2019 catalog - tashtowers.com200' plus self‐support and guyed towers $2,700 & up tower...

TASHJIAN TOWERS CORPORATION 2765 S. Temperance Avenue, Fowler, Ca 93625 Office: (559) 834‐4300 Fax: (559) 834‐4377 Email: [email protected] Web: www.tashtowers.com

2019 Catalog

Table of Contents

Introduc on……………….……………….………………...…..1

Engineering Services…………………………………….…….3

Guyed and Stacked T‐Tower……………….…………….…7

Self‐Support Towers…………………………..……………….23

Tower Trailers…………………………………….……………...49

Monopoles……………………………………..………………….62

Palm, Windmill, Radar, …………………...………….…..…65

Crank Up Towers ..………………………...…………….…….68

Tower Hardware, Misc...……………...….………….….…69

Terms and Condi ons……………………………………..….91

Introduc on Since 2001, Tashjian Towers has designed and manufactured towers for the communica on industry. The corpo‐rate objec ve has remained to provide professionally engineered high quality towers to our customers with their budgets and schedule. Tashjian Towers began engineering and manufacturing towers for the amateur radio operators and has since de‐veloped its business to include towers for the much larger market of telecommunica ons. This catalog covers engi‐neering service, manufactured products and construc on service available from Tashjian Towers Corpora on.

How to use this Catalog The purpose of this catalog is to provide our customers with a detailed list of the services and products which Tashjian Towers can provide. The catalog is separated into different divisions, engineering, stack towers, self‐suppor ng towers, tower trailers, poles, crank up towers and accessories. All parts are iden fied by part numbers and all part number are cross‐referenced to the price list. From the catalog, the customer will be able to determine the towers capacity and price. The delivery me for your tower is available by placing a call to Tashjian Towers Sales Department. The customer may select a standard tower kit for some of the Tashjian Towers models. For each of the standard tower kits, Tashjian Towers has assigned a part number. The part number may be used to cross‐reference between the catalog informa on and the price list. For each standard tower kit, a detailed bill of material can be provided. For many of standard tower kits, the maximum allowable projected area which the tower will hold at the top is given for an 100 MPH wind as defined by ANSI EIA RS 222 Rev H for Exposure C, Topo 1, Class 2. These projected areas shown are for budgetary purposes and does not include areas of ladders, cables, antenna mounts, cable lad‐ders, pla orms, or any other appurtenances. In the event there may be a ques on of compliance in the design of a standard catalog tower to state, local, building regula ons, or building codes, blueprints and engineering design calcula ons for your par cular site can be supplied at a moderate charge.

History of Towers at Tashjian Towers Tashjian Towers Corpora on has three divisions to the business. The primary focus is to provide professional engi‐neered towers. The manufacturing division is the second division, which makes the towers. The third division is the construc on division which installs founda on and erects towers. Karl Tashjian, owner of Tashjian Towers, worked at Tri‐Ex Tower Corpora on from 1985 to 2000. While at Tri‐Ex, Karl was the engineer of record for hundreds of towers and worked on tower designs for the various tower models shown in this catalog. In 1997, Interna onal Tower Inc. was formed from Tri‐Ex Towers and S&G Communica on. ITI specialized in tall towers for the broadcast industry. While at ITI, the engineering group engineered and designed several candela‐brum towers approximately 2,000 feet tall, an 1860' tower with a 10' face width in Louisiana, a 1,000 foot tall can‐delabrum in downtown Atlanta guyed at 35%, along with many other tall heavy towers. In January of 2000, Spectra Site Broadcast group purchased Interna onal Tower Inc. Spectra Site closed the engi‐neering offices at the Tri‐Ex plant in Visalia in October of 2000, at which me Karl began consul ng full me. The old Tri‐Ex Towers Corpora on was dissolved in California, so Karl incorporated as Tri‐Ex Towers Corpora on in Cali‐fornia in Jan. 2002. In Jan. 2003, the name of the corpora on was changed to Tashjian Towers Corpora on. In 2010, Tashjian Towers built a 21,000 square foot factory with an addi onal 2,400 square foot engineering office on 2 acres in Fowler, California.

1

Tashjian Towers Corpora on Commercial Tower Division

Tashjian Towers Corpora on commercial tower business is organized into eight dis nct groups. The groups are Sales, Engineering, Produc on Control, Fabrica on, Weld, Paint, Assembly, and Quality Control. All Tashjian Towers are made in Fowler, California, USA. When a customer calls in to place an order, the sales personnel can determine the delivery date for your product. If the project requires Tashjian Towers to size the tower for the customer, sales will take the required data and forward onto the engineering department for design review. The custom tower design requires from 3 to 5 days to complete, depending on specifica‐

ons provided by the customer. Sales will send a wri en quota on via email with scheduled delivery dates. I

When the sales department receives a purchase order or verbal no ce to proceed, a sales order is wri en and passed on to the produc on control department. The produc on control department will request the drawing package from the engineering department. When produc on control logs the sales order, a sched‐uled ship date will be set. The customer will be advised of this ship date if different from our quota on. The produc on control department will purchase the raw material and purchase parts required to fill the order. The raw material used in Tashjian Towers meets various standards including American Standard Tes ng, and Measurement, ASTM, standards. The leg material ofself‐suppor ng tower is 50 KSI and the crank up and Stack towers use high strength steel with a minimum yield of 70,000 psi. Brace material conforms to ASTM A36. Produc on control will issue work orders to the shop to complete the sales order.

The fabrica on and weld departments convert the raw material into the black tower. The fabrica on depart‐ment cuts, torches, mills, turns, punches, drills, grinds, etc. the raw material per the drawings while welding uses the GMAW process. Tashjian Towers is par cularly proud of the quality of the welding from our weld department. All welders at Tashjian Towers Corpora on have American Welding Society, AWS, cer fica on for each process performed at Tashjian Towers. All weld procedures used by Tashjian Towers are qualified by AWS. A er welding, the black towers are shipped to the galvanizer. Tashjian Towers transports the towers to gal‐vanizers who are members of the Hot Dipped Galvanizer Associa ons. All galvanize conforms to ASTM stand‐ard A‐123. The galvanized towers are packaged for shipment by the assembly department. On request, towers can be painted or powder coated by Tashjian Towers. FAA factory applied paint is available on request.

Quality Control at Tashjian Towers is staffed to meet the requirements of Accredita on Criteria for Fabricator Inspec on Programs for Structural Steel per AC172. At all phases of manufacture,

quality control checks are made to assure adherence to drawings and specifica ons. Shipment of towers is accomplished by one of two methods. The first and most common method of shipment is for Tashjian Tow‐ers to prepay the freight and bill the customer. The second method is cash on delivery. Larger shipments are sent on dedicated trucks while smaller loads are shipped on common carrier.

2

TASHJIAN TOWERS CORPORATION

ENGINEERING SERVICES

Tashjian Towers specializes in tower Engineering, Inspec on, Mapping, Documenta on, Analysis, Co‐Loca on, Founda on Design and Geotechnical services. For your review, we have enclosed a par al list of our services along with associated costs.

Tower Analysis: It is assumed that the owner provides all available informa on. The scope of this work consists of a feasibility study for the installa on of customer specific equipment on ex‐is ng towers. The scope of work includes providing four sets of tower eleva ons draw‐ings, four sets of tower calcula ons for the complete tower including the founda on, and four copies of the tower report summarizing the tower findings and recommenda‐

ons. The report includes tower overstresses if found but does not include the details of the modifica on to correct these overstresses. Once the owner decides to proceed with the modifica on, structural calcula ons are prepare, modifica on drawings are created, and an es mate of the steel require to modify the tower is produced. The above docu‐menta on will be sealed if the tower site is within the one of the states our engineers are licensed: California, Oregon, Arizona, Nevada, Washington, Utah, Texas, Idaho, New Mexico, and Alaska.

Up to 100' Pole, Self‐Support and Guyed Towers $1,800 100' to 200' Pole, Self‐Support and Guyed Towers $2,000 200' plus Self‐Support and Guyed Towers $2,700 & up

Tower Inspec on, Tower Mapping, and Tower Documenta on $1,400 per Site

The scope of work for inspec on, mapping, and documenta on includes the measuring of member sizes, documen ng the antenna sizes, antenna eleva on, antenna line sizes and loca on on tower, guy geometry, visual inspec on of the tower, photos of the tower, and field report. The client receives a copy of the field inspec on notes and photos if re‐quested. The scope includes conduc ng field inves ga on and collec ng engineering da‐ta. Fee may vary depending on distance to site.

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Tower Founda on Plans (Standard Plans): $1,800 per Tower

Soils report is to be provided by owner or the founda on design will be based on nor‐mal soil. The scope of work includes providing four sets of calcula ons and drawings for the tower founda ons including op mizing the size for the tower; reinforcement bars loca on, size, and weight: anchor bolt loca ons, in conformance with a customer provided soils report. These standard founda on plans are for standard tower founda‐

ons types such as pads, drill and bell founda ons, pad to pier, and straight piers.

Custom Tower Founda on Design (Rock Anchor, Water, Others): $2,500

The scope of work includes providing four sets of tower founda on plans for custom tower founda on where rock, water, or other soil condi ons other than normal soil condi ons exists.

Tower Design: $110 per hour (PN 950‐0001)

The design team has many years of experience in designing and modifying towers. The typical design cyclical includes layout, design review, fabrica on details, submi al of sealed drawing package, and construc on drawing package. The design team has com‐pleted a wide range of towers including custom crank up towers, self‐suppor ng tow‐ers to 400’, guy tower to 2000’, tower trailer units, roof top mounts, stealth designs in‐cluding water tanks, pine and palm trees, and windmill towers, custom equipment pla orms, and custom antenna mounts.

As a tower manufacturer, our design team is aware of the requirements of owners, fabricators, and contractors. Our drawing package are used for obtaining building per‐mits, construc on bid walks, construc on documents, owners records, fabricator de‐tails including weld design, and managers who want their projects on me. We are ex‐perience in weld design, galvanized structures, and their effect on warping structures. The design work is done using Cadkey or Solidworks cad so ware. Autocad formats and electronic files can be provided on comple on. Full size prints are available on re‐quest while 11 x 17 is the normal format.

Tower Site Plans: $2,500 per plus all expenses

The scope of work includes taking survey informa on, customer supplied data, zoning informa on and crea ng a site plan showing all exis ng and proposed structures. An eleva on drawing of the tower is shown on the site plan. Typically these plans are used in the permit process.

4

Soils Engineering‐ Customers scope of work for Geotechnical Ser‐vices: 4,250 Each

This includes all items described in the typical geotechnical specifica ons. For your infor‐ma on, the price includes two borings, one direct shear test, one consolida on test, five each moisture samples, one chemical analysis, resis vity tes ng and sieve analysis. The resis vity test adds approximately $500 to the cost above. Four copies of the report will be provided.

Other Geotechnical Tests available are:

Addi onal borings (a er 2) $250 per A erberg Limits $125 per Direct Shear Test $150 per Moisture Density $25 per Unconfined Compression Test $100 per Bulk samples for sites requiring cut and fill $25 each Installa on of Observa on Wells $500 per well 20' deep Rock Coring with ROD results $500 per foot Consolida on Test $150 each Chemical Analysis $75 each Unconsolidated Undrained Triaxial Shear Test $500 each Consolidated Undrained Triaxial Shear Test $625 each California Bearing Ra o or R Value $175 each Expansion Index Test $150 each Consolidated Drained Triaxial Test $660 each Addi onal Copies of Report Sealed $50 per Please note the above work does not include rock condi ons, four‐wheel access, or oth‐er abnormal soil condi ons. Normal access is assumed in the above pricing. Other engineering services available are lease exhibits, tower expert at zoning hearings, public works counter service in central California, minor electrical plans, communica on building design, communica on equipment slab design, review of manufactures draw‐ings and sealing of plans, and tower specifica on wri ng. Fees may vary depending on complexi es. Thank you for the opportunity to be of service.

Respec ully, Karl K. Tashjian Owner, Tashjian Towers, RCE

5

Guyed and Stacked T‐Towers

7

TECHNICAL DATA SHEET

General purpose communica ons tower. (VHF, UHF, Microwave, and Two Way) Available in heights from 10 . to 140 . (Always refer to exact installa on data) Designed and fabricated for the tough jobs which call for low cost and brute

strength. U lizes superior “W” bracing configura on. Resists clockwise and counter‐

clockwise torsional loads. General Dimensions: Face Width: 13 7/8" Side Rails: 1 1/4" O.D. x .120" Wall Bracing: 5/16" solid rod Greater strength and loading capabili es unheard of in the economical tower

class. Compare construc on details and you will see the big advantage of the model T‐15 Design eliminates special top and base sec ons Construc on: built in precision jigs and electrically welded by cer fied personnel. Finish: hot dip galvanized a er Fabrica on. Weight: 50 lb. (per sec on) Joints: splice tube inserts. No jamming during installa on.

The informa on contained on this drawing or data sheet is the property of

Tashjian Towers Corpora on, and cannot be reproduced of used without the

wri en permission of Tashjian Towers Corpora on.

T-15

8

TECHNICAL DATA SHEET Available in heights from 10 . to 220 . U lizes superior “W” bracing configura on which resists torsional loads. General Dimensions: Face Width: 19 13/16" Legs: 1 1/2” x .120" wall Bracing:7/16" Solid Rod Applica ons: Antenna radiator – insulated base available. Microwave support, VHF‐UHF transmi ng, antenna support and tropo

Sca er Systems. Designed for truly difficult and demanding jobs. CONSTRUCTION: Built in precision jigs and electrically welded by cer fied personnel. FINISH: Hot dipped galvanized a er fabrica on. WEIGHT: 205 lbs. (20 . sec on), 107 lbs. (10 . sec on) JOINTS: Square heavy duty easily aligned flanges. The informa on contained on this drawing or data sheet is the property

of Tashjian Towers Corpora on, and cannot be reproduced of used with‐

out the wri en permission of Tashjian Towers Corpora on as it refers to

patent applica ons submi ed or in prepara on.

