1. rohn catalog sept 2013

#1 Fairholm AvenuePeoria, IL 61603, USA

Corporate Headquarters 65th Anniversary EditionEstablished 1948

3

Phone: (800) 727-ROHN(7646) (309) 566-3000

No. 3No. 3

Master Table of Contents Viewing Instructions

Welcome to the 2013 ROHN™ Product Catalog, No. 3

Use the Master Table of Contents page to quickly and easily link to the sections you choose to view. Click specic model/product groups, etc. within the index page to view.

To return to the Master Table of Contents from any section, click the arrow icon located in the upper right corner of each spread.

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CCrop a Section – Select a particular part, photo, page or spread and crop it so you can email it to your dealer, friend or family member.

NOTE: Products can be ordered only through an authorized ROHN™ dealer.

To visit Rohnnet.com at any time, simply click the ROHN™ logo at the Top Left of your screen.

For over sixty five years the ROHN name has been a leader in the telecommunications industry. The company has used our expertise in structural design and fabrication to expand into additional markets. ROHN is proud to service the major utility and wind energy companies in North America. These markets are just two of the latest to join telecom, sports lighting, broadband, b

We are proud to offer the latest version of the ROHN Products Catalog (No. 3). There

roadcast and the others that have been using ROHN Products to support their infrastructure projects for six decades.

If you have any questions, comments or suggestions regarding this catalog or any ROHN products, we are just a phone call away. On the adjacent page we have listed contacts that canassist you with any questions.

ROHN is committed to providing you the best products in the industry. Our towers arestanding on every continent and in nearly every country around the world. That is becausewe are recognized around the globe as the quality leader in structures. We strive to continuethat tradition this year and in the years to come.

We appreciate your interest in our products and we appreciate your business.

Thank you for your interest in ROHN Products

Never Accept Second Best - Call ROHN309-566-3000

The Industry StandardSince 1948

The information contained in this catalog is intended to assist customers in selecting the appropriate ROHN product

provided with a ROHN product. Dimensions and weights provided in this catalog are nominal. Refer to our websitewww.rohnnet.com for additional information and products. Due to continuous product improvement, all specificationsand data are subject to change without notice or obligation. 2-2013 All Rights Reserved Copyright 2013

Corporate Headquarters

#1 Fairholm AvenuePeoria, IL 61603

Mailing Address:

PO Box 5999Peoria, IL 61601-5999

Phone:

(309) 566-3000(800) 727-ROHN (7646)

Fax:

(309) 566-3079

Email:

SAFETY FIRST!

[email protected]

Web:

www.rohnnet.com

H O W T O O R D E R I

Phone (309) 566-3000 • Fax (309) 566-3079 • www.rohnnet.com • The Industry Standard© 2011 ROHN PRODUCTS LLC

1

S A L E S T E R R I T O R I E S

ORDERS ORIGINATING IN WESTERN UNITED STATES

ORDERS ORIGINATING IN MIDWEST UNITED STATES & WIND ENERGY

ORDERS ORIGINATING N. EASTERN UNITED STATES

INTERNATIONAL TELECOM & BROADCAST (Outside of U.S.)

Joel Stone309.566.3007

[email protected]

Scott Burdette309.566.3010

[email protected]

ORDERS ORIGINATING IN SOUTH & SOUTHEAST UNITED STATES

Mike Parrish863.644.9226

[email protected]

Ken Cordrey410.556.6201

[email protected]

Sabet Borairi905.616.5953

[email protected]

TRANSPORTATION & UTILITY

Jeff Arends309.566.3004

[email protected]

DOT-TRANSPORTATION

Adam Lofgren309.566.3005

[email protected]

For general information or comments, please contact us at (800) 727-ROHN, (309) 566-3000 or [email protected]

Midwest

South

N. EastWest

I T A B L E O F C O N T E N T S


2

Company HistoryIndustries We ServeUnderstanding TIA-222 - Revision G

GUYED TOWERSG-Series Towers

25G | General Use & Features Standard Designs (90mph | 110mph | 130mph) Parts & Accessories Grounding & Foundations45G | General Use & Features Standard Designs (90mph | 110mph | 130mph) Parts & Accessories Grounding & Foundations45GSR | General Use & Features Standard Designs (90mph | 110mph | 130mph) Parts & Accessories Grounding & Foundations45GSR Meteorological Towers | General Use & Features55G | General Use & Features Standard Designs (90mph | 110mph | 130mph) Parts & Accessories Grounding & Foundations65G | General Use & Features Standard Designs (90mph | 110mph | 130mph) Parts & Accessories Grounding & FoundationsGeneral Notes for G-Series Guyed TowersG-Series Foundation General NotesGuy Arrangement DetailsGuy Connection DetailsAssembly Bolt Installation80 | General Use & Features90 | General Use & Features

REV. G

includes

REV. F &

6

7-1213-20

21-157

22-23

24-2526-3637-4041-4446-4748-6263-6566-6970-7172-9192

93-97

98-99100-101102-114115-116117-120122-123124-140141-142143-146147147-149150151-152153154-155156-157

T A B L E O F C O N T E N T S I


3

TOWER & SITE ACCESSORIESSide ArmsLeg Dish MountsTie-Back AssembliesFace Dish MountsSector Mount

BRACKETED TOWERSG-Series Bracketed Towers | General Use & Features 25G Bracketed Tower & Foundation 45G Bracketed Tower & Foundation 55G Bracketed Tower & Foundation

159-163

160161162163

165-199

166

167168169-170172173174175176177178-183184-185A185A185B185C186187188190191192192193194195196197198199

SELF-SUPPORTING TOWERSG-Series Self-Supporting | General Use & Features

G-Series Self-Supporting Loading Charts - No Ice [Rev F] G-Series Self-Supporting Loading Charts - No Ice [Rev G] Design Notes & Foundation Information65G Camera Tower Standard Foundation Details & AccessoriesVG Camera Tower Standard Foundation Details & AccessoriesRSL General Use & Features Ordering Info & Design Notes Standard Designs (20’ - 100’) Accessories Grounding Information Base Kits & Foundations Optional ItemsSSV Standard | General Use & Features Standard Loading Chart (90 MPH, 3/4” ICE) Standard Loading Chart (100 MPH, 3/4” 1LE)SSV Heavy Duty | General Use & Features Heavy Duty Standard Loading Chart (90 MPH, 3/4” ICE) Heavy Duty Standard Loading Chart (100 MPH, 3/4” ICE) Heavy Duty Standard Loading Chart (110 MPH, 3/4” ICE)SSV ANSI/TIA-222-G Standard FoundationsSSMW General Use & Features Standard Section DetailSSVSR General Use & Features Stadard Section DetailRS | General Use & Features Standard Section Detail

201-218

202203204205-206207

TELESCOPING MASTSGeneral DescriptionMast DetailsH20 Typical Guy LayoutH30 Typical Guy LayoutH40 Typical Guy LayoutH50 Typical Guy Layout9H50 Typical Guy LayoutParts & Accessories

POLESDirect Embed Poles | General Use & Features Standard Loading Charts Accessories Antenna IndexPre-Engineered Utility Poles | General Use & Features Standard Loading Charts AccessoriesUtility Structure InformationTransportation Structure InformationWind Turbine Structures

I T A B L E O F C O N T E N T S


4

ROOF MOUNTSEffective Wind Velocity Formula Sheet

FRMJRMBRM4BRM6NPPK25GBRMAAGMPRM6Ballast Requirements

URM

TOWER & SITE ACCESSORIES [continued]Rotor Plate AssembliesSafety Device & Safety CableClimbing LaddersWaveguide LaddersWaveguide BracketsWaveguide Bridges

201-218

208209210211-213214-216217-218

219-241

220221-224225226227228-233234236-237238-239240-241

243-249

244245246246247247248249

251-273

252253254-256257-259260-263264265-266267-268269

270271

T A B L E O F C O N T E N T S I


5

INFORMATIONConstruction ServicesConsiderations, Recommendations & Safety Information Erection Recommendations for Communication Tower Specifications Guidelines for Preparing a Geotechnical Report General Safety Information Terms & Conditions of Sale

GENERAL TOWER HARDWARENuts, Bolts & WashersGuy MaterialGroundingSteel Tubing & Mounting PipeMiscellaneous

TOWER LIGHTING GUIDELINESStyle “A”Style “B”Style “C”Style “D” / Style “E”Style “F”

ROOF MOUNTS [continued]SHRMTRT

WALL MOUNTS1LGPWM

WM4 / WM212 / Extended Mounts

G-Series Wall Mounts

251-273

272273

275-279

276277

278

279

281-288

282-285

286-287288

289-302

290-295295-298299300-301302

303-308

304305306307308

309-317

310311312313314315-316317

TOWER MODIFICATION MATERIALGuyed TowersSelf-Supporting TowersGuy Anchor Selection Chart

I T H E C O M P A N Y


6

H I S T O R Y

Founded in 1948, in Peoria, Illinois by Dwight Rohn, the ROHN product quickly becamethe industry standard for towers. The need for ROHN structures grew out of the televisionindustry and a need for homeowners to have small towers adjacent to their homes to enable signal reception. The demand grew quickly and the company’s knowledge andcapacity were forced to grow with it. Soon television reception towers grew into radiotowers, microwave towers, lighting structures and more. When the cellular technologyexploded in the U.S., ROHN was there to provide the towers to support the rapid growth.This growth was not just in markets but in geographies.

By 1980, ROHN had structures standing on every continent and in nearly every countryon the globe. We continue to supply towers and poles to all of the communication giantsand regional carriers. We support utilities and transportation in all of North America. Wehave wind turbine towers and meteorological towers across the globe. For over 60 years,our products have endured and our name continues to be recognized around the worldas the industry standard.

B R O A D C A S T S O L U T I O N S

Phone (309) 566-3000 • Fax (309) 566-3079 • www.rohnnet.com • The Industry Standard

IR O H N S O L U T I O N S

7© 2011 ROHN PRODUCTS LLC

When Americans turned on their �rst television sets, ROHN was thereto improve fuzzy reception with our home antenna tower. During the40’s and 50’s, a ROHN TV tower installed on a rooftop or in a backyardmeant that family’s TV reception was the best on the block, even if thepicture was only black and white and the screen just 12 inches wide.

ROHN’s business serves the broadcast side of TV as well. With the adventof digital TV and compliance with FCC standards, broadcasters arechoosing to remain competitive by expanding their services into moreareas. To do so, they look to ROHN to deliver “Tall Towers”, super structuresrising as high as 2,000 feet, to broadcast TV signals to millions of viewersin a much wider geographic area.

ROHN towers are some of the tallest structures in the world, and we buildeach tower in accordance with our exacting standards for quality, performance and structural integrity. Our tall towers are helping changethe way the world receives and views television signals. This innovationis nothing new for ROHN. Back in 1948 when we started our business,we were on the forefront of the television age. Today, we stand ready toserve the next wave of television broadcasting.

R O H N S O L U T I O N S

W I R E L E S S S O L U T I O N S

Phone (309) 566-3000 • Fax (309) 566-3079 • www.rohnnet.com • The Industry Standard8© 2011 ROHN PRODUCTS LLC

I

ROHN has been supplying towers to the wireless industry since the industrywas born. Whether the application is microwave, cellular, PCS or broadband,we have the towers in service supporting wireless communications.

When the �rst microwave towers were constructed in the United States, ROHN was the quality supplier of choice. We designed and fabricated to the most stringent standards for wind, ice and dish twist and sway requirements.

As the communication system progressed to cellular, then PCS, ROHN was again leading the market with our ROHN SSV towers serving as the industry preference for wireless sites.

ROHN continues to support wireless communication from microwave tobroadband communications. Our structures are still the leaders in the industry.

ROHN also o�ers a variety of steel poles to meet your speci�c communicationneeds. Our tapered and �anged steel poles feature designs that are aesthetically pleasing and blend well into the environment while requiringminimum space for installation. All of our steel poles are hot-dip galvanizedafter fabrication to ensure years of corrosion free use. As one of the largestmanufacturers of communication structures, with unmatched attention to detail and design, our steel poles provide an extremely e�cient design. ROHN’s steel poles meet the stringent demands of today’s communicationenvironment.

S P O R T S L I G H T I N G S O L U T I O N S




Whatever your application - from little league baseball to a major leaguesports stadium, ROHN has a steel pole to do the job. Poles are availablewith the traditional anchor base or for direct embedment. ROHN’s engineering sta� will select the proper pole based on your speci�c requirements, considering wind speed, luminaire size, weight and quantity.

For decades, ROHN has supplied sports lighting structures. ROHN towers support lights for the Anaheim Angels professional baseball team, theUniversity of Illinois football team and the Peoria Chiefs, the local minorleague baseball team near our plant location in Peoria, IL.

All poles and towers are hot-dip galvanized and our direct embed polescan be purchased with an extra subsurface corrosion resistant coating.


I R O H N S O L U T I O N S

T R A N S P O R T A T I O N S O L U T I O N S


ROHN has been a trusted name in quality-engineered structures since1948. We have the people, equipment and experience to provide thematerials you need for your transportation structure projects. ROHNMast Arms, Monotube Assemblies, Steel Strain Poles and Sign Structuresare designed and manufactured to AASHTO standards. Our products canbe supplied galvanized, painted over galvanizing or factory �nished powder coated. We are dedicated to delivering quality products, on timeat a competitive price; whether it is a single pole or multiple pole project.

ROHN has over 300,000 square feet of manufacturing located in Peoria, Illinois. ROHN’s manufacturing is certi�ed by both the American Instituteof Steel Construction (Dual AISC Certi�ed Steel Fabricator - Buildingsand Simple Steel Bridges) and the Canadian Welding Bureau.

ROHN uses specialized engineering software coupled with ROHN developedsoftware for the design of tubular structures and foundations. This allows ROHN to optimize pole designs based on customer requirements,manufacturing e�ciencies and material availability. Preliminary calculation packages are sent to our customers for review with bid packages.

Phone (309) 566-3000 • Fax (309) 566-3079 • www.rohnnet.com • The Industry Standard 11© 2011 ROHN PRODUCTS LLC

U T I L I T Y S O L U T I O N S


ROHN can optimize pole designs based on customer requirements,manufacturing e�ciencies and material availability. Preliminarycalculation packages are sent to our customers for review and approvalprior to manufacturing. Fabrication and erection drawings are producedin AutoCAD and accompany the structures we produce. Our commitmentto the utility industry is to provide the highest quality products withthe shortest lead time.

ROHN uses Power Line Systems software coupled with ROHN developedsoftware for the design of tubular structures and foundations. Thisallows us to optimize the pole designs based on customer requirements.

ROHN’s state of the art equipment and facility allows us to fabricate themost di�cult projects with the accuracy and reliability that you deserve.After the pole shafts have been formed on our press brake, they passthrough ROHN’s custom built seam welder. The shafts are then completedin one of our numerous �t-up and weld-out stations. Automation alsoplays a key role in the manufacturing process for latticed towers with ourCNC plate processors, machining center, anglematics and beam lines that can process angle up to 8” x 8” x 1 1/4”.

ROHN’s Quality Assurance/Quality Control program begins when the material is received at our plant, ensuring that all material meets the designated speci�cations. Components are inspected and veri�ed throughout the manufacturing process to ensure that they are within the engineering and manufacturing tolerances. All full penetration base plate and seam welds are veri�ed with Ultrasonic Testing performed in-house by our own certi�ed inspectors.

Because of ROHN’s commitment to customer service, the Inside Sales Manager assigned to your project will work closely with you to assure your order is designed and built to the highest standards and delivered just as you ordered it. We understand the importance of on-time delivery and constantly strive to exceed your expectations. Our plant is centrally located in Peoria, Illinois, which allows for competitive freight costs.



W I N D E N E R G Y S O L U T I O N S


ROHN has extensive experience in manufacturing meteorological andturbine support structures for wind energy applications. Whatever therequirement, poles, towers or guyed masts, we have used our productsto support this industry.

Our structures are used to support wind turbines ranging up to 50 kW.ROHN structures are hot-dip galvanized where the components are totally immersed in molten zinc, inside and out, to ensure years of corrosionprotection. Our steel pole designs are aesthetically pleasing, while requiring minimum space for installation.

To ensure that ROHN meets the demand of today’s wind energy customer, our steel poles o�er extremely e�cient designs and unmatched attentionto detail. For over 60 years, ROHN has manufactured support structures with great care and design excellence.



U N D E R S T A N D I N G T I A - 2 2 2 - R E V I S I O N G


What is Rev G?Rev G is the latest revision of the TIA-222 Standard “Structural Standards for Antenna Supporting Structures and Antennas”.The previous version of the Standard was Rev F. Rev G is based on a 3-second gust wind speed and Rev F is based on a fastest-mile wind speed. The wind speeds are not directly comparable and it is very important to de�ne the basis of a wind speedwhen specifying wind loading requirements. For a given location, the 3-second gust wind speed represents the peak gustwind speed whereas the fastest-mile wind speed represents the average wind speed over the time required for one mile ofwind to pass the site.

Rev G presents additional factors to be considered in the design of new structures and for the modi�cation of existingstructures. These factors are brie�y discussed below. The reliability requirements of a structure can now be accounted for by assigning a classi�cation to a structure (Class I, II or III). The wind speed can also be adjusted based on the type of terrain surrounding the site (Exposure B, C or D) and if the site is located on a hill, ridge or escarpment (Topographic Category 1-5).

Many tower pro�les in this catalog now include antenna loading capacities for both Exposure B and Exposure C terrainconditions located on relatively �at sites (Topographic Category 1). Antenna loading capacities in accordance with Rev Fare also provided for many tower pro�les in the catalog. Please refer to the design notes in the catalog for each tower model series for further explanations. The Class of structure is stated in the design notes. Conditions other than stated may requirea di�erent tower pro�le than illustrated in this catalog. Quotes may be obtained for a speci�c application by contacting yourROHN representative.

Classi�cation of StructuresAllows for the adjustment of wind, ice and earthquake loading to match the reliability requirements for a speci�c application.Three reliability classes have been established based on the type of service provided and on the structure’s potentialhazard to human life and property. Wind, ice and earthquake loading progressively increase from Class I to Class III structures.

Class I: Structures used for services where a delay in returning the service would be acceptable and the structure represents alow hazard to human life and/or property. Example services would be: residential wireless and conventional 2-way radiocommunications; television, radio and scanner reception; wireless cable, amateur and CB radio communications. Structuresof this classi�cation are exempt from ice and earthquake loading.

Class II: Structures used for services that may be provided by other means or structures that represent a signi�cant hazard to human life and/or property. Example services would be: commercial wireless communications; television and radio broadcasting; cellular, PCS, CATV and microwave communications.

Class III: Structures speci�cally designed for essential communications or structures that represent a substantial hazard tohuman life and/or property. Examples of essential communications would be: civil or national defense; emergency, rescueor disaster operations; military and navigational facilities.

What is EPA?EPA stands for E�ective Projected Area. It is a standard way to de�ne the “size” of an antenna regarding wind loading. Manyantenna manufacturers provide data sheets that specify the EPA of their antennas. The TIA standard also de�nes a methodto calculate the EPA of an antenna based on the size and type of the antenna components.

Generally, the EPA of an antenna, mount or accessory is equal to the summation of the projected areas of its components timesappropriate drag factors de�ned in the TIA Standard. The EPA values listed in this catalog for standard tower designs representsthe maximum EPA that may be supported unless otherwise indicated.





What is Exposure?Exposure categories are used to adjust wind loading based on the type of terrain surrounding a site. Reduced wind loads areassociated with rougher terrains that tend to slow the wind down. Three exposure categories have been de�ned based on terrain roughness. Wind loading is increased as the exposure designation changes from Exposure B (roughest terrain) to Exposure D (smoothest terrain).

Exposure B: Urban, suburban or wooded areas. The wind load at ground level is reduced compared to Exposure C. This reduction diminishes with height, making the overall wind reduction less signi�cant for taller structures. In order to qualify for the wind load reduction, the rough terrain must extend in all directions from the site at least twenty times the height of thestructure, but not less than one-half mile.

Exposure C: Flat, open country and grasslands.

Exposure D: Flat, unobstructed shorelines exposed to wind �owing over open water, smooth mud �ats, salt �ats and othersimilar terrain. The wind load at ground level is increased compared to Exposure C.

Topographic CategoriesTopographic categories are used to determine increases in wind loading for sites located on hills and other elevated locations(other than buildings). The shape and relative height (topography) of an elevated site determines the increase in wind load.Although many elevated sites have their own unique features, the intent is to idealize these sites into one of the standardtopography categories described below.

The height of an elevated site above the surrounding terrain must be speci�ed in order to determine the increase in wind loading. Height should not be confused with the elevation of the site. As described below, elevations of the site and the surrounding terrain must be used to determine the relative height of a site. For structures supported on buildings, it is only necessary to specify the height of the building and the surrounding exposure category.

Category 1: Flat or rolling terrain with no abrupt changes in general topography. No increase in wind loading is required forthis category.

Category 2: Sites separated from a lower elevation by a gently sloping terrain (escarpment). Wind loads at the crest are 2.0 times the wind loads for a �at site and diminish with height depending on the height of the escarpment.

Height for an escarpment is the di�erence in elevation between the upper and lower levels. Increased wind loads do not applyfor structures located in the lower half of the sloping terrain or located beyond 16 times the escarpment’s height from the crest.

Category 3: Sites located at the top or within the upper half of a hill. Wind loads at the top of a hill are 2.3 times the wind loadsfor a �at site and diminish with height depending on the relative height of the hill.

Height for a hill is the di�erence in elevation between the top and bottom of the hill. For sites surrounded by other hills, heightis the di�erence in the hill elevation at the site and the average elevation of the surrounding hills (within a 2-mile radius).In other words, height is the projection of the hill exposed to wind. When there are other hills surrounding the site, increased wind loads do not apply unless the height of the hill at the tower site is at least 2 times the average height of the surroundinghills. (Refer to sketch above.)

Topographic Categories continued on next page.





Elevation 2,150’

Elevation 1,550’

Elevation 1,250’

Average Elevation ofSurrounding Features

2 Mile Radius 2 Mile Radius

300’

600’

H = 2,150’ - 1,550‘ = 600’

Wind speed-up must be considered when H exceeds2 times the average height of surrounding features.

Category 4: Sites located on a ridge. Wind loads at the top of a ridge are 3 times the wind loads for a �at site and diminish withheight depending on the height of the ridge.

Height for a ridge is the di�erence between the top and bottom elevations of the ridge.

Category 5: This category is reserved for sites where site-speci�c investigations are performed to determine wind loading. Asite-speci�c investigation may result in either higher or lower wind loads compared to using one of the standard topographiccategories.

Height of Site

Average Heightof SurroundingTerrain

Tower




Special Wind Region

Location V mph (m/s)Hawaii 105 (47)Puerto Rico 145 (66)Guam 170 (76)Virgin Islands 145 (65)American Samoa 125 (56)

Notes:1. Values are 3-second gust wind speeds in miles per hour (m/s) at 33 ft. (10 m) above ground for Exposure C terrain.2. Linear interpolation between wind contours is permitted.3. Islands and coastal areas outside last contour must use the last wind speed contour of the coastal area.4. Mountainous terrain, gorges, ocean promontories, and special wind regions must be examined for unusual wind conditions.

R E V G 3 - S E C O N D B A S I C W I N D S P E E D M A P

The basic wind speed map is being used with permission from ASCE. This material may be used for personal use only.Any other use requires prior permission of the American Society of Civil Engineers.



R E V G W I N D S P E E D S


The TIA-222-G Standard is based on the wind map published in the ASCE 7-02 Standard, “Minimum Design Loads for Buildingsand Other Standards”. The ASCE 7 standard is published by the American Society of Civil Engineers (ASCE) and represents the latest research and data available for wind speeds in the United States.

Subsequent to the release of the TIA-222-G Standard, ASCE has published 2 revisions to the ASCE-7 Standard. The first revisionwas published in 2005 and is designated as ASCE 7-05. There were no changes to the wind map. The second revision was published in 2010 and is designated as ASCE 7-10. There are changes to the wind map in this version.

The previous versions of ASCE 7 used a 50-year return wind speed map and relied on additional design factors to increase wind loads according to the reliability requirements of a structure. This resulted in structures being able to survive wind speeds of much higher return periods. The new wind maps in ASCE 7 -10 now include these design factors and now represent a much higher return period wind speed. A wind map is provided for each classification of structure. No additional factors have to be considered based on the classification of a structure when these wind speeds are used to calculate wind loads. The new maps can be thought of as “Factored” wind speeds, or in other words, wind speeds for which permanent deformation may occur in a structure, but the structure does not collapse.

The new ASCE 7-10 factored wind speeds can be easily converted for use with the TIA-222-G Standard using the following conversion table. If the conversion is not made, the design factors for determining wind loads will be “doubled up” resulting in much higher wind loads than intended. Eventually the TIA Standard and other similar structural standards will be upgraded to reflect the new ASCE 7-10 wind maps. Conversions for fastest-mile wind speeds used in Rev F and ASCE 7-93 are also included in the table.

Examples to determine appropriate Rev G design criteria:

1. Desire a 95 mph Rev F fastest-mile design. Use a 110 mph Rev G design. 2. Desire a 115 mph ASCE 7-10 design. Use a 90 mph Rev G design.

Design Wind Speed Conversions, MPH

Rev FASCE 7-93

(fastest-mile)

7176859095

104114123128133152

Rev GASCE 7-02 & ASCE 7-05

(3-second gust)

8590

100105110120130140145150170

FactoredASCE 7-10

(3-second gust)

110115126133139152164177183190215




R E V G G R O U N D I N GR E Q U I R E M E N T F O R S T R U C T U R E S

Rev G made signi�cant changes regarding the grounding requirements for structures. A prescriptive approach to grounding was used in Rev F where providing speci�c grounding leads and ground rods were considered adequate to protect a structure. Rev G adopted a performance speci�cation approach that requires providing a grounding system that will result in a maximum 10 ohm resistance to earth. Rev G also requires minimum ground lead and ground rod sizes that are greater than the Rev F prescriptive requirements.

Another change is that Rev G does not require speci�c grounding materials. Rev F required the use of galvanized ground rods with tinned copper leads. Rev G only requires that the leads and connections be compatible with the ground rods from a corrosion standpoint (i.e. minimize di�erence between metals connected).

Rev G does provide default grounding arrangements for various types of structures that are intended to meet the 10 ohm requirement for a wide variety of soil conditions. In accordance with Rev G, the actual resistance of a default grounding system must be veri�ed based on site conditions. Additional ground rods or special grounding systems may be required.

It should be noted that the TIA-222 grounding requirements are meant to protect the structure and foundation from high fault currents. Other grounding requirements are often needed for the protection of antennas, radio equipment and other appurtenances.

Rev G has taken a di�erent approach from Rev F regarding standard foundations and the term “Normal Soil” has been eliminated. A new term “Presumptive Soil” has been introduced. Rev G provides for two di�erent types of presumptive soil, sand and clay. Generally the strength of Rev G presumptive soil is lower than the strength of Rev F normal soil.

The intent is to provide default design parameters that can be used to design foundations when a geotechnical report is not available for a site. In accordance with Rev G, clay is to be considered the default presumptive soil unless more information is known about a site. The values for clay presumptive soil have therefore been used for the generation of the standard foundations contained in this catalog.

It should be noted that in accordance with Rev G, actual site conditions must be investigated prior to the installation of a foundation that was designed using presumptive soil parameters. Modi�cations to the standard foundations contained in this catalog may be required. It should also be noted that Rev G requires a geotechnical investigation for all Class III structures.

One common cause for changes to a standard foundation is due to frost depth. The frost depth for Rev G presumptive soil is considered to be 3.5 feet. The standard foundations in this catalog are based on this frost depth. Special foundations may be required for sites in locations where frost depths exceed 3.5 feet and the local soil conditions are susceptible to frost heave.

Presumptive soil also assumes that the water table is below the foundation depth. For this condition, there is no concern for buoyant conditions that can signi�cantly reduce the uplift capacity of a foundation. The standard foundations in this catalog are based on dry soil conditions and do not consider buoyant conditions. Special foundations may be required for sites where the water table may rise above the base elevation of the foundation.

In accordance with Rev G, presumptive soils are also considered to be non-corrosive. When local soil conditions are corrosive, anchors or direct embedded poles that are in direct soil contact may require corrosion protection in addition to hot dip galvanizing. Rev G provides guidance on various alternatives to consider in these situations.

Presumptive soils are also considered to be non-expansive. Locations known to have expansive soil require special considerations for foundation design. Modi�cations to the standard foundations in this catalog may be required in thesecases.

R E V G S T A N D A R D F O U N D A T I O N S



R E V G C L I M B I N G F A C I L I T I E S


Rev G has made signi�cant additions addressing climber safety. Two classi�cations of climbers have been de�ned. An Authorized Climber (also called a Basic Climber) is an individual trained in climbing but may not have had previous climbing experience. These climbers are intended to be limited to climbing �xed access routes equipped with safety climb devices. A Competent Climber (also called a Skilled Climber) is a professional who is capable of climbing on structural members.

Rev G provides requirements for climbing facilities by de�ning two classes of climbing facilities, Class A and Class B. Class B requirements are similar to Rev F requirements and are intended for structures to be climbed by professional Competent Climbers. Class A requirements are more restrictive in comparison to Rev F and are intended for structures expected to be climbed by lesser quali�ed (Basic) climbers. In accordance with Rev G, Class B is considered to be the default climbing facility requirement for structures unless otherwise speci�ed. Towers can be quoted to accomodate Class A climbing facilities when speci�ed. All ROHN standard structures are intended to be climbed by Competent Climbers only.

Safety climb systems are now mandatory in accordance with Rev G for structures exceeding 10 feet in height that are intended to be climbed. Some structures are intended to be maintained by bucket trucks or other methods that do not involve climbing the structure. Safety climb systems, when required, must be ordered separately for all ROHN standard structures in this catalog.

The 25G is a light weight tubular tower with solid braces. The tower sections are most often guyed, but can also be used in bracketed and self-supporting applications. Standard sections are 10’ in length, but are also available in a 7‘ length, which is UPS shippable. This tower model has several top options, as well as a variety of tower accessories. The 25G has several base options, including: base cast in concrete, base plate with anchor bolts and also a hinged base.

Standard Design Tower HeightsGuyed: Up to 190’Bracketed: Up to 100‘Self-Supporting: Up to 40’

25G | 45G | 55G | 65G

The 45G is a light weight tower, available with tubular or solid round legswith solid braces. The tower sections are most often guyed, but can also be used in bracketed and self-supporting applications. Standard sections are 10’ in length, but are also available in a 20‘ length when ordering solidsections. This tower model has several top options, as well as a variety of tower accessories. The 45G has several base options, including: base cast inconcrete, base plate with anchor bolts and also a hinged base. This toweris a true multi-use structure.

Standard Design Tower HeightsGuyed: Up to 300’ [45G] and 350’ [45GSR]Bracketed: Up to 100‘Self-Supporting: Up to 45’

25G | 45G | 55G | 65G


G G - S E R I E S T O W E R S


ROHN began manufacturing the G-Series line of towers in the early 1950’s. Starting with the ROHN No. 5 tower, there was an ever present drive for a superior tower design. The No. 5 soon led to the ROHN No. 6 and continued through the No.10,11, 20, 25, 30, 40 and 50 towers. ROHN originally coated the lightweight towers with a hot-dipped enamel coating called RohnKote. The alternative to RohnKote was hot-dipped galvanizing. The galvanized option was identi�ed by the now famous “G” su�x added to the tower model. The G-Series was born! The numbers have settled to the four models listed below and hot-dip galvanizing is the coating of choice for towers today.

ROHN’s G-Series towers are designed for strength and versatility. The towers are constructed with high strength steel tubing or solid round legs. ROHN’s exclusive Zig-Zag solid-rod bracing provides exceptional strength. As they were in the 1950’s, each ROHN G-Series tower continues to be hot-dip galvanized for corrosion protection.


23

GG - S E R I E S T O W E R S

The 55G is a tubular tower with solid braces that lends itself to a wide variety of uses, particularly where unusual wind loading and height requirements exist. The 55G was designed to provide excellent strength and rigidity. The tower sections are most often guyed, but can also be used in bracketed and self-supporting applications. Standard sections are 10’ in length. This towermodel has several top options, as well as a variety of tower accessories. The 55G is available with a base cast in concrete as well as a tapered baseoption.

Standard Design Tower HeightsGuyed: Up to 400’Bracketed: Up to 100‘Self-Supporting: Up to 60’

The 65G is available with tubular or solid round legs with solid braces. The tower sections are most often guyed, but can also be used in self-supporting applications. Standard sections are 10’ and 20’ in length. This tower model has a variety of tower accessories, and is available with a base cast in concrete or a tapered base.

Standard Design Tower HeightsGuyed: Up to 500’Self-Supporting: Up to 80’

25G | 45G | 55G | 65G

25G | 45G | 55G | 65G

The ROHN G-Series towers are assembled and installed quickly and are diverse enough for use by broadcasters, �re and police, military, ham and home use. The possibilities are endless with the G-Series towers. Over the long history of the G-Series, ROHN has developed a variety of options to improve the utility of each model. The G-Series has optional:

• Standard and Shortened Sections • Double Braced Sections • House Brackets• Guy Lug Sections • Torque Arms • Base Options • Four Leg (Square) Design of 25G • Roof Mounts • Side Arms • Double Braced Sections • Top Mounts


G G U Y E D T O W E R S - 2 5 G

S T A N D A R D 2 5 G G U Y E D T O W E R


The first. The original.ROHN 25G

Per Rev G requirements, any structure greater than 10’ requires a climber safety device. Please see page 40 for ordering information.

REV. G

includes

REV. F &

GENERAL USE

The 25G is available in the standard 10’ sectionlength and a 7’ length which is UPS shippable.The 25G uses double bolted joints, proven to bethe best method of joining tower sections forsturdiness and dependability. As a guyed structure, the 25G standard designs rise to a height of 190’.

FEATURES

• Completely hot-dip galvanized after fabrication• Built on an 11 1/4” equilateral triangle design• High strength tubular legs joined by Zig-Zag®

cross members• Each 7’ or 10’ section contains all required nuts and bolts shipped with section• Continuous solid round steel bracing

25G

Mixing copies of ROHN towers with ROHN towers is dangerous and voids all engineering and warranty data supplied by ROHN. Materials used by others are not the same quality and have not been tested or engineered by ROHN. MixingROHN tower sections with non-ROHN products may cause tower failure or injury.

CAUTION

1 1/4” O.D.(16 GA.)

9’ 9”

1’ 6”

STANDARD SECTION25G - 10’ Section

OPTIONAL 7’ SECTION25G7 - 7‘ Section

The 7’ Section is UPS shippable.


GG U Y E D T O W E R S - 2 5 G

S T A N D A R D 2 5 G G U Y E D T O W E RS E C T I O N S

25

2.25” O.D.2.08” I.D.(14 GA.)

9 3/4”6 1/2”

11 1/4”

1 1/4” O.D.(16 GA.)

5/16” O.D.Solid Bracing

STANDARD TOP SECTION25AG2

Additional 25G top sectionsare shown on page 37.


© 2011 ROHN PRODUCTS LLC

PARTS & ACCESSORIES PAGES 37-40GROUNDING INFORMATION PAGE 41FOUNDATION INFORMATION PAGES 41-44

QUICK REFERENCE

CONCRETE BASE PLATEBPC25G*

FOR USE WITH 3/4X12PP PIER PIN EMBEDDED IN CONCRETE.

Additional base sections are available, please see page 38.

1’ 3”

Optional double braced sections are available upon request.

Optional WaveguideBrackets (KY2041A)

* Towers mounted on these bases must be bracketed or guyed at all times. Temporary steel guying may also be necessary during installation and dismantling.

~~

This document is to serve as a guide for sizing and purchasing the 25G tower. Tower and foundation installations should be performed by qualified and experienced personnel using assembly drawings provided with each tower.

DESIGN NOTES:

1. Tower designs are in accordance with ANSI/TIA-222-F and ANSI/TIA-222-G, Class I Structures, Topographic Category 1. 2. Design assumes towers are installed on level ground. Lower EPA values will apply for roof mounted towers or for sites located on unusual terrain. 3. Designs assume two 1/2” diameter lines on each tower face. 4. Anchor radius is from tower base to intersection of anchor rod with ground. 5. Guy chord lengths shown are based on level ground. Initial tensions for guys are shown in ( ) in pounds at 60º Fahrenheit. 6. Antenna and mounts are assumed symmetrically placed at the tower top.

PARTS LIST NOTES:

1. Items listed are required for complete guyed towers. 2. Base and anchor foundations listed refer to standard foundation designations. 3. Guys provided with each standard tower are based on level ground conditions with an additional 6% length. 4. Rev G anchor grounding (AGK1GGX) and base grounding (BGK3GGX) are included with the tower material. 5. Assembly drawings and a safety package (P/N: ACWS) are included with each tower. 6. Parts lists are subject to change based on availability or revised design criteria.

FOR FOUNDATION INFORMATION, PLEASE SEE PAGES 41-44.FOR GENERAL INSTALLATION INFORMATION, PLEASE SEE PAGES 147-153.

EPA (SQ. FT.) For Exposure B, Revision G

EPA (SQ. FT.) For Exposure C, Revision G

EPA (SQ. FT.), Revision F

P/N 25G90R040

47’

35’

32’

3/16” EHS(399#)

16.6

22.0



22.6

B U Y E R S G U I D ES T A N D A R D D E S I G N S - 2 5 G

9 0 M P H R E V . G [ 3 - S E C O N D G U S T ]7 0 M P H R E V . F [ F A S T E S T M I L E ]

26

P/N 25G90R040 Tower Model

Windspeed (Rev. G) ROHN TowerTower Height (ft.)

