700 GUYS AND ANCHORS 3/14/2011

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1 700 GUYS AND ANCHS //0 C G C GO Guy and Anchor Selection Guy and Anchor Chart C GA,GA, Single Helix Screw Anchors GA C G,G Expanding and Crossplate Anchors C GA, GB Multi-Helix Screw Anchors C G Sidewalk Guy C G,G0 ock Anchors C G0-G7 Double Guy Attachments C G0-G Single Guy Attachments C GDG0- Down Guys GDG8 C GSG0- Span Guys GSG8 N New Standard edrawn Standard C Changed Standard ~ No Change

2 SCOPE This section covers selection of down guys, span guys, sidewalk guys, push braces and anchors. The selections are based upon wood strengths, guy component strengths, anchor strengths and soil holding power of anchors. DEFINITIONS (Taken from The Lineman's and Cableman's Handbook, Seventh Edition). Down Guy- Consists of a wire running from the attachment near the top of the pole to a rod and anchor installed in the ground.. Span Guy- Consists of a guy wire installed from the top of a pole to the top of an adjacent pole to remove the strain from the line conductors. Span Guy Insulator ev : Added definitions and updated to 007 NESC. CONSTUCTION STANDADS GUY & ANCH SELECTION EVISIONS DATE ENG OPS //00 JEH // CM AH of 7 G G //8 700

3 . Head Guy- A guy wire running from the top of a pole to a point below the top of the adjacent pole. Head Guy Not Less Than 8'-0" Not Less Than 8'-0". Guy Stub- A guy wire installed between a line pole and a stub pole. The span guy, guy stub pole, and the down guy make up the guy stub. Span Guy Insulator Down Guy Guy Stub Pole. Push Pole- A pole used as a brace to a line pole. Push Pole ev : Added definitions and updated to 007 NESC. CONSTUCTION STANDADS GUY & ANCH SELECTION EVISIONS DATE ENG OPS //00 JEH // CM AH of 7 G G //8 700

4 GENEAL. Guying a) Guying assemblies include down, span and sidewalk types. A push brace consisting of a pole and attachment fittings may be used in place of tensioned wire guying only where tension guying is impossible by reason of location or rights-of-way. b) Guying requirements can often be advantageously combined on a deadend pole, a span or more away by extending the circuit or by use of span guys in order to provide a reduced combined guying load on the same pole. A sidewalk guy is an expensive method of guying and provides limited support, particularly on taller poles, due to the comparatively short guy lead. DO NOT use a sidewalk guy if a down or span guy is possible. c) Guy assemblies are designed for the maximum allowable load which may be supported by the pole and the related hardware. Heavy duty guying will normally require the use of multiple guying attachments. d) A guy marker shall be used on all down guy and sidewalk guy locations. A minimum of one marker per anchor is required. It should be noted that guy markers DO NOT POTECT "GUAD" a down/sidewalk guy, but rather warn the public of its presence.. Sidewalk Guy Insulation Sidewalk guys shall have guy insulators installed in the guy strand above the horizontal guy strut. The breakers should be at a point that will allow at least " clearance between the breaker and the strut attachment to the pole, should the guy wire become broken.. Grounded Guys Grounded guys shall not be used. All guys on transmission and distribution circuits shall have insulation sections (Johnny balls or fiberglass rods) installed on all new and rebuilt circuits. Grounded guys are to be replaced by insulated guys when work is done on that pole.. Application of Guy Insulators It is impractical to show every NESC requirement for applying guy strain insulators. A clear understanding of the rules will provide for the correct applications. These guidelines will help in understanding the requirements. Guideline (see figure #) - All down guys shall have a minimum of one guy insulator. (NESC C) Guideline - All span guys will have a minimum of two guy insulators. (NESC C) Guideline (see figure #) - On jointly used poles, down guys that pass within inches of supply conductors, and also pass within inches of communication cables, shall be insulated with a guy insulator at a point below the lowest supply conductor and above the highest communication cable. (NESC I) Guideline (see figure #) - All guy insulators shall be located at least 8 feet above the ground including when the guy would sag or break. (NESC Ca) ev : Added definitions and updated to 007 NESC. CONSTUCTION STANDADS GUY & ANCH SELECTION EVISIONS DATE ENG OPS //00 JEH // CM AH of 7 G G //8 700

