIZE THE DESIGN PROCESS. NOT EVERY SCENARIOWITH AN ANGLE LESS THAN 15 DEGREES FITS WITHIN THE GUIDELINES OF THESE TABLES. CONTACT

1. POLE SIZING TABLES ARE INCLUDED ON APPLICABLE TANGENT DRAWINGS IN SECTION 03.


COMPATIBLEUNIT

55 3 P553F 030553

DISTRIBUTION STANDARDS IN REFERENCE TO THE SELF SUPPORTING POLE TABLES.

DWG.

02.02-03B12/1/10 CECCONI ELKINSGUINN


0

3

2

1


RECOMMENDED ALLOWABLE WEIGHT OF ALL EQUIPMENT AT VARIOUS DISTANCES FROM TOP OF POLE

LOADS GREATER THAN 5010 LBS (THREE 167 KVA TRANSFORMERS) REQUIRE ANALYSIS USING POLEFOREMAN.LOADS GREATER THAN 3000 LBS (OR THREE 75 KVA AND LARGER TRANSFORMERS) REQUIRE 10% PLUS 4 FT POLE EMBEDMENT,

MOUNTED 12 FT. FROM THE TOP OF POLE, USE A 45C2 POLE. EMBED POLE 10% PLUS 4 FT.= 8.5 FT.EXAMPLE: 3-100 KVA TRANSFORMERS WEIGH (SEE DWG. 06.00-12) 1369 LBS. X 3= 4107 LBS.

LENGTH5

4

3

2

1

CLASS

35

5

4

3

2

1

40

4

3

2

1

H1

45

H2

3

2

150

H1

H2

3

255

1

H1

H2

2

3

1

H1

H2

60

3

1

2

H1

65

H2

4 FT.POLE

1461

POLE

1809

4285

2467

3284

1308

2434

1807

4144

1955

3206

2601

4502

7261

3524

5664

2513

5547

3376

7056

4439

3267

5476

2451

4268

2407

6717

3186

6635

5278

4136

3126

2377

4034

6410

5122

6 FT. 8 FT. 18 FT.10 FT. 12 FT. 14 FT. 16 FT. 20 FT.

1569

2187

2902

2967

3934

5112

1579

4896

2168

3804

2078

2759

5985

3734

2657

4763

7669

4685

7057

3567

5847

7432

2586

3443

2535

4493

5760

3352

4346

5541

6960

6713

2500

3283

4233

5369

1698

2363

3201

4238

5502

1697

2324

5227

3107

4067

2936

2215

5059

3971

6349

8129

2817

7849

3777

4958

6178

2733

3636

4739

6071

3530

7428

2673

4573

1855

5825

7311

2631

3452

4445

5633

7037

2577

3486

4609

5977

1834

2507

2371

3346

4374

5614

4241

3138

5395

6762

8655

4012

2995

6549

5262

8314

2894

3846

5010

6412

7836

2823

3724

4820

6134

7692

2772

3633

4673

7386

5917

2048

2841

3837

1995

5068

6566

3629

2723

4737

6074

4550

2551

3369

5781

7238

9259

3194

4276

5603

8837

6965

8288

3072

4079

5309

6789

3935

2986

8108

5088

6470

4920

2925

3828

6224

7763

4282

2292

3174

5650

7312

2983

2189

6230

3969

5174

6626

2758

3638

4909

9962

7792

5990

3420

4574

7437

9430

3270

8791

4338

5641

7208

3165

4167

8565

5383

6840

3090

4040

5188

6557

8172

6407

2609

3608

4862

8284

2425

7303

3299

4384

5709

3002

5331

3954

6758

10790

8444

7978

3678

4915

6432

10109

4628

3492

6013

7678

9354

4422

3362

5708

9069

7247

3270

6920

4271

5479

3037

8619

9601

4194

5645

7433

3695

2720

6378

4904

3292

8151

9222

4330

5835

7388

3977

11779

8603

5310

6943

10895

8210

3742

4956

6434

9992

6069

3581

4706

7700

5799

9629

3467

4524

7318

5029

9108

3646

6762

11478

8894

4204

3099

7239

5572

9243

3645

4788

6447

10169

8155

12982

5771

4326

7541

9335

11815

4028

5329

6914

8816

10720

3825

5023

6473

8207

10255

3684

4802

6151

7756

9647

(MEASURED TO TOP EQUIPMENT MOUNTING BOLT)

IF REQUIRED POLE IS NOT AVAILABLE, SEE DWG. 02.02-03C TO DETERMINE EQUIVALENT POLE.

IN THIS EXAMPLE, A 55C3 WITH 10 FT. CUT OFF THE TOP WOULD BE EQUIVALENT TO A 45C2, BASED ONTHE RULE OF THUMB STATED ON DWG. 02.02-03C.

OTHERWISE USE EMBEDMENTS SHOWN ON DWG. 02.02-08.

*

*

*

**

*

**

**

ALLOWABLE WEIGHTS ARE BASED ON CENTER OF LOAD BEING LOCATED A MAXIMUM OF 24" FROM FACE OF POLE. LOADS LOCATED GREATERTHAN 24" FROM FACE OF POLE REQUIRE ANALYSIS USING POLEFOREMAN.

IMPORTANT:

THE TABLE ABOVE SHOULD BE USED FOR GRADE C CONSTRUCTION. GRADE B CONSTRUCTION REQUIRES ANALYSIS USING POLEFOREMAN.

POLE CLASS IS AVAILABLE, BUT MUST BE SPECIAL ORDERED. CONTACT STORES AS SOON AS YOU KNOW THIS CLASS IS REQUIRED TOENSURE POLE IS AVAILABLE AT CONSTRUCTION TIME.

*

DO NOT EXCEED VALUES IN TABLE WITHOUT AN ANALYSIS USING POLEFOREMAN.


DWG.

02.02-03C11/17/10 CECCONI ELKINSGUINN


0

3

2

1


0.4310

0.4412

0.4487

0.4432

0.4286

0.4259

0.4153

0.4063

0.4058

0.3919

0.4310

0.4265

0.4231

0.4205

0.4184

0.4074

0.3983

0.3906

0.3841

0.3784

TABLE A - ANSI DIMENSIONS FOR SOUTHERN PINE POLES

CLASS

MINIMUM CIRCUMFERENCEAT TOP (INCHES)

30

40

60

45

50

55

80

65

70

75

-

46.0

54.0

48.5

50.5

59.0

52.0

55.5

60.0

57.0

H2

-

43.5

51.0

45.5

47.5

49.5

55.5

52.5

57.0

54.0

H1

36.5

41.0

49.5

43.0

45.0

46.5

52.5

48.0

54.0

51.0

1

34.0

45.0

38.5

40.5

42.0

49.0

43.5

46.5

50.5

48.0

2

32.0

42.0

36.0

37.5

39.0

40.5

46.0

47.0

43.5

45.0

3

29.5

33.5

35.0

40.5

36.5

38.0

-

39.0

-

41.5

4

27.5

31.0

-

32.5

34.0

-

-

-

-

5

-

25.0

-

28.5

30.0

-

-

-

-

-

6

-

31 29 27 1725 23 21 19

MINIMUM CIRCUMFERENCE AT 6 FEET FROM BUTT (INCHES)

35 43.5 41.5 39.0 36.5 34.0 31.5 29.0 27.0

LENGTH OF POLE (FEET)

TABLE B - TAPER FACTOR CHART FOR SOUTHERN PINE POLES

CLASS

30

40

45

50

55

60

65

70

75

80

-

H2

-

H1 1 2 3

-

-

4

-

-

-

-

-

-

5

-

-

-

-

-

-

-

6

CIRCUMFERENCE TAPER FACTOR (INCHES PER FOOT)

35

LENGTH OF POLE (FEET)0.3958

0.4138

0.4118

0.4103

0.4091

0.3980

0.3889

0.3814

0.3750

0.3696

0.3649

0.3750

0.3966

0.3971

0.3974

0.3864

0.3776

0.3704

0.3644

0.3594

0.3478

0.3446

0.3750

0.3793

0.3824

0.3718

0.3636

0.3571

0.3519

0.3475

0.3438

0.3333

0.3243

0.3542

0.3621

0.3676

0.3590

0.3523

0.3469

0.3333

0.3305

0.3203

0.3542

0.3448

0.3529

0.3462

0.3409

0.3333

0.3448

0.3382

0.3333

THE TABLES ABOVE PROVIDE INFORMATION NEEDED TO DETERMINE POLE EQUIVALENCY. TO BE EQUIVALENT POLES MUST HAVE AT LEASTTHE SAME CIRCUMFERENCE AT THE GROUND LINE AND AT THE TOP.

THIS RULE CAN ONLY BE USED ON POLES LOCATED ABOVE THE BOLD LINE SHOWN IN THE TABLES ABOVE.

FOR POLES THAT DO NOT FOLLOW THE RULE OF THUMB, A QUICK CHECK CAN BE PERFORMED. SEE EXAMPLE BELOW.

FIRST CHECK THE CIRCUMFERENCE AT 6 FT. FROM THE BUTT SHOWN IN TABLE A. THE 65C1 IS 49.5", 80C2 IS 50.5" AND THE 75C2 IS49". THE 85C3 WILL BE TOO SMALL EVEN AT 6 FT. FROM THE BUTT. TO BE ABSOLUTELY ACCURATE, YOU WOULD NEED TO CHECK THECIRCUMFERENCE AT THE GROUND LINE RATHER THAN AT 6 FT. FROM THE BUTT. HOWEVER, IN THIS CASE, IT IS OBVIOUS THAT THEGROUNDLINE CIRCUMFERENCE OF THE 80C2 IS GREATER THAN THE 65C1.

NEXT COMPARE THE TOP CIRCUMFERENCES OF THE 2 POLES. THE 65C1 REQUIRES A 27" TOP CIRCUMFERENCE (SEE TABLE A) NOWCHECK THE CIRCUMFERENCE OF THE 80C2 AT 15 FT. FROM THE TOP (15 FT. CUT OFF TO MAKE IT A 65 FT. POLE).

THE TOP CIRCUMFERENCE OF A 80C2 IS 25" (SEE TABLE A) AND THE TAPER FACTOR (SEE TABLE B) IS .3446" PER FT.25 INCHES + (.3446 INCHES PER FT. X 15 FT.)=25"+5.17"= 30.16". THIS EXCEEDS THE REQUIREMENTS OF A 65C1.

EXAMPLE: WE NEED A 65C1 POLE BUT ONLY HAVE A 80C2 AND AN 75C2, WHICH IS ACCEPTABLE?

RULE OF THUMB FOR DETERMINING EQUIVALENCY : TEN FEET CAN BE CUT OFF THE TOP OF A POLE TO INCREASE THE CLASS BY 1.

ALL POLES WHICH HAVE THEIR TOPS CUT OFF SHOULD BE CAPPED USING POLE CAP ( CN 9220132559) IF THEY ARE TO REMAIN IN SERVICE.


11/17/10 CECCONI ELKINSGUINN

LOADING CRITERIA FOR

EQUIPMENT PLATFORMS0

3

2

1


2 POLE PLATFORM WITH 795 DOUBLE CIRCUIT, 200 FT MAX SPANAND MAXIMUM EQUIPMENT LOAD OF 13,500 LBS.

3 POLE PLATFORM WITH 795 DOUBLE CIRCUIT, 200 FT MAX SPANAND MAXIMUM EQUIPMENT LOAD OF 18,000 LBS.

A A

A AB

16 FT. PLATFORM

16 FT. PLATFORM

2 POLE PLATFORM DESIGNPLATFORM HEIGHTABOVE GROUND

A(OUTSIDE POLES)

21' - 25'16' - 20'

<15'

55C1 OR 50C150C2 OR 45C2

45C3

3 POLE PLATFORM DESIGNPLATFORM HEIGHTABOVE GROUND

A(OUTSIDE POLES)

B(CENTER STUB)

55C2 OR 50C250C3 OR 45C3

45C3

21' - 25'16' - 20'

<15'

55C1 OR 50C150C2 OR 45C2

45C3


NOTES:

1. FOR INSTALLATIONS THAT EXCEED THE DESIGN CONDITIONS ABOVE, CONTACT DISTRIBUTION STANDARDS.2. ALL PLATFORM POLES ARE TO BE EMBEDDED AT A DEPTH OF 10% THE POLE LENGTH PLUS 4 FT.3. THIS DRAWING IS TO BE USED FOR POLE SIZING AND EMBEDMENT ONLY. SEE SPECIFIC EQUIPMENT (REGULATORS,

TRANSFORMERS) INSTALLATION DRAWINGS FOR ADDITIONAL DETAILS.4. FOR REGULATOR INSTALLATIONS, SEE DWG. 07.10-05 FOR SPECIFIC REGULATOR WEIGHTS.5. FOR TRANSFORMER INSTALLATIONS, SEE DWG. 06.00-12 FOR SPECIFIC TRANSFORMER WEIGHTS.