EPA= Effective Projected Area


Guy Initial Tension

Design Criteria

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED

ANCHORS &GROUNDINGINCLUDED

25G 25AG2 BPC25G GA25GD

3/16EHS BG2142 5/16THH 1/2TBE&J TBSAFETY

GAC3455TOP AGK1GGX BGK3GGX CPC.5/.75

4 1 1 2

350’ 12 12 6 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





5 1 1 2

425’ 12 12 6 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





6 1 1 2

500’ 12 12 6 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





7 1 1 3

800’ 18 18 9 3

3 31 3

P/N: 25G90R060

50’ ROHN 25GAl l par ts shown in table

are included when order ingPar t No: 25G90R050







S T A N D A R D D E S I G N - 2 5 G9 0 M P H R E V . G , 7 0 M P H R E V . F

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





3 1 1 1

175’ 6 6 3 3

3 31 3



P/N: 25G90R040

40’ TOWER

35’22.6 16.6

22.0

OR

47’

32’

3/16” EHS(399#)

P/N: 25G90R050

50’ TOWER

45’21.4 15.8

21.0

OR

60’

40’

3/16” EHS(399#)

46’23’

60’ TOWER

55’20.3 15.2

20.2

OR

73’

48’

3/16” EHS(399#)

56’28’

P/N: 25G90R070

70’ TOWER

65’19.4 14.7

19.4

OR

86’

56’

3/16” EHS(399#)

64’32’

P/N: 25G90R080

80’ TOWER

75’18.6 14.3

18.8

OR

99’

64’

3/16” EHS(399#)

81’50’

25’ 69’



27

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1


FDNSBASE ANCHOR

FDNSBASE ANCHOR

FDNSBASE ANCHOR

FDNSBASE ANCHOR

FDNSBASE ANCHOR

CB1G AB2

AB2

AB2

AB2

AB2

CB1G

CB1G

CB1G

CB1G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





9 1 1 3

1000’ 18 18 9 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





10 1 1 3

1100’ 18 18 9 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





11 1 1 4

1575’ 24 24 12 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





12 1 1 4

1700’ 24 24 12 3

3 31 3P/N: 25G90R130


are included when order ingPar t No: 2590R100







TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





8 1 1 3

900’ 18 18 9 3

3 31 3



P/N: 25G90R090

90’ TOWER

85’18.0 13.9

18.4

OR

111’

72’

3/16” EHS(399#)

92’57’

28’ 77’

P/N: 25G90R100

100’ TOWER

95’17.5 13.6

18.0

OR

124’

80’

3/16” EHS(399#)

102’63’

31’ 86’

P/N: 25G90R110

110’ TOWER

105’17.0 13.4

17.6

OR

137’

88’

3/16” EHS(399#)

112’70’

35’ 95’

P/N: 25G90R120

120’ TOWER

115’16.6 13.1

17.2

OR

150’

96’

3/16” EHS(399#)128’

85’

28’ 100’

55’111’

130’ TOWER

125’16.2 12.9

17.0

OR

163’

104’

3/16” EHS(399#)140’

93’

31’ 108’

62’121’




28

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1


FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

CB1G

CB1G

CB1G

CB1G

CB1G





TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





13 1 1 4

1825’ 24 24 12 3

3 31 3P/N: 25G90R140



140’ TOWER

135’15.9 12.7

16.6

OR

175’

112’

3/16” EHS(399#)149’

99’

33’ 117’

66’130’

3/4x12PP

1

FDNSBASE ANCHOR

AB2

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





14 1 1 5

2425’ 30 30 15 3

3 31 3P/N: 25G90R150



150’ TOWER

145’15.5 12.5

16.4

OR

188’

120’

3/16” EHS(399#)

116’

29’

58’

3/4x12PP

1

FDNSBASE ANCHOR

AB2

123’

133’

148’167’

87’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





15 1 1 5

2600’ 30 30 15 3

3 31 3P/N: 25G90R160



160’ TOWER

155’15.3 12.3

16.2

OR

201’

128’

3/16” EHS(399#)

124’

31’

62’

3/4x12PP

1

FDNSBASE ANCHOR

AB2

132’

142’

158’178’

93’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





16 1 1 5

2750’ 30 30 15 3

3 31 3P/N: 25G90R170



170’ TOWER

165’15.0 12.2

16.0

OR

214’

136’

3/16” EHS(399#)

132’

33’

66’

3/4x12PP

1

FDNSBASE ANCHOR

AB2

140’

151’

168’190’

99’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





17 1 1 5

2925’ 30 30 15 3

3 31 3P/N: 25G90R180



180’ TOWER

175’14.8 12.0

15.8

OR

227’

144’

3/16” EHS(399#)

139’

35’

69’

3/4x12PP

1

FDNSBASE ANCHOR

AB2

148’

160’

178’200’

105’

CB1G

CB1G

CB1G

CB1G

CB1G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




GAC3455TOP AGK1GGX BGK3GGX

18 1 1 5

3075’ 30 30 15 3

3 31

CPC.5/.75

3P/N: 25G90R190

190’ TOWER

185’14.5 11.9

15.6

OR

239’

152’

3/16” EHS(399#)212’

148’

37’ 156’

74’

188’111’

169’




30



3/4x12PP

1


FDNSBASE ANCHOR

AB2CB1G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





4 1 1 2

350’ 12 12 6 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





5 1 1 2

425’ 12 12 6 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





6 1 1 2

500’ 12 12 6 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16 EHS BG2142 5/16 THH 1/2TBE&J TBSAFETY


7 1 1 3

800’ 18 18 9 3

3 31 3









TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





3 1 1 1

175’ 6 6 3 3

3 31 3



P/N: 25G110R080

80’ TOWER

75’10.9 8.3

11.4

OR

99’

64’

3/16” EHS(399#)

81’50’

25’ 69’

P/N: 25G110R040

40’ TOWER

35’13.4 9.7

13.4

OR

47’

32’

3/16” EHS(399#)

P/N: 25G110R050

50’ TOWER

45’12.6 9.1

12.6

OR

60’

40’

3/16” EHS(399#)

46’22’

P/N: 25G110R060

60’ TOWER

55’11.9 8.7

12.2

OR

73’

48’

3/16” EHS(399#)

56’28’

P/N: 25G110R070

70’ TOWER

65’11.3 8.6

11.8

OR

86’

56’

3/16” EHS(399#)

64’32’



S T A N D A R D D E S I G N - 2 5 G1 1 0 M P H R E V . G , 9 0 M P H R E V . F

31

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1


FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

CB1G

CB1G

CB1G

CB1G

CB1G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





9 1 1 3

1000’ 18 18 9 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





10 1 1 3

1100’ 18 18 9 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





11 1 1 4

1575’ 24 24 12 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





12 1 1 4

1700’ 24 24 12 3

3 31 3









TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





8 1 1 3

900’ 18 18 9 3

3 31 3



P/N: 25G110R090

90’ TOWER

85’10.5 8.1

11.2

OR

111’

72’

3/16” EHS(399#)

91’56’

28’ 77’

P/N: 25G110R100

100’ TOWER

95’10.2 7.9

10.8

OR

124’

80’

3/16” EHS(399#)

102’63’

32’ 86’

P/N: 25G110R110

110’ TOWER

105’9.9 7.8

10.6

OR

137’

88’

3/16” EHS(399#)

112’70’

35’ 95’

P/N: 25G110R120

120’ TOWER

115’9.7 7.6

10.4

OR

150’

96’

3/16” EHS(399#)129’

86’

28’ 100’

57’112’

P/N: 25G110R130

130’ TOWER

125’9.3 7.5

10.2

OR

163’

104’

3/16” EHS(399#)140’

93’

31’ 109’

62’121’




32

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1


FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

CB1G

CB1G

CB1G

CB1G

CB1G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




AGK1GGX BGK3GGX CPC.5/.75

14 1 1 5

2425’ 30 30 15 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





15 1 1 5

2600’ 30 30 15 3

3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS BG2142 5/16THH TBSAFETY


16 1 1 6

2800’ 36 36 6

62 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





17 1 1 6

2925’ 36 36 18 6

62 3

GAC3455TOP





170’ ROHN 25GAl l par ts shown intable are inc luded

when order ingPar t No: 25G110R170

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





13 1 1 4

1825’ 24 24 12 3

3 31 3





P/N: 25G110R160

160’ TOWER

155’8.8 7.2

9.8

OR

201’

128’

3/16” EHS(399#)

178’

124’

31’ 132’

62’

158’93’

142’

P/N: 25G110R150

150’ TOWER

145’9.0 7.3

9.9

OR

188’

120’

3/16” EHS(399#)

167’

116’

29’ 123’

58’

148’87’

133’

P/N: 25G110R140

140’ TOWER

135’9.2 7.4

10.0

OR

175’

112’

3/16” EHS(399#)151’

101’

33’ 117’

67’131’

P/N: 25G110R170

170’ TOWER

165’8.7 7.1

9.7

OR

136’

3/16” EHS(399#)

138’

55’

83’

110’

74’

28’ 57’

159’

175’

194’

214’

P/N: 25G110R180

180’ TOWER

176’8.6 7.0

9.6

OR

144’

3/16” EHS(399#)

145’

58’

87’

116’

77’29’ 58’

168’

185’

204’

227’


33

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

1/2TBE&J

18

6

6

50’

50’

GAC3455TOP

GAC3455TOP

GAC3455TOP


FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

BASE INNERANCHOR

OUTERANCHOR

AB2AB2

BASE INNERANCHOR

OUTERANCHOR



AB2AB2

CB1G

CB1G

CB1G

CB2G

CB2G

18

TBSAFETY1/2TBE&J

6

CPC.5/.75

6

190’ ROHN 25GAl l par ts shown in table are inc luded


3/4x12PP

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS BG2142 5/16THH

AGK1GGX BGK3GGX

18 1 1 6

3100’ 36 36

36 2P/N: 25G110R190

190’ TOWER

186’8.5 6.9

9.5

OR

152’

3/16” EHS(399#)

155’

62’

93’

124’

80’

31’ 59’

178’

196’

217’

240’




34

50’

GAC3455TOP


BASE INNERANCHOR

OUTERANCHOR

AB2AB2CB2G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





3 1 1 1

175’ 6 6 3 3

3 31 3



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





5 1 1 2

425’ 12 12 6 3

3 31 3



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





6 1 1 2

500’ 12 12 6 3

3 31 3



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





7 1 1 3

800’ 18 18 9 3

3 31 3



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





4 1 1 2

350’ 12 12 6 3

3 31 3

GAC3455TOP



P/N: 25G130R080

80’ TOWER

78’8.9 6.8

9.4

OR

101’

64’

3/16” EHS(399#)

81’50’

25’ 69’

P/N: 25G130R040

40’ TOWER

38’10.8 7.9

11.2

OR

50’

32’

3/16” EHS(399#)

P/N: 25G130R050

50’ TOWER

48’10.1 7.5

10.0

OR

62’

40’

3/16” EHS(399#)

46’22’

P/N: 25G130R060

60’ TOWER

58’9.7 7.2

9.8

OR

75’

48’

3/16” EHS(399#)

56’28’

P/N: 25G130R070

70’ TOWER

68’9.2 7.0

9.6

OR

88’

56’

3/16” EHS(399#)

64’32’


S T A N D A R D D E S I G N - 2 5 G1 3 0 M P H R E V . G , 1 1 0 M P H R E V . F

35

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1


FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

G U Y E D T O W E R S - 2 5 G G

CB1G

CB1G

CB1G

CB1G

CB1G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS BG2142 5/16THH 1/2TBE&J


8 1 1 3

900’ 18 18 9 3

3 31 3

TBSAFETY

CPC.5/.75



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS BG2142 5/16THH 1/2TBE&J


9 1 1 3

1000’ 18 18 9 3

3 31 3

TBSAFETY

CPC.5/.75



P/N: 25G130R090

90’ TOWER

88’8.6 6.7

9.2

OR

114’

72’

3/16” EHS(399#)

91’56’

28’ 77’

P/N: 25G130R100

100’ TOWER

98’8.3 6.5

9.0

OR

127’

80’

3/16” EHS(399#)

102’63’

32’ 86’




36

3/4x12PP

1

3/4x12PP

1


FDNSBASE ANCHOR

AB2

FDNSBASE ANCHOR

AB2

CB1G

CB1G


TOP SECTION25AG2

TOP SECTION25AG3

TOP SECTION25AG4

TOP PLATE HOLE PATTERN IS THE SAME AS BPL25G.

BEARING PLATEBPL25G

LONG LEGS PROVIDE EXTRA CLEARANCE FOR INSTALLATION OF EQUIPMENT.

BOLTS TO TOP OF STANDARD SECTION. HOLE PATTERN FITS TB3 (2” O.D.) AND TB4

(3” O.D.) THRUST BEARINGS.

TOP PLATEAPL25G

FOR MOUNTING BEACON OR LIGHTNING ROD.


P A R T S & A C C E S S O R I E S

9’ - 3 1/4”

1’ - 0”

1’ - 3”

8’ - 3/16”

1’ - 1/4”

1’ - 3 3/4”

37

1.66“ O.D.1.38” I.D.1.25” N.P.T.

9’ - 9”

1’ - 6”

1’ - 3”

2.25” O.D.2.08“ I.D.

9’ - 3 1/2”

1’ - 0”

1’ - 4 3/4”

2.25” O.D.2.08“ I.D.

8’ - 3 1/2”

1’ - 5 1/4”2.75” O.D.2.58“ I.D.

TOP SECTION25AG1

TOP SECTION25AG5


2.00“ O.D.1.87” I.D.

9’ - 0”

TOP SECTION25AG

COMES WITH TOP BUSHING INSTALLED, 1.31” I.D.

8 1/4”

1’ - 4”

Set Screw

Set Screw

TOP MOUNT

25TDMKD - NO MAST

25TDM2S3KD - 2 3/8” O.D. MAST



25TDM35S3KD - 4” O.D. MAST

MOUNTING TUBE PROVIDED IS 7’ LONG.BEARING/ACCESSORY SHELF

BAS25GHOLE PATTERN FITS TB3 (2” O.D.) AND TB4 (3” O.D.) THRUST BEARINGS ON

TOP PLATE. ACCESSORY SHELF DRILLED FOR MOUNTING MANY POPULAR ROTORS.

LIGHTNING RODLRCL

5’ COPPER CLAD, MOUNTS TO APL25G.

Set Screw

1’ - 3 3/4”1’ - 3 3/4”

1’ - 3 3/4”

1’ - 4”


Phone (309) 566-3000 • Fax (309) 566-3079 • www.rohnnet.com • The Industry Standard38

* TOWERS MOUNTED ON THESE BASES MUST BE BRACKETED OR GUYED AT ALL TIMES. TEMPORARY STEEL GUYING MAY ALSO BE NECESSARY DURING INSTALLATION AND DISMANTLING.



PEAK ROOF MOUNTPR25G*

ADJUSTABLE HINGED FEET CONFORMTO NEARLY ANY ROOF PITCH. BOLTS

TO ROOF SURFACE.

3’4” SHORT BASESB25G

5’ SHORT BASESB25G5

FOR EMBEDMENT IN CONCRETE.

HINGED BASE PLATEBPH25G*

FOR USE WITH 1/2X12BB BASE BOLTS (ORDERED SEPARATELY).

HINGED TO ALLOW TOWER TO BE ROTATED UP FROM BASE

DURING INSTALLATION.

HINGED BASE PLATE IS TO BEUSED FOR BRACKETED AND GUYED

APPLICATIONS ONLY.

SINGLE DRIVE-IN BASESDB25G*

TO BE DRIVEN DIRECTLY INTO GROUND.TAPERED BASE25TG*

CAN BE USED WITH A4197L BASE INSULATOR OR WITH 3/4x12PP,

ORDERED SEPARATELY.

CONCRETE BASE PLATEFOR SELF-SUPPORTING TOWERS

25GSSBFOR USE WITH 5/8” x 12” (P/N: 260145G)

BASE BOLTS (ORDERED SEPARATELY)IN SELF-SUPPORTING

25G TOWER APPLICATIONS.

CONCRETE BASE PLATEFOR GUYED & BRACKETED TOWERS

BPC25G*FOR USE WITH 3/4X12PP PIER PIN

EMBEDDED IN CONCRETE.

CONCRETE BASE PLATE IS TO BEUSED FOR BRACKETED AND GUYED APPLICATIONS ONLY.

PIER PIN3/4X12PP

FOR USE WITH BPC25G EMBEDDED IN CONCRETE.

PIER PIN MUST BE ORDEREDSEPARATELY, UNLESS BEING

PURCHASED AS PART OFA COMPLETE TOWER KIT.

BASE BOLTS1/2X12BB

FOR USE WITH BPH 25G

(6) REQUIRED, ORDERED SEPARATELY.

3’4” HINGED SHORT BASESBH25G*


BASE BOLT & TEMPLATEKH8175A

FOR USE WITH 25GSSBIN SELF-SUPPORTING 25G TOWERAPPLICATIONS. KIT INCLUDES (1)

TEMPLATE & (4) BASE BOLTS.

WALL MOUNT25GWM

INCLUDES BASE PLATE TO MOUNT 25G SECTION.

5/8” x 12”

1/2” x 12”


ACCESSORY SHELFAS25G

FOR MOUNTING MANY POPULARROTORS. FIELD DRILLING MAY BE NECESSARY FOR SOME ROTORS.




UNIVERSAL EAVE BRACKETEB2525G

HINGED CONNECTION ALLOWS TOWERLEG CLAMPS TO REMAIN PERPENDICULAR

TO GROUND WHILE BOLT DOWN SUPPORTS ROTATE TO LAY FLAT ALONG

PITCHED ROOF OR EAVE.

TORQUE BARTB25D

OPTIONAL, FOR USE WITH GA25GD.REQUIRES (1) 3/8” SHACKLE

FOR EACH BAR.

TORQUE ARM STABILIZERASSEMBLY

TA25ANTI-TWIST DEVICE LOCATED IN THE

AREA OF ANTENNAS. PROVIDES SIX-WAYGUYING. BOLTS TO TOWER AT ANY

SECTION JOINT. ATTACHED WITHJOINT BOLTS. MUST BE INSTALLED AS

SECTIONS ARE JOINED TOGETHER.

GUY BRACKETGA25GD

MOUNTS TO TOWER AT ANYHORIZONTAL BRACE.

SIDE ARM MOUNTUHF25G

FOR UHF & FM ANTENNAS.

SIDE ARM BRACKETSA253UA

MOUNTING TUBE PROVIDED IS 3’ LONG, 2 - 1/4” O.D.

ADJUSTABLE HOUSE BRACKETHB25AG 0 - 15”HB25BG 0 - 24”HB25CG 0 - 36”

HEAVY DUTY UNIVERSALHOUSE BRACKET

HBUTVROADJUSTABLE TO POSITION TOWER

18” - 36” FROM WALL.

7/8” - 1 1/8” O.D.Mounting Pipe

FLAT ROOF MOUNTFR25G*

BOLTS DIRECTLY TO FLAT ROOF SURFACE.

1’

FACE MOUNTDM25G2 - 2 3/8” O.D. 5’ LONG

DBS ANTENNA MOUNTKY2068A16 - 1.66” O.D.KY2068A15 - 1.50” O.D.KY2068A2 - 2.38” O.D.

MOUNTING TUBE PROVIDED IS 3’ LONG.

1’

Adjustable 2.5’ - 3.0’


SAFETY RINGSR245

SNAPS INTO PLACE AT ANY LEVEL. NO BOLTS REQUIRED.




CLIMBING HARNESSTTFBH-4DJOURNEYMAN HARNESSTTFBH-C/PPROFESSIONAL HARNESS

SAFETY CABLE SLIDERWITH CARABINEERTT-WG-500-W/SMC

WORK PLATFORMWP25G

SNAPS INTO PLACE AT ANY LEVEL.NO BOLTS REQUIRED.

ERECTION FIXTUREEF2545 - 2 1/2” SHEAVE WITH

3/8“ I.D. GROOVE.NOTE: ERECTION FIXTURES ARE FOR

LIFTING ONE 10’ SECTION AT A TIME ANDARE NOT INTENDED FOR THE LIFTING OF

PERSONNEL.

SAFETY CABLE SYSTEMORDERING INFORMATION

TOWER HEIGHT

50’100’150’200’

PARTNUMBERTT05025TT10025TT15025TT20025

SAFETY CABLE SLIDER AND CLIMBING HARNESS MUST BE ORDERED SEPARATELY.

90º JOINTS2590MM - BOTH ENDS SWAGEDJOINTS ARE NOT DRILLED WHERE THEY

SLIP FIT TO 25G SECTIONS. CAN BEFIELD DRILLED OR CUSTOM CONNECTED

TO MEET PARTICULAR NEEDS.

90º JOINTS2590FF - BOTH ENDS OPEN

JOINTS ARE NOT DRILLED WHERE THEYSLIP FIT TO 25G SECTIONS. CAN BE

FIELD DRILLED OR CUSTOM CONNECTEDTO MEET PARTICULAR NEEDS.

90º JOINTS2590FM - ONE END SWAGED,

ONE OPEN JOINTS ARE NOT DRILLED WHERE THEY

SLIP FIT TO 25G SECTIONS. CAN BEFIELD DRILLED OR CUSTOM CONNECTED

TO MEET PARTICULAR NEEDS.

ANTI-CLIMB PANELS25ACL3

THREE ANTI-CLIMB PANELS BOLT TO STANDARD TOWER SECTION.

ROTOR POST1.25” O.D.1.08” I.D.

RP25G CM

TowerLeg

RP25G

TowerLeg

THRUST BEARINGTB3 - SUPPORTS UP TO 2” O.D. MAST.TB4 - SUPPORTS UP TO 3” O.D. MAST.

MOUNTS TO BAS25G, BPL25G AND 25AG4.

TOWER BUSHINGTB50 - 1-1/4” I.D. X 2” O.D.FOR USE ON 25AG TOP SECTION

convenience

REV GANCHOR GROUNDING

AGK1GGX

REV GBASE GROUNDING

BGK3GGX

A N C H O R I N F O R M A T I O N

12”3/8”

2”

3/4”P/N STAMPED HERE

GAC3455TOP

1/2”12”

120”

1 1/4”P/N STAMPED HERE

GAC5655TOP

2 1/2”

11/16”

13/16”

CL of hole to edgeof plate = 1 1/4”

CL of hole to edgeof plate = 1”

4” x 4” x 3/8” angle

5” x 5” x 3/8” angle

81”



Ground Wire

Ground Rod Clamp

Ground Rod

Clamp

6” Min.

Attach to leg withsupplied leg clamp

Ground Wire

6” Min.Ground Rod Clamp

Ground Rod,3 provided (to be installed

at 120 separation at 20’ spacing.o

S T A N D A R D A N C H O R B L O C K S

All around stirrupsequally spaced 12” O.C. anchored with 90hooks around a horizontal bar

Top and bottom horizontal bars equally spaced

C

B

A

Ground Line

D

Anchor rod

Block

AB2

AB3

AB4

AB5

AB6

A

4’ - 0”

6’ - 0”

6‘ - 0”

8’ - 0”

8’ - 0”

Concrete Vol.(Cu. Yds.)

1.33 Per Block4.0 Total for 3





B

1‘ - 6”

1’ - 6”

1’ - 6”

2’ - 0”

2’ - 0”

C

4‘ - 0“

3’ - 0”

4‘ - 0“

3’ - 0”

4’ - 0”

Horizontal Bars(Qty. & Size)

(5) #6 Bars, Top Layer(5) #6 Bars, Bottom Layer

(0) Additional Bar, Each Side









D

6’ - 0”

6’ - 0”

9’ - 0”

10’ - 0”

10’ - 0”

Anchor Dimensions (in.) Stirrup Size& Spacing

#3 @ 12” O.C.

#3 @ 12” O.C.

#4 @ 12” O.C.

#4 @ 12” O.C.

#4 @ 12” O.C.

o

Additional bar atcenter-line eachside, when required

Refer to page 43 for anchor rod installation angles.




42

A N C H O R R O D I N S T A L L A T I O N A N G L E S

Tower Height

40’50’60’70’80’90’

100’110’120’130’140’150’160’170’180’190’

RodNumber

GAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOP

RodAngle

48424242393939393838383737373737

25G | 90MPH

Tower Height

40’50’60’70’80’90’

100’110’120’130’140’150’160’170’180’190’

Inner RodNumber


InnerRod

Angle48414141383839383737373636404143

25G | 110MPH

Outer RodNumber

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

GAC3455TOPGAC3455TOPGAC3455TOP

OuterRod

Angle-------------

424242

Tower Height

40’50’60’70’80’90’

100’

RodNumber

GAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOP

RodAngle

50414140383838

25G | 130MPH

120o

Tower Plan

Ground Line

Rod Angle(in degrees)

Anchor Rod Angle

o






44

S T A N D A R D B A S E P I E R S

Base

CB1G*

CB2G

A

2’ - 6”

3’ - 0”

Vertical Bars(No. & Size)

(8) #7

(10) #7


Round Pier

1.0

1.2

B

4’ - 0”

4’ - 0”

AlternateSquarePier

PLAN VIEW

A

No. 4 Circular ties, 3” O.C. with 24” laps

Vertical bars equally spaced

(2) No. 4 Circular ties, 2-1/2” O.C. with 2“ cover with 24” laps

4” Projection

6”

No. 4 Circular ties, 3” Max. O.C. with 24” laps


B

ELEVATION VIEW

Grade

CL

CL

Pier Pin

A

* Square pier option must be used for CB1G.


N O T E S







REV. G

includes

REV. F &

GENERAL USE

The 45G is a true multi-use structure that providesexcellent strength for applications up to 300’, It is o�ered with heavy steel round legs to satisfya variety of needs under varied conditions.

FEATURES

• Completely hot-dip galvanized after fabrication• Built on a 16 3/4” equilateral triangle design• High strength tubular legs joined by Zig-Zag®

cross members• Each section contains all required nuts and bolts shipped with section• Continuous solid round steel bracing

45G


CAUTION

1 1/4” O.D.(14 GA.)

9’ 6”

1’ 6”





47

2.38” O.D.2.07” I.D.

14 1/2”

9 11/16”


STANDARD TOP SECTION45AG2

Additional 45G top sectionsare shown on page 63.



16 3/4”


QUICK REFERENCE

2’ 0”







1 1/4” O.D.(14 GA.)




P/N 45G90R040

45’

31’

40’

3/16” EHS(399#)

23.1

22.6

Phone (309) 566-3000 • Fax (309) 566-3079• www.rohnnet.com • The Industry Standard


31.4


9 0 M P H R E V . G [ 3 - S E C O N D G U S T ] 7 0 M P H R E V . F [ F A S T E S T M I L E ]

48





Guy Initial Tension


DESIGN NOTES:


PARTS LIST NOTES:



Design Criteria

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS BG2142 5/16THH 1/2TBE&J

TBSAFETYAGK1GGX BGK3GGX CPC.5/.75

11 1 1 3

700’ 12 12 9

33 31 3

3/4x12PP

1

FDNSBASE ANCHOR

AB2CB1G

GAC3455TOP

BG2144

6

1/4EHS

475’

3/8THH

6







P/N: 45G90R100

100’ TOWER

85’24.3 18.9

17.0

OR

117’

80’

1/4” EHS(665#)

92’45’

3/16” EHS(399#)



P/N: 45G90R120

120’ TOWER

105’23.0 18.2

16.0

OR

142’

96’

3/16” EHS(399#)

116’65’

35’ 102’

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





8 1 1 2

625’ 12 12 6 3

3 31 3P/N: 45G90R090



90’ TOWER

85’25.0 19.4

17.6

OR

111’

72’

3/16” EHS(399#)

85’45’

3/4x12PP

1

FDNSBASE ANCHOR

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





10 1 1 3

1100’ 18 18 9 3

3 31 3



P/N: 45G90R110

110’ TOWER

105’23.6 18.6

16.4

OR

137’

88’

3/16” EHS(399#)

109’65’

35’ 95’3/4x12PP

1

FDNSBASE ANCHOR

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





12 1 1 3

1325’ 18 18 9 3

3 31 3



P/N: 45G90R130

130’ TOWER

125’22.5 17.9

15.6

OR

163’

104’

3/16” EHS(399#)

134’85’

45’ 113’3/4x12PP

1

FDNSBASE ANCHOR

AB2

AB2

AB2CB1G

CB1G

CB1G

GAC3455TOP

GAC3455TOP

GAC3455TOP

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS BG2142 5/16THH 1/2TBE&J


9 1 1 2

300’ 6 6 6

33 31 3

3/4x12PP

1

FDNSBASE ANCHOR

AB2CB1G

GAC3455TOP

BG2144

6

1/4EHS

375’

3/8THH

6

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS BG2142 5/16THH 1/2TBE&J


16 1 1 4

1575’ 18 18 12

33 31 3

3/4x12PP

1

FDNSBASE ANCHOR

AB2CB1G

GAC3455TOP

BG2144

6

1/4EHS

700’

3/8THH

6





P/N: 45G90R140

140’ TOWER

125’22.0 17.6

15.2

OR

168’

112’

1/4” EHS(665#)

141’85’

45’ 121’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


13 1 1 3

850’ 550’ 12 6 12

3 31 3



3/4x12PP

1

FDNSBASE ANCHOR

3/8THH

6

1/2TBE&J

93/16” EHS

(399#)

P/N: 45G90R160

160’ TOWER

145’21.2 17.1

14.4

OR

193’

128’

1/4” EHS(665#)166’

105’

35’ 133’

65’144’ 3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




15 1 1 4

1425’ 625’ 18 6 18

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 12



3/16EHS1/4EHS BG2142 BG2144 5/16THH 3/8THH 1/2TBE&J

P/N: 45G90R180

180’ TOWER

165’20.5 16.7

14.0

OR

219’

144’

1/4” EHS(665#)191’

125’

45’ 151’

85’167’ 3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




17 1 1 4

1625’ 700’ 18 6 18

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 12




P/N: 45G90R150

150’ TOWER

145’21.6 17.4

14.8

OR

188’

120’

159’105’

35’ 125’

65’136’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





14 1 1 4

1950’ 24 24 12 3

3 31 3



3/4x12PP

1

FDNSBASE ANCHOR

P/N: 45G90R170

170’ TOWER

165’20.8 16.9

14.2

OR

214’

136’

185’125’

45’ 143’

85’160’ 3/16” EHS

(399#)



1/4” EHS(665#)

AB2

AB2

AB2

AB2

CB1G

CB1G

CB1G

CB1G

TBSAFETY

3

TBSAFETY

3

TBSAFETY

3





P/N: 45G90R200

200’ TOWER

185’19.8 16.3

11.4

OR

245’

160’

1/4” EHS(665#)216’

145’

35’

105’191’ 3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G BPC45G APL45G


20 1 1

2375’ 800’ 24 6 24

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 15




GA45GD

5

173’

164’

65’

P/N: 45G90R220

220’ TOWER

205’19.3 16.0

11.0

OR

270’

176’

1/4” EHS(665#)241’

165’

45’

125’216’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G BPC45G APL45G


22 1 1

2100’ 875’ 24 6 24

6 62 3

3/4x12PP

1

6 15




GA45GD

5

85’

87’

113’

3/16” EHS(399#)

6

TBSAFETY75’

P/N: 45G90R190

190’ TOWER

185’20.2 16.5

13.6

OR

239’

152’

210’

145’

35’

105’185’

3/16” EHS(399#)

165’

156’

65’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





18 1 1 5

3050’ 30 30 15 3

3 31 3



3/4x12PP

1

FDNSBASE ANCHOR

P/N: 45G90R210

210’ TOWER

205’19.5 16.1

11.2

OR

265’

168’

235’

165’

45’

85’

87’

113’

3/16” EHS(399#)209’

125’

75’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G APL45G BPC45G GA45GD



21 1 1 5

2900’ 30 30 15 6

6 62 3


are included when order ingPar t No: 45G90R2103/4x12PP

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G APL45G BPC45G GA45GD

3/16EHS BG2142 5/16THH TBSAFETY


23 1 1 6

3675’ 36 36 6

6 62 3



3/4x12PP

1P/N: 45G90R230

230’ TOWER

225’19.1 15.8

10.6

OR

291’

184’

261’

185’

35’

105’

65’

65’

85’

3/16” EHS(399#)

234’

212’

145’

55’

1/2TBE&J

18

AB2

AB2

BASE INNERANCHOR

OUTERANCHOR

AB2AB2

BASE INNERANCHOR

OUTERANCHOR

AB2AB1

BASE INNERANCHOR

OUTERANCHOR

AB2AB1

GAC3455TOP

CB1G

CB1G

CB2G

CB2G

CB2G

TBSAFETY

3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G BPC45G APL45G


26 1 1

3200’ 1025’ 30 6 30

62 3

3/4x12PP

1

6 18


GA45GD

6

6

TBSAFETY

6

BASE INNERANCHOR

CB3G

OUTERANCHOR

AB2AB2

GAC3455TOP

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G BPC45G APL45G


25 1 1

3125’ 1025’ 30 6 30

62 3

3/4x12PP

1

6 18


GA45GD

6

6

TBSAFETY

6

BASE INNERANCHOR

CB2G

OUTERANCHOR

AB2AB1

GAC3455TOP







P/N: 45G90R240

240’ TOWER

225’18.9 15.7

10.4

OR

296’

192’

1/4” EHS(665#)267’

185’

35’

105’

65’

65’

85’

3/16” EHS(399#)

241’

219’

145’

55’

P/N: 45G90R260

260’ TOWER

245’18.4 15.5

10.2

OR

321’

208’

1/4” EHS(665#)292’

205’

45’

125’



85’

87’

113’

3/16” EHS(399#)

265’

243’

165’

75’

P/N: 45G90R280

280’ TOWER

265’18.0 15.2

9.8

OR

347’

224’

1/4” EHS(665#)317’

225’

65’

145’



105’

111’138’

3/16” EHS(399#)

291’

267’

185’

90’35’

97’



P/N: 45G90R250

250’ TOWER

245’18.6 15.6

10.4

OR

316’

200’

1/4” EHS(665#)286’

205’

45’

125’

85’

87’

113’

3/16” EHS(399#)

259’

236’

165’

75’

P/N: 45G90R270

270’ TOWER

265’18.2 15.4

10.0

OR

342’

216’

1/4” EHS(665#)312’

225’

65’

145’



105’

111’138’

3/16” EHS(399#)

284’

260’

185’

90’35’

97’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G BPC45G APL45G


24 1 1

2800’ 950’ 30 6 30

62 3

3/4x12PP

1

6 18


GA45GD

6

6

TBSAFETY

6

BASE INNERANCHOR

CB2G

OUTERANCHOR

AB2AB1

GAC3455TOP

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G BPC45G APL45G


27 1 1

3825’ 1100’ 36 6 36

62 3

3/4x12PP

1

6 21


GA45GD

7

6

TBSAFETY

6

BASE INNERANCHOR

CB3G

OUTERANCHOR

AB2AB2

GAC3455TOP

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G BPC45G APL45G


28 1 1

3900’ 1125’ 36 6 36

62 3

3/4x12PP

1

6 21


GA45GD

7

6

TBSAFETY

6

BASE INNERANCHOR

CB3G

OUTERANCHOR

AB2AB2

GAC3455TOP





P/N: 45G90R300

300’ TOWER

285’17.6 15.0

9.6

OR

373’

240’

1/4” EHS(665#)343’

245’

85’

165’



125’

135’163’

3/16” EHS(399#)

316’

291’

205’

105’45’

114’

P/N: 45G90R290

290’ TOWER

285’17.8 15.1

9.6

OR

367’

232’

1/4” EHS(665#)337’

245’

85’

165’



125’

135’163’

3/16” EHS(399#)

310’

285’

205’

105’45’

114’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G BPC45G APL45G


29 1 1

4275’ 1175’ 36 6 36

62 3

3/4x12PP

1

6 21


GA45GD

7

6

TBSAFETY

6

BASE INNERANCHOR

CB3G

OUTERANCHOR

AB2AB2

GAC3455TOP

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G BPC45G APL45G


30 1 1

4350’ 1200’ 36 6 36

62 3

3/4x12PP

1

6 21


GA45GD

7

6

TBSAFETY

6

BASE INNERANCHOR

CB3G

OUTERANCHOR

AB2AB2

GAC3455TOP





P/N: 45G110R040

40’ TOWER

31’21.3 15.5

21.6

OR

45’

32’

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS BG2144


3 1 1 1

150’ 6 3

3 31 3



3/4x12PP

1

FDNSBASE ANCHOR

3/8THH

6

TBSAFETY

3

1/2TBE&J

P/N: 45G110R060

60’ TOWER

51’18.9 14.1

19.0

OR

70’

48’

1/4” EHS(665#)54’

25’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




5 1 1 2

175’ 225’ 6 6 6

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 6




TBSAFETY

3

P/N: 45G110R080

80’ TOWER

71’17.4 13.4

17.4

OR

96’

64’

1/4” EHS(665#)73’

35’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




7 1 1 2

250’ 325’ 6 6 6

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 6




TBSAFETY

3

P/N: 45G110R050

50’ TOWER

41’19.9 14.7

20.2

OR

57’

40’

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS BG2144


4 1 1 1

200’ 6 3

3 31 3



3/4x12PP

1

FDNSBASE ANCHOR

3/8THH

6

TBSAFETY

3

1/2TBE&J

P/N: 45G110R070

70’ TOWER

61’18.0 13.7

18.2

OR

83’

56’

1/4” EHS(665#)63’

29’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




6 1 1 2

225’ 275’ 6 6 6

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 6




TBSAFETY

3

CB1G AB2

CB1G AB2

CB1G AB2

CB1G AB2

CB1G AB2

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




8 1 1 2

275’ 350’ 6 6 6

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 6


TBSAFETY

3

CB1G AB2





P/N: 45G110R100

100’ TOWER

91’16.3 12.7

16.2

OR

121’

80’

1/4” EHS(665#)101’

61’

3/16” EHS(399#)



31’86’

P/N: 45G110R120

120’ TOWER

111’15.4 12.2

15.2

OR

147’

96’

1/4” EHS(665#)122’

75’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




11 1 1 3

725’ 475’ 12 6 12

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 9

3



3/16EHS1/4EHS BG2142 BG2144 5/16THH 3/8THH

TBSAFETY

1/2TBE&J35’

102’

P/N: 45G110R110

110’ TOWER

101’15.8 12.5

15.6

OR

134’

88’

1/4” EHS(665#)111’

67’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




10 1 1 3

675’ 450’ 12 6 12

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 9




TBSAFETY

3

34’94’

P/N: 45G110R130

130’ TOWER

121’15.1 12.0

14.8

OR

160’

104’

1/4” EHS(665#)130’

78’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




12 1 1 3

775’ 525’ 12 6 12

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 9

3




TBSAFETY

1/2TBE&J35’

110’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




9 1 1 3

600’ 400’ 12 6 12

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 9


TBSAFETY

3

CB1G AB2

CB1G AB2

CB1G AB2

CB1G AB2

P/N: 45G110R090

90’ TOWER

81’16.8 13.0

16.8

OR

108’

72’

82’

39’

3/16” EHS(399#)



1/4” EHS(665#)





P/N: 45G110R150

150’ TOWER

141’14.5 11.7

14.0

OR

185’

120’

1/4” EHS(665#)160’

106’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




14 1 1 4

1375’ 600’ 18 6 18

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 12

3




TBSAFETY

1/2TBE&J72’

140’

125’35’

P/N: 45G110R160

160’ TOWER

151’14.2 11.5

13.8

OR

198’

128’

1/4” EHS(665#)171’

113’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




15 1 1 4

1450’ 650’ 18 6 18

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 12

3




TBSAFETY

1/2TBE&J76’

149’

134’38’

P/N: 45G110R170

170’ TOWER

161’14.0 11.4

13.6

OR

211’

136’

1/4” EHS(605#)187’

128’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



GAC5655TOP AGK1GGX BGK3GGX CPC1/1.25

16 1 1 5

2050’ 675’ 24 6 24

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 15



3/16EHS 1/4EHS BG2142BG2144 5/16THH 3/8THH 5/8TBE&J64’ 150’

32’

96’166’

TBSAFETY

3

140’

P/N: 45G110R180

180’ TOWER

172’13.8 11.2

13.2

OR

224’

144’

5/16” EHS(1,120#)197’

135’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G 45GL2* BPC45G GA45GD


17 1 1 5

2175’ 725’ 24 6 24

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 15

180’ ROHN 45GAll parts shown intable are included

when orderingPart No: 45G110R180

3/16EHS 142265 BG2142BG2146 5/16THH 7/16THH 5/8TBE&J66’ 158’

33’

99’175’

TBSAFETY

3

148’

CB1G AB2

CB2G AB2

CB2G AB3

CB2G AB3

P/N: 45G110R140

140’ TOWER

131’14.8 11.8

14.4

OR

172’

112’

1/4” EHS(665#)149’

98’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




13 1 1 4

1275’ 550’ 18 6 18

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 12

3




TBSAFETY

1/2TBE&J65’

129’

116’32’

CB1G AB2

APL45G

1

* 45GL2 Lug section required for 5/16” guy





P/N: 45G110R200

200’ TOWER

192’13.4 11.0

10.6

OR

250’

160’

5/16” EHS(1,120#)223’

155’

3/16” EHS(399#)



75’ 177’

35’

115’197’

164’

P/N: 45G110R220

220’ TOWER

212’13.0 10.8

10.2

OR

276’

176’

5/16” EHS(1,120#)

175’

35’

139’

105’

69’91’

3/16” EHS(399#)

60’

69’205’

224’

248’

1/4” EHS(665#)



P/N: 45G110R210

210’ TOWER

202’13.2 10.9

10.4

OR

263’

168’

5/16” EHS(1,120#)

167’

33’

133’

99’

64’85’

3/16” EHS(399#)

55’

65’195’

214’

237’



P/N: 45G110R190

190’ TOWER

182’13.6 11.1

13.0

OR

237’

152’

5/16” EHS(1,120#)210’

145’

3/16” EHS(399#)



73’ 169’

36’

109’187’

156’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




18 1 1 5

2300’ 725’ 24 6 24

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 15

3/16EHS 142265 BG2142BG2146 5/16THH 7/16THH 5/8TBE&J

TBSAFETY

3

CB2G AB3

APL45G

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




19 1 1 5

2425’ 800’ 24 6 24

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 15

3/16EHS 142265 BG2142BG2146 5/16THH 7/16THH 5/8TBE&J

TBSAFETY

3

CB2G AB3

APL45G

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45G BPC45G APL45G GA45GD

GAC3455TOP BGK3GGX CPC.5/.75

20 1 1 6

33 3

CPC1/1.25

3

3/16EHS

2550’

7/16THH

6

142265

850’

BG2142

30

1/2TBE&J

6

BG2146

6

5/8TBE&J

12

5/16THH

30

TBSAFETY

6

AGK1GGX

2

GAC5655TOP

3

BASE INNERANCHOR

CB3G

OUTERANCHOR

AB3AB2

45GL2*

1

3/4x12PP

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




21 1 1 6

33 3

CPC1/1.25

3

3/16EHS

1875’

1/4EHS

800’

142265

900’

5/16THH

24

BG2142

24

3/8THH

6

BG2144

6

7/16THH

6

AGK1GGX

2

GAC5655TOP

3

BASE INNERANCHOR

CB3G

OUTERANCHOR

AB3AB2

45GL2*

1

5/8TBE&J

12

BG2146

6

1/2TBE&J

6

TBSAFETY

6

3/4X12PP

1


TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




23 1 1 7

33 3

CPC1/1.25

3

3/16EHS

2525’