5 Guideline (see figure #) - Guy insulators shall be placed so that in case any guy wire contacts, or is contacted by an energized conductor or part, the voltage will not be transferred to other facilities on the structure. (NESC Cb) Guideline (see figure #) - Guys may sag or break, bringing them into contact with energized conductors, jumpers, or bushings to create a hazard to the public. Guy insulators shall be placed so that when any guy sags down or falls upon another facility, the insulators will remain effective. (NESC Cc) Figure : Guidelines,,, and.7kv insulator from kv (Guideline ) Minimum one down guy insulator (Guideline ) Guy could be energized by distribution primary if guy breaks or slackens. Insulator added to protect the public. (Guideline ) Neutral Min 8'-0" (Guideline ) Minimum one down guy insulator (Guideline ) ev : Added definitions and updated to 007 NESC. CONSTUCTION STANDADS GUY & ANCH SELECTION EVISIONS DATE ENG OPS //00 JEH // CM AH of 7 G G //8 700

6 Figure : Guying near communication cable (Guideline ) Neutral Insulator above communication (Guideline ) Communications Figure : Allow for guys to sag or break (Guideline ) Lower insulator is not effectively located Energized Guy ev : Added definitions and updated to 007 NESC. CONSTUCTION STANDADS GUY & ANCH SELECTION EVISIONS DATE ENG OPS //00 JEH // CM AH of 7 G G //8 700

. Anchors Anchors shall be located so as to provide as large a lead over height ratio with as little interference to the public as possible. ANCH SELECTION. Anchor Selection in General a.

7 . Anchors Anchors shall be located so as to provide as large a lead over height ratio with as little interference to the public as possible. ANCH SELECTION. Anchor Selection in General a. Anchor selection is based upon guy tension, type of soil, available installation equipment and location. b. Power installed screw anchors are the best choice if soil and location permit their use. c. A plate anchor may be used if a hole can be dug either by machine or blasting or hand dug at inaccessible locations. d. If solid rock is encountered, specify one of the rock anchors. e. Some swamp areas cannot be covered by these anchors and must have special design consideration.. Soil Classification The table of soil classification data which follows is for general use in specifying anchors. ev : Added definitions and updated to 007 NESC. CONSTUCTION STANDADS GUY & ANCH SELECTION EVISIONS DATE ENG OPS //00 JEH // CM AH of 7 G G //8 700

8 CONVETING HYDAULIC PESSUE TO TQUE If a shear pin torque indicator is not going to be used, the operator can make a conversion chart so that pounds per square inch of system hydraulic pressure can be converted to torque at the anchor. This chart can be made by temporarily using a shear pin torque indicator and recording maximum hydraulic pressure readings when various numbers of pins shear. Each pin is equal to 00 ft-lb of torque. After the conversion chart is completed, it is not necessary to use the shear pin torque indicator. Any changes in the hydraulic motor system will require a new conversion chart. Check the accuracy of the chart annually, after any hydraulic system repairs, or before critical anchor installation such as mainline, distribution lines, or transmission lines. ev : Added definitions and updated to 007 NESC. CONSTUCTION STANDADS GUY & ANCH SELECTION EVISIONS DATE ENG OPS //00 JEH // CM AH 7 of 7 G G //8 700

9 GA GA, GA G G GA GB G,G0 GUY & ANCH CHAT NAME ANCH OD SIZE GA GA G GA G GA GB G G0 " Handscrew 0" Helix " Expanding Plate " Helix " Crossplate Triple Helix 8-0-" Double Helix 8-0" ock ock /" /" * SEE ACTUAL STANDAD F CAPACITY CHATS " /" " /" /" " " ULTIMATE HOLDING CAPACITY*,00,800 0,000,000 8,000 00,000 00,000,000,000 ev : Obsoleted G, G, GB, GC, GA, GY, and GA, and moved G to page. CONSTUCTION STANDADS GUY & ANCH CHAT ANCHS EVISIONS DATE ENG OPS //00 HWH MA // CM AH of G0 G0 JEH //00 700