25FT. MAXIMUMBOTTOM OF PLATFORM

ABOVE GROUND

25FT. MAXIMUMBOTTOM OF PLATFORM

ABOVE GROUND

02.02-03D

DEF

X

DEPDEMDEC7/15/14 SIMMONS ADCOCKGUINN

DWG.

02.02-04

POLE TOPPING, CAPPING, AND SAWING

CLASSIFICATION

POLE SHALL BE FREE OF EXCESSIVE AMOUNTS OF THE FOLLOWING DEFECTS:

A. ROTB. WEATHER CRACKSC. BREAKSD. SPLINTER WOODE. HOLES

FINAL DETERMINATION SHOULD BE MADE BY THE CONSTRUCTION PERSONNEL AT THE TIME THE POLE IS TOBE REUSED, BASED ON THE OVERALL CONDITION OF THE POLE AND THE TYPE OF APPLICATION FOR USE ATTHE TIME THE POLE IS TO BE INSTALLED.

RECLAIMED CCA POLES CAN BE REUSED FOR MOST ALL APPLICATIONS DEPENDING ON POLE CONDITION. THE LIFE OF A CCA POLE IS EXPECTED TO EXTEND BEYOND THAT OF PENTA OR CREOSOTE IN TERMS OFPRESERVATIVE RETENTION.

1. IN GENERAL, RECLAIMED POLES CAN BE USED ON FUSED TAP/BRANCH LINES, STREET LIGHTINSTALLATIONS, GUY STUBS, TANGENT POLES, AND OTHER SIMILAR INSTALLATIONS.

2. RECLAIMED POLES SHOULD NOT BE USED FOR FEEDERS.

3. RECLAIMED POLES WITH BAD TOPS SHOULD BE CUT BACK TO A SIZE THAT CAN BE RECLASSIFIED ANDREUSED.

CCA POLES SHOULD NOT BE SAWED OFF FOR CONDUCTOR TRANSFERS, FOREIGN ATTACHMENTS, ETC., UNLESS NECESSARY.

CCA OR CREOSOTE POLES WHICH REQUIRE SAWING SHALL BE SAWED OFF NO LESS THAN 25' ABOVE THEGROUND LINE. POLES WHICH HAVE BEEN SAWED OFF 25' ABOVE THE GROUND LINE, MAY BE LATER USEDAS 30' AREA LIGHT AND SECONDARY LIFT POLES.

APPLICATION GUIDE FOR REUSE OF WOOD DISTRIBUTION POLES

TYPES OF USE

ALL CCA DISTRIBUTION POLES REMOVED FROM SERVICE WILL USUALLY BE CANDIDATES FOR REUSE. AGE

SOUNDNESS AND CLASSIFICATION FOR REUSE OF ALL POLES WILL BE THE RESPONSIBILITY OF FIELDIS NOT A MAJOR FACTOR IN DETERMINING THE REUSE OF CCA POLES. A CAREFUL INSPECTION AS TO THE

CONSTRUCTION PERSONNEL.

11/17/10 GUINNCECCONI ELKINS

DISTRIBUTION LINE POLE MAINTENANCE R

1

0

3

2


PAINTING OF DISTRIBUTION LINE POLES IS NOT PERMITTED.

POLE PAINTING

THEY ARE TO REMAIN IN SERVICE.ALL POLES WHICH HAVE THEIR TOPS CUT OFF SHOULD BE CAPPED USING POLE CAP ( CN 9220132559) IF

10/4/12 BURLISON ADCOCK

DWG.

02.02-06

PILASTER POLE INSTALLATION

THE MAIN PURPOSE OF THE SLAG IS TO PROVIDE AN INSULATING LAYER TO PROTECT PERSONNEL FROMHARMFUL STEP AND TOUCH POTENTIALS DURING SYSTEM FAULTS. OTHER REASONS ARE WEED CONTROL, WATER DRAINAGE, AND FIRE CONTROL (OR CONTAINMENT). IN ORDER TO MAINTAIN ITS INSULATING CHARACTERISTICS THE SLAG SHOULD REMAIN AS DIRT FREE AS POSSIBLE.

AT PILASTER POLE LOCATIONS, PROCEED AS FOLLOWS:

1. REMOVE TOP LAYER OF CLEAN SLAG FROM AN AREA WIDER THAN THE EXPECTED DIRT SPRAY RADIUS OFTHE AUGER BIT. THE SLAG IS TO BE REMOVED TO WITHIN ONE INCH OF THE DIRT GRADE BY SHOVELING AND/OR RAKING BACK THE REQUIRED DISTANCE. DO NOT ALLOW DIRTY SLAG TO MIX WITH CLEAN SLAG.

2. PLACE A TARP OR HEAVY DUTY (4-6 MILS) POLYETHYLENE FILM (VISQUEEN) MATERIAL AT A SUITABLE LOCATION AND PLACE THE REMAINING ONE INCH OF DIRTY SLAG ON IT.

3. SET PALISTER/POLE, BACKFILL, AND COMPACT.

4. EXCESS SOIL SHOULD BE SPREAD AT SUBSTATION SITE.

5. SPREAD DIRTY SLAG EVENLY OVER AREA.

6. SPREAD CLEAN SLAG OVER AREA AND RAKE TO MATCH EXISTING SLAG GRADE.

ALL SOIL EXCAVATED MUST REMAIN ON SUBSTATION SITE.

SEE UNDERGROUND SECTION FOR ADDITIONAL INFORMATION ON PILASTER POLE INSTALLATIONS


PILASTER AND CONCRETE POLE CONSTRUCTION

CONCRETE POLE CONSTRUCTION

1. ALL HARDWARE AND EQUIPMENT SHOULD BE GROUNDED ON CONRETE POLES.

2. SPRING WASHERS ARE NOT REQUIRED HARDWARE ON CONCRETE POLES.

3. FLAT WASHERS ARE USED IN PLACE OF CURVED WASHERS ON CONCRETE POLES.

4. USE 35KV POST INSULATORS ON CONCRETE POLES.

R

0

3

2

1


7. SEE DWG. 02.02-07 FOR BONDING/GROUNDING CONNECTION TO CONCRETE AND STEEL POLES.


*

*

*

DWG.

02.02-0711/11/10 CECCONI GUINN ELKINS

EQUIPMENT HARDWARE GROUNDS R

0

3

2

1


EQUIPMENT HARDWARE GROUND(ALL HARDWARE)

2/14/11 BURLISON BURLISON ELKINS


5/8" BOLTSQUARE HEAD

WASHERBONDING CLAMPCN 9220245313

SQUARE NUT

#4 BC GROUNDINGWIRE

BONDING CLAMPCN 9220245313

NOTES: 1. MINIMUM SIZE FOR BONDING CONDUCTOR IS #4.

DWG.

02.02-08

TYPE 0CLASS/TYPE IN

4550

4035

LENGTH (FT)

35

1830

15 457

WEIGHTS (LBS) OF CONCRETE DISTRIBUTION POLES

TYPE IITYPE I TYPE IV

WEIGHTS CCA DISTRIBUTION POLES 0.6 LB. BY ASSAY

70 5040

LENGTH

STR. (LBS.)BREAKING

CLASS

30

65605550454035

(FT.)

4692

XXXX

CCA

1395

2820326537654380

242520551710

4500

CCA

4125 3430 2980 2715

1180

280032103645

2415

1465

20851770

3700

CCA

1005

240027403070

2100

1260

18151530

3000

CCA

855

211023852680

1840

1095

15751330

2400

CCA

720

187521302440

1630

94011551390

1900

CCA

600

17051965

1450

81010051215

1500

CCA

495

1275

8801065

705

1200

CCA

AVERAGE FIGURES AND VARIATIONS MUST BE ACCEPTEDAVERAGE LOAD AT 2' FROM TOP THAT WILL BREAK POLE


POLE PROPERTIES AND STANDARD BURIAL DEPTH R

55

13501860

1100

317339615270

TYPE III

69138383

*****

***

**

0

3

2

1


4400


SEE TRANSMISSIONS SPEC.

65'

OTHER

75'

70'

50'

60'

55'

40'

35'

45'

30'

9'-6"8'-6"

9'-6"

9'-0"

10'-6"

10'-0"

7'-0"

8'-0"

7'-6"

6'-0"

6'-0"

6'-6"

5'-6"

8'-0"

9'-0"

8'-6"

6'-6"

6'-0"

6'-0"

5'-6"

4'-6"

4'-6"

4'-6"

3'-6"

3'-6"

4'-0"

4'-0"

3'-6"

4'-0"

4'-0"

SOLID ROCKPOLE LENGTH SAND OR MARSHCLAY

H-1 1 2 3 4 5 6 7H-2

34263933

38484472

BACKFILL SOLID ROCK HOLES WITH POLE SETTING FOAM (CU PFSETKITF)

XXXX

CCA

PTCF6-86

SPSK .65-40

MARKING AND CODE LETTERS: PER ANSI 05.1 LATEST REVISION (PARAGRAPH 7.5)

F6-86

SPSK .6

5-40

PTC

POLE CLASS AND LENGTH

SOUTHERN PINE CCA, .6 LBS RETENTION

POLE TREATING COMPANY I.D.

DESCRIPTION

SEE CHART

SEE NOTE 1

SEE NOTE 2

SEE NOTE 3

CODE

STANDARD FRAMING AND BRANDING

FOR DISTRIBUTION CCA POLES

SEE NOTE 4

0

3

2

1


DUKE

DUKE DUKE ENERGY

PLANT LOCATION (F), MONTH (6) AND YEAR (86) OF TREATMENT

NOTES:

1. PRETREATMENT INSPECTION STAMP, LENGTH, AND CLASS STAMPED IN TOP.

2. ROOF OF POLE SHALL BE FLAT CUT WITH NO SLANT. THERE SHALL BE NO PRE-DRILLED HOLES OR SLAB GAIN.

3. POST TREATMENT INSPECTION STAMP AND METAL TAG SHOWING LENGTH AND CLASS.

4. DUKE ENERGY COMPLIES WITH ANSI O5.1 WHICH REQUIRES THE BIRTHMARK TO BE LOCATED (±2") 10 FEET FROM THE BUTT FOR POLES 50 FOOT AND BELOW AND 14 FEET


FOR POLES 55 FOOT AND ABOVE.

02.02-10

DEF

X

DEP

X

DEMDEC

7/17/14 GUINNGUINN ADCOCK

18"

12"

30"

DIRECTION

METHOD OF BRACING IN LOOSE SOIL CONDITIONS

OF PULL

BOG SHOES SHOULD BE USED IN SOFT OR SWAMPY GROUNDWHERE POLES MIGHT SETTLE EXCESSIVELY. SHOES ARE MADEOF 6' SECTIONS OF OLD CREOSOTED OR SIMILARLY TREATEDWOOD POLES SECURELY FASTENED TO THE POLE AS SHOWN.POLE MUST BE GUYED AS SPECIFIED BY ENGINEER.

INSTALLATION OF BOG SHOES

DWG.

02.02-16

POLE BRACING R

1 ANCPBOGF

BILL OF MATERIALS

CATALOG

011376 BOLT, DOUBLE ARMING, 7/8" X 26", ST, GALV.

DESCRIPTION

2

QTY

2

PERCU

NUMBERMACRO UNIT

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

-

1

013208 WASHER, LOCK, 7/8", STEEL, GALV., SPRING4013236 WASHER, ROUND, 7/8", GALV.4

BACKFILL WITH POLESTRAIGHTENING FOAM

0

3

2

CU PFSTRAIGHTKITF

1



SEE NOTE 1PLANKS (CU ANCPPLANKF)

IN PLACE OF THE PLANKS.

ADDED STABILITY IN UNDESIRABLE SOIL CONDITIONS TO PREVENT THE POLE FROM LEANING. THESE KITSARE USED PRIMARILY TO STRAIGHTEN EXISTING LEANING POLES.

3.TO INSTALL, MIX COMPOUNDS TOGETHER IN BUCKET USING THE PROVIDED MIXER FOR THE AMOUNT OFTIME SPECIFIED IN THE INSTRUCTIONS. WITH THE POLE IN THE DESIRED POSITION, POUR THE POLY-SETON THE POLE APPROX. 6 TO 10 INCHES ABOVE THE GROUNDLINE AND LET RUN DOWN THE POLE. THEPOLY-SET WILL HARDEN AND THE POLE MAY BE RELEASED IN AS LITTLE AS 15 MINUTES UNDER NORMALCONDITIONS. MORE DETAILED INSTRUCTIONS ARE PROVIDED WITH EACH KIT.

