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S u b s t a t i o n A d v a n t a g e s

For more than 50 years, Valmont Newmark has been providing quality engineered substationstructures to utility customers around the world. As a market leader in tapered-tubular substations, Val-mont Newmark specializes in providing the entire package of tapered — tubular structures — from dead-ends to equipment stands to bus supports.

Valmont Newmark substation structures offer unparalleled advantages.

Lighter and yet stiffer structures. A tube has a higher degree of stiffness per poundabout either major axis than a typical wide flange section, thus eliminates the need ofweak-axis bracing. Torsional rigidity is also greater. A tapered tubular leg offers themost efficient use of steel by utilizing a smaller cross section where the load is reduced.For similar loadings, a tapered tubular dead-end can be 50% lighter than other typesof construction.

Space-saving capabilities and foundation reduction. With careful planning, stan-dard and special equipment arrangement can be mounted on fewer members by employ-ing tubular shapes. This application reduces foundations, grounding connections,conduit excavations and surface furnishings.

Less installation time and lower total installed cost. With fewer components andsimplified connection details, Valmont Newmark’s tubular substation structuressignificantly decrease erection time and cost. Using a long-lived protective coating, suchas hot-dip galvanizing, tubular structures are easy to maintain.

Aesthetically pleasing. In contrast to the cluttered appearance and complexity oflattice frames and wide flange structures, Valmont Newmark’s tubular designs can en-hance your community’s appearance with clean low-profile structures.

Increased dead-end tension capabilities. Our high strength steel line terminationstructures allow higher tensions in conductors, while still using less steel than other con-struction methods. The use of higher tensions may eliminate the need for atransmission dead-end pole outside the substation and provide additional savings.

Safe and easy maintenance access. The clean, open style of Valmont Newmark’sengineered substation structures promotes safe working procedures while providingeasy access for regular maintenance.

Quality engineered designs. Each structure is individually engineered to meet yourexact requirements.

Overall, we offer lower installed costs, better structural performance and aesthetically pleasing installations.

L i n e T e r m i n a t i o n S t r u c t u r e s

As a world leader in the design and fabrication of welded tapered-tubular structures, ValmontNewmark provides line termination structures to meet your exact requirements. Valmont Newmarkoffers a wide range of structure design options including A-frames, H-frames and single poletermination structures tailored to accommodate most specifications. We provide structures at systemvoltages from 765kV through 15kV and have the tools available to assist you in defining your specialrequirements.

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B u s S u p p o r t S t r u c t u r e s

Valmont Newmark’s bus supports are configured to perform various tasks. Single phase, multi-phase,high, low and bi-level are just a few. Valmont Newmark offers a range of options…single-leg,multi-leg and vertical multi-phase...each an example of the flexibility of tapered tubular construction.In addition, clean lines, small footprints and minimal foundation requirements result in reducedtotal installed costs while our simple connections save construction time. With Valmont Newmark,phrases “off the truck” and “direct to the foundation” are a reality. Our engineers can design varioustypes of members to meet your project requirements.

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S w i t c h S t a n d s

Valmont Newmark engineers understand the special requirements of switch supports. Most often, thestructure designs are controlled by the deflection constraints required to ensure proper operation ofthe switch and their operating mechanisms. Regardless of the type of switch installed, “V”, verticalbreak, side break, load break, fuse or by-pass, Valmont Newmark provides structures to support them.Valmont Newmark’s tapered-tubular construction and up-to-date analysis methods provide superiorperformance and reliability.

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S p e c i a l S t a n d s

Special stands are a category of equipment supports that provide unique solutions as part of ValmontNewmark’s substation package. Structures for surge arrester, metering equipment and wavetraps areexamples of special applications requiring freedom of arrangement made possible using ValmontNewmark’s tapered-tubular structures.

S p e c i a l S t r u c t u r e s

As a total solution provider, Valmont Newmark satisfies your structural needs for substations andbeyond. We provide shield wire masts, lightning masts, GOABS poles and many additional types ofspecial structures. Ask us about your special requirements.

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Substation Structures

An engineering insight into low-profile cost savings.

assemble and erect. This has led many designersto specify a (braced) wide flange style of structure.Although this type of design partially addressesthe aesthetics problem, it also creates problems ofits own. These structures are designed usingtraditional building/bridge design procedures.The most widely referenced specifications beingthe A.I.S.C. Specification/ Code of StandardPractice and N.E.M.A. SG-6 Specification, Part36. But the wide flange style of construction has itsown problems. Material is wasted because of the“weak axis” characteristics and low yield strengthof the wide flange sections. Therefore, thestructure costs will reflect this. At the site, there isa great potential for lost fasteners and smallpieces, as well as member misalignment; all ofwhich affects the erection time and costs.

The ability of a member to resist bending is afunction of the moment of inertia, “I”, of themember. Wide flange shapes have two discreteaxes: a major (strong) axis, and a minor (weak)axis. A designer strives to design a structure toutilize the stronger of these two axes andconsequently use less steel. Unfortunately, wideflange shapes, as well as other open shapes, tryto twist and present the weaker of the two axes inthe loaded direction. To overcome this tendency totwist, designers usually have to add additionalmembers to brace the weak direction. Thisincreases the structure wind profile anddeadweight (which affects the foundationreactions) and increases the cost.

Closed sections on the other hand - such asround, square, or other polygonal shaped tubes -have exceptional torsional properties. It is thetorsional resistance of a tube that preventspresentation of a weak axis, or twisting, into theplane of loading. A round or square tube issymmetrical in cross-section, so the moment ofinertia is the same about both major axes. Usingthese shapes the designer can develop structureswith high strength capacities in any direction,stiffer translational and rotational deflectionperformance, and at the same time, provide amore aesthetically pleasing structure. Because thedesigner does not have to worry about themember twisting under load, he can reduce oreliminate the need for bracing and thus provide amore economical structure.

But there is still a cost — an unnecessary cost— to pay for these straight closed sections. Whileoffering a great advantage over lattice or wide

Potentials Unlockedwith TaperedSteel TubesLower installed costs, more versatility in layout,greater strength and a more pleasing, low-profile design give utilities an edge in meetingtoday’s demanding substation requirements.

The structural requirements of a substationdemand that some, if not all, of the followingcriteria be met:

1. The structural sections chosen must safelycarry the load imposed on them.

2. The configuration must be stiff enough topreclude any compromise of electricalclearances or equipment performancerequirements.

3. The structure style should be chosen withan eye towards reducing the costs offoundations and other underground work.

4. Structure erection time should be reducedas much as possible.

5. The structure style should makeequipment access easier and safer foroperations/maintenance people.

6. The total installed cost of the substationshould be as low as possible.

7. The finished appearance should reflectfavorably on the utilities’ public image.

In today’s environment, utilities are having todo more with less. Budgetary constraints andlimited resources are challenging utility engineersto find the most cost effective means to providereliable power at competitive rates. In addition tothese economic pressures, utilities face the taskof meeting strict environmental criteria.Obviously, careful attention to both structure styleand choice of structural section, in the design ofa substation structure, will positively impactproject costs and public acceptance.

In the past, lattice construction was widelyused, but its cluttered appearance implies acomplexity that is clearly not in keeping withmodern construction methods. As constructioncosts have increased, this type of constructionhas given way to unbraced and semi-bracedsystems having fewer components to field

Valmont Newmark, 801 N. Xanthus St., Tulsa, Oklahoma 74110 ~ (918) 583-5881 ~ (918) 585-1927 fax ~ www.valmont-newmark.com

flange structures, straight tubular structures maynot provide the most economical substationdesign. Of the seven criteria mentioned earlier,the two governing factors in substation structuredesign are strength and deflection limitation, withdeflection limitation usually controlling. Thedeflection of a structure is directly proportional tothe applied load and inversely proportional to themoment of inertia of the section. For the type ofstructures used in substations, the greatestmember loads occur at or near the base.Therefore, member selection is based on theloads at the base. Since a straight member has auniform cross-section along its length, this resultsin the designer using much more material at thetop of the member than is required andconsequentially wastes material and money.

That brings us to the cost saving alternative:use a tapered tubular structure. This structure hasall the advantages of the straight tubular sectionin addition to the following: the larger sectionprovided at the base carries the overturningmoment of the entire structure; the smaller topsection reflects a requirement for less loadcapacity. In short, a ‘tailored’ section can beprovided for a particular structure. Every pound ofsteel is used as efficiently as possible.

The high strength to weight ratio for taperedtubular structures, combined with their inherentstiffness, gives the designer greater versatility inthe layout and design of a substation. Sinceadditional members are not required for bracing,field assembly and erection is quicker andtherefore less costly.

Deadend Structures

Let’s first look at the use of tapered tubularmembers for the substation deadend structure.For similar loadings, a tapered tubular deadendcan be up to 50% lighter than other types ofconstruction. This can result in substantial savingssince the deadend is usually heavier and morecostly than all other substation structures.

To avoid placing a large lattice, or (braced)wide flange, deadend inside the substation - withthe inherent “weak vs. strong” axis penalties, thebracing requirements, it has been commonpractice to install a heavy transmission linetermination structure right outside the substation

fence, in the same style as the otherT-line structures. The primary purpose of thisstructure is to allow the transmission line toleave/enter the yard at low to moderate tensionsand thus keep the loads on the substationdeadend down, which in turn keeps the weight ofthe structure down. The use of a tapered tubulardeadend allows the use of much higher tensions,while still using less steel than other types ofconstruction. The use of higher tensions into/outof a substation may eliminate the need for atransmission line termination structure andtherefore provide additional savings.

Significant savings can also be realized in theconstruction labor to assemble and erect atapered tubular deadend. This results from thesimplified structure details. In many wide flangedesigns the conductor beam sits between the legsand is attached to the legs by clip angles andmany bolts. Errors in the fabrication of the lengthof the conductor beam or errors in plumbing thelegs of the A-frame, can result in difficulty inassembling the structure. On the other hand, theconductor beam on the tubular structure lands ontop of the legs. The assembly bolts are then“dropped” into the holes. Any fabrication errorsor non-plumbness is taken care of by “making”the bolts on one side of the structure and then“booming” left or right to “make” the remainingbolts. Regardless of the height or width of thedeadend, no section is greater than 55’ in length.Very often the design can be arranged to makemembers only 40’ long, flange-assembled, soshipment can be made without special permits.The lighter, single bay, A-frame designs requireonly 24 bolts for assembly versus 5 or 10 timesthat in other structure types!

The lighter structure weight plus the simplicityof assembly and erection can result in greatsavings on a total installed cost basis over theother types of construction.

Some utilities have discovered that the use oftapered tubular structures has allowed them touse larger take-off angles or to compact theirsubstations by combining structures. As anexample, one southwestern utility adds a platformto their A-frames and mounts vertical breakswitches. The stiffness of a tapered tube allowsthem to control the deflections within the verylimited range required for operation of the switchwithout paying substantial penalty in the design ofthe A-frame.


801 N. Xanthus Street, Tulsa, Oklahoma 74110(918)583-5881 - (918)585-1927 - www.valmont-newmark.com

In the design of equipment stands, limitingdeflections plays a major role. There are twomain reasons for limiting deflections ofsubstation structures: to maintain operability ofthe various pieces of equipment under adverseconditions; and to avoid damage to the variouspieces of equipment due to structure deflection.Much of the equipment consists of porcelaininsulators, which cannot sustain large lateralloads that can result from structure deflection.

Many utilities rely on the latest N.E.M.A. SG-6Specification for deflection limit criteria. Theproblem with this specification is that it appliesonly translational deflection limits to the top of astructure. In the absence of rotational deflectionlimits, and considering the mass and wind profileof certain equipment, such as potential or currenttransformers, or wave traps - very tall and veryheavy - the N.E.M.A. criteria may be too liberal.While the structure may meet the N.E.M.A.translational deflection limits, the deflection atthe top of the “live parts” may be too large,putting a large, potentially damaging,mechanical load on the equipment. The use of atapered tube allows the designer to preciselystiffen a structure to provide small deflections atthe “live parts” elevation for a very nominalincrease in structure weight and cost.

The use of tapered tubular equipment standscan also save money by reducing the number offoundations required. Three phase bus andequipment supports can be designed with one ortwo legs - depending on voltage and soilconditions. The single-leg style of stand can bevery effective, and may be applied up to 161 KV;while, with higher voltages, or in poor soils, atwo-leg style is more economical. Certain switcharrangements can be accommodated on oneleg; many four-leg wide flange or square tubeswitch structures can be reduced to two-legdesigns - with tapered tubes - with obvioussavings in foundations and grounding costs!