10 ATTACHMENTS V MAX * DOWN GUYS FI G0,0 CEDA,80 PCELAIN INSULAT (Johnny ball) 0M GDG0 8M GDG G,0,0 THIMBLE CLEVIS GDG GDG G,0,0 FIBEGLASS INSULAT GDG70 GDG7 GDG7 GDG7 G,0 G,0,0,80 GDG80 GDG8 G,0,0 G,0 G7,0,0,80 G0,0,0 G NOT THEADED G,0 G,0 G,0 * Apply Safety Factors per NESC,80,0,80 G,0,80 SPAN GUYS GSG0 GSG GSG70 GSG8 GSG8 CONSTUCTION STANDADS GUY & ANCH CHAT SPAN GUYS, DOWN GUYS, ATTACHMENTS GSG GSG ev : Obsoleted G, GSG, GSG0, GSG, and added G, GSG, GSG, GSG, and GSG7. 0M 8M GSG GSG GSG GSG7 GSG7 GSG8 GSG8 EVISIONS DATE ENG OPS //00 HWH MA // CM AH of G0 G0 JEH //00 700

11 GA Approx. " Min /' in Ground " dia '-" Notes:. Only this anchor may be hand installed (use in # to #7 soil).. A minimum of /' of the GA anchor/rod from the top of the helix must be in the ground to obtain rated holding capacity. GA Min /' in Ground Approx. " 0" dia GA Approx. " Min '-0" in Ground " dia Notes:. A minimum of /' of the GA anchor/rod from the top of the helix must be in the ground to obtain the rated holding capacity.. A minimum of ' of the GA anchor/rod from the top of the helix must be in the ground to obtain the rated holding capacity. ev : emoved GB and GC, added material list, corrected notes, and added holding power tables. CONSTUCTION STANDADS SINGLE HELIX SCEW ANCHS EVISIONS DATE ENG OPS 7//8 GLE /0/8 WG // CM AH of GA,GA,GA GA ELM /0/80 700

12 Notes:. See Std. G for application guidelines.. Install anchor rods at the same slope as the guy strand.. GA and GA are rated,000* ft-lbs torque and,000 lbs. ultimate tensile strength.. Holding capacity based on Chance anchoring systems. ev : emoved GB and GC, added material list, corrected notes, and added holding power tables. " Helix Screw Anchor 0" Helix Screw Anchor,,000 ft-lbs. Anchor od " x 7' -,000 lbs. Ultimate Tensile Triple Eye Anchor Nut " " Helix Screw Anchor,,000 ft-lbs. Anchor od " x 7' -,000 lbs. Ultimate Tensile Triple Eye Anchor Nut " GA GA GA Anchor od " x /' -,000 lbs. Ultimate Tensile CONSTUCTION STANDADS SINGLE HELIX SCEW ANCHS EVISIONS DATE ENG OPS 7//8 GLE /0/8 WG // CM AH of GA,GA,GA GA ELM /0/80 700

13 EXPANDING G Approx. " Cut slot for anchor rod COSSPLATE G (See Notes & ) Approx. " Size of hole to be same as unexpanded anchor if possible. Backfill with compacted gravel. Note: Ultimate tensile strength of /" rod is 8,000 lbs. ultimate. Base Plate Nut etainer Notes:. See Std. G for application guidelines.. Install anchor rods at the same slope as the guy strand.. Anchor rod should emerge from ground at point where stake is located.. Holding capacity based on Chance anchoring systems.. A minimum of yards of concrete are needed to hold the anchor. Place 0% of concrete in front of anchor.. /" rod is rated 8,000 lbs. ultimate tensile. ev : Updated strengths, obsoleted G & G, changed title, corrected material, and added Note. Anchor, Expanding " od, Anchor /" x 0' Anchor, Heavy Duty " Crossplate od, Anchor /" x 0' CONSTUCTION STANDADS EXPANDING AND COSSPLATE ANCHS G 8 G 0 8 EVISIONS DATE ENG OPS //8 MA //8 WG // CM AH of G,G G ELM //80 700