BG2146

6

1/4EHS

875’

5/16THH

30

142265

975’

3/8THH

6

BG2142

30

7/16THH

6

BG2144

6

AGK1GGX

23

1/2TBE&J

9

5/8TBE&J

12

TBSAFETY

6

BASE INNERANCHOR

CB3G

OUTERANCHOR

AB3AB2

3/4x12PP

1

45GL2*

1

GAC5655TOP







P/N: 45G110R240

240’ TOWER

232’12.7 10.6

10.0

OR

301’

192’

5/16” EHS(1,120#)

195’

35’

159’

125’

87’

3/16” EHS(399#)

80’

65’

229’

249’

274’

1/4” EHS(665#)

103’124’

95’

P/N: 45G110R230

230’ TOWER

222’12.8 10.7

10.0

OR

288’

184’

5/16” EHS(1,120#)

185’

33’

155’

125’

87’

3/16” EHS(399#)

80’

65’

222’

241’

261’

1/4” EHS(665#)

103’124’

95’



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




22 1 1 7

33 3

CPC1/1.25

3

3/16EHS

2475’

BG2146

6

1/4EHS

850’

5/16THH

30

142265

925’

3/8THH

6

BG2142

30

7/16THH

6

BG2144

6

AGK1GGX

23

1/2TBE&J

9

5/8TBE&J

12

TBSAFETY

6

BASE INNERANCHOR

CB3G

OUTERANCHOR

AB3AB2

3/4x12PP

1

45GL2*

1

GAC5655TOP






P/N: 45G130R040

40’ TOWER

35’15.3 11.1

13.0

OR

47’

32’

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS BG2144


3 1 1 1

150’ 6

3 31 3



3/4x12PP

1

FDNSBASE ANCHOR

3/8THH

6 3

TBSAFETY

3

1/2TBE&J

P/N: 45G130R060

60’ TOWER

55’13.6 10.2

11.6

OR

73’

48’

1/4” EHS(665#)

25’

54’3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




5 1 1 2

175’ 250’ 6 6 6

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6


6

1/2TBE&J

TBSAFETY

3



P/N: 45G130R080

80’ TOWER

75’12.5 9.6

10.6

OR

99’

64’

1/4” EHS(665#)

35’

73’3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




7 1 1 2

250’ 325’ 6 6 6

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 6


TBSAFETY

3



P/N: 45G130R050

50’ TOWER

45’14.3 10.6

12.0

OR

60’

40’

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS BG2144


4 1 1 1

200’ 6

3 31 3



3/4x12PP

1

FDNSBASE ANCHOR

3/8THH

6 3

TBSAFETY

3

1/2TBE&J

P/N: 45G130R070

70’ TOWER

65’13.0 9.9

11.0

OR

86’

56’

1/4” EHS(665#)

29’

63’3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




6 1 1 2

225’ 275’ 6 6 6

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 6


TBSAFETY

3



CB1G AB2

CB1G AB2

CB1G AB2

CB1G AB2

CB1G AB2





P/N: 45G130R100

100’ TOWER

95’11.7 9.2

9.6

OR

124’

80’

1/4” EHS(665#)61’

101’3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




9 1 1 3

600’ 400’ 12 6 12

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 9


3

TBSAFETY


when order ingPar t No: 45G130R10031’

86’

P/N: 45G130R120

120’ TOWER

115’11.1 8.8

8.6

OR

150’

96’

5/16”EHS(1,120#)75’

122’3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




11 1 1 3

725’ 500’ 12 6 12

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 6

3/16EHS 142265 BG2142 BG2146 5/16THH 7/16THH 1/2TBE&J

3

5/8TBE&J



35’ 102’

TBSAFETY

3

P/N: 45G130R090

90’ TOWER

85’12.1 9.4

10.0

OR

111’

72’

1/4” EHS(665#)

39’

82’3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




8 1 1 2

275’ 375’ 6 6 6

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 6


TBSAFETY

3



P/N: 45G130R110

110’ TOWER

105’11.4 9.0

9.0

OR

137’

88’

1/4” EHS(665#)67’

111’3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




10 1 1 3

675’ 450’ 12 6 12

3 31 3

3/4x12PP

1

FDNSBASE ANCHOR

6 9


3

TBSAFETY


when order ingPar t No: 45G130R11034’

94’

P/N: 45G130R130

130’ TOWER

125’10.9 8.6

8.2

OR

163’

104’

5/16”EHS(1,120#)

78’130’ 3/16” EHS

(399#)

35’ 110’1/4”EHS

(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



GAC5655TOP BGK3GGX CPC1/1.25

12 1 1 3

33 3

3/4x12PP

1

FDNSBASE ANCHOR



3/16EHS

350’

5/16THH

6

1/4EHS

425’

3/8THH

6

142265

525’

7/16THH

6

BG2142

6

BG2144

6

5/8TBE&J

9

BG2146

6

TBSAFETY

3

AGK1GGX

1

CB1G AB2

CB1G AB2

CB1G AB2

CB1G AB2

CB2G AB3

APL45G

1

APL45G

1








P/N: 45G130R140

140’ TOWER

135’10.6 8.5

7.8

OR

175’

112’

5/16” EHS(1,120#)149’

98’

32’ 116’

65’129’

3/16” EHS(399#)

1/4” EHS(665#)

P/N: 45G130R140

140’ TOWER

135’10.6 8.5

7.8

OR

175’

112’

149’98’

32’ 116’

65’129’



P/N: 45G130R150

150’ TOWER

145’10.4 8.4

7.4

OR

188’

120’

5/16” EHS(1,120#)160’

106’

35’ 125’

72’140’

3/16” EHS(399#)

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




13 1 1 4

33 3

3/4x12PP

1

FDNSBASE ANCHOR

3/16EHS

800’

5/16THH

12

1/4EHS

475’

3/8THH

6

142265

575’

7/16THH

6

BG2142

12

BG2144

6

5/8TBE&J

12

BG2146

6

TBSAFETY

3

AGK1GGX

1

CB2G AB3

APL45G

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




14 1 1 4

33 3

3/4x12PP

1

FDNSBASE ANCHOR

3/16EHS

850’

5/16THH

12

1/4EHS

525’

3/8THH

6

142265

600’

7/16THH

6

BG2142

12

BG2144

6

5/8TBE&J

12

BG2146

6

TBSAFETY

3

AGK1GGX

1

CB2G AB3

APL45G

1



TOP SECTION45AG2

TOP SECTION45AG3

TOP SECTION45AG4

TOP PLATE HOLE PATTERN IS THE SAMEAS BPL45G.

BEARING PLATEBPL45G

CONVERTS STANDARD SECTION TO ATOP SECTION. HOLE PATTERN FITS

TB3 (2” O.D.) AND TB4 (3” O.D.) THRUST BEARINGS.

TOP PLATEAPL45G

FOR MOUNTING BEACONOR LIGHTNING ROD.



9’ - 0”

7’ - 8”

63

1.66“ O.D.1.38” I.D.1.25” N.P.T. 9’ - 6”

2.38” O.D.2.07“ I.D.

9’ - 0”

2.25” O.D.2.08“ I.D.

8’ - 1“

1’ - 1”2.75” O.D.2.58“ I.D.

TOP SECTION45AG1

TOP SECTION45AG5




1’ - 0”

2’ - 0”

8”

1’ - 0”

2’ - 0”

2’ - 0”

1’ - 6”

1’ - 8”

9’ - 0”

2.00“ O.D.1.87” I.D.

TOP SECTION45AG

1’ - 0”

LIGHTNING RODLRCL

5’ COPPER CLADMOUNTS TO APL45G.

Set Screw

Set Screw

Set Screw

TOP MOUNT

45TDMKD - NO MAST




45TDM35S3KD - 4” O.D. MAST



1’ - 3 3/4”

2’ - 0”




64



5’ SHORT BASESB45G




TAPERED BASE45TG*

CAN BE USED WITH A4197L BASE INSULATOR OR WITH

3/4X12PP, ORDERED SEPARATELY.



CONCRETE BASE PLATE IS TO BEUSED FOR BRACKETED AND

GUYED APPLICATIONS ONLY.

PIER PIN3/4X12PP




BASE BOLT5/8X12BB

FOR USE WITH BPH45G

(6) REQUIRED, ORDERED SEPARATELY.



FACE MOUNTDM45G2 - 2 3/8” O.D. 5’ LONGDM454 - 4 1/2” O.D. 5’ LONG




HINGED BASE PLATEBPH45G*

FOR USE WITH 5/8X12BB BASE BOLTS (ORDERED SEPARATELY).

HINGED TO ALLOW TOWER TO BE ROTATED UP FROM BASE

DURING INSTALLATION.

HINGED BASE PLATE IS TO BEUSED FOR BRACKETED AND GUYED

APPLICATIONS ONLY.

5/8” x 12”







DISH MOUNTVY4311A2 - 2 3/8” O.D. VY4311A - 4 1/2” O.D.

MAST TUBE PROVIDED IS 5’ LONG.





AGK1GGX

REV GBASE GROUNDING

BGK3GGX


12”

3/8”

2”


GAC3455TOP

1/2”12”

120”


GAC5655TOP

2 1/2”

11/16”

13/16”



4” x 4” x 3/8” angle

5” x 5” x 3/8” angle

81”

Ground Wire

Ground Rod Clamp

Ground Rod

Clamp

6” Min.


Ground Wire






C

B

A

Ground Line

D

Anchor rod

o





Block

AB2

AB3

AB4

AB5

AB6

A

4’ - 0”

6’ - 0”

6‘ - 0”

8’ - 0”

8’ - 0”







B

1‘ - 6”

1’ - 6”

1’ - 6”

2’ - 0”

2’ - 0”

C

4‘ - 0“

3’ - 0”

4‘ - 0“

3’ - 0”

4’ - 0”












D

6’ - 0”

6’ - 0”

9’ - 0”

10’ - 0”

10’ - 0”


#3 @ 12” O.C.

#3 @ 12” O.C.

#4 @ 12” O.C.

#4 @ 12” O.C.

#4 @ 12” O.C.






120o

Ground Line


Tower Height

40’50’60’70’80’90’

100’110’120’130’140’150’

RodNumber

GAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC5655TOPGAC5655TOPGAC5655TOP

RodAngle

484840404040383838383737

45G | 130MPH

Tower Height

40’50’60’70’80’90’

100’110’120’130’140’150’160’170’180’190’200’210’220’230’240’250’260’270’280’290’300’

Inner RodNumber

GAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOP

InnerRod

Angle454643434142424039403938373838363640404242404038383838

45G | 90MPH

Outer RodNumber

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

GAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOP

OuterRod

Angle-----------------

44444241434243434443

Tower Height

40’50’60’70’80’90’

100’110’120’130’140’150’160’170’180’190’200’210’220’230’240’

Inner RodNumber

GAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOP

InnerRod

Angle454641414141393939383838383737373741413839

45G | 110MPH

Outer RodNumber

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

GAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOP

OuterRod

Angle-----------------

42424343

Tower Plan Anchor Rod Angle



Base

CB1G*

CB2G

CB3G

A

2’ - 6”

3’ - 0”

3’ - 6”


(8) #7

(10) #7

(12) #7


Round Pier

1.0

1.2

1.6

B

4’ - 0”

4’ - 0”

4’ - 0”


AlternateSquarePier

PLAN VIEW

A




4” Projection

6”



B

ELEVATION VIEW

Grade

CL

CL

Pier Pin

A



G G U Y E D T O W E R S - 4 5 G S R

S T A N D A R D 4 5 G S R G U Y E D T O W E R


The first. The original.ROHN 45GSR


GENERAL USE

The 45GSR maintains the utility of the 45G andadds the strength of solid round steel legs. The 45GSR has a strong 4 bolt �ange connection, giving connection joints superior strength over typical 1 bolt �ange connection systems. The 45GSR is available in heights up to 340’.

FEATURES

• Completely hot-dip galvanized after fabrication• Built on a 16 3/4” equilateral triangle design• Heavy solid steel round legs joined by Zig-Zag®


45GSR


CAUTION


GG U Y E D T O W E R S - 4 5 G S R

S T A N D A R D 4 5 G S R G U Y E D T O W E RS E C T I O N S


PARTS & ACCESSORIES PAGE 92GROUNDING INFORMATION PAGE 93FOUNDATION INFORMATION PAGES 93-97

QUICK REFERENCE

4.3’ 45GSR SHORT BASE45GSRSB

TO BE EMBEDDED IN CONCRETE.

STANDARD SECTION45GSR10 - 10’ Section45GSR20 - 20’ Section

14 1/2”9 21/32”

16 3/4”



1 1/4” O.D. Solid Round

7/16” O.D.Solid Bracing 1 1/4” O.D.

Solid Round




P/N 45GSR90R040

47’

35’

32’

1/4” EHS(665#)

73.8



101.8

B U Y E R S G U I D ES T A N D A R D D E S I G N S - 4 5 G S R

9 0 M P H R E V . G [ 3 S E C O N D G U S T ]

72

P/N 45GSR90R040 Tower Model




Guy Initial Tension

This document is to serve as a guide for sizing and purchasing the 45GSR tower. Tower and foundation installations should be performed by qualified and experienced personnel using assembly drawings provided with each tower.

DESIGN NOTES:

1. Tower designs are in accordance with ANSI/TIA-222-G, Class I Structures, Topographic Category 1. 2. Design assumes towers are installed on level ground. Lower EPA values will apply for roof mounted towers or for sites located on unusual terrain. 3. Designs assume two 7/8” diameter lines on each tower face. 4. Anchor radius is from tower base to intersection of anchor rod with ground. 5. Guy chord lengths shown are based on level ground. Initial tensions for guys are shown in ( ) in pounds at 60º Fahrenheit. 6. Antenna and mounts are assumed symmetrically placed at the tower top.

PARTS LIST NOTES:



Design Criteria

S O L I D R O D4545GSRGSR

S T A N D A R D D E S I G N - 4 5 G S R9 0 M P H R E V . G

40’ ROHN 45GSRAl l par ts shown in table

are included when order ingPar t No: 45GSR90R040

P/N: 45GSR90R040

40’ TOWER

35’95.0 73.8OR

47’

32’

1/4” EHS(665#)






P/N: 45GSR90R060

60’ TOWER

55’90.4 66.7OR

73’

48’

1/4” EHS(665#)

P/N: 45GSR90R080



80’ TOWER

75’82.6 62.9OR

99’

64’

1/4” EHS(665#)

73’35’



P/N: 45GSR90R050

50’ TOWER

45’95.0 70.0OR

60’

40’

1/4” EHS(665#)

P/N: 45GSR90R070



70’ TOWER

65’86.5 64.9OR

86’

56’

1/4” EHS(665#)

66’35’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB GA45GD



2 1 1

150’ 6 6 3 3

3 31 3

FDNSBASE ANCHOR

AB2FB1G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB



2 1

200’ 6 6 3 3

3 31 3

FDNSBASE ANCHOR

AB2FB1G

GA45GD

1

45GSR10

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





3 1 1

250’ 6 6 3 3

3 31 3

FDNSBASE ANCHOR

AB2FB1G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB



3 1

500’ 12 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB1G

GA45GD

2

45GSR10

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





4 1 2

550’ 12 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB1G








P/N: 45GSR90R100

100’ TOWER

95’78.0 58.4OR

124’

80’

1/4” EHS(665#)

97’55’



P/N: 45GSR90R120

120’ TOWER

115’73.5 54.2OR

150’

96’

1/4” EHS(665#)

122’75’

35’ 102’

P/N: 45GSR90R090



90’ TOWER

85’80.3 60.4OR

111’

72’

1/4” EHS(665#)

85’45’



P/N: 45GSR90R110

110’ TOWER

105’75.4 56.6OR

137’

88’

1/4” EHS(665#)

109’65’

35’ 95’



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB



4 1

625’ 12 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB1G

GA45GD

2

45GSR10

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





5 1 2

725’ 12 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB1G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB



5 1

1100’ 18 18 9 3

3 31 3

FDNSBASE ANCHOR

AB2FB1G

GA45GD

3

45GSR10

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





6 1 3

1200’ 18 18 9 3

3 31 3

FDNSBASE ANCHOR

AB2FB1G

P/N: 45GSR90R130

130’ TOWER

118’65.0 49.8OR

157’

104’

5/16” EHS(1,120#)

134’85’

45’ 113’

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH 5/8TBE&J

TBSAFETYGAC3455TOP AGK1GGX BGK3GGX CPC.5/.75

6 1

800’ 12

12 3

33 31 3

FDNSBASE ANCHOR

AB2FB1G

GA45GD

3

45GSR10

1

142265

500’

BG2146

6

7/16THH

6

1/2TBE&J

6






P/N: 45GSR90R140

140’ TOWER

128’63.5 48.9OR

170’

112’

5/16” EHS(1,120#)

147’95’

55’ 125’

140’ ROHN 45GSRAl l par ts shown intable are inc luded

when order ingPar t No: 45GSR90R140

1/4” EHS(665#)

P/N: 45GSR90R160

160’ TOWER

148’60.4 47.0OR

196’

128’

5/16” EHS(1,120#)172’

115’

35’ 133’

75’148’ 1/4” EHS

(665#)



P/N: 45GSR90R150

150’ TOWER

138’62.2 48.2OR

183’

120’

159’105’

35’ 125’

65’136’

5/16” EHS(1,120#)



P/N: 45GSR90R170

170’ TOWER

158’59.9 46.4OR

208’

136’

185’125’

45’ 143’

85’160’ 1/4” EHS

(665#)



5/16” EHS(1,120#)

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS&CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH 5/8TBE&J


7 1

875’ 12

12 3

33 31 3

FDNSBASE ANCHOR

AB2FB1G

GA45GD

3

142265

550’

BG2146

6

7/16THH

6

1/2TBE&J

6

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH 5/8TBE&J


7 1

1350’ 18

18 3

33 31 3

FDNSBASE ANCHOR

AB2FB1G

GA45GD

4

45GSR10

1

142265

600’

BG2146

6

7/16THH

6

1/2TBE&J

9

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH 5/8TBE&J


8 1

1450’ 18

18 3

33 31 3

FDNSBASE ANCHOR

AB2FB1G

GA45GD

4

142265

625’

BG2146

6

7/16THH

6

1/2TBE&J

9

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH 5/8TBE&J TBSAFETY


8 1

1575’ 18

18 12 3

3 31 3

FDNSBASE ANCHOR

AB3FB1G

GA45GD

4

45GSR10

1

142265

675’

BG2146

6

7/16THH

6






P/N: 45GSR90R200

200’ TOWER

188’56.1 44.6OR

247’

160’

5/16” EHS(1,120#)223’

155’

35’

115’197’ 1/4” EHS

(665#)177’

164’

75’

P/N: 45GSR90R190

190’ TOWER

178’57.0 45.2OR

234’

152’

210’

145’

35’

105’185’

5/16” EHS(1,120#)

165’

156’

65’ 1/4” EHS(665#)

P/N: 45GSR90R180

180’ TOWER

168’58.5 45.7OR

221’

144’

5/16” EHS(1,120#)197’

135’

55’ 154’

95’173’ 1/4” EHS

(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144



9 1

1675’ 18

18 12 3

3 31 3

FDNSBASE ANCHOR

AB3FB1G

GA45GD

4

142265

725’

BG2146

6

7/16THH

6



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144



9 1

2300’ 24

24 15 3

3 31 3

FDNSBASE ANCHOR

AB3FB1G

GA45GD

5

45GSR10

1

142265

750’

BG2146

6

7/16THH

6

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144



10 1

2425’ 24

24 15 3

3 31 3

FDNSBASE ANCHOR

AB3FB1G

GA45GD

5

142265

800’

BG2146

6

7/16THH

6



APL4A

1

P/N: 45GSR90R220

220’ TOWER

208’54.2 43.5OR

272’

176’

1/4” EHS(665#)

248’

175’

55’

135’

222’95’

184’

200’

5/16” EHS(1,120#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144



11 1

2725’ 24

24 15 3

3 31 3

FDNSBASE ANCHOR

AB3FB1G

GA45GD

5

142265

875’

BG2146

6

7/16THH

6



APL4A

1






P/N: 45GSR90R240

240’ TOWER

228’52.5 42.6OR

298’

192’

1/4” EHS(665#)

274’

195’

35’

115’

75’

102’

122’

5/16” EHS(1,120#)

247’

150’

155’

96’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH 5/8TBE&J


12 1

2850’ 30

30 3

66 62 3

BASE INNERANCHOR

AB2FB1G

GA45GD

6

142265

950’

BG2146

6

7/16THH

6



1/2TBE&J

15

APL4A

1

P/N: 45GSR90R260

260’ TOWER

248’51.1 41.8OR

324’

208’

5/16” EHS(1,120#)299’

215’

55’

135’

95’

125’147’

1/4” EHS(665#)

272’

175’

175’

112’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH 5/8TBE&J


13 1

3250’ 30

30 3

66 62 3

BASE

FB1G

GA45GD

6

142265

1050’

BG2146

6

7/16THH

6



1/2TBE&J

15

APL4A

1

P/N: 45GSR90R280

280’ TOWER

268’50.0 40.9OR

349’

224’

5/16” EHS(1,120#)325’

235’

75’

155’

115’

122’150’

1/4” EHS(665#)

297’

272’

195’

96’35’

102’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144 3/8THH

5/8TBE&J

TBSAFETYGAC3455TOP AGK1GGX BGK3GGX

14 1

4050’ 36 36

12

63 2 3

BASE

FB1G

GA45GD

7

142265

1125’

BG2146

6

7/16THH

6

1/2TBE&J

9

APL4A

1

CPC.5/.75

3

CPC1/1.25

3

GAC5655TOP

3



P/N: 45GSR90R300

300’ TOWER

288’48.9 40.1OR

375’

240’

1/4” EHS(665#)

350’

255’

95’

175’

135’

147’175’

5/16” EHS(1,120#)

322’

297’

215’

112’55’

125’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


5/8TBE&J


15 1

4525’ 36 36

12

63 2 3

BASE

FB1G

GA45GD

7

142265

1200’

BG2146

6

7/16THH

6

1/2TBE&J

9

APL4A

1

CPC.5/.75

3

CPC1/1.25

3

GAC5655TOP

3



OUTERANCHOR

AB2

INNERANCHOR

AB2

OUTERANCHOR

AB2

INNERANCHOR

AB2

OUTERANCHOR

AB3

INNERANCHOR

AB2

OUTERANCHOR

AB3






P/N: 45GSR90R320

320’ TOWER

308’47.7 39.5OR

400’

256’

5/16” EHS(1,120#)376’

275’

75’

195’

155’

1/4” EHS(665#)

348’

322’

235’

128’35’

133’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


5/8TBE&J


16 1

5450’ 42 42

12

63 2 3

BASE

FB1G

GA45GD

8

142265

1275’

BG2146

6

7/16THH

6

1/2TBE&J

12

APL4A

1

CPC.5/.75

3

CPC1/1.25

3

GAC5655TOP

3



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


5/8TBE&J


17 1

5975’ 42 42

12

63 2 3

BASE

FB1G

GA45GD

8

142265

1375’

BG2146

6

7/16THH

6

1/2TBE&J

12

APL4A

1

CPC.5/.75

3

CPC1/1.25

3

GAC5655TOP

3



115’

148’

201’172’

P/N: 45GSR90R340

340’ TOWER

328’46.8 38.9OR

426’

272’

5/16” EHS(1,120#)401’

295’

95’

215’

175’

1/4” EHS(665#)

373’

347’

255’

144’55’

154’

135’

173’

227’197’

INNERANCHOR

AB2

OUTERANCHOR

AB3

INNERANCHOR

AB2

OUTERANCHOR

AB3


S T A N D A R D D E S I G N - 4 5 G S R1 1 0 M P H R E V . G



P/N: 45GSR110R040

40’ TOWER

35’66.9 48.2OR

47’

32’

1/4” EHS(665#)






P/N: 45GSR110R060

60’ TOWER

55’57.5 38.3OR

73’

48’

1/4” EHS(665#)

P/N: 45GSR110R080



80’ TOWER

75’52.7 35.5OR

99’

64’

1/4” EHS(665#)

73’35’



P/N: 45GSR110R050

50’ TOWER

45’63.1 46.0OR

60’

40’

1/4” EHS(665#)

P/N: 45GSR110R070



70’ TOWER

65’57.2 42.4OR

86’

56’

1/4” EHS(665#)

66’35’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





2 1 1

150’ 6 6 3 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB



2 1

200’ 6 6 3 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G

GA45GD

1

45GSR10

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





3 1 1

250’ 6 6 3 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB



3 1

500’ 12 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G

GA45GD

2

45GSR10

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





4 1 2

550’ 12 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G








P/N: 45GSR110R100

100’ TOWER

88’44.5 32.6OR

119’

80’

1/4” EHS(665#)

97’55’

P/N: 45GSR110R090



90’ TOWER

85’49.4 33.0OR

111’

72’

1/4” EHS(665#)

85’45’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB



4 1

625’ 12 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G

GA45GD

2

45GSR10

1

5/16” EHS(1,120#)

P/N: 45GSR110R110

110’ TOWER

98’43.0 31.7OR

132’

88’

1/4” EHS(665#)

109’65’

35’ 95’

5/16” EHS(1,120#)

P/N: 45GSR110R120

120’ TOWER

108’41.4 30.7OR

144’

96’

1/4” EHS(665#)

122’75’

35’ 102’

5/16” EHS(1,120#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 1/2TBE&J 5/8TBE&J


5 1 2

325’ 400’ 6 3 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G

7/16THH BG2144 BG2146 TBSAFETY

6 6 6 3

TOWER PARTSINCLUDED

GUY WIRE &CONNECTION

INCLUDED



1/4EHS 142265 3/8THH 1/2TBE&J 5/8TBE&J


5 1 3

650’ 425’ 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G


6 12 6 3

45GSR10

1



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 1/2TBE&J 5/8TBE&J


6 1 3

725’ 475’ 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G


6 12 6 3








P/N: 45GSR110R140

140’ TOWER

128’39.4 29.3OR

170’

112’

5/16” EHS(1,120#)

147’95’

55’ 125’

1/4” EHS(665#)

P/N: 45GSR110R160

160’ TOWER

148’37.5 28.2OR

196’

128’

5/16” EHS(1,120#)172’

115’

35’ 133’

75’148’ 1/4” EHS

(665#)

P/N: 45GSR110R150

150’ TOWER

138’38.3 28.7OR

183’

120’

159’105’

35’ 125’

65’136’

5/16” EHS(1,120#)

1/4” EHS(665#)

P/N: 45GSR110R130

130’ TOWER

118’40.5 29.9OR

157’

104’

5/16” EHS(1,120#)

134’85’

45’ 113’

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 1/2TBE&J 5/8TBE&J


6 1 3

800’ 500’ 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G


6 12 6 3

45GSR10

1





TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 1/2TBE&J 5/8TBE&J


7 1 3

875’ 550’ 12 6 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G


6 12 6 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 5/8TBE&J


7 1 4

1350’ 600’ 18 12

3 31 3

FDNSBASE ANCHOR

AB3FB2G


6 18 6 3

45GSR10

1





TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 5/8TBE&J


8 1 4

1450’ 625’ 18 12

3 31 3

FDNSBASE ANCHOR

AB3FB2G


6 18 6 3






P/N: 45GSR110R200

200’ TOWER

188’34.6 26.6OR

247’

160’

5/16” EHS(1,120#)223’

155’

35’

115’197’ 1/4” EHS

(665#)177’

164’

75’

P/N: 45GSR110R190

190’ TOWER

178’35.1 26.9OR

234’

152’

210’

145’

35’

105’185’

5/16” EHS(1,120#)

165’

156’

65’ 1/4” EHS(665#)

P/N: 45GSR110R180

180’ TOWER

168’35.7 27.3OR

221’

144’

5/16” EHS(1,120#)197’

135’

55’ 154’

95’173’ 1/4” EHS

(665#)

P/N: 45GSR110R170

170’ TOWER

158’36.8 27.8OR

208’

136’

185’125’

45’ 143’

85’160’ 1/4” EHS

(665#)

5/16” EHS(1,120#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 5/8TBE&J


8 1 4

1575’ 675’ 18 12

3 31 3

FDNSBASE ANCHOR

AB3FB2G


6 18 6 3

45GSR10

1





TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 5/8TBE&J


9 1 4

1675’ 725’ 18 12

3 31 3

FDNSBASE ANCHOR

AB3FB2G


6 18 6 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 5/8TBE&J


9 1 5

2300’ 750’ 24 15

3 31 3

FDNSBASE ANCHOR

AB3FB2G


6 24 6 3

45GSR10

1





TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 5/8TBE&J


10 1 5

2425’ 800’ 24 15

3 31 3

FDNSBASE ANCHOR

AB4FB2G


6 24 6 3

APL4A

1






P/N: 45GSR110R240

240’ TOWER

228’32.2 25.1OR

298’

192’

1/4” EHS(665#)

274’

195’

35’

115’

75’

102’

122’

5/16” EHS(1,120#)

247’

150’

155’

96’

P/N: 45GSR110R260

260’ TOWER

248’31.0 24.5OR

324’

208’

5/16” EHS(1,120#)299’

215’

55’

135’

95’

125’147’

1/4” EHS(665#)

272’

175’

175’

112’

P/N: 45GSR110R280

280’ TOWER

268’30.4 24.0OR

349’

224’

5/16” EHS(1,120#)325’

235’

75’

155’

115’

122’150’

1/4” EHS(665#)

297’

272’

195’

96’35’

102’

P/N: 45GSR110R220

220’ TOWER

208’33.3 25.8OR

273’

176’

1/4” EHS(665#)

248’

175’

55’

135’

222’95’

184’

200’

5/16” EHS(1,120#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1/4EHS 142265 3/8THH 5/8TBE&J


11 1 5

2725’ 875’ 24 15

3 31 3

FDNSBASE ANCHOR

AB4FB2G


6 24 6 3

APL4A

1



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


5/8TBE&J


CPC.5/.75

12 1

2850’ 30 30

9

63

3

2 3

BASE INNERANCHOR

AB2FB2G

GA45GD

6

142265

950’

BG2146

6

7/16THH

6



1/2TBE&J

9

APL4A

1

CPC1/1.25

3

GAC5655TOP

3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


5/8TBE&J


CPC.5/.75

13 1

3250’ 30 30

9

63

3

2 3

BASE

FB2G

GA45GD

6

142265

1050’

BG2146

6

7/16THH

6

1/2TBE&J

9

APL4A

1

CPC1/1.25

3

GAC5655TOP

3

OUTERANCHOR

AB3

INNERANCHOR

AB2

OUTERANCHOR

AB3



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


5/8TBE&J


CPC.5/.75

14 1

4050’ 36 36

12

63

3

2 3

BASE

FB2G

GA45GD

7

142265

1125’

BG2146

6

7/16THH

6

1/2TBE&J

9

APL4A

1

CPC1/1.25

3

GAC5655TOP

3

INNERANCHOR

AB2

OUTERANCHOR

AB4






P/N: 45GSR110R300

300’ TOWER

288’29.7 23.5OR

375’

240’

1/4” EHS(665#)

345’

248’

95’

175’

135’

147’175’

5/16” EHS(1,120#)

322’

297’

215’

112’55’

125’



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


5/8TBE&J


CPC.5/.75

15 1

3400’ 30 30

12

63

3

2 3

BASE

FB2G

GA45GD

7

142265

2300’

BG2146

12

7/16THH

12

1/2TBE&J

9

APL4A

1

CPC1/1.25

3

GAC5655TOP

3

INNERANCHOR

AB2

OUTERANCHOR

AB4



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2146

1/2THH 5/8TBE&J

TBSAFETYAGK1GGX BGK3GGX

15 1

4225’ 6

6 24

62 3

BASE

FB2G

GA45GD

7

142265

1200’

BG2147

6

7/16THH

6

5/8S

3

APL4A

1

CPC1/1.25

6

GAC5655TOP

6

INNERANCHOR

AB3

OUTERANCHOR

AB4

P/N: 45GSR110R320

320’ TOWER

308’28.9 23.0OR

401’

256’

5/16” EHS(1,120#)

371’

268’

75’

195’

155’

1/4” EHS(665#)

348’

322’

235’

128’35’

133’

115’

148’

201’172’

P/N: 45GSR110R340

340’ TOWER

328’28.1 22.6OR

426’

272’

5/16” EHS(1,120#)

396’

288’

95’

215’

175’

1/4” EHS(665#)

373’

347’

255’

144’55’

154’

135’

173’

227’197’

3/8” EHS(1,540#)

142261

1300’

3/8THH

36

BG2144

36

5/8S

3

45GSR20L82*

1



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2146

1/2THH 5/8TBE&J

TBSAFETYAGK1GGX BGK3GGX

16 1

4700’ 6

6 24

62 3

BASE

FB2G

GA45GD

7

142265

1275’

BG2147

6

7/16THH

6

5/8S

3

APL4A

1

CPC1/1.25

6

GAC5655TOP

6

INNERANCHOR

AB3

OUTERANCHOR

AB4

142261

1375’

3/8THH

36

BG2144

36

5/8S

3

45GSR20L82*

1

3/8” EHS(1,540#)

* Guy lug sections required for 3/8” guys.





P/N: 45GSR130R040

40’ TOWER

35’47.3 33.5OR

47’

32’

1/4” EHS(665#)






P/N: 45GSR130R060

60’ TOWER

48’35.0 24.0OR

68’

48’

5/16” EHS(1,120#)



P/N: 45GSR130R050

50’ TOWER

45’44.1 28.6OR

60’

40’

1/4” EHS(665#)

P/N: 45GSR130R070



70’ TOWER

58’33.2 22.8OR

81’

56’

1/4” EHS(665#)66’

35’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED





2 1 1

150’ 6 6 3 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB



2 1

200’ 6 6 3 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G

GA45GD

1

45GSR10

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142265 BG2146 7/16THH 5/8TBE&J TBSAFETY


3 1 1

225’ 6 6 3 3

3 31 3

FDNSBASE ANCHOR

AB2FB2G

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


1/2TBE&J TBSAFETY

3 1

225’ 6 6

3 3

FDNSBASE ANCHOR

AB2FB2G

GA45GD

2

45GSR10

15/16” EHS(1,120#)

142265

275’

5/8TBE&J

3

7/16THH

6

BG2146

6


3 31 3






P/N: 45GSR130R100

100’ TOWER

88’29.1 20.5OR

119’

80’

1/4” EHS(665#)

97’55’

P/N: 45GSR130R090

90’ TOWER

78’30.2 21.1OR

106’

72’

1/4” EHS(665#)

85’45’

P/N: 45GSR130R110

110’ TOWER

98’28.0 19.9OR

132’

88’

1/4” EHS(665#)

109’65’

35’ 95’

P/N: 45GSR130R080



80’ TOWER

68’31.5 21.9OR

93’

64’

1/4” EHS(665#)73’

35’

5/16” EHS(1,120#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


1/2TBE&J TBSAFETY

4 1

250’ 6 6

3 3

FDNSBASE ANCHOR

AB2FB2G

GA45GD

2

142265

300’

5/8TBE&J

3

7/16THH

6

BG2146

6


3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


1/2TBE&J TBSAFETY

4 1

275’ 6 6

3 3

FDNSBASE ANCHOR

AB2FB2G

GA45GD

2

45GSR10

1

142265

350’

5/8TBE&J

3

7/16THH

6

BG2146

6


3 31 3



5/16” EHS(1,120#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB


1/2TBE&J TBSAFETY

5 1

325’ 6 6

3 3

FDNSBASE ANCHOR

AB2FB2G

GA45GD

2

142265

400’

5/8TBE&J

3

7/16THH

6

BG2146

6


3 31 3

5/16” EHS(1,120#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH TBSAFETY

5 1

650’ 12

12 3

FDNSBASE ANCHOR

AB3FB2G

GA45GD

3

45GSR10

1

142265

425’

5/8TBE&J

9

7/16THH

6

BG2146

6


3 31 3



5/16” EHS(1,120#)








TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH TBSAFETY

6 1

725’ 12

12 3

FDNSBASE ANCHOR

AB3FB2G

GA45GD

3

142265

475’

5/8TBE&J

9

7/16THH

6

BG2146

6


3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH TBSAFETY

6 1

800’ 12

12 3

FDNSBASE ANCHOR

AB3FB2G

GA45GD

3

45GSR10

1

142265

500’

5/8TBE&J

9

7/16THH

6

BG2146

6


3 31 3



P/N: 45GSR130R120

120’ TOWER

108’27.0 19.3OR

144’

96’

1/4” EHS(665#)

122’75’

35’ 102’

P/N: 45GSR130R130

130’ TOWER

118’26.3 18.7OR

157’

104’

5/16” EHS(1,120#)

134’85’

45’ 113’

1/4” EHS(665#)

5/16” EHS(1,120#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH TBSAFETY

7 1

875’ 12

12 3

FDNSBASE ANCHOR

AB3FB2G

GA45GD

3

142265

550’

5/8TBE&J

9

7/16THH

6

BG2146

6


3 31 3

P/N: 45GSR130R140

140’ TOWER

128’25.6 18.4OR

170’

112’

5/16” EHS(1,120#)

147’95’

55’ 125’

1/4” EHS(665#)

P/N: 45GSR130R150

150’ TOWER

138’24.7 18.0OR

183’

120’

159’105’

35’ 125’

65’136’

5/16” EHS(1,120#)

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH TBSAFETY

7 1

1350’ 18

18 3

FDNSBASE ANCHOR

AB4FB2G

GA45GD

4

45GSR10

1

142265

600’

3/4TBE&J

12

7/16THH

6

BG2146

6

GAC5755TOP AGK1GGX BGK3GGX CPC1.5/2

3 31 3










TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH TBSAFETY

8 1

1450’ 18

18 3

FDNSBASE ANCHOR

AB4FB2G

GA45GD

4

142265

625’

3/4TBE&J

12

7/16THH

6

BG2146

6


3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH TBSAFETY

8 1

1575’ 18

18 3

FDNSBASE ANCHOR

AB4FB2G

GA45GD

4

45GSR10

1

142265

675’

3/4TBE&J

12

7/16THH

6

BG2146

6


3 31 3



P/N: 45GSR130R160

160’ TOWER

148’24.0 17.7OR

196’

128’

5/16” EHS(1,120#)172’

115’

35’ 133’

75’148’ 1/4” EHS

(665#)

P/N: 45GSR130R170

170’ TOWER

158’23.4 17.3OR

208’

136’

185’125’

45’ 143’

85’160’ 1/4” EHS

(665#)

5/16” EHS(1,120#)

P/N: 45GSR130R190

190’ TOWER

178’22.3 16.5OR

234’

152’

210’

145’

35’

105’185’

5/16” EHS(1,120#)

165’

156’

65’ 1/4” EHS(665#)

P/N: 45GSR130R180

180’ TOWER

168’22.8 16.9OR

221’

144’

5/16” EHS(1,120#)197’

135’

55’ 154’

95’173’ 1/4” EHS

(665#)180’ ROHN 45GSR

Al l par ts shown in tableare included when order ing

Par t No: 45GSR130R180

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH TBSAFETY

9 1

1675’ 18

18 3

FDNSBASE ANCHOR

AB4FB2G

GA45GD

4

142265

725’

3/4TBE&J

12

7/16THH

6

BG2146

6


3 31 3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH TBSAFETY

9 1

2300’ 24

24 3

FDNSBASE ANCHOR

AB4FB2G

GA45GD

5

45GSR10

1

142265

750’

3/4TBE&J

15

7/16THH

6

BG2146

6


3 31 3








P/N: 45GSR130R240

240’ TOWER

228’20.2 15.0OR

298’

192’

1/4” EHS(665#)

269’

188’

35’

108’

75’

102’

122’5/16” EHS(1,120#)

247’

144’

155’

96’

P/N: 45GSR130R200

200’ TOWER

188’21.9 16.2OR

247’

160’

5/16” EHS(1,120#)218’

148’

35’

115’197’ 1/4” EHS

(665#)177’

164’

75’

P/N: 45GSR130R220

220’ TOWER

208’21.0 15.5OR

272’

176’

1/4” EHS(665#)

243’168’

55’

135’

222’95’

184’

200’

5/16” EHS(1,120#)





3/8” EHS(1,540#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS BG2144

3/8THH TBSAFETY

10 1

1725’ 18

18 3

FDNSBASE ANCHOR

AB4FB2G

GA45GD

5

142265

1500’

3/4TBE&J

15

7/16THH

12

BG2146

12


3 31 3

APL4A

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS 142261

BG2146 1/2THH

10 1

1950’ 875’

6 6

FDNSBASE ANCHOR

AB4FB2G

GA45GD

4

142265

775’

7/16THH

6

BG2147

6

BG2144

18


3 31 3

APL4A

1

3/8THH TBSAFETY

18 3

3/4TBE&J

15

5/8S

3



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS 142261

BG2146 1/2THH

11 1

1500’ 950’

12 6

BASE INNERANCHOR

AB3FB2G

GA45GD

5

142265

1325’

7/16THH

12

BG2147

6

BG2144

18


6 62 3

APL4A

1

3/8THH TBSAFETY

18 6

5/8TBE&J

18

5/8S

3

3/8” EHS(1,540#)

OUTERANCHOR

AB4

45GSR20L82*

1

45GSR20L82*

1

* Guy lug section required for 3/8” guys.








TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS 142261

BG2146 1/2THH

12 1

1750’ 1050’

12 6

BASE INNERANCHOR

AB3FB2G

GA45GD

5

142265

1500’

7/16THH

12

BG2147

6

BG2144

18


6 62 3

APL4A

1

3/8THH TBSAFETY

18 6

5/8TBE&J

18

5/8S

3

OUTERANCHOR

AB4

45GSR20L82*

1

P/N: 45GSR130R260

260’ TOWER

248’19.6 14.6OR

324’

208’

3/8” EHS(1,540#)294’

208’

55’

128’

95’

125’147’

1/4” EHS(665#)

272’

170’

175’

112’

P/N: 45GSR130R280

280’ TOWER

268’19.0 14.3OR

349’

224’

3/8” EHS(1,540#)320’

228’

75’

148’

115’

122’150’

1/4” EHS(665#)

292’

268’

188’

96’35’

102’

P/N: 45GSR130R300

300’ TOWER

288’18.4 14.0OR

375’

240’

1/4” EHS(665#)

345’

248’

95’

168’

135’

147’175’

3/8” EHS(1,540#)

318’

293’

208’

112’55’

125’



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS 142261

BG2146 1/2THH

13 1

1200’ 1125’

18 6

BASE INNERANCHOR

AB3FB2G

GA45GD

6

142265

2800’

7/16THH

18

BG2147

6

BG2144

18


6 62 3

APL4A

1

3/8THH TBSAFETY

18 6

3/4TBE&J

21

5/8S

3

OUTERANCHOR

AB5

45GSR20L82*

15/16” EHS(1,120#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS 142261

BG2146 1/2THH

14 1

1425’ 1200’

18 6

BASE INNERANCHOR

AB3FB3G

GA45GD

6

142265

3050’

7/16THH

18

BG2147

6

BG2144

18


6 62 3

APL4A

1

3/8THH TBSAFETY

18 6

3/4TBE&J

21

5/8S

3

OUTERANCHOR

AB5

45GSR20L82*

1

5/16” EHS(1,120#)

5/16” EHS(1,120#)









TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS 142261

BG2146 1/2THH

14 1

1450’ 2475’

18 12

BASE INNERANCHOR

AB3FB3G

GA45GD

6

142265

2750’

7/16THH

18

BG2147

12

BG2144

18


6 62 3

APL4A

1

3/8THH TBSAFETY

18 6

3/4TBE&J

24

5/8S

6

OUTERANCHOR

AB5

45GSR20L82*

2

P/N: 45GSR130R320

320’ TOWER

308’17.8 13.8OR

400’

256’

3/8” EHS(1,540#)371’

268’

75’

188’

148’

1/4” EHS(665#)

343’

318’

228’

128’35’

133’

115’

148’

196’172’

P/N: 45GSR130R340

340’ TOWER

328’17.4 12.5OR

426’

272’

3/8” EHS(1,540#)396’

288’

95’

208’

168’

1/4” EHS(665#)

368’

342’

248’

144’55’

154’

135’

173’

221’197’



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


45GSR20 45GSRSB

1/4EHS 142261

BG2146 1/2THH

14 1

1675’ 3800’

12 18

BASE INNERANCHOR

AB4FB3G

GA45GD

5

142265

1800’

7/16THH

12

BG2147

18

BG2144

18


6 62 3

APL4A

1

3/8THH TBSAFETY

18 6

3/4TBE&J

24

5/8S

9

OUTERANCHOR

AB5

45GSR20L82*

3

5/16” EHS(1,120#)

5/16” EHS(1,120#)



TAPERED BASE45GSRTBPP*

FOR USE WITH PIER PIN (3/4X12PP) ANDBEARING PLATE (BP6) SOLD SEPARATELY.

MID BEACON PLATE/ ICE SHIELDAPL1258UM

3’ SIDE ARM WITH (2) TIE BACKSKY1653A

MOUNTING TUBE PROVIDED IS 3’ LONG,2 - 3/8” O.D.





17”

Beacon Plate

Ice Shield

LEG MOUNTED BEACON PLATE KIT

APL4AFOR MOUNTING BEACON ORLIGHTNING ROD. BOLTS TO

TOP OF STANDARD SECTION. INCLUDES BEACON PLATE,

(2) CAP PLATES, NUTS AND BOLTS.

LIGHTNING RODPLATE KIT

VW132INCLUDES: LIGHTNING ROD PLATE,

NUTS AND BOLTS.

LIGHTNING RODLRCL

5’ COPPER CLADORDERED SEPARATELY.

4.3’ SHORT BASE45GSRSB


Refer to pages 63-65 for the following accessories that also �t the 45GSR tower:

• Pier Pin (3/4x12PP)• Side Arm Bracket (SA253UA)• Dish Mount (VY4311A2 & VY4311A)• Face Mount (DM45G2 & DM454)• Universal House Bracket (HBUTVRO)• Torque Bar (TB45D)• Guy Bracket (GA45GD)

• Anti-Climb Panels (VW913A)• Work Platform (WP45G)• Safety Ring (SR245)• Climbing Harness (TTFBH-4D & TTFBH-C/P)• Safety Cable Slider (TT-WG-500-W/SMC)• Safety Cable System (See page 65 for P/N)




AGK1GGX

REV GBASE GROUNDING

BGK3GGX


3/8”

2”

12”


GAC3455TOP

1/2”

2 1/2”

12”

120”


GAC5655TOP

81”

3/4”

3”

12”

168”


GAC5755TOP

11/16”

13/16”

15/16”

4” x 4” x 3/8” angle

5” x 5” x 3/8” angle




5” x 5” x 3/8” angle

Ground Wire

Ground Rod Clamp

Ground Rod

Clamp

6” Min.


Ground Wire






C

B

A

Ground Line

D

Anchor rod

o



Block

AB2

AB3

AB4

AB5

AB6

A

4’ - 0”

6’ - 0”

6‘ - 0”

8’ - 0”

8’ - 0”







B

1‘ - 6”

1’ - 6”

1’ - 6”

2’ - 0”

2’ - 0”

C

4‘ - 0“

3’ - 0”

4‘ - 0“

3’ - 0”

4’ - 0”












D

6’ - 0”

6’ - 0”

9’ - 0”

10’ - 0”

10’ - 0”


#3 @ 12” O.C.

#3 @ 12” O.C.

#4 @ 12” O.C.

#4 @ 12” O.C.

#4 @ 12” O.C.




Refer to pages 95-96 for anchor rod installation angles.





120o

Ground Line


Tower Height

40’50’60’70’80’90’

100’110’120’130’140’150’160’170’180’190’200’220’240’260’280’300’320’340’

Inner RodNumber

GAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOP

InnerRod

Angle484949444344444242424240404041404040384038403738

45GSR | 90MPH

Outer RodNumber

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

GAC3455TOPGAC3455TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOP

OuterRod

Angle------------------

464644444545

Tower Height

40’50’60’70’80’90’

100’110’120’130’140’150’160’170’180’190’200’220’240’260’280’300’320’340’

Inner RodNumber


InnerRod

Angle484949434243444141414240404040404040394039404040

45GSR | 110MPH

Outer RodNumber

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


OuterRod

Angle------------------

454543444444

See the following page for 45GSR | 130mph anchor rod slopes.






Tower Height

40’50’60’70’80’90’

100’110’120’130’140’150’160’170’180’190’200’220’240’260’280’300’320’340’

Inner RodNumber


InnerRod

Angle484845424243434040414139383939373838404138393738

45GSR | 130MPH

Outer RodNumber

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


OuterRod

Angle------------------

454542434343

120o

Ground Line






S T A N D A R D M A T F O U N D A T I O NF O R 4 5 G S R T O W E R S

Base

FB1G

FB2G

FB3G

Mat Width(W)

4’ - 6”

5‘-3“

6’-3”


3.0

4.1

5.8

Grade

W(Square) No. 7 Bars 12” O.C., each

way, top and bottom

4’ 0”

2” min. projection abovethe �nished concrete

45GSR Tower Section or Short Base Section,placed with center of tower at center offoundation

0” to 3”

6”



S T A N D A R D M E T E O R O L O G I C A L T O W E R S


60MMET4 Guy Elevations

1 Fixed Base Foundation1 Anchor Radius

ANSI/TIA-222-G110 MPH - 3 Second Gust (No Ice)

50 MPH - 3 Second Gust (3/4” Radial Ice)Structure Class II

Exposure Category CTopographic Category I


1 Fixed Base Foundation1 Anchor Radius





1 Fixed Base Foundation2 Anchor Radii




80 m

100 m

250’

198’

148’

98’

48’

190’

148‘

98’

48’

197’

262’

331’

318’

268’

218’

158’

98’

48’

Complete Kit Includes:- Assembly and foundation drawings- All necessary tower sections- Tower short base- All guy wire and connectors- All guy anchors- Base and anchor grounding kits

60 m

EPA / WT.(no ice)

9.00 sq. ft. / 200 lbs.9.00 sq. ft. / 200 lbs.9.00 sq. ft. / 200 lbs.

EPA / WT.(3/4” radial ice)


40 m50 m60 m

BoomHeight

EPA / WT.(no ice)




60 m70 m80 m

BoomHeight

EPA / WT.(no ice)




50 m75 m

100 m

BoomHeight

Tower design assumes (1) elevator track over height of structure.

STANDARD SECTION45GSR10 - 10’ Section45GSR20 - 20’ Section

14 1/2”9 21/32”

16 3/4”

Double bracedsections provided

where required.




S T A N D A R D 4 5 G S R M E T E O R O L O G I C A L T O W E R


1 1/4” O.D.Solid Round

7/16” or 5/8” O.D. Solid Bracing

156

210

106 / 264

TowerHeight

(m)

FB2G

FB3G

FB3G

BaseFoundation

No.

Guy Radius (ft.)120 separationo

AB4

AB5

AB2 / AB6

AnchorFoundation

No.

60

80

100

Refer to page 288 for anchor rod details. FOR FOUNDATION INFORMATION, PLEASE SEE PAGES 94 & 97. FOR GENERAL INSTALLATION INFORMATION, PLEASE SEE PAGES 147-153.

4.3’ 45GSR SHORT BASE45GSRSB

TO BE EMBEDDED IN CONCRETE.

1 1/4” O.D. Solid Round



CAUTION







REV. G

includes

REV. F &

GENERAL USE

The 55G lends itself to a wide variety of uses,particularly where unusual wind loading andheight requirements exist. The 55G was designedto provide excellent strength in heights up to400’.

FEATURES

• Completely hot-dip galvanized after fabrication• Built on a 17” equilateral triangle design• High strength tubular legs joined by Zig-Zag®


55G

1 1/2” O.D.(11 GA.)





101

9 13/16”

7/16” O.D. Solid Bracing


17”PARTS & ACCESSORIES PAGES 115-116GROUNDING INFORMATION PAGE 117FOUNDATION INFORMATION PAGES 117-120

QUICK REFERENCE14 3/4”


FOR USE WITH 3/4X12PP PIER PINEMBEDDED IN CONCRETE.





TOP PLATEAPL55G

FOR MOUNTING BEACON OR LIGHTNING ROD. TOP PLATE BOLTS TO THE TOP OF

A STANDARD SECTION.




P/N 55G90R100

117’

90’

85’

42’

80’

3/16” EHS(399#)

30.4

32.0

39.0







9 0 M P H R E V . G [ 3 S E C O N D G U S T ]7 0 M P H R E V . F [ F A S T E S T M I L E ]


1/4” EHS(665#)

Guy Initial Tension


DESIGN NOTES:


PARTS LIST NOTES:



Design Criteria





P/N: 55G90R120

120’ TOWER

105’37.0 29.3OR

142’

96’

3/16” EHS(399#)

122’75’

35’ 102’

1/4” EHS(665#)

P/N: 55G90R100

100’ TOWER

85’39.0 30.4OR

117’

80’

1/4” EHS(665#)

90’42’

3/16” EHS(399#)

P/N: 55G90R110

110’ TOWER

95’37.9 29.8OR

129’

88’

1/4” EHS(665#)

100’47’

3/16” EHS(399#)

P/N: 55G90R130

130’ TOWER

115’36.1 28.7OR

155’

104’

3/16” EHS(399#)

129’76’

38’ 111’

1/4” EHS(665#)

P/N: 55G90R140

140’ TOWER

125’35.4 28.3OR

168’

112’

3/16” EHS(399#)

139’83’

41’ 119’

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


10 1 1 2

300’ 375’ 6 6 6

3 1 3



FDNSBASE ANCHOR

3/8THH

6 6

1/2TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH

AGK1GGX BGK2GGX

11 1 1 2

325’ 425’ 6 6 6

3 1 3



FDNSBASE ANCHOR

3/8THH

6 6

1/2TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH

AGK1GGX BGK2GGX

12 1 1 3

725’ 475’ 12 6 12

3 1 3



FDNSBASE ANCHOR

3/8THH

6 9

1/2TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH

AGK1GGX BGK2GGX

13 1 1 3

775’ 500’ 12 6 12

3 1 3



FDNSBASE ANCHOR

3/8THH

6 9

1/2TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH

AGK1GGX BGK2GGX

14 1 1 3

825’ 550’ 12 6 12

3 1 3



FDNSBASE ANCHOR

3/8THH

6 9

1/2TBE&J

CPC.5/.75

3

TBSAFETY

3

CPC.5/.75

3

TBSAFETY

3

TBSAFETY

3

CPC.5/.75

3

TBSAFETY

3

CPC.5/.75

3

TBSAFETY

3

CPC.5/.75

3

CB1G AB2

CB1G AB2

CB1G AB2

CB1G AB2

CB1G AB2

32.0

31.2

30.4

29.8

29.0

GAC3455TOP

GAC3455TOP

GAC3455TOP

GAC3455TOP

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1





P/N: 55G90R150

150’ TOWER

135’34.7 27.9OR

181’

120’

3/16” EHS(399#)

151’92’

45’ 128’

1/4” EHS(665#)

P/N: 55G90R160

160’ TOWER

145’33.9 27.5OR

193’

128’

3/16” EHS(399#)

160’96’

48’ 137’

1/4” EHS(665#)

P/N: 55G90R170

170’ TOWER

155’33.3 27.2OR

206’

136’

178’115’

37’ 141’

75’155’ 3/16” EHS

(399#)

1/4” EHS(665#)

P/N: 55G90R180

180’ TOWER

165’32.8 26.8OR

219’

144’

190’124’

42’ 150’

83’166’ 3/16” EHS

(399#)

1/4” EHS(665#)

P/N: 55G90R190

190’ TOWER

175’32.4 26.5OR

232’

152’

201’131’

43’ 158’

87’175’ 3/16” EHS

(399#)

5/16” EHS(1,120#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH

AGK1GGX BGK2GGX

15 1 1 3

900’ 600’ 12 6 12

3 1 3



FDNSBASE ANCHOR

3/8THH

6 9

1/2TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH

AGK1GGX BGK2GGX

16 1 1 3

950’ 625’ 12 6 12

3 1 3



FDNSBASE ANCHOR

3/8THH

6 9

1/2TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


17 1 1 4

1525’ 675’ 18 6 18

3 1 3



FDNSBASE ANCHOR

3/8THH

6 12

1/2TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


18 1 1 4

1625’ 700’ 18 6 18

3 1 3



FDNSBASE ANCHOR

3/8THH

6 12

1/2TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS142265 BG2142 BG2146 5/16THH


19 1 1 4

1700’ 750’ 18 6 18

3 1 3



FDNSBASE ANCHOR

7/16THH

6 12

5/8TBE&J

CPC.5/.75

3

TBSAFETY

3

CPC1/1.25

3

TBSAFETY

3

CPC.5/.75

3

TBSAFETY

3

CPC.5/.75

3

TBSAFETY

3

CPC.5/.75

3

TBSAFETY

3

CB2G AB2

CB2G AB2

CB2G AB2

CB2G AB2

CB2G AB3

28.6

28.0

27.4

27.0

26.6

GAC3455TOP

GAC3455TOP 3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1





P/N: 55G90R200

200’ TOWER

185’31.9 26.2OR

245’

160’

212’139’

47’ 167’

93’185’ 3/16” EHS

(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS 142265 BG2142 BG2146 5/16THH


20 1 1 4

1800’ 800’ 18 6 18

3 1 3



FDNSBASE ANCHOR

7/16THH

6 12

5/8TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS 142265 BG2142 BG2146 5/16THH


22 1 1 5

2650’ 875’ 24 6 24

3 1 3



FDNSBASE ANCHOR

7/16THH

6 15

3/4TBE&J

P/N: 55G90R220

220’ TOWER

205’31.1 25.7OR

270’

176’

241’

164’

41’

123’215’

3/16” EHS(399#)

194’

181’

82’5/16” EHS(1,120#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS 142265 BG2142 BG2146 5/16THH

AGK1GGX BGK2GGX

24 1 1 5

2900’ 950’ 24 6 24

3 1 3



FDNSBASE ANCHOR

7/16THH

6 15

3/4TBE&J

P/N: 55G90R240

240’ TOWER

225’30.3 25.3OR

296’

192’

265’

182’

45’

135’235’

3/16” EHS(399#)

213’

197’

92’

5/16” EHS(1,120#)

CPC1.5/2

3

TBSAFETY

3

CPC1.5/2

3

TBSAFETY

3

CPC1/1.25

3

TBSAFETY

3



P/N: 55G90R260

260’ TOWER

245’29.6 24.8OR

321’

208’

5/16” EHS(1,120#)

202’

42’

162’

122’

77’104’

3/16” EHS(399#)

64’

82’241’

264’

290’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



GAC5655TOP BGK2GGX

CPC.5/.75

26 1 1 6

3

3 3

3/16EHS

3125’

7/16THH

6

142265

1025’

BG2142

30

1/2TBE&J

6

BG2146

6

5/8TBE&J

12

5/16THH

30

CPC1/1.25

3

AGK1GGX

23

CB2G AB3

CB2G AB3

CB3G AB3

BASE INNERANCHOR

CB3G

OUTERANCHOR

AB3AB2

24.2

23.4

22.8

22.2

5/16” EHS(1,120#)

GAC5755TOP

GAC3455TOP TBSAFETY

6

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1







P/N: 55G90R280

280’ TOWER

265’29.0 24.4OR

347’

224’

5/16” EHS(1,120#)

222’

43’

175’

132’

82’110’

3/16” EHS(399#)

70’

85’260’

284’

315’



P/N: 55G90R300

300’ TOWER

285’28.4 24.1OR

373’

240’

5/16” EHS(1,120#)

242’

42’

202’162’ 3/16” EHS

(399#)

100’

82’

290’

314’

341’

108’129’158’

122’



P/N: 55G90R320

320’ TOWER

305’27.9 23.8OR

398’

256’

5/16” EHS(1,120#)

262’

42’

215’172’ 3/16” EHS

(399#)

100’

82’

308’

334’

366’

108’129’160’

125’



P/N: 55G90R340

340’ TOWER

325’27.4 23.5OR

424’

272’

5/16” EHS(1,120#)

282’

42’

202’162’ 3/16” EHS

(399#)

96’

82’

317’

364’

105’126’155’

122’

339’

392’242’

21.8

21.2

20.8

20.4

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



GAC5655TOP BGK2GGX

CPC.5/.75

28 1 1 6

3

3 3

3/16EHS

3350

7/16THH

6

142265

1125’

BG2142

30

1/2TBE&J

6

BG2146

6

5/8TBE&J

12

5/16THH

30

CPC1/1.25

3

AGK1GGX

23

BASE INNERANCHOR

CB4G

OUTERANCHOR

AB3AB2

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

CPC.5/.75

30 1 1 7

3

3 3

3/16EHS

4275’

7/16THH

6

142265

1200’

BG2142

36

1/2TBE&J

9

BG2146

6

5/8TBE&J

12

5/16THH

36

TBSAFETY

6

AGK1GGX

23

BASE INNERANCHOR

CB4G

OUTERANCHOR

AB3AB2

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX CPC.5/.75

32 1 1 7

33 3

3/16EHS

2250’

7/16THH

6

1/4EHS

2250’

BG2142

24

1/2TBE&J

9

BG2146

6

5/8TBE&J

12

BG2144

12

TBSAFETY

6

AGK1GGX

23

BASE INNERANCHOR

CB4G

OUTERANCHOR

AB3AB2

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX CPC.5/.75

34 1 1 8

33 3

3/16EHS

3325’

7/16THH

6

142265

1350’

BG2142

30

1/2TBE&J

9

BG2146

6

5/8TBE&J

15

5/16THH

30

TBSAFETY

6

AGK1GGX

23

BASE INNERANCHOR

CB4G

OUTERANCHOR

AB3AB2

142265

1275’1/4” EHS(665#)

1/4” EHS(665#)

1/4EHS

2425’

GAC3455TOP

GAC5655TOPGAC3455TOP



TBSAFETY

6

CPC1/1.25

3

3/8THH

12

5/16THH

24

CPC1/1.25

3

CPC1/1.25

3

3/8THH

12

BG2144

12

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1







P/N: 55G90R360

360’ TOWER

345’27.0 23.2OR

449’

288’

5/16” EHS(1,120#)

302’

42’

212’168’ 3/16” EHS

(399#)

100’

84’

333’

385’

108’131’161’

126’

358’

417’255’

1/4” EHS(665#)



P/N: 55G90R380

380’ TOWER

365’26.6 22.9OR

475’

304’

5/16” EHS(1,120#)

319’

45’

227’181’ 3/16” EHS

(399#)

110’

92’

354’

409’

119’143’174’

135’

379’

441’273’

1/4” EHS(665#)

P/N: 55G90R400

400’ TOWER

385’26.1 22.7OR

501’

320’

5/16” EHS(1,120#)

335’

46’

235’185’ 3/16” EHS

(399#)

120’

92’

370’

429’

129’151’183’

138’

397’

463’285’

1/4” EHS(665#)

20.0

19.6

19.2

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX CPC.5/.75

36 1 1 8

33 3

3/16EHS

3475’

5/16THH

30

1/4EHS

2575’

3/8THH

12

142265

1450’

7/16THH

6

BG2142

30

BG2144

12

1/2TBE&J

9

AGK1GGX

23

APL1258UM

2

BG2146

6

5/8TBE&J

15

BASE INNERANCHOR

CB5G

OUTERANCHOR

AB4AB2

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX CPC.5/.75

38 1 1 8

33

3/16EHS

3175’

5/16THH

24

1/4EHS

3275’

3/8THH

18

142265

1525’

7/16THH

6

BG2142

24

BG2144

18

15

AGK1GGX

23

APL1258UM

2

BG2146

6

5/8TBE&J

BASE INNERANCHOR

CB5G

OUTERANCHOR

AB4AB2



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX CPC.5/.75

40 1 1 8

33

3/16EHS

2075’

5/16THH

18

1/4EHS

4700’

3/8THH

24

142265

1600’

7/16THH

6

BG2142

18

BG2144

24

9

AGK1GGX

2

APL1258UM

2

BG2146

6

1/2TBE&J

BASE INNERANCHOR

CB5G

OUTERANCHOR

AB4AB2

TBSAFETY

6

1/2TBE&J

9

TBSAFETY

6



3

3


3

TBSAFETY

6

15

5/8TBE&J

CPC1/1.25

3

CPC1/1.25

3

CPC1/1.25

3

3/4x12PP

1

3/4x12PP

1





P/N: 55G110R120

120’ TOWER

115’24.8 19.6OR

150’

96’

3/16” EHS(399#)

123’77’

38’ 103’

1/4” EHS(665#)

P/N: 55G110R130

130’ TOWER

125’24.2 19.2OR

163’

104’

3/16” EHS(399#)

133’83’

42’ 112’

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


10 1 1 3

600’ 400’ 12 6 12

3 1 3



FDNSBASE ANCHOR

3/8THH

6 9

1/2TBE&J

3

TBSAFETY

3P/N: 55G110R100

100’ TOWER

95’26.1 20.4OR

124’

80’

3/16” EHS(399#)

102’63’

33’ 87’

1/4” EHS(665#)

P/N: 55G110R110

110’ TOWER

105’25.4 19.9OR

137’

88’

3/16” EHS(399#)

114’72’

35’ 95’

1/4” EHS(665#)

P/N: 55G110R140

140’ TOWER

135’23.6 18.9OR

175’

112’

151’101’

34’ 117’

67’131’ 3/16” EHS

(399#)

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


11 1 1 3

675’ 450’ 12 6 12

3 1 3



FDNSBASE ANCHOR

3/8THH

6 9

1/2TBE&J

3

TBSAFETY

3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


12 1 1 3

725’ 500’ 12 6 12

3 1 3



FDNSBASE ANCHOR

3/8THH

6 9

1/2TBE&J

3

TBSAFETY

3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


13 1 1 3

800’ 525’ 12 6 12

3 1 3



FDNSBASE ANCHOR

3/8THH

6 9

1/2TBE&J

3

TBSAFETY

3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


14 1 1 4

1275’ 575’ 18 6 18

3 1 3



FDNSBASE ANCHOR

3/8THH

6 12

1/2TBE&J

3

TBSAFETY

3

CB1G AB2

CB1G AB2

CB2G AB2

CB2G AB2

CB2G AB2

19.2

18.6

18.2

17.8

17.2

CPC.5/.75

CPC.5/.75

CPC.5/.75

CPC.5/.75

CPC.5/.75 3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1





P/N: 55G110R150

150’ TOWER

145’23.2 18.7OR

188’

120’

161’108’

36’ 125’

72’140’ 3/16” EHS

(399#)

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


15 1 1 4

1375’ 600’ 18 6 18

3 1 3



FDNSBASE ANCHOR

3/8THH

6 12

5/8TBE&J

3

TBSAFETY

3

P/N: 55G110R180

180’ TOWER

175’22.0 18.0OR

227’

144’

202’

142’

35’

105’178’

3/16” EHS(399#)

161’

148’

72’

1/4” EHS(665#)

P/N: 55G110R160

160’ TOWER

155’22.8 18.4OR

201’

128’

173’116’

39’ 134’

78’150’ 3/16” EHS

(399#)

5/16” EHS(1,120#)

P/N: 55G110R170

170’ TOWER

165’22.4 18.2OR

214’

136’

184’124’

41’ 142’

83’159’ 3/16” EHS

(399#)

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


17 1 1 4

975’ 1275’ 12 12 12

3 1 3



FDNSBASE ANCHOR

3/8THH

12 12

5/8TBE&J

3

TBSAFETY

3

P/N: 55G110R190

190’ TOWER

185’21.7 17.8OR

239’

152’

212’

148’

37’

111’188’

3/16” EHS(399#)

169’

156’

74’

5/16” EHS(1,120#)

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS 142265 BG2142 BG2146 5/16THH


16 1 1 4

1475’ 650’ 18 6 18

3 1 3



FDNSBASE ANCHOR

7/16THH

6 12

5/8TBE&J

3

TBSAFETY

3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



3/16EHS1/4EHS BG2142 BG2144 5/16THH


18 1 1 5

1550’ 1375’ 18 12 18

3 1 3



FDNSBASE ANCHOR

3/8THH

12 15

5/8TBE&J

3

TBSAFETY

3



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

19 1 1 5

33

FDNSBASE ANCHOR

3/16EHS

1650’

5/16THH

18

1/4EHS

675’

3/8THH

6

142265

775’

7/16THH

6

BG2142

18

5/8TBE&J

15

BG2144

6

AGK1GGX

1

GAC5655TOP

3

BG2146

6

TBSAFETY

3

CB2G AB3

CB2G AB3

CB2G AB3

CB3G AB3

CB3G AB315.6

15.8

16.2

16.4

16.8

CPC1/1.25

CPC1/1.25

CPC1/1.25

CPC1/1.25

CPC1/1.25 3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1





P/N: 55G110R200

200’ TOWER

195’21.4 17.6OR

252’

160’

223’

156’

39’

117’198’

3/16” EHS(399#)

178’

165’

78’

5/16” EHS(1,120#)

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

20 1 1 5

33

FDNSBASE ANCHOR

3/16EHS

1750’

5/16THH

18

1/4EHS

725’

3/8THH

6

142265

825’

7/16THH

6

BG2142

18

BG2144

6

AGK1GGX

1

GAC5655TOP

3

BG2146

6

5/8TBE&J

15

TBSAFETY

3



P/N: 55G110R220

220’ TOWER

215’20.8 17.2OR

278’

176’

5/16” EHS(1,120#)

182’

36’

145’

112’

70’94’

3/16” EHS(399#)

60’

73’209’

228’

253’

1/4” EHS(665#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

22 1 1 6

33

3/16EHS

1925’

5/16THH

24

1/4EHS

825’

3/8THH

6

142265

900’

7/16THH

6

BG2142

24

BG2144

6

AGK1GGX

2

GAC5655TOP

3

BG2146

6

1/2TBE&J

6

TBSAFETY

6

5/8TBE&J

12

3

P/N: 55G110R240

240’ TOWER

235’20.3 16.9OR

303’

192’

5/16” EHS(1,120#)

201’

33’

167’133’ 3/16” EHS

(399#)

80’

66’

234’

254’

278’

87’104’127’

99’



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

24 1 1 7

3

3/16EHS

1775’

5/16THH

24

1/4EHS

1700’

3/8THH

12

142265

975’

7/16THH

6

BG2142

24

BG2144

12

AGK1GGX

23

BG2146

6

1/2TBE&J

9

TBSAFETY

6

5/8TBE&J

12

3

P/N: 55G110R260

260’ TOWER

255’19.8 16.6OR

329’

208’

5/16” EHS(1,120#)

219’

38’

183’147’ 3/16” EHS

(399#)

88’

75’

255’

277’

302’

96’116’142’

111’

1/4” EHS(665#)

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

26 1 1 7

33

3/16EHS

1500’

5/16THH

18

1/4EHS

2300’

3/8THH

18

142265

1050’

7/16THH

6

BG2142

18

BG2144

18

AGK1GGX

23

BG2146

6

1/2TBE&J

9

TBSAFETY

6

5/8TBE&J

12

3

CB3G AB313.2

12.8

12.4

12.0

BASE INNERANCHOR

CB4G

OUTERANCHOR

AB3AB2

BASE INNERANCHOR

CB4G

OUTERANCHOR

AB3AB2

BASE INNERANCHOR

CB5G

OUTERANCHOR

AB3AB2

CPC1/1.25

CPC.5/.75

CPC.5/.75

CPC.5/.75

GAC3455TOP



3

CPC1/1.25

3

CPC1/1.25

3

3

CPC1/1.25

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1





P/N: 55G110R280

280’ TOWER

275’19.4 16.4OR

355’

224’

5/16” EHS(1,120#)

241’

35’

173’139’ 3/16” EHS

(399#)

84’

71’

264’

305’

91’110’134’

105’

283’

329’207’

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

28 1 1 8

33

3/16EHS

2825’

5/16THH

30

1/4EHS

2025’

3/8THH

12

142265

1150’

7/16THH

6

BG2142

30

1/2TBE&J

9

BG2144

12

AGK1GGX

23

BG2146

6

TBSAFETY

6

5/8TBE&J

15

3

P/N: 55G110R300

300’ TOWER

295’19.0 16.1OR

380’

240’

5/16” EHS(1,120#)

259’

41’

187’151’ 3/16” EHS

(399#)

100’

79’

284’

328’

108’127’152’

115’

304’

353’223’

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

30 1 1 8

33

3/16EHS

1675’

5/16THH

18

1/4EHS

2500’

3/8THH

18

142265

2350’

7/16THH

12

BG2142

18

1/2TBE&J

9

BG2144

18

AGK1GGX

23

BG2146

12

TBSAFETY

6

5/8TBE&J

15

3

11.6

BASE INNERANCHOR

CB5G

OUTERANCHOR

AB4AB2

BASE INNERANCHOR

CB5G

OUTERANCHOR

AB4AB211.2

CPC.5/.75

CPC.5/.75



3

CPC1/1.25

3

CPC1/1.25 3/4x12PP

1

3/4x12PP

1





P/N: 55G130R100

100’ TOWER

95’18.7 14.6OR

124’

80’

3/16” EHS(399#)

102’63’

33’ 87’

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

10 1 1 3

33

FDNSBASE ANCHOR

3/16EHS

300’

5/16THH

6

1/4EHS

325’

3/8THH

6

142265

400’

7/16THH

6

BG2142

6

1/2TBE&J

6

BG2144

6

AGK1GGX

1

BG2146

6

TBSAFETY

3

5/8TBE&J

3

3

5/16” EHS(1120#)

P/N: 55G130R110

110’ TOWER

105’18.2 14.2OR

137’

88’

3/16” EHS(399#)

114’72’

35’ 95’

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

11 1 1 3

33

FDNSBASE ANCHOR

3/16EHS

325’

5/16THH

6

1/4EHS

375’

3/8THH

6

142265

450’

7/16THH

6

BG2142

6

BG2144

6

AGK1GGX

1

BG2146

6

TBSAFETY

3

5/8TBE&J

9

GAC5655TOP

3

5/16” EHS(1120#)

P/N: 55G130R120

120’ TOWER

115’17.7 14.0OR

150’

96’

3/16” EHS(399#)

123’77’

38’ 103’

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

12 1 1 3

33

FDNSBASE ANCHOR

3/16EHS

350’

5/16THH

6

1/4EHS

400’

3/8THH

6

142265

500’

7/16THH

6

BG2142

6

BG2144

6

AGK1GGX

1

BG2146

6

TBSAFETY

3

5/8TBE&J

9

GAC5655TOP

3

5/16” EHS(1120#)

P/N: 55G130R130

130’ TOWER

125’17.3 13.8OR

163’

104’

133’83’

42’ 112’

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

13 1 1 3

33

FDNSBASE ANCHOR

1/4EHS

800’

3/8THH

12

142265

525’

7/16THH

6

BG2144

12

AGK1GGX

1

BG2146

6

TBSAFETY

3

5/8TBE&J

9

GAC5655TOP

3

5/16” EHS(1120#)

CB2G AB2

CB2G AB3

CB2G AB3

CB2G AB3

18.0

16.0

14.0

12.0

GAC3455TOP

CPC1/1.25

CPC1/1.25

CPC1/1.25

CPC.5/.75

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1





140’ ROHN 55GAl l parts shown intable are inc luded

when order ingPart No: 55G130R140

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

14 1 1 4

33

FDNSBASE ANCHOR

3/16EHS

375’

5/16THH

6

1/4EHS

900’

3/8THH

12

142265

575’

7/16THH

6

BG2142

6

BG2144

12

AGK1GGX

1

BG2146

6

TBSAFETY

3

5/8TBE&J

12

GAC5655TOP

3

P/N: 55G130R140

140’ TOWER

135’16.9 13.6OR

175’

112’

151’101’

34’ 117’

67’131’ 3/16” EHS

(399#)

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

15 1 1 4

33

FDNSBASE ANCHOR

3/16EHS

400’

5/16THH

6

1/4EHS

975’

3/8THH

12

142265

600’

7/16THH

6

BG2142

6

BG2144

12

AGK1GGX

1

BG2146

6

TBSAFETY

3

5/8TBE&J

12

GAC5655TOP

3

P/N: 55G130R150

150’ TOWER

145’16.6 13.4OR

188’

120’

161’108’

36’ 125’

72’140’ 3/16” EHS

(399#)

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

16 1 1 4

33

FDNSBASE ANCHOR

3/16EHS

450’

5/16THH

6

1/4EHS

1050’

3/8THH

12

142265

650’

7/16THH

6

BG2142

6

BG2144

12

AGK1GGX

1

BG2146

6

TBSAFETY

3

5/8TBE&J

12

GAC5655TOP

3

P/N: 55G130R160

160’ TOWER

155’16.3 13.2OR

201’

128’

173’116’

39’ 134’

78’150’ 3/16” EHS

(399#)

1/4” EHS(665#)



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

17 1 1 4

33

FDNSBASE ANCHOR

3/16EHS

475’

5/16THH

6

1/4EHS

1100’

3/8THH

12

142265

700’

7/16THH

6

BG2142

6

3/4TBE&J

12

BG2144

12

AGK1GGX

1

BG2146

6

TBSAFETY

3

GAC5755TOP

3

5/16” EHS(1120#)

5/16” EHS(1120#)

5/16” EHS(1120#)

P/N: 55G130R170

170’ TOWER

165’16.0 13.0OR

214’

136’

184’124’

41’ 142’

83’159’ 3/16” EHS

(399#)

1/4” EHS(665#)

5/16” EHS(1120#)

CB3G AB3

CB3G AB3

CB3G AB3

CB3G AB4

11.0

10.0

9.8

9.6

CPC1.5/2

CPC1/1.25

CPC1/1.25

CPC1/1.25 3/4x12PP

1

3/4x12PP

1

3/4x12PP

1

3/4x12PP

1







TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

18 1 1 5

33

FDNSBASE ANCHOR

3/16EHS

1000’

5/16THH

12

1/4EHS

1225’

3/8THH

12

142265

725’

7/16THH

6

BG2142

12

3/4TBE&J

15

BG2144

12

AGK1GGX

1

BG2146

6

TBSAFETY

3

GAC5755TOP

3

P/N: 55G130R180

180’ TOWER

175’15.8 12.9OR

227’

144’

202’

142’

35’

105’178’

3/16” EHS(399#)161’

148’

72’

5/16” EHS(1120#)

1/4” EHS(665#)

P/N: 55G130R190

190’ TOWER

185’15.5 12.7OR

239’

152’

215’

152’

41’

115’191’

173’

157’

82’

5/16” EHS(1120#)

1/4” EHS(665#) 190’ ROHN 55G

Al l par ts shown intable are inc luded


TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX

19 1 1 5

33

FDNSBASE ANCHOR

1/4EHS

2350’

3/8THH

24

142265

775’

7/16THH

6

3/4TBE&J

15

BG2144

24

AGK1GGX

1

BG2146

6

TBSAFETY

3

GAC5755TOP

3

CB3G AB4

CB4G AB49.0

9.2

CPC1.5/2

CPC1.5/2

3/4x12PP

1

3/4x12PP

1



BEARING PLATEBPL55G

CONVERTS STANDARD SECTION TO ATOP SECTION. HOLE PATTERN FITS

TB3 (2” O.D.) AND TB4 (3” O.D.) THRUSTBEARING.






FACE MOUNTDM55G2 - 2 3/8” O.D. 5’ LONGDM554 - 4 1/2” O.D. 5’ LONG



TOP MOUNT55TDMKD - NO MAST

55TDM2S3KD - 2 3/8” O.D. MAST55TDM25S3KD - 2 7/8” O.D. MAST55TDM3S3KD - 3 1/2” O.D. MAST

55TDM35S3KD - 4” O.D. MAST55TDM4S3KD - 4 1/2” O.D. MAST

MOUNTING TUBE PROVIDED IS 7’.

TAPERED BASE*

55TG - STANDARD

55TGIA - USE WITH A4197L BASE INSULATOR

55TGIAA - USE WITH A4722B BASE INSULATOR

INSULATOR AND PIER PIN MUST BE ORDEREDSEPARATELY.

TOP PLATEAPL55G

FOR MOUNTING BEACON OR LIGHTNING ROD.

LIGHTNING RODLRCL

5’ COPPER CLAD, MOUNTS TO APL55G.

PIER PIN3/4X12PP




5’ SHORT BASESB55G






CONCRETE BASE PLATE IS TO BEUSED FOR BRACKETED ANDGUYED APPLICATIONS ONLY.


CLIMBING HARNESSTTFBH-4D

JOURNEYMAN HARNESSTTFBH-C/P

PROFESSIONAL HARNESS


TOWER HEIGHT

50’100’150’200’250’300’350’400’

PARTNUMBER

TT0504555TT1004555TT1504555TT2004555TT2504555TT3004555TT3504555TT4004555

SAFETY CABLESLIDER WITH CARABINEER

TT-WG-500-W/SMC





SAFETY RINGSR55


WORK PLATFORMWP55G

SNAPS INTO PLACE AT ANY LEVEL.NO BOLTS REQUIRED.

SAFETY CABLE SLIDER AND CLIMBINGHARNESS MUST BE ORDERED SEPARATELY.