The advantages of using tapered tubularstructures for substations can be summarized asfollows:

1. Lighter structures.

2. Stiffer structures.

3. Space-saving capabilities.

4. Higher deadend tension capabilities.

5. Less costly foundations and otherunderground work.

6. Safe, comfortable maintenance access.

7. Lower total installed cost.

8. Architecturally attractive, aestheticallypleasing.

Equipment Stands Summary

TABLE OF CONTENTS

SECTION S1 - General InformationInstallation and Maintenance Information...........................................................................................................................S1-1How to Use Your Substation Specifications..........................................................................................................................S1-2General Terms and Conditions...........................................................................................................................................S1-7

SECTION S2 - SpecificationsScope ............................................................................................................................................................................ S2-1Definitions ..................................................................................................................................................................... S2-1References ..................................................................................................................................................................... S2-1Design Conditions ......................................................................................................................................................... S2-2Performance Criteria...................................................................................................................................................... S2-3Deflections .................................................................................................................................................................... S2-3Drawings and Calculators ............................................................................................................................................. S2-4Materials ....................................................................................................................................................................... S2-4Fabrication .................................................................................................................................................................... S2-5Protective Coatings ........................................................................................................................................................ S2-5Quality Assurance ......................................................................................................................................................... S2-6Shipping Requirements .................................................................................................................................................. S2-6

SECTION S3 - Equipment StandardsSingle Phase Bus Support Type 1BS .................................................................................................................................S3-1Three Phase Bus Support-Single Column Type 3BS-S ...................................................................................................... S3-3Three Phase Bus Support-Double Column Type 3BS-A.................................................................................................... S3-5Three Phase “V” Switch Support Type VSW-S .................................................................................................................. S3-7Three Phase “V” Switch Support Type VSW-A.................................................................................................................. S3-9Three Phase Vertical Break Switch Type VBS-A ............................................................................................................. S3-11Three Phase Vertical Break Switch Type VBS-B ............................................................................................................. S3-13Three Phase Vertical Break Switch Type VBS-C............................................................................................................. S3-15Single Phase Surge Arrester Support Type 1SA............................................................................................................. S3-17Three Phase-Single Column Surge Arrester Support Type 3SA-S .................................................................................. S3-19Three Phase-Double Column Surge Arrester Support Type 3SA-A ................................................................................ S3-21Single Phase CCVT-CVT Support Type 1CCVT ............................................................................................................. S3-23Three Phase-Single Column CCVT-CVT Support Type 3CCVT-S ................................................................................... S3-25Three Phase-Double Column CCVT-CVT Support Type 3CCVT-A ................................................................................. S3-27Single Phase Potential Transformer Support Type 1PT................................................................................................... S3-29Three Phase-Single Column Potential Transformer Support Type 3PT-S......................................................................... S3-31Three Phase-Double Column Potential Transformer Support Type 3PT-A....................................................................... S3-33Single Phase CT Support Type 1CT ............................................................................................................................. S3-35Three Phase CT-Single Column Structure Type 3CT-S................................................................................................... S3-37Three Phase CT-Two Column Structure Type 3CT-A ...................................................................................................... S3-39Wave Trap - CCVT - Vertical Assembly Support Type WT-CCVT-V ................................................................................. S3-41Wave Trap - CCVT - Horizontal Assembly Support Type WT-CCVT-H............................................................................ S3-43Wave Trap - Insulator - Horizontal Assembly Support Type WT-INS-H .......................................................................... S3-45Miscellaneous Single Phase Equipment Support Type 1MES ......................................................................................... S3-47Miscellaneous Three Phase-Single Column-Equipment Support Type 3MES-S............................................................... S3-49Miscellaneous Three Phase-Double Column-Equipment Support Type 3MES-A............................................................. S3-51

SECTION S4 - Line Termination StructuresA-Frame Type-A............................................................................................................................................................. S4-1A-Frame Type-B..............................................................................................................................................................S4-3H-Frame Type-A .............................................................................................................................................................S4-5H-Frame Type-B .............................................................................................................................................................S4-7

SECTION S5 - Special StructuresLightning Mast Structure LMS ......................................................................................................................................... S5-1Shield Wire Mast Structure SWM .................................................................................................................................... S5-3Group Operated Air Break Switch Pole Structure GSWP.................................................................................................. S5-5Line Termination-Dead End-Pole Structure DEP ............................................................................................................... S5-7


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INSTALLATION ANDMAINTENANCE INFORMATION

Distribute this information to installation personnel, futuremaintenance personnel, and owners.

This general information deals primarily with the longterm durability of structure types supplied by ValmontNewmark, Inc. It is not intended to be a comprehensivedescription of how to install structures. Competent instal-lation contractors must be relied upon for practices andequipment that meet the demands of the conditions ofeach job location.

Valmont Newmark, Inc. cannot be responsible for anydamage that occurs during or after installation, or forany structure that has been modified by the purchaser orthat is utilized in some way other than original designparameters.

For information about the structural capability of theseproducts or about installation practices, write or call:

Manager of Engineering, Substation ProductsValmont NewmarkSubstation Manufacturing Facility801 N. Xanthus StreetTulsa, OK 74110(918) 583-5881 Voice(918) 585-1927 Faxwww.valmont.com

Corrosion Protection

Structures that are to be stored prior to use should beprotected from moisture retention and kept well ventilated.Removal of all packing and shipping materials isrecommended to prevent accelerated finish deterioration.

All finishes are subject to gradual deterioration. The rateof deterioration is a function of many variables such as:

• corrosive elements in the atmosphere• salt spray from road surfaces or a marine environment• moisture from rainfall or condensation andaccumulation of debris

An on-going maintenance program must include periodicinspection for normal deterioration of the protective coating,and for any indication of corrosion, which may be local-ized. Renewal of the protective coating, both inside andoutside, must be done at the end of the coating life topreserve the structural integrity of each assembly.

Effects of Vibration

Although rare, vibrations severe enough to causedamage can occasionally occur in structures of all types.Because they are influenced by many interactingvariables, vibrations are generally unpredictable. There isno single cure that will assure the prevention of all modesof vibration.

Vibration is believed to most likely occur when structures(or components such as arms) are installed withoutattaching the equipment which the structures aredesigned to support. Therefore that equipment, ordevices equivalent in damping characteristics,should be installed at the time of erection.

Steel structures have been less affected by vibrations thanstructures of other materials. However, the user’smaintenance program should include observation forexcessive vibration and examination for any structuraldamage or bolt loosening.

Anchor Bolt Foundations

When leveling nuts are used, the lower nuts should beplaced about 1" above the concrete surface. (Allowsadjustment +/- 1")

Valmont Newmark, Inc. designs anchor bolts to allowfor full ventilation of the interior of the columns, thusinsuring long structure life. The design considers fullsupport of all loads by the anchor bolts, with out the useof grout.

HOW TO USE YOURSUBSTATION SPECIFICATIONS

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The accuracy of any design is directly related to the completeness of the design data provided.

The intent of this catalog is to serve as a tool for you to convey your specific project requirements.

Typically, each utility has unique design and dimensional requirements. There are no industry-wide standardsthat we can present and from which you may select. Please use the specification pages as a tool to accumulate andconvey your specific requirements. If you are planning a project beyond your existing capacities, we included chartswith dimension and recommendation from which to choose.

Feel free to reproduce the specification pages in this binder. Enter your information as completely as possible,for submittal with your request for Designs and a Quotation.

The following pages have been completed to represent a possible design request scenario.

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THREE PHASE BUS SUPPORTDOUBLE COLUMN TYPE 3BS-A

Refer to www.valmont-newmark.com to download Substation Selection Guide pdf.

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LINE TERMINATION STRUCTUREA-FRAME TYPE B




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AGREEMENT: This document (“Document”) contains the standard terms and conditions of sale by Valmont-Newmark (“Supplier”), to Purchaser, of products, materi-als, other goods, equipment, operations, or services (“Product”). If this Document is a quotation, then the offer contained herein shall remain open for thirty (30) daysfrom the date it was issued, unless otherwise specified, and Purchaser shall be deemed to have accepted the offer and terms and conditions contained herein upon theearlier of: (1) Purchaser’s signature and return of this Document to Supplier by fax or any other means; (2) Supplier’s receipt of any order or any other writing fromPurchaser indicating Purchaser’s acceptance and agreement to the terms hereof. Whether this Document is a quotation, an invoice, or otherwise, the terms and con-ditions of the parties’ agreement shall consist solely of the terms and conditions contained on the front and back of this Document, together with any separate writtenagreement previously executed by both Purchaser and Supplier, any invoices generated in connection herewith, and any written addenda to the foregoing that areSigned by Purchaser and Supplier (all of which are hereinafter collectively referred to as the “Agreement”). Any additional or different terms contained in any order orother document submitted by Purchaser to Supplier shall be deemed rejected, unless expressly accepted in writing by Supplier. In no event shall Supplier’s silence orfailure to respond to any such additional or different terms be deemed to constitute acceptance or approval thereof. If this Document is a quotation, then failure of thePurchaser to reject these terms and conditions in writing upon the first to occur of the receipt of this or any other document from or on behalf of the Supplier contain-ing these terms and conditions or the delivery of Product pursuant to the Agreement shall constitute final acceptance of the terms and conditions hereof. To the extentthis invoice is in any way deemed to be an acceptance of an offer of the Purchaser, any such acceptance of the Supplier is expressly conditioned upon the consent ofthe Purchaser to the terms and conditions of the Agreement.

MODIFICATIONS: The Agreement may be modified or rescinded only in writing signed by duly authorized representatives of the parties. For any changes requestedby Purchaser to the quantity or quality of the Product, Purchaser shall pay the Supplier a charge equal to the actual additional cost incurred by the Supplier as a resultof such change plus a reasonable percentage of such actual cost for overhead and profit.

CANCELLATION: Orders accepting an offer from Supplier may be canceled only with Supplier’s written consent and upon terms which will save Supplier from loss,including all out-of-pocket costs and lost profits.

LIMITED WARRANTY: Supplier warrants the Product to be free of material and workmanship defects for a period of one year from the date of shipment, but saidwarranty is limited to material and workmanship of the Product designed and manufactured by the Supplier. For any Product manufactured using items supplied byPurchaser or Purchaser’s designee, Supplier makes no warranty concerning the design, fabrication, or manufacture of the items supplied. Such items shall carry onlythe respective designer’s, fabricator’s, or manufacturer’s warranty, if any. For any Product manufactured or fabricated by Supplier according to specifications or designsprovided by Purchaser or Purchaser’s designee, Supplier makes no warranty concerning the adequacy or sufficiency of the specifications or designs themselves. Noperson has the authority to bind Supplier to any representation or warranty other than the foregoing limited warranties as disclaimed.

All warranty claims alleging defects of materials or workmanship must be submitted in writing within thirty (30) days after the discovery of the defect or such claim shallbe considered waived. Supplier will not accept Product returned to it for repair or replacement, unless Supplier is previously notified of the defect in writing and thereturn or correction is authorized by Supplier in writing. Any Product deemed by Supplier, in its sole discretion, to be defective in material or workmanship will berepaired or replaced, at Supplier’s option, F.O.B. Supplier’s plant.

Supplier’s obligation to repair or replace any defective Product shall not include any obligation to reimburse the Purchaser for transportation, installation, removal,unauthorized repairs, or any other expenses that may be incurred by the Purchaser or others in relation to any Product defect.

The foregoing warranties shall not apply to any Product that has been subjected to misuse, neglect or accident, or has been altered or tampered with, or has been usedbeyond its normal useful or expected life, or which has had corrective work done thereon, without Supplier’s written consent.

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If both Supplier and Purchaser agree to delivery of Product F.O.B. destination, then the following additional provisions apply: (i) prices shall include freight, permits andescorts, if needed, to deliver poles from plant to job site, (ii) Purchaser shall be responsible for truck access to the off-load point on a legal right-of-way, such that thetruck can adequately travel to and from the destination under its own power, and (iii) Purchaser shall be responsible for all damage done to landscaping and groundsdue to delivery.

PRICING: All prices are subject to change without advance notice except those shown on a specific quotation indicating the prices to be firm for thirty (30) days fromthe date of the quotation. For orders accepting offers made by Supplier, Purchaser agrees that if the contract documents or designs or the prices of raw materials changefrom that contained in the order, Supplier has a right to charge additional compensation for increased costs, including, without limitation, costs related to freight andraw materials, as well as for increased margin associated therewith.

RETURNS: Supplier will not accept returns for custom-made Product for any reason, provided that Supplier will accept returns made solely for repair or replacementunder the foregoing express warranties, but only if Supplier has previously authorized said returns in writing. Standard (non-custom) Product may not be returned with-out the written consent of Supplier, and only upon the following conditions: (i) all returned Product must be in excellent and merchantable condition; (ii) “Return GoodsAuthorization” labels, available from Supplier, must accompany the shipment; (iii) the outbound and return freight must be pre-paid; and (iv) the return is subject to arestocking charge of 45% of the then-current price.

VALMONT-NEWMARKSTANDARD TERMS AND CONDITIONS OF SALE

RISK OF LOSS: Risk of Loss shall pass to Purchaser upon the earlier of (i) completion of the Product’s manufacture, if shipment is delayed by Purchaser, (ii) deliveryof the Product to the Purchaser in cases where shipment is F.O.B. destination, or (iii) delivery of the Product to the carrier in cases where shipment is collect or is F.O.B.point of shipment.

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CREDIT APPROVAL: All orders are subject to Supplier’s approval of Purchaser’s credit.

TERMS, INVOICES & PAYMENT: Payment terms are NET thirty (30) days from the date of Supplier’s invoice, unless otherwise specified in the invoice or other appli-cable agreement. Invoices will be rendered upon delivery of each truck load to Purchaser. All payments shall be made to the “Remit to” location as stated on theSupplier’s invoice. Supplier reserves the right to invoice, and Purchaser agrees to pay for, any or all material ready for shipment, together with expenses, costs, andlosses associated therewith, whenever shipment is delayed pursuant to Purchaser's written instructions or for other reasons beyond Supplier’s control.

TAXES: Any tax or other charge imposed by law on the sale of goods or the performance of services shall be paid by the Purchaser, unless the law specifically pro-vides that such payment must be absorbed by Supplier. Purchaser shall inform the Supplier, in writing in advance, of such taxes or other charges imposed by state,municipal, or other law that are to be paid by the Supplier.

LATE CHARGE: A monthly late charge of 1.5% of the invoice amount or $50, whichever is greater, will be assessed on all past-due amounts.

SECURITY FOR PAYMENT: To secure the payment of any and all amounts due Supplier under this Agreement or any other contract between the parties, Supplierretains and the Purchaser grants to Supplier a security interest in the Product purchased hereunder and agrees to execute and deliver to Supplier such financing state-ments and to take any other action necessary to perfect Supplier’s security interest as Supplier may reasonably request.

DEFAULT OF PURCHASER: In the event that (i) Purchaser fails to pay any invoice when due; (ii) Purchaser breaches this Agreement or any other contract withSupplier or any of its affiliated companies; or (iii) Purchaser’s financial strength becomes unsatisfactory to Supplier, Purchaser shall thereby be in default, and Supplierreserves the right, in its sole discretion, to do any one or more of the following: (i) cancel this Agreement and any work in progress, shipments, and pending orderswithout further notice; (ii) declare all sums owing from Purchaser to Supplier to be due and payable; (iii) require payment in advance of performance, in certified funds;(iv) foreclose any security interest; (v) require other security satisfactory to Supplier. The exercise of any rights under this contract shall not bar Supplier from exercisingits rights under the UCC or any other applicable law. The Purchaser waives any applicable statutory exemptions and shall pay all expenses incurred by Supplier in thecollection of the amounts due under the Agreement, including attorneys' fees.

PATENTS, TRADE SECRETS, PROPRIETARY RIGHTS & INTERESTS: Purchaser shall indemnify and defend Supplier against any loss, liability or expense result-ing from a claim that any Product, or any part thereof, furnished by Purchaser hereunder infringes any patent, trade secret or other proprietary right or interest.

CONFIDENTIALITY: Purchaser shall employ all reasonable means to assure that material from Supplier which is labeled “privileged, confidential or proprietary” orwith similar wording and which comes into Purchaser’s possession as a result of this order shall not be disclosed without authorization to anyone other than employ-ees of Purchaser with a need to know. At a minimum, Purchaser will employ the same procedures to ensure confidentiality as it uses for its own privileged, confi-dential or proprietary materials. Purchaser shall, at the end of the performance of the Agreement, return privileged, confidential or proprietary material to the owneror supplier of such material or, if requested by the owner or supplier, destroy such material.