14 GA Min 7'-0" in Ground Approx. 7" Note: A minimum of 7' of the anchor/rod from the top of the " helix must be in the ground to obtain the rated holding capacity for GA. " dia 0" dia 8" dia '-0" GB Min '-0" in Ground Approx. 7" 8" dia 0" dia Note: A minimum of ' of the anchor/rod from the top of the 0" helix must be in the ground to obtain the rated holding capacity for GB. '-0" Notes:. See Std. G for application guidelines.. Install anchor rods at the same slope as the guy strand.. The GA is for use in soft soils and GB can be used in hard or rocky soils. They will hold up to 00,000 lbs ultimate and can be installed with torque up to,000 ft-lbs ( pins). od is /" square shaft.. Use as many extensions as needed to obtain the desired torque.. Holding capacity based on Chance anchoring system. ev. - Added material list, corrected drawings and notes. 8-0-" Helix Screw Anchor, 00,000 lbs. Ultimate Triple Eye /" Guy Attachment /' Anchor od, /" Square Shaft,,000 ft-lbs. Ultimate Triple Eye /" Guy Attachment /' Anchor od, /" Square Shaft,,000 ft-lbs. Ultimate CONSTUCTION STANDADS MULTI-HELIX SCEW ANCHS GA 7' Anchor od, /" Square Shaft,,000 ft-lbs. Ultimate " Helix Screw Anchor, 00,000 lbs. Ultimate GB EVISIONS DATE ENG OPS // CM AH of GA,GB GA WG //80 700

15 G0 or G " min GDG0 Notes: 0'-0". Down guys and guy attachments are called for separately. Loading will determine whether one or two down guys are needed.. Sidewalk guys are only to be installed when 8' clearance over a sidewalk cannot be obtained with a down guy. SIDEWALK ev. - Corrected material lists and notes and removed GA. Fitting, Sidewalk Guy-Pole Fitting, Sidewalk Triple Guy Bolt, Machine /8" x " Washer, Curved, Square, Cast, " x " x /8" Thick x /" Diameter Screw, Lag /" x /" CONSTUCTION STANDADS SIDEWALK GUY G EVISIONS DATE ENG Conduit, igid Galv " x 0' 07 OPS //8 AWG GWG // CM AH of G G ELM //80 700

16 G G0 " " Earth Solid ock " min. /" Hole Solid ock /" Hole Notes:. Install anchor rods at the same slope as the guy strand.. ods have a,000 lbs. ultimate tensile strength.. Use only where other anchor assemblies cannot be installed because of insufficient overburden.. Installation procedure: a) Drill /" hole. b) Push anchor into hole. c) Put a bar in anchor eye, turn rod until anchor is firmly expanded. d) Grout. ev. - Corrected material list, drawings, and notes, and deleted GA. Anchor, ock " x 0",,000 lbs. Ultimate Anchor, ock " x ",,000 lbs. Ultimate CONSTUCTION STANDADS OCK ANCHS G 7 G0 8 EVISIONS DATE ENG OPS //8 WG // CM AH of G,G0 G ELM //80 700

17 G0 Span Guy G Span Guy Down Guy Down Guy G Span Guy G G Span Guy Down Guy Down Guy 7 G Span Guy G G7 Span Guy Down Guy Down Guy Down Guy 7 ev. - Added "double" to title, added types of guys to drawings, and corrected material lists. CONSTUCTION STANDADS EVISIONS DATE ENG OPS // CM AH DOUBLE GUY ATTACHMENTS of G0-G7 G0 //8 700