POLE STRAIGHTENING FOAM KIT

POLE

KIT (2 CU. FT.). SEENOTES.

DIRECTION OF LEAN

NOTES:

1. USE PLANKS (CU ANCPPLANKF) AS SHOWN FOR ADDED STABILITY IN UNDESIRABLE SOIL CONDITIONS TOPREVENT THE POLE FROM LEANING. POLE SETTING FOAM KITS ( CU PFSETKITF) (6 CUBIC FT) MAY BE USED

2.POLE STRAIGHTENING KITS ( CU PFSTRAIGHTKITF) (2 CUBIC FT) MAY BE USED IN PLACE OF CONCRETE FOR

DWG.

02.02-22

1. IDENTIFY POLE WITH ONE 7 DIGIT EQUIPMENT ID NUMBER ASSIGNED BY GIS.

2. SOLID BLADE SWITCH POLES - ALPHA PREFIX IS NO LONGERREQUIRED ON NEW INSTALLATIONS. IDENTIFY WITH 7 DIGITEQUIPMENT ID NUMBER ASSIGNED BY GIS.

3. TRANSFORMER BANKS - ASSIGNED THE SAME 7 DIGIT NUMBEREQUIPMENT ID AS THE POLE IN THE GIS. NO ADDITIONALTAGGING IS REQUIRED.

4. UNDERGROUND FUSED FEEDS ON POLE - ASSIGN THE SAME 7DIGIT EQUIPMENT ID NUMBER AS THE POLE

5. SWITCHABLE DEVICES - ASSIGN THE SAME EQUIPMENT IDNUMBER AS THE POLE TO FUSES, RECLOSERS ANDSECTIONALIZERS.

7. INSTALL TAGS ON ROAD SIDE OF POLE

NOTES:

WOOD

CONCRETE

FIBERGLASSATTACH WITH ADHESIVE

USE TWO ROOFING TYPE NAILS

APPLY ADHESIVE

TYPE DESCRIPTION

*TAG MAY BE PAINTED TO MATCH POLE


CN 152240

CN 015171

POLE NUMBERS AND LABELS

6' MIN.

7/8"

1-9/16"

15/16"

11-1/2"

1-9/16"

2-1/2"

1-5/8"

21-1/2"

0

3

2

1


6. ON POLES WITH SWITCHES, DRIVE A 3 INCH STAPLE INTO THEPOLE JUST BELOW THE EQUIPMENT ID NUMBER. LEAVE ONLY ASMALL GAP BETWEEN STAPLE AND POLE, LARGE ENOUGH TOPUT A ZIP TIE THROUGH. ON A CONCRETE POLE INSTALL ABAND AROUND THE POLE JUST BELOW THE SWITCH TAG. THISWILL BE THE DESIGNATED LOCATION FOR HANGING TAGSREQUIRED BY SWITCHING AND TAGGING.

A

A

FRONT VIEW

SECTION A-A

IF APPLICABLECAUTION SIGN

SEE NOTE 63" STAPLE

TAGEQUIPMENT ID

POLES WITH SWITCHES POLES WITHOUT SWITCHES(DISCONNECTS, SOLID BLADE CUTOUTS)


CN 443604TAG HOLDER

TAG BLACK WITHYELLOW BACKGROUND

TAG BLACK WITHYELLOW BACKGROUND

CN 443602TAG HOLDER

CN 152240

8. TRANSFERING OF EXISTING POLE NUMBERS AND 14 DIGIT GRIDNUMBERS RELATED TO POLE EQUIPMENT CHANGEOUTS - DO NOTTRANSFER EXISTING POLE NUMBERS AND/OR 14 DIGIT GRIDNUMBERS UNLESS THE ADJACENT EQUIPMENT CONTAINS CABLETAGS/LABELS THAT CANNOT BE UPDATED.

3-PHASE AND 1-PHASE TERMINAL POLE FUSES WILL BE

IF TWO UG FEEDS OF SAME PHASE ARE ON POLE THEN ONEIDENTIFIED BY THE POLE EQUIPMENT ID AND PHASES.

WILL BE DESIGNATED AS POSITION 1 AND THE OTHER ASPOSITION 2.

7/9/13 GUINNDANNA ADCOCK


GUYING - GENERAL CONSTRUCTION NOTES0

3

2

1


10. GUY INSULATORS MUST BE LOCATED TO ENSURE A MINIMUM OF 8" CLEARANCE EXISTS FOR 12 KV AND 12"CLEARANCE EXISTS FOR 25 KV FROM THE GUY INSULATOR TO THE PRIMARY VOLTAGE ENERGIZED CONDUCTOROR PART.

PROCEDURES:

1. GUYING SHOULD BE DONE IN ACCORDANCE WITH THE WORK ORDER INSTRUCTIONS TO ASSURE COMPLIANCEWITH STRENGTH REQUIREMENTS AND CONSTRUCTION STANDARDS. CHOOSE GUY STRAIN INSULATORSBASED ON GUY WIRE SIZE AND REQUIRED CLEARANCE. IF FIELD CONDITIONS PROHIBIT BUILDING IN

WIRES. USE SPAN TABLES ( DWGS. 02.04-32, 02.04-34, 02.04-36, 02.04-44, 02.04-46 AND 02.04-48 TO

NOTES:

1. GUYS AND ANCHORS SHOULD BE INSTALLED PRIOR TO THE INSTALLATION OF CONDUCTORS.

2. GUYS SHOULD BE BONDED TO THE SYSTEM NEUTRAL EXCEPT IN HIGHLY CORROSIVE AREAS. SEE COASTAL

4. CUT END OFF GUY STRAND AS CLOSE AS BOLT CUTTERS WILL PERMIT. END OF GUYSTRAND MUST NOTPROTRUDE OUTSIDE OF TRAFFIC GUARD. ALL DOWN GUYS SHALL HAVE TRAFFIC GUARDS INSTALLED.

5. AVOID USING PLIERS TO WRAP THE LAST FEW STRANDS OF A GUY GRIP. SPLIT THE STRANDS AND WRAP BYHAND OR USE A SCREWDRIVER FOR LEVERAGE.

3. CONCRETE POLE GUYING - SEE GUYING ATTACHMENT DWG. 02.04-06.

2. REFER TO SECTION 3, OVERHEAD PRIMARY CONSTRUCTION, TO SEE THE EXACT NUMBER AND POSITION GUY

SECTION 12.

GUY INSULATOR INSTALLATIONS:

DETERMINE TENSION IN GUY WIRE BASED ON DIFFERENT LEAD TO HEIGHT RATIOS FOR EACH CONDUCTOR.

1. ALL GUYS ABOVE THE NEUTRAL POSITION MUST HAVE A GUY INSULATOR OF SUFFICIENT LENGTH TO PREVENTTHE TRANSFER OF VOLTAGE TO THE BOTTOM OF THE DOWN GUY IN CASE THE DOWN GUY SAGS DOWN INTOA BARE ENERGIZED CONDUCTOR OR AN ENERGIZED BARE CONDUCTOR SAGS DOWN INTO THE DOWN GUY.BARE ENERGIZED CONDUCTOR INCLUDES OPEN WIRE SECONDARY. TRIPLEX CABLE AND BARE NEUTRALS ARE

2. THE INSULATOR SHALL EXTEND 24 INCHES BELOW ANY SUCH BARE ENERGIZED CONDUCTOR OR PART.

3. ALL GUYS SHALL BE BONDED TO THE SYSTEM NEUTRAL (EXCEPTION IS MADE IN COASTAL AREAS TO PREVENTCORROSION, SEE COASTAL SECTION FOR MORE INFORMATION).

4. BONDING CONDUCTOR SHALL BE #4 SD AL (#6 SD BC ACCEPTABLE ON EXISTING GUYS).

5. TPX/QPX CONDUCTORS ARE NOT CONSIDERED BARE ENERGIZED CONDUCTORS.

6. OPEN WIRE SECONDARIES ARE CONSIDERED BARE ENERGIZED CONDUCTORS. GUYED OPEN WIRE SECONDARY

7. THE NEUTRAL IS NOT CONSIDERED A BARE ENERGIZED CONDUCTOR FOR THE APPLICATION OF GUY

8. THE PRIMARY AND SECONDARY BUSHINGS OF A TRANSFORMER ARE BARE ENERGIZED PARTS.

9. AN UNDERGROUND PRIMARY CABLE TERMINATOR IS CONSIDERED A BARE ENERGIZED CONDUCTOR TO THE

INSULATORS.

BOTTOM OF THE TERMINATOR.

REQUIRES A GUY INSULATOR.

6/10/11 BURLISONDANNA ELKINS

NOT CONSIDERED BARE ENERGIZED CONDUCTOR AND DO NOT REQUIRE THE DOWN GUY TO EXTEND 2 FEETBELOW THEIR ATTACHMENT POINT.

1/5/16 BURLISONLOOSIER ADCOCK

02.04-02

DEF

X

DEPDEMDEC

ACCORDANCE TO WORK ORDER, DESIGNER SHALL BE CONSULTED.

(SEE NOTE 5)

"H"

"L"

"X"

#4 SD AL

SEE NOTE 1

SEE NOTE 3

SEE NOTE 6

DWG.

02.04-04

GUY ATTACHMENT

WASHER & NUT

BOLT HEAD

GUY5/16"

5/8"

7/16"GUY

BOLT SIZE

3/4"

SEE CHART

NOTES:

1. ENGINEER TO INSTALL STAKE AT POINT WHERE ANCHOR ROD ENTERS THE GROUND "L" TO BE 2/3 OF "H" UNLESS STAKED OTHERWISEAND NOTED ON WORK ORDER.

2. ALL UNINSULATED ANCHOR GUYS MUST BE GROUNDED TO THE COMMON NEUTRAL.3. INSTALL GUY MARKERS ON ALL DOWN GUYS REGARDLESS OF LOCATION.4. IF GUYS ARE INSTALLED DIFFERENTLY THAN ABOVE, MAINTAIN A MINIMUM OF 4" AND A MAXIMUM OF 12" BETWEEN WIRE ATTACHMENT

POINT AND GUY ATTACHMENT POINT.5. IF GUY CROSSES SIDEWALK, IT MUST BE A MINIMUM OF 9.5 FEET ABOVE ALL PARTS OF THE SIDEWALK. USE SIDEWALK GUY IF

NECESSARY. AVOID PLACING DOWN GUYS WHERE VEHICLES ARE LIKELY TO CROSS BETWEEN THE POLE AND THE ANCHOR. USE A

6. ALL GUYS ABOVE NEUTRAL POSITION MUST HAVE A GUY INSULATOR (LINK) OF SUFFICIENT LENGTH TO EXTEND BEYOND THE LOWEST

SEE DETAIL 'A'

DETAIL 'A'

GUYING - CONSTRUCTION

BARE ENERGIZED COMPONENT BY 24".

R

0

2

1


4"

4"

WASHER SIZE

FLAT2-1/4"3"

CURVED

3


5"

STUB POLE AND SPAN GUY IN SUCH CASES.

CN 200306

GUY TAIL

NEUTRAL TAIL

72"

1 GUYGUARDF

BILL OF MATERIALS

CATALOG

152171 MARKER, GUY, 8', POLY, 1.5" OD, YELLOW

DESCRIPTION

1

QTY

1

PERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

1

2/14/11 BURLISONBURLISON ELKINS

11/21/11 ROBESON

INSTALL GUYMARKERS ON ALLDOWN GUYS

BURLISON ELKINS


NOTES:

MACHINE BOLTVARIES BY WIRESIZE

OVAL-EYENUT

SQUARENUT

WASHER

STUB POLE GUY ATTACHMENT

CONCRETE POLESPAN OR DOWN GUY ATTACHMENT-

DWG.

02.04-06

GUY GRIP DEADEND - CUT GUY STRAND AS

TRIPLE-EYE SCREW ANCHOR

CLOSE AS POSSIBLE TO "V" OF GRIP

FACTORY FORMED GUY GRIP

SPAN GUY

GUY WIRE

1. INSERT MACHINE BOLT WITH THREADED END OF BOLTON SPAN GUY SIDE OF POLE.

2. ADDITIONAL SPAN GUYS ARE 12" APART.

DOWN GUY

SPAN GUY


PRIMARY

NEUTRAL

GUYING ATTACHMENTS

BOLTHEADGUY INSULATOR

12"

6"

GUY TAIL OR#4 AL

BOND MULTIPLE GUYSTOGETHER WITH #4 AL

GUY TAIL OR#4 AL

IF A SPAN GUY IS RAN TOTHE PRIMARY POLE NEUTRALPOSITION, IT SHOULD BEBONDED TO SYSTEM NEUTRAL.