MANUALS, DESIGNS, DRAWINGS AND SPECIFICATIONS: All manuals, instructions, designs, drawings or specifications related to the Product described in thisorder and the information contained therein contain proprietary information and may not be reproduced, transferred, or distributed or used in any manner unrelat-ed to the equipment or other goods sold pursuant to this order by Purchaser without the prior consent of Supplier.

INDEMNIFICATION: Purchaser shall indemnify and hold Supplier harmless from all expenses (including attorneys’ fees), claims, demands, suits, judgments, actions,costs, and liabilities, which may arise from, relate to, or be connected with the Purchaser’s possession, installation, erection, start-up, use, maintenance, operation,removal, or resale of the Product described herein and any manuals, instructions, designs, drawings or specifications related thereto.

GOVERNING LAW: All disputes relating to the execution, interpretation, construction, performance or enforcement of the rights and obligations of the parties here-to shall be governed by the laws of, and resolved in the State and Federal courts in the State of Nebraska, and the parties hereby consent to venue in Omaha,Nebraska. All terms and conditions hereof shall be enforced and construed in accordance with the laws of the State of Nebraska. THE PURCHASER AND SUP-PLIER EACH HEREBY WAIVE THEIR RIGHT TO A TRIAL BY JURY ON ANY CLAIM (INCLUDING COUNTERCLAIMS) ARISING WITH RESPECT TO THEGOODS PURCHASED HEREUNDER.


VALMONT-NEWMARKSTANDARD TERMS AND CONDITIONS OF SALE

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DESIGN SPECIFICATIONSS U B S T A T I O N S


1 SCOPE1.1 This specification states the minimum requirements for the design conditions, performance criteria, deflections,

drawings and calculations, materials, fabrication, protective coatings, quality assurance and shipping require-ments for low-profile tapered-tubular steel substation structures. Loading and configuration information shallsupplement this specification.

2 DEFINITIONS2.1 Purchaser – Company or Company’s authorized representative purchasing low-profile tapered-tubular steel

substation structures.

2.2 Fabricator – Company supplying low-profile tapered-tubular steel substation structures.2.3 Request for Quotation – An inquiry directed to the Fabricator, by the Purchaser, which defines the initial scope

of supply and includes special shipping requirements, a general shipping destination, pre-shipment assembly,load testing and special inspections.

2.4 Purchase Order – A contract between the Purchaser and Fabricator, which defines the final scope of supplyand includes detailed shipping requirements, pre-delivery notification, shipping contact, e-mail address,mailing address and equipment cut-sheets.

2.5 NEMA Class A Structure – Class "A" structures are those intended for the support of high-voltage equipment(i.e., air switches, interrupter switches, and circuit interrupting devices).

2.6 NEMA Class B Structure – Class "B" structures are those on which the deflections within the limits do notaffect the performance of supported equipment (i.e., dead end structures, bus supports and miscellaneousequipment supports).

2.7 Stress Critical Structure – A structure where the design is typically controlled by stress, is tension loaded or issubject to cyclic loading.

2.8 Deflection Critical Structure – A structure where the design is typically controlled by deflection.2.9 Joint Penetration – A measurement from the surface of the parent material to the weld root.2.10 Inspection and Test Plan – A written procedure defining hold points, for inspecting and testing methods.2.11 Component – An item or sub-assembly designated for field installation.2.12 Equipment Cut-Sheets – Drawings of the equipment, which includes the equipment weight, center of

gravity, wind area and mounting footprint.

3 REFERENCES3.1 Unless shown on the drawings, references may be made to the latest applicable revision of American National

Standards Institute specifications as commonly used by domestic electric utilities.The following abbreviations shall be used:Specification Abbreviation Reference3.1.1 ASCE American Society of Civil Engineers3.1.1.1 ASCE 72 Design of Steel Transmission Pole Structures3.1.2 NESC National Electric Safety Code3.1.3 NEMA National Electrical Manufacturers Association3.1.3.1 NEMA TT-1 Standard for Tapered Tubular Steel Structures3.1.3.2 NEMA SG 6 Power Switching Equipment3.1.4 AISC Code of Standard Practice for Steel Buildings and Bridges3.1.4.1 AISC ASD Manual of Steel Construction – Allowable Stress Design3.1.5 AWS American Welding Society3.1.5.1 AWS D1.1 Structural Welding Code – Steel3.1.6 ACI American Concrete Institute3.1.6.1 ACI 318-83 Building Code Requirements for Reinforced Concrete, 19833.1.7 IEEE Institute of Electrical and Electronic Engineers3.1.8 UBC Uniform Building Code3.1.9 ASNT American Society of Nondestructive Testing3.1.10 ASTM American Society for Testing and Materials3.1.11 ANSI American National Standards Institute

4 DESIGN CONDITIONS S2-1

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4.1 As a minimum, the following conditions shall be used for structure design.• 4.1.1 ICE + WIND The structure is to be loaded with all equipment, structure dead weight and a coating of

radial ice on both equipment and structure. The degree of loading due to ice shall be considered aslight, medium, or heavy in accordance with the geographical areas shown in the loading map in ANSIC2, Part 2, Section 250. A wind pressure will be applied to the ice-coated equipment and to thestructure. The wind speed will be 80 miles per hour.

• 4.1.2 EXTREME WIND The structure is to be loaded with all equipment and structure dead weight without ice.A wind pressure shall be applied to the equipment and structure. The extreme wind speed will be 100miles per hour.

• 4.1.3 SEISMIC Where applicable, the structure is to be loaded with all equipment and structure dead weightwithout ice or wind. Seismic loading shall be applied to the equipment and structure as recommendedby UBC.

• 4.1.4 SHORT CIRCUIT A horizontal force, equal to 100% of the rated cantilever strength of the insulator, shallbe applied perpendicular to the rigid bus at the top of the insulator. No horizontal or vertical forcesfrom wind, ice or seismic shall be considered on bus or equipment. Short circuit reactions plus extremewind shall be applied to the structure.

4.2 WIND PRESSURE• 4.2.1 Calculate wind pressure as follows: P = 0.00256 x V2 x Cd

where: P = Wind pressure in pounds per square footV = Wind velocity in miles per hourCd = Drag coefficient:

1.0 for 12 or more sided surfaces1.3 for 8 or 6 sided surfaces1.6 for flat surfaces

• 4.2.2 Apply the wind in the most severe direction. Investigate a diagonal wind load for the design of anchorbolts. Wind shade factors are not allowed. Increase the wind profile of equipment by the radial icethickness before calculating the wind load.

4.3 ICE LOAD• 4.3.1 To account for the increase in equipment and structure weight due to ice, multiply the dead weight of

the equipment and structure by these factors:1/4 in. - use 1.25 1/2 in. - use 1.50

4.4 RIGID BUS• 4.4.1 Unless otherwise shown on the drawings, round aluminum bus, schedule 40, of the following diameter

and span length will be assumed:Equipment Voltage (kV) >/= 345 kV 230 to 161 kV 138 to 15 kVBus Diameter (in.) 6 4 3Bus Span (ft.) 50 40 30

4.5 WIRE LOAD• 4.5.1 Unless shown on the drawings, terminate wires on structures at a horizontal line angle of +/-15 degrees

and at a vertical angle of 0 degrees.

• 4.5.2 Unless shown on the drawings, the initial wire tension for design shall be 1500 lbs./wire.

• 4.5.3 Design for terminating wires on one side of the structure. Consider effects of wires terminated on bothsides of the structure with transverse wind and maximum line angle.

4.6 EQUIPMENT• 4.6.1 The Purchaser shall provide the Fabricator with the equipment classification. Equipment Cut-Sheets

are preferred.

• 4.6.2 Unless shown on the drawings or Equipment Cut-Sheets, the rated cantilever strength shall be taken asthe value assigned for a "Standard Strength" insulator.

4.7 ANCHOR BOLTS

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• 4.7.1 Anchor bolts, furnished by the Fabricator, are considered as a part of the structure and shall be designedfor leveling the structure.

• 4.7.2 The distance from the top of the concrete to the bottom of the steel base plate shall be 1 inch plus oneanchor bolt diameter.

• 4.7.3 Grout shall not be applied between the top of concrete and the bottom of steel.• 4.7.4 Bolt holes for anchor bolts shall be oversized 1/4" for anchor bolts less than and equal to 3/4" diameter.

Bolt holes for anchor bolts shall be oversized 5/16" for anchor bolts greater than and equal to 1" diame-ter.

4.8 SLIP JOINTS• 4.8.1 Design multiple section telescoping structures to assure a minimum lap of 1.5 times the largest inside

diameter of the female section.

5 PERFORMANCE CRITERIA5.1 STRESS

• 5.1.1 For design conditions 4.1.1, 4.1.2 and 4.1.3, structural member stress shall remain below the allowablestress as defined by AISC ASD.

• 5.1.2 For design condition 4.1.4, structural member stress shall not exceed the yield strength of the materialor the allowable stress as defined by ASCE 72.

• 5.1.3 Width to Thickness ratios or diameter to thickness ratios for tubular steel members shall be in accor-dance with the requirements set forth in ASCE 72.

• 5.1.4 Computer aided analysis and design shall include secondary moments from non-linear effects (p-delta)for structure stresses.

• 5.1.5 Anchor bolts shall be long enough to transfer the foundation loads into the footing through bond stress.- 5.1.5.1 For design conditions 4.1.1, 4.1.2 and 4.1.3, smooth bar anchor bolts shall be designed with a

bond stress of 50% of the value calculated in NEMA TT-1, Appendix A. Deformed bar anchorbolts shall be designed for bond stress at 60% of the value calculated by the ACI 318-83.(See ASCE 72)

- 5.1.5.2 For design condition 4.1.4, smooth bar anchor bolts shall be designed with a bond stresscalculated by NEMA TT-1, Appendix A. Deformed bar anchor bolts shall be designed for bondstress calculated by the ACI 318-83. (See ASCE 72)

- 5.1.5.3 Unless shown on the drawings, the compressive strength of concrete shall be 3000 psi.

6 DEFLECTIONS6.1 For design condition 4.1.1, member deflections shall be limited as follows:

• 6.1.1 EQUIPMENT STAND - NEMA Class A Structure

• 6.1.2 EQUIPMENT STAND - NEMA Class B Structure

• 6.1.3 LINE TERMINATION STRUCTURE - NEMA Class A Structure• 6.1.4 Line Termination Structures requiring both NEMA Class A and NEMA Class B limits shall meet Class A

Horizontal members – with respect to their supports:Horizontal deflection – Span/200Vertical deflection – Span/200Angular deflection – 0.005 Radian

Vertical members – at equipment mounting elevations:Horizontal deflection – Height/100Angular deflection – 0.01 Radian

Horizontal members – with respect to their supports:Horizontal deflection – Span/100Vertical deflection – Span/200Angular deflection – 0.005 Radian

Vertical members – at equipment mounting elevations:Horizontal deflection – Height/50Angular deflection – 0.02 Radian

Horizontal members supporting equipment – withrespect to their supports:

Horizontal deflection – Span/200Vertical deflection – Span/200

Vertical members – at equipment mounting elevations:Horizontal deflection – Height/100

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limits at Class A equipment elevation and Class B limits for elevations above those equipmentmounting elevations.• 6.1.5 LINE TERMINATION STRUCTURE & MASTS - NEMA Class B Structure

6.2 Do not apply deflection limits to design conditions 4.1.2, 4.1.3 or 4.1.4.

7 DRAWINGS AND CALCULATIONS7.1 The Purchaser shall provide Equipment Cut-Sheets showing mounting hole dimensions with the purchaseorder.

7.2 Responsibility for correctness of size, spacing and elevation of mounting holes for electrical equipment shall bewith the Purchaser.

7.3 Equipment mounting bolts are to be furnished by the Purchaser.

7.4 The Fabricator shall prepare detailed structure drawings for manufacturing and assembly purposes. Thesedrawings shall include the following:

• 7.4.1 Anchor bolt details and patterns

• 7.4.2 Assembly and erection details

• 7.4.3 Structure members, connections and equipment mounting details

7.5 The Fabricator shall mail (1) set of design calculations and foundation loads, in accordance with the PurchaseOrder, to the Purchaser’s mailing address.

7.6 Approval and final drawings will be sent in accordance with the Purchase Order, to the Purchaser’s e-mailaddress, as electronic media.

• 7.6.1 If requested by the Purchaser, paper or reproducible copies of approval and final drawings shall betransmitted to the Purchaser’s mailing address.

7.7 Fabrication shall not begin until all drawings are marked "APPROVED" or "APPROVED AS NOTED" and have beenreturned to the Fabricator.

8 MATERIALS

8.1 All steel materials shall conform to ASTM specifications, as required by design, and shall be suitable for use inwelded and galvanized structures.

8.2 Unless shown on the drawings, all steel material shall conform to one of these ASTM specifications:

• 8.2.1 STRUCTURES – A-36, A-53 Gr. B, A-500 Gr. B, A-572, A-588, A-595, A-633 Gr. E and A-871

• 8.2.2 ANCHOR BOLTS – A-36 bar with A-563 Gr. A nutsA-615 Gr. 75 (NORSCO 75S) deformed bar with A-194 Gr. 2H nuts

• 8.2.3 CONNECTION BOLTS – A-325 Type(s) I and III with Anco locknutsA-354 Gr. BC with Anco locknuts

8.3 Steel that will receive a galvanized finish shall be limited in silicon content as follows:• 8.3.1 Si < 0.06% or 0.15% < Si < 0.40%• 8.3.2 This limit is not available for A-500 Gr. B material.

8.4 Charpy "V" notch test qualifications shall be determined in accordance with ASTM A-370, A-673 and ASCE 72.These qualifications will not be required for A-36, A-53 Gr. B, A-500 Gr. B or A-595 materials.

8.5 Provide weld material that is compatible with the parent material, as defined by AWS D1.1. The weld materialmust meet the Charpy "V" notch test qualifications in this specification for the lowest toughness qualification ofthe plates being joined.

Horizontal members – with respect to their supports:Horizontal deflection – Span/100Vertical deflection – Span/200

Vertical members – with respect to the structure base:Horizontal deflection – Height/50

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9 FABRICATION

9.1 Fabrication tolerances shall conform to the AISC, AWS D1.1 and Valmont Specification 5001. Fabrication shallbe preformed in strict compliance with the shop detail drawings.

9.2 Stress Critical Structures shall meet the requirements of AWS D1.1, Section 9.

9.3 Deflection Critical Structures shall meet the requirements of AWS D1.1, Section 8.

9.4 Holes in plates may be punched, drilled or burned. All burned holes shall be done by machine-guided torch,no manual burning will be allowed.