THRUST BEARINGTB3 - SUPPORTS UP TO 2” O.D. MAST.TB4 - SUPPORTS UP TO 3” O.D. MAST.

MOUNTS TO BPL55G.

GUY BRACKETGA55GD

MOUNTS TO TOWER AT ANYHORIZONTAL BRACE.






TORQUE BARTB55D

OPTIONAL, FOR USE WITH GA55GD.REQUIRES (1) 3/8” SHACKLE

FOR EACH BAR.

ANTI-CLIMB PANELS455ACL3





AGK1GGX

REV GBASE GROUNDING

BGK2GGX


3/8”

2”

12”


GAC3455TOP

1/2”

2 1/2”

12”

120”


GAC5655TOP

81”

3/4”

3”

12”

168”


GAC5755TOP

11/16”

13/16”

15/16”

4” x 4” x 3/8” angle

5” x 5” x 3/8” angle




5” x 5” x 3/8” angle

Ground Wire

Ground Rod Clamp

Ground Rod

Clamp

6” Min.


Ground Wire






C

B

A

Ground Line

D

Anchor rod

o



Block

AB2

AB3

AB4

AB5

AB6

A

4’ - 0”

6’ - 0”

6‘ - 0”

8’ - 0”

8’ - 0”







B

1‘ - 6”

1’ - 6”

1’ - 6”

2’ - 0”

2’ - 0”

C

4‘ - 0“

3’ - 0”

4‘ - 0“

3’ - 0”

4’ - 0”












D

6’ - 0”

6’ - 0”

9’ - 0”

10’ - 0”

10’ - 0”


#3 @ 12” O.C.

#3 @ 12” O.C.

#4 @ 12” O.C.

#4 @ 12” O.C.

#4 @ 12” O.C.








120o

Ground Line


Tower Height

100’110’120’130’140’150’160’170’180’190’200’220’240’260’280’300’320’340’360’380’400’

Inner RodNumber

GAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC5655TOPGAC5655TOPGAC5755TOPGAC5755TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOP

InnerRod

Angle424240404039393838404038374342394040404038

55G | 90MPH

Outer RodNumber

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

GAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOP

OuterRod

Angle-------------

4242434342424242

Tower Height

100’110’120’130’140’150’160’170’180’190’200’220’240’260’280’300’

Inner RodNumber


InnerRod

Angle41404040383839383838384240414039

55G | 110MPH

Outer RodNumber

-----------

GAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOP

OuterRod

Angle-----------

4344444343

Tower Height

100’110’120’130’140’150’160’170’180’190’

RodNumber


RodAngle

41404040404040383837

55G | 130MPH






Base

CB1G*

CB2G

CB3G

CB4G

CB5G

A

2’ - 6”

3’ - 0”

3’ - 6”

4’ - 0”

2’ - 0”


(8) #7

(10) #7

(12) #7

(12) #8

(8) #6


Round Pier

1.0

1.2

1.6

2.1

1.1

B

2’ - 6”

3’ - 0”

3’ - 6”

4’ - 0”

4’ - 0”

C

N/A

N/A

N/A

N/A

1’ - 0”

Horiz. Barsin Pad

(No. & Size)

NONE

NONE

NONE

NONE

(5) #5(Total of 10)

D

4’ - 0”

4’ - 0”

4’ - 0”

4’ - 0”

4’ - 0”

E

N/A

N/A

N/A

N/A

3’ - 3”

F

N/A

N/A

N/A

N/A

1’ - 3”

AlternateSquarePier

PLAN VIEW

A

B




4” Projection

6”


Vertical re-bars equally spacedwith 90 hooks at bottom (for CB5G)

Roughen construction joint toa full amplitude of 1/4”

Foundation Pad

Horizontal reinforcing steel bars equally spacedeach way

C

E

D

F

ELEVATION VIEW

B

Pier Pin

Grade


A CL

LC


N O T E S







REV. G

includes

REV. F &

GENERAL USE

The 65G is designed to provide excellent rigidityand strength in applications up to 500’. This high strength design covers a wide variety of communication uses. The 65G is completely pre-fabricated in welded sections, allowing for quick and convenient installation.

FEATURES

• Completely hot-dip galvanized after fabrication• Built on a 24 1/4” equilateral triangle design• High strength tubular legs joined by Zig-Zag®


65G


CAUTION

1.90” O.D.(0.145” Wall)


6520G - 20’ Section




123

“


TAPERED BASE65TGH - 10’ Section




QUICK REFERENCE

21”14”

24 1/4”



1.90” O.D.(0.145” Wall)




P/N 65G90R100

122’

92’

92’

45’

80’

3/16” EHS(399#)

60.8

68.0

78.1







9 0 M P H R E V . G [ 3 S E C O N D G U S T ]7 0 M P H R E V . F [ F A S T E S T M I L E ]


5/16” EHS(1,120#)

Guy Initial Tension

This document is to serve as a guide for sizing and purchasing the 65G tower. Tower and foundation installations shouldbe performed by qualified and experienced personnel using assembly drawings provided with each tower.

DESIGN NOTES:


PARTS LIST NOTES:



Design Criteria

P/N: 65G90R130

130’ TOWER

120’72.3 57.3OR

159’

104’

5/16” EHS(1,120#)

120’60’

3/16” EHS(399#)

63.4

P/N: 65G90R120

120’ TOWER

112’73.9 58.5OR

148’

96’

5/16” EHS(1,120#)

111’55’

3/16” EHS(399#)

64.8





P/N: 65G90R100

100’ TOWER

92’78.0 60.8OR

122’

80’

5/16” EHS(1,120#)

92’45’

3/16” EHS(399#)

P/N: 65G90R110

110’ TOWER

100’75.8 59.6OR

133’

88’

5/16” EHS(1,120#)

102’52’

3/16” EHS(399#)

P/N: 65G90R140

140’ TOWER

129’70.7 56.6OR

171’

112’

3/16” EHS(399#)

141’86’

43’ 120’

5/16” EHS(1,120#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


65G 65TGH 6520G GA65GD

142265 3/16EHS BG2142 BG2146 5/16THH


1 1 4 2

400’ 300’ 6 6 6

3 1 3



FDNSBASE ANCHOR

7/16THH

6 3

1/2TBE&J

3

5/8TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


65TGH 6520G APL4HA GA65GD

142265 3/16EHSBG2142 BG2146 5/16THH

AGK1GGX BGK2GGX

1 5 1 2

425’ 325’ 6 6 6

3 1 3



FDNSBASE ANCHOR

7/16THH

6 3

1/2TBE&J

3

5/8TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


65G 65TGH 6520G GA65GD

142265 3/16EHS BG2142 BG2146 5/16THH

AGK1GGX BGK2GGX

1 1 5 2

475’ 375’ 6 6 6

3 1 3



FDNSBASE ANCHOR

7/16THH

6 3

1/2TBE&J

3

5/8TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


65TGH 6520G GA65GD APL4HA

142265 3/16EHS BG2142 BG2146 5/16THH

AGK1GGX BGK2GGX

1 6 2 1

525’ 400’ 6 6 6

3 1 3



FDNSBASE ANCHOR

7/16THH

6 3

1/2TBE&J

3

5/8TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


65G 65TGH 6520G APL4HA

142265 3/16EHS BG2142 BG2146 5/16THH

AGK1GGX BGK2GGX

1 1 6 1

550’ 850’ 12 6 12

3 1 3



FDNSBASE ANCHOR

7/16THH

6 3

1/2TBE&J

6

5/8TBE&J

CPC.5/.75

3

TBSAFETY

3

CPC.5/.75

3

TBSAFETY

3

TBSAFETY

3

CPC.5/.75

3

TBSAFETY

3

CPC.5/.75

3

TBSAFETY

3

CPC.5/.75

3

CB2G AB2

CB2G AB2

CB2G AB2

CB2G AB2

CB2G AB2

68.0

66.2

62.2

APL4HA

1

GAC3455TOP

APL4HA

1

GAC3455TOP

GAC3455TOP

GA65GD

3

GAC3455TOP

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

P/N: 65G90R180

180’ TOWER

168’65.6 53.7OR

221’

144’

3/16” EHS(399#)

182’112’

56’ 155’

5/16” EHS(1,120#)

1/4” EHS(665#)

P/N: 65G90R170

170’ TOWER

159’66.7 54.3OR

209’

136’

3/16” EHS(399#)

172’106’

53’ 146’

5/16” EHS(1,120#)

59.0





P/N: 65G90R150

150’ TOWER

138’69.4 55.8OR

183’

120’

3/16” EHS(399#)

151’92’

46’ 129’

5/16” EHS(1,120#)

P/N: 65G90R160

160’ TOWER

152’67.8 55.0OR

199’

128’

3/16” EHS(399#)

162’100’

52’ 138’

5/16” EHS(1,120#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142265 3/16EHS BG2142 BG2146 5/16THH


1 7 1 3

600’ 900’ 12 6 12

3 1 3



FDNSBASE ANCHOR

7/16THH

6 3

1/2TBE&J

6

5/8TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142265 3/16EHS BG2142 BG2146 5/16THH

AGK1GGX BGK2GGX

1 1 7 1

650’ 975’ 12 6 12

3 1 3



FDNSBASE ANCHOR

7/16THH

6 9

5/8TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142265 3/16EHS BG2142 BG2146 5/16THH


1 8 1 3

675’ 1025’ 12 6 12

3 1 3



FDNSBASE ANCHOR

7/16THH

6 9

5/8TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2146 5/8TBE&J 7/16THH

1 1 8 1

6 9 6



FDNSBASE ANCHOR

3/8THH

6

5/16THH

6

CPC.5/.75

3

TBSAFETY

3

CPC1/1.25

3

TBSAFETY

3

CPC1/1.25

3

TBSAFETY

3

CB2G AB2

CB2G AB3

CB3G AB3

CB3G AB3

61.0

60.0

58.2

GA65GD

3

GAC5655TOP



3 1 3

CPC1/1.25

3

TBSAFETY

3

142265 1/4EHS 3/16EHS

725’ 600’ 500’

BG2142

6

BG2144

6

GA65GD

3

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




1 9 1 3

63 3

142265

750’

BG2146

6

1/4EHS

625’

5/8TBE&J

9

3/16EHS

525’

7/16THH

6

BG2142

6

3/8THH

6

BG2144

6

5/16THH

6

AGK1GGX

1

TBSAFETY

3

BASE INNERANCHOR

CB3G AB3

P/N: 65G90R240

240’ TOWER

232’60.6 50.5OR

301’

192’

258’173’

58’ 201’

116’224’ 3/16” EHS

(399#)

1/4” EHS(665#)

5/16” EHS(1,120#)

P/N: 65G90R220

220’ TOWER

208’62.1 51.4OR

272’

176’

235’156’

52’ 184’

104’204’ 3/16” EHS

(399#)

1/4” EHS(665#)

5/16” EHS(1,120#)

P/N: 65G90R200

200’ TOWER

186’63.8 52.5OR

245’

160’

3/16” EHS(399#)

202’124’

62’ 172’

5/16” EHS(1,120#)

1/4” EHS(665#)











54.4

53.0

51.6

P/N: 65G90R190

190’ TOWER

180’64.8 53.1OR

236’

152’

3/16” EHS(399#)

194’120’

60’ 163’

5/16” EHS(1,120#)

1/4” EHS(665#)



57.2

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2146 5/8TBE&J 7/16THH

1 1 9 1

6 9 6

FDNSBASE ANCHOR

3/8THH

6

5/16THH

6

CB3G AB3



3 1 3

CPC1/1.25

3

TBSAFETY

3

142265 1/4EHS 3/16EHS

800’ 650’ 550’

BG2142

6

BG2144

6

GA65GD

3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2146 5/8TBE&J 7/16THH

1 1 10 1

6 12 6

FDNSBASE ANCHOR

3/8THH

6

5/16THH

12

CB3G AB3



3 1 3

CPC1/1.25

3

TBSAFETY

3

142265 1/4EHS 3/16EHS

875’ 750’ 1250’

BG2142

12

BG2144

6

GA65GD

4

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2146 5/8TBE&J 7/16THH

1 1 11 1

6 12 6

FDNSBASE ANCHOR

3/8THH

6

5/16THH

12

CB3G AB3



3 1 3

CPC1/1.25

3

TBSAFETY

3

142265 1/4EHS 3/16EHS

975’ 825’ 1375’

BG2142

12

BG2144

6

GA65GD

4

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

P/N: 65G90R300

300’ TOWER

292’56.8 48.2OR

378’

240’

334’232’

58’

174’296’

3/16” EHS(399#)

267’

247’

116’

3/8” EHS(1,540#)

P/N: 65G90R280

280’ TOWER

272’58.0 48.9OR

352’

224’

311’

216’

54’

162’276’

1/4” EHS(665#)

249’

230’

108’3/16” EHS

(399#)

3/8” EHS(1,540#)









49.4

48.4

1/4” EHS(665#)

P/N: 65G90R260

260’ TOWER

248’59.2 49.7OR

324’

208’

279’186’

62’ 217’

124’242’ 3/16” EHS

(399#)

1/4” EHS(665#)

3/8” EHS(1,540#)



50.4TOWER PARTS

INCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2147 5/8TBE&J 1/2THH

1 1 12 1

6 12 6

FDNSBASE ANCHOR

3/8THH

12

5/16THH

6

CB4G AB4



3 1 3

CPC1/1.25

3

TBSAFETY

3

142261 1/4EHS 3/16EHS

1050’ 1675’ 700’

BG2142

6

BG2144

12

GA65GD

4

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1 1 13 1

6 15 6

FDNSBASE ANCHOR

3/8THH

12

5/16THH

12

CB4G AB4



3 1 3

CPC1/1.25

3

TBSAFETY

3

142261 1/4EHS 3/16EHS

1125’ 1875’ 1550’

BG2142

12

BG2144

12

GA65GD

5

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 14 1

12 6 6

FDNSBASE ANCHOR

5/8TBE&J

15

1/2THH

6

CB4G AB4

7/16THH 3/8THH 5/16THH

6 12 6

142261 142265 1/4EHS

1225’ 1075’ 1800’

3/16EHS

800’

BG2142

6

GA65GD

5



3 1 3

CPC1/1.25

3

TBSAFETY

3

5/16” EHS(1,120#)

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

P/N: 65G90R360

360’ TOWER

352’53.9 46.4OR

455’

288’

5/16” EHS(1,120#)

292’

59’

234’

176’

111’151’

94’

118’338’

371’

410’

1/4” EHS(665#)







45.8

3/8” EHS(1,540#)

P/N: 65G90R340

340’ TOWER

332’54.8 46.9OR

429’

272’

3/8” EHS(1,540#)

275’

55’

220’

165’

104’142’

1/4” EHS(665#)

88’

112’318’

350’

387’

P/N: 65G90R320

320’ TOWER

312’55.8 47.5OR

404’

256’

356’248’

62’

186’ 316’

3/16” EHS(399#)

284’

263’

124’

3/8” EHS(1,540#)





47.6

46.6

1/4” EHS(665#)

5/16” EHS(1,120#)

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 15 1

12 6 6

FDNSBASE ANCHOR

5/8TBE&J

15

1/2THH

6

CB5G AB4


6 12 6

142261 142265 1/4EHS

1300’ 1150’ 1925’

3/16EHS

850’

BG2142

6

GA65GD

5



3 1 3

CPC1/1.25

3

TBSAFETY

3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 16 1

18 6 6

BASE

5/8TBE&J

12

1/2TBE&J

6

CB5G AB2


6 6 18

142261 142265 1/4EHS

1375’ 1250’ 2600’

3/16EHS

350’

BG2142

6

GA65GD

6



3 2 3

CPC.5/.75

3

3

INNERANCHOR

OUTERANCHOR

AB4

5/16THH

6

TBSAFETY

6

GAC3455TOP

CPC1/1.25

3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 17 1

24 6 6

BASE

1/2THH

6

7/16THH

6

CB6G AB2

142261 142265 1/4EHS

1450’ 1325’ 3100’

5/8TBE&J

12

1/2TBE&J

6

GA65GD

6



3 2 3

CPC.5/.75

33

INNERANCHOR

OUTERANCHOR

AB4

APL1258UM

2

GAC3455TOP

CPC1/1.25

3

3/8THH

24

TBSAFETY

6

5/16” EHS(1,120#)

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1





P/N: 65G90R420

420’ TOWER

412’51.6 44.9OR

532’

336’

352’

59’

236’

142’

118’

154’185’227’

177’

487’294’

411’446’

5/16” EHS(1,120#)

1/4” EHS(665#)

3/8” EHS(1,540#)

P/N: 65G90R380

380’ TOWER

372’53.1 45.8OR

480’

304’

5/16” EHS(1,120#)

309’

63’

248’

187’

118’160’

100’

125’357’

392’

433’

1/4” EHS(665#)

3/8” EHS(1,540#)



45.2

P/N: 65G90R400

400’ TOWER

392’52.3 45.3OR

506’

320’

334’

55’

222’

133’

112’

144’174’

213’166’

463’278’

389’424’

5/16” EHS(1,120#)

1/4” EHS(665#)

3/8” EHS(1,540#)

44.4



43.8



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 18 1

24 6 6

BASE

1/2THH

6

7/16THH

6

CB6G AB2

142261 142265 1/4EHS

1550’ 1400’ 3300’

5/8TBE&J

12

1/2TBE&J

6

GA65GD

6



3 2 3

CPC.5/.75

33

INNERANCHOR

OUTERANCHOR

AB4

APL1258UM

2

GAC3455TOP

CPC1/1.25

3

3/8THH

24

TBSAFETY

6

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 19 1

30 6 6

BASE

1/2THH

6

7/16THH

6

CB6G AB2

142261 142265 1/4EHS

1625’ 1475’ 4300’

5/8TBE&J

12

1/2TBE&J

9

GA65GD

7



3 2 3

CPC.5/.75

33

INNERANCHOR

OUTERANCHOR

AB4

APL1258UM

2

GAC3455TOP

CPC1/1.25

3

3/8THH

30

TBSAFETY

6

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 20 1

12 24 6

BASE

1/2THH

6

7/16THH

24

CB6G AB3

142261 142265 1/4EHS

1700’ 5025’ 1100’

5/8TBE&J

21

GA65GD

7



6 2 32

INNERANCHOR

OUTERANCHOR

AB4

APL1258UM

3/8THH

12

CPC1/1.25

TBSAFETY

6

6

15/16x16PP

1

15/16x16PP

1

1

15/16x16PP





P/N: 65G90R480

480’ TOWER

472’49.7 43.6OR

609’

384’

413’

59’

236’

142’

118’

154’185’227’

177’

564’354’

484’

5/16” EHS(1,120#)

1/4” EHS(665#)

3/8” EHS(1,540#)

295’ 522’

451’

P/N: 65G90R460

460’ TOWER

448’50.3 44.0OR

580’

368’

392’

56’

224’

134’

112’

146’175’215’

168’

538’336’

5/16” EHS(1,120#)

1/4” EHS(665#)

3/8” EHS(1,540#)

280’ 498’

431’462’

P/N: 65G90R440

440’ TOWER

428’50.9 44.4OR

554’

352’

368’

63’

248’

150’

126’

163’196’241’

188’

509’308’

431’468’

5/16” EHS(1,120#)

1/4” EHS(665#)

3/8” EHS(1,540#)







43.2

42.6

42.0

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 21 1

12 24 6

BASE

1/2THH

6

7/16THH

24

CB7G AB3

142261 142265 1/4EHS

1775’ 5275’ 1150’

5/8TBE&J

21

GA65GD

7



6 2 32

INNERANCHOR

OUTERANCHOR

AB4

APL1258UM

3/8THH

12

CPC1/1.25

6

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 22 1

12 30 6

BASE

1/2THH

6

7/16THH

30

CB7G AB3

142261 142265 1/4EHS

1850’ 6850’ 1025’

3/4TBE&J

15

5/8TBE&J

9

GA65GD

8



3 2 3

CPC1/1.25

33

INNERANCHOR

OUTERANCHOR

AB5

APL1258UM

2

GAC5755TOP

CPC1.5/2

3

3/8THH

12

TBSAFETY

6

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 23 1

12 30 6

BASE

1/2THH

6

7/16THH

30

CB7G AB3

142261 142265 1/4EHS

1950’ 7175’ 1100’

3/4TBE&J

15

5/8TBE&J

9

GA65GD

8



3 2 3

CPC1/1.25

33

INNERANCHOR

OUTERANCHOR

AB5

APL1258UM

2

GAC5755TOP

CPC1.5/2

3

3/8THH

12

TBSAFETY

6

1

15/16x16PPTBSAFETY

6

15/16x16PP

1

15/16x16PP

1





P/N: 65G90R500

500’ TOWER

488’49.1 43.3OR

631’

400’

427’

61’

244’

150’

122’

162’193’237’

183’

585’366’

503’5/16” EHS(1,120#)

1/4” EHS(665#)

3/8” EHS(1,540#)

305’ 542’

469’



41.6TOWER PARTS

INCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2144 BG2146 BG2147

1 1 24 1

12 30 6

BASE

1/2THH

6

7/16THH

30

CB7G AB3

142261 142265 1/4EHS

2025’ 7450’ 1150’

3/4TBE&J

15

5/8TBE&J

9

GA65GD

8



3 2 3

CPC1/1.25

33

INNERANCHOR

OUTERANCHOR

AB5

APL1258UM

2

GAC5755TOP

CPC1.5/2

3

3/8THH

12

TBSAFETY

6

15/16x16PP

1

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142265 1/4EHS BG2144 BG2146 7/16THH


1 1 5 1

475’ 375’ 6 6 6

3 1 3

FDNSBASE ANCHOR

3/8THH

6 6

5/8TBE&J

CPC1/1.25

3

TBSAFETY

3

AB3

GA65GD

2

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142265 1/4EHS BG2144 BG2146 7/16THH


1 5 1 2

425’ 325’ 6 6 6

3 1 3

FDNSBASE ANCHOR

3/8THH

6 3

1/2TBE&J

3

5/8TBE&J

CPC.5/.75

3

TBSAFETY

3

AB2

P/N: 65G110R140

140’ TOWER

129’47.2 37.9OR

171’

112’

3/16” EHS(399#)

141’86’

43’ 120’

1/4” EHS(665#)

5/16” EHS(1,120#)

P/N: 65G110R130

130’ TOWER

120’48.4 38.5OR

159’

104’

3/8” EHS(1,540#)

120’60’

1/4” EHS(665#)

P/N: 65G110R120

120’ TOWER

112’49.5 39.2OR

148’

96’

5/16” EHS(1,120#)

111’55’

1/4” EHS(665#)

P/N: 65G110R110

110’ TOWER

100’50.8 39.9OR

133’

88’

5/16” EHS(1,120#)

102’52’

1/4” EHS(665#)

P/N: 65G110R100

100’ TOWER

92’52.2 40.7OR

122’

80’

5/16” EHS(1,120#)

92’45’

1/4” EHS(665#)

22.2

22.8











TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142261 1/4EHS BG2147 BG2144 1/2THH

AGK1GGX BGK2GGX

1 6 1 2

525’ 400’ 6 6 6

3 1 3



FDNSBASE ANCHOR

3/8THH

6 6

5/8TBE&J



TBSAFETY

3

CPC1/1.25

3

CB2G AB3

24.2

23.6

21.6

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142265 1/4EHS BG2144 BG2146 7/16THH


1 1 4 1

400’ 300’ 6 6 6

3 1 3

FDNSBASE ANCHOR

3/8THH

6 3

1/2TBE&J

3

5/8TBE&J

CPC.5/.75

3

TBSAFETY

3

AB2

GA65GD

2

GAC5655TOP

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


BG2146 5/8TBE&J 7/16THH

1 1 6 1

6 9 6

FDNSBASE ANCHOR

3/8THH

6

5/16THH

6

CB3G AB3



3 1 3

CPC1/1.25

3

TBSAFETY

3

142265 1/4EHS 3/16EHS

550’ 450’ 400’

BG2142

6

BG2144

6

GA65GD

3

CB2G

CB2G

CB2G

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

P/N: 65G110R180

180’ TOWER

168’44.1 35.9OR

221’

144’

1/4” EHS(665#)

182’112’

56’ 155’

3/8” EHS(1,540#)

P/N: 65G110R170

170’ TOWER

159’44.8 36.4OR

209’

136’

172’106’

53’ 146’

3/8” EHS(1,540#)

1/4” EHS(665#)

P/N: 65G110R160

160’ TOWER

152’45.6 36.8OR

199’

128’

3/16” EHS(399#)

162’100’

52’ 138’

3/8” EHS(1,540#)

1/4” EHS(665#)

P/N: 65G110R150

150’ TOWER

138’46.4 37.3OR

183’

120’

3/16” EHS(399#)

151’92’

46’ 129’

3/8” EHS(1,540#)

1/4” EHS(665#)

20.2











TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142261 1/4EHS BG2144 BG2147 1/2THH


1 1 8 1

725’ 1075’ 12 6 6

3 1 3

180’ ROHN65GAll parts shown intable are included


FDNSBASE ANCHOR

3/8THH

12 9

5/8TBE&J

CPC1/1.25

3

TBSAFETY

3

CB3G AB3

21.2

20.6

19.8

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED




1 7 1 3

63 3

142261

600’

BG2147

6

1/4EHS

500’

5/8TBE&J

9

3/16EHS

425’

1/2THH

6

BG2142

6

3/8THH

6

BG2144

6

5/16THH

6

AGK1GGX

1

TBSAFETY

3

CB3G AB3

FDNSBASE ANCHOR

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1 1 7 1

6 9 6

FDNSBASE ANCHOR

3/8THH

6

5/16THH

6

CB3G AB3



3 1 3

CPC1/1.25

3

TBSAFETY

3

142261 1/4EHS 3/16EHS

650’ 525’ 450’

BG2142

6

BG2144

6

GA65GD

3

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142261 1/4EHS BG2144 BG2147 1/2THH


1 8 1 3

675’ 1025’ 12 6 6

3 1 3

FDNSBASE ANCHOR

3/8THH

12 9

5/8TBE&J

CPC1/1.25

3

TBSAFETY

3

CB3G AB3

GA65GD

3

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

P/N: 65G110R240

240’ TOWER

232’40.6 33.8OR

301’

192’

258’173’

58’ 201’

116’224’ 1/4” EHS

(665#)

5/16” EHS(1,120#)

3/8” EHS(1,540#)

P/N: 65G110R220

220’ TOWER

208’41.6 34.4OR

272’

176’

235’156’

52’ 184’

104’204’ 1/4” EHS

(665#)

5/16” EHS(1,120#)

3/8” EHS(1,540#)

P/N: 65G110R200

200’ TOWER

186’42.7 35.1OR

245’

160’

1/4” EHS(665#)

202’124’

62’ 172’

5/16” EHS(1,120#)











17.0

16.4

15.8

P/N: 65G110R190

190’ TOWER

180’43.4 35.5OR

236’

152’

1/4” EHS(665#)

194’120’

60’ 163’

3/8” EHS(1,540#)

5/16” EHS(1,120#) 190’ ROHN 65G



19.4TOWER PARTS

INCLUDED

GUYS &CONNECTIONS

INCLUDED




1 9 1 3

63 3

142261

750’

BG2147

6

142265

625’

5/8TBE&J

9

1/4EHS

525’

1/2THH

6

BG2144

6

7/16THH

6

BG2146

6

3/8THH

6

AGK1GGX

1

TBSAFETY

3

CB4G AB4

FDNSBASE ANCHOR

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1 1 9 1

6 9 6

FDNSBASE ANCHOR

7/16THH

6

3/8THH

6

CB4G AB4



3 1 3

CPC1/1.25

3

TBSAFETY

3

142261 142265 1/4EHS

800’ 650’ 550’

BG2144

6

BG2146

6

GA65GD

33/8” EHS(1,540#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1 1 10 1

6 12 6

FDNSBASE ANCHOR

7/16THH

6

3/8THH

12

CB4G AB4



3 1 3

CPC1/1.25

3

TBSAFETY

3

142261 142265 1/4EHS

875’ 750’ 1250’

BG2144

12

BG2146

6

GA65GD

4

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



1 1 11 1

6 12 6

FDNSBASE ANCHOR

7/16THH

6

3/8THH

12

CB4G AB4



3 1 3

CPC1/1.25

3

TBSAFETY

3

142261 142265 1/4EHS

975’ 825’ 1375’

BG2144

12

BG2146

6

GA65GD

4

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

P/N: 65G110R320

320’ TOWER

312’37.3 31.8OR

404’

256’

356’

248’

62’

186’316’

5/16” EHS(1,120#)

284’

263’

124’

1/4” EHS(665#)

3/8” EHS(1,540#)

P/N: 65G110R300

300’ TOWER

292’38.0 32.3OR

378’

240’

334’

232’

58’

174’296’

267’

247’

116’ 1/4” EHS(665#)

5/16” EHS(1,120#)

3/8” EHS(1,540#)

P/N: 65G110R280

280’ TOWER

272’38.8 32.7OR

352’

224’

311’

216’

54’

162’276’

1/4” EHS(665#)

249’

230’

108’

5/16” EHS(1,120#)

3/8” EHS(1,540#)











14.8

14.4

14.0

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX CPC1.5/2

1 1 13 1

63

142261

1125’

7/16THH

6

142265

1000’

3/4TBE&J

15

BG2144

18

3/8THH

18

BG2146

6

1/2THH

6

BG2147

6

1/4EHS

2450’

AGK1GGX

13

CB5G AB5

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX CPC1.5/2

1 1 14 1

33

142261

1225’

BG2147

6

142265

2875’

3/4TBE&J

15

1/4EHS

800’

1/2THH

6

BG2144

6

7/16THH

18

BG2146

18

3/8THH

6

AGK1GGX

13

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



BGK2GGX CPC1.5/2

1 1 15 1

33

142261

2425’

BG2147

12

142265

1925’

3/4TBE&J

15

BG2144

6

1/2THH

12

BG2146

12

7/16THH

12

3/8THH

6

AGK1GGX

13

1/4EHS

850’

P/N: 65G110R260

260’ TOWER

248’39.6 33.2OR

324’

208’

279’186’

62’ 217’

124’242’

1/4” EHS(665#)

3/8” EHS(1,540#)

5/16” EHS(1,120#) 260’ ROHN 65G



TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



GAC5755TOP BGK2GGX CPC1.5/2

1 1 12 1

33 3

142261

1050’

7/16THH

12

142265

1675’

3/4TBE&J

12

1/4EHS

700’

3/8THH

6

BG2144

6

BG2146

12

1/2THH

6

BG2147

6

AGK1GGX

1

CB5G AB515.2

GA65GD

4

TBSAFETY

3

FDNSBASE ANCHOR

FDNSBASE ANCHOR

GA65GD

5

GAC5755TOP TBSAFETY

3

CB5G AB5

FDNSBASE ANCHOR

GA65GD

5

GAC5755TOP TBSAFETY

3

CB6G AB6

FDNSBASE ANCHORGA65GD

5

GAC5755TOP TBSAFETY

3

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1





P/N: 65G110R340

340’ TOWER

332’36.7 31.4OR

429’

272’

275’

55’

220’

165’

104’142’

1/4” EHS(665#)

88’

112’318’

350’

387’5/16” EHS(1,120#)

3/8” EHS(1,540#)



13.6TOWER PARTS

INCLUDED

GUYS &CONNECTIONS

INCLUDED



GAC5755TOP BGK2GGX

CPC1/1.25

1 1 16 1

3

3 3

142261

2600’

3/4TBE&J

12

1/4EHS

350’

5/8TBE&J

6

BG2144

6

1/2THH

12

BG2146

18

7/16THH

18

BG2147

12

3/8THH

6

AGK1GGX

23

BASE INNERANCHOR

CB7G

OUTERANCHOR

AB5AB3

142265

2600’

GA65GD

6

GAC5655TOP

TBSAFETY

63

CPC1.5/2 15/16x16PP

1




P/N: 65G130R130

130’ TOWER

120’30.1 24.0OR

159’

104’

3/8” EHS(1,540#)

120’60’

5/16” EHS(1,120#)

11.0

P/N: 65G130R120

120’ TOWER

112’30.8 24.4OR

148’

96’

3/8” EHS(1,540#)

111’55’

5/16” EHS(1,120#)

11.4


P/N: 65G130R100

100’ TOWER

92’32.5 25.4OR

122’

80’

5/16” EHS(1,120#)

92’45’

1/4” EHS(665#)

P/N: 65G130R110

110’ TOWER

100’31.6 24.8OR

133’

88’

3/8” EHS(1,540#)

101’50’

1/4” EHS(665#)

P/N: 65G130R140

140’ TOWER

129’29.5 23.6OR

171’

112’

5/16” EHS(1,120#)

141’86’

43’ 120’

3/16” EHS(399#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


65G 65GTH 6520G GA65GD

142265 1/4EHS BG2146 BG2144 5/8TBE&J

AGK1GGX BGK2GGX

1 1 4 2

400’ 300’ 6 6 6

1 3



FDNSBASE ANCHOR

3/8THH

6 6

7/16THH

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142261 1/4EHS BG2147 BG2144 1/2THH

AGK1GGX BGK2GGX

1 5 1 2

425’ 325’ 6 6 6

3 1 3



FDNSBASE ANCHOR

3/8THH

6 6

5/8TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142261 142265 BG2147 BG2146 7/16THH

AGK1GGX BGK2GGX

1 1 5 1

475’ 375’ 6 6 6

3 1 3



FDNSBASE ANCHOR

1/2THH

6 6

5/8TBE&J

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED



142261 142265 BG2147 BG2146 7/16THH

AGK1GGX BGK2GGX

1 6 1 2

525’ 400’ 6 6 6

3 1 3



FDNSBASE ANCHOR

1/2THH

6 6

5/8TBE&J



CPC1/1.25

3

TBSAFETY

3

TBSAFETY

3

CPC1/1.25

3

TBSAFETY

3

CPC1/1.25

3

TBSAFETY

3

CPC1/1.25

3

CB2G AB3

CB2G AB3

CB3G AB3

CB3G AB3

12.4

11.8

10.6

3/8” EHS(1,540#)

APL4HA

1

GAC5655TOP

3

GAC5655TOP

GA65GD

2

GAC5655TOP

GAC5655TOP

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


142261 142265 BG2147 BG2146

BG2142 1/2THH 7/16THH

1 1 6 1

550’ 450’ 6 6

6 9 6 6

FDNSBASE ANCHOR

5/16THH

6

CB3G AB3

GA65GD

3

5/8TBE&J


AGK1GGX BGK2GGX

3 1 3

TBSAFETY

3

CPC1/1.25

3

GAC5655TOP

3/16EHS

400’

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1




P/N: 65G130R180

180’ TOWER

168’27.4 22.4OR

221’

144’

182’112’

56’ 155’

3/8” EHS(1,540#)

5/16” EHS(1,120#)

P/N: 65G130R170

170’ TOWER

159’27.8 22.7OR

209’

136’

5/16” EHS(1,120#)

172’106’

53’ 146’

1/4” EHS(665#)

9.6


P/N: 65G130R150

150’ TOWER

138’28.9 23.3OR

183’

120’

5/16” EHS(1,120#)

151’92’

46’ 129’

3/16” EHS(399#)

P/N: 65G130R160

160’ TOWER

152’28.4 22.9OR

199’

128’

5/16” EHS(1,120#)

162’100’

52’ 138’

1/4” EHS(665#)









10.2

9.8

9.4

3/8” EHS(1,540#)

3/8” EHS(1,540#)

3/8” EHS(1,540#)

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED

65TGH 6520G APL4HA

142261 142265 BG2147 BG2146

BG2142 1/2THH 7/16THH

1 7 1

600’ 500’ 6 6

6 9 6 6

FDNSBASE ANCHOR

5/16THH

6

CB3G AB4

GA65GD

3

5/8TBE&J


AGK1GGX BGK2GGX

3 1 3

TBSAFETY

3

CPC1/1.25

3

GAC5655TOP

3/16EHS

425’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


142261 142265 BG2147 BG2146

BG2144 1/2THH 7/16THH

1 1 7 1

650’ 525’ 6 6

6 9 6 6

FDNSBASE ANCHOR

3/8THH

6

CB4G AB4

GA65GD

3

5/8TBE&J


AGK1GGX BGK2GGX

3 1 3

TBSAFETY

3

CPC1/1.25

3

GAC5655TOP

1/4EHS

450’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED

65TGH 6520G APL4HA

142261 142265 BG2147 BG2146

BG2144 1/2THH 7/16THH

1 8 1

675’ 550’ 6 6

6 9 6 6

FDNSBASE ANCHOR

3/8THH

6

CB4G AB4

GA65GD

3

5/8TBE&J


AGK1GGX BGK2GGX

3 1 3

TBSAFETY

3

CPC1/1.25

3

GAC5655TOP

1/4EHS

475’

TOWER PARTSINCLUDED

GUYS &CONNECTIONS

INCLUDED


142261 142265 BG2147 BG2146

5/8TBE&J 7/16THH

1 1 8 1

725’ 1075’ 6 12

9 6 12

FDNSBASE ANCHOR

CB4G AB4

GA65GD

3

1/2THH


AGK1GGX BGK2GGX

3 1 3

TBSAFETY

3

CPC1/1.25

3

GAC5655TOP

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1

15/16x16PP

1





P/N: 65G130R190

190’ TOWER

180’27.0 22.1OR

236’

152’

194’120’

60’ 163’

3/8” EHS(1,540#)

5/16” EHS(1,120#)



9.0TOWER PARTS

INCLUDED

GUYS &CONNECTIONS

INCLUDED



142261 142265 BG2147 BG2146 7/16THH

AGK1GGX BGK2GGX

1 9 1 3

750’ 1150’ 6 12 12

3 1 3

FDNSBASE ANCHOR

1/2THH

6 9

5/8TBE&J

TBSAFETY

3

CPC1/1.25

3

CB4G AB4

GAC5655TOP 15/16x16PP

1





5’ SHORT BASESB65GH


SIDE ARM ASSEMBLYSA253UA

MOUNTING TUBE PROVIDED IS 3’ LONG,2 1/4” O.D.

HOUSE BRACKETKH1014

ADJUSTABLE TO POSITION 65G18” - 30” FROM WALL.

FACE DISH MOUNTDM654

4 1/2” O.D. X 5’ LONG

DM654TB4 1/2” O.D. X 5’ LONG WITH TIE-BACK

ANGLE.

10’ TAPERED BASE65TGH*

FOR USE WITH 15/16X16PP, ORDERED SEPARATELY.

CAP PLATE KITCP4A

(3) CAP PLATES WITH NUTS AND BOLTS.

LIGHTNING RODPLATE KIT

VW133INCLUDES: LIGHTNING ROD PLATE,(2) CAP PLATES, NUTS AND BOLTS.

PIER PIN15/16X16PP

FOR USE WITH 65TGH EMBEDDED IN CONCRETE.



LEG MOUNTED BEACON PLATE KIT

APL4HAFOR MOUNTING BEACON ORLIGHTNING ROD. BOLTS TO

TOP OF STANDARD SECTION. INCLUDES BEACON PLATE,

(2) CAP PLATES, NUTS AND BOLTS.

LIGHTNING RODLRCL

5’ COPPER CLADORDERED SEPARATELY.



Tie-Back Anglewith 9/16” dia.holes, includedwith DM654TB.

6.2’

DISH MOUNTKY509 - 2 3/8” O.D. MASTKY510 - 4 1/2” O.D. MAST


3’ SIDE ARMKH6100A


6’ SIDE ARMKY1048A










TOWER HEIGHT

50’100’150’200’250’300’350’400’450’500’

PARTNUMBERTT05065TT10065TT15065TT20065TT25065TT30065TT35065TT40065TT45065TT50065


TT-WG-500-W/SMC

GUY BRACKET ASSEMBLYGA65GD

KIT INCLUDES (3) BRACKETS WITHU-BOLTS.

WORK PLATFORMWPCC65


ANTI-CLIMB PANELSVW915A


SAFETY CABLE SLIDER ANDCLIMBING HARNESS MUST BE

ORDERED SEPARATELY.





AGK1GGX


3/8”

2”

12”


GAC3455TOP

1/2”

2 1/2”

12”

120”


GAC5655TOP

81”

3/4”

3”

12”

168”


GAC5755TOP

11/16”

13/16”

15/16”

4” x 4” x 3/8” angle

5” x 5” x 3/8” angle




5” x 5” x 3/8” angle

Ground Wire

Ground Rod Clamp

Ground Rod

Clamp

6” Min.