T-20

11

TECHNICAL DATA SHEET Available in heights from 10 . to 600 . (To 400 feet with excellent

Rigidity). U lizes superior “W” bracing configura on which resists torsional

clockwise and counter‐clockwise loads. General dimensions: Face Width: 26 5/16” Legs: 2" x Variable wall thickness Bracing: 5/8" solid rod Applica ons: antenna radiator ‐ insulated base available, high rigidity

Microwave Support, VHF‐UHF transmi ng, antenna support and Tropo Sca er Systems.

Designed for truly difficult and demanding jobs. Construc on: Built in precision jigs and electrically welded by cer fied personnel. Finish: hot dip galvanized a er fabrica on. Weight: 400 lbs. Average (20 . sec on) 200 lbs. Average (10 . sec on) Joints: square heavy duty easily aligned flanges. The informa on contained on this drawing or data sheet is the property of Tashjian Towers Corpora on, and cannot be reproduced of used without the wri en permission of Tashjian Towers Corpora on as it refers to pa‐tent applica ons submi ed or in prepara on.

T-26

14


Designed specifically for microwave and heavy duty communica‐

ons installa ons. Construc on: the T‐36 Series Tower is constructed in an equilateral

triangle with tubular steel legs and cross bracing. The cross sec on size is 42 3/8" on leg centers. Diameter of leg

sec ons varies from 2" to 2 1/2” to meet installa on requirements. Cross bracing is bolted to legs.

Finish: all tower components are completely hot dipped galvanized

a er fabrica on. Applica ons: designed for large guy communica ons uses; micro‐

wave, CATV, AM‐FM Broadcast. Also for self‐suppor ng installa ons up to 80 feet.

The informa on contained on this drawing or data sheet is the prop‐erty of Tashjian Towers Corpora on, and cannot be reproduced of used without the wri en permission of Tashjian Towers Corpora on as it refers to patent applica ons submi ed or in prepara on.

T-36

17


Designed specifically for microwave and heavy duty communica ons installa ons.

Construc on: the T‐48 Series Tower is constructed in an

equilateral triangle with tubular steel legs and cross bracing.

The cross sec on size is 55" on leg centers. Diameter of leg sec ons varies from 2 1/2" to 3 1/2” to meet installa on requirements. Cross bracing is bolted to legs.

Finish: All Tower Components are completely hot dipped

galvanized a er fabrica on. Applica ons: Designed for large guy communica ons uses;

microwave, CATV, AM‐FM Broadcast. Also for self‐suppor ng installa ons up to 100 feet. Models: T‐48 is the standard Tower Sec on

T‐48X U lizes X‐Bracing (as required basis)

The informa on contained on this drawing or data sheet is the property of Tashjian Towers Corpora on, and cannot be repro‐duced of used without the wri en permission of Tashjian Towers Corpora on as it refers to patent applica ons submi ed or in prepara on.

T-48

20

Self-Supporting Towers

23

TKD Series Designed specifically for VHF/UHF, various microwave

and heavy duty communica ons installa ons. Construc on: The TKD Series Tower is constructed in a

tubular steel leg configura on. The use of angle or pipe bracing is dependent on required tower sec ons. The face width and leg size at the base varies depending on sec on required.

Finish: All tower components are completely hot dipped

galvanized a er fabrica on. Standard TKD series tower heights range from 40 feet to

200 feet. Our Engineering staff is ready to develop any custom de-

sign for your specific need. Contact our sales representa-ve.

The informa on contained on this drawing of data sheet is the property of Tashjian Towers Corpora on. And cannot be reproduced or used without the wri en permission of Tashjian Towers Corpora on. As it refers to patent applica-

ons submi ed or in prepara on.

24

K-Series Towers Construc on: The K-Series Towers are constructed with pipe legs angle braces, 3 or 4

sided. Finish: All tower components are completely hot

dipped galvanized a er fabrica on. Standard K series tower heights are 80’, 100’ or

120’. Our Engineering staff is ready to develop any

custom design for your specific need. Contact our sales representa ve.

The informa on contained on this drawing of data sheet is the property of Tashjian Towers Corpora on. And cannot be reproduced or used with-out the wri en permission of Tashjian Towers Corpora on. As it refers to patent applica ons submi ed or in prepara on.

30

K-Series Towers

Eleva on View

(K-120 Shown) Plan View

31

K-S

eries Towers

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K-80

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K-100

K-120

32

Guyed and Self-Supporting Tower Accessories

Anti-Climb Waveguide Ladder Climb Ladder

Side Arm Antenna Mount

Dish

Mount

33

Price List Guy and Self-Supporting Towers and Accessories

34

2019 Tower Price List Descrip on Part No. Weight (lb) Price

MODEL T‐15 SECTIONS T-15 Standard 10’ Sec ons 115-00301 52 $192.00 T-15 Top Plate 115-00303 10 $80.00 T-15 Flat Base 115-00304 18 $95.00 T-15 Concrete Base 115-00305 20 $100.00 T-15 Tapered Base Mount 115-00324 46 $395.00 T-15 Tilt Base 115-00422 27 $370.00 T-15 Mast Plate 115-00307 7 $90.00 T-15 CDR Plate 115-00308 6 $85.00 T-15 Guy Bracket 115-00325 8 $120.00 T-15 Guy Bracket w/ Torque Bar 115-00326 14 $145.00 T-15 Torque Arm Assembly 115-00311 46 $270.00 T-15 2" Dish Mount 115-00327 26 $115.00 T-15 4" Dish Mount 115-00375 48 $265.00 T-15 Erec on Fixture 115-00312 40 $365.00 MODEL T‐15 GUY TOWER KITS T-15 40’ Guy Tower Kit 115-00424 362 $2,100.00 T-15 50’ Guy Tower Kit 115-00425 422 $2,650.00 T-15 60’ Guy Tower Kit 115-00426 474 $2,935.00 T-15 70’ Guy Tower Kit 115-00427 526 $3,220.00 T-15 80’ Guy Tower Kit 115-00428 586 $3,845.00 T-15 90’ Guy Tower Kit 115-00429 638 $4,145.00 T-15 100’ Guy Tower Kit 115-00430 690 $4,425.00 T-15 110’ Guy Tower Kit 115-00431 742 $4,765.00 T-15 120’ Guy Tower Kit 115-00432 802 $5,480.00 T-15 130’ Guy Tower Kit 115-00433 854 $5,595.00 T-15 140’ Guy Tower Kit 115-00434 906 $6,130.00 MODEL T‐15 SELF SUPPORTING TOWER KITS T-15 20’ Self Suppor ng Tower Kit 115-00434 200 850.00 MODEL T‐20 SECTIONS T-20-120, 5’ Sec on 220-00338 64 $258.00 T-20-120, 10’ Sec on 220-00504 112 $397.00 T-20-120, 20’ Sec on 220-00503 207 $680.00 T-20-180, 20’ Sec on Heavy 220-00505 313 $1064..00 T-20-180, 20’ Sec on Heavy 220-00577 335 $1,050.00 T-20 Concrete Base Mount 220-00516 60 $266.00 T-20 Flat Base Mount 220-00513 75 $375.00 T-20 Tapered Base Mount 220-00323 122 $600.00 T-20 Top Cap 220-00512 2 $15.00 T-20 Top Plate 220-00517 42 $150.00 T-20 Mast Anchor Plate 220-00306 18 $95.00 T-20 Guy Bracket 220-00308 33 $164.00 T-20 Guy Bracket w/Torque Bars 220-00511 41 $164.00 T-20 Dish Mount 220-00312 102 $362.00

35

Tower Price List Descrip on Part No. Weight (lb) Price T-20 Torque Arm Assembly 220-00310 89 $365.00 T-20 Mast Flange 220-00528 18 $77.00 MODEL T‐20 GUY TOWER KITS T-20 60’ Guy Tower Kit 220-00556 862 $3,400.00 T-20 80’ Guy Tower Kit 220-00558 1069 $4,025.00 T-20 100’ Guy Tower Kit 220-00560 1378 $5,300.00 T-20 120’ Guy Tower Kit 220-00562 1585 $5,950.00 T-20 140’ Guy Tower Kit 220-00564 1825 $7,025.00 T-20 160’ Guy Tower Kit 220-00566 2032 $7,750.00 T-20 180’ Guy Tower Kit 220-00568 2272 $8,855.00 MODEL T‐20 SELF SUPPORTING TOWER KITS T-20 10’ Self Suppor ng Tower Kit 220-00574 171 $605.00 T-20 20’ Self Suppor ng Tower Kit 220-00547 266 $870.00 T-20 30’ Self Suppor ng Tower Kit 220-00575 171 $1,750.00 T-20 40’ Self Suppor ng Tower Kit 220-00548 266 $2,125.00 MODEL T‐26 SECTIONS T-26 10’ Sec on .120 Wall 226-00404 191 $678.00 T-26 20’ Sec on .120 Wall 226-00402 337 $1196.00 T-26 10’ Sec on .180 Wall 226-00403 228 $825.00 T-26 20’ Sec on .180 Wall 226-00401 411 $1,490.00 T-26 10’ Sec on .250 Wall 226-00406 261 $1025.00 T-26 20’ Sec on .250 Wall 226-00405 477 $1,693.00 T-26 Concrete Base 226-00307 117 $475.00 T-26 Flat Base Mount 226-00426 156 $325.00 T-26 Tapered Base Mount 226-00322 210 $725.00 T-26 Top Plate 226-00311 64 $170.00 T-26 Top Cap 226-00308 4 $15.00 T-26 Guy Bracket 226-00317 35 $125.00 T-26 Guy Bracket w/Torque Bars 226-00319 50 $177.00 T-26 Torque Arm Assembly 226-00408 109 $447.00 T-26 5’ Standard Mast Flange 226-00409 18 $105.00 T-26 Dish Mount 226-00414 113 $423.00

36

Tower Price List Descrip on Part No. Weight (lb) Price MODEL T‐26‐250 SELF SUPPORTING TOWER KITS T-26-250 20’ Self Suppor ng Tower Kit 226-00510 488 $1,621.00 T-26-250 30’ Self Suppor ng Tower Kit 226-00511 679 $2,464.00 T-26-250 40’ Self Suppor ng Tower Kit 226-00512 825 $2,953.00 T-26-250 50’ Self Suppor ng Tower Kit 226-00513 1016 $3,637.00 T-26-250 60’ Self Suppor ng Tower Kit 226-00514 1162 $4,867.00 MODEL T‐36 SECTIONS T-36HX, Heavy Duty, X-Braced 9’Sec on 236-00432 317 $935.00 T-36EHX, Extra Heavy Duty X-Braced 9’ Sec on 236-00433 373 $1,108.00 T-36H, Heavy Duty, 20’ Sec on 236-00401-2 607 $1,790.00 T-36HX, Heavy Duty, X-Braced 20’ Sec on 236-00412 632 $1,864.00 T-36EH, Extra Heavy Duty 20’ Sec on 236-00401-3 722 $2,129.00 T-36EHX, Extra Heavy X-Braced 20’ Sec on 236-00415 744 $2,194.00 T-36 Concrete Base 236-00422 193 $569.00 T-36 Tapered Base Mount 236-00314 404 $1,191.00 T-36 Top Caps 236-00315 5 $17.00 T-36 Top Plate 236-00438 40 $206.00 T-36 Beacon Plate 236-00434 32 $177.00 T-36 Guy Bracket 236-00306 90 $265.00 T-36 Torque Arm Assembly 236-00427 447 $1318.00 T-36 Dish Mount 236-00322 168 $495.00 T-36 5’ Mast Flange 236-00426 21 $131.00

37

Tower Price List Descrip on Part No. Weight (lbs) Price MODEL T‐36 HEAVY SELF SUPPORTING TOWER KITS T-36 20’ Heavy Self Suppor ng Tower Kit 236-00521 998 $2,994.00 T-36 30’ Heavy Self Suppor ng Tower Kit 236-00522 1296 $3,888.00 T-36 40’ Heavy Self Suppor ng Tower Kit 236-00523 1643 $4,929.00 T-36 50’ Heavy Self Suppor ng Tower Kit 236-00524 2054 $6,059.00 T-36 60’ Heavy Self Suppor ng Tower Kit 236-00525 2401 $7,082.00 T-36 70’ Heavy Self Suppor ng Tower Kit 236-00526 2624 $7,740.00 T-36 80’ Heavy Self Suppor ng Tower Kit 236-00527 2896 $8,544.00 MODEL T‐36 GUY TOWER KITS T-36 100’ Guy Tower Kit 236-00530 T-36 200’Guy Tower Kit 236-00531 T-36 300’ Guy Tower Kit 236-00532 T-36 400’Guy Tower Kit 236-00533 T-36 500’ GIuu Tower Kit 236-00534 MODEL T‐48 SECTIONS T-48H, Heavy Duty 9’ Sec on 248-00404 387 $1,180.00 T-48HX, Heavy Duty X-Braced 9’ Sec on 248-00411 426 $1,256.00 T-48EH, Extra Heavy Duty 9’ Sec on 248-00407 462 $1,386.00 T-48EHX, Extra Heavy X-Braced 9’ Sec on 248-00413 500 $1,535.00 T-48H, Heavy Duty 20’ Sec on 248-00403 778 $5,165.00 T-48HX, Heavy Duty, X-Braced 20’ Sec on 248-00410 874 $2,578.00 T-48EH, Extra Heavy Duty 20’ Sec on 248-00406 943 $2,876.00 T-48EHX, Extra Heavy Duty, X-Braced 20’ Sec on 248-00412 1039 $3,002.00 T-48 Concrete Base 248-00405 253 $809.00 T-48 Tapered Base Mount 248-00313 619 $1,857.00 T-48 Top Cap 248-00417 7 $23.00 T-48 Top Plate 248-00431 36 $177.00 T-48 Guy Bracket 248-00428 104 $330.00 T-48 Torque Arm Assembly 248-00420 657 $2,299.00 T-48 Dish Mount 248-00309 184 $542.00 T-48 5’ Mast Flange 248-00416 25 $138.00