9.5 Plates may be sheared or burned. All burning shall be done by machine-guided torch, no manual burning willbe allowed.

9.6 The roughness of gas-cut surfaces shall not exceed the tolerance defined by AWS D1.1.

9.7 SPECIAL WELD CONSIDERATIONS

• 9.7.1 Shaft/Baseplate or Shaft/Splice plate:

- 9.7.1.1 The weld shall be 100% joint penetration for all Stress Critical structures.

- 9.7.1.2 The weld shall be as required by design stress for all Deflection-Critical structures.

• 9.7.2 All circumferential welds between shaft sections shall be 100% joint penetration.

• 9.7.3 Longitudinal Welds – Other than at a slip joint:

- 9.7.3.1 The weld shall be 60% joint penetration in all materials 3/4” thick or less.

- 9.7.3.2 The weld shall be 80% joint penetration in all materials thicker than 3/4”.

- 9.7.3.3 The weld shall be 100% joint penetration for a minimum length of six inches from any baseplate/splice weld or any circumferential weld requiring 100% joint penetration.

• 9.7.4 Longitudinal Welds – In Slip Joints:

- 9.7.4.1 The weld at the end of the female section shall be 100% joint penetration for a minimum lengthequal to the slip joint design length plus six inches.

- 9.7.4.2 The weld at the end of the male section shall be 100% joint penetration for a minimum length ofsix inches.

• 9.7.5 Other Welds:

- 9.7.5.1 All other welds shall be fillet, bevel or a combination of both, as required by design.

9.8 Clearly mark components by stamping prior to galvanizing. Stamped marks shall be a minimum of 1/2" high letters.

9.9 Perform welding using welders, welding operators and tackers in accordance with AWS D1.1.

10 PROTECTIVE COATINGS10.1 All materials to be coated shall be completely fabricated prior to the coating process.

• 10.1.1 Preparation and fabrication for galvanized structures shall be in accordance with ASTM A-385.

• 10.1.2 Galvanize members in accordance with ASTM A-123.

• 10.1.3 Safeguards against embrittlement shall be in accordance with ASTM A-143.

• 10.1.4 A Magnetic Coating Thickness Gauge per ASTM E-376 shall measure the galvanized coating thickness.

• 10.1.5 Repair damaged hot dip galvanized surfaces in accordance with A-780.

• 10.1.6 Galvanize fasteners in accordance with ASTM A-153.

• 10.1.7 Anchor bolts shall be galvanized the threaded length plus at least six inches.

• 10.1.8 If the Purchaser includes an optional coating system in the Request for Quotation, then the Purchasershall define the optional coating systems.

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Valmont Newmark, Inc., 801 N. Xanthus St., Tulsa, Oklahoma 74110 ~ (918) 583-5881 ~ (918) 585-1927 fax ~ www.valmont-newmark.com

11 QUALITY ASSURANCE11.1 Inspection criteria shall be as defined in AISC, AWS D1.1 and Valmont Specification 8005.

11.2 Inspectors shall be qualified to ANSI recommended practice SNT-TC-1A.

11.3 All welding, welder certification and weld procedures shall meet the requirements of AWS D1.1.

11.4 All material shall meet the certification requirements of AISC.

11.5 The Fabricator shall maintain a system, which allows verification of all materials meeting specified requirements.

11.6 Certified test reports shall be available, upon request of the Purchaser.

11.7 All cold-formed parts, in material over 1/2” thick, shall have the corners inspected along the entire length forcracks by a magnetic particle procedure. All discontinuities shall be repaired and re-inspected per the requirementsof AWS D1.1.

11.8 All other formed parts shall be subjected to close visual inspection.

11.9 The Fabricator shall maintain an Inspection and Test Plan available for review by the Purchaser.

11.10 The Purchaser shall specify, in the Request for Quotation, any special inspection, load testing or pre-ship-ment assembly requirements.

12 SHIPPING REQUIREMENTS12.1 The Purchaser shall provide a general shipping destination and any special shipping requirements with the

Request for Quotation.

12.2 All materials shall be shipped with distinct marks for positive identification at the site.

• 12.2.1 The identification system will use component numbers as shown on the fabrication drawing submittedfor approval.

• 12.2.2 Every component shall be marked with the assembly number assigned to it in the fabrication drawings.

12.3 All materials shall be carefully loaded for protection during shipment.

• 12.3.1 Small parts, lightweight components and fasteners shall be carefully boxed, crated or otherwise protectedfor shipment.

• 12.3.2 Components requiring bundling shall be banded with rustproof strapping to prevent staining.

• 12.3.3 All material shall be properly blocked on cars or trucks to prevent damage to the coating or distortionof members during transit.

• 12.3.4 All material shall be arranged to allow safe unloading at the site.

12.4 Each shipment shall have a detailed packing list included, specific to that shipment.

12.5 The Purchaser shall provide detailed shipping requirements with the Purchase Order.

12.6 The Purchaser shall provide pre-delivery notification requirements and a shipping contact with the purchaseorder.

12.7 It shall be the responsibility of the Purchaser to inspect each shipment upon receipt for possible shipmentdamages or shortages. Shipment damages or shortages shall be noted on the shipping documents andpromptly reported to the Fabricator.

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SINGLE PHASE BUS SUPPORTTYPE 1BS

PROJECT INFORMATION

Project Name: _______________________________________________________ Date: _______________________

Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

S3-1Refer to www.valmont-newmark.com to download Substation Selection Guide pdf.

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SINGLE PHASE BUS SUPPORTTYPE 1BS

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DESIGN SPECIFICATION

Bus Size:

Loading Conditions:

� NEMA SG-6: 1/2" Ice, 16 Lb./Sq Ft. Wind on Round Shapes

� ______________

� ______________

� _______________

� Short Circuit: ____________ Amps Asymmetrical

Deflection Limits:

� NEMA SG-6: � Class "A" � Class "B"

� ________________________________________________________________________________________

� ________________________________________________________________________________________

SUGGESTED STRUCTURE CONFIGURATIONS

Kv Rating: ____________________________________

Insulator No. / B. C.: ___________________________

BIL Rating: ____________________________________

Cantilever Strength: ____________________________

CatalogNumber

1BS-69-121BS-69-151BS-69-181BS-69-211BS-115-131BS-115-161BS-115-211BS-115-241BS-138-141BS-138-191BS-138-231BS-138-281BS-161-151BS-161-201BS-161-251BS-161-301BS-230-181BS-230-231BS-230-311BS-230-361BS-345-191BS-345-271BS-345-341BS-345-42

Voltage (Kv)

69696969115115115115138138138138161161161161230230230230345345345345

Bus Height(Ft)

121518211316212414192328152025301823313619273442

EquipmentHeight

2' - 9 1/8"2' - 9 1/8"2' - 9 1/8"2' - 9 1/8"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 10 1/2"4' - 10 1/2"4' - 10 1/2"4' - 10 1/2"

5' - 7"5' - 7"5' - 7"5' - 7"

8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"9' - 3 1/2"9' - 3 1/2"9' - 3 1/2"9' - 3 1/2"

StructureHeight (H)

9' - 2 7/8"12' - 2 7/8"15' - 2 7/8"18' - 2 7/8"8' - 10 1/2"11' - 10 1/2"16' - 10 1/2"19' - 10 1/2"9' - 1 1/2"14' - 1 1/2"18' - 1 1/2"23' - 1 1/2"

9' - 5"14' - 5"19' - 5"24' - 5"

9' - 10 1/2"14' - 10 1/2"22' - 10 1/2"27' - 10 1/2"9' - 8 1/2"17' - 8 1/2"24' - 8 1/2"32' - 8 1/2"

Bus Size

3” Sch. 403" Sch. 403" Sch. 403" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 405" Sch. 405" Sch. 405" Sch. 405" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 40

Bus Span(Ft)

303030303535353540404040454545455050505055555555

Upper Bus: ________________

Bi-Level?� Yes � No

Lower Bus: _________________

Bus Effective Span: __________

Clamp Height: _____________


Phase Spacing: _____________

Bus Damper: _______________



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PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

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Valmont Newmark, 801 N. Xanthus St., Tulsa, Oklahoma 74110 ~ (918) 583-5881 ~ (918) 585-1927 fax ~ www.valmont-newmark.comRefer to www.valmont-newmark.com to download Substation Selection Guide pdf.

THREE PHASE BUS SUPPORTSINGLE COLUMN TYPE 3BS-S

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Bus Size:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________


Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________


Kv Rating: _____________________________________

Insulator No. / B. C.: ___________________________

BIL Rating:_____________________________________

Cantilever Strength:_____________________________

Upper Bus: ________________

Bi-Level?� Yes � No

Lower Bus: _________________





Bus Damper: _______________


CatalogNumber*

3BS-S-69-12-(P)3BS-S-69-15-(P)3BS-S-69-18-(P)3BS-S-69-21-(P)3BS-S-115-13-(P)3BS-S-115-16-(P)3BS-S-115-21-(P)3BS-S-115-24-(P)3BS-S-138-14-(P)3BS-S-138-19-(P)3BS-S-138-23-(P)3BS-S-138-28-(P)3BS-S-161-15-(P)3BS-S-161-20-(P)3BS-S-161-25-(P)3BS-S-161-30-(P)3BS-S-230-18-(P)3BS-S-230-23-(P)3BS-S-230-31-(P)3BS-S-230-36-(P)3BS-S-345-19-(P)3BS-S-345-27-(P)3BS-S-345-34-(P)3BS-S-345-42-(P)

Bus Height(Ft)

121518211316212414192328152025301823313619273442

EquipmentHeight

2' - 9 1/8"2' - 9 1/8"2' - 9 1/8"2' - 9 1/8"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 10 1/2"4' - 10 1/2"4' - 10 1/2"4' - 10 1/2"

5' - 7"5' - 7"5' - 7"5' - 7"

8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"9' - 3 1/2"9' - 3 1/2"9' - 3 1/2"9' - 3 1/2"

Phase Spacing(P) (Ft.)

5 or 75 or 75 or 75 or 77 or 107 or 107 or 107 or 108 or 128 or 128 or 128 or 129 or 149 or 149 or 149 or 14

13 or 1813 or 1813 or 1813 or 1815 or 2015 or 2015 or 2015 or 20

StructureHeight (H)

9' - 2 7/8"12' - 2 7/8"15' - 2 7/8"18' - 2 7/8"8' - 10 1/2"11' - 10 1/2"16' - 10 1/2"19' - 10 1/2"9' - 1 1/2"14' - 1 1/2"18' - 1 1/2"23' - 1 1/2"

9' - 5"14' - 5"19' - 5"24' - 5"

9' - 10 1/2"14' - 10 1/2"22' - 10 1/2"27' - 10 1/2"9' - 8 1/2"17' - 8 1/2"24' - 8 1/2"32’ - 8 1/2"

Bus Size

3" Sch. 403" Sch. 403" Sch. 403" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 405" Sch. 405" Sch. 405" Sch. 405" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 40

Bus Span(Ft)

303030303535353540404040454545455050505055555555

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345

* Replace (P) with Phase Spacing requirement.


Equipm

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S3-5

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

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Refer to www.valmont-newmark.com to download Substation Selection Guide pdf.S3-6


Bus Size:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________


Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________


Kv Rating: _____________________________________

Insulator No. / B. C.: _______________________________

BIL Rating:_____________________________________

Cantilever Strength:_____________________________

CatalogNumber*

3BS-A-69-12-(P)3BS-A-69-15-(P)3BS-A-69-18-(P)3BS-A-69-21-(P)3BS-A-115-13-(P)3BS-A-115-16-(P)3BS-A-115-21-(P)3BS-A-115-24-(P)3BS-A-138-14-(P)3BS-A-138-19-(P)3BS-A-138-23-(P)3BS-A-138-28-(P)3BS-A-161-15-(P)3BS-A-161-20-(P)3BS-A-161-25-(P)3BS-A-161-30-(P)3BS-A-230-18-(P)3BS-A-230-23-(P)3BS-A-230-31-(P)3BS-A-230-36-(P)3BS-A-345-19-(P)3BS-A-345-27-(P)3BS-A-345-34-(P)3BS-A-345-42-(P)

Upper Bus: ________________

Bi-Level? o Yes o No

Lower Bus: _________________





Bus Damper: _______________


Bus Height(Ft)

121518211316212414192328152025301823313619273442

EquipmentHeight

2' - 9 1/8"2' - 9 1/8"2' - 9 1/8"2' - 9 1/8"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 1 1/2"4' - 10 1/2"4' - 10 1/2"4' - 10 1/2"4' - 10 1/2"

5' - 7"5' - 7"5' - 7"5' - 7"

8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"8' - 1 1/2"9' - 3 1/2"9' - 3 1/2"9' - 3 1/2"9' - 3 1/2"

Phase Spacing(P) (Ft)



StructureHeight (H)

9' - 2 7/8"12' - 2 7/8"15' - 2 7/8"18' - 2 7/8"8' - 10 1/2"11' - 10 1/2"16' - 10 1/2"19' - 10 1/2"9' - 1 1/2"14' - 1 1/2"18' - 1 1/2"23' - 1 1/2"

9' - 5"14' - 5"19' - 5"24' - 5"

9' - 10 1/2"14' - 10 1/2"22' - 10 1/2"27' - 10 1/2"9' - 8 1/2"17' - 8 1/2"24' - 8 1/2"32' - 8 1/2"

Bus Size


Bus Span(Ft)

303030303535353540404040454545455050505055555555

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345




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THREE PHASE “V” SWITCH SUPPORTTYPE VSW-S

S3-7

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Kv Rating: _____________________________________

Switch Mfg.: ___________________________________

BIL Rating:_____________________________________

Model No.: ____________________________________

Amperage: ____________________________________

Equipm

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THREE PHASE “V” SWITCH SUPPORTTYPE VSW-S

S3-8


Bus Size:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________


Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________


CatalogNumber*

VSW-S-69-12-(P)VSW-S-69-15-(P)VSW-S-69-18-(P)VSW-S-69-21-(P)VSW-S-115-13-(P)VSW-S-115-16-(P)VSW-S-115-21-(P)VSW-S-115-24-(P)VSW-S-138-14-(P)VSW-S-138-19-(P)VSW-S-138-23-(P)VSW-S-138-28-(P)VSW-S-161-15-(P)VSW-S-161-20-(P)VSW-S-161-25-(P)VSW-S-161-30-(P)VSW-S-230-18-(P)VSW-S-230-23-(P)VSW-S-230-31-(P)VSW-S-230-36-(P)