Ground Wire




REV GBASE GROUNDING

BGK2GGX





C

B

A

Ground Line

D

Anchor rod

o



Block

AB2

AB3

AB4

AB5

AB6

A

4’ - 0”

6’ - 0”

6‘ - 0”

8’ - 0”

8’ - 0”







B

1‘ - 6”

1’ - 6”

1’ - 6”

2’ - 0”

2’ - 0”

C

4‘ - 0“

3’ - 0”

4‘ - 0“

3’ - 0”

4’ - 0”












D

6’ - 0”

6’ - 0”

9’ - 0”

10’ - 0”

10’ - 0”


#3 @ 12” O.C.

#3 @ 12” O.C.

#4 @ 12” O.C.

#4 @ 12” O.C.

#4 @ 12” O.C.






120o

Ground Line


Tower Height

100’110’120’130’140’150’160’170’180’190’200’220’240’260’280’300’320’340’360’380’400’420’440’460’480’500’

Inner RodNumber

GAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC3455TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOP

InnerRod

Angle4444444442424241414141403939383838434343404040404039

65G | 90MPH

Outer RodNumber

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

GAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5755TOPGAC5755TOPGAC5755TOP

OuterRod

Angle-----------------

434343444343424242

Tower Height

100’110’120’130’140’150’160’170’180’190’200’220’240’260’280’300’320’340’

Inner RodNumber

GAC3455TOPGAC3455TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5655TOPGAC5755TOPGAC5755TOPGAC5755TOPGAC5755TOPGAC5655TOP

InnerRod

Angle444342424141414040403939383837373743

65G | 110MPH

Outer RodNumber

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

GAC5755TOP

OuterRod

Angle-----------------

42

Tower Height

100’110’120’130’140’150’160’170’180’190’

RodNumber


RodAngle

42424141404040393838

65G | 130MPH





Base

CB2G

CB3G

CB4G

CB5G

CB6G

CB7G

A

3’ - 0”

3’ - 6”

4’ - 0”

2’ - 0”

2’ - 0”

2’ - 0”


(10) #7

(12) #7

(12) #8

(8) #6

(8) #6

(8) #6


Round Pier

1.2

1.6

2.1

1.1

1.3

1.6

B

3’ - 0”

3’ - 6”

4’ - 0”

4’ - 0”

4’ - 6”

5’ - 0”

C

N/A

N/A

N/A

1’ - 0”

1’ - 3”

1’ - 6”

Horiz. Barsin Pad

(No. & Size)

NONE

NONE

NONE

(5) #5(Total of 10)

(6) #5(Total of 12)

(6) #5(Total of 12)

D

4’ - 0”

4’ - 0”

4’ - 0”

4’ - 0”

4’ - 0”

4’ - 6”

E

N/A

N/A

N/A

3’ - 3”

3’ - 3”

3’ - 9”

F

N/A

N/A

N/A

1’ - 3”

1’ - 3”

1’ - 3”

AlternateSquarePier

PLAN VIEW

A

B




4” Projection

6”


Vertical re-bars equally spacedwith 90 hooks at bottom (for CB5G - CB7G)

Roughen construction joint toa full amplitude of 1/4”

Foundation Pad

Horizontal reinforcing steel bars equally spacedeach way

C

E

D

F

ELEVATION VIEW

B

Pier Pin

Grade

A CL

CL


GG U Y E D T O W E R S


G E N E R A L N O T E S F O R G - S E R I E S T O W E R S

1. Standard foundation designs (unless otherwise noted) are in accordance with ANSI/TIA-222-G, “Structural Standards for Steel Antenna Towers and Antenna Supporting Structures,” Section 9 and Annex F for the following presumptive clay soil parameters:

2. The purchaser must verify that actual site soil parameters meet or exceed the assumed soil conditions and that the depth of standard foundations are adequate based on the frost penetration and/or zone of seasonal moisture variation at the site. Foundation design modifications may be required in the event the assumed soil parameters are not applicable for the actual subsurface conditions encountered.

N(blows/ft)

O(deg)

Y(lb/ft )3

c(psf)

Ultimate Bearing(psf)

ShallowFdns.

DeepFdns.

Ultimate SkinFriction

(psf)

k(pci) 50

8 0 110 1000 5000 9000 500 150 0.01

1. The suitability of a ROHN standard design and standard foundation for a specific application must be verified by thepurchaser based on site-specific data in accordance with ANSI/TIA-222-G.

2. The effective projected area and lines to be installed must not exceed the design values for the structure.

3. Structures supported on buildings or other strucutres require special consideration. Designs assume structures areinstalled on level grade.

4. Designs assume maintenance and inspection will be performed over the life of the structure in accordance with ANSI/TIA-222-G. All towers should be thoroughly inspected by qualified personnel and re-marked as required with appropriate danger and anti-climb labels at least twice a year to ensure safety and proper performance.

5. Standard Designs are intended to be climbed by skilled and competent climbers only. A safety climb system is requiredfor all structures.

6. Installation and dismantling must be performed by qualified and experienced personnel and be in conformancewith ANSI/TIA-222-G.

7. Standard guyed masts and bracketed towers are not stable without guys or brackets attached and will not support personnel in this condition. Temporary steel guys supplied by a qualified contractor may be required to maintain stability during installation or dismantling.

8. Do not install or dismantle structures within falling distance of electrical and/or telephone lines without taking special precautions in accordance with the appropriate utility.

9. All field connections are bolted.

10. The tolerance on installed height is equal to plus 1% and minus 1/2%.

11. Installation must be grounded in accordance with local and national codes. ANSI/TIA-222-G requires that the resistance to ground must not exceed 10 ohms. Additional grounding may be required in addition to the ROHN standard grounding kit provided with the tower.

12. Additional anchor rod corrosion protection may be required based on site-specific conditions.

13. Installation must be in conformance with local, state and federal requirements for obstruction marking and lighting.

14. Warning plate P/N: AWCS provided with the structure must be installed in a highly visible location.

G - S E R I E S F O U N D A T I O N G E N E R A L N O T E S


G U Y E D T O W E R S

©2011 ROHN PRODUCTS LLC

G

148

G - S E R I E S F O U N D A T I O N G E N E R A L N O T E S

3. Foundation designs assume field inspections will be performed by the purchasers’ representative to verify that construction materials, installation methods and assumed design parameters are acceptable based on the conditions existing at the site.

4. Work shall be in accordance with local codes, safety regulations and unless otherwise noted, the latest revision of ACI 318, “Building Code Requirements for Reinforced Concrete.” Procedures for the protection of excavations, existing construction and utilities shall be established prior to foundation installations.

5. Concrete materials shall conform to the appropriate state requirements for exposed structural concrete.

6. Proportions of concrete materials shall be suitable for the installation method utilized and shall result in durable concrete for resistance to local anticipated aggressive actions. The durability requirement of ACI 318 Chapter 4 shall be satisfied based on the conditions expected at the site. As a minimum, concrete shall develop a minimum compressive strength of 4000 psi in 28 days.

7. Maximum size of aggregate shall not exceed the size suitable for the installation method utilized or 1/3 the clear distance behind or between reinforcing. Maximum size may be increased to 2/3 the clear distance provided workability and methods of consolidation such as vibrating will prevent honeycombs or voids.

8. Reinforcement shall be deformed and conform to the requirements of ASTM A615 Grade 60 unless otherwise noted. Splices in reinforcement shall not be allowed unless otherwise indicated.

9. Reinforcing cages shall be braced to retain proper dimensions during handling and throughout placement of concrete.

10. Welding is prohibited on reinforcing steel and embedments.

11. Minimum concrete cover for reinforcement shall be 3 inches unless otherwise noted. Appropriate spacers shall be usedto insure a 3 inch minimum cover on reinforcement.

12. Concrete cover from top of foundations to ends of vertical reinforcement shall not exceed 3 inches nor be less than 2 inches.

13. Spacers shall be attached intermittently throughout the entire length of vertical reinforcing cages to insure concentricplacement.

14. Foundation designs assume structural backfill to be compacted in 8 inch maximum layers to 95% of maximum dry density at optimum moisture content in accordance with ASTM D698. Additionally, structural backfill must have a minimum compacted until weight of 100 pounds per cubic foot.

15. Foundation designs assume level grade at the site.

16. Foundation installations shall be supervised by personnel knowledgeable and experienced with the proposed foundation type. Construction shall be in accordance with generally accepted installation practices.

17. Loose material shall be removed from bottom of excavations prior to concrete placement. Sides of excavations shall be rough and free of loose cuttings.

18. Concrete shall be placed in a manner that will prevent segregation of concrete materials and other occurrences which may decrease strength or durability.

19. Free fall concrete may be used provided fall is vertical down without hitting sides of excavation, form work, reinforcing bars, form ties, cage bracing or other obstructions. Under no circumstances shall concrete fall through water.

20. Concrete shall be placed against undisturbed soil except for piers in pier and pad foundations. Forms for piers shall be removed prior to placing structural backfill.

21. Construction joints, if required in piers must be at least 12 inches below bottom of embedments and must be intentionally roughened to a full amplitude of 1/4 inch. Foundation designs assume no other construction joints.

22. Tops of foundations shall be sloped to drain with a floated finished.

23. Exposed edges of concrete shall be chamfered 3/4” x 3/4”.

24. Additional corrosion protection may be required for steel guy anchors in direct contact with soil. Design assumes periodic inspections will be performed over the life of the structure to determine if additional anchor corrosion protection measures must be implemented based on observed site-specific conditions.




F O U N D A T I O N T O L E R A N C E S

1. Concrete dimensions - plus 2” or minus 0“.

2. Depth of foundation - plus 3” or minus 0”.

3. Drilled foundations out-of-plumb - 1.0 degree.

4. Reinforcing steel placement - per A.C.I. 301.

5. Projection of embedments - plus or minus 1/8”.

6. Vertical embedments out of plumb - 0.5 degree.

1. Guy radius - plus or minus 5% of distance specified.

2. Anchor elevation - plus or minus 5% of guy radius.

3. Anchor alignment (perpendicular to guy radius) - 1.0 degree.

4. Anchor rod slope - plus or minus 1.0 degree.

5. Anchor rod alignment with guy radius - plus or minus 1.0 degree.

6. Anchor head out of plumb - 1.0 degree.

7. Guy initial tension - plus or minus 10% of tension specified.

Note: Tolerances in notes 1 & 2 cannot occur simultaneously.

G U Y A N C H O R S

G E N E R A L




G

150

G U Y A R R A N G E M E N T D E T A I L S

1 Guy Attachment 2 Guy Attachment 3 Guy Attachment

4 Guy Attachment 5 Guy Attachment

Turnbuckle (TYP)

Anchor Rod (TYP)

Wire Size Anchor Rod ThimbleTurnbuckle

3/16 EHS

1/4EHS

5/16EHS

3/8EHS

GAC3455TOP

GAC5655TOP

GAC3455TOP

GAC5655TOP

GAC5755TOP

GAC3455TOP

GAC5655TOP

GAC5755TOP

GAC3455TOP

GAC5655TOP

GAC5755TOP

1/2TBE&J

5/8TBE&J

1/2TBE&J

5/8TBE&J

3/4TBE&J

5/8TBE&J

5/8TBE&J

3/4TBE&J

5/8TBE&J

5/8TBE&J

3/4TBE&J

5/16THH

5/16THH

3/8THH

3/8THH

3/8THH

7/16THH

7/16THH

7/16THH

1/2THH

1/2THH

1/2THH

Big Grip w/ End Sleeve

BG2142

BG2144

BG2146

BG2174

G U Y A N C H O R C O N N E C T I O N D E T A I L S

End Sleeve

Turnbuckle (TYP)

Equalizer Plate

Anchor Rod

Thimble (TYP)

Big Grip Preform (TYP)

Cable Clamps

Turnbuckle Safety Cables1/4” EHS Wire (up to 1” turnbuckles)5/16” EHS Wire (1 1/4” turnbuckles & larger)

Anchor Connection







G

152

G U Y M A S T C O N N E C T I O N D E T A I L S

Tower Brace (REF)Tower Leg (REF)

Guy bracket must rest onhorizontal tower brace andlugs when providedfor larger guys. Big Grip Preform

Thimble

Guy Link

Guy Bracket Connection25G, 45G, 45GSR, 55G

Guy Lug Connection45GSR

Tower Brace (REF)Tower Leg (REF)

Guy Lug

Shackle

Thimble

Big Grip Preform

Guy Tension Bar

Bolt-On Guy Bracket Connection65G

Tower Brace (REF)

Tower Leg (REF)

Big Grip Preform

Thimble

Bolt-OnGuy Bracket




P A L N U T I N S T A L L A T I O N

When pal nuts are provided, they are to be installed after nuts are tight and with edge lip out as shown. Pal nuts are notrequired when self-locking nuts or lock washers are provided.

Flange Plates

Pal Nut

Bolt

Nut

Tower Leg


G G U Y E D T O W E R S - 8 0


S T A N D A R D 8 0 S E R I E S G U Y E D T O W E R

154

GENERAL USE

The ROHN Model 80 Guyed Tower is designedwith variable sized legs and braces to allowconstruction to heights of 1000’. This tower usessolid or tubular legs with angle or tubular bracesto support microwave, cellular, PCS, AM/FM orTV applications. The tower is designed on anequilateral triangle of 41” center-to-center ofeach leg. The variable leg and brace sizes allow�exibility in design so a tower can be createdspeci�cally for your unique requirements.

FEATURES

• Solid or Tubular Legs• Angle or Tubular Braces• Completely hot-dip galvanized after fabrication• Easily reinforced for additional loading capability• Multiple section lengths available• Guy lug and torque arm sections available

80SERIES

Per Rev G requirements, any structure greater than 10’ requires a climber safety device. Please contact ROHN for ordering information.

S T A N D A R D 8 0 G U Y E D T O W E RS E C T I O N S

Tower Axis

PLAN VIEW


G U Y E D T O W E R S - 8 0


G

155

SINGLE BRACED DOUBLE BRACED

35 1/2”

23 11/16”

41”

Tubular or Solid Round Legs

Tubular or AngleBracing

20’ STANDARD SECTION

80 Sections have several custom designs available depending on your particular

specifications. Sections are available witha variety of different wall thicknesses,

bracing patterns and lengths.

Tubular or Solid Round Leg

Angle Braces

5’ TAPERED BASE

Pier PinBearing Plate

S T A N D A R D 9 0 S E R I E S G U Y E D T O W E R


G G U Y E D T O W E R S - 9 0


GENERAL USE

The ROHN Model 90 Guyed tower is designedspeci�cally for microwave installations, cellular,PCS, other heavy duty communication, TV andFM broadcast and meteorological equipmentinstallations. This series has a rating for installationsup to 1500’, using variable size and weight of tubular or solid steel components. The tower is designed on an equilateral triangle of 60 1/2” center-to-center of each leg. The “X” brace design of the 90 series maximizes strength incritical areas as well as allows for future upgradingof the tower for additional loads.

FEATURES

• Solid or Tubular Legs• Angle Braces• Completely hot-dip galvanized after fabrication• Easily reinforced for additional loading capability• Multiple section lengths available• Guy lug and torque arm sections available

90SERIES


ELEVATION20’ STANDARD SECTION

S T A N D A R D 9 0 G U Y E D T O W E RS E C T I O N S

60 1/2”


G U Y E D T O W E R S - 9 0


G

157

TAPERED BASESTANDARD - 10’

Also available in 8’

90 Sections have several custom designs availabledepending on your particular specifications. Sections

are available with a variety of different wall thicknesses,bracing patterns and lengths.

Pier Pin

Bearing Plate

52 3/8”

34 15/16”

Angle Bracing

Tubular or Solid Round Legs

Custom designs with larger face widths areavailable for broadcast and other applications.


N O T E S

158

B B R A C K E T E D T O W E R S

S T A N D A R D G - S E R I E S B R A C K E T E D


160

UNIVERSAL HOUSE BRACKETHBUTVRO

Adjustable to position tower 18” - 36” from wall.

O P T I O N A L A C C E S S O R Y

Typical installation on short base with (2)HBUTVRO brackets.

(Refer to G-Series accessories for short base)

* Per Rev. G requriements, any structure greater than 10’ requires a climber safety device. Please see page 209 for ordering information.

GENERAL USE

ROHN G-Series Bracketed towers can be installedadjacent to buildings using brackets to securethe tower along the height of the structure.

FEATURES

• Completely hot-dip galvanized after fabrication• Cross bracing is formed by a continuous solid rod bracing fashioned into a Zig-Zag pattern for strength• Pre-engineered loading charts to meet varying individual specs and site conditions• Typical uses include: small dishes, broadband, security and two-way communication.

G-SERIES(BRACKETED)

2 5 G B R A C K E T E DA L L O W A B L E A N T E N N A A R E A S

B R A C K E T E D T O W E R S - 2 5 G B


161

Tower Height(FT.)

40

50

60

70

80

90

100

Upper (FT.)

30.0

36.0

46.0

56.0

66.0

66.0

66.0

Lower (FT.)

15.0

18.0

23.0

28.0

33.0

33.0

33.0

Bracket Elevations Allowable Antenna Areas (SQ. FT.)70 [85] MPH

15.3

14.6

14.0

13.5

13.1

6.8

1.7

80 [95] MPH

11.3

10.0

8.9

8.3

7.7

4.9

-

90 [105] MPH

7.7

6.8

5.9

5.5

5.0

-

-

1. Tower designs are in accordance with ANSI/EIA-222-F. Wind speeds indicated as fastest mile [3-second gust].2. All towers must have “fixed bases” with both bracket elevations. Pinned bases must not be used.3. Designs assume one 5/8” transmission line on each face (total=3), symmetrically placed.4. Antennas and mounts assumed symmetrically placed at tower apex.5. Allowable antenna areas assume all round antenna members. 6. Allowable flat-plate antenna areas, based on EIA RS-222-C, may be obtained by multiplying areas shown by 0.6.7. All brackets are to be ROHN (P/N HBUTVRO).8. The interface of tower brackets to supporting structure is to be designed by others and must support a minimum horizontal force of 815 lbs.9. Foundation designs are in accordance with ANSI/TIA/EIA-222-F, “Structural Standards for Steel Antenna Towers and Antenna Supporting Structures”, Section 7, for “Normal” soil conditions. “Normal” soil is defined as dry, cohesive soil with an allowable net vertical bearing capacity of 4000 PSF and an allowable net horizontal pressure of 400 PSF per linear foot of depth to a maximum of 4000 PSF.

Refer to pages 147-153 for General Installation and Foundation Notes.

F O U N D A T I O N I N F O R M A T I O N

SB25G5 Base Sectionor Tower Base Section

6” Projection

6”2” Min.

Compacted Sand & Gravel Drainage Bed

2’ - 6” Roundor Square

Tower Axis andCenter of Pier

VOLUME OF CONCRETE

Square Pier 1.0 cu. yds.Round Pier 0.8 cu. yds.

==

4’ - 0”

#3 Circular Tiesat 3” Max O.C.W/ 18” Laps

(8) #7 VerticalBars Equally

Spaced

25G

Grade

6” Min.


Tower Height(FT.)

40

50

60

70

80

90

100

Upper (FT.)

30.0

36.0

46.0

56.0

66.0

66.0

66.0

Lower (FT.)

15.0

18.0

23.0

28.0

33.0

33.0

33.0


36.7

34.8

33.3

32.0

31.0

13.8

5.5

80 [95] MPH

27.4

25.9

24.7

23.8

23.0

9.3

2.0

90 [105] MPH

21.0

20.0

19.0

17.0

12.0

5.3

-

B B R A C K E T E D T O W E R S - 4 5 G


162

45G




VOLUME OF CONCRETE


==



SB45G5 Base Sectionor Tower Base Section

6” Projection

6”2” Min.


4’ - 0”



Spaced

Grade

6” Min.


B R A C K E T E D T O W E R S - 5 5 G B


163

Tower Height(FT.)

40

50

60

70

80

90

100

Upper (FT.)

30.0

36.0

46.0

56.0

66.0

66.0

66.0

Lower (FT.)

15.0

18.0

23.0

28.0

33.0

33.0

33.0


72.4

68.7

65.8

63.5

61.4

30.6

16.0

80 [95] MPH

54.5

51.7

49.5

47.5

46.0

22.0

10.5

90 [105] MPH

41.8

39.4

37.6

36.0

34.6

16.0

6.4

55G

F O U N D A T I O N I N F O R M A T I O NSB55G Base Sectionor Tower Base Section

6” Projection

6”2” Min.




VOLUME OF CONCRETE


==

4’ - 0”



Spaced



Grade

6” Min.


164

N O T E S


SS S E L F - S U P P O R T I N G T O W E R S


S T A N D A R D G - S E R I E S S E L F - S U P P O R T I N G

Typical Self-Supporting25G, 45G and 55G Tower

(Tapered top availablefor 25G & 45G only)

Typical Self-Supporting45GSR and 65G Tower

REV. G

includes

REV. F&


GENERAL USE

The self-supporting G-Series towers offer an easy,low-cost solution to get light weight antennas inthe air quickly. By using the G-Series tower as aself-supporting structure, you minimize landarea usage. They are functional in a wide varietyof wind speeds. See ROHN’s standard designs to help identify the right structure for your project.These are the same sturdy, robust tower sectionsthat ROHN has fabricated for years. Each largermodel allows for more loading capacity.

FEATURES

• Completely hot-dip galvanized after fabrication• Cross bracing is formed by a continuous solid rod bracing fashioned into a zig-zag pattern for strength• Pre-engineered loading charts meet varying individual specs and site conditions• Typical uses include: small dishes, broadband, security and two-way communication• All towers have ‘fixed’ bases

KITS

The kit part numbers for ROHN Self-SupportingG-Series towers include:

• Short base for embedment in concrete• Rev F ground kit (Rev G optional)• All tower sections and connection hardware• Tapered top (25G and 45G towers)• Top plate (55G towers)• Cap plate kit (65G towers)

G-SERIESSELF-SUPPORTING

Note: Antenna areas, ft. , assume all round antenna members.2

167

Exp. B

82

74

66

59

46

35

27

20

13

Part No.

45SR010

45SR020

45SR030

45SR035

45SR040

45SR045

45SR050

45SR055

45SR060

45GSR

Exp. C

66

55

43

38

30

22

15

9

4

Exp. B

95

95

87

76

60

48

38

29

22

Part No.

45SR010

45SR020

45SR030

45SR035

45SR040

45SR045

45SR050

45SR055

45SR060

EPA

Exp. C

84

71

58

52

40

31

23

16

11

Height

10’

20’

30’

35‘

40’

45‘

50’

55‘

60’

Exp. B

16.5

10.6

3.1

110 MPH 3-Second Gust Wind Speed

Part No.

25SS010

25SS020

25SS030

25G

Exp. C

12.7

7.2

0.4

Exp. B

39.4

18.3

6.5

1.7

Part No.

45SS010

45SS020

45SS030

45SS035

45G

Exp. C

31.9

12.3

1.9

-

Exp. B

63

34

17

11

5

Part No.

55SS010

55SS020

55SS030

55SS035

55SS040

55G

Exp. C

51

25

9

4

-

Exp. B

95

95

65

48

35

25

17

10

4

Part No.

65SS010

65SS020

65SS030

65SS035

65SS040

65SS045

65SS050

65SS055

65SS060

65G

Exp. C

95

81

43

30

21

13

7

-

-

Height

10’

20’

30’

35‘

40’

45‘

50’

55‘

60’

Exp. B

20.7

14.0

5.3

2.1


Part No.

25SS010

25SS020

25SS030

25SS035

25G

Exp. C

16.4

9.9

2.2

-

Exp. B

47.4

23.2

9.7

5.1

1.2

Part No.

45SS010

45SS020

45SS030

45SS035

45SS040

45G

Exp. C

39.5

16.9

4.8

0.7

-

Part No.

55SS010

55SS020

55SS030

55SS035

55SS040

55SS045

55G

Exp. C

63

32

14

8

3

-

Exp. B

95

95

81

61

47

35

26

17

11

Part No.

65SS010

65SS020

65SS030

65SS035

65SS040

65SS045

65SS050

65SS055

65SS060

65G

Exp. C

95

95

55

40

29

20

13

6

1

G S E R I E SR E V . G E F F E C T I V E P R O J E C T E D A R E A ( S Q . F T . )

NO

ICE

90

MP

H1

00

MP

H1

10

MP

H

Height

10’

20’

30’

35‘

40’

45‘

50’

55‘

60’

Exp. B

26.8

18.5

7.9

4.4

1.3


Part No.

25SS010

25SS020

25SS030

25SS035

25SS040

EPA

Exp. C

21.3

13.4

4.1

1.2

-

Exp. B

60.0

31.3

16.1

9.8

4.9

0.7

Part No.

45SS010

45SS020

45SS030

45SS035

45SS040

45SS045

EPA

Exp. C

47.5

22.7

8.4

3.8

-

-

Part No.

55SS010

55SS020

55SS030

55SS035

55SS040

55SS045

55SS050

EPA

Exp. C

79

42

21

14

8

3

-

Exp. B

95

95

95

80

62

48

37

28

20

Part No.

65SS010

65SS020

65SS030

65SS035

65SS040

65SS045

65SS050

65SS055

65SS060

EPA

Exp. C

95

95

71

54

41

30

21

14

7

3-S

eco

nd

Gu

st3

-Sec

on

d G

ust

3-S

eco

nd

Gu

st

Exp. B

67

59

51

45

35

26

19

13

7

Part No.

45SR010

45SR020

45SR030

45SR035

45SR040

45SR045

45SR050

45SR055

45SR060

45GSR

Exp. C

53

43

32

27

22

15

9

4

-

Exp. B

78

43

24

17

10

5

Exp. B

80

56

34

25

17

11

5

45GSR25G 45G 55G 65G

EPAEPA EPA EPA EPA

EPAEPA EPA EPA EPA




Note: Antenna areas, ft. , assume all round antenna members.2

S E L F - S U P P O R T I N G T O W E R S


169

SS

W(Square)

Tower Axis & Center of Pad

CL

CL

PLAN VIEW

Tower Section orShort Base Section

#7 Bars 12”on CenterEach Way

6”

6”

4’

2” min. projection requiredfor proper drainage

Compacted Sand & GravelDrainage Bed - not requiredfor 45GSR

Grade

25G

45G

55G

45GSR65G

4’ - 0”

5’ - 3”

6’ - 0”

7’ - 9”

2.4

4.1

5.3

8.9

TowerMat

Width(W)

ConcreteVolume

(Cu. Yds.)

CONCRETE BASE PLATEWITH ANCHORS

25GSSBFOR USE WITH SELF-SUPPORTING

25G TOWERS.

ALTERNATIVE TO USING SHORT BASE.BASE BOLTS & TEMPLATE MUST

BE ORDERED SEPARATELY.

S E L F - S U P P O R T I N G G - S E R I E S F O U N D A T I O N S

Grade 6”

4’

Grade6”

#7 Bars 12”on CenterEach Way,

Top & Bottom

ELEVATION VIEW25G (shown), 45G & 55G

SELF-SUPPORTING TOWER FOUNDATION

ELEVATION VIEW45GSR


ELEVATION VIEW65G


BASE BOLTS & TEMPLATEKH8175A

FOR USE WITH 25GSSBIN SELF-SUPPORTING 25G TOWERAPPLICATIONS. KIT INCLUDES (1)

TEMPLATE & (4) BASE BOLTS.

2” min. projection above the �nished

concrete

6” min. projection above the �nished

concrete

4’

0” to 3”2” Min.




SELF-SUPPORTING G-SERIES DESIGN NOTES

1. Tower designs are in accordance with approved national standard ANSI/EIA-222-F and ANSI/TIA-222G, Structure Class I, Exposures B and C, Topographic Category I.2. All towers must have “fixed” bases. Pinned bases may not be used.3. Designs assume transmission lines symmetrically placed as follows: 25G Tower - One 5/8” Line on each face (Total =3) 45G Tower - One 7/8” Line and one 1/2“ line on each face (Total = 3 @ 7/8” & 3 @ 1/2”) 55G & 65G Towers - Two 7/8” Lines on each face (Total =6)4. Antennas and mounts assumed symmetrically placed at tower apex.5. Rev F tabulated allowable antenna areas assume all round antenna members.6. Allowable flat-plate antenna areas, based on EIA RS-222-C, may be obtained by multiplying Rev. F Antenna areas shown by 0.6.7. Standard foundation designs are based on Rev. F normal soil and Rev. G presumptive clay soil parameters.



N O T E S

1 1 0 M P H 3 - S E C G U S T W I N D S P E E D ( N O I C E ) ,4 0 M P H 3 - S E C G U S T W I N D S P E E D ( 3 / 4 ” I C E ) ,C L A S S I I , E X P O S U R E C , T O P O C A T E G O R Y 1S E I S M I C C O E F F I C I E N T S 1 . 0




STANDARD 65G SELF-SUPPORTING CAMERA TOWERS (all-welded)

5’-0”Square

3.7 cu. yds. concrete

6’-0”Square


7’-3”Square


8’-0”Square


10’

20’

30’

40’

50’

65SS010CT328 lbs.*

65SS020CT502 lbs.*

65SS030CT695 lbs.*

65SS040CT868 lbs.*

65SS050CT1061 lbs.*

TowerHeight

10’

20’

30’

40’

50’

Max. Tip Deflectionat 60 MPH

0.10”

0.10“

0.40”

1.00“

1.80”

Maximum Load at Top EPA

No Ice14.5 ft.7.0 ft.

EPAWith Ice29.0 ft.14.0 ft.

2

4’-9”Square


Includes short base section, tower sections, Rev G grounding material and 3/16” top mounting plate with attachment hardware.

Tower Heights10’ - 40’

50’

24 1/4” Face Width (TYP)

R E V . G :

2

2

2

ALL

WEL

DED

S<_

Per Rev. G requirements, any structure greater than 10’ requires a climber safety device. Please see page 173 for ordering information.

Standard 65GSection (TYP)

* Tower Weight



173

SS6 5 G C A M E R A T O W E R S

S T A N D A R D F O U N D A T I O N D E T A I L S

1. Tower designs are in accordance with ANSI/TIA/222-G.2. Camera and mount assumed symmetrically placed at tower top.3. Tower design assumes one 7/8” line on each tower face.4. Assembly drawings and standard foundation details are provided with the tower.5. Standard foundation illustrated is for general information only and is based on Rev G presumptive clay soil parameters.

Tower Axis

14”21”

CL

CL

24 -1/4”

“W”Square

W/2

W/2

6” of Compacted Sand& Gravel for Drainage

42”

2” Min.

#7 Horizontal Bars12” O.C. Each Way

(Top & Bottom)

6”

G E N E R A L N O T E S





TT-WG-500-W/SMCANTI-CLIMB PANELSVW915A

ORDERED SEPARATELY

A C C E S S O R I E S

Grade

See tower elevation page for “W” dimension.

SAFETY CABLE SYSTEMTT05065

FITS ALL TOWER HEIGHTS

2” Min.

R E V . G :

S<_

1 1 0 M P H 3 - S E C G U S T W I N D S P E E D ( N O I C E ) ,4 0 M P H 3 - S E C G U S T W I N D S P E E D ( 3 / 4 ” I C E ) ,C L A S S I I , E X P O S U R E C , T O P O C A T E G O R Y 1S E I S M I C C O E F F I C I E N T S 1 . 0




STANDARD VG SELF-SUPPORTING CAMERA TOWERS (field bolted)

5’-6”Square


6’-0”Square


7’-3”Square


8’-0”Square


10’

20’

30’

40’

50’

VG010CT500 lbs.*

VG020CT735 lbs.*

VG030CT1016 lbs.*

VG040CT1251 lbs.*

VG050CT1531 lbs.*

TowerHeight

10’

20’

30’

40’

50’

Max. Tip Deflectionat 60 MPH

0.10”

0.10“

0.20”

0.70“

1.30”

Maximum Load at Top

EPANo Ice14.5 ft.7.0 ft.

EPAWith Ice29.0 ft.14.0 ft.

2

5’-0”Square


Includes anchor bolts, templates, tower sections, Rev G grounding material, 1/2” top mounting plate with attachment hardware and step bolts.

Tower Heights10’ - 40’

50’

30” Face Width (TYP)

2

2

2

KN

OC

KED

DO

WN

Per Rev. G requriements, any structure greater than 10’ requires a climber safety device. See page 175 for ordering information.

2 3/8” O.D.Tubular Legs(TYP)

1 1/2” x 1/8”Angle Bracing(TYP)

* Tower Weight



175

SSV G C A M E R A T O W E R S

S T A N D A R D F O U N D A T I O N D E T A I L S

1. Tower designs are in accordance with ANSI/TIA/222-G.2. Camera and mount assumed symmetrically placed at tower top. 3. Tower design assumes one 7/8” line on each tower face.4. Assembly drawings and standard foundation details are provided with the tower.5. Standard foundation illustrated is for general information only and is based on Rev G presumptive clay soil parameters.

Refer to pages 147-153 for Foundation General Notes.

Tower Axis

CL

CL

2’- 6”

“W”Square

W/2

W/2

3’ - 6”

#7 Horizontal Bars12” O.C. Each Way(Top & Bottom)

6”

G E N E R A L N O T E S

A C C E S S O R I E S

Anchor BoltsSee Anchor Bolt layout provided withtower prior to placing concrete.

Grade

See tower elevation page for “W” dimensions.





TT-WG-500-W/SMCANTI-CLIMB PANELSVW917A

ORDERED SEPARATELY

14”21”

SAFETY CABLE SYSTEMTT050SSL

FITS ALL TOWER HEIGHTS


SS S E L F - S U P P O R T I N G T O W E R S - R S L


STANDARD RSL SELF-SUPPORTING TOWERS (field bolted)

COMPLETELY REDESIGNEDThe all new

GENERAL USE

The ROHN RSL is a light weight self-supportingtower designed for use in broadband, publicsafety and security applications. The RSL reachesabove line-of-site obstacles such as tree tops, hilly terrain and buildings. The RSL is shippedknocked down to reduce shipping cost and time.

FEATURES

• Available in heights from 20’ up to 100’• U-shaped legs allows for simple lap splice connection• Available in standard and heavy models• Pre-punched holes for attachment of safety climb systems, mounting kits, etc.• Braces for each section are the same length, while bolt lengths are standard throughout the tower• Tower material is hot-dip galvanized• Assembly drawings provided with tower• Top closing angle standard with each tower package

Optional items are available and may be orderedseparately: • Step Bolts • Safety Climbing System* • Top Post • Anti-Climb Brackets • Multiple Mounting Kits • Grounding kit • Top Plate • Accessory Shelf • Waveguide Brackets • Lightning Rod

*Per Rev G requirements, any structure greater than 10’ requires a climber safety device.

RSL

For more information, please visitour website: www.rohnnet.com

S E L F - S U P P O R T I N G T O W E R S - R S L


177

SS

ORDERING INFO

All users are solely responsible for the installation, use, maintenance, inspection and other work and the compliance with all local, state and federal requirements.

summation of the projected areas of all antennas, mounts and accessories multiplied by appropriate dragfactors. The tabulated EPA values are in addition to the loading from a 3/8 inch diameter safety cable assumed to be mounted to each standard tower. The tabulated EPA values are for a no-ice condition. For design purposes, the tabulated EPA values have been increased 75% when investigating extreme ice loading conditions. 3. The tabulated EPA values apply to towers located on sites with level grade (ANSI/TIA-222-G TopographicCategory 1). Lower EPA values than tabulated would apply for roof mounted towers or for towers located

4. The RSL standard designs are based on one 1/2 inch transmission line for each 10 square feet of EPA up to a maximum of 6 lines unless otherwise noted. All lines are assumed to be symmetrically mounted on thetower faces adjacent to a leg.5. The total weight of all antennas and mounts associated with the tabulated EPA values is assumed toequal 500 pounds for the no-ice condition and 1000 pounds for the extreme ice condition.6. The tabulated EPA values assume the associated antennas and appurtenances are symmetrically mounted unless otherwise noted. Eccentric loading may increase member forces and may require areduction of the tabulated EPA values. Mounting arrangements are assumed to be appropriate for the supporting members utilized. Contact ROHN if assistance is needed in determining the adequacy of a

7. The RSL standard top mast is designed to support a maximum EPA of 5 square feet with 100 pounds vertical load. Other optional top mounts are available upon request. All other loading is assumed to be mounted to the tower below the top mast. 8. The standard RSL tower kits that include dish loading criteria meet ANSI/TIA-222-G twist and sway requirements for a 6 GHz dish frequency. All dishes are assumed to be face mounted. Contact ROHN for assistance with higher frequency or other mounting arrangement applications.

RSL1. Foundation bases must be ordered separately. 2. All accessories must be ordered separately including step bolt kits, safety climb systems, climbing harness with slider, grounding kits, lightning rods, top plate, top mast, mounting kits, W/G brackets, anti-climb assemblies, etc. 3. ROHN standard RSL tower kits are supplied with lock washers as nut locking devices. Pal nuts (P), anco nuts (A) and tri-loc nuts (T) are alternative nut locking devices that may be obtained by adding the

accordance with ANSI/TIA-222-G.) Example: RSL100L10A for Anco Nuts.4. All three tower legs in each section have provision to install step bolts and a safety climb system. When step bolts are desired, one step bolt kit must be ordered for each section of the tower. Increase the number of step bolt kits accordingly when step bolts are desired on more than one tower leg of a section.

DESIGN NOTES




RSL-D01 R4

to a maximum recommended value of 80 (ft2). EPA values shown as “ - ” indicate tower kit is not applicable for the corresponding wind speed.

TUBE BRACINGCLASS I LOADING

90

80

70

60

50

40

30

20

100



179

SS


RSL-D02 R3

TUBE BRACINGCLASS II LOADING

90

50

20

30

40

60

70

80





RSL-D03 R3

ANGLE BRACINGCLASS I LOADING

80

70

60

50

40

30

20

100

90



181

SS

90

80

70

60

50

40

30

20


ANGLE BRACINGCLASS II LOADING

RSL-D04 R3




HEAVY TUBE BRACINGDISH LOADING

51"

48"

45"

42"

39"

36"

33"

30"

27"

24"

21"

SEC

TIO

N

P/N

R10H

R9H

R8H

R7H

R6H

R5H

R4H

R3H

R2H

R1H

LEG

S U

2 3

/4"

X 1/

4"U

2 3

/4"

X 1/

4"U

2 3

/4"

X 1/

4"U

2 3

/4"

X 3/

16"

U 2

3/4

" X

3/16

"U

2 3

/4"

X 3/

16"

U 2

3/4

" X

3/16

"U

2 3

/4"

X 3/

16"

U 2

3/4

" X

3/16

"U

2 3

/4"

X 3/

16"

BR

AC

ES

1 1/

4"Ø

X 1

6GA.

1 1/

4"Ø

X 1

6GA.

1 1/

4"Ø

X 1

6GA.

1 1/

4"Ø

X 1

6GA.

1 1/

4"Ø

X 1

6GA.

1 1/

4"Ø

X 1

6GA.

1 1/

4"Ø

X 1

6GA.

1 1/

4"Ø

X 1

6GA.

1 1/

4"Ø

X 1

6GA.

1 1/

4"Ø

X 1

6GA.

FAC

EW

IDTH

RSL TOWER DESIGN LOADINGACCORDING TO ANSI/TIA-222-G

STRUCTURE CLASSIFICATION = IIEXPOSURE CATEGORY = CTOPOGRAPHIC CATEGORY = 13-SECOND GUST WIND SPEED WITH ICE = 40 MPHDESIGN ICE THICKNESS = 1.0"EARTHQUAKE SPECTRAL RESPONSE ACCELERATION, Ss = 2.50 RSL - D05 RO

HEIGHT (FT) SECTIONS

HIGH PERFORMANCE DISH LOCATED 10 FT BELOW TOWER TOP

TOWER KIT P/N

ALLOWABLE EFFECTIVEPROJECTED AREA (FT²)3-SECOND GUST WIND

SPEED WITHOUT ICE (MPH)

90 100 110 120 130 140

90R1H - R9H HP2 RSL90H19 5 - - - - -

R2H - R10H HP2 RSL90H20 7 - - - - -

80R1H - R8H HP2 RSL80H18 7 - - - - -

R2H - R9H HP2 RSL80H29 17 6 - - - -

R3H - R10H HP4 RSL80H30 10 - - - - -

70

R1H - R7H HP2 RSL70H17 10 - - - - -

R2H - R8H HP2 RSL70H28 20 10 - - - -

R3H - R9H HP2 RSL70H39 31 19 9 - - -

R4H - R10H HP4 RSL70H40 27 12 - - - -

60R1H - R6H HP2 RSL60H16 25 13 5 - - -

R4H - R9H HP4 RSL60H49 43 27 15 6 - -

R5H - R10H HP4 RSL60H50 48 30 18 8 - -

50R1H - R5H HP4 RSL50H15 31 18 8 - - -

R5H - R9H HP4 RSL50H59 72 50 35 23 14 7

R6H - R10H HP4 RSL50H60 78 55 39 26 11 -

40R1H - R4H HP4 RSL40H14 51 36 25 16 8 -

R7H - R10H HP4 RSL40H70 80 80 59 39 23 11

30R1H - R3H HP4 RSL30H13 80 63 48 37 28 20

R8H - R10H HP4 RSL30H80 80 80 74 53 37 24

20R1H - R2H HP4 RSL20H12 80 80 80 75 61 48

R9H - R10H HP4 RSL20H90 80 80 80 69 52 39

The tabulated allowable effuctive projected areas (EPA) are limitedto a maximum recommended value of 80 (ft2). EPA values shown in

the table are in addition to the specified high performance dish.EPA values shown as “ - ” indicate tower kit is not applicable for the

corresponding wind speed.