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Tower Price List Descrip on Part No. Weight (lb) Price MODEL T‐48 HEAVY SELF SUPPORTING TOWER KITS T-48 20’ Heavy Self Suppor ng Tower Kit 248-00478 972 $2,770.00 T-48 30’ Heavy Self Suppor ng Tower Kit 248-00479 1555 $4,431.00 T-48 40’ Heavy Self Suppor ng Tower Kit 248-00480 1941 $5,531.00 T-48 50’ Heavy Self Suppor ng Tower Kit 248-00481 2603 $7,418.00 T-48 60’ Heavy Self Suppor ng Tower Kit 248-00482 2989 $8,518.00 T-48 70’ Heavy Self Suppor ng Tower Kit 248-00483 3477 $9,905.00 T-48 80’ Heavy Self Suppor ng Tower Kit 248-00484 3863 $11,809.00 T-48 90’ Heavy Self Suppor ng Tower Kit 248-00485 4477 $12,714.00 T-48 100’ Heavy Self Suppor ng Tower Kit 248-00486 4807 $13,699.00 MODEL T‐36 GUY TOWER KITS T-48 100’ Guy Tower Kit 248-00530 T-48 200’Guy Tower Kit 248-00531 T-48 300’ Guy Tower Kit 248-00532 T-48 400’Guy Tower Kit 248-00533 T-48 500’ Guy Tower Kit 248-00534 TKD‐301 SECTIONS TKD-301 Standard Sec on 150-30100 526 $1,446.00 TKD‐302 SECTIONS TKD-302 Standard Sec on 150-30200 688 $1,892.00

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Tower Price List Descrip on Part No. Weight (lb) Price TKD-302X Top Sec on Heavy 150-30250 819 $2,252.00 TKD-302SN 10’ Straight & Narrow Sec on 150-30230 354 $1, 410.00 TKD‐303 SECTIONS TKD-303 Standard Sec on 150-30300 1020 $2,805.00 TKD‐304 SECTIONS TKD-304 Standard Sec on 150-30400 1175 $3,231.00 TKD‐305 SECTIONS TKD-305 Standard Sec on 150-30500 1610 $4,427.00 TKD‐306 SECTIONS TKD-306 Standard Sec on 150-30600 2120 $5,830.00 TKD‐307 SECTIONS TKD-307 Standard Sec on 150-30700 2498 $6,829.00 TKD‐308 SECTIONS TKD-308 Standard Sec on 150-30800 2754 $7,573.00

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Tower Price List Descrip on Part No. Weight (lb) Price TKD‐309 SECTIONS TKD-309 Standard Sec on 150-30900 4268 $11,523.00 TKD‐310 SECTIONS TKD-310 Standard Sec on 150-31006-1 4479 $11,869.00 TKD‐311 SECTIONS TKD-311 Standard Sec on 150-32001-1 4810 $12,746.00 TKD‐401 SECTIONS TKD-401 Standard Sec on 150-30147 701 $2,103.00 TKD‐402 SECTIONS TKD-402 Standard Sec on 150-30262 917 $2,751.00 TKD‐403 SECTIONS TKD-403 Standard Sec on 150-30364 1360 $4,812.00

41

Tower Price List Descrip on Part No. Weight (lb) Price TKD‐404 SECTIONS TKD-404 Standard Sec on 150-30458 1567 $4,701.00 TKD‐405 SECTIONS TKD-405 Standard Sec on 150-30554 2147 $6,333.00 TKD‐406 SECTIONS TKD-406 Standard Sec on 150-30649 2827 $8,339.00 TKD‐407 SECTIONS TKD-407 Standard Sec on 150-30726 3331 $9,493.00 TKD‐408 SECTIONS TKD-408 Standard Sec on 150-30726-2 3672 $10,465.00 TKD‐409 SECTIONS TKD-409 Standard Sec on 150-30726-3 5691 $15,650.00 TKD‐410 SECTIONS TKD-410 Standard Sec on 150-30726-4 5972 $17,020.00

42

Tower Price List Descrip on Part No. Weight (lb) Price MODEL TKD SELF SUPPORTING TOWER KITS TKD-303 (L) 40’ Self Suppor ng Tower Kit 150-85019 2463 $7,635.00 TKD-304 (M) 40’ Self Suppor ng Tower Kit 150-85020 2945 $9,129.00 TKD-303 (L) 60’ Self Suppor ng Tower Kit 150-85021 2556 $7,923.00 TKD-304X (M) 60’ Self Suppor ng Tower Kit 150-85022 3151 $9,768.00 TKD-304X (L) 80’ Self Suppor ng Tower Kit 150-85023 3839 $11,900.00 TKD-305 (M) 80’ Self Suppor ng Tower Kit 150-85024 4761 $14,759.00 TKD-305 (L) 100’ Self Suppor ng Tower Kit 150-85025 5449 $16,619.00 TKD-306X (M) 100’ Self Suppor ng Tower Kit 150-85026 7041 $21,475.00 TKD-306X (L) 120’ Self Suppor ng Tower Kit 150-85027 7729 $23,573.00 TKD-307 (M) 120’ Self Suppor ng Tower Kit 150-85028 9539 $29,093.00 TKD-307 (L) 140’ Self Suppor ng Tower Kit 150-85029 10227 $30,783.00 TKD-308X (M) 140’ Self Suppor ng Tower Kit 150-85030 13391 $40,173.00 TKD-308X (L) 160’ Self Suppor ng Tower Kit 150-85031 13319 $40,622.00 TKD-309 180’ Self Suppor ng Tower Kit 150-85032 17587 $53,640.00 TKD-310 200’ Self Suppor ng Tower Kit 150-85033 22066 $66,639.00 K‐SERIES TOWERS Call for Pricing

43

Tower Price List - Accessories Antenna Mount

Descrip on Part No. Weight (lbs) Price

LATTICE TYPE #5 Boom Sec on, 20 900-00420 145 $507.00 Front Antenna Mount for #5 Boom 900-00450 28 $125.00 T-20 Boom Sec on, 20 220-00301 168 $655.00 Standard Antenna Mount (#5&T-20 Booms) 900-00451 14 $64.00 SIDE ARM Boom SA-6-2, for 2.0" Pipe Tower Leg 901-00405 42 $166.00 Boom SA-8-2, for TBD Tower Leg 901-00411 62 $240.00 Boom SA-10-2, for TBD Tower Leg 901-00415 72 $320.00 Boom SA-12-2, for TBD Tower Leg 901-00419 81 $380.00

44

TKD Antenna Mounts Descrip on Part No. Weight (lb) Price TKD TAPERED DISH MOUNTS

Dish Mount Assembly for TBD Pipe Leg 200-00403 72 $395.00 TKD TAPERED FACE DISH MOUNTS Dish Mount Assembly for TBD Face 200-00486 400 $1,241.00

45

Tower Price List - Accessories

TKD Antenna Mounts Descrip on Part No. Weight (lb) Price TKD 2' ONE ARM ANTENNA MOUNTS Antenna Mount Assembly for TBD Pipe Leg 150-65010 46 $184.00 TKD 5' TWO ARM ANTENNA MOUNTS Antenna Mount Assembly for 3.0" Pipe Leg 200-00466 114 $456.00 TKD V‐MOUNTS V-Mount Assembly for 4.0" Pipe Leg 200-00560 210 $840.00

Waveguide Ladders W.G. LADDERS Waveguide Ladder Assembly, 12" x 20' 902-00421-1 97 $255.00 Waveguide Ladder Assembly, 24" x 20' 902-5001 125 $360.00

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Waveguide Ladders Descrip on Part No. Weight (lb) Price LADDERS Climb Ladder, 16"x20' 081-4000 75 $325.00 Climb Ladder, 16"x10' 081-4001 37 $195.00 SAFETY CLIMB Safety Climb Cable (per foot) 084-0020 --- $1.68 /Foot Safety Climb Kit for Ladder 084-0024 --- $695.00

47


Anchor Bolt Kits Descrip on Part No. Weight (lbs) Price Anchor Bolt Kit 3/4" x 48" 7.0" sq 150-35010 110 $610.00 Anchor Bolt Kit 3/4" x 48" 8.0” sq. 150-35042 140 $812.00 Anchor Bolt Kit 7/8" x 48" 10.5” sq 150-35045 185 $1,110.00 Anchor King Kit 1.0" x 48" 10.5" sq 150-35046 200 $1,180.00 Anchor Bolt Kit 5/8" x 48" 5.5” sq 150-35047 90 $540.00

Grounding Kits

Base Grounding Kit W/1 Rod - BGK-1 968-5001 $195.00 Base Grounding Kit W/2 Rods- BGK-2 968-5002 $215.00 Base Grounding Kit W/3 Rods- BGK-3 968-5003 $275.00 Base Grounding Kit W/4 Rods- BGK-4 968-5004 $320.00

Guying Hardware GUY GRIPS (GALVANIZED) Guy Grip, 3/16" 051-0340 0.8 $5.00 Guy Grip, 1/4" 051-0345 1 $5.50 Guy Grip, 5/16" 051-0350 1.1 $6.80 Guy Grip, 3/8" 051-0355 1.3 $11.50 Guy Grip, 1/2" 051-0365 3.1 $18.00 Guy Grip, 9/16" 051-0370 4.8 $30.00 Guy Grip, 5/8" 051-0360 6.5 $34.00 THIMBLES (GALVANIZED) PACK OF 5 Thimble, 3/16" Standard Galvanized 051-0405 0.125 $0.116 Thimble, 1/4" Standard Galvanized 051-0435 0.1875 $0.134 Thimble, 5/16 Galvanized 051-0450 0.1875 $1.35 Thimble, 3/8" Galvanized 051-0455 0.3125 $3.60 Thimble, 1/2" Galvanized 051-0460 0.625 $3.80 Thimble, 9/16" Galvanized 051-0465 0.75 $8.30 Thimble, 5/8" Galvanized 051-0470 1.25 $8.30 SHACKLES (GALVANIZED) Shackle, 3/8" Galvanized 051-0260 0.25 $4.55 Shackle, 7/16" Galvanized 051-0265 0.38 $4.10 Shackle, 1/2" Galvanized 051-0270 0.7 $5.02 Shackle, 5/8" Galvanized 051-0275 1.5 $9.25 Shackle, 3/4" Galvanized 051-0320 2.32 $18.50 TURNBUCKLES (GALVANIZED) Turnbuckle, 3/8 x 6 054-13061 0.76 $16.35 Turnbuckle, 1/2" x 12" Jaw and Jaw 054-14121 2.06 $10.48 Turnbuckle, 5/8" x 12" Jaw & Jaw 054-0005 3.78 $9.075

48

TASHJIAN TOWERS TOWER/TRAILER

UNITS

49

CT-33 TOWER TRAILER UNIT

TOWER TYPE: Self-suppor ng, extendable, manual crank-up tower. SPECIFICATIONS: TOWER HEIGHT: Extended 33 feet. Retracted 13 feet. TOWER SUPPORT: Self-suppor ng, with guys for poin ng accuracy. WIND LOADING: Engineering analysis indicates the tower will support 20 square feet of projected area at winds of 85 MPH 3 second gust wind per ANSI/TIA EIA RS 222 Rev G. DEAD LOAD: The maximum dead load is 300 lbs. SECTIONS: The tower is made from 4 each 10 foot welded sec ons #5, #6, #7 and #8. DESCRIPTION: Tower is complete with 40:1 gearbox, drum and hois ng cables, and an upright lt winch. The tower is de-signed to extend the tower telescopic sec ons uniformly. The tower has pulley frames on two faces. The li ing cable is 1/4 x 7 x 19 aircra cable. Because of high strength tubing and the bracing of solid rod, this design is considered to be the strongest

engineering configura on for towers, yet saves weight, resists torsion load and reduces wind resistance,

allowing more useful load to be installed on the tower.

TRAILER TYPE: Single axle equipped with a system of stabilizing and leveling. SPECIFICATIONS: TRAILER SIZE: 7’-5" wide x 17’-7" long TRAILER CAPACITY: 6,000lbs GROSS VEHICLE WEIGHT: 2,250 lbs with Tower DESCRIPTION: The single axle trailer has electric brakes, clearance lights, tail lights, turn signals, brake lights, a tbd pin connec-

on to tow vehicle, adjustable lune e eye a achment ring. The trailer is equipped with an 18 x 18 x 30 inch tool storage box for the storage of pins, tools, racket straps, and other items. There are 4 guy cable reels, which store the guy cables and are mounted on each of the 4 outriggers.