Terminal “A”:________________

Terminal “B”: _______________

Operator: __________________



Swing Handle: ______________

Worm Gear: ________________


Bus Damper: _______________

Motor Operator: ____________

Bus Height(Ft)

1215182113162124141923281520253018233136

Equip. TerminalHeight

3' - 5 1/2"3' - 5 1/2"3' - 5 1/2"3' - 5 1/2"4' - 6"4' - 6"4' - 6"4' - 6"

5' - 3 1/2"5' - 3 1/2"5' - 3 1/2"5' - 3 1/2"5' - 9 1/2"5' - 9 1/2"5' - 9 1/2"5' - 9 1/2"7' - 6 1/2"7' - 6 1/2"7' - 6 1/2"7' - 6 1/2"



11 or 1311 or 1311 or 1311 or 1313 or 1813 or 1813 or 1813 or 1816 or 2116 or 2116 or 2116 or 21

StructureHeight

8' - 6 1/2"11' - 6 1/2"14' - 6 1/2"17' - 6 1/2"

8' - 6"11' - 6"16' - 6"19' - 6"

8' - 8 1/2"13' - 8 1/2"17' - 8 1/2"22' - 8 1/2"9' - 1 1/2"14' - 1 1/2"19' - 1 1/2"24' - 1 1/2"10' - 5 1/2"15' - 5 1/2"23' - 5 1/2"28' - 5 1/2"

Bus Size

3" Sch. 403" Sch. 403" Sch. 403" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 405" Sch. 405" Sch. 405" Sch. 405" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 40

Bus Span(Ft)

3030303035353535404040404545454550505050

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230



Equipm

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THREE PHASE “V” SWITCH SUPPORTTYPE VSW-A

S3-9

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

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THREE PHASE “V” SWITCH SUPPORTTYPE VSW-A

S3-10


Bus Size:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________


Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________


Kv Rating: _____________________________________

Switch Mfg.: ___________________________________

BIL Rating:_____________________________________

Model No.: ____________________________________

Amperage: ____________________________________

CatalogNumber*

VSW-A-69-12-(P)VSW-A-69-15-(P)VSW-A-69-18-(P)VSW-A-69-21-(P)VSW-A-115-13-(P)VSW-A-115-16-(P)VSW-A-115-21-(P)VSW-A-115-24-(P)VSW-A-138-14-(P)VSW-A-138-19-(P)VSW-A-138-23-(P)VSW-A-138-28-(P)VSW-A-161-15-(P)VSW-A-161-20-(P)VSW-A-161-25-(P)VSW-A-161-30-(P)VSW-A-230-18-(P)VSW-A-230-23-(P)VSW-A-230-31-(P)VSW-A-230-36-(P)

Terminal “A”:________________

Terminal “B”: _______________

Operator: __________________



Swing Handle: ______________

Worm Gear: ________________


Bus Damper: _______________


Bus Height(Ft)1215182113162124141923281520253018233136

Equip. TerminalHeight

3' - 5 1/2"3' - 5 1/2"3' - 5 1/2"3' - 5 1/2"4' - 6"4' - 6"4' - 6"4' - 6"

5' - 3 1/2"5' - 3 1/2"5' - 3 1/2"5' - 3 1/2"5' - 9 1/2"5' - 9 1/2"5' - 9 1/2"5' - 9 1/2"7' - 6 1/2"7' - 6 1/2"7' - 6 1/2"7' - 6 1/2"




StructureHeight

8' - 6 1/2"11' - 6 1/2"14' - 6 1/2"17' - 6 1/2"

8' - 6"11' - 6"16' - 6"19' - 6"

8' - 8 1/2"13' - 8 1/2"17' - 9 1/2"22' - 10 1/2"9' - 1 1/2"14' - 1 1/2"19' - 1 1/2"24' - 1 1/2"10' - 5 1/2"15' - 5 1/2"23' - 5 1/2"28' - 5 1/2"

Bus Size

3" Sch. 403" Sch. 403" Sch. 403" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 404" Sch. 405" Sch. 405" Sch. 405" Sch. 405" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 40

Bus Span(Ft)3030303035353535404040404545454550505050

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230



Equipm

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THREE PHASE VERTICAL BREAK SWITCHTYPE VBS-A

S3-11

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

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THREE PHASE VERTICAL BREAK SWITCHTYPE VBS-A

S3-12


Bus Size:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________


Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________


Kv Rating: _____________________________________

Switch Mfg.: ___________________________________

BIL Rating:_____________________________________

Model No.: ____________________________________

Amperage: ____________________________________

CatalogNumber*

VBS-A-69-12-(P)VBS-A-69-15-(P)VBS-A-69-18-(P)VBS-A-69-21-(P)VBS-A-115-13-(P)VBS-A-115-16-(P)VBS-A-115-21-(P)VBS-A-115-24-(P)VBS-A-138-14-(P)VBS-A-138-19-(P)VBS-A-138-23-(P)VBS-A-138-28-(P)VBS-A-161-15-(P)VBS-A-161-20-(P)VBS-A-161-25-(P)VBS-A-161-30-(P)VBS-A-230-18-(P)VBS-A-230-23-(P)VBS-A-230-31-(P)VBS-A-230-36-(P)VBS-A-345-19-(P)VBS-A-345-27-(P)VBS-A-345-34-(P)VBS-A-345-42-(P)

Terminal “A”:________________

Terminal “B”: _______________

Operator: __________________



Swing Handle: ______________

Worm Gear: ________________


Bus Damper: _______________


Bus Height(Ft)

12151821131621214192328152025301823313619273442

EquipmentHeight

3' - 1"3' - 1"3' - 1"3' - 1"4' - 8"4' - 8"4' - 8"4' - 8"5' - 3"5' - 3"5' - 3"5' - 3"6' - 0"6' - 0"6' - 0"6' - 0"8' - 8"8' - 8"8' - 8"8' - 8"10' - 5"10' - 5"10' - 5"10' - 5"

PhaseSpacing(P) (Ft)



StructureHeight

8' - 11"11' - 11"14' - 11"17' - 11"8' - 4"11' - 4"16' - 4"19' - 4"8' - 9"13' - 9"17' - 9"22' - 9"9' - 0"14' - 0"19' - 0"24' - 0"9' - 4"14' - 4"22' - 4"27' - 4"8' - 7"16' - 7"23' - 7"31' - 7"

Bus Size


Bus Span(Ft)

303030303535353540404040454545455050505055555555

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345



Equipm

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THREE PHASE VERTICAL BREAK SWITCHTYPE VBS-B

S3-13

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

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THREE PHASE VERTICAL BREAK SWITCHTYPE VBS-B

S3-14


Longitudinal Column Spacing: _______________________________________

Bus Size:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________


Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________


Kv Rating: ______________________

Switch Mfg.: ____________________

TransverseColumnSpacing: ________

BIL Rating: _____________________

Model No.: ____________________

Amperage: _____________________

CatalogNumber*

VBS-B-230-18-(P)VBS-B-230-23-(P)VBS-B-230-31-(P)VBS-B-230-36-(P)VBS-B-345-19-(P)VBS-B-345-27-(P)VBS-B-345-34-(P)VBS-B-345-42-(P)

Terminal “A”:________________

Terminal “B”: _______________

Operator: Worm Gear: ______





Bus Damper: _______________

Ground Switch: _____________

Bus Height(Ft)

1823313619273442

EquipmentHeight

8' - 8"8' - 8"8' - 8"8' - 8"10' - 5"10' - 5"10' - 5"10' - 5"



StructureHeight

9' - 4"14' - 4"22' - 4"27' - 4"8' - 7"16' - 7"23' - 7"31' - 7"

Bus Size

6" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 40

Bus Span(Ft)

5050505055555555

Voltage(Kv)

230230230230345345345345



Equipm

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THREE PHASE VERTICAL BREAK SWITCHTYPE VBS-C

S3-15

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

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THREE PHASE VERTICAL BREAK SWITCHTYPE VBS-C

S3-16


Bus Size:

Mounting Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________


Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________


CatalogNumber*

VBS-C-345-19-(P)VBS-C-345-27-(P)VBS-C-345-34-(P)VBS-C-345-42-(P)VBS-C-500-19-(P)VBS-C-500-27-(P)VBS-C-500-34-(P)VBS-C-500-42-(P)VBS-C-765-19-(P)VBS-C-765-27-(P)VBS-C-765-34-(P)VBS-C-765-42-(P)

Terminal “A”:________________

Terminal “B”: _______________

Operator: __________________



Worm Gear: ________________



Bus Damper: _______________

Ground Switch: _____________

Bus Height(Ft)

192734422630465535406080

EquipmentHeight

10' - 5"10' - 5"10' - 5"10' - 5"14' - 10"14' - 10"14' - 10"14' - 10"

16' - 10 3/4"16' - 10 3/4"16' - 10 3/4"16' - 10 3/4"



StructureHeight

8' - 7"16' - 7"23' - 7"31' - 7"11' - 2"15' - 2"31' - 2"40' - 2"

18' - 1 1/4"23' - 1 1/4"43' - 1 1/4"63' - 1 1/4"

Bus Size

6" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 406" Sch. 806" Sch. 806" Sch. 806" Sch. 80

Bus Span(Ft)

555555555555555555555555

Voltage(Kv)

345345345345500500500500765765765765

Kv Rating: ______________________

Switch Mfg.: ____________

Longitudinal Column Spacing: _______

BIL Rating: _____________________

Model No.:_____________________

Amperage: _____________________



Equipm

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SINGLE PHASE SURGE ARRESTER SUPPORTTYPE 1SA

S3-17

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

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SINGLE PHASE SURGE ARRESTER SUPPORTTYPE 1SA

S3-18


Cut Sheet Provided:� Yes� No (With a Catalog Cut Sheet, Ht., Dia., & Wt. & Mtg. Not Required)

Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________


Catalog Number*

1SA-69-91SA-69-121SA-69-161SA-69-(H)1SA-115-91SA-115-121SA-115-161SA-115-(H)1SA-138-91SA-138-141SA-138-181SA-138-(H)1SA-161-91SA-161-151SA-161-221SA-161-(H)1SA-230-91SA-230-161SA-230-261SA-230-(H)1SA-345-91SA-346-191SA-347-271SA-345-(H)

Height: ____________________ Diameter: __________________ Weight: ____________________

Structure Height(H) (Ft)

91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345

Kv Rating: ______________________

Manufacturer: __________________

MCOV Rating: __________________

Model No.:_____________________ Class: _________________________

Bolt Circle: _________________ No. Holes: _________________ Bolt Hole Diameter: _________

Conductor Size: ________________________________Required Terminal Elevation: ____________________

Conductor Effective Span: _______________________Discharge Counter Required?� Yes� No

* Replace (H) with Structure Height requirement.


Equipm

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THREE PHASE-SINGLE COLUMNSURGE ARRESTER SUPPORT TYPE 3SA-S

S3-19

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

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THREE PHASE-SINGLE COLUMNSURGE ARRESTER SUPPORT TYPE 3SA-S

S3-20 * Replace (H) with Structure Height requirement. Replace (P) with Phase Spacing requirement.



Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________




Catalog Number*

3SA-S-69 -9-(P)3SA-S-69-12-(P)3SA-S-69-16-(P)3SA-S-69-(H)-(P)3SA-S-115-9-(P)3SA-S-115-12 -(P)3SA-S-115-16 -(P)3SA-S-115-(H)-(P)3SA-S-138-9-(P)3SA-S-138-14 -(P)3SA-S-138-18 -(P)3SA-S-138-(H)-(P)3SA-S-161-9-(P)3SA-S-161-15-(P)3SA-S-161-22-(P)3SA-S-161-(H)-(P)3SA-S-230-9-(P)3SA-S-230-16 -(P)3SA-S-230-26-(P)3SA-S-230-(H)-(P)3SA-S-345-9-(P)3SA-S-345-19-(P)3SA-S-345-27 -(P)3SA-S-345-(H)-(P)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345

Phase Spacing (P)(Ft)



Kv Rating: ______________________

Manufacturer: __________________

MCOV Rating: __________________

Model No.:_____________________ Class: _________________________

Conductor Size: ________________________________Required Terminal Elevation: _____________________

Conductor Effective Span: _______________________Discharge Counter Required?� Yes� No


Equipm

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THREE PHASE-DOUBLE COLUMNSURGE ARRESTER SUPPORT TYPE 3SA-A

S3-21

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

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THREE PHASE-DOUBLE COLUMNSURGE ARRESTER SUPPORT TYPE 3SA-A

S3-22* Replace (H) with Structure Height requirement. Replace (P) with Phase Spacing requirement.



Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________



Kv Rating: ______________________Manufacturer: __________________

MCOV Rating: __________________Model No.:_____________________ Class: _________________________


Conductor Size: ________________________________

Required Terminal Elevation: _____________________

Conductor Effective Span: _______________________

Discharge Counter Required?� Yes� No

Catalog Number*

3SA-A-69 -9-(P)3SA-A-69-12-(P)3SA-A-69-16-(P)3SA-A-69-(H)-(P)3SA-A-115-9-(P)3SA-A-115-12-(P)3SA-A-115-16-(P)3SA-A-115-(H)-(P)3SA-A-138-9-(P)3SA-A-138-14-(P)3SA-A-138-18-(P)3SA-A-138-(H)-(P)3SA-A-161-9-(P)3SA-A-161-15-(P)3SA-A-161-22-(P)3SA-A-161-(H)-(P)3SA-A-230-9-(P)3SA-A-230-16-(P)3SA-A-230-26-(P)3SA-A-230-(H)-(P)3SA-A-345-9-(P)3SA-A-345-19-(P)3SA-A-345-27-(P)3SA-A-345-(H)-(P)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)69696969115115115115138138138138161161161161230230230230345345345345





Equipm

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SINGLE PHASE CCVT-CVT SUPPORTTYPE 1CCVT

S3-23

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

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SINGLE PHASE CCVT-CVT SUPPORTTYPE 1CCVT

S3-24 * Replace (H) with Structure Height requirement.



Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________



Kv Rating: ______________________

Manufacturer: __________________

BIL Rating: _____________________

Model No.:_____________________

No. Holes: _________________ Hole Spacing: ___” x ___” Bolt Hole Diameter: _________

Conductor Size: ________________________________

Required Terminal Elevation: ____Ft. ____In.