0

3

2

1


4"

WITH #4 ALBOND


3. SEE SECTION 01 FOR ADDITIONAL GROUNDING DETAILS.

6/13/13 DANNA ADCOCK

(CLOSER TO PRIMARY SIDETHAN STUB POLE SIDE)

9/13/13 DANNA ADCOCK

SPAN GUY OR DOWN GUYATTACHMENT POINT

4. LAG SCREW NOT REQUIRED IN SPAN GUY APPLICATIONS.


DWG.

1

02.04-10

2

3

0 11/17/10 GUINNCECCONI ELKINS

GUY STRAND, GUY GRIPS AND GUY SPLICES R

115737

115761

120315

210504 (500 FT. COILS)

152160

210206 (REELS)

152162

115737

115761

10053502

GUY STRAND CN

GUY GRIP COLOR CODE

78" INSULATOR

120" INSULATOR

GUY WIRE

GUY SPLICE

GUY GRIP

BLACK

FBGL78F

FBGL120F

7200

GUY WIRE HOLDING STRENGTH (POUNDS) - SEE NOTE 1

5/16 HIGH STRENGTH GUY WIRE

15,000

CATALOG NUMBERCOMPATIBLE UNIT

GREEN

7/16 UTILITIES GRADE GUY WIRE

CATALOG NUMBERCOMPATIBLE UNIT

NOTES:

1. RATING OF 5/16 IS 90% OF RATED BREAKING STRENGTH PER NESC. RATING OF 7/16 IS LIMITED TO

2. USE GUY STRAIN INSULATORS (STICKS) RATED AT 15,000 LBS. FOR ALL GUYS.

15,000 LBS DUE TO USE OF 15,000 LB GUY INSULATORS.

FBGL78F

FBGL120F

GUYWIRE516F GUYWIRE716F

02.04-12ADWG.11/4/10 GUINNCECCONI ELKINS

MACRO UNITS FOR GUY INSTALLATIONS R

0


1

2

3

GUYD516FFBGL78F

BILL OF MATERIALS

GUY DOWN 5/16 HSFIBERGLASS GUY LINK 15 M 78"

DESCRIPTION

12

MACRO UNIT

G57T5BFM

COMPATIBLEUNIT

QTYREQ'D

DESCRIPTION

GUY MU 5/16 78" TOP 5/16 BOT

G77T5BFM GUY MU 7/16 78" TOP 5/16 BOT

ITEMNO

13

3

GUYD516FFBGL78F

BILL OF MATERIALS


DESCRIPTION

23

MACRO UNITCOMPATIBLE

UNITQTY

REQ'DDESCRIPTION

ITEMNO

13

78" MID 5/16 78" BOTG51T57M57BFM

GUY MU 5/16 120" TOP 5/16

G71T77M57BFMGUY MU 7/16 120" TOP 7/16

GUYD716FFBGL120F

BILL OF MATERIALS


DESCRIPTION

21


UNITQTY

REQ'DDESCRIPTION

ITEMNO

24

GUY MU 7/16 120" + 120"

GUY MU 7/16 120" + 78"

GUY MU 7/16 78" + 78"

3

2

3

FBGL120F FIBERGLASS GUY LINK 15 M 120"14

4

G711FM

G717FM

G777FM

GUYD716FFBGL78F

GUYD516F

321

111

FIBERGLASS GUY LINK 15 M 78"

GUY DOWN 5/16 HSGUY DOWN 7/16 HS

78" MID 5/16 78" BOTGUYD716F GUY DOWN 7/16 HS2

1

FBGL120F FIBERGLASS GUY LINK 15 M 120"13 FBGL78F FIBERGLASS GUY LINK 15 M 78"24

GUYD516F GUY DOWN 5/16 HS12

GUYD716F

FBGL120FFBGL78F

GUYD716FFBGL78F



GUY DOWN 7/16 HS

GUY DOWN 7/16 HS

2

423

3FIBERGLASS GUY LINK 15 M 120"

1

11

12

GUYD516FFBGL78F

BILL OF MATERIALS


DESCRIPTION

23


UNITQTY

REQ'DDESCRIPTION

ITEMNO

13

G57T57M5BFM

G51T57M5BFM

G51T57M57BFM

G77T77M5BFM

G71T77M5BFM

78" MID 5/16 BOT

3

GUY MU 5/16 78" TOP 5/16

GUY MU 5/16 120" TOP 5/16

GUY MU 5/16 120" TOP 5/16

GUY MU 7/16 78" TOP 7/16

78" MID 5/16 BOT

78" MID 5/16 BOT


FBGL120F FIBERGLASS GUY LINK 15 M 120"14FBGL78F FIBERGLASS GUY LINK 15 M 78"13

78" MID 5/16 BOT



78" MID 5/16 BOTGUYD716F GUY DOWN 7/16 HS2

1



3

GUY MU 7/16 120" TOP 7/16 GUYD716F GUY DOWN 7/16 HS21



3 4OR

4OR

1

1 2OR

1

1 2OR

1 2OR

1

9 ANSS3HB1553EX5F

FBGL120F4 8 ANSS2HA1553EX5F

ANPI83353EF7

ANRS101283EF6

ANRS81553EF5GUYD516F1 FBGL78F3

GUYD716F2

COMPATIBLE UNIT KEY

THESE SINGLE DOWN GUYS CONTAIN 1 GUY GUARD ( CU GUYGUARDF)

ALL MACROS ON DWGS. 02.04-12A, 02.04-12B AND 02.04-12C CONTAIN 2 GUY GUARDS UNLESS NOTED.SEE ADDITIONAL GUYING REQUIREMENTS ON DWG. 02.04-04, NOTE 3.

02.04-12BDWG.11/4/10 GUINNCECCONI ELKINS


0


1

2

3

1

3

1

3

1

3

2

3

8

9

GUYD516FFBGL78F


DESCRIPTION

23

MACRO UNIT

G57T57M5B2HFM

COMPATIBLEUNIT

QTYREQ'D

DESCRIPTION

G51T57M5B2HFMGUY MU 5/16 120I TOP 5/16

ITEMNO

13

ANSS2HA1553EX5FANCHOR SQ-SHFT SCRW 2-HLX

18

GUY MU 5/16 78I TOP 5/1678I MID 5/16 BOT SS 2H

8"10" 1.5" 5' TPL EYE & 5FT EXT



GUYD516F

FBGL120F

GUY DOWN 5/16 HS


DESCRIPTION

1

3

MACRO UNIT

G51T57M57B2HFM

COMPATIBLEUNIT

QTYREQ'D

DESCRIPTION


ITEMNO

1

4


18

GUY MU 5/16 120I TOP 5/1678I MID 5/16 78I BOT SS 2H

8"10" 1.5" 5' TPL EYE & 5FT EXT


4

GUYD716FFBGL120F


DESCRIPTION

21

MACRO UNIT

G7112HFM

COMPATIBLEUNIT

QTYREQ'D

DESCRIPTION

G7172HFM GUY MU 7/16 120I+78I SS 2H

ITEMNO

24


1GUY MU 7/16 120I+120I SS 2H

8"10" 1.5" 5' TPL EYE & 5FT EXT8

G7772HFM GUY MU 7/16 78I+78I SS 2H

ANSS2HA1553EX5F78I MID 5/16 BOT SS 2H



8 1

4ANCHOR SQ-SHFT SCRW 2-HLX8"10" 1.5" 5' TPL EYE & 5FT EXT

78I MID 5/16 BOT SS 3HANSS3HB1553EX5F




19ANCHOR SQ-SHFT SCRW 3-HLX8"10"12" 1.5" 5' TPL EYE w/5FT EXT

78I MID 5/16 BOT SS 3H



2FBGL78F FIBERGLASS GUY LINK 15 M 78"1

43


ANSS3HB1553EX5F 19ANCHOR SQ-SHFT SCRW 3-HLX8"10"12" 1.5" 5' TPL EYE w/5FT EXT

78I MID 5/16 78I BOT SS 3H




ANSS3HB1553EX5F 19ANCHOR SQ-SHFT SCRW 3-HLX8"10"12" 1.5" 5' TPL EYE w/5FT EXT



ANSS2HA1553EX5F 18


188"10" 1.5" 5' TPL EYE & 5FT EXT

FBGL78F FIBERGLASS GUY LINK 15 M 78"23GUYD716F GUY DOWN 7/16 HS12

4

4OR

OR

2OR

2OR

2OR

6 8OR

1

OR8

3

1

9OR8

9 ANSS3HB1553EX5F


ANPI83353EF7

ANRS101283EF6


GUYD716F2

COMPATIBLE UNIT KEY

GUYD516FFBGL78F


DESCRIPTION

12

MACRO UNIT

G57T5B10FM

COMPATIBLEUNIT

QTYREQ'D

DESCRIPTION

G77T5B2HFM

ITEMNO

13

ANRS101283EFANCHOR ROUND SCREW SGL HELIX

16

GUY MU 5/16 78I TOP 5/16 BOTRDSCR 10

10" 1-1/4" 8' TPL EYE

GUYD716FFBGL78F

GUYD516F

ANSS2HA1553EX5F

GUY MU 7/16 78I TOP 5/16 BOTSS 2H

23

1

8

11

1

1


GUY DOWN 5/16 HS

ANCHOR SQ-SHFT SCRW 2-HLX8"10" 1.5" 5' TPL EYE & 5FT EXT

ANCHOR SQ-SHFT SCRW 2-HLX8"10" 1.5" 5' TPL EYE & 5FT EXT


02.04-12CDWG.11/4/10 GUINNCECCONI ELKINS


0


1

2

3

GUYD516FFBGL78F

BILL OF MATERIALS


DESCRIPTION

11

MACRO UNIT

G57T8FM

COMPATIBLEUNIT

QTYREQ'D

DESCRIPTION

GUY MU 5/16 78I TOP RDSCR 8

G77TP8FM GUY MU 7/16 78I TOP PISA 8

ITEMNO

13

1

3

GUYD516FFBGL78F

BILL OF MATERIALS


DESCRIPTION

22


UNITQTY

REQ'DDESCRIPTION

ITEMNO

13

G57T57M10FM

G51T57MP8FM

G51T57M10FM

G77T77M2HFM

G71T77M2HFM

GUY MU 5/16 78I TOP 5/16

GUY MU 5/16 120I TOP 5/16

GUY MU 5/16 120I TOP 5/16

GUY MU 7/16 78I TOP 7/16

GUY MU 7/16 120" TOP 7/16

78I MID RDSCR 10

2

3


15

5

G71T77M3HFMGUY MU 7/16 120" TOP 7/16

7


16

GUYD716FFBGL78F

GUY DOWN 7/16 HSFIBERGLASS GUY LINK 15 M 78"1

123

ANPI83353EF 17ANCHOR PWR INSTALLED SCREW SGL

78I MID PISA 8



ANPI83353EF 17

78I MID RDSCR 10




16

10" 1-1/4" 8' TPL EYE

ANCHOR PWR INSTALLED SCREWSGL HELIX 8" 3/4" 3.5' TPL EYE

10" 1-1/4" 8' TPL EYE

78I MID SS 2H

GUYD716F GUY DOWN 7/16 HS22FBGL78F FIBERGLASS GUY LINK 15 M 78"23


188"10" 1.5" 5' TPL EYE & 5FT EXT

4

878" MID SS 2H




18"10" 1.5" 5' TPL EYE & 5FT EXT

78" MID SS 3H

2 GUYD716F GUY DOWN 7/16 HS2


9 ANSS3HB1553EX5FANCHOR SQ-SHFT SCRW 3-HLX

18"10"12" 1.5" 5' TPL EYE w/5FT EXT

OR 2

OR 7

8" 1" 5.5' TPL EYE

HELIX 8" 3/4" 3.5' TPL EYE

OR 4

6

OR1

8 OR 9

3

9 ANSS3HB1553EX5F


ANPI83353EF7

ANRS101283EF6


GUYD716F2

COMPATIBLE UNIT KEY


11/4/10 CECCONI GUINN ELKINS

SPAN GUYS0

3

2

1


SPAN GUY DETAIL

2

ADD GUY STRAIN INSULATORSLISTED BELOW AS REQUIRED

1

BILL OF MATERIALS

CATALOGDESCRIPTION

QTYPERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

013308152106152160152180153109153111200306210504013346152122152162152180153111200306210206