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TOWER TYPE: Self-suppor ng, extendable, manual crank-up tower. SPECIFICATIONS:

TOWER HEIGHT: Extended 55 feet. Retracted 21 feet. TOWER SUPPORT: Self-suppor ng, with guys for poin ng accuracy. WIND LOADING: Engineering analysis indicates the tower will support 20 sq of projected area at winds of 85 MPH 3 second gust wind per ANSI/TIA EIA RS 222 Rev G. DEAD LOAD: The maximum dead load is 300 lbs. SECTIONS: The tower is made from 3 each 20 foot welded sec ons #6, #7 and #8. DESCRIPTION: Tower is complete with 40:1 gearbox, drum and hois ng cables, and an upright lt winch. The tower is designed to extend the tower telescopic sec ons uniformly. The tower has pulley frames on two faces. The li ing cable is 1/4 x 7 x 19 aircra cable. Because of high strength tubing and the bracing of solid rod, this design is considered to be the strongest engineering configura on for towers, yet saves weight, resists torsion load and reduces wind resistance, allowing more useful load to be installed on the tower. TRAILER TYPE: Single axle equipped with a system of stabilizing and leveling. SPECIFICATIONS: TRAILER SIZE: 7’-5" wide x 17’-7" long TRAILER CAPACITY: 6,000lbs GROSS VEHICLE WEIGHT: 3,000 lbs with Tower

DESCRIPTION: The single axle trailer has electric brakes, clearance lights, tail lights, turn signals, brake lights, a tbd pin connec on to tow vehicle, adjustable lune e eye a achment ring. The trailer is equipped with an 18 x 18 x 30 inch tool storage box for the storage of pins, tools, racket straps, and other items. There are 4 guy cable reels, which store the guy cables and are mounted on each of the 4 outriggers.

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TOWER TYPE: Self-suppor ng, extendable, manual crank-up tower. SPECIFICATIONS:

TOWER HEIGHT: Extended 69 feet (70 feet from the ground). Retracted 25’-6”. TOWER SUPPORT: Trailer mounted tower with (1) top level of guy cables. WIND LOADING: Engineering analysis indicates the tower will support 17 square feet of projected area at winds of 85 MPH 3 second gust wind per ANSI/TIA EIA RS 222 Rev G. DEAD LOAD: The maximum dead load is 500 lbs. GROSS VEHICLE WEIGHT: 3,500 lbs with tower SECTIONS: The tower is made from 4 each 20 foot welded sec ons #5, #6, #7 and #8.

DESCRIPTION:

Tower is complete with 40:1 gearbox, drum and hois ng cables, and an upright lt winch. The tower is designed to extend the tower telescopic sec ons uniformly. The tower has pulley frames on two faces. The li ing cable is 1/4 x 7 x 19 aircra cable. Because of high strength tubing and the bracing of solid rod, this design is considered to be the strongest engineering configura on for towers, yet saves weight, resists tor-sion load and reduces wind resistance, allowing more useful load to be installed on the tower.

TRAILER TYPE: Single axle equipped with a system of stabilizing and leveling. SPECIFICATIONS: TRAILER SIZE: 7’-5" wide x 17’-7" long TRAILER CAPACITY: 6,000 lbs DESCRIPTION:

The single axle trailer has electric brakes, clearance lights, tail lights, turn signals, brake lights, a tbd pin connec on to tow vehicle, adjustable lune e eye a achment ring. The trailer is equipped with an 18 x 18 x 30 inch tool storage box for the storage of pins, tools, racket straps, and other items. There are 4 guy cable reels, which store the guy cables and are mounted on each of

52


TYPE: Tower, Guyed, Extendable, Motorized. SPECIFICATIONS:

TOWER HEIGHT: Extended 84’ (85’ from the ground). Retracted 26 feet. TOWER SUPPORT: Trailer mounted tower with (1) top level of Guy Cables. WIND LOADING: Engineering analysis indicates the tower will support 17 square feet of projected area at the wind speed of 85 mph with 3-second gust per the EIA RS 222 Rev. G. DEAD LOAD: The maximum dead load is 500 lbs. WEIGHT: The tower & trailer GVWR 6,200 pounds. SECTIONS: The tower is made from 5 each 20-foot sec ons #5, #6, #7, #8, #9.

DESCRIPTION: The DX-86 Tower is designed to be mounted on a l ng frame. The frame is mounted to a TRA-9 trailer. The tower is raised and lowered with a cable system. The tower is extended with a li cable driven onto a drum with a 3/4hp electric motor and gearbox. The electrical system has an electric control box and limit switches. The 3/4 hp motor and controls are wired 110 VAC. The tower is equipped with top guy loops on the #5 sec on for the a achments of (4) guy cables. The guy cables are guyed to the (4) trailer mounted outriggers, each with a turnbuckle for adjustment. The tower is mounted horizontal on a frame. It is lted to the ver cal posi on by cable pulley arrangement driven onto a drum with a 3/4 hp electric motor and gearbox.

TRAILER TYPE: Tandem axle trailer with hydraulic surge brakes SPECIFICATIONS:

FRAME SIZE: 7’-4” wide x 20’-0” DESCRIPTION:

The trailer is equipped with tandem 6000 lbs capacity axles and 4 Bias Ply 15” res. The front axle has hydraulic surge brakes. The trailer has a front jack and four fold out outrig-gers with jacks to provide a stabilizing and leveling system. The guy cables are guyed to the end of the outriggers. There is a front mounted storage box to store the guy cables and other accessories during transport.

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TYPE: Tower, Guyed, Extendable, Motorized. SPECIFICATIONS:

TOWER HEIGHT: Extended 101’ (100’ from the ground). Retracted 27 feet. TOWER SUPPORT: Trailer mounted tower with (1) top level of guy cables. WIND LOADING: Engineering analysis indicates the tower will support 17 square feet of projected area at the wind speed of 85 mph with 3- second gust per the EIA RS 222 Rev. G. DEAD LOAD: The maximum dead load is 500 lbs. WEIGHT: The tower & trailer GVWR 6,200 pounds. SECTIONS: The tower is made from 6 each 20-foot sec ons #4,#5, #6, #7, #8, #9.

DESCRIPTION:

The DX-100 Tower is designed to be mounted on a l ng frame. The frame is mounted to a TRA-9 trailer. The tower is raised and lowered with a cable system. The tower is ex-tended with a li cable driven onto a drum with a 3/4hp electric motor and gearbox. The electrical system has an electric control box and limit switches. The 3/4 hp motor and controls are wired 110 VAC. The tower is equipped with top guy loops on the #5 sec on for the a achments of (4) guy cables. The guy cables are guyed to the (4) trailer mounted outriggers, each with a turnbuckle for adjustment. The tower is mounted horizontal on a frame. It is lted to the ver cal posi on by cable pulley arrangement driven onto a drum with a 3/4 hp electric motor and gearbox.

TRAILER TYPE: Tandem axle trailer with hydraulic surge brakes SPECIFICATIONS:

FRAME SIZE: 7’-4” wide x 20’-0”

DESCRIPTION: The trailer is equipped with tandem 6000 lbs capacity axles and 4 Bias Ply 15” res. The front axle has hydraulic surge brakes. The trailer has a front jack and four fold out outriggers with jacks to provide a stabilizing and leveling system. The guy cables are guyed to the end of the outriggers. There is a front mounted storage box to store the guy cables a nd other accessories during transport.

54

CT114 TOWER TRAILER UNIT

AB-1309 REPLACEMENT

55

TRAILER

TYPE: Drop deck trailer as manufactured by Great Dane. SPECIFICATIONS:

TRAILER SIZE: 102" wide x 48’ long and 3’-9" high WEIGHT: The tower & trailer GVWR without building 32,000 pounds.

DESCRIPTION:

The trailer is equipped with (2) Onan diesel generators, fuel tank, automa c transfer switch for the generators, ba ery pack, (8) storage boxes for the storage. SUSPENSION: Model of Suspension - Hendrickson AANT 23K Bogie Loca on -90'’ Fixed from Rear Dump Valve - Hose Coupler Ac vated (Automa c) Dump Valve AXLES: Axle Type - Hendrickson Tapered Spindle Standard Wall Brake Size - 16.50'’ x 7.00'’ Brake Actuators - Great Dane Standard 2.5'’ Stroke Brake Lining - Furnished With Suspension Brake Shoe Type - Hendrickson Extended Service Brake Adjusters - Great Dane Standard Automa c 5.50'’ BRAKES/MUDFLAPS: An -Lock Brakes - Wabco 2S/1M Easy Stop Op onal Diagnos c Cable - None Brake Valves - Sealco Air-Tank Drain Valve - Manual Mudflaps - Great Dane, Smooth Black with Logo Mudflap Moun ng Loca on - On Rear Frame TIRES/WHEELS/H and D: Rim/Disc Wheel Size - 22.5'’ X 8.25'’ Hub/Wheel and Drum - Great Dane Hub Piloted Universal 10 Stud Hub with Outboard Cast Drums Brake Drum Balancing - None-Standard Wheel Type - 22.5'’ Steel Disc Wheel, Hub Piloted, 5HH Wheel Stud Op ons - Long Studs for Future Alum Wheels Tire Size - 11R 22.5 Tire Brand - Bridgestone R195F (G)

56

DX7114 TOWER

TYPE: Tower, Guyed, Extendable, Motorized.

SPECIFICATIONS: TOWER HEIGHT: Extended 116 feet. Retracted 25 feet. TOWER SUPPORT: Trailer mounted tower with (4) levels of Guy Cables. The tower is designed to be a guyed tower. WIND LOADING: Engineering analysis indicates the tower will support 40 square feet of projected area at winds of 105 MPH with 3-second gust per the EIA RS 222 Rev. G. DEAD LOAD: The maximum dead load is 700 lbs. WEIGHT: The tower & trailer GVWR without building 32,000 pounds. SECTIONS: The tower is made from 7 each 20-foot sec ons; #4, #5, #6, #7, #8, #9 and #10. DESCRIPTION: The DX7114 Tower is designed to be mounted on a frame. The frame is mounted to a step deck trailer. The tower is raised and lowered with a cable system. The dual li cable is driven onto a drum with a 3 hp electric motor and gearbox. The 3 HP electric motor comes with an electric control box and a limit switch wired for 230 Volt single phase 50 hertz power. The tower is equipped with a top torque arm bolted to the #4 sec on with a achments for (6) guy cables. The torque arm is capable of holding antennas and rotators. There are three loops on the #10, #8 and #6 sec ons for a aching three cables to each level. In total there will be three guy cables to the #10 sec on at 20’, three guy cables to the #8 sec on at 52 feet, three guy cables to the #6 sec on at 84 feet and 6 guy cables to the top of the tower at 116 feet. The tower is mounted horizontal on a frame. It is raised to the ver cal posi on by (2) hydraulic cylinders pow-ered by a hydraulic power unit. The power unit has a 2 HP single phase, 50 hertz motor, a reservoir, and 4 gal per minute pump.

FRAME

TYPE: Welded Space Frame for stabilizing and leveling tower to be a ached to a drop deck trailer.

SPECIFICATIONS: Frame SIZE: 7’-6" wide x 24’-6" long and 7’-10" high Frame Weight with tower: 16,000 lbs Frame Weight without Tower: 11,000 lbs without Tower

DESCRIPTION: The frame is equipped with 4 each coax reel, 3 each guy cable reels and 4 each outriggers/ jacks, which fold out from the frame to provide a stabilizing and leveling system. The outriggers level the trailer with a hydrau-lic cylinder on each outrigger. The hydraulic cylinders are controlled individually by a hydraulic spool valve with solenoid controls directed by toggle switches located in the main control box. The guy cables can be short guyed to the end of the rear outriggers and front of the trailer.

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58

TRAILER

TYPE: Drop deck trailer as manufactured by Great Dane.

SPECIFICATIONS: Trailer Size: 102" wide x 48’ long and 3’-9" high WEIGHT: The tower & trailer GVWR without building 32,000 pounds.

DESCRIPTION: The trailer is equipped with (2) Onan diesel generators, fuel tank, automa c transfer switch for the generators, ba ery pack, (8) storage boxes for the storage. Suspensions Model of Suspension - Hendrickson AANT 23K Bogie Loca on -90” Fixed from Rear Dump Valve - Hose Coupler Ac vated (Automa c) Dump Valve Axles Axle Type - Hendrickson Tapered Spindle Standard Wall Brake Size - 16.50” x 7.00” Brake Actuators - Great Dane Standard 2.5” Stroke Brake Lining - Furnished With Suspension Brake Shoe Type - Hendrickson Extended Service Brake Adjusters - Great Dane Standard Automa c 5.50” Brakes/Mudflaps An -Lock Brakes - Wabco 2S/1M Easy Stop Op onal Diagnos c Cable - None Brake Valves - Sealco Air-Tank Drain Valve - Manual Mudflaps - Great Dane, Smooth Black with Logo Mudflap Moun ng Loca on - On Rear Frame Tires/Wheels/H and D Rim/Disc Wheel Size - 22.5” X 8.25” Hub/Wheel And Drum - Great Dane hub piloted universal 10 stud hub with outboard cast drums Brake Drum Balancing - None-Standard Wheel Type - 22.5” Steel Disc Wheel, Hub Piloted, 5HH Wheel Stud Op ons - Long Studs for Future Alum Wheels Tire Size - 11R 22.5

59

DX6150 TOWER

TYPE: Tower, Guyed, Extendable, Motorized.

SPECIFICATIONS: TOWER HEIGHT: Extended 150 feet. Retracted 36 feet. TOWER SUPPORT: Skid mounted tower with (4) levels of guy cables. The tower is designed to be a guyed tower. WIND LOADING: Engineering analysis indicates the tower will support 90 square feet of projected area at winds of 85 MPH with 3-second gust per the EIA 222 Rev. G. DEAD LOAD: The maximum dead load is 750 lbs. WEIGHT: The tower & trailer GVWR 32,000 pounds. SECTIONS: The tower is made from 6 each 30-foot sec ons: #5, #6, #7, #8, #9, and #10.