Tuning Cabinet Required?� Yes� No

Catalog Number*

1CCVT-69-91CCVT-69-121CCVT-69-161CCVT-69-(H)1CCVT-115-91CCVT-115-121CCVT-115-161CCVT-115-(H)1CCVT-138-91CCVT-138-141CCVT-138-181CCVT-138-(H)1CCVT-161-91CCVT-161-151CCVT-161-221CCVT-161-(H)1CCVT-230-91CCVT-230-161CCVT-230-261CCVT-230-(H)1CCVT-345-91CCVT-345-191CCVT-345-271CCVT-345-(H)

StructureHeight (H) (Ft)

91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345


Equipm

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THREE PHASE-SINGLE COLUMNCCVT-CVT SUPPORT TYPE 3CCVT-S

S3-25

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

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THREE PHASE-SINGLE COLUMNCCVT-CVT SUPPORT TYPE 3CCVT-S




Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________



Kv Rating: ______________________

Manufacturer: __________________

BIL Rating: _____________________

Model No.: ____________________


Conductor Size: ________________________________




Catalog Number*

3CCVT-S-69-9-(P)3CCVT-S-69-12-(P)3CCVT-S-69-16-(P)3CCVT-S-69-(H)-(P)3CCVT-S-115-9-(P)3CCVT-S-115-12-(P)3CCVT-S-115-16-(P)3CCVT-S-115-(H)-(P)3CCVT-S-138-9-(P)3CCVT-S-138-14-(P)3CCVT-S-138-18-(P)3CCVT-S-138-(H)-(P)3CCVT-S-161-9-(P)3CCVT-S-161-15-(P)3CCVT-S-161-22-(P)3CCVT-S-161-(H)-(P)3CCVT-S-230-9-(P)3CCVT-S-230-16-(P)3CCVT-S-230-26-(P)3CCVT-S-230-(H)-(P)3CCVT-S-345-9-(P)3CCVT-S-345-19-(P)3CCVT-S-345-27-(P)3CCVT-S-345-(H)-(P)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345

PhaseSpacing (P) (Ft)




Equipm

entS

tand

ards



THREE PHASE-DOUBLE COLUMNCCVT-CVT SUPPORT TYPE 3CCVT-A

S3-27

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards



THREE PHASE-DOUBLE COLUMNCCVT-CVT SUPPORT TYPE 3CCVT-A




Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________



Kv Rating: ______________________

Manufacturer: __________________

BIL Rating: _____________________

Model No.: ____________________


Conductor Size: ________________________________




Catalog Number*

3CCVT-A-69-9-(P)3CCVT-A-69-12-(P)3CCVT-A-69-16-(P)3CCVT-A-69-(H)-(P)3CCVT-A-115-9-(P)3CCVT-A-115-12-(P)3CCVT-A-115-16-(P)3CCVT-A-115-(H)-(P)3CCVT-A-138-9-(P)3CCVT-A-138-14-(P)3CCVT-A-138-18-(P)3CCVT-A-138-(H)-(P)3CCVT-A-161-9-(P)3CCVT-A -161-15-(P)3CCVT-A -161-22-(P)3CCVT-A-161-(H)-(P)3CCVT-A-230-9-(P)3CCVT-A-230-16-(P)3CCVT-A-230-26-(P)3CCVT-A-230-(H)-(P)3CCVT-A-345-9-(P)3CCVT-A-345-19-(P)3CCVT-A-345-27-(P)3CCVT-A-345-(H)-(P)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345





Equipm

entS

tand

ards



SINGLE PHASE POTENTIALTRANSFORMER SUPPORT TYPE 1PT

S3-29

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards




SINGLE PHASE POTENTIALTRANSFORMER SUPPORT TYPE 1PT




Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________



Kv Rating: ______________________

Manufacturer: __________________

BIL Rating: _____________________

Model No.: ____________________


Conductor Size: ________________________________




Catalog Number*

1PT-69-91PT-69-121PT-69-161PT-69-(H)1PT-115-91PT-115-121PT-115-161PT-115-(H)1PT-138-91PT-138-141PT-138-181PT-138-(H)1PT-161-91PT-161-151PT-161-221PT-161-(H)1PT-230-91PT-230-161PT-230-261PT-230-(H)1PT-345-91PT-345-191PT-345-271PT-345-(H)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345


Equipm

entS

tand

ards



THREE PHASE-SINGLE COLUMN POTENTIALTRANSFORMER SUPPORT TYPE 3PT-S

S3-31

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards




THREE PHASE-SINGLE COLUMN POTENTIALTRANSFORMER SUPPORT TYPE 3PT-S



Kv Rating: ______________________

Manufacturer: __________________

BIL Rating: _____________________

Model No.: ____________________


Conductor Size: ________________________________




Catalog Number*

3PT-S-69-9-(P)3PT-S-69-12-(P)3PT-S-69-16-(P)3PT-S-69-(H)-(P)3PT-S-115-9-(P)3PT-S-115-12-(P)3PT-S-115-16-(P)3PT-S-115-(H)-(P)3PT-S-138-9-(P)3PT-S-138-14-(P)3PT-S-138-18-(P)3PT-S-138-(H)-(P)3PT-S-161-9-(P)3PT-S-161-15-(P)3PT-S-161-22-(P)3PT-S-161-(H)-(P)3PT-S-230-9-(P)3PT-S-230-16-(P)3PT-S-230-26-(P)3PT-S-230-(H)-(P)3PT-S-345-9-(P)3PT-S-345-19-(P)3PT-S-345-27-(P)3PT-S-345-(H)-(P)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345






Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________



Equipm

entS

tand

ards



THREE PHASE-DOUBLE COLUMN POTENTIALTRANSFORMER SUPPORT TYPE 3PT-A

S3-33

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards




THREE PHASE-DOUBLE COLUMN POTENTIALTRANSFORMER SUPPORT TYPE 3PT-A




Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________



Kv Rating: ______________________

Manufacturer: __________________

BIL Rating: _____________________

Model No.: ____________________


Conductor Size: ________________________________




Catalog Number*

3PT-A-69-9-(P)3PT-A-69-12-(P)3PT-A-69-16-(P)3PT-A-69-(H)-(P)3PT-A-115-9-(P)3PT-A-115-12-(P)3PT-A-115-16-(P)3PT-A-115-(H)-(P)3PT-A-138-9-(P)3PT-A-138-14-(P)3PT-A-138-18-(P)3PT-A-138-(H)-(P)3PT-A-161-9-(P)3PT-A-161-15-(P)3PT-A-161-22-(P)3PT-A-161-(H)-(P)3PT-A-230-9-(P)3PT-A-230-16-(P)3PT-A-230-26-(P)3PT-A-230-(H)-(P)3PT-A-345-9-(P)3PT-A-345-19-(P)3PT-A-345-27-(P)3PT-A-345-(H)-(P)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345





Equipm

entS

tand

ards



SINGLE PHASE CT SUPPORT TYPE 1CT

S3-35

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards




SINGLE PHASE CT SUPPORT TYPE 1CT




Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� Short Circuit: ____________ Amps (Asymmetrical - N/A If Flexible Bus) Phase Spacing: _________________Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________




BIL Rating: _____________________Model No.: ____________________

No. Holes: _________________ Hole Spacing: ___” x ___” Bolt Hole Diameter: _________Conductor Size: ________________________________

Bus Size / Conductor Size:_______________________



Bus Height Above Base: __________________________

Bus Effective Span: _____________________________

Cabinet Required?� Yes� No

Catalog Number*

1CT-69-91CT-69-121CT-69-161CT-69-(H)1CT-115-91CT-115-121CT-115-161CT-115-(H)1CT-138-91CT-138-141CT-138-181CT-138-(H)1CT-161-91CT-161-151CT-161-221CT-161-(H)1CT-230-91CT-230-161CT-230-261CT-230-(H)1CT-345-91CT-345-191CT-345-271CT-345-(H)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage (Kv)

69696969115115115115138138138138161161161161230230230230345345345345


Equipm

entS

tand

ards



THREE PHASE CT-SINGLE COLUMNSTRUCTURE TYPE 3CT-S

S3-37

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards



THREE PHASE CT-SINGLE COLUMNSTRUCTURE TYPE 3CT-S

S3-38



Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� Short Circuit: ____________ Amps (Asymmetrical - N/A If Flexible Bus)

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________



Kv Rating: ______________________

Manufacturer: __________________

BIL Rating: _____________________

Model No.: ____________________

No. Holes: _________________ Hole Spacing: ___” x ___” Bolt Hole Diameter: _________Conductor Size: ________________________________Bus Size / Conductor Size:_______________________Required Terminal Elevation: ____Ft. ____In.Conductor Effective Span: _______________________

Bus Height Above Base: _________________________Bus Effective Span: _____________________________Cabinet Required?� Yes� No

Catalog Number*

3CT-S-69-9-(P)3CT-S-69-12-(P)3CT-S-69-16-(P)3CT-S-69-(H)-(P)3CT-S-115-9-(P)3CT-S-115-12-(P)3CT-S-115-16-(P)3CT-S-115-(H)-(P)3CT-S-138-9-(P)3CT-S-138-14-(P)3CT-S-138-18-(P)3CT-S-138-(H)-(P)3CT-S-161-9-(P)3CT-S-161-15-(P)3CT-S-161-22-(P)3CT-S-161-(H)-(P)3CT-S-230-9-(P)3CT-S-230-16-(P)3CT-S-230-26-(P)3CT-S-230-(H)-(P)3CT-S-345-9-(P)3CT-S-345-19-(P)3CT-S-345-27-(P)3CT-S-345-(H)-(P)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345




* Replace (H) with Structure Height requirement. Replace (P) with Phase Spacing requirement.


Equipm

entS

tand

ards



THREE PHASE CT-TWO COLUMNSTRUCTURE TYPE 3CT-A

S3-39

PROJECT INFORMATION

Project Name:______________________________________________________ Date: ______________________

Customer Name: ___________________________________________________________________________________

Structure: __________________________________________________________________________________________

Equipm

entS

tand

ards



THREE PHASE CT-TWO COLUMNSTRUCTURE TYPE 3CT-A




Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� Short Circuit: ____________ Amps (Asymmetrical - N/A If Flexible Bus)

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________




BIL Rating: _____________________Model No.: ____________________

Class: _________________________

No. Holes: _________________ Hole Spacing: ___” x ___” Bolt Hole Diameter: _________Conductor Size: ________________________________Bus Size / Conductor Size:_______________________Required Terminal Elevation: ____Ft. ____In.Conductor Effective Span: _______________________

Bus Height Above Base: _________________________Bus Effective Span: _____________________________Cabinet Required?� Yes� No

Catalog Number*

3CT-A-69-9-(P)3CT-A-69-12-(P)3CT-A-69-16-(P)3CT-A-69-(H)-(P)3CT-A-115-9-(P)3CT-A-115-12-(P)3CT-A-115-16-(P)3CT-A-115-(H)-(P)3CT-A-138-9-(P)3CT-A-138-14-(P)3CT-A-138-18-(P)3CT-A-138-(H)-(P)3CT-A-161-9-(P)3CT-A-161-15-(P)3CT-A-161-22-(P)3CT-A-161-(H)-(P)3CT-A-230-9-(P)3CT-A-230-16-(P)3CT-A-230-26-(P)3CT-A-230-(H)-(P)3CT-A-345-9-(P)3CT-A-345-19-(P)3CT-A-345-27-(P)3CT-A-345-(H)-(P)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)

69696969115115115115138138138138161161161161230230230230345345345345





Equipm

entS

tand

ards



WAVE TRAP - CCVTVERTICAL ASSEMBLY SUPPORT TYPE WT-CCVT-V

S3-41

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards



WAVE TRAP - CCVTVERTICAL ASSEMBLY SUPPORT TYPE WT-CCVT-V




Mounting:

Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________



� ________________________________________________________________________________________

� ________________________________________________________________________________________



Kv Rating: _______________________________________Wave Trap Manufacturer: _________________________

BIL Rating: ______________________________________Model No.: _____________________________________

CCVT Manufacturer:______________________________ Model No.:_______________________________________

Conductor Size: __________________________________Required Terminal Elevation: ____Ft. ____In.

Conductor Effective Span: _________________________Tuning Cabinet Required?� Yes� No



Catalog Number*

WT-CCVT-V-69-9WT-CCVT-V-69-12WT-CCVT-V-69-16WT-CCVT-V-69-(H)WT-CCVT-V-115-9WT-CCVT-V-115-12WT-CCVT-V-115-16WT-CCVT-V-115-(H)WT-CCVT-V-138-9WT-CCVT-V-138-14WT-CCVT-V-138-18WT-CCVT-V-138-(H)WT-CCVT-V-161-9WT-CCVT-V-161-15WT-CCVT-V-161-22WT-CCVT-V-161-(H)WT-CCVT-V-230-9WT-CCVT-V-230-16WT-CCVT-V-230-26WT-CCVT-V-230-(H)WT-CCVT-V-345-9WT-CCVT-V-345-19WT-CCVT-V-345-27WT-CCVT-V-345-(H)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage (Kv)

69696969115115115115138138138138161161161161230230230230345345345345


Equipm

entS

tand

ards



WAVE TRAP - CCVT - HORIZONTALASSEMBLY SUPPORT TYPE WT-CCVT-H

S3-43

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards



WAVE TRAP - CCVT - HORIZONTALASSEMBLY SUPPORT TYPE WT-CCVT-H




Mounting:

Loading Conditions:� NEMA SG-6: 1/2" Ice, 16 Lb./Sq Ft. Wind on Round Shapes

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________



� ________________________________________________________________________________________

� ________________________________________________________________________________________



Kv Rating: _______________________________________Wave Trap Manufacturer: _________________________

BIL Rating: ______________________________________Model No.: _____________________________________

CCVT Manufacturer:______________________________ Model No.: _______________________________________

Conductor Size: __________________________________


Conductor Effective Span: _________________________


Height: ____________________ Diameter: __________________ Weight: ____________________No. Holes: _________________ Hole Spacing: ___” x ___” Bolt Hole Diameter: _________

Insulator No. / B.C.: ____________ Cantilever Str.:__________________ Insulator Spacing: ___Ft. ___In.

Catalog Number*

WT-CCVT-H-69-9WT-CCVT-H-69-12WT-CCVT-H-69-16WT-CCVT-H-69-(H)WT-CCVT-H-115-9WT-CCVT-H-115-12WT-CCVT-H-115-16WT-CCVT-H-115-(H)WT-CCVT-H-138-9WT-CCVT-H-138-14WT-CCVT-H-138-18WT-CCVT-H-138-(H)WT-CCVT-H-161-9WT-CCVT-H-161-15WT-CCVT-H-161-22WT-CCVT-H-161-(H)WT-CCVT-H-230-9WT-CCVT-H-230-16WT-CCVT-H-230-26WT-CCVT-H-230-(H)WT-CCVT-H-345-9WT-CCVT-H-345-19WT-CCVT-H-345-27WT-CCVT-H-345-(H)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage (Kv)

69696969115115115115138138138138161161161161230230230230345345345345


Equipm

entS

tand

ards



WAVE TRAP - INSULATOR -HORIZONTAL ASSEMBLY SUPPORT TYPE WT-INS-H

S3-45

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards




WAVE TRAP - INSULATOR -HORIZONTAL ASSEMBLY SUPPORT TYPE WT-INS-H





� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________



� ________________________________________________________________________________________

� ________________________________________________________________________________________



Kv Rating: _______________________________________

Wave Trap Manufacturer: _________________________

BIL Rating: ______________________________________

Model No.: _____________________________________

Conductor Size: __________________________________

Insulator No. / B.C.:______________________________

Required Terminal Elevation: ___Ft. ___In.