11197803

11221112451122112451

GUYS516F

GUYS716F

1 1

WASHER, SQ., 2-1/4", FLAT, 13/16", HOLE, GALV. BOLT, MACHINE, 5/8",10", STEEL, A-ASTM A307, GALV GRIP, GUY, 5/16",DIA,S,BLK PLATE, GUY, HOOK, UNIV, FOR ALL STRANDS UP TO 7/16"CONNECTOR,COMP,AL,A=2STR-6SOL,B=2STR-6SOL CONNECTOR,COMP,AL,A=2/0STR-2SOL,B=2STR-6SOL WIRE, AL, SLD, BR, SDW, #4, TIEWIRE WIRE, 5/16", 7, STR, HI, STH, GR, A855M

1 1

WASHER, 3", SQUARE, CURVED, 13/16", HOLE BOLT, SQUAREHEAD, 3/4 IN, 12 IN, S, A307GRIP, GUY, 7/16", S, GRN PLATE, GUY, GUY, HOOK PLATE UNIV. GUY HOOK CONNECTOR,COMP,AL,A=2/0STR-2SOL,B=2STR-6SOL WIRE, AL, SLD, BR,S DW, #4, TIEWIRE WIRE, 7/16", UG, 7, STR, UTL, GR, A855M CONNECTOR, COMPRESSION, PA, #6SLD-3/0 ACSR

FBGL120F LINK, FIBERGLASS, CLEVIS, 120", 15M FBGL24F LINK, FIBERGLASS, CLEVIS, 24", 15M FBGL78F LINK, FIBERGLASS, CLEVIS, 78", 15M

2 1 111

2 12 1

115761115692115737

1


02.04-14

DEF

X

DEPDEMDEC4/10/15 LOOSIER BURLISON ADCOCK

02.04-16DWG.11/4/10 GUINNCECCONI ELKINS

DOWN GUYS R

0

1


2

1. SEE SECTION 01 FOR ADDITIONAL GROUNDING DETAILS.

NOTES:

3

DOWN GUY DETAIL

1


2

1

BILL OF MATERIALS

CATALOGDESCRIPTION

QTYPERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

013308152106152160152180153109153111200306210504013346152122152162152180153111200306210206

11197803

11211112451121112451

GUYD516F

GUYD716F

1 1

WASHER, SQ., 2-1/4", FLAT, 13/16", HOLE, GALV. BOLT, MACHINE, 5/8",10", STEEL, A-ASTM A307, GALV GRIP, GUY, 5/16",DIA,S,BLK PLATE, GUY, HOOK, UNIV, FOR ALL STRANDS UP TO 7/16"CONNECTOR,COMP,AL,A=2STR-6SOL,B=2STR-6SOL CONNECTOR,COMP,AL,A=2/0STR-2SOL,B=2STR-6SOL WIRE, AL, SLD, BR, SDW, #4, TIEWIRE WIRE, 5/16", 7, STR, HI, STH, GR, A855M

1 1

WASHER, 3", SQUARE, CURVED, 13/16", HOLE BOLT, SQUAREHEAD, 3/4 IN, 12 IN, S, A307GRIP, GUY, 7/16", S, GRN PLATE, GUY, GUY, HOOK PLATE UNIV. GUY HOOK CONNECTOR,COMP,AL,A=2/0STR-2SOL,B=2STR-6SOL WIRE, AL, SLD, BR,S DW, #4, TIEWIRE WIRE, 7/16", UG, 7, STR, UTL, GR, A855M CONNECTOR, COMPRESSION, PA, #6SLD-3/0 ACSR


2 1 111

2 12 1

115761115692115737

02.04-17DWG.11/4/10 GUINNCECCONI ELKINS

GUY OFFSET BRACKETS R

0

1


2

3

BILL OF MATERIALS

CATALOGDESCRIPTION

QTYPERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

GUYOB516F

WASHER, SPRING, COIL, STEEL, 5/8", BOLT, GALV.WASHER, SQUARE, 2-1/4", FLAT, 13/16" HOLE, GALV.BOLT, MACHINE, 5/8 IN, 10 IN, STEEL, A307, GALV.BOLT, MACH, SQ, NUT, 5/8"X12"STRUT, GUY 24" FIBERGLASS GRIP, GUY, 5/16", DIA, S, BLK CONNECTOR, COMP,AL,A=2STR-6SOL,B=2STR-6SOLCONNECTOR, COMP,AL,A=2/0STR-2SOL,B=2STR-6SOL

WIRE, 5/16", 7, STR, HI, STH, GR, A855M

GUYOB716F

WIRE, 7/16", UG, 7, STR, UTL, GR, A855M

231212111245

013264013308152106152107152153152160153109153111200306210504

210206

1 1

1 1

WIRE, AL, SLD, BR, SDW, #4, TIEWIRE

2

1


FBGL120FFBGL24FFBGL78F

2 12 12 1

LINK, FIBERGLASS, CLEVIS, 120", 15M LINK, FIBERGLASS, CLEVIS, 24", 15M LINK, FIBERGLASS, CLEVIS, 78", 15M

111

115761115692115737

WASHER, SPRING, COIL, STEEL, 5/8", BOLT, GALV.WASHER, SQUARE, 2-1/4", FLAT, 13/16" HOLE, GALV.BOLT, MACHINE, 5/8 IN, 10 IN, STEEL, A307, GALV.BOLT, MACH, SQ, NUT, 5/8"X12"STRUT, GUY 24" FIBERGLASS GRIP, GUY, 5/16", DIA, S, BLK CONNECTOR, COMP,AL,A=2STR-6SOL,B=2STR-6SOLCONNECTOR, COMP,AL,A=2/0STR-2SOL,B=2STR-6SOL

231212111245

013264013308152106152107152153152160153109153111200306 WIRE, AL, SLD, BR, SDW, #4, TIEWIRE

DWG.

02.04-18

GUY PLATE

FACTORY-FORMED GRIP

THIMBLE-EYE

GUY STRAIN INSULATOR

FIBERGLASS GUY STRAIN INSULATORS (LINKS), ARE USED TO INCREASE THE POLE'S BASIC INSULATION LEVEL(BIL), TO PREVENT LIGHTNING FLASHOVER, AND/OR PROTECT AGAINST THE GUY BECOMING ENERGIZED SHOULDIT COME IN CONTACT WITH SUPPLY CONDUCTORS.


GUY STRAIN INSULATORS R

#4 SD AL

#6 SD BC

THE FIBERGLASS INSULATOR IS VOLTAGE IMPULSE RATED ONLY. UNDER NO CIRCUMSTANCES IS IT TO BE INCONTACT WITH AN ENERGIZED CONDUCTOR. IT MAY BE TEMPORARILY USED IN SERIES WITH A POLYMER DEADDURING CONSTRUCTION TO GAIN CLEARANCES BUT MUST BE REMOVED FOR THE PERMANENT INSTALLATION.

0

1


2

3

BILL OF MATERIALS

CATALOGDESCRIPTION

QTYPERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D


1 1 111

1 11 1

115761115692115737


PULL ONPOLE

6080 LB

S.

3160 LBS.

2240 LBS.

1810 LBS. PREFERRED PO

SITION

1560 LBS.

1420 LBS.

5'(1 TO 3)

15'(1 TO 2 )

20'(2 TO 3)

25' 30'(1 TO 1)

10'

1000 LBS.

SPAN GUYS

DWG.

02.04-20

LEAD TO HEIGHT RATIO

RESULTANTS BASED ON 1000 LB LOAD

1. WHEN MULTIPLE GUYS ARE REQUIRED ON THE SAME ANCHOR, THE LEAD LENGTH IS NOT TO EXCEED THE GUY

MULTIPLE GUYS MULTIPLE GUYS AND GUY STUBS

NOTES:

ATTACHMENT HEIGHT OF THE HIGHEST GUY. UNLESS OTHERWISE SPECIFIED, GUY LEAD LENGTH SHOULD BE2/3 THE HEIGHT (1.5 TO 1 RATIO). THE MAXIMUM LEADS WILL BE 1:1.

2. IF LEAD LENGTH MUST BE GREATER THAN 1:1, A GUY STUB MUST BE USED.

DITCHGROUND LINE


3. CONSTRUCTION ON HILLSIDES OR ROCKFACE IS ONLY EXCEPTION.

GUY TENSIONS WITH POINT LOAD, MULTIPLE GUYS

AND GUY STUBS

*

30'

LEAD LENGTH

AT. HEIGHT

R

0

3

2

1


DO NOT CONSIDER THE INSTALLATION SAFE NOR PROPER UNLESS THE TAPE MARKER IS WITHIN 1/2" FROM3. INSERT STRAND IN PILOT CUP AND THRUST INTO JAW ASSEMBLY UNTIL IT HITS THE BUILT IN CENTER STOP.

CUTTING. USING HALF THE LENGTH OF THE OVERALL SPLICE AS A GAUGE, PLACE A SECOND TAPE MARKER ON2. STRAIGHTEN STRAND AND TAPE TO INSURE STRAND STAYING IN LAY WHEN CUTTING. REMOVE TAPE AFTER

OR DAMAGED GUYSTRAND, OR FOR OTHER APPLICATIONS WHERE THE ENTIRE GUY MAY OTHERWISE HAVE TO1. GUYSTRAND SPLICES ARE DESIGNED TO PROVIDE A QUICK AND ECONOMICAL MEANS OF REPAIRING BROKEN

GUYSTRAND SPLICE

5. DO NOT ATTEMPT TO REUSE SPLICES.

4. SET JAWS BY PULLING STRAND BACK FIRMLY BY HAND.

END OF SPLICE.

THE STRAND AT THIS POINT.

BE REPLACED.

NOTES:

SPLICE APPLICATIONTYPICAL GUYSTRAND

GUYSTRAND

CENTER STOP

TAPE MARKER

DWG.

02.04-2211/4/10 GUINNCECCONI ELKINS

GUYSTRAND SPLICE INSTALLATION

HALF OF SPLICE

R

CN 200306#4 SD AL

21 GUYWIRE516F

BILL OF MATERIALS

CATALOG

210504 WIRE, 5/16", 7, STR, HI, STH, GR, A855M WIRE, 7/16", UG, 7, STR, UTL, GR, A855M

DESCRIPTION

GUYWIRE716F 21020611

QTY

11

PERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

0

3

2

1



02.04-24ADWG.

EXPECTED BETWEEN POLE AND ANCHOR.NOTE: USE ONLY WHEN PEDESTRIAN TRAFFIC IS

SIDEWALK GUY R

0


1

2

1. FOR USE ONLY WHEN REGULAR GUYING IS IMPRACTICAL. ANY DESIGN DEVIATING FROM THIS DRAWINGREQUIRES A POLEFOREMAN ANALYSIS AND SPECIFIC APPROVAL FROM THE AREA ENGINEER AS TO STRENGTHREQUIREMENTS.

3. THIS DRAWING APPLIES TO ALL VERTICAL CONFIGURATIONS WITH MAX ANGLES AS SPECIFIED IN THE ABOVETABLE. THE CONFIGURATION USED IN THIS DRAWING IS AN EXAMPLE OF ONE OF THE ACCEPTABLE

4. THE LENGTH OF THE STEEL CONDUIT STRUT SHOULD BE LIMITED TO 10'. HOWEVER, 6' TO 8' IS PREFERRED.THE STRUT SHOULD BE LOCATED 15' ABOVE GROUND LINE. DEVIATIONS FROM 15' REQUIRE POLEFOREMANANALYSIS.

FOR SINGLE GUY WIRE APPLICATIONS.

2. THIS IS A SPECIAL GUYING SITUATION THAT DEVIATES FROM THE TYPICAL SPLIT GUYING CONFIGURATIONS.

3

5. THE END FITTING CLAMP ( CN 152174) ACCEPTS TWO GUY WIRES UP TO 7/16” IN SIZE. IT MAY ALSO BE USED

AS SPECIFIED ON THE APPLICABLE SECTION 03 DRAWING. THE SECOND GUY SHOULD BE LOCATED AT THE

6. SEE DWG. 02.04-24B FOR BILL OF MATERIALS.


ADD GUY STRAININSULATION ASREQUIRED

CONSTRUCTION CONFIGURATIONS. REFER TO SECTION 03 FOR ADDITIONAL VERTICAL CONFIGURATIONS.