18 ev. - Added "double" to title, added types of guys to drawings, and corrected material lists. 7 7 Guy Hook,,00 lbs. Ultimate Tensile Machine Bolt, /" x ", 8,0 lbs. Ultimate Tensile Double Coil Spring Lock Washer /" /" x /" Lag Screw /" Flat ound Washer Guy Hook,,00 lbs. Ultimate Tensile Machine Bolt, /" x ", 8,0 lbs. Ultimate Tensile Double Coil Spring Lock Washer /" Guy Hook,,00 lbs. Ultimate Tensile Machine Bolt, /" x ", 8,0 lbs. Ultimate Tensile Pole Eye Plate,,000 lbs. Ultimate Tensile Double Coil Spring Lock Washer /" Pole Eye Plate,,000 lbs. Ultimate Tensile Machine Bolt, 7/8" x ",,00 lbs. Ultimate Tensile Double Coil Spring Lock Washer 7/8" Guy Hook,,00 lbs. Ultimate Tensile Pole Eye Plate,,000 lbs. Ultimate Tensile Double Coil Spring Lock Washer /" Pole Eye Plate,,000 lbs. Ultimate Tensile Double Coil Spring Lock Washer /" Machine Bolt, /" x ", 8,0 lbs. Ultimate Tensile Machine Bolt, /" x ", 8,0 lbs. Ultimate Tensile Pole Eye Plate,,000 lbs. Ultimate Tensile Machine Bolt, 7/8" x ",,000 lbs. Ultimate Tensile Double Coil Spring Lock Washer 7/8" Machine Bolt, /" x ", 8,0 lbs. Ultimate Tensile Double Coil Spring Lock Washer /" CONSTUCTION STANDADS G G G G G 08 0 G G G EVISIONS DATE ENG OPS // CM AH DOUBLE GUY ATTACHMENTS of G0-G7 G0 //8 700

19 G0 G Note: For a head guy, turn attachment upside down. G G G Note: Only for bridle and light span guys. ev. - Corrected material issues and drawings, added "single" to title, obsoleted G, and added G. Guy Hook,,00 lbs. Ultimate Tensile Machine Bolt, /" x ", 8,0 lbs. Ultimate Tensile Curved Washer, Cast, " x " Double Coil Spring Lock Washer /" Guy Hook,,00 lbs. Ultimate Tensile Pole Eye Plate,,000 lbs. Ultimate Tensile Machine Bolt, /" x ", 8,0 lbs. Ultimate Tensile Curved Washer, Cast, " x " Double Coil Spring Lock Washer /" /" x /" Lag Screw /" Flat ound Washer Machine Bolt, /" x ", 8,0 lbs. Ultimate Tensile Curved Washer, Cast, " x " Double Coil Spring Lock Washer /" Machine Bolt, 7/8" x ",,00 lbs. Ultimate Tensile Curved Washer, Cast, " x " Pole Eye Plate, Heavy,000 lbs. Ultimate Tensile Double Coil Spring Lock Washer 7/8" Eyelet, /" Gav., 8,0 lbs. Ultimate Tensile CONSTUCTION STANDADS SINGLE GUY ATTACHMENTS G0 G G G EVISIONS DATE ENG Machine Bolt, /" x ", 8,0 lbs. Ultimate Tensile 7 G OPS //00 HWH MA // CM AH of G0-G G0 //8 700

20 0 7 GDG 0 GDG GDG GDG 7'-0" 7 0 GDG 70 GDG 7 8 7'-0" 0 7 GDG 7 GDG 7 ev. - emoved uninsulated guys (GDG0-), and corrected drawings and material issue. CONSTUCTION STANDADS EVISIONS DATE ENG OPS // CM AH DOWN GUYS of GDG0 - GDG8 GDG0 //8 700