Cantilever Str.: ___________________________________

Insulator Spacing:___Ft. ___In.

Insulator Spacing:___Ft. ___In.

Catalog Number*

WT-INS-H-69-9WT-INS-H-69-12WT-INS-H-69-16WT-INS-H-69-(H)WT-INS-H-115-9WT-INS-H-115-12WT-INS-H-115-16WT-INS-H-115-(H)WT-INS-H-138-9WT-INS-H-138-14WT-INS-H-138-18WT-INS-H-138-(H)WT-INS-H-161-9WT-INS-H-161-15WT-INS-H-161-22WT-INS-H-161-(H)WT-INS-H-230-9WT-INS-H-230-16WT-INS-H-230-26WT-INS-H-230-(H)WT-INS-H-345-9WT-INS-H-345-19WT-INS-H-345-27WT-INS-H-345-(H)


91216

Specify (H)91216

Specify (H)91418

Specify (H)91522

Specify (H)91626

Specify (H)91927

Specify (H)

Voltage(Kv)69696969115115115115138138138138161161161161230230230230345345345345


Equipm

entS

tand

ards



MISCELLANEOUS SINGLE PHASEEQUIPMENT SUPPORT TYPE 1MES

S3-47

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards




MISCELLANEOUS SINGLE PHASEEQUIPMENT SUPPORT TYPE 1MES

S3-48


Description Of Equipment: ____________________________________________________________________________


Element #1 Height: ________ Width: _______ Shape:� Round � Square Weight: _______



Mounting: No. Holes: __________ Hole Spacing: _____” x _____” Bolt Hole Diameter: _________


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� Short Circuit: ____________ Amps (Asymmetrical - N/A If Flexible Bus) Phase Spacing: _________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________


Kv Rating: _______________________________________ Other Rating: ____________________________________

Conductor Size: __________________________________



Discharge Counter Required: � Yes � No

Manufacturer: __________________ Model No.: ____________________

Catalog Number*

1MES-69-(H)

1MES-115-(H)

1MES-138-(H)

1MES-161-(H)

1MES-230-(H)

1MES-345-(H)


Specify (H)

Specify (H)

Specify (H)

Specify (H)

Specify (H)

Specify (H)

Voltage(Kv)

69

115

138

161

230

345



Equipm

entS

tand

ards



MISCELLANEOUS THREE PHASE-SINGLE COLUMNEQUIPMENT SUPPORT TYPE 3MES-S

S3-49

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards




MISCELLANEOUS THREE PHASE-SINGLE COLUMNEQUIPMENT SUPPORT TYPE 3MES-S

S3-50


Description Of Equipment:_____________________________________________________________________________






Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� Short Circuit: ____________ Amps (Asymmetrical - N/A If Flexible Bus) Phase Spacing:

__________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________



Conductor Size: __________________________________



Discharge Counter Required:� Yes� No

Manufacturer: __________________ Model No.: ____________________ Class: _________________________

Catalog Number*

3MES-S-69-(H)

3MES-S-115-(H)

3MES-S-138-(H)

3MES-S-161-(H)

3MES-S-230-(H)

3MES-S-345-(H)


Specify (H)

Specify (H)

Specify (H)

Specify (H)

Specify (H)

Specify (H)

Voltage(Kv)

69

115

138

161

230

345



Equipm

entS

tand

ards



MISCELLANEOUS THREE PHASE-DOUBLE COLUMNEQUIPMENT SUPPORT TYPE 3MES-A

S3-51

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Equipm

entS

tand

ards




MISCELLANEOUS THREE PHASE-DOUBLE COLUMNEQUIPMENT SUPPORT TYPE 3MES-A

S3-52


Description Of Equipment: ____________________________________________________________________________






Loading Conditions:


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� Short Circuit: ____________ Amps (Asymmetrical - N/A If Flexible Bus) Phase Spacing:

__________________

Deflection Limits:


� ________________________________________________________________________________________

� ________________________________________________________________________________________



Conductor Size: __________________________________


Conductor Effective Span: ________________________

Discharge Counter Required:� Yes� No

Manufacturer: __________________ Model No.: ____________________ Class: _________________________

Catalog Number

3MES-A-69-(H)

3MES-A-115-(H)

3MES-A-138-(H)

3MES-A-161-(H)

3MES-A-230-(H)

3MES-A-345-(H)

Structure Height(H) (Ft.)

Specify (H)

Specify (H)

Specify (H)

Specify (H)

Specify (H)

Specify (H)

Voltage(Kv)

69

115

138

161

230

345


Line

Term

inat

ion

Stru

ctur

es


Line

Term

inationStructures



LINE TERMINATION STRUCTUREA-FRAME TYPE A

S4-1

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Line

Term

inationStructures





S4-2


KV Rating: _____________________________________ Line Angle: ______________________________________

Height to Sheild Wire (Hs): _______________________ Height to Conductor (Hc): _________________________

Phase Spacing (P):________________ 1/2 Bay Span (S): ________________ Leg Spread (L): __________________

Conductor Information Sheild Wire Information

Type: __________________________________________ Type: ___________________________________________

Weight Span:___________________________________ Weight Span: ____________________________________

Wind Span: ____________________________________ Wind Span: _____________________________________

Loading Information:

Case Number NESC Heavy Extreme Ice Extreme Wind NEMA SG-6Heavy Medium Light

Shield Wire Tension k/wire k/wire k/wire k/wire

Conductor Tension k/wire k/wire k/wirek/wire

Wind On Wires psf psf psf 16 psf

Wind On Structure psf psf psf 16 psf

In On Wires ” Radial ” Radial ” Radial .5" Radial

Ice On Structure ” Radial ” Radial ” Radial .5" Radial

Line Angle +/- ° +/- ° +/- ° +/- °

Deflection Limits n/a NEMA SG-6

Overload Factors NESC 1.00

Other Information: ___________________________________________________________________________________

____________________________________________________________________________________________________

____________________________________________________________________________________________________

____________________________________________________________________________________________________

Line

Term

inationStructures




S4-3


Note:

Forcustom

structures,plea

secompleteDesignSp

ecificatio

n.

Voltage

Conductor

Static

Phase

Span

Leg

Spre

adConductor

Shield

Wire

Design

Design

Design

Cata

log

Number

(Kv)

Heig

ht

Heig

ht

Spacing

(S)(Ft)

(L)(Ft)

Tension

Tension

Span

Conductor

Shield

Wire

(Hc)

(Ft)

(Hs)

(Ft)

(P)(Ft)

(Kip

s)(K

ips)

(Ft)

ACSR

EHS

69-AFA

-40-15

-7-14

6940

157

1412

5.00

2.50

300

795-1

3/8"-1

69-AFA

-50-15

-7-14

6950

157

1416

5.00

2.50

300

795-1

3/8"-1

69-AFA

-60-15

-7-14

6960

157

1420

5.00

2.50

300

795-1

3/8"-1

115-AFA

-40-15

-10-18

115

4015

1018

125.00

2.50

300

795-1

3/8"-1

115-AFA

-50-15

-10-18

115

5015

1018

165.00

2.50

300

795-1

3/8"-1

115-AFA

-60-15

-10-18

115

6015

1018

205.00

2.50

300

795-1

3/8"-1

138-AFA

-40-18

-12-22

138

4018

1222

126.00

2.50

300

795-1

3/8"-1

138-AFA

-50-18

-12-22

138

5018

1222

166.00

2.50

300

795-1

3/8"-1

138-AFA

-60-18

-12-22

138

6018

1222

206.00

2.50

300

795-1

3/8"-1

161-AFA

-40-18

-14-25

161

4018

1425

126.00

2.50

300

795-1

3/8"-1

161-AFA

-50-18

-14-25

161

5018

1425

166.00

2.50

300

795-1

3/8"-1

161-AFA

-60-18

-14-25

161

6018

1425

206.00

2.50

300

795-1

3/8"-1

230-AFA

-40-25

-18-32

230

4025

1832

128.00

2.50

400

1272

-23/8"-1

230-AFA

-50-25

-18-32

230

5025

1832

168.00

2.50

400

1272

-23/8"-1

230-AFA

-60-25

-18-32

230

6025

1832

208.00

2.50

400

1272

-23/8"-1

230-AFA

-70-25

-18-32

230

7025

1832

228.00

2.50

400

1272

-23/8"-1

345-AFA

-50-30

-21-37

345

5030

2137

1610

.00

4.00

400

1272

-27/16

"-1

345-AFA

-60-30

-21-37

345

6030

2137

2010

.00

4.00

400

1272

-27/16

"-1

345-AFA

-70-30

-21-37

345

7030

2137

2210

.00

4.00

400

1272

-27/16

"-1

500-AFA

-50-30

-34-55

500

5030

3455

1622

.00

4.50

500

954-3

7/16

"-1

500-AFA

-60-30

-34-55

500

6030

3455

2022

.00

4.50

500

954-3

7/16

"-1

500-AFA

-70-30

-34-55

500

7030

3455

2222

.00

4.50

500

954-3

7/16

"-1

500-AFA

-80-30

-34-55

500

8030

3455

2422

.00

4.50

500

954-3

7/16

"-1

765-AFA

-80-35

-55-80

765

8035

5580

2424

.00

5.00

500

1272

-41/2"-1

765-AFA

-100

-35-55

-80

765

100

3555

8025

24.00

5.00

500

1272

-41/2"-1

Line

Term

inationStructures





S4-4

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________


Line

Term

inationStructures




S4-5




Phase Spacing (P):________________ 1/2 Bay Span (S): ________________ Leg Spread (L): __________________


Type: __________________________________________ Type: ___________________________________________











Line Angle +/- ° +/- ° +/- ° +/- °




____________________________________________________________________________________________________

____________________________________________________________________________________________________

____________________________________________________________________________________________________

Line

Term

inationStructures




S4-6

Volta

geCo

nduc

tor

Stat

icPh

ase

Span

Leg

Spre

adCo

nduc

tor

Shie

ldW

ireDe

sign

Design

Design

Cata

log

Num

ber

(Kv)

Hei

ght

Hei

ght

Spac

ing

(S)(

Ft)

(L)(

Ft)

Tens

ion

Tens

ion

Span

Cond

ucto

rSh

ield

Wire

(Hc)

(Ft)

(Hs)

(Ft)

(P)(

Ft)

(Kip

s)(K

ips)

(Ft)

ACS

REH

S

69-A

FB-4

0-15

-7-3

.569

4015

73.

512

5.00

2.50

300

795-

13/

8"-1

69-A

FB-5

0-15

-7-3

.569

5015

73.

516

5.00

2.50

300

795-

13/

8"-1

69-A

FB-6

0-15

-7-3

.569

6015

73.

520

5.00

2.50

300

795-

13/

8"-1

115-

AFB

-40-

15-1

0-5

115

4015

105

125.

002.

5030

079

5-1

3/8"

-1

115-

AFB

-50-

15-1

0-5

115

5015

105

165.

002.

5030

079

5-1

3/8"

-1

115-

AFB

-60-

15-1

0-5

115

6015

105

205.

002.

5030

079

5-1

3/8"

-1

138-

AFB

-40-

18-1

2-6

138

4018

126

126.

002.

5030

079

5-1

3/8"

-1

138-

AFB

-50-

18-1

2-6

138

5018

126

166.

002.

5030

079

5-1

3/8"

-1

138-

AFB

-60-

18-1

2-6

138

6018

126

206.

002.

5030

079

5-1

3/8"

-1

161-

AFB

-40-

18-1

4-7

161

4018

147

126.

002.

5030

079

5-1

3/8"

-1

161-

AFB

-50-

18-1

4-7

161

5018

147

166.

002.

5030

079

5-1

3/8"

-1

161-

AFB

-60-

18-1

4-7

161

6018

147

206.

002.

5030

079

5-1

3/8"

-1

230-

AFB

-40-

25-1

8-9

230

4025

189

128.

002.

5040

012

72-2

3/8"

-1

230-

AFB

-50-

25-1

8-9

230

5025

189

168.

002.

5040

012

72-2

3/8"

-1

230-

AFB

-60-

25-1

8-9

230

6025

189

208.

002.

5040

012

72-2

3/8"

-1

230-

AFB

-70-

25-1

8-9

230

7025

189

228.

002.

5040

012

72-2

3/8"

-1

345-

AFB

-50-

30-2

1-10

.534

550

3021

10.5

1610

.00

4.00

400

1272

-27/

16"-

1

345-

AFB

-60-

30-2

1-10

.534

560

3021

10.5

2010

.00

4.00

400

1272

-27/

16"-

1

345-

AFB

-70-

30-2

1-10

.534

570

3021

10.5

2210

.00

4.00

400

1272

-27/

16"-

1

500-

AFB

-50-

30-3

4-17

500

5030

3417

1622

.00

4.50

500

954-

37/

16"-

1

500-

AFB

-60-

30-3

4-17

500

6030

3417

2022

.00

4.50

500

954-

37/

16"-

1

500-

AFB

-70-

30-3

4-17

500

7030

3417

2222

.00

4.50

500

954-

37/

16"-

1

500-

AFB

-80-

30-3

4-17

500

8030

3417

2422

.00

4.50

500

954-

37/

16"-

1

765-

AFB

-80-

35-5

6-28

765

8035

5628

2424

.00

5.00

500

1272

-41/

2"-1

765-

AFB

-100

-35-

56-2

876

510

035

5628

2524

.00

5.00

500

1272

-41/

2"-1


Note:

Forcustom

structures,plea

secompleteDesignSp

ecificatio

n.