DESCRIPTION: The DX6150 Tower is designed to be mounted on a frame. The frame is mounted to a step deck trailer. The tower is raised and lowered with a cable system. The dual li cable is driven onto a drum with a 3hp electric motor and gearbox. The 3hp electric motor comes with an electric control box and a limit switch wired for 230 Volt single phase 60 hertz power. The tower is equipped with a top torque arm bolted to the #5 sec on with a achments for (6) guy cables. The torque arm is capable of holding antennas and rotators. There are three loops on the #10, #8 and #6 sec ons for a aching three cables to each level. In total there will be three guy cables to the #10 sec on at 30’, three guy cables to the #8 sec on at 78 feet, three guy cables to the #6 sec on at 126 feet and 6 guy cables to the top of the tower at 150 feet. The tower is mounted horizontal on a frame. It is raised to the ver cal posi on by (2) hydraulic cylinders powered by a hydraulic power unit. The power unit has a 2 HP single phase, 60 hertz motor, a reservoir, and 4 gal per minute pump.

FRAME

TYPE: Welded Space Frame for stabilizing and leveling tower to be a ached to a drop deck trailer.

SPECIFICATIONS: Frame Size: 7’-6" wide x 24’-6" long and 7’-10" high

Frame Weight with tower: 16,000 lbs

Frame Weight without Tower: 11,000 lbs without Tower

DESCRIPTION: The frame is equipped with 4 each coax reel, 3 each guy cable reels and 4 each outriggers/ jacks, which fold

out from the frame to provide a stabilizing and leveling system. The outriggers level the trailer with a hydraulic cylinder on each outrigger. The hydraulic cylinders are controlled individually by a hydraulic spool valve with solenoid controls directed by toggle switches located in the main control box. The guy cables can be short guyed to the end of the rear outriggers and front of the trailer.

60

Tower Trailer and Accessories Price List

Descrip on Part No. Price TOWER TRAILERS CT-25 Manual 25' Tower Trailer Unit, Single Axle, MW-25 500-0066 $12,500.00 CT-33 Manual 33' Tower Trailer unit Single Axle, MW 33 500-0068 $12,500.00 CT-51 Manual 51' Tower Trailer unit Single Axle, W-51 500-0069 $19,500.00 CT-70A Electric 70' Tower Trailer unit Single Axle, LM-470 500-0072 $27,000.00 CT-85 Commercial Tower on Trailer, LM-585 500-0085 $35,050.00 CT-100 Commercial Tower on Trailer, DX-100 500-1000 $43,950.00 CT-100 HD CTT with DX-100 HD 500-1001 $57,000.00 CT-114 114' Crank up tower, AB-1309 replacement, DX-114 500-1140 Call CT-150 150’ Commercial Tower on Trailer, DX-6150 500-0150 Call Grasshopper 86' crank up tower on Skid 495-1000 Call Used AB 1309 Quick Erect 117' Crank Up Tower Trailer 500-0101 Call TOWER TRAILER ACCESSORIES Tool Box, 15 x 16 x 48 Galvanized 500-0016 $495.00 Tool Box, 1936 White Undermount Box 500-0018 $295.00 CT-85 Tool Kit 500-0034 $475.00 3.5 KW Generator 061-00016 $2950.00 Three Arm Mount 700-045 $1,850.00 Winch, 12 VDC 4,000 pound winch 500-0104 $1,995.00 Spare Tire and MOUNT 500-0042 $575.00 Manual Co Ax Reel 500-00527 $550.00 Electric Co Ax Reel for Trailer 500-00529 $1,750.00 CT-33 Guy Kit 500-0033 $1,250.00 CT-50 Guy Kit 500-0051 $1,350.00 CT-70 Guy Kit 500-0044 $1,450.00 CT-85 Guy Kit 500-0035 $1,550.00 CT-100 Guy Kit 500-0100 $2,500.00 CT-114 Guy Kit 500-0114 $3,250.00 CT-150 Guy Kit 500-0151 $4,000.00

61

TASHJIAN TOWERS MONOPOLES

The monopole is available as a standard product in heights of 20’, 40’, 60’, 80’, 100’, 120’ and

140’.

Maximum antenna loads which can be applied at the top of each model are determined by analysis.

Monopoles have an omnidirec onal radia on pa ern in the horizontal plane.

Monopoles are o en preferred for aesthe c reasons.

Monopoles are frequently customized to meet spe-cific customer needs.

Efficient design, compact size and fast installa on.

62

Stealth Towers and Poles

With the increased interest in aesthe cs, Tashjian Towers can design, manufacture, and construct a

stealth towers and poles in the form of trees, windmills, water tanks, and towers disguised as com-

mon structures such as a steeples, to help conceal its presence. Call today for more informa on.

64

Water Tank Tower

65

Windmill Tower

66

Construction

CONSTRUCTION SERVICES

Tashjian Towers is a licensed C51 Contractor in the State of California. We offer turnkey installa on of the towers we produce. We can provide sites surveys, founda on construc on, tower erec on, antenna and line installa ons, buildings, building founda on, se ng buildings, and fencing. By offering turnkey installa ons, we can reduce the risk for the tower owner.

Also, we can send our construc on crews to map towers for our engineering department. As our crew members are knowledgeable about tower manufacturing, our tower mappings are comprehensive.

Tashjian Towers construc on services can provide and set up mobile tower trailers for rental in most California loca ons.

Rough Order of Magnitude Construc on Costs (mobiliza on not included)

Founda ons

Tower Founda on Cubic Yards Price

WT-51 2.5 x 2.5 x 5.5 1.3 $1,900

LM-470 3.5 x 3.5 x 7.5 3.4 2,700

T-20 5 x 5 x 5 4.6 3,900

T-26 7 x 7 x 5 9.1 6,300

T-36 9 x 9 x 5 15 9,500

T-48 11 x11 x 5 22 12,900

TKD-301 8 x 8 x 4 9.5 6,000

TKD-302 10x10x 4 14.8 9,500

TKD-303 12x12x 4 21.3 12,900

TKD-304 14x14x4 29 Call

TKD-305 16x16x4 40 Call

TKD-306 18x18x4 48 Call

Erec on

LM-470 2,300

T-20 40’ 2,100

T-26 60’ 3,500

T-48 80’ 6,500

TKD/26-80’-303 7,900

TKD-120’-306X Call

TKD-180’-309 Call

67

2019 Ham Catalog Amateur Radio Towers

Tashjian Towers Corpora on has the objec ve of engineering, designing, and manufacturing the best crank‐up towers in the world. This catalog covers the crank‐up tower line of products. The purpose of this catalog is to provide our customers with details of the products that Tashjian Towers can provide. The catalog has general informa on, tower specifica ons, and a price list. The catalog lists projected areas for budgetary purposes only. Wind speed requirements may be higher in your specific loca on. In the event there may be a ques on of compliance in the design of a tower to state, local, building codes, special engineering calcula ons and draw‐ ings can be prepared at a modest cost.

Engineered

Towers

Tashjian Towers are engineered to hold today’s big‐

ger amateur antenna. Tashjian Towers are rated to

meets the current ANSI EIA RS 222 Standard, Rev.

“H”. Stamped plans to your specific wind speed,

topography are available by experienced registered

professional civil engineers.

Superior Strength

Tashjian uses ASTM A513 1026 Type 5 tubing for

tower legs. This high strength tubing allows for

larger antennas at code wind speeds. W towers have

pulley frames on one side, LM tower 2 sides, and DX

towers all three sides.

All Tashjian Towers include the tower base, an

opera on manual, and winch. Delivery or lead me

Tower Model Antenna Area

TIA Rev H 100 MPH

2019 Price

MW33 45 $4,350

WT‐51 12 $3,550 WT‐67 11 $5,800 LM‐237 20 $2,800 LM‐354 18 $5,050 LM‐354HDSP 45 $9,050 LM‐470 24 $10,200 LM‐584 13 $10,950 DX‐70 45 $15,300 DX‐70HD 70 $22,450 DX‐86 26 $16,450 DX‐86HD 38 $24,100 DX‐100 24 $28,500 DX‐100HD 40 $31,500 TM‐370HD 28 $12,350

TM‐490HD 42 $16,600 TM‐5100RHD 32 $26,750

68

Model No. MW33 PART NUMBER: 433‐00401 TYPE: Self‐suppor ng, extendable, manual crank‐up tower. SPECIFICATIONS: TOWER HEIGHT: Extended 32’ – 6”. Retracted 11’ – 6”. TOWER SUPPORT: Self‐suppor ng, no guys. WIND LOADING: Engineering analysis indicates the tower will

support 45 Square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H.

DEAD LOAD: The maximum dead load is 250 lbs. WEIGHT: The tower with the base weighs 250 pounds. SECTIONS: The tower is made from four each 10 foot sec ons, #4,

#5, #6 and #7 is the base. DESCRIPTION:

Tower includes a manual crank‐up winch and hois ng cables, and a rigid concrete base mount. The tower is designed to extend the tower telescopic sec ons uniformly. With your purchase, a user manual and one stamped set of drawings and calcula on are provided.

This tower has a pulley frame on one face only. The li ing cable is 1/4 x 7 x 19 aircra cable. Because of high strength tubing and the bracing of solid rod, this design is considered to be the strongest engineering configura on for towers, yet saves weight, resists torsion load and reduces wind resistance, allowing more useful load to be installed on the tower.

ACCESSORIES:

RCB‐54 LT (#7 Wide Sec on) CO‐4 for MW‐33 TA‐54 Special #4 rotator plates Cable Kit for MW‐33 Masts MW‐33 Manual, Drawings &Calcula ons Replacement Pulleys TB‐2 Thrust Bearing Manual Winch

69

Model No. WT-51 PART NUMBER: 451‐00501 TYPE: Self‐suppor ng, extendable, manual crank‐up tower.

SPECIFICATIONS:

TOWER HEIGHT: Extended 51’. Retracted 21’‐6”. TOWER SUPPORT: Self‐suppor ng, no guys.

WIND LOADING: Engineering analysis indicates the tower will support 12 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H.

DEAD LOAD: The maximum dead load is 250 lbs. WEIGHT: The tower with the base weighs 355 pounds. SECTIONS: The tower is made from three each 20 foot sec ons, #4, #5, and #6 is the base

DESCRIPTION:

Tower is complete with a manual crank‐up winch and hois ng cables, and a rigid concrete base mount. The tower is designed to extend the tower telescopic sec ons uniformly. With your purchase, a user’s manual and stamped set drawings and calcula ons is provided. This tower has pulley frame on one face only. The li ing cable is 1/4 x 7 x 19 aircra cable. Because of high strength tubing and the bracing of solid rod, this design is considered to be the strongest engineering configura on for towers, yet saves weight, resists torsion load and reduces wind resistance, allowing more useful load to be Installed on the tower.

ACCESSORIES: RCB‐37LT (#6 Wide Sec on) WT‐51 Manual, Drawings, Calcula ons TB‐2 Thrust Bearing CO‐3 for WT‐51 Masts TA‐51 #4 Rotator Plates Replacement Pulleys Cable Kit for WT‐51 Manual Winch

70

Model No. WT-67 PART NUMBER: 467‐00401 TYPE: Self‐suppor ng, extendable, manual crank‐up tower.

SPECIFICATIONS:

TOWER HEIGHT: Extended 67’. Retracted 21’‐6”. TOWER SUPPORT: Self‐suppor ng, no guys.

WIND LOADING: Engineering analysis indicates the tower will support 11 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H.

DEAD LOAD: The maximum dead load is 250 lbs. WEIGHT: The tower with the base weighs 700 pounds. SECTIONS: The tower is made from three each 20 foot sec‐

ons, #4, #5, #6 and #7 is the base DESCRIPTION:

Tower is complete with a manual crank‐up winch and hois ng cables, and a rigid concrete base mount. The tower is de‐signed to extend the tower telescopic sec ons uniformly. With your purchase, a user’s manual and stamped set drawings and calcula ons is provided. This tower has pulley frame on one face only. The li ing cable is 1/4 x 7 x 19 aircra cable. Because of high strength tubing and the bracing of solid rod, this design is considered to be the strongest engineering configura on for towers, yet saves weight, resists torsion load and reduces wind resistance, allowing more useful load to be In‐stalled on the tower.

ACCESSORIES: RCB‐54LT (#7 Wide Sec on) W‐67 Manual, Drawings, & Calcula ons TB‐2 Thrust Bearing CO‐3 for WT‐67 Masts TA‐54 #4 Rotator Plates Replacement Pulleys Cable Kit for WT‐67 Manual Winch

71

Model No. LM-237 PART NUMBER: 437‐00401 TYPE: Self‐suppor ng, extendable, crank‐up tower. SPECIFICATIONS: TOWER HEIGHT: Extended 37’. Retracted 20’ ‐ 6”. TOWER SUPPORT: Self‐suppor ng, no guys. WIND LOADING: Engineering analysis indicates the tower will

support 20 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H.

DEAD LOAD: The maximum dead load is 350 lbs. WEIGHT: The tower with the base weighs 325 pounds. SECTIONS: There are two each 20 foot sec ons #5 and #6. DESCRIPTION:

Tower is complete with a manual crank‐up winch and hois ng cables, and a rigid concrete base mount. The tower comes with a predrilled rotator moun ng plate in top sec on. Note most rotators will fit inside top sec on. The tower comes with an opera on manual and on set of drawings and calcula ons for the standard tower. The hois ng cable system designed to extend the tower telescopic sec ons uniformly. This tower has pulley frame on two faces. The li ing cable is 1/4 x 7 x 19 aircra cable. Because of high strength tubing and the bracing of solid rod, this design is considered to be the strongest engineering configura on for tower, yet saves weight, resists torsional loads and reduces wind resistance, allowing more useful load to be installed on the tower.