SEE NOTE 3

SEE DETAIL A

DETAIL A

2" DIAMETER CONDUITCN 380208

POLE PLATECN 152175

END FITTING WITHDOUBLE CLAMP (SEENOTE 5) CN 152174

SIDEWALK GUY CONFIGURATION CHART

GUYING

1/0 AND

336

795

MIN. 40/5

MIN. 45/4

MIN. 40/5MIN. 40/4

MIN. 40/5

MIN. 45/4MIN. 45/4

MIN. 45/4MIN. 45/4MIN. 45/4MIN. 45/4

POLESIZING

WIRESIZE

7/16" (P) & 5/16" (N)7/16" (P) & 7/16" (N)7/16" (P)7/16" (P) & 7/16" (N)7/16" (P)7/16" (P) & 7/16" (N)7/16" (P) & 7/16" (N)7/16" (P)5/16" (P) & 7/16" (N)7/16" (P) & 7/16" (N)7/16" (P) & 7/16" (N)

(SEE NOTE 5)

SMALLER

1/0 ANDSMALLER

3

3

# OFPHASES

3

1

20

10

MAXIMUMANGLE

25

60, DE

ANGLE

NO JU

NO JU

NO JUNO JU

1.0" JU

4.0" JU1.5" JU

NO JU3.0" JU1.0" JU4.0" JU

JOINT USE(MAXIMUM)(DEGREES) (DEGREES)

DE

15 - 25

20 - 4041 - 60

<25

<55 - 14

10 - 20<10

5 - 105

GUYMARKER

15' ABOVEGROUND LEVEL(SEE NOTE 4)

SEE NOTE 4

1

2

NOTES: POLEFOREMAN EVALUATION REQUIRED FOR ANY DESIGN OUTSIDE THE GUIDELINES

DETERMINED BY CLEARANCES.

OF THIS TABLE. SEE DWG. 02.02-03A FOR STANDARD POLE SIZES. POLES WITH EQUIPMENTARE TO BE DESIGNED IN ACCORDANCE WITH DWG. 02.02-03B. POLE HEIGHTS TO BE

WHEN TWO GUY WIRES ARE REQUIRED, THE PRIMARY GUY WIRE SHOULD BE LOCATED IN THE TOP POSITION

NOTES:

NEUTRAL POSITION.


02.04-24BDWG.

SIDEWALK GUY R

0


1

2

NOTES:

3

1. SEE DWG. 02.04-24A FOR DESIGN SPECIFICATIONS.


BILL OF MATERIALS

CATALOGDESCRIPTION

QTYPERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

013308014114152106152160152174152175152180153109

13121111

GUYM516F1 1

WASHER, SQ., 2-1/4", FLAT, 13/16", HOLE, GALV. SCREW, LAG, 1/2 IN X 4 IN, STEEL, GALV., 1/2"X4"BOLT, MACHINE, 5/8", 10", STEEL, A-ASTM A307, GLV,GRIP, GUY, 5/16", DIA, S, BLK CLAMP, GUY, SIDEWALK, MAST ARM, 2", DOUBLE END FITTINGFLANGE, GY MST ARM PLATE, GUY, HOOK PLATE UNIV. FOR ALL STRANDSCONNECTOR,COMP,AL,A=2STR-6SOL,B=2STR-6SOL

153111200306

112

CONNECTOR,COMP,AL,A=2/0STR-2SOL,B=2STR-6SOL

210504380208

458 CONDUIT, STL W/C 2"

WIRE, AL, SLD, BR, SDW, #4, TIEWIRE WIRE, 5/16", 7, STR, HI, STH, GR, A855M

013346014114152122152162152174152175152180153111

13121111

GUYM716F1 1

WASHER, 3", SQUARE, CURVED, 13/16", HOLESCREW, LAG, 1/2 IN X 4 IN, STEEL, GLV, 1/2"X4"BOLT, SQUAREHEAD, 3/4 IN, 12 IN, S, A307, GLVGRIP, GUY, 7/16", S, GRNCLAMP, GUY, SIDEWALK, MAST ARM, 2", DOUBLE END FITTINGFLANGE, GY MST ARMPLATE, GUY, HOOK PLATE UNIV. FOR ALL STRANDSCONNECTOR, COMP, AL, A=2/0STR-2SOL, B=2STR-6SOL

21020612 WIRE, AL, SLD, BR, SDW, #4, TIEWIRE

38020811197803

458

CONNECTOR, COMPRESSION, PA, #6SLD-3/0 ACSR

WIRE, 7/16", UG, 7, STR, UTL, GR, A855MCONDUIT, STL W/C 2"

200306

1FBGL120F LINK, FIBERGLASS, CLEVIS, 120", 15M FBGL24F LINK, FIBERGLASS, CLEVIS, 24", 15M FBGL78F LINK, FIBERGLASS, CLEVIS, 78", 15M

2 1 111

2 12 1

115761115692115737

DWG.

02.04-2810/4/12 BURLISON ADCOCK

EXAMPLE GUYING PROBLEM RR

HOW TO DETERMINE LINE ANGLE

DISTANCE IN FEET IS APPROX.EQUAL TO NUMBER OF DEGREESIN LINE ANGLE (LA). IF YOU AREONLY ABLE TO STEP OUT 30 FT.THEN MULTIPLY THE DISTANCE BY 2.

LINE 59'

59'LINE

LA

795 AAC

795 AAC

795 AAC

1/0 AAAC RT

A1

RATING @ 90%

7,200

15,000

OF ULTIMATEKEY

5/16

7/16

LIMITED TO 15,000INTENTIONALLY. 90% OFULTIMATE IS 16,200.

**

0

3

2

1


EXAMPLE:

PROBLEM DATA:

GRADE 'C' CONSTRUCTIONTHREE-PHASE VERTICAL CONSTRUCTION795 AAC PRIMARY1/0 AAAC R/T NEUTRALSPAN: 250 FT.LINE ANGLE: 20 DEGREESSOIL CLASS: 5GUY LEAD TO HEIGHT RATIO: 2 TO 3

LEAD TO HEIGHT IS GIVEN IN THIS EXAMPLE

DETERMINING GUY WIRE TENSION:

ABOVE, DETERMINE THE TENSION IN THE GUY WIRES DUETO EACH CONDUCTOR.

TENSION 795 AAC: 4,961 LBSTENSION 1/0 AAAC NEUTRAL: 1,884 LBSTOTAL TENSION: 3 X 4,961 LBS + (1/2 X 1,884 LBS) = 15,825 LBS

WITH TWO GUY CONFIGURATION FIRST.

TENSION IN TOP GUY: 50% X 15,825 LBS = 7,913 LBSTENSION IN LOWER GUY: 65% X 15,825 LBS = 10,286 LBS

TOP GUY: 7/16" GUY WIRELOWER GUY: 7/16" GUY WIRE

NOTE: IF EITHER GUY TENSIONS HAD EXCEEDED THE TENSION LIMITS, THE NEXT STEP WOULD HAVE BEEN TO

SELECTING AN ANCHOR:

SEE ANCHOR HOLDING STRENGTH TABLE ON DWG. 02.06-02.

CLASS 5 SOILTOTAL LOAD = 15,285 LBS.

THE REQUIRED ANCHOR (A1) TO SUPPORT BOTH GUY WIRES IN CLASS 5 SOIL IS 2 HELIX ANCHOR, WHICH IS

DWG. 02.04-30 SHOWS LEAD TO HEIGHT TABLE

SEE DWG. 02.04-29 FOR GUY LOAD ALLOCATIONS. START

CHECK THE THREE GUY CONFIGURATION ON DWG. 02.04-29.

SEE CHART ON DWG. 02.04-34. USING THE PROBLEM DATA

RATED AT 18,000 LBS.

DWG.

02.04-2910/4/12 BURLISON ADCOCK

GUYING LOAD ALLOCATIONS RR

0

3

2

1


TOTAL GUY TENSILE LOAD ALLOCATION FOR STANDARD CONSTRUCTION

NOTES:

1. USE POLEFOREMAN FOR CASES WHERE THE CALCULATED GUY WIRE TENSIONS FROM THIS TABLE EXCEED THEMAXIMUM RATINGS ON DWG. 02.04-10.

2. SEE DWGS. 02.04-32 THROUGH DWG. 02.04-48 FOR TOTAL GUY TENSION GUYING TABLES.

3. SEE DWG. 02.06-02 FOR ANCHOR SIZING.

GUYED BELOW A & C PHASES

UPPER GUY50%

LOWER GUY65%

GUYED BELOW A, B & C PHASES

UPPER GUY30%

MIDDLE GUY40%

LOWER GUY50%

EVERY CONDUCTORGUYED INDIVIDUALLY

FOUND IN GUYING TABLESEACH WIRE TAKES TENSION

GUYED BELOW PRIMARY PHASE

TENSION FOUND IN GUYING TABLESSINGLE GUY WIRE TAKES TOTAL

EVERY CONDUCTORGUYED INDIVIDUALLY

FOUND IN GUYING TABLESEACH WIRE TAKES TENSION


GUYING LEAD TO HEIGHT RATIO

DETERMINING LEAD TO HEIGHT RATIO:

IF YOU HAVE A 20 FT. LEAD AND 36 FT. HT. 20 / 36 = .56 USE THE 1/2 RATIO CHART.

50.00

48.00

46.00

44.00

42.00

40.00

38.00

36.00

34.00

32.00

30.00

28.00

26.00

24.00

22.00

20.00

18.00

16.00

0.60

0.63

0.65

0.68

0.71

0.75

0.79

0.83

0.88

0.94

1.00

1.07

1.15

1.25

1.36

1.50

1.67

1.88

30.00

0.56

0.58

0.61

0.64

0.67

0.70

0.74

0.78

0.82

0.88

0.93

1.00

1.08

1.17

1.27

1.40

1.56

1.75

28.00

0.52

0.54

0.57

0.59

0.62

0.65

0.68

0.72

0.76

0.81

0.87

0.93

1.00

1.08

1.18

1.30

1.44

1.63

26.00

0.48

0.50

0.52

0.55

0.57

0.60

0.63

0.67

0.71

0.75

0.80

0.86

0.92

1.00

1.09

1.20

1.33

1.50

24.00

0.44

0.46

0.48

0.50

0.52

0.55

0.58

0.61

0.65

0.69

0.73

0.79

0.85

0.92

1.00

1.10

1.22

1.38

22.00

0.40

0.42

0.43

0.45

0.48

0.50

0.53

0.56

0.59

0.63

0.67

0.71

0.77

0.83

0.91

1.00

1.11

1.25

20.00

0.36

0.38

0.39

0.41

0.43

0.45

0.47

0.50

0.53

0.56

0.60

0.64

0.69

0.75

0.82

0.90

1.00

1.13

18.00

0.32

0.33

0.35

0.36

0.38

0.40

0.42

0.44

0.47

0.50

0.53

0.57

0.62

0.67

0.73

0.80

0.89

1.00

16.00

0.28

0.29

0.30

0.32

0.33

0.35

0.37

0.39

0.41

0.44

0.47

0.50

0.54

0.58

0.64

0.70

0.78

0.88

14.00

0.24

0.25

0.26

0.27

0.29

0.30

0.32

0.33

0.35

0.38

0.40

0.43

0.46

0.50

0.55

0.60

0.67

0.75

12.00

0.20

0.21

0.22

0.23

0.24

0.25

0.26

0.28

0.29

0.31

0.33

0.36

0.38

0.42

0.45

0.50

0.56

0.63

10.00

0.16

0.17

0.17

0.18

0.19

0.20

0.21

0.22

0.24

0.25

0.27

0.29

0.31

0.33

0.36

0.40

0.44

0.50

8.00

LEAD (FT)

HEIG

HT (

FT.)

IF YOU HAVE A 12 FT. LEAD AND 40 FT. HT. 12 / 40 = .30. THIS FALLS OUTSIDE THE PARAMETERS OF OUR GUYTABLES, A POLEFOREMAN EVALUATION IS NEEDED.

RATIO LESS THAN 0.33 REQUIRES POLEFOREMAN EVALUATION

USE 2/3 (.0.67 - 0.99)

USE 1/3 (0.33 - 0.49)

USE 1/1 RATION GREATER THAN 1.0

USE 1/2 (0.50 - 0.66)

0

3

2

1

APPR.REVISED BY CK'D 02.04-30

DEF

X

DEPDEMDEC

8/20/14 DANNA ADCOCKLOOSIER

(MULTIPLY BY NUMBER OF CONDUCTORS FOR TOTAL GUY TENSION)TENSION IN GUY WIRE FOR ONE CONDUCTOR

DWG.