183

SS

HEAVY ANGLE BRACINGDISH LOADING

51"

48"

45"

42"

39"

36"

33"

30"

27"

24"

21"

SEC

TIO

N

P/N

RA10

HRA

9HRA

8HRA

7HRA

6HRA

5HRA

4HRA

3HRA

2HRA

1H

LEG

S U

2 3

/4"

X 1/

4"U

2 3

/4"

X 1/

4"U

2 3

/4"

X 1/

4"U

2 3

/4"

X 3/

16"

U 2

3/4

" X

3/16

"U

2 3

/4"

X 3/

16"

U 2

3/4

" X

3/16

"U

2 3

/4"

X 3/

16"

U 2

3/4

" X

3/16

"U

2 3

/4"

X 3/

16"

BR

AC

ES

L 1

3/4"

X 3

/16"

L 1

3/4"

X 3

/16"

L 1

3/4"

X 1

/8"

L 1

3/4"

X 1

/8"

L 1

3/4"

X 1

/8"

L 1

3/4"

X 1

/8"

L 1

3/4"

X 1

/8"

L 1

1/2"

X 1

/8"

L 1

1/2"

X 1

/8"

L 1

1/2"

X 1

/8"

FAC

EW

IDTH

RSL TOWER DESIGN LOADINGACCORDING TO ANSI/TIA-222-G

STRUCTURE CLASSIFICATION = IIEXPOSURE CATEGORY = CTOPOGRAPHIC CATEGORY = 13-SECOND GUST WIND SPEED WITH ICE = 40 MPHDESIGN ICE THICKNESS = 1.0"EARTHQUAKE SPECTRAL RESPONSE ACCELERATION, Ss = 2.50

HEIGHT (FT) SECTIONS

HIGH PERFORMANCE DISH LOCATED 10 FT BELOW TOWER TOP

TOWER KIT P/N

ALLOWABLE EFFECTIVEPROJECTED AREA (FT²)3-SECOND GUST WIND

SPEED WITHOUT ICE (MPH)

90 100 110 120 130 140

90 RA2H - RA10H HP2* RSL90AH20 0 - - - - -

80RA1H - RA8H HP2* RSL80AH18 0 - - - - -

RA2H - RA9H HP2 RSL80AH29 12 - - - - -

RA3H - RA10H HP4 RSL80AH30 6 - - - - -

70

RA1H - RA7H HP2 RSL70AH17 6 - - - - -

RA2H - RA8H HP2 RSL70AH28 17 5 - - - -

RA3H - RA9H HP2 RSL70AH39 28 14 4 - - -

RA4H - RA10H HP4 RSL70AH40 21 8 - - - -

60RA1H - RA6H HP2 RSL60AH16 20 10 - - - -

RA4H - RA9H HP4 RSL60AH49 39 22 10 - - -

RA5H - RA10H HP4 RSL60AH50 43 26 13 - - -

50RA1H - RA5H HP4 RSL50AH15 29 15 4 - - -

RA5H - RA9H HP4 RSL50AH59 68 46 31 20 10 -

RA6H - RA10H HP4 RSL50AH60 74 50 34 22 12 5

40RA1H - RA4H HP4 RSL40AH14 50 34 22 13 6 -

RA7H - RA10H HP4 RSL40AH70 80 80 67 50 37 27

30RA1H - RA3H HP4 RSL30AH13 80 62 47 35 27 20

RA8H - RA10H HP4 RSL30AH80 80 80 80 80 68 49

20RA1H - RA2H HP4 RSL20AH12 80 80 80 74 60 47

RA9H - RA10H HP4 RSL20AH90 80 80 80 80 80 67

The tabulated allowable effuctive projected areas (EPA) are limitedto a maximum recommended value of 80 (ft2). EPA values shown in

the table are in addition to the specified high performance dish.EPA values shown as “ - ” indicate tower kit is not applicable for the

corresponding wind speed.

RSL - D06 RO




O P T I O N A L A C C E S S O R I E S

LEG MOUNTRSLM-DLMMounting pipe: 2.38” O.D. x 0.154” wall x 5’ long mounting pipe.

RTP12 RTP07RTP34 RTP08RTP56 RTP09

ACCESSORY SHELFRASK12 RASK34 RASK05 Mounts to tower legs at approximately 4’ - 6”below top. Kit includes plate and attachmenthardware. Top plate, if required, must beordered separately.

TOP MAST KITRSLTMA2.38” O.D. x 0.154” wall x3’ mast mounts to top platekit. Top plate kit must be ordered separately.

FRAME MOUNTRSLM-3FM10’ Frame mount with1.90” O.D. x 0.145“ wall x 10’ horizontal pipewith 2.38” O.D. x 0.154“ wall x 5’ mounting pipes.

FACE MOUNTRSLM-DFMLFace Mount with 2.38” O.D. x 0.154“wall x 5’ long mounting pipe.

RSLM-DFMHFace Mount with 4.5” O.D. x 0.237” wall x 5’ mounting pipe.

TOP PLATE KIT

Mounts to top closingangles provided with

TB3 and TB4 thrustbearings. Kit includesplate and attachmenthardware.

SINGLE ARM MOUNTRSLM-SAM3’ single arm with 1.50” O.D. x 0.120” wall x 10’ horizontal pipe.

LEG MOUNTED BRACKETRSLM-LMBLeg mounted bracket with a 1.90” O.D. x 0.154” wall x 6” mounting post.

SIDE ARM MOUNTRSLM-3SA3’ Side Arm Mount with1.90” O.D. x 0.145” wall x8’ horizontal pipe and 2.38“ O.D.x 0.154” wall x 5’mounting pipe.



185A

SS

RSL GROUNDING KITRGKG (3 LEG KIT)RGKG-1 (1 LEG KIT)Grounding kit, perRev. G, 5/8” x 10’ groundrods, 7/16” IWRC stranded galvanized ground leads and clamps.

Tower Height20’ - 50‘

60’ - 100’

Part NumberTTRSL50

TTRSL100


CLIMBING HARNESSTTFBH-4D (Journeyman Harness)TTFBH-C/P (Professional Harness)

SAFETY CABLE SYSTEMS

RSLSTEPOne kit consists of (10) 5/8” x 7” steps for one 10’ tower section. Order one kit for each section of tower forstep bolts on one leg.

STEP BOLT KIT

ANTI-CLIMB BRACKETSRACWBrackets to be used with barbed orrazor wire (wire not included). Kitincludes (3) outer and (3) inner brackets with required mountinghardware.

LIGHTNING RODLRCL5’ Copper clad, mounts to topclosing angles.

WAVEGUIDE BRACKETSRSWGBIncludes (1) 3-hole bracket with required mounting hardware. Mounts to pre-punched holesin leg.

SECTOR MOUNTRSM1 RSM3RSM2 RSM4Mount can accomodate upto (12) 5’ mounting pipes. Brackets and U-bolts at cornersare provided with this kit. Additional mounting kits (RSMBK)and pipes must be ordered separately.

TIE BACK ASSEMBLYRSLTBADish tie back bracket. Clamps to a leg at any location. Includes (1) bracket with required mounting hardware.

RSMBK (Typ)

Barbed wire shown installed.

2 1/4”

(3) 7/16” holes(3) 3/4” holes

O P T I O N A L A C C E S S O R I E S




SSS

TA

ND

AR

D R

SL

SE

LF

-SU

PP

OR

TIN

G T

OW

ER

S (fie

ld b

olte

d)

Final Grade4”

4’ - 4”

Horizontal Brace usedfor leveling

EmbedmentAngles

3’ - 9 1/2”

Horizontal #7 bars equallyspaced each way top & bottom.

A(square)

B

Center ofFoundationand Tower

9.5”

C

Standard foundations illustrated are for general information purposes only.Actual details are provided with tower assembly drawings.

SHORT BASE ANCHOR BASE

Short Base Leg

Anchor base option includes: full-size template, anchor boltlower template, anchor bolts and leg stubs.

Short Base Section

RSB02

RSB03

RSB04

RSB05

RSB06

RSB07

RSB08

RSB09

RSB10

Dimensions A

7’ - 6”

7’ - 9”

8’ - 0”

8’ - 3”

8’ - 6”

8’ - 6”

9’ - 6”

9’ - 9”

10’ - 0”

B3’ - 9”

3’ - 10 1/2”

4’ - 0”

4’ - 11/2”

4’ - 3”

4’ - 3”

4’ - 9”

4’ - 10 1/2”

5’ - 0”

C2’ - 5”

2’ - 5”

2’ - 5”

2’ - 5”

2’ - 4”

2’ - 3”

2’ - 7”

2’ - 7”

2’ - 7”

Concrete(Cu. Yds)

9.0

9.6

10.3

10.9

11.6

11.6

14.5

15.3

16.0

No. 7Bars Req.

32

40

40

40

40

40

40

48

48

Leg Stubs& Anchors

RAL02

RAL03

RAL04

RAL05

RAL06

RAL07

RAL08

RAL09

RAL10

STANDARD FOUNDATION INFORMATION(Used with short base and anchor base options)

SHORT BASE(Ordered separately from tower)

ANCHOR BASE(Ordered separately from tower)

Center ofFoundationand Tower

Double nut baseused for leveling

TowerBase Section

2

3

4

5

6

7

8

9

10

Full sizetemplate

B

A(square)

C


185B



SS

ROHN standard RSL tower kits are supplied with lock washers as nut locking devices. Pal nuts (P), ANCO nuts (A) and Tri-Loc

kit part number. Nut locking devices are required in accordance with ANSI/TIA-222-G.

RSLAKITS R2

O P T I O N A L I T E M SM U S T B E O R D E R E D S E P A R A T E L Y

185C




S S V S E L F - S U P P O R T I N G T O W E R S

20’ 2W

20’ 3WN

20’ 4N

20’ 5N

20’ 6N

20’ 7N

20’ 8N

20’ 9N

20’ 10N

20’ 11N

20’ 12N

20’ 13N

20’ 14N

20’ 15N

20’ 16N

Field BoltedConstruction

All-WeldedConstruction

SectionNumber Upper Lower

NominalSpread Dimension

1WB

2W

3WN

4N

5N

6N

7N

8N

9N

10N

11N

12N

13N

14N

15N

16N

1’ - 2”

1’ - 2”

1‘ - 6“

1’ - 10”

2’ - 2”

2’ - 6”

4’ - 6 1/4”

6’ - 6 3/4”

8’ - 6 3/4”

10’ - 6 3/4”

12’ - 7 1/4”

14’ - 7 7/8”

16’ - 8 3/8”

18’ - 8 3/8”

20’ - 9 3/8”

22’ - 9 3/8”

1’ - 2”

1’ - 6”

1‘ - 10“

2’ - 2”

2’ - 6”

4’ - 6 1/4”

6’ - 6 3/4”

8’ - 6 3/4”

10’ - 6 3/4”

12’ - 7 1/4”

14’ - 7 7/8”

16’ - 8 3/8”

18’ - 8 3/8”

20’ - 9 3/8”

22’ - 9 3/8”

24’ - 9 3/8”

SS

GENERAL USE

The ROHN SSV tower has been in service for over50 years. The design utilizes standard partsarranged to create a unique structure. The legsare tubular with angle braces at the bottom andsolid legs and braces in the top sections. This tower is used in a variety of applications, fromPCS structures and broadband to security, sportslighting and more. The SSV has proven to be one of the industry’s most efficient and preferredstructures. All ROHN SSV towers are hot-dipgalvanized, inside and out for corrosion protection.

SSVSTANDARD


10’ 1WB

Do

not u

se fo

r con

stru

ctio

n.Se

e to

wer

ass

embl

ey d

raw

ings

.

S E L F - S U P P O R T I N G S T A N D A R D T O W E R S




187

SS

Assy. P/N Tower Section No.

1TT

3TT

4TTN5TTN6TT

1W, 1WB, 2W

2WST, 2WB, 3WN

3WNST, 3WNB, 4N4NST, 4NA, 4WB, 4NC, 5N5NST, 5NA, 5NB, 5NC, 6C

Tapered Top

14”2 3/8” O.D. Tube

General Notes:1. Standard tower designs are in accordance with approved national standard ANSI/TIA-222-G, Structure Class II, Topographic Catergory 1, 3/4” design ice thickness, seismic coeffilient SS < 1.0.2. Tower designs assume allowable projected areas are symmetrically placed on the tower.3. Designs assume one 7/8 line to top and two 7/8 lines to 30 feet below top, one line on each face.4. All towers are provided with step bolts and a tapered top.5. Grounding kit must be ordered seperately.6. Assembly drawings and standard foundation details are supplied with the tower.7. Custom designs for site-specific applications are available upon request.

REV G, 90 MPH 3-SEC, 3/4" ICE

TOWER HEIGHT

(FT.)

TOWER ASSEMBLY NUMBER

SECTIONSEFFECTIVE PROJECTED AREA

(SQ. FT.)

TOP BASETOP 30' BELOW TOP

EXP B EXP C EXP B EXP C

40 SS040R90 2W 3WN 18 13 31 19

50 SS050R90 1WB 3WN 7 5 12 7

60 SS060R90 2W 4N 15 10 25 16

70 SS070R90 1WB 4N 6 4 10 5

80 SS080R90 2W 5N 13 9 22 14

90 SS090R90 1WB 5N 5 3 8 5

100 SS100R90 2W 6N62 11 7 18 11

110 SS110R90 1WB 6N62 4 2 7 3

120 SS120R90 2W 7N165 10 6 17 10

130 SS130R90 1WB 7N165 4 2 7 3

140 SS140R90 2W 8N106 9 4 15 7

150 SS150R90 1WB 8N106 5 2 8 3

160 SS160R90 2W 9N325 8 - 14 -

170 SS170R90 1WB 9N325 5 - 8 -

180 SS180R90 2W 10N387 4 - 6 -




SSS E L F - S U P P O R T I N G S T A N D A R D T O W E R S



TOWER HEIGHT

(FT.)



(SQ. FT.)



40 SS040R100 2W 3WN 14 10 24 15

50 SS050R100 1WB 3WN 5 3 8 5

60 SS060R100 2W 4N 11 7 18 12

70 SS070R100 1WB 4N 4 2 7 3

80 SS080R100 2W 5N 10 6 17 10

90 SS090R100 1WB 5N 3 2 5 2

100 SS100R100 2W 6N62 7 4 12 6

110 SS110R100 1WB 6N62 3 2 5 -

120 SS120R100 2W 7N165 6 2 10 3

130 SS130R100 1WB 7N165 2 - 3 -

140 SS140R100 2W 8N106 5 - 8 -

150 SS150R100 1WB 8N106 3 - 5 -

160 SS160R100 2W 9N325 4 - 6 -

170 SS170R100 1WB 9N325 2 - 2 -


189

TYPICAL SHORT BASE

Part No: SB2, SB3, SB4 & SB5Installed when 2N - 5N sections are

used as tower base.

Bracing Detail for Sections 1W - 3WNSolid Round Legs & Solid Round Braces

Straight and Tapered Sectionsavailable.

Bracing Detail for Straight Sections 6N - 11NTubular Legs & Angle Braces


S E L F - S U P P O R T I N GH E A V Y D U T Y S E C T I O N S

SS

Bracing Detail for Sections 4N & 5NSolid Round Legs & Solid Round Braces


Bracing Detail for Tapered Sections 6N - 16NHTubular Legs & Angle Braces

Anchor bolt configurations are provided with larger towers.




SSV HD SELF-SUPPORTING TOWERS

20’ 3WN10’

3WNB

20’ 4N

20’ 5N

20’ 6N

20’ 7N

20’ 8N

20’ 9NH

20’ 10NH

20’ 11N

20’ 12NH

20’ 13NH

20’ 14NH

20’ 15NH

20’ 16NH

Field BoltedConstruction

3WN

3WNB

4N

5N

6N

7N

8N

9NH

10NH

11N

12NH

13NH

14NH

15NH

16NH

1’ - 6”

1’ - 10”

1’ - 10”

2’ - 2”

2’ - 6”

4’ - 6 1/4”

6’ - 6 3/4”

8’ - 6 3/4”

10’ - 6 3/4”

12’ - 7 1/4”

14’ - 7 7/8”

16’ - 8 3/8”

18’ - 8 3/8”

20’ - 9 3/8”

22’ - 9 3/8”

1’ - 10”

1’ - 10”

2’ - 2”

2’ - 6”

4’ - 6 1/4”

6’ - 6 3/4”

8’ - 6 3/4”

10’ - 6 3/4”

12’ - 7 1/4”

14’ - 7 7/8”

16’ - 8 3/8”

18’ - 8 3/8”

20’ - 9 3/8”

22’ - 9 3/8”

24’ - 9 3/8”



SS

GENERAL USE

The ROHN SSV HD tower has the same featuresand utility as the SSV tower, but with Heavy Dutylegs and braces. The heavy duty tower allows forthe structure to support more loading and higherwind and ice loading. This tower serves the sameapplications as the SSV including: PCS, broadband,security, sports lighting and many others. TheSSV HD also has standard “pre-engineered” towerscreated from standard sections. All ROHN SSVtowers are hot-dip galvanized, inside and out for corrosion protection.

Do

not u

se fo

r con

stru

ctio

n.Se

e to

wer

ass

embl

ey d

raw

ings

.

SSVHEAVY DUTY


All-WeldedConstruction

Tapered Top

14”2 3/8” O.D. Tube

S E L F - S U P P O R T I N G H E A V Y D U T Y S T A N D A R D T O W E R S



191

SS

Assy. P/N Tower Section No.

1TT

3TT

4TTN5TTN6TT

1W, 1WB, 2W

2WST, 2WB, 3WN

3WNST, 3WNB, 4N4NST, 4NA, 4WB, 4NC, 5N5NST, 5NA, 5NB, 5NC, 6C




TOWER HEIGHT

(FT.)



(SQ. FT.)



40 SS040HD90 3WN 4N 41 29 60 40

50 SS050HD90 3WNB 5N 36 27 60 40

60 SS060HD90 3WN 5N 35 26 60 40

70 SS070HD90 3WNB 6N62 32 23 54 38

80 SS080HD90 3WN 6N62 22 15 37 25

90 SS090HD90 3WNB 7N165 27 18 46 30

100 SS100HD90 3WN 7N165 20 13 34 21

110 SS110HD90 3WNB 8N106 24 10 41 17

120 SS120HD90 3WN 8N106 18 11 31 18

130 SS130HD90 3WNB 9N82 21 9 36 15

140 SS140HD90 3WN 9N82 16 10 27 17

150 SS150HD90 3WNB 10N183 19 11 33 18

160 SS160HD90 3WN 10N183 15 8 25 14

170 SS170HD90 3WNB 11N332 18 9 31 15

180 SS180HD90 3WN 11N332 13 6 21 10




SS

General Notes:1. Standard tower designs are in accordance with approved national standard ANSI/TIA-222-G, Structure Class II, Topographic Catergory 1, 3/4” design ice thickness, seismic coeffilient SS < 1.0.2. Tower designs assume allowable projected areas are symmetrically placed on the tower.3. Designs assume one 7/8 line to top and two 7/8 lines to 30 feet below top, one line on each face.4. All towers are provided with step bolts and a tapered top.5. Grounding kit must be ordered seperately.6. Assembly drawings and standard foundation details are supplied with the tower.



TOWER HEIGHT

(FT.)



(SQ. FT.)



40 SS040HD100 3WN 4N 32 23 50 38

50 SS050HD100 3WNB 5N 29 21 49 35

60 SS060HD100 3WN 5N 28 20 48 34

70 SS070HD100 3WNB 6N62 25 17 42 28

80 SS080HD100 3WN 6N62 17 11 28 18

90 SS090HD100 3WNB 7N165 19 11 32 18

100 SS100HD100 3WN 7N165 14 7 24 11

110 SS110HD100 3WNB 8N106 17 9 28 15

120 SS120HD100 3WN 8N106 12 5 20 9

130 SS130HD100 3WNB 9N82 14 8 24 13

140 SS140HD100 3WN 9N82 10 4 17 7

150 SS150HD100 3WNB 10N183 12 3 20 5

160 SS160HD100 3WN 10N183 9 - 15 -

170 SS170HD100 3WNB 11N332 9 - 15 -

180 SS180HD100 3WN 11N332 6 - 10 -


TOWER HEIGHT

(FT.)



(SQ. FT.)



40 SS040HD110 3WN 4N 26 18 40 30

50 SS050HD110 3WNB 5N 23 17 39 28

60 SS060HD110 3WN 5N 23 16 39 26

70 SS070HD110 3WNB 6N62 19 12 33 20

80 SS080HD110 3WN 6N62 12 7 20 11

90 SS090HD110 3WNB 7N165 13 7 22 10

100 SS100HD110 3WN 7N165 9 3 15 4

110 SS110HD110 3WNB 8N106 11 5 18 8

120 SS120HD110 3WN 8N106 7 2 11 3

S E L F - S U P P O R T I N G H E A V Y D U T Y S T A N D A R D T O W E R S



193

SS

TowerBaseSect.No.

Pier & Pad

D A C

Dimensions Req’d Conc.(cu. yds.3 fdns)

Mat

WReq’dConc.

(cu. yds.)D Y

Req’dConc.

(cu. yds.)

Drilled Pier

3WN4N5N

6N627N1658N106

9N325/9N 8210N387/10N183

11N332

Round Square----

8’ - 0”8’ - 0”8’ - 0”8’ - 6”9’ - 0”

----

4’ - 6”5‘ - 0”5’ - 6”5‘ - 6”6’ - 0”

----

2’ - 0”2’ - 0”2’ - 0”2’ - 0”2‘ - 6”

----

6.37.38.48.6

11.4

----

6.97.99.09.2

12.6

6’ - 9”8’ - 0”8’ - 9”

10’ - 3”11’ - 6”14’ - 3”16’ - 0”18’ - 3”

-

6.89.5

11.315.619.630.137.949. 3

-

-----

15’ - 0”18’ - 0”20’ - 0”22’ -0”

-----

2’ - 6”2’ - 6”2’ - 6”2’ - 6”

-----

8.410.211.112.3

S E L F - S U P P O R T I N GA N S I / T I A - 2 2 2 - G S T A N D A R D F O U N D A T I O N S

Pier & PadElevation View

6” Grade

Horizontal Barseach way

Vert. Barsequallyspaced

D

CircularTies

2’

C

A(square)

Y

Drilled PierElevation View

6”

D

CircularTies

Vert. Barsequallyspaced

Section A-A

YY

Vertical Bars

AA

MatElevation View

Tower Axisand center

of pad

Plan View

Horizontal bars each way,top and bottom

6”

4’

W(square)

Round or Square Pier

Tower Axis

Plan View

Grade Grade

Standard foundations illustrated are for general information purposes only and are based on Rev G presumptive clay soil parameters. Foundation installation details are provided with tower assembly drawings.


S E L F - S U P P O R T I N G T O W E R S - S S M W


S S M W S E L F - S U P P O R T I N G T O W E R S

20’ B

20’ C

20’ E

20’ F

20’ G

20’ H

20’ J

20’ K

20’ M

30’ N

20’ L

30’ P

30’ Q

30’ R

30’ S

30’ T



B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

S

T

8’ - 6 1/2”

8’ - 6 1/2”

10’ - 7”

12’ - 7 1/2”

14‘ - 11 1/2“

17’ - 5 1/2”

19‘ - 11 1/2”

22’ - 6 1/2“

25‘ - 0 1/2”

27’ - 6 1/2“

30‘ - 0 1/2”

32’ - 6 1/2“

36‘ - 3 1/2”

40’ - 2 1/8“

43‘ - 11 1/8”

47’ - 8 1/8“

51’ - 5 1/8”

8’ - 6 1/2”

10’ - 7”

12’ - 7 1/2”

14‘ - 11 1/2“

17’ - 5 1/2”

19‘ - 11 1/2”

22’ - 6 1/2“

25‘ - 0 1/2”

27’ - 6 1/2“

30‘ - 0 1/2”

32’ - 6 1/2“

36‘ - 3 1/2”

40’ - 2 1/8“

43‘ - 11 1/8”

47’ - 8 1/8“

51’ - 5 1/8”

55’ - 2 1/8”

20’ D

SS

GENERAL USE

The ROHN SSMW tower is a unique design usinga K-Brace system with horizontal plan bracing toallow free standing towers to reach heights to900’. The SSMW is designed with pipe legs andpipe braces with �anges at each end for connection.The SSMW tower design can be used in conjunctionwith the SSV tower. All SSMW towers are hot-dipgalvanized, inside and out for corrosion protection.

SSMW


S E L F - S U P P O R T I N GS S M W S E C T I O N S

S E L F - S U P P O R T I N G T O W E R S - S S M W


195

SS

Typical section assembly detail for sections B, C & D. Section E, F, G, H & J are identical except

for the number of bays of bracing. Typical section assemblydetail for sections K, L & M.

Typical section assemblydetail for sections N, P, Q,

R, S & T.Secondary horizontal sub-bracing are used on sections Q, R, S & T.

Bracing spliceconnections areused on sectionsQ through T.

SSMW SECTIONSSections are designed for many different

sizes of braces and legs.

View A-A

View B-B

A

A

B

B


S E L F - S U P P O R T I N G T O W E R S - S S V S R


SSVSR SELF-SUPPORTING TOWERS

20’ 1W

20’ 2W

20’ 3WN

20’ 4N

20’ 5N

20’ 6SR

20’ 7SR

20’ 8SR

20’ 9SR

20’ 11SR

20’ 12SR

20’ 13SR

20’ 14SR

20’ 15SR

20’ 16SR

All BoltedConstruction

All WeldedConstruction



1W

2W

3WN

4N

5N

6SR

7SR

8SR

9SR

10SR

11SR

12SR

13SR

14SR

15SR

16SR

1’ - 2”

1’ - 2”

1’ - 6”

1’ - 10”

2’ - 2”

2’ - 6”

4’ - 6 1/4”

6’ - 6 3/4”

8’ - 6 3/4”

10’ - 6 3/4”

12’ - 7 1/4”

14’ - 7 7/8”

16’ - 8 3/8”

18’ - 8 3/8”

20’ - 9 3/8”

22’ - 9 3/8”

1’ - 2”

1’ - 6”

1’ - 10”

2’ - 2”

2’ - 6”

4’ - 6 1/4”

6’ - 6 3/4”

8’ - 6 3/4”

10’ - 6 3/4”

12’ - 7 1/4”

14’ - 7 7/8”

16’ - 8 3/8”

18’ - 8 3/8”

20’ - 9 3/8”

22’ - 9 3/8”

24’ - 9 3/8”

20’ 10SR

SS

GENERAL USE

The ROHN SSVSR tower is similar in design to theROHN SSV tower, but uses solid round legs insteadof tubular legs. The SSVSR tower gives theversatility to switch to a solid leg, if desired. Thestandard side arms, dish mounts, ladders andwaveguide supports that are used on the SSVtower can be used on the SSVSR tower. All SSVSRtowers are hot-dip galvanized for corrosionprotection.

SSVSR


Part No: SB2, SB3, SB4 & SB5Installed when 2N - 5N sections are

used as tower base.

Anchor bolt con�gurations are provided with larger towers.

Bracing Detail for Sections 1W - 3WNSolid Round Legs & Solid Round Braces


Bracing Detail for Straight Sections 6SR & 11SRSolid Round Legs & Angle Braces

S E L F - S U P P O R T I N G T O W E R S - S S V S R


197

SSS E L F - S U P P O R T I N G

S O L I D R O U N D L E G S E C T I O N S

SSVSR SECTIONSSections are designed for many different


Bracing Detail for Sections 4N & 5NSolid Round Legs & Solid Round Braces


Bracing Detail for Tapered Sections 6SR - 16SRSolid Round Legs & Angle Braces

TYPICAL SHORT BASE


S E L F - S U P P O R T I N G T O W E R S - R S




RSS06

RST08

RST10

RST12

RST15

RST18

RST21

RST24

RST27

6’

6‘

8’

10‘

12’

15‘

18’

21‘

24’

6’

8‘

10’

12‘

15’

18‘

21’

24‘

27’

RS SELF-SUPPORTING TOWERS

30’ RST27

30’ RST24

30’ RST21

30’ RST18

30’ RST15

20’ RST12

20’ RST10

20’ RST08

20’ RSS06

20’ RSS06

SS

20’ RSS06

GENERAL USE

The ROHN RS tower is a unique solid round leg tower that uses angle braces in an X-Brace pattern. The RS tower is custom designed with standard components to shorten lead times. All RS towers are hot-dip galvanized for corrosion protection.

RS


5’ RSS06

S E L F - S U P P O R T I N GR S S E C T I O N S

RSS 20’ Straight SectionSolid Round Legs & Angle Braces

RST 20’ Tapered SectionSolid Round Legs & Angle Braces

RST 30’ Tapered SectionSolid Round Legs & Angle Braces

S E L F - S U P P O R T I N G T O W E R S - R S


199

SS

RS SECTIONSSections are designed for many different


RST 30’ Base SectionSolid Round Legs & Angle Braces


200

N O T E S

A G E N E R A L T O W E R & S I T E A C C E S S O R I E S

3’ AND 6’ SIDE ARMS, STR AIGHT/TAPERED TOWER SECTIONS


202

SA32PL

SA325PL

SA33PL

SA335PL

SA34PL

SA35PL

SA36PL

SA38PL

SA310PL

SA312PL

2.38”

2.88”

3.50”

4.00”

4.50”

5.56”

6.63”

8.63”

10.75“

12.75”

Notes:1. Standard tiebacks to the supporting structure are available for towers with 8.5 ft. or less face width.2. To order tiebacks, include (1TB) for one or (2TB) for two after side arm assembly part number.3. Custom side arms and tiebacks are available upon request. 4. Check for leg size to determine assembly number required.

Tower Leg O.D.

2.38” - 4.50”

5.56” - 6.63”

3’ Side Arm 6’ Side Arm

SA324A

SA356A

SA624A

SA656A

Tower Leg O.D.3’ Side Arm 6’ Side Arm

SA62PL

SA625PL

SA63PL

SA635PL

SA64PL

SA65PL

SA66PL

SA68PL

SA610PL

SA612PL

3’

Tower Leg

Tower Leg

2.38” O.D. x 5’ LongMounting Tube

2.38” O.D. x 5’ LongMounting Tube

6’

3’ Side Arm 6’ Side Arm

All side arms are hot-dip galvanized and include all hardware to attach mount to tower.

U N I V E R S A L K I T S L E G S P E C I F I C K I T S

L E G D I S H M O U N T S


G E N E R A L T O W E R & S I T E A C C E S S O R I E S


A

Tower Leg

Tower Leg

4.50” O.D. x 6’ - 8” LongStandard Mounting Tube

Description

Fits leg sizes 2.38” O.D. - 4.50“ O.D.


Part No.

S24HUM

S56HUM

Straight Leg

Description



Part No.

T24HUM

T56HUM

Tapered Leg

Straight Tapered

Leg O.D.

2.38”

2.88“

3.50”

4.00“

4.50”

5.50“

6.63”

Part No.

VY1949A

VY1950A

VY1951A

VY1952A

VY1953A

VY1954A

VY1955A

Kits include (1) clip with u-bolts. Some dishes require (2) tie-backs.

L E G T I E - B AC K P L AT E K I T

9/16”, 11/16” and 13/16”dia. holes

provided.



204

Length

5’

6’

8’

10’

12’

Part No.

TMT6LL05

TMT6LL06

TMT6LL08

TMT6LL10

TMT6LL12

TS 6” x 6” x 3/16”

Step 1. Select Tie-Back Tube Size & Length

Length

5’

6’

8’

10’

12’

Part No.

TMT6L05

TMT6L06

TMT6L08

TMT6L10

TMT6L12

TS 6” x 6“ x 1/4”

Length

5’

6’

8’

10’

12’

Part No.

TMT6H05

TMT6H06

TMT6H08

TMT6H10

TMT6H12

TS 6” x 6“ x 3/8”

Leg O.D.

1.90” - 5.56“

6.63” - 8.63“

Part No.

VY2911A

VY2912A

4” Tube

Leg O.D.

1.90” - 5.56“

6.63” - 8.63“

10.75” - 12.75”

Part No.

VY4457A

VY4458A

VY4459A

6” Tube

Step 2. Select Angle Bracket Kit Based on leg O.D.

Leg O.D.

1.90” - 2.38“

2.88”

3.50”

4.00”

4.50”

5.56”

6.63”

8.63”

10.75”

12.75”

Part No.

JR83AW4

JR84AW4

JR88AW4

JR89AW4

JR85AW4

JR86AW4

JR87AW4

JR90SAW4

JR110AW4

JR120AW4

Step 3. Select U-Bolt Kit Based on leg O.D.

Tube Size

4”

6”

Part No.

AP34T4

AP6T2

Step 4. Select Additional Tie-Back Plate Kits (if required).

T I E - B A C K A S S E M B L I E S[ F o l l o w s t e p s 1 - 4 t o o r d e r ]

All mounts and tie-back assemblies are hot-dip galvanized and include all hardware to attach mount to tower.

Step 2:Select angle bracketkit (includes (2) brackets).

Step 1:Select tie-back tube.

Step 3:Select u-boltkit (includes(4) u-bolts).

Step 4:Select additional tie-backplate kits, if required.

Optional Position

(1) Tie-back plate kit provided with mount,9/16”, 11/16” and 13/16”dia. holes provided.

F A C E D I S H M O U N T S[ F O L L O W S T E P S 1 - 3 T O O R D E R ]

ORDERING INFORMATION:

Tube Description

4.50” O.D. x 5’

4.50” O.D. x 6.67’

4.50” O.D. x 10’

Part No.

DMF4T050S

DMF4T068S

DMF4T100S

Straight Leg

Step 1. Select Mounting Tube Length (4.50” O.D. x 0.237” wall)

Tube Description

4.50” O.D. x 5’

4.50” O.D. x 6.67’

4.50” O.D. x 10’

Part No.

DMF4T050T

DMF4T068T

DMF4T100T

Tapered Leg

Leg O.D.

1.90” - 2.38“

2.88”

3.50”

4.00”

4.50”

5.56”

Part No.

JR83AW4

JR84AW4

JR88AW4

JR89AW4

JR85AW4

JR86AW4

Straight or Tapered Legs

Step 2. Select Upper and Lower Connections Because leg O.D. may be different at upper and lower connections, select one part number for upper and one part number for lower.

Length

5’

6’

8’

10’

Part No.

TMT4L05

TMT4L06

TMT4L08

TMT4L10

4” x 4” x 11GA

Step 3. Select Square Tube Supports Based on required strength and length. Select (1) part number for upper support and (1) part number for lower support.

Length

5’

6’

8’

10’

Part No.

TMT4H05

TMT4H06

TMT4H08

TMT4H10

4” x 4“ x .25”

Length

5’

6’

8’

10’

Part No.

TMT4XH05

TMT4XH06

TMT4XH08

TMT4XH10

4” x 4“ x .375”

UpperConnection

LowerConnection

UpperConnection

LowerConnection

TowerLeg

TowerLeg

Step 3:Select upper and lowersquare tube supports

(2) Brackets are included with each kit.

Tapered Legs

Step 1:Select

MountingTube

Plan View

Straight Legs

Step 1:Select

MountingTubeStep 2:

Select upperand lower

connections




A

Step 2:Select upper

and lowerconnections



206

F A C E M O U N T K I T S

LIGHTWEIGHT FACE MOUNT KITS

Mounting Tube

2.38“ O.D. x 0.154” wall x 5’ Long

4.50“ O.D. x 0.237” wall x 5’ Long

Part No.

FM35NU2

FM35NU4

FITS MIN. FACE WIDTH 18” TO MAX. FACE WIDTH 30”,LEG SIZES 1” TO 1 3/4” O.D.

TowerLeg

2.38” or4.50” O.D.Mounting

TubeFace dish mounts are hot-dip galvanized and include all requiredhardware to attach mount to tower.

Straight or Tapered Legs




A

Face Spread

8’ Max.

8’ Min. - 14’ Max.

Part No.

KY2016A

KY1993A

Frame Support AssemblyStraight Leg

SECTOR MOUNT ORDERING INFORMATION

Step 1. Select frame P/N based on tower face spread.

Mast

2.38” O.D. (0.154“ wall) x 5’ Long

2.38” O.D. (0.218” wall) x 8’ Long

Part No.

VY4935A

VY4935A8

Antenna Mast Kit

Step 2. Select antenna mast kits (2 min.) (1) Kit per mast tube

Standard mount shipswith (1) tie back.

3’ 5”

20’ *

(Qty. is for (1) sector only)

Face Spread

8’ Max.

8’ Min. - 14’ Max.

Part No.

KY2006A

KY2015A

Frame Support AssemblyTapered Leg

Leg O.D.

2.38” O.D.

2.88” O.D.

3.50” O.D.

4.00” O.D.

4.50” O.D.

5.56” O.D.

6.63” O.D.

8.63” O.D.

Part No.

KY1994A

KY1995A

KY1996A

KY1997A

KY1998A

KY1999A

KY2000A

KY2001A

Leg Mounting KitStraight Leg

Step 3. Select leg mounting kit.

Leg O.D.

2.38” O.D.

2.88” O.D.

3.50” O.D.

4.00” O.D.

4.50” O.D.

5.56” O.D.

6.63” O.D.

8.63” O.D.

Part No.

KY2007A

KY2008A

KY2009A

KY2010A

KY2011A

KY2012A

KY2013A

KY2014A

Leg Mounting KitTapered Leg

* Horizontal boom also availablein 12’ - 18‘ lengths (2’ increments).Add desired width to end of framesupport part number if less thana 20‘ width is desired

Example: For an 18’ width, order part numberKY2016A18. (Refer to table for step 1.)

Side View

S E C T O R M O U N T[ F O L L O W S T E P S 1 - 3 T O O R D E R ]

Step 1:Select frame P/N from

table below.

Step 2:Select antenna mast from

table below.

Step 3:Select leg

mounting kitfrom table

below.

6’ - 1”

Sector mounts are hot-dip galvanizedand include all required hardware toattach mount to tower. Face Spread

(See Step 1)


R O T O R P L A T E A S S E M B L I E SF O R R O H N S T A N D A R D S E L F - S U P P O R T I N G T O W E R S


208

4’ - 6”Mast Pipe

TB3 or TB4

Top Plate toMount TB3 or TB4 Thrust Bearing

Tower Axis

1W / 2WTower Leg

P/N: VU479A

NOTES:1. All plates are 3/8” thick2. Rotor top plates are pre-drilled to fit a variety of rotors.3. Rotor plate assembly includes top plate and rotor plate.4. Mast pipe, rotor and thrust bearing must be ordered separately.

Mast Pipe

TB3 or TB4

Top Plate toMount TB3 or TB4

Thrust BearingTower Axis

3WN Tower Leg

3 W N 3 W N S T / 3 W N B

5’ - 0”

Mast Pipe

TB3 or TB4

Top Plate toMount TB3

or TB4 Thrust Bearing Tower Axis

3WNST /3WNBTower

Leg

P/N: VU140P/N: VU474A

1 W / 2 W

Rotor plate accessories are hot-dip galvanized and include all required hardware to attach assemblies to tower.

Climbing Harness

S A F E T Y & C L I M B I N GG - S E R I E S T O W E R S | P O L E S




A

SAFETY CABLE - TOWERS

SAFETY CABLE - POLES

Description

25’ - Pole

50’ - Pole

100’ - Pole

150’ - Pole

200’ - Pole

250’ - Pole

Step Anchor Bracket

Additional 4” StudCable Guide

Cable (ft.)

35

60

110

160

210

260

-

-

Part No.