21 7'-0" 7 0 GDG 80 GDG 8 Notes:. If more than one guy will be attached to one anchor, an additional long automatic guy grip must be called for: 0-0M Long Auto Guy Grip - 8M Long Auto Guy Grip. ' and 0' Fiberglass Strain Insulators must be called for separately: 77- ' Fiberglass Strain Insulator 78-0' Fiberglass Strain Insulator ev. - emoved uninsulated guys (GDG0-), and corrected drawings and material issue. Guy Wire, 0M Guy Grip, 0M, Preformed CONSTUCTION STANDADS DOWN GUYS ft GDG0 Guy Grip, 0M, Automatic, Short 8 Insulator, Guy Strain Small,,000 lbs. Ultimate, ANSI Marker, Guy 8' Yellow 0 Guy Wire, 8M Guy Grip, 8M, Preformed GDG 7 Guy Grip, 8M, Automatic, Short 0 Marker, Guy 8' Yellow 0 Insulator, Guy Strain Large, 0,000 lbs. Ultimate, ANSI - 78 Guy Wire, 0M Guy Grip, 0M, Preformed ft ft GDG Guy Grip, 0M, Automatic, Short 8 Insulator, Guy Strain Small,,000 lbs. Ultimate, ANSI Clevis, Thimble /" 8 0 Marker, Guy 8' Yellow 0 Guy Wire, 8M Guy Grip, 8M, Preformed GDG 7 Guy Grip, 8M, Automatic, Short 0 Marker, Guy 8' Yellow 0 Insulator, Guy Strain Large, 0,000 lbs. Ultimate, ANSI - 78 Clevis, Thimble /" ft EVISIONS DATE ENG OPS // CM AH of GDG0 - GDG8 GDG0 //8 700

22 ev. - emoved uninsulated guys (GDG0-), and corrected drawings and material issue. Guy Wire, 0M Guy Grip, 0M, Preformed CONSTUCTION STANDADS DOWN GUYS GDG70 Guy Grip, 0M, Automatic, Short 8 Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover Marker, Guy 8' Yellow 0 Guy Wire, 8M Guy Grip, 8M, Preformed ft GDG7 7 Guy Grip, 8M, Automatic, Short Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover Marker, Guy 8' Yellow 0 Guy Wire, 0M Guy Grip, 0M, Preformed ft ft GDG7 Guy Grip, 0M, Automatic, Short 8 Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover Marker, Guy 8' Yellow 0 Clevis, Thimble, /" Diameter Guy Wire, 8M Guy Grip, 8M, Preformed GDG7 7 Guy Grip, 8M, Automatic, Short Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover Marker, Guy 8' Yellow 0 Clevis, Thimble, /" Diameter Guy Wire, 0M Guy Grip, 0M, Preformed ft ft GDG80 Guy Grip, 0M, Automatic, Short 8 Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover Marker, Guy 8' Yellow 0 Guy Wire, 8M Guy Grip, 8M, Preformed GDG8 7 Guy Grip, 8M, Automatic, Short Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover Marker, Guy 8' Yellow 0 ft EVISIONS DATE ENG OPS // CM AH of GDG0 - GDG8 GDG0 //8 700

23 GSG 0 GSG 8 0 GSG GSG 7 GSG GSG GSG GSG 7 ev. - Obsoleted GSG0 to GSG, added GSG to GSG7, and corrected drawings and material lists. CONSTUCTION STANDADS EVISIONS DATE ENG OPS // CM AH SPAN GUYS of GSG0 - GSG8 GSG0 //8 700

24 7 7'-0" GSG 70 GSG 7 7'-0" 7'-0" GSG 8 GSG 8 7 GSG 8 GSG 8 7'-0" Note: ' and 0' Fiberglass Strain Insulators must be called for separately: 77- ' Fiberglass Strain Insulator 78-0' Fiberglass Strain Insulator ev. - Obsoleted GSG0 to GSG, added GSG to GSG7, and corrected drawings and material lists. CONSTUCTION STANDADS EVISIONS DATE ENG OPS // CM AH SPAN GUYS of GSG0 - GSG8 GSG0 //8 700