ACCESSORIES: RCB‐37LT (#6 Wide Sec on) Cable Kit for LM‐237 CO‐3 for LM‐237 TA‐37 TB‐2 Thrust Bearing #5 Rotator Plates Manual Winch

72

Model No. LM-354 PART NUMBER: 454‐00406 TYPE: Self‐suppor ng, extendable, crank‐up tower. SPECIFICATIONS:

TOWER HEIGHT: Extended 53’‐9”. Retracted 21’‐6”. TOWER SUPPORT: Self‐suppor ng, no guys.

WIND LOADING: Engineering analysis indicated the tower will support 18 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H. DEAD LOAD: The maximum dead load is 350 lbs. WEIGHT: The tower with the base weighs 660 pounds. SECTIONS: The tower is made from three each 20 foot sec ons #5, #6 and #7.

DESCRIPTION:

Tower is complete with a manual crank‐up winch and hois ng ca‐bles, and a rigid concrete base mount. The tower comes equipped with a rotator plate, manual and one set of drawings and calcula‐

ons. Hois ng cable system designed to extend the tower tele‐scopic sec on uniformly. This tower has a pulley frame on two faces. The li ing cable is 1/4 x 7 x 19 Aircra cable.

Because of high strength tubing and the bracing of solid rod, this design is considered to be the strongest engineering configura on for towers, yet saves weight, resists torsion loads and reduces wind resistance, allowing more useful load to be installed on the tower.

ACCESSORIES:

RCB‐54LT (#7 Wide Sec on) Cable Kit for LM‐354E CO‐3 for LM‐354E Manual Winch TA‐54 TB‐2 Thrust Bearing #5 Rotator Plate

73

Model No. LM-354HD and HDSP PART NUMBER: 454‐00402 MANUAL 454‐00409 MOTORIZED TYPE: Self‐suppor ng, extendable, crank‐up tower. SPECIFICATIONS:

TOWER HEIGHT: Extended 54’. Retracted 21’‐6” . TOWER SUPPORT: Self‐suppor ng, no guys. WIND LOADING: Engineering analysis indicates the tower will

support 45 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H. DEAD LOAD: The maximum dead load is 450 lbs. WEIGHT: The tower with the base weighs 960 pounds. SECTIONS: The tower is made from three each 20 foot sec ons #6, #7 and #8.

DESCRIPTION: Tower is complete with a gearbox, drum and hois ng cables, and a rigid concrete base mount. The tower comes equipped with a manual and one set of drawings and calcula ons, hois ng cable system designed to extend the tower telescopic sec ons uni‐formly.

The LM‐354HD uses a manual crank on the gearbox to extend and retract the tower. This tower does not have a posi ve pull down.

The LM‐354HD SP is a motorized version of the above tower, the 1/2 HP electric motor comes with an electric control box and two limit switches. This tower has a posi ve pull down and has the largest top sec on offered. “Posi ve Control” worm gear winch permits the raising and lower‐ing of LM towers without the aid of stops or locks. LM‐354HD uses a 40:1 ra o winch. The LM‐354HDSP also includes a pre‐wired motor control assembly.

This tower has a pulley frame on two faces. The li ing cable is 1/4 x 7 x 19 Aircra cable. ACCESSORIES:

RCB‐70LT (#8 Wide Sec on) Cable Kit for LM‐354HD CO‐3 for LM‐354HD

TA‐70 TB‐2 Thrust Bearing

Manual Winch #6 Rotator Plates

74

Model No. LM-470 PART NUMBER: 470‐00401 TYPE: Self‐suppor ng, extendable, crank‐up tower. SPECIFICATIONS:

TOWER HEIGHT: Extended 69’‐6”’. Retracted 25’‐6”. TOWER SUPPORT: Self‐suppor ng, no guys. WIND LOADING: Engineering analysis indicates the tower will

support 24 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H. DEAD LOAD: The maximum dead load is 450 lbs. WEIGHT: The tower with the base weighs 1,200 pounds. SECTIONS: The tower is made from 4 each 20 foot sec ons #5, #6, #7 and #8.

DESCRIPTION: Tower is complete with a gearbox, drum, hois ng cables, and a rigid concrete base mount. The tower comes equipped with a rotator plate, manual and one set of drawings and calcula ons. Hois ng cable system designed to extend the tower telescopic sec ons uniformly.

The LM‐470 is motorized, and includes 1/2 HP electric motor, electric control box and two limit switches wired for 110. This tower has a posi ve pull down.

“Posi ve Control” worm gear winch permits the raising and low‐ering of LM towers without the aid of stops or locks. LM‐470 uses a 40:1 ra o winch. The LM‐470 also includes a pre‐wired motor control assembly.

This tower has a pulley frame on two faces and uses 1/4 x 7 x 19 aircra cable.

ACCESSORIES RCB‐70LT (#8 Wide Sec on) LM‐470 Manual, Drawings, Calcula ons CO‐4 for LM‐470 Replacement Pulleys TA‐70 Masts #5 Rotor Plates TB‐2 Thrust Bearing Cable Kit for LM‐470 RLT

75

Model No. DX-70 PART NUMBER: 481‐0026 TYPE: Self‐suppor ng, extendable, crank‐up tower. SPECIFICATIONS:

TOWER HEIGHT: Extended 70’. Retracted 24’‐6”. TOWER SUPPORT: Self‐suppor ng no guys.

WIND LOADING: Engineering analysis indicates the tower will support 45 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H. DEAD LOAD: The maximum dead load is 500 lbs. WEIGHT: The tower with the base weighs 1975 pounds. SECTIONS: The tower is made from 4 each 20 foot sec ons #6, #7, #8 and #9.

DESCRIPTION:

Tower is complete with a gearbox, drum, hois ng cables, and a rigid concrete base mount. The tower comes equipped with a rotator plate, manual and one set of drawings and calcula ons. Hois ng cable system designed to extend the tower telescopic sec ons uniformly.

The DX‐70 is a motorized with a 1 HP electric motor, electric control box and two limit switches wired for 220 V. This tower has a posi ve pull down. “Posi ve Control” worm gear winch permits the raising and lowering of DX towers without the aid of stops or locks. DX‐86 uses a 50:1 ra o winch. The DX‐70 also includes a pre‐wired motor control assembly.

This tower has a pulley frame on 3 faces and uses 5/16 x 7 x 19 aircra cable.

ACCESSORIES: RCB‐86 LT (#9 Wide Sec on) TB‐2 Thrust Bearing CO‐4 for DX‐86 Masts TA‐86 Replacement Pulleys #6 Rotator Plates DX‐70 manual, Drawings &Calcula ons Cable Kit for DX‐70 RLT

76

PART NUMBER: 490‐59000 TYPE: Self‐suppor ng, extendable, crank‐up tower. SPECIFICATIONS:

TOWER HEIGHT: Extended 86’. Retracted 22’. TOWER SUPPORT: Self‐suppor ng no guys.

WIND LOADING: Engineering analysis indicates the tower will support 26 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H. DEAD LOAD: The maximum dead load is 400 lbs. WEIGHT: The tower with the base weighs 2100 pounds. SECTIONS: The tower is made from 5 each 20 foot sec ons #5, #6, #7, #8 and #9.

DESCRIPTION:


The DX‐86 is a motorized with an 1 HP electric motor, electric control box and two limit switches wired for 220 V. This tower has a posi ve pull down. “Posi ve Control” worm gear winch permits the raising and lowering of DX towers without the aid of stops or locks. DX‐86 uses a 50:1 ra o winch. The DX‐86 also includes a pre‐wired motor control assembly.


ACCESSORIES: RCB‐86 LT (#9 Wide Sec on) TB‐2 Thrust Bearing CO‐6 for DX‐86 Masts TA‐86 Replacement Pulleys #5 Rotator Plates DX‐86 manual, Drawings, Calcula ons Cable Kit for DX‐86 RLT

Model No. DX-86

77

PART NUMBER: 481‐0100 TYPE: Self‐suppor ng, extendable, crank‐up tower. SPECIFICATIONS:


WIND LOADING: Engineering analysis indicates the tower will support 24 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H. DEAD LOAD: The maximum dead load is 400 lbs. WEIGHT: The tower with the base weighs 2500 pounds. SECTIONS: The tower is made from 6 each 20 foot sec ons #4, #5, #6, #7, #8 and #9.

DESCRIPTION:


The DX‐100 is a motorized tower, with a 1 1/2 HP electric motor and comes with an electric control box and two limit switches wired for 220 volts This tower has a posi ve pull down. “Posi ve Control” worm gear winch permits the raising and lowering of DX towers without the aid of locks. DX‐100 uses a 50:1 ra o winch. The DX‐100 also includes a pre‐wired motor control assembly.


ACCESSORIES: RCB‐86 LT (#9 Wide Sec on) TB‐2 Thrust Bearing CO‐6 for DX‐100 Masts TA‐86 Replacement Pulleys #4 Rotator Plates DX‐100 manual, Drawings &Calcula ons Cable Kit for DX‐100 RLT

Model No. DX-100

78

Model No. DX-70HD PART NUMBER: 482‐0401 TYPE: Self‐suppor ng, extendable, motorized heavy duty crank‐up tower. SPECIFICATIONS:


WIND LOADING: Engineering analysis indicates the tower will support 80 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H., Exposure C, No Crest, Topo 1. This stronger tower is suggested for high wind areas where heavy loading is required. DEAD LOAD: The maximum dead load is 500 lbs. WEIGHT: The tower with the base weighs 2,700 pounds. SECTIONS: The tower is made from 4 each 20 foot sec ons #7, #8, #9 and #10.

DESCRIPTION:

Tower is complete with a 100:1 gearbox, 1.5 hp electric motor, drum, dual 5/16 x 7 x 19 aircra li cables, posi ve pull down and a rigid concrete base mount, RCB #10. The tower is designed to extend the tower telescopic sec ons uniformly. With your purchase, a user’s manual is included. The DX‐70HD has pulley frames on all three sides.

The DX‐70HD is built with high strength tubing and the bracing is made of solid rod. This design is a strong engineering configura on, yet save weight, resists torsion, and reduces wind load, allowing for more antenna load to be installed on the tower.

ACCESSORIES: DX‐70HD manual, Drawings &Calcula ons RCB #10 TB‐2 Thrust Bearing CO‐4 for DX‐70HD Masts TA #10 Replacement Pulleys #7 Rotator Plates Cable Kit for DX‐70HD RLT

79



WIND LOADING: Engineering analysis indicates the tower will support 24 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H., Exposure C, No Crest, Topo 1. This stronger tower is suggested for high wind areas where heavy loading is required. DEAD LOAD: The maximum dead load is 500 lbs. WEIGHT: The tower with the base weighs 3,000 pounds. SECTIONS: The tower is made from 5 each 20 foot sec ons #6, #7, #8, #9 and #10.

DESCRIPTION:

Tower is complete with a 100:1 gearbox, 1.5 hp electric motor, drum, dual 5/16 x 7 x 19 aircra li cables, posi ve pull down and a rigid concrete base mount, RCB #10. The tower is designed to extend the tower telescopic sec ons uniformly. With your purchase, a us‐er’s manual is included. The DX‐86HD has pulley frames on all three sides. The DX‐86HD is built with high strength tubing and the bracing is made of solid rod. This design is a strong engineering configura on, yet save weight, resists torsion, and reduces wind load, allowing for more antenna load to be installed on the tower.

ACCESSORIES: DX‐86HD manual, Drawings, Calcula ons RCB #10 TB‐2 Thrust Bearing CO‐5 for DX‐86HD Masts TA #10 Replacement Pulleys #6 Rotator Plates Cable Kit for DX‐86HD RLT

80



WIND LOADING: Engineering analysis indicates the tower will support 40 square feet of projected area at the basic wind speed of 100 MPH, 3 second gust per ANSI/TIA EIA RS 222 Rev. H., Exposure C, No Crest, Topo 1. This stronger tower is suggested for high wind areas where heavy loading is required. DEAD LOAD: The maximum dead load is 500 lbs. WEIGHT: The tower with the base weighs 3,400 pounds. SECTIONS: The tower is made from 6 each 20 foot sec ons #5, #6, #7, #8, #9 and #10.

DESCRIPTION:

Tower is complete with a 100:1 gearbox, 1.5 hp electric motor, drum, dual 5/16 x 7 x 19 aircra li cables, posi ve pull down and a rigid concrete base mount, RCB #10. The tower is designed to extend the tower telescopic sec ons uniformly. With your purchase, a us‐er’s manual is included. The DX‐86HD has pulley frames on all three sides. The DX‐86HD is built with high strength tubing and the bracing is made of solid rod. This design is a strong engineering configura on, yet save weight, resists torsion, and reduces wind load, allowing for more antenna load to be installed on the tower.

ACCESSORIES: DX‐100HD manual Drawings &Calcula ons RCB #10 TB‐2 Thrust Bearing CO‐6 for DX‐100HD Masts TA #10 Replacement Pulleys #5 Rotator Plates Cable Kit for DX‐100HD RLT

81

Model No. TM-358 PART NUMBER: 525‐0358 TYPE: Self‐suppor ng, extendable, motorized tubular mast. Designed for light weight antenna loads. SPECIFICATIONS:

TUBULAR MAST HEIGHT: Extended 58’. Retracted 23’.