02.04-32

TABLE A

SHORT SPAN GUYING TABLES- SPANS 200' OR LESS -

GRADE C

R

11/17/10 GUINNCECCONI ELKINS0

3

2

1


417

596

772

944

1109

1268

1041

752

1075

1392

1701

2000

2285

1876

933

1333

1727

2110

2480

2834

2327

1319

1886

2442

2984

3508

4008

3291

436

618

797

971

1139

1300

1059

786

1114

1437

1751

2053

2343

1910

974

1382

1782

2171

2547

2906

2369

1378

1954

2520

3071

3602

4110

3350

602

885

1163

1433

1694

1944

1642

1085

1595

2096

2584

3055

3505

2961

1346

1979

2600

3205

3789

4348

3672

1904

2798

3677

4532

5358

6149

5193

628

933

1233

1524

1806

2076

1770

1133

1683

2222

2748

3256

3742

3191

1405

2087

2757

3409

4039

4641

3958

1987

2951

3898

4821

5711

6564

5597

747

1124

1494

1854

2201

2534

2188

1347

2026

2693

3342

3968

4567

3944

1671

2513

3340

4145

4922

5665

4892

2363

3554

4723

5862

6961

8012

6919

879

1352

1816

2268

2705

3122

2747

1585

2437

3274

4089

4876

5629

4952

1965

3023

4061

5072

6048

6982

6142

2779

4275

5743

7173

8553

9873

8686

1048

1623

2187

2737

3267

3775

3335

1890

2926

3943

4934

5890

6806

6013

2344

3629

4891

6119

7306

8441

7458

3315

5132

6916

8654

10332

11938

10547

1477

2426

3359

4268

5146

5987

5506

2662

4373

6055

7694

9277

10794

9925

3302

5425

7510

9543

11507

13388

12311

4670

7671

10621

13496

16274

KEYRATING @ 90%

5/16

7/16

OF ULTIMATE

7200

15,000

LIMITED TO 15K INTENTIONALLY90% OF ULTIMATE IS 16200

*

*

18934

17410

**

***

***

***

**

AVOID ON DOUBLE CIRCUIT DESIGN, MAY REQUIRE INCREASE IN POLE CLASS

10

20

30

40

50

60

DE

SPAN

GUY

DE

60

50

40

30

20

10

1

LEAD TO HEIGHT = 1 TO 1

SPAN GUY

10

20

30

40

50

60

DE

3


DE

60

50

40

30

20

10

2

LEAD TO HEIGHT = 2 TO 3 (PREFERRED)

LEADTO

HEIGHTDEGREESANGLELINE


DE

60

50

40

30

20

10

3

1

590

843

1092

1335

1569

1793

1472

616

874

1127

1373

1611

1838

1498

851

1251

1644

2027

2396

2750

2323

889

1320

1743

2156

2554

2935

2503

1057

1589

2112

2622

3113

3583

3094

1243

1912

2569

3208

3825

4415

3884

1483

2295

3093

3870

4621

5339

4717

2088

3431

4750

6035

7278

8467

7786

2AAAC795 AAC1/0 STR CU

1/0 ACSR

1/0 AAAC2 ACSR

2 BC6 BC

4 ACSR2/0 STR CU 336 AAC 4/0 STR CU

1

2

1

SPECIAL DESIGN: REQUIRES A POLEFOREMAN EVALUATION

4 BC

NOTES:

1. FOR A 1/0 AAAC REDUCED TENSION NEUTRAL, USE 1/2 THE TENSIONVALUE SHOWN IN THE TABLE ABOVE FOR THE 1/0 AAAC.


DWG.

02.04-34

TABLE B

MEDIUM SPAN GUYING TABLES- SPANS 400' OR LESS -

GRADE C

R


3

2

1


499

692

881

1064

1241

1410

1124

705

978

1246

1505

1755

1993

1590

899

1247

1588

1919

2237

2541

2027

1115

1547

1969

2380

2775

3152

2514

544

752

954

1151

1341

1521

1209

770

1063

1350

1628

1896

2151

1710

981

1355

1721

2075

2417

2742

2179

1217

1681

2134

2574

2998

3401

2703

735

1045

1349

1644

1929

2200

1807

1039

1478

1908

2325

2727

3111

2556

1325

1884

2432

2964

3477

3966

3258

1643

2337

3016

3677

4312

4919

4041

745

1057

1363

1660

1946

2219

1819

1054

1496

1928

2348

2753

3138

2573

1343

1906

2458

2993

3509

4001

3280

1666

2365

3048

3713

4352

4962

4068

905

1283

1653

2012

2357

2686

2207

1279

1814

2337

2845

3334

3799

3121

1631

2313

2980

3627

4250

4843

3978

2023

2868

3696

4499

5271

6007

4934

1086

1576

2055

2521

2968

3395

2856

1536

2229

2907

3565

4198

4801

4038

1958

2841

3705

4544

5351

6120

5148

2429

3524

4596

5636

6637

7591

6385

1242

1800

2347

2878

3389

3876

3256

1756

2546

3319

4070

4793

5482

4605

2239

3246

4231

5188

6110

6988

5870

2777

4026

5248

6435

7578

8667

7281

1775

2752

3709

4640

5538

6395

5680

2511

3892

5246

6562

7832

9045

8033

3200

4961

6687

8365

9984

11530

10240

3970

6153

8294

10376

12383

14301

12702

KEYRATING @ 90%

5/16

7/16

OF ULTIMATE

7200

15,000


*

*

**


10

20

30

40

50

60

DE

SPAN

GUY

DE

60

50

40

30

20

10

1


SPAN GUY

10

20

30

40

50

60

DE

3


DE

60

50

40

30

20

10

2


LEADTO



DE

60

50

40

30

20

10

3

1

795 AAC1/0 STR CU 2/0 STR CU 336 AAC 4/0 STR CU

SPAN LIMIT 400 400 400 400 400 250 400 250

1578

2188

2785

3366

3924

4457

3555

1722

2377

3018

3641

4239

4810

3823

2324

3305

4266

5199

6099

6957

5715

2357

3344

4311

5251

6155

7018

5753

2861

4056

5227

6362

7454

8495

6978

3435

4984

6499

7971

9386

10736

9030

3927

5693

7422

9101

10717

12257

10296

5614

8702

11730

14674

17513

20224

17963

***

***

***

**

1

2

1


2AAAC

1/0 ACSR

1/0 AAAC2 ACSR

2 BC6 BC

4 ACSR

4 BC

NOTES:



DWG.

02.04-36

TABLE C

LONG SPAN GUYING TABLES- SPANS 600' OR LESS -

GRADE C

R

1/0 ACSR1/0 AAAC

#2 BC4 BC

4 ACSR


3

2

1


4/0 STR CU2 ACSR2 AAAC

1/0 STR CU 2/0 STR CU

541

741

938

1128

1312

1486

1172

765

1049

1326

1596

1855

2102

1657

975

1337

1691

2034

2364

2679

2112

1209

1658

2097

2523

2933

3323

2620

552

765

973

1174

1368

1553

1239

781

1081

1375

1661

1935

2196

1752

996

1379

1753

2117

2467

2800

2233

1235

1710

2175

2626

3059

3473

2770

612

846

1074

1295

1507

1710

1362

866

1196

1518

1831

2132

2418

1926

1104

1524

1936

2334

2718

3082

2455

1369

1891

2401

2895

3371

3823

3045

818

1159

1493

1817

2128

2425

1988

1157

1639

2111

2569

3010

3430

2811

1475

2090

2691

3275

3837

4373

3583

1830

2592

3338

4062

4759

5423

4445

803

1117

1425

1724

2011

2285

1838

1135

1580

2016

2438

2845

3231

2599

1447

2015

2570

3108

3626

4119

3314

1795

2499

3187

3855

4498

5109

4110

983

1362

1732

2090

2434

2761

2214

1390

1926

2449

2955

3442

3905

3131

1772

2455

3122

3767

4388

4977

3992

2198

3045

3872

4673

5442

6174

4951

1340

1893

2433

2956

3459

3938

3227

1896

2677

3440

4181

4892

5569

4564

2417

3412

4386

5329

6236

7099

5818

2997

4233

5440

6610

7735

8805

7217

KEYRATING @ 90%

5/16

7/16

OF ULTIMATE

7200

15,000


*

*

10

20

30

40

50

60

DE

SPAN

GUY

DE

60

50

40

30

20

10

1


SPAN GUY

10

20

30

40

50

60

DE

3


DE

60

50

40

30

20

10

2


LEADTO



DE

60

50

40

30

20

10

3

1

SPAN LIMIT 500 500 600 600 500 500 500

1710

2345

2966

3568

4147

4699

3705

1747

2418

3075

3713

4327

4911

3917

1936

2674

3395

4095

4767

5407

4306

2587

3665

4720

5745

6730

7670

6286

2538

3534

4508

5452

6361

7226

5813

3109

4306

5476

6609

7697

8731

7002

4239

5986

7693

9348

10939

12452

10206

1

2

1

NOTES:



DWG.

02.04-44

TABLE A

SHORT SPAN GUYING TABLES- SPANS 200' OR LESS -

GRADE B

R

795 AAC4/0 STR CU336 AAC2/0 STR CU1/0 STR CU


3

2

1


KEYRATING @ 90%

5/16

7/16

OF ULTIMATE

7200

15,000

609

878

1142

1399

1648

1885

1561

1098

1583

2059

2522

2970

3399

2814

1362

1963

2554

3129

3684

4216

3490

1926

2776

3611

4425

5210

5962

4936

636

909

1178

1439

1691

1932

1589

1146

1639

2123

2594

3049

3484

2865

1422

2034

2634

3218

3782

4321

3553

2011

2876

3725

4551

5348

6111

5025

881

1305

1722

2128

2520

2895

2463

1588

2353

3104

3836

4543

5220

4441

1969

2918

3850

4758

5635

6474

5508

2785

4127

5445

6729

7969

9156

7790

920

1378

1827

2265

2687

3092

2655

1659

2483

3293

4082

4845

5574

4786

2057

3080

4085

5064

6009

6914

5936

2909

4356

5777

7161

8498

9777

8395

1095

1660

2215

2755

3277

3776

3282

1974

2993

3993

4967

5908

6807

5916

2448

3712

4953

6161

7328

8443

7338

3463

5250

7005

8713

10363

11941

10378

1290

2000

2696

3375

4030

4657

4120

2326

3605

4861

6084

7265

8395

7428

2885

4472

6030

7547

9012

10413

9213

4080

6324

8527

10673

12744

14726

13029

1540

2402

3248

4073

4869

5632

5003

2776

4330

5856

7342

8778

10153

9019

3443

5370

7263

9107

10888

12593

11187

4869

7595

10272

12880

15398

17809

15820

2178

3603

5002

6366

7685

8947

8258

3927

6495

9018

11477

13853

16130

14888

4871

8056

11185

14235

17183

20006

18466

6889

11392

15818

20132

24301

26115


*

*

**

**

***

***

***

***

***

28293

**

**

861

1242

1615

1979

2330

2666

2207

899

1286

1666

2035

2392

2733

2247

1245

1846

2435

3009

3564

4095

3484

1301

1948

2583

3202

3800

4373

3755

1549

2348

3133

3897

4634

5340

4641

1825

2828

3813

4773

5699

6586

5827

2177

3396

4594

5760

6886

7964

7075

3081

5095

7074

9003

10868

12653

11679


10

20

30

40

50

60

DE

SPAN

GUY

DE

60

50

40

30

20

10

1


SPAN GUY

10

20

30

40

50

60

DE

3


DE

60

50

40

30

20

10

2


LEADTO



DE

60

50

40

30

20

10

3

1

***

***

***

***

***

***

***

**

1

2

1


2AAAC

1/0 ACSR

1/0 AAAC2 ACSR

2 BC6 BC

4 ACSR

4 BC

NOTES:



DWG.