Line

Term

inationStructures



LINE TERMINATION STRUCTUREH-FRAME TYPE A

S4-7

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

Line

Term

inationStructures





S4-8




Phase Spacing (P):________________ 1/2 Bay Span (S): ________________


Type: __________________________________________ Type: ___________________________________________











Line Angle +/- ° +/- ° +/- ° +/- °




____________________________________________________________________________________________________

____________________________________________________________________________________________________

____________________________________________________________________________________________________

Line

Term

inationStructures




S4-9

Voltage

Conductor

Static

Phase

Span

ConductorSh

ield

Wire

Design

Design

Design

Cata

log

Number

(Kv)

Heig

ht

Heig

ht

Spacing

(S)(Ft)

Tension

Tension

Span

Conductor

Shield

Wire

(Hc)

(Ft)

(Hs)

(Ft)

(P)(Ft)

(Kip

s)(K

ips)

(Ft)

ACSR

EHS

69-H

FA-40-15

-7-14

6940

157

143.00

1.50

300

795-1

3/8"-1

69-H

FA-50-15

-7-14

6950

157

143.00

1.50

300

795-1

3/8"-1

69-H

FA-60-15

-7-14

6960

157

143.00

1.50

300

795-1

3/8"-1

115-HFA

-40-15

-10-18

115

4015

1018

3.00

1.50

300

795-1

3/8"-1

115-HFA

-50-15

-10-18

115

5015

1018

3.00

1.50

300

795-1

3/8"-1

115-HFA

-60-15

-10-18

115

6015

1018

3.00

1.50

300

795-1

3/8"-1

138-HFA

-40-18

-12-22

138

4018

1222

4.00

2.00

300

795-1

3/8"-1

138-HFA

-50-18

-12-22

138

5018

1222

4.00

2.00

300

795-1

3/8"-1

138-HFA

-60-18

-12-22

138

6018

1222

4.00

2.00

300

795-1

3/8"-1

161-HFA

-40-18

-14-25

161

4018

1425

4.00

2.00

300

795-1

3/8"-1

161-HFA

-50-18

-14-25

161

5018

1425

4.00

2.00

300

795-1

3/8"-1

161-HFA

-60-18

-14-25

161

6018

1425

4.00

2.00

300

795-1

3/8"-1

230-HFA

-40-25

-18-32

230

4025

1832

4.50

2.50

400

1272

-23/8"-1

230-HFA

-50-25

-18-32

230

5025

1832

4.50

2.50

400

1272

-23/8"-1

230-HFA

-60-25

-18-32

230

6025

1832

4.50

2.50

400

1272

-23/8"-1

230-HFA

-70-25

-18-32

230

7025

1832

4.50

2.50

400

1272

-23/8"-1

345-HFA

-50-30

-21-37

345

5030

2137

5.00

3.00

400

1272

-27/16

"-1

345-HFA

-60-30

-21-37

345

6030

2137

5.00

3.00

400

1272

-27/16

"-1

345-HFA

-70-30

-21-37

345

7030

2137

5.00

3.00

400

1272

-27/16

"-1

500-HFA

-50-30

-34-55

500

5030

3455

10.00

3.50

500

954-3

7/16

"-1

500-HFA

-60-30

-34-55

500

6030

3455

10.00

3.50

500

954-3

7/16

"-1

500-HFA

-70-30

-34-55

500

7030

3455

10.00

3.50

500

954-3

7/16

"-1

500-HFA

-80-30

-34-55

500

8030

3455

10.00

3.50

500

954-3

7/16

"-1


Note:

Forcustom

structures,plea

secompleteDesignSp

ecificatio

n.

Line

Term

inationStructures




LINE TERMINATION STRUCTUREH-FRAME TYPE B

S4-10

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________


Line

Term

inationStructures



LINE TERMINATION STRUCTUREH-FRAME TYPE B

S4-11




Phase Spacing (P):________________ 1/2 Bay Span (S): ________________


Type: __________________________________________ Type: ___________________________________________











Line Angle +/- ° +/- ° +/- ° +/- °




____________________________________________________________________________________________________

____________________________________________________________________________________________________

____________________________________________________________________________________________________

Line

Term

inationStructures




S4-12

Voltage

Conductor

Static

Phase

Span

ConductorSh

ield

Wire

Design

Design

Design

Cata

log

Number

(Kv)

Heig

ht

Heig

ht

Spacing

(S)(Ft)

Tension

Tension

Span

Conductor

Shield

Wire

(Hc)

(Ft)

(Hs)

(Ft)

(P)(Ft)

(Kip

s)(K

ips)

(Ft)

ACSR

EHS

69-H

FB-40-15

-7-3.5

6940

157

3.5

3.00

1.50

300

795-1

3/8"-1

69-H

FB-50-15

-7-3.5

6950

157

3.5

3.00

1.50

300

795-1

3/8"-1

69-H

FB-60-15

-7-3.5

6960

157

3.5

3.00

1.50

300

795-1

3/8"-1

115-HFB

-40-15

-10-5

115

4015

105

3.00

1.50

300

795-1

3/8"-1

115-HFB

-50-15

-10-5

115

5015

105

3.00

1.50

300

795-1

3/8"-1

115-HFB

-60-15

-10-5

115

6015

105

3.00

1.50

300

795-1

3/8"-1

138-HFB

-40-18

-12-6

138

4018

126

4.00

2.00

300

795-1

3/8"-1

138-HFB

-50-18

-12-6

138

5018

126

4.00

2.00

300

795-1

3/8"-1

138-HFB

-60-18

-12-6

138

6018

126

4.00

2.00

300

795-1

3/8"-1

161-HFB

-40-18

-14-7

161

4018

147

4.00

2.00

300

795-1

3/8"-1

161-HFB

-50-18

-14-7

161

5018

147

4.00

2.00

300

795-1

3/8"-1

161-HFB

-60-18

-14-7

161

6018

147

4.00

2.00

300

795-1

3/8"-1

230-HFB

-40-25

-18-9

230

4025

189

4.50

2.50

400

1272

-23/8"-1

230-HFB

-50-25

-18-9

230

5025

189

4.50

2.50

400

1272

-23/8"-1

230-HFB

-60-25

-18-9

230

6025

189

4.50

2.50

400

1272

-23/8"-1

230-HFB

-70-25

-18-9

230

7025

189

4.50

2.50

400

1272

-23/8"-1

345-HFB

-50-30

-21-10

.534

550

3021

10.5

5.00

3.00

400

1272

-27/16

"-1

345-HFB

-60-30

-21-10

.534

560

3021

10.5

5.00

3.00

400

1272

-27/16

"-1

345-HFB

-70-30

-21-10

.534

570

3021

10.5

5.00

3.00

400

1272

-27/16

"-1

500-HFB

-50-30

-34-17

500

5030

3417

10.00

3.50

500

954-3

7/16

"-1

500-HFB

-60-30

-34-17

500

6030

3417

10.00

3.50

500

954-3

7/16

"-1

500-HFB

-70-30

-34-17

500

7030

3417

10.00

3.50

500

954-3

7/16

"-1

500-HFB

-80-30

-34-17

500

8030

3417

10.00

3.50

500

954-3

7/16

"-1


Note:

Forcustom

structures,plea

secompleteDesignSp

ecificatio

n.

Speci

al

Stru

ctu

res


SpecialS

tructures



S5-1

LIGHTING MAST STRUCTURELMS (No Wires Attached)

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

SpecialS

tructures



Refer to www.valmont-newmark.com to download Substation Selection Guide pdf.S5-2

LIGHTING MAST STRUCTURELMS (No Wires Attached)


Foundation: � Anchor Bolt/Base Pl. � Direct Embed, 10% + 2’ or: _________________________________

Loading Conditions


� NESC: � Heavy � Medium � Light

� Extreme Wind: Wind Speed = _______ MPH or __________ PSF FOS:

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits


� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Supplemental Attachments

� Lamps: Quantity of ______ ______ Foot Elevation

� Hand Holes: Quantity of ______ ______ Foot Elevation

� Lighting Spire: Length: ________ Special Material:

� Special Grounding: ______________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________


SpecialS

tructures



SHIELD WIRE MAST STRUCTURESWM

S5-3

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

SpecialS

tructures




SHIELD WIRE MAST STRUCTURESWM

S5-4


Overall Height: _______ Ft.

Wire Data: Wire 1 Wire 2 Wire 3 Wire 4

Size: __________________ __________________ __________________ _________________

Span: __________________ __________________ __________________ _________________

Tension: __________________ __________________ __________________ _________________

Line Angle: __________________ __________________ __________________ _________________

Elevation: __________________ __________________ __________________ _________________

Foundation: � Anchor Bolt/Base Pl. � Direct Embed, 10% + 2’ or: __________________________________

Loading Conditions: Provide Sag Tension Run for each Conductor/Wire for accurate results.



� Extreme Wind: Wind Speed = _______ MPH or __________ PSF FOS:

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Deflection Limits


� Camber Case: ______ % at Everday Loading or

� ________________________________________________________________________________________

� ________________________________________________________________________________________

Supplemental Attachments

� Lamps: Quantity of ______ ______ Foot Elevation

� Hand Holes: Quantity of ______ ______ Foot Elevation

� Lighting Spire: Length: ________ Special

Material:__________________________________________

� Special Grounding: ______________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________

� ________________________________________________________________________________________


SpecialS

tructures



GROUP OPERATED AIR BREAKSWITCH POLE STRUCTURE GSWP

S5-5

PROJECT INFORMATION


Customer Name:_____________________________________________________________________________________

Structure:____________________________________________________________________________________________

SpecialS

tructures



GROUP OPERATED AIR BREAKSWITCH POLE STRUCTURE GSWP

S5-6 * Replace (AMP) with SW Amp Rating requirement. Replace (H) with Structure Height requirement.

DESIGN SPECIFICATIONKv Rating: _______________________________________ BIL Rating: ______________________________________

Description of Equipment: _____________________________________________________________________________

Manufacturer: _______________ Model No:_______________ Type (#/Way): _______________________________


Wire Data - Tap Line Shield Wires ConductorsSize:_____________________________________ Size: ____________________________________Span:____________________________________ Span: ___________________________________Tension:__________________________________ Tension: _________________________________Line Angle: _______________________________ Line Angle:_______________________________Elevation: ________________________________ Elevation: ________________________________

Wire Data - Through LineSize:_____________________________________ Size: ____________________________________Span: Forward:_______ Back: _______________ Span: Forward:_______ Back:_______________Tension:__________________________________ Tension: _________________________________Line Angle: _______________________________ Line Angle:_______________________________Elevation: ________________________________ Elevation: ________________________________

� Freestanding � Guyed: Preferred Guy Size: ________________________________________________________


� NESC: � Heavy � Medium � Light� Extreme Wind: Wind Speed = _______ MPH or __________PSF FOS: ______________________� ________________________________________________________________________________________� NEMA SG-6: 1/2" Ice, 16 Lb./Sq Ft. Wind on Round Shapes

Deflection Limits:

� Height / 50 to top Switch Phase Case w/out OLF’s.

� ________________________________________________________________________________________


Catalog Number*

GSWP-691WI-(AMP)-(H)GSWP-69-1WS-(AMP)-(H)GSWP-69-2WS-(AMP)-(H)GSWP-69-3WS-(AMP)-(H)

GSWP-115-1WI-(AMP)-(H)GSWP-115-1WS-(AMP)-(H)GSWP-115-2WS-(AMP)-(H)GSWP-115-3WS-(AMP)-(H)



SW to TopPhase Spacing

(SW) (Ft)10101010

14141414

18181818

20202020

RatedVoltage(Kv)69696969

115115115115

138138138138

161161161161

PhaseSpacing(P) (Ft)

10101010

16161616

20202020

24242424

Switch Type

1 Way Inline1 Way Side Mt.2 Way Side Mt.3 Way Side Mt.




Sw. AmpRating(AMP)

(AMP)(AMP)(AMP)(AMP)




Pole Height(H) (Ft)

(H)(H)(H)(H)

(H)(H)(H)(H)

(H)(H)(H)(H)

(H)(H)(H)(H)


SpecialS

tructures



S5-7

LINE TERMINATION-DEAD END-POLE STRUCTURE DEP

PROJECT INFORMATION

Project Name: ____________________________________________ Date: __________________

Customer Name: ____________________________________________________________________

Structure: ___________________________________________________________________________

SpecialS

tructures




LINE TERMINATION-DEAD END-POLE STRUCTURE DEP

S5-8


Kv Rating: _______________________________________ BIL Rating: ______________________________________

Wire Data - Tap Line Shield Wires ConductorsSize:_____________________________________ Size: ____________________________________Span:____________________________________ Span: ___________________________________Tension:__________________________________ Tension: _________________________________Line Angle: _______________________________ Line Angle:_______________________________Elevation: ________________________________ Elevation: ________________________________

Wire Data - Through LineSize:_____________________________________ Size: ____________________________________Span: Forward:_______ Back: _______________ Span: Forward:_______ Back:_______________Tension:__________________________________ Tension: _________________________________Line Angle: _______________________________ Line Angle:_______________________________Elevation: ________________________________ Elevation: ________________________________

� Freestanding � Guyed: Preferred Guy Size: ________________________________________________________

Foundation: � Anchor Bolt/Base Pt. � Direct Embed, 10% +2’ or: _____________________________________



� Extreme Wind: Wind Speed = _______ MPH or __________PSF FOS:

� _____________________________________________________________________________________

� _____________________________________________________________________________________

� _____________________________________________________________________________________


Deflection Limits:

� Chamber Case: ______ % at Everyday Loading


� _____________________________________________________________________________________

Supplemental Attachments:

� Lamps: Quantity of _____ _____ Foot Elevation

� Hand Holes: Quantity of _____ _____ Foot Elevation

� Stand Off Insulators: ___________________________________________________________________

� Teminators: _____________________________________________________________________________

� Surge Arresters: _________________________________________________________________________

� _____________________________________________________________________________________

� _____________________________________________________________________________________

� _____________________________________________________________________________________

� _____________________________________________________________________________________

Valmont Newmarkcan also supplyprestressed spunconcrete poles forspecial designapplications.

Valmont Newmark is your single source for: steel,concrete, hybrid, transmission, distribution, andsubstation power delivery structures.

Your partner for innovative solutions

Our complete product line,

combined with an experienced

engineering staff, dedicated

customer service, customer

driven research and development

and reputable know-how in

materials technology enables us to

provide you the highest quality, most

economical solutions that meet our

industry’s demanding requirements.

Our 11 locations throughout the United States and in Mexico, help facilitate a timely delivery.

Hybrid Patented

Division HeadquartersUtility Division, Valmont Industries, Inc.Two Perimeter Park South, Suite 475 WestBirmingham, Alabama 35243800-533-5103 • Fax: 205-968-7201

www.valmont-newmark.com

Substation Manufacturing Facility801 N. Xanthrus StreetTulsa, Oklahoma 74110800-331-3002918 583-5881 • FAX: 918 585-1927

www.valmont-newmark.com

spec 1 bs -...

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