WIND LOADING: Engineering analysis indicates the mast will support 10 square feet of projected area at the basic wind speed of 100 MPH,

3 second gust per ANSI/TIA EIA RS 222 Rev. H., Exposure C, No Crest, Topo 1. DEAD LOAD: The maximum dead load is 500 lbs. WEIGHT: The mast with the base weighs 1,750 pounds. SECTIONS: The mast is made from 6”, 4”, and 2 1/2” pipe, Fy= 50 ksi

DESCRIPTION:

Tubular mast is complete with a 40:1 gearbox, 3/4 hp, 110V electric motor, 1/4” x 7 x 19 aircra li cable li system and a hinged concrete base mount. The mast is designed to extend the tubular telescopic sec ons uniformly. A user’s manual is included.

Tubular mast include a hinged base mount that is installed in concrete. This base mount allows the tower to be hinged at ground level and lted into a ver cal posi on. The TM towers are hot‐dipped galvanized a er fabrica on for maintenance free finish. The top sec on of the mast is adapted to accept an accessory rotator cage assembly. If a rotator assembly is not used, the mast adapter can be ordered as an accessory item. All standard mast adapters accommodate a two (2) inch O.D. mast size.

ACCESSORIES: TM‐358 manual, Drawings, Calcula ons

TM‐358 Concrete Base CO‐3 for TM Work Pla orm Til ng Gin Pole Rotator Cage Assembly Cable Kit Motor Control Assembly TB‐2 Thrust Bearing Remote Control Kit

82

Model No. TM-370HD PART NUMBER: 525‐0371 TYPE: Self‐suppor ng, extendable, motorized tubular mast. Designed for light weight antenna load. SPECIFICATIONS:

TUBULAR MAST HEIGHT: Extended 68’‐6”. Retracted 27’‐6”.


3 second gust per ANSI/TIA EIA RS 222 Rev. H., Exposure C, No Crest, Topo 1. DEAD LOAD: The maximum dead load is 600 lbs. WEIGHT: The mast with the base weighs 3,050 pounds. SECTIONS: The mast is made from 10”, 8”, and 6” pipe, Fy= 50 ksi

DESCRIPTION:

Tubular mast is complete with a 50:1 gearbox, 1 hp, 220V electric mo‐tor, 1/4” x 7 x 19 aircra li cable li system and a hinged concrete base mount. The mast is designed to extend the tubular telescopic sec ons uniformly. A user’s manual is included.


ACCESSORIES: TM‐370HD manual, Drawings, Calcula ons

TM‐370HD Concrete Base CO‐3 for TM Work Pla orm Til ng Gin Pole Rotator Cage Assembly Cable Kit Motor Control Assembly TB‐2 Thrust Bearing Remote Control Kit 83

Model No. TM-490HD PART NUMBER: 525‐0490 TYPE: Self‐suppor ng, extendable, motorized tubular mast. Designed for light weight antenna load. SPECIFICATIONS:



3 second gust per ANSI/TIA EIA RS 222 Rev. H., Exposure C, No Crest, Topo 1. DEAD LOAD: The maximum dead load is 650 lbs. WEIGHT: The mast with the base weighs 3,975 pounds. SECTIONS: The mast is made from 12”, 10”, 8”and 6” pipe, Fy= 50 ksi

DESCRIPTION:

Tubular mast is complete with a 50:1 gearbox, 1 1/2 hp, 220V electric motor, 1/4” x 7 x 19 aircra li cable li system and a hinged concrete base mount. The mast is designed to extend the tubular telescopic sec ons uniformly. A user’s manual is included.



TM‐490HD Concrete Base CO‐4 for TM Work Pla orm Til ng Gin Pole Rotator Cage Assembly Cable Kit Motor Control Assembly TB‐2 Thrust Bearing Remote Control Kit 84

Model No. TM-5100R HD PART NUMBER: 525‐00309 TYPE: Self‐suppor ng, extendable, motorized tubular mast. Designed for light weight antenna load. SPECIFICATIONS:



3 second gust per ANSI/TIA EIA RS 222 Rev. H., Exposure C, No Crest, Topo 1.

DEAD LOAD: The maximum dead load is 650 lbs. WEIGHT: The mast with the base weighs 4,350 pounds. SECTIONS: The mast is made from 12”, 10”, 8”, 6”and 4” pipe, Fy= 50 ksi

DESCRIPTION:

Tubular mast is complete with a 50:1 gearbox, 1 1/2 hp, 220V electric motor, 1/4” x 7 x 19 aircra li cable li system and a hinged concrete base mount. The mast is designed to extend the tubular telescopic sec ons uniformly. A user’s manual is included.

Tubular mast include a hinged base mount that is installed in concrete. This base mount allows the tower to be hinged at ground level and lted into a ver cal posi on. The TM towers are hot‐dipped galvanized a er fabrica on for maintenance free finish. The top (2) sec ons of the mast rotate and a standard mast adapter fits into the top sec on to accommodate a two (2) inch O.D. mast size.


TM‐490HD Concrete Base CO‐4 for TM Work Pla orm Til ng Gin Pole Rotator Cage Assembly Cable Kit Motor Control Assembly TB‐2 Thrust Bearing

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Telescoping Tower Accessories

Coax Standoff Kits CO‐2 for 2 for LM‐237 441‐00406 CO‐3 for 3 for WT‐51 441‐00404 CO‐3 for 3 for LM‐354E 441‐00407 CO‐3 for 3 for LM‐354HD 441‐00409 CO‐4 for 4 for LM‐470 441‐00408 CO‐4 for 4 for DX‐70 441‐00413 CO‐5 for 5 for DX‐86 441‐00411

Tilt‐Over Accessory TA‐37 for LM‐237 412‐00401

TA‐51L for WT‐51 412‐00402

TA‐54L for LM‐354E 415‐00401

TA‐70L for LM354HD & LM‐470 417‐00401

TA_86L for DX‐86 & DX‐70 481‐00301

TA_86HD for DX‐86HD & DX‐70HD 486‐00301

Rigid Concrete Base RCB‐37/51LT for LM‐237 & WT‐51 400‐0040 RCB‐54LT for LM‐354E 400‐00401 RCB‐70LT for LM‐354HD & LM‐470 460‐00170 RCB‐86LT for DX‐86 & DX‐70 481‐00300 RCB‐36 for W‐36 400‐0136 RCB‐86HD for DX‐86HD & DX‐70HD 486‐00300 86

Telescoping Tower Accessories

CDR Rotator Plate 480‐00004 CDR Rotator Plate for WT‐51, MW‐33 & W‐67 115‐00308 CDR Rotator Plate for LM‐237, LM‐354E, LM‐470, DX‐86 & DX‐100HD 454‐00104 CDR Rotator Plate for LM‐354HD, DX‐70 & DX‐86HD 460‐00129 T2R Rotator Plate for WT‐51, MW‐33 & W‐67 460‐00128 T2R Rotator Plate for LM‐237, LM‐354E, LM‐470, DX‐86 & DX‐100HD 454‐00117 T2R Rotator Plate for LM‐354HD, DX‐70 & DX‐86HD

Mast Anchor Plate 480‐00102 Mast Anchor Plate for WT‐51, MW‐33 & W‐67 115‐00307 Mast Anchor Plate for LM‐237, LM‐354E, LM‐470, DX‐86 & DX‐100HD 454‐00103 Mast Anchor Plate for LM‐354HD, DX‐70 & DX‐86HD

TB2 Bearing For 2” Mast 400‐00089

Pulley Assembly Pulley Assembly, 4A/K8 Bearing 045‐0125 Pulley Assembly, 5A/K8 Bearing 045‐0150

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Tilt-Over Accessory

Posi on #1: Installa on With the Tilt‐Over Accessory installed on the Rigid Concrete Base, a ach tower in horizontal posi on

Posi on #2: Opera on Tilt tower to ver cal to operate tower

Posi on #3: Antenna Adjustment Tilt Tower over to install or adjust antenna Note: Tower must be nested to use Tilt‐Over Accessory

Posi on #1

Posi on #3

Posi on #2 Tilt Accessory Installed on

Rigid Concrete Base

Erec on of Tower with Tilt‐Over Accessory

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Coax Standoff Kits CO‐3 Stand‐off for TM Series 525‐00404

CO‐3 Stand‐off for TM Series 525‐00405

CO‐3 Stand‐off for TM Series 525‐00406

TM Rotator Cage Assembly ‐ 525‐9490

Telescoping Mast Accessories

Concrete Base 390‐00309 CB‐490 for TM‐490, TM‐5100, TM370HD 370‐00308 CB‐370 for TM‐370

TM Pla orm Assembly ‐ 525‐0101

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2019 Tower Price List

Description Part No. Weight (lb) Price MW-33 33ft Manual Crank-Up Tower 433-00401 340 $4,350. WT-51 51ft Manual Crank-Up Tower 451-00501 360 $3,550 WT-67 67ft Manual Crank-Up Tower 467-00401 385 $5,800 LM Series LM-237 37ft Manual Crank up 437-00401 330 $2,800 LM-354E 54ft Manual Crank up 454-00406 525 $5,050 LM-354 HD 54ft Manual Crank up with gear box 454-00402 875 $7,050 LM-354HDSP 54ft Motorized Crank up with tower 454-00409 950 $9,050 LM-470 70ft Motorized Crank up with tower 470-00401 1,100 $10,200 LM-584 84ft Motorized Crank up with tower 454-0584 1,500 $10,950 DX-70 70ft Motorized Crank up tower 481-0026 2,050 $15,300 DX-70HD 70ft Motorized Crank up tower 482-0401 3,500 $22,450 DX-86 86ft Motorized Crank up tower 490-59000 2,300 $16,450 DX-86HD 86ft Motorized Crank up tower 486-000401 4,000 $24,100 DX-100 100ft Motorized Crank up tower 481-0100 2,750 $28,500 DX-100 HD Motorized Crank up tower 481-0200 3,250. $31,500 TM Series TM-358 525-0358 1,750 $7,950 TM-370HD 525-0371 3,050 $12,350 TM-490 HD 525-0490 3,975 $16,600 TM-5100R HD 525-00309X 4,350 $26,750 Heavy Antenna Mast (2.0” OD x .188” Wall) AD-100H (10' long) 300-00049 37 $155 AD-150H (15' long) 300-00050 55 $235 AD-200H (20' long) 300-00051 73 $295 Extra Heavy Antenna Mast (2.0” OD x .250”) AD-100EH (10' long) 300-00053 47 $180 AD-150EH (15' long) 300-00054 71 $295 AD-200EH (20' long) 300-00055 94 $375 Mast and Rotator Mounting Plates CDR Rotator Plate (WT-51) 480-00004 7 $80 CDR Rotator Plate (LM-237, LM 354, LM 470) 115-00308 8 $90 CDR Rotator Plate (LM354HD) 454-00104 9 $120 T2R Rotator Plate (LM-237, LM354, LM470) 460-00128 8 $100 T2R Rotator Plate (LM354HD) 454-00117 9 $130 TM Rotator cage assembly 525-9490 40 $665 Mast Anchor Plate WT-51 480-00102 11 $95 Mast Anchor Plate (LM-237, LM 354, LM 470) 115-00307 11 $100 Coax Standoff Kits CO-2 Standoff (LM-237) 441-00406 8 $80.00 CO-3 Standoff (WT-51, LM-354E, LM-354HD) 441-00404 12 $120.00 CO-4 Standoff (LM-470) 441-00408 16 $160.00 CO-5 Standoff (DX-86) 441-00411 20 $200.00 Tilt Over Accessories TA-37 (LM-237) 412-00401 120 $775.00 TA-51L (WT-51) 412-00402 120 $775.00 TA-54L (LM354E) 415-00401 137 $850.00 TA-70L (LM354HD & LM470E) 417-00401 149 $850.00 TA-86L (DX-86) 481-00301 179 $3,950.00 TA-86HD (DX-70HD, DX-86HD) 486-00301 750 $4,850.00 90

Tower Price List

Description Part No. Weight (lb) Price Manual Winch 2500 Winch 041-0345 30 $195 Thrust Bearing (W & LM Series) TB-2 Bearing 400-00089 10 $120. Replacement Concrete Bases RCB-37/51LT (WT51 and LM237) 400-00400 80 $395 RCB-54LT (LM354E) 400-00401 86 $415 RCB-70LT (LM354HD and LM470E) 460-00170X 129 $445 RCB-86LT (DX86) 481-00300 180 $935 CB-490 (TM490, TM5100R, TM370HD) 390-00309X 325 $1,185 CB-370 (TM370) 370-00308X 325 $750 RCB-36 (W36) 400-0136 82 $370 Remote Control Kit-Less Motor - Towers must have “Pull down” Capability RLT 370-00328 30 $1,950 Replacement Cable Kits (with cable diagrams) Cable Kit, MW-33 051-0021 25 $145 Cable Kit, MW-33 - S.S Version 1/4" 051-0022 25 $225 Cable Kit, WT-51 051-0025 16 $105 Cable Kit, WT-51 - S.S Version 1/4" 051-0135 16 $200 Cable Kit, LM 237 051-0105 13 $110 Cable Kit, LM237 - S.S Version 1/4" 051-0110 13 $190 Cable Kit, LM354E 051-0115 20 $155 Cable Kit, LM354HD 051-0120 41 $315 Cable Kit, LM354HD - S.S Version 1/4" 051-0121 41 $560 Cable Kit for LM-470 051-0085 80 $560 Cable Kit for LM-470 1/4 inch S.S 051-0090 80 $830 Cable Kit, DX86 051-0100 106 $700 Cable Kit, DX100 051-0095 135 $920 Cable Kit, TM370C 051-0125 141 $865 Cable Kit, TM370C - S.S Version 051-0126 141 $1100 Motor Control Kits (Towers having 40:1 winch ratio) Includes Motor & Control Box MC-50 (1/2HP) 060-50002 60 $830 MC-75 (3/4 HP) 060-2935 60 $920 MC-100 (1 HP) 060-2936 60 $995 Replacement Motors Only 1/2 HP Motor (washdown) 060-0330 20 $460 3/4 HP Motor (washdown) 060-0331 25 $565 1 HP Motor (washdown) 060-0335 30 $715 Manual Control Motor Kits with Top and Bottom Limit Switch (Towers having 40:1 ratio) Includes Motor, Control box, & 2 Limit Switches MC-50 LL (1/2 HP) 060-50000 65 $1,250 MC-75LL (3/4 HP) 060-75000 68 $1,550 MC-100LL (1 HP) 060-10000 71 $1,750 Pulleys Pulley Assembly, 4A/K8 Bearing 045-0125 1 $75 Pulley Assembly, 5A/K8 Bearing 045-0150 1 $95