02.04-46

TABLE B

MEDIUM SPAN GUYING TABLES- SPANS 400' OR LESS -

GRADE B

R


3

2

1


727

1016

1300

1576

1841

2094

1686

1028

1437

1838

2228

2603

2962

2385

1310

1832

2344

2840

3319

3775

3040

1625

2273

2907

3523

4116

4683

3771

793

1104

1408

1704

1988

2259

1813

1122

1561

1992

2410

2812

3195

2564

1430

1990

2539

3072

3585

4073

3269

1773

2469

3149

3810

4446

5052

4055

1073

1538

1994

2437

2865

3272

2711

1517

2175

2820

3447

4051

4627

3834

1933

2773

3595

4394

5164

5899

4887

2398

3439

4459

5450

6405

7317

6062

1088

1556

2015

2461

2891

3301

2729

1538

2201

2850

3481

4088

4668

3860

1961

2805

3633

4437

5211

5950

4920

2432

3480

4506

5503

6464

7380

6102

1320

1888

2443

2982

3501

3996

3310

1867

2670

3455

4218

4951

5651

4681

2380

3403

4404

5376

6312

7203

5967

2952

4221

5463

6669

7829

8934

7401

1588

2323

3042

3741

4413

5054

4283

2246

3285

4302

5290

6241

7148

6058

2863

4187

5484

6744

7956

9112

7722

3551

5194

6803

8365

9868

11302

9578

1815

2653

3474

4271

5038

5770

4884

2567

3752

4913

6040

7125

8161

6907

3272

4783

6263

7700

9083

10403

8805

4059

5933

7768

9550

11266

12903

10921

2607

4073

5510

6907

8255

9543

8521

3688

5760

7792

9768

11674

13495

12050

4701

7342

9932

12452

14882

17203

15361

5830

9107

12320

15445

18459

21338

19053

KEYRATING @ 90%

5/16

7/16

OF ULTIMATE

7200

15,000


*

*

***

***

***

***

**


10

20

30

40

50

60

DE

SPAN

GUY

DE

60

50

40

30

20

10

1


SPAN GUY

10

20

30

40

50

60

DE

3


DE

60

50

40

30

20

10

2


LEADTO

HEIGHTDEGREES

ANGLELINE


DE

60

50

40

30

20

10

3

1

795 AAC1/0 STR CU 2/0 STR CU 336 AAC 4/0 STR CU

SPAN LIMIT 400 400 400 400 400 250 400 250

***

***

**

2299

3214

4111

4982

5822

6622

5333

2508

3491

4454

5389

6288

7145

5734

3392

4864

6306

7708

9058

10347

8573

3439

4921

6373

7783

9141

10437

8630

4175

5969

7726

9431

11071

12635

10467

5022

7345

9620

11829

13956

15983

13545

5740

8390

10986

13506

15933

18248

15445

8246

12879

17423

21842

26105

30177

26945

***

***

***

***

***

***

***

***

**

**

**

***

1

2

1


2AAAC

1/0 ACSR

1/0 AAAC2 ACSR

2 BC6 BC

4 ACSR

4 BC

NOTES:



DWG.

02.04-48

TABLE C

LONG SPAN GUYING TABLES- SPANS 600' OR LESS -

GRADE B

R


3

2

1


787

1089

1383

1669

1945

2207

1757

1113

1539

1956

2361

2750

3121

2485

1419

1962

2494

3010

3506

3978

3168

1760

2434

3093

3733

4348

4935

3929

805

1123

1435

1738

2030

2307

1858

1138

1589

2030

2458

2870

3263

2627

1451

2025

2588

3134

3659

4160

3349

1800

2512

3210

3887

4538

5159

4154

892

1242

1584

1917

2236

2540

2043

1262

1757

2241

2710

3162

3592

2889

1608

2239

2856

3455

4031

4579

3683

1995

2777

3543

4286

5000

5680

4568

1194

1706

2206

2693

3161

3607

2982

1689

2412

3120

3808

4470

5101

4217

2153

3075

3978

4854

5698

6503

5375

2670

3814

4934

6021

7068

8066

6667

1170

1642

2105

2553

2985

3396

2757

1654

2323

2976

3611

4221

4802

3899

2109

2961

3794

4603

5381

6122

4971

2616

3672

4706

5709

6674

7593

6165

1432

2001

2556

3094

3611

4103

3321

2026

2829

3615

4376

5107

5802

4697

2582

3607

4608

5578

6510

7397

5988

3203

4473

5715

6919

8075

9174

7427

1956

2785

3595

4381

5137

5856

4841

2766

3938

5085

6196

7265

8282

6846

3526

5020

6482

7899

9261

10558

8727

4373

6227

8040

9797

11487

13095

10825

KEYRATING @ 90%

5/16

7/16

OF ULTIMATE

7200

15,000


*

*

**

1/0 ACSR1/0 AAAC

#2 BC4 BC

4 ACSR4/0 STR CU

2 ACSR2 AAAC

1/0 STR CU 2/0 STR CU


10

20

30

40

50

60

DE

SPAN

GUY

DE

60

50

40

30

20

10

1

1


SPAN GUY

10

20

30

40

50

60

DE2

3


DE

60

50

40

30

20

10

2

1


LEADTO



DE

60

50

40

30

20

10

3

1

SPAN LIMIT 500 500 600 600 500 500 500

2490

3442

4374

5279

6149

6979

5557

2545

3553

4539

5497

6418

7297

5875

2821

3928

5010

6061

7071

8033

6460

3776

5393

6977

8515

9996

11407

9428

3699

5194

6656

8074

9439

10739

8719

4529

6326

8083

9785

11419

12974

10503

6185

8806

11370

13855

16245

18519

15309

***

***

***

**


NOTES:


NOTES:

1. WHEN SELECTING ANCHORS, IT IS MORE ECONOMICAL TO USE ONE ANCHOR RATHER THAN MULTIPLE ANCHORS.

2. INSTALL ANCHORS DEEP ENOUGH, BY USE OF EXTENSIONS, TO PENETRATE CLASS 5, 6, OR 7 SOIL UNDERLYINGMUSHY SILT OR QUICKSAND.

3. IF SATISFACTORY PENETRATION CANNOT BE ACHIEVED, REDUCE ANCHOR ONE SIZE AND USE NEXT LOWERSOIL CLASS FOR RATING (ENGINEERING APPROVAL REQUIRED).

4. ANCHORS SHOULD BE INSTALLED SUCH THAT THE ENTIRE ANCHOR ROD IS IN DIRECT LINE WITH THETENSION ON THE GUY.

-

-

2 HELIX ANCHOR

10" PISA

3 HELIX ANCHOR

8" SCREW ANCHOR

10" SCREW ANCHOR

PROBE TORQUE (INCH-LBS)

CLASS 1

ROCKBED

SOLIDTYPE SOIL:

CLASS: CLASS 2

SANDSTONEROCK,

LAMINATEDSHALE,

HARDPAN

CLASS 3

CLAYPANGRAVEL,

CLASS 4 CLASS 6

FINE SANDCOMPACT

SANDCOARSELOOSE

SOFT CLAY,

CLASS 5

SANDCOARSE

COMPACTFIRM CLAY,

CLASS 7

FINE SANDLOOSESILT,

WET CLAYFILL

300-400500-600

-

-

-

-

- OVER 600

-

- -

-

400-500 200-300 100-200

-


5. SEE SECTION 12 FOR COASTAL AND CONTAMINATED AREA APPLICATIONS.

ANCHOR HOLDING STRENGTHS AND

CONSTRUCTION NOTES0

3

2

1


12,000

38,665 34,000

15,330 12,000

30,665

8000

21,33026,000

10,000 5000

17,330

ANCHOR HOLDING POWER - POUNDS (BASED ON SAFETY FACTOR OF 1.5)

7330

8665

6000

6665

4000

4665

21,33024,00027,330 12,66518,000 15,330

6. ANCHOR HOLDING STRENGTH IS BASED ON MANUFACTURER TEST DATA. THE ANCHOR CAPACITIES IN THETABLE ABOVE HAVE A SAFETY FACTOR OF 1.5 IN CONSIDERATION OF STRENGTH LOSS DUE TO POSSIBLELIFETIME MINOR ANCHOR DETERIORATION OR SOIL INCONSISTENCIES.

ANSS2HA1553EX5F

CN 9220189330

ANSS3HB1573EX5F

ANRS81553EF

ANRS101283EF

ANSS3HB1573EX7F

02.06-02

DEF

X

DEPDEMDEC

8/1/14 DANNALOOSIER ADCOCK

DWG.

02.06-06

SCREW ANCHOR

AVOID ANCHOR SPINNING IN A PLACE INSTEAD OF ADVANCING PROPERLY.

SINGLE HELIX SCREW ANCHOR

1. SCREW INTO UNDISTURBED EARTH WITH TURNING BAR OR WITH ADAPTER ON POWER AUGER. USE CARE TO

NOTES:


6' EXTENSIONCN 40216

SCREW ANCHORS (NO WRENCH)

6" MAX

COMPATIBLE UNITBILL OF MATERIALS

CATALOG NUMBERANCHOR SCREW, 8", SINGLE HELIXANCHOR SCREW, 10" SINGLE HELIX

DESCRIPTION

ANRS101283EFANRS81553EF

040110040108

R

0

3

2

1


ANCHOR EYE ORIENTATION IS LEFT TOTHE DISCRETION OF THE INSTALLER

ANCHOR MUST BE INLINE WITH GUY

ROD, EXTENSION, ANCHOR, 6'ANX125X6FTRSTEF 040216

8"

10"

11-5/6"

DWG.

02.06-08

DOUBLE AND TRIPLE HELIX SQUARE SHAFT ANCHORS

KELLY BAR ADAPTER


DOUBLE AND TRIPLE HELIX

SQUARE SHAFT ANCHORS

8"

10"

STANDARD EXTENSION

3'-6"

5'

040204040154

ANSS3HB1553EX5F

040204040132

ANSS2HA1553EX5F

ROD, EXT. ANCHOR, SQUARE SHAFT, 1-1/2" X 5'ANCHOR, TRIPLE HELIX, 8" - 10" - 12", TRIPLE EYE INCL

ANCHOR, DOUBLE HELIX, 8" - 10", TRIPLE EYE INCLROD, EXT. ANCHOR, SQUARE SHAFT, 1-1/2" X 5'

R

0

3

2

1


CN 151226

2

1

BILL OF MATERIALS

CATALOGDESCRIPTION

1

1

QTY

1111

PERCU

NUMBERMACRO UNIT

-

CUITEMNO.

COMPATIBLE UNIT

QTYREQ'D

FOR USE WITHSQUARE SHAFT ANCHORS

1

2 3 4

040204ANX125X5FTSSF040203ANX125X35FTSSF

ROD, EXT. ANCHOR, SQUARE SHAFT, 1-1/2" X 5'ROD, EXT. ANCHOR, SQUARE SHAFT, 1-1/2" X 3.5'

43

11

11


10/12/12

TRIPLE EYE GUY ATTACHMENT(INCLUDED IN ANCHOR CN)

11"

BURLISON ADCOCK


1

2

3

0

POLE INSPECTION TAGS (O&M)

3. WOODFUME APPLIED

4. INTERNALLY TREATED 5. FLUROD INSERTED 7. REJECT P1 POLE - TWOWHITE TAGS. PRIORITYREPLACEMENT.

8. REJECT P2 POLE - ONEWHITE TAG. PRIORITYDETERMINED BASED ON CONDITION.

9. REINFORCEMENT TAG -

POLE IS CANDIDATE FORREINFORCEMENT.

ONE YELLOW TAG.

NOTES:

2. ALL OF THE INSPECTION TAGS SHOWN ABOVE SHOULD BE ALUMINUM.

3. INSPECTION TAGS 1, 2, 3, 4, 5 AND 6 CAN BE COMBINED TO INDICATE MULTIPLE TREATMENTS AND/OR INSPECTIONPROCEDURES PERFORMED DURING ONE INSTANCE.

4. TAGS 7, 8, 9, 10 AND 11 ARE PAINTED THE COLOR INDICATED INSIDE THE TAG ABOVE.

5. REJECT TAGS 7, 8 AND 9 SHOULD BE LOCATED CENTERED ON EXISTING POLE, JUST BELOWLOCID NUMBER (POLE LABEL).

(WHITE) (WHITE)

(WHITE) (YELLOW)

10/5/12 BURLISONCECCONI ADCOCK

6. COBRAROD INSERTED INBORE HOLES.

7/16/14 DANNALOOSIER ADCOCK

02.08-04

DEF

X

DEPDEMDEC

1. POLE INSPECTION TAG - INDICATES THEINSPECTION COMPANY AND YEAR

2. POLE TREATMENT TAG -

INSPECTION WAS PERFORMED.INDICATES THE COMPANYAND THE YEAR POLE WASTREATED.

1. REFER TO APPLICABLE COMPANY HEALTH AND SAFETY PRACTICES AND PROCEDURES BEFORE CLIMBING ANY POLE.

10. POLE TOP CONDITION-

IN BORE HOLES

PRIORITY REPLACEMENT

(RED)

11. POLE TOP CONDITION - PRIORITY DETERMINEDBASED ON CONDITION

(YELLOW)

standard pole sizing - wood · 2016-04-27 · dwg. 02.02-03a 12/1/10 cecconi guinn elkins standard...

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