25 ev. - Obsoleted GSG0 to GSG, added GSG to GSG7, and corrected drawings and material lists. Guy Wire, 0M Guy Grip, 0M, Preformed Insulator, Guy Strain, Small,,000 lbs. Ultimate, ANSI - Guy Grip, 8M Guy Grip, 8M, Preformed CONSTUCTION STANDADS SPAN GUYS 0ft 0ft GSG0 GSG Insulator, Guy Strain, Large, 0,000 lbs. Ultimate, ANSI - 78 Guy Wire, 0M Guy Grip, 0M, Preformed Insulator, Guy Strain, Small,,000 lbs. Ultimate, ANSI - 0ft GSG 0 Clevis, Thimble, /" Diameter 8 Guy Grip, 8M Guy Grip, 8M, Preformed GSG 8 Clevis, Thimble, /" Diameter Insulator, Guy Strain, Large, 0,000 lbs. Ultimate, ANSI - 78 Guy Wire, 0M Guy Grip, 0M, Preformed 0ft 0ft GSG Guy Grip, 0M, Automatic, Long 0 Insulator, Guy Strain, Small,,000 lbs. Ultimate, ANSI Guy Grip, 8M Guy Grip, 8M, Preformed GSG 7 Guy Grip, 8M, Automatic, Long Insulator, Guy Strain, Large, 0,000 lbs. Ultimate, ANSI - 78 Guy Wire, 0M Guy Grip, 0M, Preformed 0ft 0ft GSG Guy Grip, 0M, Automatic, Long 0 Insulator, Guy Strain, Small,,000 lbs. Ultimate, ANSI Clevis, Thimble, /" Diameter 8 Guy Grip, 8M Guy Grip, 8M, Preformed GSG7 7 Guy Grip, 8M, Automatic, Long 8 Clevis, Thimble, /" Diameter Insulator, Guy Strain, Large, 0,000 lbs. Ultimate, ANSI ft EVISIONS DATE ENG OPS // CM AH of GSG0 - GSG8 GSG0 //8 700

26 ev. - Obsoleted GSG0 to GSG, added GSG to GSG7, and corrected drawings and material lists. 7 Guy Wire, 0M Guy Grip, 0M, Preformed Guy Grip, 8M Guy Grip, 8M, Preformed Guy Wire, 0M Guy Grip, 0M, Preformed Guy Grip, 8M Guy Grip, 8M, Preformed Guy Wire, 0M Guy Grip, 0M, Preformed Guy Grip, 8M Guy Grip, 8M, Preformed Guy Grip, 8M, Automatic, Long CONSTUCTION STANDADS SPAN GUYS 0ft GSG8 EVISIONS DATE ENG 0 7 Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover 778 GSG8 Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover 778 0ft 7 Guy Grip, 0M, Automatic, Long 0 0ft GSG8 Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover 778 GSG8 Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover 778 0ft GSG7 7 Guy Grip, 8M, Automatic, Long Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover 778 0ft 0ft GSG70 Guy Grip, 0M, Automatic, Long 0 Insulator, Guy Strain, Small,,000 lbs. Ultimate, ANSI Insulator, Fiberglass, Wheel, 7',,000 lbs. Ultimate, 0kV Wet Flashover 778 Insulator, Guy Strain, Large, 0,000 lbs. Ultimate, ANSI OPS // CM AH of GSG0 - GSG8 GSG0 //8 700

E1-1. Grounded Single Down Guy. Material Number. Material. Number a lbs Cable Guy 3/8" EHS f * Washer Sq Curved 4x4 13/16H

E1-1. Grounded Single Down Guy. Material Number. Material. Number a lbs Cable Guy 3/8 EHS f * Washer Sq Curved 4x4 13/16H a 2000195 12 lbs Cable Guy 3/8" EHS f *3000237 2 Washer Sq Curved 4x4 13/16H b *2000429 1 Deadend Auto 3/8" Guy g * 2 Bolt Machine 3/4" c *2000435 1 Deadend Preformed 3/8" Guy h 2000578 1 Marker Guy 8'