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TERMS AND CONDTITIONS OF SALE

1. All quota ons are for immediate acceptance and subject to change without no ce. 2. This quota on is based upon the assump on that the materials required for the items quoted can be obtained from the Steel Mills and/or Seller’s other suppliers within days a er approval by Seller, In the event Seller’s suppliers are unable to make deliver‐ies within the period specified, then such delay shall be considered to be a delay in the comple on of the work due to causes be‐yond the control and without the fault or negligence of Seller. Furthermore, the following “force majeure” defini on applies: The term “force majeure” as used in this proposal shall mean and include any cause, act or event beyond the control and without the fault or negligence of Seller, including but not restricted to: acts of God; weather; floods; storms; explosion; fires; labor trouble; strikes; insurrec on; riots; freight embargoes; acts of the public enemy; items quoted from Seller’s customary suppliers; scarcity of or inability to obtain or use labor or equipment; Federal, State or Local law or orders, rules or regula ons of governmental authority, or default of Seller’s subcontractors due to any cause. If by reason of “force majeure” seller is prevented, hindered or delayed in sa sfying or mee ng any condi on of this Quota on or is prevented, hindered or delayed in its performance under this Quota on. Seller shall be excused from such performance to the extent that it is prevented, hindered or delayed thereby, and dur‐ing the con nuous of any such happening or event then this quota on shall be deemed suspended so long as and to the extent that any such cause prevents, hinders or delays the performance, and the me while Seller is so prevented shall not be counted against Seller, anything in this Quota on to the contrary notwithstanding; and Seller shall not by liable for any claims or damages in any form or of an kind of nature for excess costs, if nay , for any failure to perform arising out of or any reason of “force majeure”. Seller shall give wri en no ce to Buyer within a reasonable me a er the happening thereof of the nature, and, so far as possi‐ble, the extent of any “force majeure” condi on referred to in the preceding paragraph hereof, in order that said party may be fully advised as to the nature and extent of said condi on. In the event that it appears to Seller that Seller’s performance shall be de‐layed, Seller shall so state in said wri en no ce in which even the following shall apply; (1) The buyer may, by wri en no ce transmi ed to Seller within thirty (30) days a er receipt of the above No ce, cancel the undelivered or undeliverable por on of the items quoted without liability except for costs and expenses and a reasonable profit allocable to work done. (2) If the Buyer does not cancel the order in the manner and within the me specified in Paragraph (1) , seller may, by giving to Buyer wri en no ce: (a) Suspend performance on the undeliverable items quoted pending removal of the causes of delay, under which circum‐stances the Buyer agrees to immediately pay an equitable propor on of the price of the items if such items are not separately priced; (b) Cancel the undeliverable por on of the items quoted at any me as long as the causes of delay con nue. (3) If performance is suspended in accordance with (2) (a), the price of the suspended por on of the items quoted shall be sub‐ject to revision as follows: (a) Prior to proceeding with the performance of the items quoted Seller shall no fy the Buyer of any price revision applicable and obtain wri en agreement thereto. (b) In the event of failure to agree upon such revised price or prices within the me to be specified in the no ce described in Paragraph (3) (a), and Seller does not desire to proceed with performance on the basis of the price of the original items, Seller or Buyer may cancel upon delivery of wri en no ce to the other party, without liability except that of the Buyer for costs and expens‐es and a reasonable profit, allocable to work done prior to the suspension of performance. (4) Seller shall not be liable for damages in any manner resul ng from cancella on or suspension of performance in accordance with the terms of this condi on. 3. If construc on by others and charges to a designated point are included in the prices herein quoted, we shall not be responsible for switching, spo ng, handling storage, demurrage or any charges incurred therefore. 4. Where installa on is not included, our responsibility ceases upon delivery of shipments to carrier when sales are f.o.b. point of shipment. Buyers are warned against receiving them un l careful inspec on has been made. 5. No Federal, State, or local taxes are included in price unless specifically stated in the proposal. All quota ons and sales are sub‐

ject to increase without no ce for all present and future Federal, State, and local taxes, including sales, use and excise tax that may

be assessed, charged or levied by any governmental ac on, which taxes are to be added to the quoted price and paid by the Buyer.

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6. Manufacturer’s guarantee: For a period of one (1) year a er shipment, we warrant the ar cle to be reasonably fit for the pur‐pose for which it is Manufactured and sold, and shall be free from defects in material and workmanship. No other warranty to ma‐terial or workmanship is expressed or implied, and no other claim for damage or charge for labor will be allowed. We reserve the sole right to determine whether or not any part to be replaced is to be furnished free of charge or to be supplied at our regular sales price. 7. Commodi es not manufactured by us are warranty and guaranteed only to extent and in the manner warranted and guaranteed to us by the manufacturer and then only to the extent we are able to enforce such warranty or guaranteed. 8. Orders cannot be canceled by Buyer under any circumstances without the Buyer first, reaching an agreement in wri ng with the Seller covering all damages. In ever event, wri en permission must be secured prior to returning goods for credit. 9. We reserve the right to change or modify our design and construc on and to subs tute material equal to or superior to that originally specified. 10. Every effort will e made to maintain shipping schedules shown. However, we shall not be liable for delays or default in filling this order caused by strikes or other disputes, floods, fires, accidents, con ngencies or transporta on and other causes of like or different character beyond the control of the Seller. 11. No terms or condi ons, other than those stated herein and no agreement or understanding, oral or wri en in any way pur‐por ng to modify these terms or condi ons whether contained in Buyer’s purchase or shipping release forms or elsewhere shall be binding on Seller, unless herea er made in wri ng and signed by Seller’s authorized representa ve. All proposals, nego a ons and representa ons, if any made prior and with reference hereto are merged herein. 12. Any controversy or claim arising out of or rela ng to this agreement or the breach thereof shall be se led by arbitra on in ac‐cordance with the rules of the American Arbitra on Associa on. All hearings shall be oral and shall be held in Tulare County, Cali‐fornia. Judgment upon the award rendered by the arbitrate may be entered in any court having jurisdic on thereof and shall be final both as law and fact. 13. If Buyer requires Seller to delay delivery of material, payment for material or services shall not thereby be postponed or ex‐tended. Material held in storage for Buyer shall be at the risk and expense of the Buyer and at a price agreed upon by Buyer and Seller at the me of request for storage by buyer, If Buyer removes has order from Seller’s produc on schedule, then the Buyer automa cally relinquishes hiss posi on in Seller’s produc on schedule. At me buyer instructs Seller to proceed with order, it must at that me take its posi on in Seller’s produc on schedule exis ng at me order is reentered. 14. This quota on includes unloading tower material from carrier and hauling to maximum of 20 miles to the construc on site. Cost of unloading anchor assemblies to be the expense of the Buyer. 15. Where roof top installa ons are required, tower material and services are furnished to base of tower only, and all roof modifi‐ca ons, waterproofing steel reinforcements to the roof are not included in this quota on unless specifically noted. 16. Shipments and deliveries shall be subject to approval of Seller’s Credit Department. If Buyer fails to fulfill the terms payment, Seller may defer further shipments, or may at its op on, cancel the unshipped balance. Seller reserves the right, previous to mak‐ing any shipments, to require from Buyer sa sfactory security for performance of Buyer’s obliga ons. No failure of Seller to exer‐cise any right acceding from any default of Buyer shall impair Seller’s rights in case of any subsequent default of Buyer. 17. When export license is required, the acceptance of this quota on is subject to export license being granted and supplied by the Buyer unless otherwise specified. 18. The price and delivery of the tower, and the cost and me of the tower, antenna and transmission lines are based upon fur‐nishing and erec ng the exact size and type material shown, and at the loca on indicated. Modifica on, if any, of these details must be agreed to by both par es in wri ng, and it is understood that any such modifica on will require a revision of both price and delivery. 19. Acceptance of all orders must be approved by the home office of this Company. 20. The above provision set for the sole and only obliga on or liability of and warranty made by Tashjian Towers Corpora on in

connec on with the items covered by this agreement, and any provisions in any proposals, specifica ons or in any other provisions

hereof, are merely descrip ve and are not to be construed as either obliga ons or warran es made by Tashjian Towers Corpora‐

on.

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CONDITIONS OF SALE – ERECTION OF TOWER 1. This quota on is based on work being carried out in one con nuous opera on without interrup on or delays due to

missing materials such as coax lines, transmission line hangers, antenna, reflectors, or electrical power. All material necessary for comple ng installa on to be furnished by Buyer must be o the tower site prior to star ng of erec on or scheduled in such a manner as to avoid delaying erec on crew.

2. Antenna, transmission lines and transmission line clamps must be available when construc on work on tower is un‐der way. Drawing showing transmission line installa on is to e furnished by customer. 3. Tower site shall be accessible to workmen and erec on equipment, using two wheel drive vehicles. 4. This quota on on labor to erect tower and antenna is based upon weather suitable for outdoor construc on between the dates of April 15 and November 15. In the event the customer desires the work done under the handicap of snow, ice or severe cold, or between the dates of November 15 and April 15, the cost of erec on shall be increased to include the addi onal cost incurred because of adverse weather condi ons, unless otherwise specified in the proposal. 5. Should any condi ons exist such that the use of union trades for installa on of the tower, accessories and/or founda‐

ons are necessary, the prices quoted are subject to adjustment, unless the union s pula on has been specifically not‐ed in the inquiry. 6. Unless provided by Tashjian Towers Corpora on, the founda ons must be completed so as to permit con nuous work from me Seller’s crew reports on the job, and must be finished in accordance with Seller’s specifica ons. 7. Installa on of all wiring and all transmission lines shall be on the tower to the base of the tower only unless otherwise specified. 8. Seller to carry or cause to be carried Workmen’s Compensa on, Public Liability and Property Damage Insurance and all Risk Insurance, which is included as part of this quota on and shall be terminated in accordance with the following paragraph. “Upon no ce of the date of comple on, the customer shall have seven (7) days from such date of comple on to accept or reject the structure, If no no ce or rejec on is received within such mer, the structure shall be considered the customer’s property and our Property Damage Insurance and All risk Insurance on such structure shall be canceled, or should the Buyer commence broadcast opera ons from the tower before it is accepted the, all Seller’s insurance will terminate a er the first day of such broadcast opera ons.” 9. All fees, service charges, cost of and expense to obtain permits and/or contractor’s licenses to be for the account of the Buyer. 10. This quota on can be changed or varied only by the duty authorized officers of the par es hereto in wri ng. 11. Whenever regula ons require or condi ons necessitate working more than an eight (8) hours day and or five (5) day week, all over me will be charged for in addi on to quoted prices. 12. It is also Buyer’s responsibility to: (a) Provide (1) tagline (25 t. wide and equal in length to the height of the tower), cleared of all obstruc on in order to permit a truck to be driven thereon. (b) Clear a fire land down each guy radial 25 . wide on each side of the guy line, and extend this lane 50 . beyond the outer guy anchor; a 10 . width of this 150 . lane must be cleared of all obstruc ons in order to permit a truck to be driven thereon. (c) So grade the area immediately surrounding the tower so as to permit the moving of trucks, crane and/or other equipment required to handle and erect the tower. (d) Clear an area 250 x 250 . adjacent to the center of the tower to permit unloading, sor ng, assembling and work‐ing space. (e) Provide the necessary wooden horses to support the antenna during construc on. (f) Provide necessary fi ngs and gas required in pressure checking all of the transmission lines. (g) Provide electrical power to the base of the tower. (h) Provide the necessary building and construc on permit. (i) Provide the necessary police service to direct traffic if in the event the guy lines should cross a public or private road. (j) Provide toilet facili es if required by regula ons. 13. Seller shall not be responsible for delays arising from causes beyond its reasonable control.

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CONDITIONS OF SALE – FOUNDATION

1. When the founda ons are specified as part of this quota on, it is assumed that this work will be done under normal ground condi ons with a soil bearing capacity of at least 4,000 lb. Per sq. . in accordance with E.I.A. specifica ons, It shall be their responsibility of the Buyer to supply soil bearing capacity and Seller shall have an absolute right to rely on wri en test reports furnished by Buyer in the prepara on of founda on drawings and in the installa on of founda ons. Blas ng, cribbing, fill, removal of obstruc on planking, snow, road building, and clearance for easy ac‐cess to the site. Existence of swamp, sand, mud, water and frozen ground are not considered normal. If any of the above condi ons are encountered, the founda ons price shall be increased to include the addi onal cost incurred, plus a reasonable profit allocable to the work performed.

2. The founda on price does not include clearing a grading of tower site, profiles, or grounding system.

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2019 catalog - tashtowers.com200' plus self‐support and guyed towers $2,700 & up tower...

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