TT025TSP

TT050TSP

TT100TSP

TT150TSP

TT200TSP

TT250TSP

TTSBAB

TT115317-4

# Guides

1

2

4

6

8

10

-

-

Safety Cable Sliderwith Carabineer

Description Part Number

50’ - 25G tower

100’ - 25G tower

150’ - 25G tower

200’ - 25G tower

TT05025

TT10025

TT15025

TT20025

50’ - 45G/55G tower

100’ - 45G/55G tower

150’ - 45G/55G tower

200’ - 45G/55G tower

250’ - 45G/55G tower

300’ - 45G/55G tower

350’ - 45G/55G tower

TT0504555

TT1004555

TT1504555

TT2004555

TT2504555

TT3004555

TT3504555


50’ - 65G tower

100’ - 65G tower

150’ - 65G tower

200’ - 65G tower

250’ - 65G tower

300’ - 65G tower

350’ - 65G tower

400’ - 65G tower

450’ - 65G tower

500’ - 65G tower

TT05065

TT10065

TT15065

TT20065

TT25065

TT30065

TT35065

TT40065

TT45065

TT50065


4-D Ring Climbing Harness

Professional Harness

Safety Cable Slider

TTFBH-4D

TTFBH-C/P

TT-WG-500-W/SMC


50’ Climbing Ladder






TT050LAD

TT100LAD

TT150LAD

TT200LAD

TT250LAD

TT300LAD


SAFETY CABLE SYSTEM FORCLIMBING LADDERS - TOWERS

HARNESS & SLIDER


C L I M B I N G L A D D E R S


210

C O N F I G U R A T I O N S

5/8” Dia.Ladder

Rung

.25” x 1.50”Side Rails

STANDARD LADDERNL10 - 10’ ladderNL20 - 20’ ladder

15” O.C.

3/4” Dia.Ladder

Rung

.25” x 2.50”Side Rails

HEAVY DUTY LADDERHL161A - 10’ ladderHL162A - 20’ ladder

12” O.C.

Face MountedInside Corner MountedLeg Mounted

Notes:1. Ladders are available for most ROHN standard tower sections.2. All ROHN climbing devices are indended for use by professional (competent climbers) only.3. Specify ladder type and con�guration when ordering. 4. Custom con�gurations and mounting options available. 5. A safety climb system is required for all structures greater than 10’ in height.

Part number for ladder section only. Mounting kit must be ordered separately.

W A V E G U I D E L A D D E RF A C E M O U N T E D 9 - H O L E




A

Waveguide Ladder Elevation

WL20F93KD20’ Long Waveguide Ladder (3‘ rung spacing)



WL10F94KD10’ Long Waveguide Ladder (4’ rung spacing)

ORDERING INFORMATION

Notes:1. Waveguide ladder may be moved horizontally for the proper alignment.2. Waveguide ladder may be mounted inside or outside of tower as required.

Ladder Rail

Bolt Assembly

J-Bolt Assembly

DiagonalTower Brace

Ladder Rail

Bolt Assembly

7/16” Dia. Holes(9 Per Rung)


Ladder Rail

LadderAttachment

Clip

Diagonal TowerBrace

1.9’

3’ or 4’

5” Max. Angle3/8” Max. Thickness

2 1/2”

W A V E G U I D E L A D D E RF A C E M O U N T E D 1 2 - H O L E



212








Ladder Rail

Bolt Assembly

J-Bolt Assembly

DiagonalTower Brace

Ladder Rail

Bolt Assembly



Ladder Rail

LadderAttachment

Clip

Diagonal TowerBrace

2.6’

3’ or 4’


2 1/2”

W A V E G U I D E L A D D E RF A C E M O U N T E D 1 5 - H O L E




A








Ladder Rail

Bolt Assembly

J-Bolt Assembly

DiagonalTower Brace

Ladder Rail

Bolt Assembly



Ladder Rail

LadderAttachment

Clip

Diagonal TowerBrace

2.8’

3’ or 4’


2 1/4”

W A V E G U I D E B R A C K E T S3 - H O L E



214

Waveguide Bracket Elevation

KY2041A


Notes:1. Kit includes (1) bracket with required mounting hardware.2. Assembly used for mounting to 3/4” - 2 1/4” O.D. legs.3. (5) KY2041A required per 20’ of tower for 4’ O.C. spacing.

KY2041A(3) 7/16” holes(3) 3/4” holes

2 1/4”

W A V E G U I D E B R A C K E T S8 - H O L E ( 8 0 S E R I E S )




A

WAF801213(Horizontals)

Order 1 per 15’ or 20’ section

WAF801214(2” Diagonals)

Order 3 per 15’ sectionOrder 4 per 20’ section

WAF801215(1 3/4” Diagonals)



Bolt Assembly

DiagonalWaveguide

Brace Bracket

Horizontal WaveguideBrace Bracket

Bolt AssemblyBolt Assembly

HorizontalWaveguide

Brace Bracket

U-Bolt Assembly

DiagonalWaveguide

Brace Bracket

WAF801211(Horizontals)

Order 1 per 15’ or 20’ section

WAF801212(Diagonals)



7/16” hole (12 Holes Per Bracket)

3/4” hole (12 Holes Per Bracket)

Diagonal TowerBrace (TYP)

Tower Leg(TYP)

Standard ROHN brace with pre-punchedholes for bracketattachment

2 1/4” Spacing

Tubular Bracing1 1/2” Diameter

Angle Bracing1 3/4” x 3/16“

2” x 1/4”

Tower Leg(TYP)

NOTE: These assemblies may be mounted on the inside or outside face of the tower.

W A V E G U I D E B R A C K E T S1 5 - H O L E ( 9 0 S E R I E S )



216

WAF901521Angle Waveguide Support

& Bolt Assembly


Order (1) assembly part number WAF901521 for each diagonal brace baythat waveguides cross in a section. (Ex. (5) WAF901521 for a 20’ tower section, (3) WAF901521 for a 12’ tower section, etc.). This assembly maybe mounted on outside of tower as shown or on inside as required.

Diagonal TowerBrace

Diagonal WaveguideBrace Bracket

7/16” Holes @ 2.25” Horizontal Spacing (14 Holes Per Support)

Tower Leg

3/4” Holes @ 2.25” HorizontalSpacing (15 Holes Per Support)

Bolt Assembly

2” Spacing

Angle Bracing

H E A V Y D U T Y W A V E G U I D E B R I D G E1 0 ’ S I N G L E / D O U B L E




A

WGBS2410Single Wide Bridge

2 Posts, 1 Bridge Panel (24” W x10’ L)(3) Trapeze Units

WGBD2410Double Bridge

2 Posts, 2 Bridge Panels (24” W x 10’ L, each)(6) Trapeze Units


Notes:1. Waveguide bridge is not designed to support personnel or equipment.

Ground Line

Support Post4” O.D. Tube

18’ Long

DiagonalBrace Angle

PanelSupport

Angle

10’

12’ Max

4’ Min. Into Undisturbed

Soil

3” Into Gravel 6” Gravel Drain

7’

Space as Required(3 Trapeze Units

provided with eachWaveguide Bridge)

(8) 7/16” O Holes(9) 3/4” O Holes2 1/4” O.C. Hole Spacing

Units bolt togetherin field

24”

10’

Single

Double

Waveguide Panels

ThreadedRod Hangers

Trapeze



218

L I G H T D U T Y W A V E G U I D E B R I D G E1 0 ’ S I N G L E / D O U B L E

WGBS121014Single Wide Bridge

2 Posts, 1 Bridge Panel (12” W x10’ L)(3) Trapeze Units

WGBD121014Double Bridge

2 Posts, 2 Bridge Panels (12” W x 10’ L, each)(6) Trapeze Units


Notes:1. Waveguide bridge is not designed to support personnel or equipment.

Ground Line

Support Post4” O.D. Tube

14’ Long

10’

10’ Max

4’ Min. IntoUndisturbed

Soil

3” Into Gravel 6” Gravel Drain

7’

12”

10’

(3) 7/16” O Holes(4) 3/4” O Holes2 1/4” O.C. Hole Spacing

Single

Double

Units bolt togetherin field

Waveguide Panels

Trapeze

PanelSupportAngle

ThreadedRod Hangers

Space as Required(3 Trapeze Units

provided with eachWaveguide Bridge)


P D I R E C T E M B E D P O L E S

D I R E C T E M B E D P O L ES T A N D A R D D E S I G N S


180º

270º90º

Safety Climb Support Bracket(Safety Cable System Ordered Separately)

0º

C

D

A B

PORT ORIENTATIONS

8’ Separation

Splice

4’ 3”

AggregateBackfill

2’

Embedment

Bearing Plate(Allows Drainage)

Port A

Port B

Port C

Port D

Cap Plate

(3) Jacking Lugs

Pole HeightAbove Grade

6” Gravel Base

1’ 3”

GENERAL USEROHN Direct Embed Poles minimize site requirements, lowering lease rates and acquisition costs. They are designed for rapid installation, meeting the demands of today’s dynamic communication environments. Whether you aresupporting broadband, PCS, security or other lightweight systems, ROHN Tapered Steel Poles o�er extremely e�cient designs.

FEATURES• Completely hot-dip galvanized after fabrication• Fast, easy installation• Designed for applications with stringent de�ection requirements• Internal routing of transmission lines• Each pole ships with the following: • Assembly Drawings and Standard Foundation Details • (4) 5” x 7” Ports with (2) port covers • (3) Jacking Lugs on each side of splices • (3) Ground attachment clips • (1) Vented cap plate • (1) Bearing plate welded to bottom • Safety Climb Support Brackets • (1) Safety warning sign • (1) Pole ID tag • Attachment clips for optional step bolts• Optional items are available and may be ordered separately. Please see accessories on page 225.• Custom designs available for any height or application.

DIRECT EMBEDPOLES

Grade


Ground Attachment Clips

221Phone (309) 566-3000 • Fax (309) 566-3079 • www.rohnnet.com • The Industry Standard© 2011 ROHN PRODUCTS LLC

PD I R E C T E M B E D P O L E S

Part Number forordering directembed poles

Sway at TIAoperationalwind speed

Total effective projected area of antennas, mountsand lighting allowed on pole (see pg. 226)

LIGHT MEDIUM HEAVY

SWAY LIMIT SWAY LIMIT SWAY LIMIT

WIND SPEED (MPH)

FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

695238271913

3º

494938271913

2º

292929271913

4º

1108059443224

3º

1088059443224

2º

686859443224

4º

17012695745745

3º

17012695745745

2º

14312695745745

30

’

EMBEDMENT DEPTH DIA.10’ 2.5’ DEPTH DIA.11’ 2.5’ DEPTH DIA.13’ 3.0’

EPA (FT )2 EPA (FT )2 EPA (FT )2

DEP30HADEP30MADEP30LA

Depth and diameter of embedment for gravelbackfill. Installationadds 6” to the depthfor gravel base

B U Y E R S G U I D E

L O A D I N G C H A R T S

LIGHT MEDIUM HEAVY

SWAY LIMIT SWAY LIMIT SWAY LIMITWIND SPEED (MPH)

FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

695238271913

3º

494938271913

2º

292929271913

4º

1108059443224

3º

1088059443224

2º

686859443224

4º

17012695745745

3º

17012695745745

2º

14312695745745

40

’




LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

695238271913

3º

494938271913

2º

292929271913

4º

1108059443224

3º

1088059443224

2º

686859443224

4º

17012695745745

3º

17012695745745

2º

14312695745745

50

’




The pole loading charts included in this section were created to help you identify the standard pole that most closely meets

your needs. The charts include the design wind speed, sway, total EPA that the pole can support and pole embedment

requirements. Once the correct structure is identified, use the part number at the top of each section to order your pole.

HeightAboveGrade





LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

28281992-

3º

17171792-

2º

66662-

4º

6550321992

3º

4444321992

2º

2323231992

4º

1178258412818

3º

938258412818

2º

565656412818

LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

2121144--

3º

1111114--

2º

22222-

4º

514325123-

3º

333325123-

2º

161616123-

4º

1067350332113

3º

777350332113

2º

444444332113

80

’9

0’



LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

4242281793

3º

2828281793

2º

1313131393

4º

896343291910

3º

636343291910

2º

363636291910

4º

1379872533928

3º

1299873533928

2º

818173533928

70

’








LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

52463221148

3º

35353221148

2º

19191919148

4º

997150362517

3º

807150362517

2º

484848362517

4º

15010981614635

3º

15010981614635

2º

10410481614635

60

’




( - ) Indicates that pole is not recommended for the tabulated wind speed




LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

1919142--

3º

8882--

2º

------

4º

39392411--

3º

24242411--

2º

6666--

4º

837651322110

3º

575751322110

2º

303030302110

13

0’


LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

18185---

3º

10105---

2º

------

4º

393615---

3º

242415---

2º

666---

4º

908055362314

3º

626255362314

2º

353535352314

12

0’






LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

232313---

3º

131313---

2º

------

4º

5147259--

3º

3232259--

2º

1414149--

4º

103775031178

3º

70705031178

2º

41414131178

11

0’




LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

16169---

3º

777---

2º

------

4º

4236186--

3º

2626186--

2º

1111116--

4º

91654326147

3º

63634326147

2º

36363626147

10

0’









1. Pole designs conform to ANSI/TIA/EIA-222-F with 1/2” radial ice and to ANSI/TIA-222-G (Class I, Exposure B, Topographic Catagory I ). Design criteria must be verified prior to installation based on site-specific requirements. 2. Embedment depths are based on “Normal” soil (TIA Rev. F) and clay “Presumptive” soil (TIA Rev. G) with aggregate backfill. Actual site soil design parameters must be verified prior to installation.3. For corrosive groundwater and/or soil conditions, ROHN recommends additional corrosion control protection such as concrete backfill, additional protective coating over galvanizing or the installation of sacrificial anodes.4. Embedment depths may require adjustment based on local soil conditions.


LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

171717---

3º

555---

2º

------

4º

47473010--

3º

26262610--

2º

6666--

4º

89896539226

3º

63636339226

2º

31313131226

15

0’

LIGHT MEDIUM HEAVY


FASTEST MILE

3-SECONDGUST

708090

100110120

85100110120130140

4º

16168---

3º

555---

2º

------

4º

42423616--

3º

26262616--

2º

6666--

4º

868666452813

3º

626262452813

2º

313131312813

14

0’









Pole Height

30’ - 50’

60’ - 100’

110’ - 150’

Part Number

TT050TSP

TT100TSP

TT150TSP

15”

Grounding Lug Ground Wire

Ground RodGround Rod Clamp

Grade


STEP BOLTS

STEP BOLTS START AT 20’ ABOVEGRADE (NOMINAL). WHEN

ORDERING STEP BOLTS, PLEASESPECIFY POLE HEIGHT.

EX. SBDEP120 for a 120’ POLE

JOURNEYMANCLIMBING HARNESS

TTFBH-4D

PROFESSIONALCLIMBING HARNESS

TTFBH-C/P


SAFETY CABLE SYSTEM

LIGHTNING RODLRCL

5’ COPPER CLADBOLTS TO CAP PLATE, PROVIDED

WITH POLE.

5.00

7.00ReferenceElevation

Internal HookFor Ports C-D

A through D PORTSLarger ports are available, upon request.

P O R T D I M E N S I O N S

Cap Plate

GROUNDING KITBGK5GGX

KIT INCLUDES (1) GROUND LEAD, GROUND ROD AND CONNECTIONS.ORDER (3) KITS FOR REV G GROUNDING.



A N T E N N A I N D E X


FLAT PANEL ANTENNA

DIMENSION SWAY LIMIT25

11

4º2º2º

EPA - FT1 FT. SQUARE W/ MOUNT2 FT. SQUARE W/ MOUNT3 FT. SQUARE W/ MOUNT

DISH ANTENNA

DIAMETEREPA - FT

SWAY LIMIT

37

115

1119

613228

1834

4º3º2º4º3º2º

W/ RADOME W/O RADOME(1) 2 FT.(1) 3FT.(1) 4FT.

(2) 2 FT. B-TO-B(2) 3 FT. B-TO-B(2) 4 FT. B-TO-B

1. The above antenna data is intended to assist in the selection of the appropriate ROHN pole. Once the total EPA and sway limit is determined for the antennas, the standard ROHN pole can be selected from the tabulated values. (See example below) 2. Tabulated pole EPA capacities represent the maximum EPA capacity of a pole. The capacity is based on the assumption that 80% of the total EPA is located at the top of the pole and the remaining 20% is located 20 ft. below the top. When all loading is located at the top of the pole, the tabulated EPA capacity must be reduced by 20%. 3. Sway limits are determined under a 50 MPH fastest-mile (Rev. F) or 60 MPH 3-second gust (Rev. G) wind speed. 4. The antenna effective projected areas (EPA) and sway limits provided in the antenna index are guidelines for typical antenna systems. Other values may apply for specific antenna models or for site-specific systems.

2 2

1. Using the antenna index, determine the types of antennas to be installed on the pole.2. Add together the EPA value of all the antennas to be supported.3. Determine the most restrictive sway limit considering all the antennas to be supported. For example, for one 3’ dish with a 3º sway limit and one 1’ flat panel with a 4º sway limit, the sway limit for the pole would be 3º and the required pole EPA capacity would be 13+2=15 ft .4. If all antennas are to be supported at the top of the pole, only 80% of the tabulated EPA capacity shown may be considered when selecting a pole. Alternately, the antenna EPA to be supported may be increased by 25%. For example, the required pole capacity would be 15x1.25=19 ft .5. Using the pole sway limit and the required EPA capacities, the appropriate pole may be determined from the tabulated values. For example, for a 120 ft. pole and a 100 mph 3-sec gust wind speed, a medium pole [P/N: DEP120MA] would be required for an EPA capacity greater than 19 ft for a 3º sway limit.

2

2

2

Determine EPA & Sway Limit for Dishes or Flat Panel Antennas


PU T I L I T Y P O L E S

P R E - E N G I N E E R E D U T I L I T Y P O L E S

GENERAL USE

ROHN Pre-Engineered steel utility poles o�er alight duty solution to satisfy utilities desiring analternative to wood poles. ROHN’s line of Pre-Engineered poles are lighter than typicalwooden and concrete poles and provide easyinstallation and low maintenance. ROHN o�ersPre-Engineered poles for either direct embed or�ange installations. The poles come standard witha hot-dip galvanized coating, but can also be painted or fabricated with weathering steel.

FEATURES

• Fast, easy installation• Each pole ships with the following: • Standard ground sleeve (at grade) • Standard sub-grade corrosion coating to 6” above grade • Cap plate • (2) 4” Nema Ground Lugs • Bearing Plate with drain hole • Jacking Lugs (at slip splices)• Optional items are available and may be ordered separately: • Step attachment clips • Climbing pegs / step bolts • Safety climb device • Port holes • Flanged base • Painted �nish• Custom designs are available for any height or application.

PRE-ENGINEEREDUTILITY POLES


P U T I L I T Y P O L E S


B U Y E R S G U I D E

H 1 0 R P 0 5 0 W

Pole LoadingROHN

ProductsOverall

Pole Length (ft.)

Pole Finish, select either: - Weathering - Galvanized

The part number shown in the chart includes the pole loading and the overall length of the structure. The coating su�x (W or G) is added by the customer at the time of the order, along with any optional

items (�anged base, step clips and safety device, ports, special grounding lugs, special ground sleeves and paint).

The example below provides a guide, for ordering convenience.

Diameters are out-to-out width between �ats. Slope is change in diameter per foot of length. Overturning moment capacity is at grade.

In the example shown, the customer is purchasing an H10RP, with an overall length of 50’. The pole is to be constructed of Weathering Steel, with a Direct Embed Base.

NOTE: Values in ( ) indicate horizontal factored loads applied 2’ from the tip.

Embedment depths illustrated may require adjustment based on local soil conditions.

Pole Part Number Finish

H 1 0 R P ( 18,400# / 11,500#)

Factored load for steel polesEquivalent factored loadfor wood poles

OVERTURNINGTIP BASEMOMENTDIAMETER DIAMETER SLOPE NO. WEIGHT

CAPACITY(IN) (IN) SECTIONS (LBS)(FT-KIP)

H 1 0 R P (18,400# / 11,500#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

21.222.423.525.126.327.628.830.131.332.633.834.435.736.938.239.440.7

PARTNUMBER

H10RP040H10RP045H10RP050H10RP055H10RP060H10RP065H10RP070H10RP075H10RP080H10RP085H10RP090H10RP095H10RP100H10RP105H10RP110H10RP115H10RP120

12.012.012.012.012.012.012.012.012.012.012.012.012.012.012.012.012.0

0.2300.2310.2300.2380.2380.2400.2400.2410.2410.2420.2420.2360.2370.2370.2380.2380.239

11122222222333333

19452253258130743440389643044765521056666148677972827918845991539731

368420472523576627680730785834890937995

1041110011411206

OTM

@ 5

’ = 1

83

ft-kip

s

(IN/FT)

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

TIPAGL(FT)

Overturning moment capacity at 5’ below tip.

7.5” Tip

13.1” - 27.5”Base Diameter

Embedment(L x .10) + 2’


P R O D U C T D A T A



CAPACITY(IN) (IN) SECTIONS (LB)(FT-KIP)

C 1 R P (4,500# / 2,812#)TIP

AGL(FT)

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

13.113.113.114.814.817.217.219.519.521.321.323.723.725.725.727.527.5

PARTNUMBER

C1RP040C1RP045C1RP050C1RP055C1RP060C1RP065C1RP070C1RP075C1RP080C1RP085C1RP090C1RP095C1RP100C1RP105C1RP110C1RP115C1RP120

7.57.57.57.57.57.57.57.57.57.57.57.57.57.57.57.57.5

0.1400.1240.1120.1330.1220.1490.1390.1600.1500.1620.1530.1710.1620.1730.1650.1740.167

11122222222333333

9811092120114421553187619992337247728402937340335604033419746434820

91103117128143153169179196204223229250267277280305



C 2 R P (3,700# / 2,313#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

13.114.514.515.915.917.317.318.718.720.120.122.022.023.723.725.525.5

PARTNUMBER


7.57.57.57.57.57.57.57.57.57.57.57.57.57.57.57.57.5

0.1400.1560.1400.1530.1400.1510.1400.1490.1400.1480.1400.1530.1450.1540.1470.1570.150

11122222222333333

9811161127715051629188220072274240626742818322233683774392843834547

758496

105116137147157168178189199209215220230241



C 3 R P (3,000# / 1,875#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

13.114.514.515.915.917.317.318.718.720.120.121.521.522.922.924.324.3

PARTNUMBER


7.57.57.57.57.57.57.57.57.57.57.57.57.57.57.57.57.5

0.1400.1560.1400.1530.1400.1510.1400.1490.1400.1480.1400.1470.1400.1470.1400.1460.140

11122222222333333

9811161127715051626188220072274240626772818316933123678382842244384

6168788596

102113119131136144153161170178187195

OTM

@ 5

’ = 5

1 ft-k

ips

OTM

@ 5

’ = 5

3 ft-k

ips

OTM

@ 5

’ = 5

3 ft-k

ips

(IN/FT)

(IN/FT)

(IN/FT)

TOTALLENGTH(FT) “L”

404550556065707580859095

100105110115120

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

TIPAGL(FT)

TIPAGL(FT)





7.5” - 8” Tip

13.1” - 33”Base Diameter




H 1 R P (5,400# / 3,375#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

13.114.214.216.016.018.518.521.021.023.023.026.026.028.028.029.529.5

PARTNUMBER


7.57.57.57.57.57.57.57.57.57.57.57.57.57.57.57.57.5

0.1400.1490.1340.1550.1420.1690.1570.1800.1690.1820.1720.1950.1850.1950.1860.1910.183

11122222222333333

9811161126115161636196621022465261129523092370538724309448849505133

109138140153171184202214234245246278298305330336363

OVERTURNINGTIP BASEMOMENTDIAMETER DIAMETER NO. WEIGHT


H 2 R P (6,400# / 4,000#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

13.616.016.017.517.519.419.422.022.024.524.527.327.329.429.431.431.4

PARTNUMBER


7.87.87.87.87.87.87.87.87.87.87.87.87.87.87.87.87.8

0.1450.1820.1640.1760.1620.1780.1660.1890.1780.1960.1860.2050.1950.2060.1960.2050.197

11122222222333333

10161251137516381765205621942592274431383304388040554510469852365433

129146165182202218239254277290314326352362390398428



H 3 R P (7,500# / 4,688#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

14.817.017.018.818.821.021.023.223.226.026.028.628.631.231.233.033.0

PARTNUMBER


8.08.08.08.08.08.08.08.08.08.08.08.08.08.08.08.08.0

0.1700.2000.1800.1960.1800.2000.1860.2030.1900.2120.2000.2170.2060.2210.2110.2170.208

11122222222333333

10771309144017281865218423352708287033023475404442264775497354805684

150171193213235255278298321340365382407424451466494

OTM

@ 5

’ = 5

2 ft-k

ips

OTM

@ 5

’ = 5

7 ft-k

ips

OTM

@ 5

’ = 6

2 ft-k

ips

(IN/FT)

SLOPE(IN/FT)

SLOPE(IN/FT)

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

TIPAGL(FT)

TIPAGL(FT)

TIPAGL(FT)

8.5” - 9” Tip








H 4 R P (8,700# / 5,438#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

16.518.218.220.220.222.222.224.324.327.227.230.030.032.332.334.934.9

PARTNUMBER


8.58.58.58.58.58.58.58.58.58.58.58.58.58.58.58.58.5

0.2000.2160.1940.2130.1950.2110.1960.2110.1980.2200.2080.2260.2150.2270.2160.2300.220

11122222222333333

11161336147617861935225324102788295634033589417143654929513757665985

174199223247273296322345372394421443471492522541572



H 5 R P (10,000# / 6,250#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

17.520.020.022.022.024.324.326.526.529.029.031.731.734.334.337.037.0

PARTNUMBER


9.09.09.09.09.09.09.09.09.09.09.09.09.09.09.09.09.0

0.2130.2440.2200.2360.2170.2350.2190.2330.2190.2350.2220.2390.2270.2410.2300.2430.233

11122222222333333

11811447160119292090245926313016319836253820443646405231544961376365

200228257284314341371397429453487509545566603622662



H 6 R P (11,400# / 7,125#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

18.321.021.023.223.425.725.928.328.330.830.833.433.437.037.038.538.5

PARTNUMBER


9.09.09.09.09.09.09.09.09.09.09.09.09.09.09.09.09.0

0.2300.2670.2400.2580.2370.2570.2390.2570.2410.2560.2420.2570.2440.2670.2550.2570.246

11122222222333333

12111495165520032173256527413191338138164021462248355592582071827529

228260292324357388421452486517551581616645681709746

OTM

@ 5

’ = 7

1 ft-kip

sO

TM @

5’ =

80

ft-kips

OTM

@ 5

’ = 8

2 ft-kip

sSLOPE(IN/FT)

SLOPE(IN/FT)

SLOPE(IN/FT)

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

TIPAGL(FT)

TIPAGL(FT)

TIPAGL(FT)

10.0” Tip









H 7 R P (13,120# / 8,200#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

20.021.322.522.824.025.226.427.628.830.231.231.933.134.335.536.737.9

PARTNUMBER


10.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.0

0.2500.2500.2500.2330.2330.2340.2340.2350.2350.2380.2360.2310.2310.2310.2320.2320.233

11122222222333333

13361558179125652867318035093816421946435008589963656853735678538369

263299337373411446485521559595634668710742784816859



H 8 R P (15,040# / 9,400#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

19.220.421.522.223.324.425.626.827.929.130.230.932.033.234.335.436.6

PARTNUMBER


10.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.0

0.2300.2310.2300.2220.2220.2220.2230.2240.2240.2250.2240.2200.2200.2210.2210.2210.222

11122222222333333

17121993229526452968336637264161455349615385592563316917740480408560

301343385428471512556597642682727766814851900935986



H 9 R P (16,800# / 10,500#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

20.021.222.523.124.325.626.828.129.330.631.832.433.734.936.237.438.7

PARTNUMBER


10.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.0

0.2500.2490.2500.2380.2380.2400.2400.2410.2410.2420.2420.2360.2370.2370.2380.2380.239

11122222222333333

17542050236427403085347738534314472851755607615366257240775484018946

315383420478526572621667716761812856908950

100410451100

OTM

@ 5

’ = 8

5 ft-k

ips

OTM

@ 5

’ = 1

30

ft-kip

sO

TM @

5’ =

13

3 ft-k

ips

SLOPE(IN/FT)

SLOPE(IN/FT)

SLOPE(IN/FT)

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

TIPAGL(FT)

TIPAGL(FT)

TIPAGL(FT)

12.0” Tip






Design Notes:

1. Pole designs are in accordance with ASCE 48, “Design of Steel Transmission Pole Structures”.

2. Pole sections are ASTM grade 65 material with a charpy impact value of 15 ft-lbs at -20 F.

3. Multiple section poles include slip splice joints with a minimum slip length equal to 1.5 times the inside

diameter across flats of the outer section at the splice.

4. Galvanized poles are hot-dip galvanized in accordance with ASTM A123.

5. Tabulated weights assume galvanized poles.



H 1 0 R P (18,400# / 11,500#)TOTAL

LENGTH(FT) “L”

404550556065707580859095

100105110115120

21.222.423.525.126.327.628.830.131.332.633.834.435.736.938.239.440.7

PARTNUMBER


12.012.012.012.012.012.012.012.012.012.012.012.012.012.012.012.012.0

0.2300.2310.2300.2380.2380.2400.2400.2410.2410.2420.2420.2360.2370.2370.2380.2380.239

11122222222333333

19452253258130743440389643044765521056666148677972827918845991539731

368420472523576627680730785834890937995

1041110011411206

OTM

@ 5

’ = 1

83

ft-kip

s

o

SLOPE(IN/FT)

34.038.543.047.552.056.561.065.570.074.579.083.588.092.597.0

101.5106.0

TIPAGL(FT)




Pole Height(AGL)

30’ - 50’

60’ - 100’

110’ - 150’

Part Number

TT050TSP

TT100TSP

TT150TSP

15”


STEP BOLTS

STEP BOLTS AND STEP BOLT CLIPSARE OPTIONAL AND MUST BESPECIFIED AT TIME OF ORDER.


JOURNEYMAN HARNESS

TTFBH-C/PPROFESSIONAL HARNESS


SAFETY CABLE SYSTEM


N O T E S


P U T I L I T Y S T R U C T U R E S

U T I L I T Y S T R U C T U R E S


GENERAL

ROHN has been a trusted name in quality engineered structures since 1948. Our extensive engineering capabilitiesinclude in-house structural and foundation design. We are able to design to both domestic and international standards. ROHN is one of the few tower designers and manufacturers able to provide drawings sealed by a Professional Engineer, to customers in 49 states as well as Washington DC and Puerto Rico. ROHN is able to fabricate even the most di�cult projects with accuracy and reliability. ROHN can optimize pole designs based on individual customer requirements, manufacturing e�ciencies and material availability. Our commitment to the Utility industry is to provide world class quality products with the shortest lead time.

CERTIFICATIONS

• CWB Certi�ed Welding Fabricator• AWS Certi�ed Welding Fabricator, Inspectors and Educators• Dual AISC Certi�ed Steel Fabricator (Bridges & Highways)• City of Los Angeles Certi�ed Fabricator• Clark County Certi�ed Fabricator• Multiple Vendor Certi�cation

CAPABILITIES

• Heavy Duty Transmission & Distribution Poles• Direct Embed & Base Plated Poles• Lattice Structures• Switches & Substation Steel• Galvanized, Weathering Steel & Painted Finishes• Tapered Slip Fit or Connection Flanged Poles


PU T I L I T Y S T R U C T U R E S

TRANSMISSION

ROHN fabricates transmission structures for projects rangingfrom light-duty in-line poles up to the largest diameter dead end structures. The structures are cut, formed, fabricated andgalvanized on site at ROHN. ROHN can provide engineering, detailing and our AISC Certi�ed fabrication facility can supportlarge or small transmission projects across the globe.

DISTRIBUTION

ROHN provides structures to support electric power distributionin its many forms. ROHN o�ers both pre-engineered steelstructures (wood pole equivalents) and larger distribution structures that can either be �anged at the base or direct embedded. ROHN also o�ers a wide selection of corrosion resistant coatings to guarantee the product life.

SUBSTATION STEEL

ROHN fabricates all forms of substation steel to allow the entire transmission and distribution build to be supplied by ROHN. We have hollow steel structures in stock to turn substation workaround on time to keep pace with project schedules. ROHN can supply all cross arms, uprights, H-frames and any steel frame or support to complete the substation. Each substation item is hot-dip galvanized after fabrication for corrosion resistance.

SWITCHES

ROHN fabricates switch steel structures including all static masts, buss supports, arrestor structures, and all other steel components that make up the switch. The steel is fabricated by AWS and CWB welders in our AISC certi�ed fabrication plant. From start to �nish, we have your project covered.


P T R A N S P O R T A T I O N S T R U C T U R E S

T R A N S P O R T A T I O N S T R U C T U R E S


GENERAL

ROHN has been a trusted name in quality engineered structures since 1948. Our engineers study every aspect of a prospective job before designing a structure to �t your needs. We are able to design to both domestic and international standards. ROHN provides professional engineering certi�cation for our designs. Our engineers are certi�ed in 49 states as well as Washington DC and Puerto Rico. ROHN is able to fabricate the most di�cult projects with accuracy and reliability. ROHN can optimize pole designs based on individual customer requirements,manufacturing e�ciencies and material availability. Our commitment to the Transportation Industry is to provide worldclass quality products with the shortest lead time.

CERTIFICATIONS

• AISC Certi�ed Steel Fabricator (Buildings & Simple Steel Bridges)• AWS Certi�ed Welders, Inspectors and Educators• CWB Certi�ed Welding Fabricator• City of Los Angeles Certi�ed Fabricator• Clark County Certi�ed Fabricator• Multiple Vendor Certi�cations• Manufactured to AASHTO Standards

CAPABILITIES

• Mast Arms• Monotube Assemblies• Steel Strain Poles• High Past Poles• Galvanized or Painted Finishes• Weathering Steel• Sign Structures


PT R A N S P O R T A T I O N S T R U C T U R E S

MAST ARMS

ROHN is considered the quality leader to state, county and municipal buyers of mast arm structures. ROHN mast armsare in service at intersections as wide as 88’. Our designs conform to all AASHTO standards as well as local design codes.ROHN‘s mast arms can be hot-dip galvanized and can also bepainted upon request.

HIGH MAST POLES

For years, ROHN has been a reliable manufacturer of high mast lighting poles for state D.O.T. projects, prisons, portauthorities and other commercial projects across the country. These organizations and many others choose ROHN because of our proven quality in manufacturing and design, as well as our focus on �nding the best possible value for our customers.

High mast lighting poles range in height from 60’ to 150’ andare designed to accommodate a number of lowering devicemanufacturers’ equipment. High mast poles can be galvanizedor painted based on customer requirements.

MONOTUBE ASSEMBLIES

In applications where a very long span is needed and a moredecorative appearance is needed, some State Departmentsof Transportation will specify monotube assemblies for Tubular Signal Structures and Sign Bridge Applications.

All ROHN monotube assemblies are designed to AASHTO standards and comply with appropriate state speci�cations. These monotube assemblies can range from 20’ to 200’ and are designed to accommodate a number of various highway signs and signals. Monotube assemblies can be galvanized or painted based on customer requirements.

SIGN STRUCTURES

ROHN Products, LLC has the experience and expertise to address all of your metal fabrication needs. Through 60 years, ROHN has expanded into fabricated Sign Structures and now has the capabilities to design and build Steel Overhead Sign Trusses, Cantilever Structures, Butter�y Structures, and DMS Sign Structures. ROHN Products, LLC is certi�ed by the American Institute of Steel Construction for both Steel BuildingStructures and Simple Steel Bridges. Our welders are quali�ed in accordance with the American Welding Society and various State DOT Requirements.


P W I N D T U R B I N E S T R U C T U R E S

W I N D T U R B I N E S T R U C T U R E S


GENERAL

ROHN provides an extensive analysis on Wind Turbine structures that includes examination of extreme wind, extreme ice, yawing, fatigue, vibration and more. The dynamic nature of a wind turbine requires an additional investment in the analysis of the support structure to ensure the structures perform safely and e�ciently.

CERTIFICATIONS

• AISC Certi�ed Steel Fabricator (Buildings & Simple Steel Bridges)• AWS Certi�ed Welders, Inspectors and Educators• CWB Certi�ed Welding Fabricator• City of Los Angeles Certi�ed Fabricator• Clark County Certi�ed Fabricator• Multiple Vendor Certi�cations

CAPABILITIES

• Pole, Self-Supporting Latticed and Guyed Mast Designs• Fatigue Analysis• Natural Frequency Analysis• Preparation of Loading Documents• Braking, Short Circuit, Shutdown Analysis• Special Design Requests Considered


PW I N D T U R B I N E S T R U C T U R E S

SELF-SUPPORTING TOWERS

ROHN Self-Supporting Towers provide an e�cient designspeci�c for each turbine’s loading criteria. The towers are designed with tubular or solid legs and angle braces. The tower top �ange is designed with a transition plate to receive the turbine base. ROHN lightweight towers have been designed with hinged bases to allow the tower to be slowly lowered for turbine maintenance and repairs.

POLES

ROHN designs both tapered slip joint poles and �anged poles to support Wind Turbines. ROHN turbine support poles have ranged from 30’ in height to 140’ in height supporting turbines up to 50 kW.


242

N O T E S

T T E L E S C O P I N G M A S T S

T E L E S C O P I N G M A S T SF O R U S E I N G U Y E D O R B R A C K E T E D I N S T A L L A T I O N S

ROHN Telescoping Masts are available in 20’, 30’, 33‘, 40’ and 50’ nominal heights. All are pre-galvanized for corrosionprotection and come assembled with hardware.

Specifications:All installations must be guyed or bracketed. Installationof masts should be done by experienced professionals.

Telescoping Masts are not recommended for commercial, CB or beam antenna installations.

Part No.H20H30H40H50

9H50*

Wt.17 lbs.27 lbs.36 lbs.46 lbs.34 lbs.

O.D. Bottom1 1/2”1 3/4”

2”2 1/4”2 1/4”

O.D. Top1 1/4”1 1/4”1 1/4”1 1/4”1 1/4”

Shipping Length123”123”123”123”99”


244

*9H50 is UPS shippable.

Note:Guys, guy hardware, anchors and base mountmust be ordered separately. Refer to pages 245-248 for standard kits and page 249 forindividual components.

T E L E S C O P I N G M A S T S T


245

T E L E S C O P I N G M A S T SH 2 0 | H 3 0 | H 4 0 | H 5 0 | 9 H 5 0

H20 H30 H50 9H50

NEW

PRODUCT9H50UPS Shippable!

Top rings are adjustable based on antennamounting.

114”

231”

108”

223”

336”

102”

211”

435”

322”

96”

199”

415”

304”

527”

72”

152”

410”

233”

320”

H40




I N S T A L L A T I O N G U I D E L I N E S

18’ TYP 90 TYPº

18’ TYP

120 TYPº

29’ TYP

23’ TYP

29’ TYP

23’ TYP

TOP VIEW ELEVATION VIEW TOP VIEW ELEVATION VIEW

H203WAYGUY

Actual Wire Required - 200’

H204WAYGUY


3 Guy Wire Setup 4 Guy Wire Setup

27’ TYP 90 TYPº

27’ TYP

120 TYPº

31’ TYP


H303WAYGUY


H304WAYGUY



H30

GU

Y K

IT 35’ TYP

41’ TYP

31’ TYP

35’ TYP

41’ TYP

H20

GU

Y K

IT

All Telescoping Mast kits include guys, connection hardware, anchors and ground mount.Mast must be ordered separately.

18’ 18’

27’27’

1 618 1000’ - 6 Strand/18 GA Wire

3 GAS4303 1/2” x 30” Screw Anchor

12 61820GRPL 618/620 Gripple

1 GTMBL Ground Mount

1 618 1000’ - 6 Strand/18 GA Wire


16 61820GRPL 618/620 Gripple


1 618 1000’ - 6 Strand/18 GA Wire


18 61820GRPL 618/620 Gripple


1 618 1000’ - 6 Strand/18 GA Wire


24 61820GRPL 618/620 Gripple



T E L E S C O P I N G M A S T S


TI N S T A L L A T I O N G U I D E L I N E S

36’ TYP 90 TYPº

36’ TYP

120 TYPº

39’ TYP



H40

GU

Y K

IT

43.5’ TYP 90 TYPº

43.5’ TYP

120 TYPº

47’ TYP



64’ TYP

43’ TYP

47’ TYP

54’ TYP

39’ TYP

43’ TYP

47’ TYP

54’ TYP

49’ TYP

53’ TYP

58’ TYP

47’ TYP

64’ TYP

49’ TYP

53’ TYP

58’ TYP

H50

GU

Y K

IT

H503WAYGUY


H504WAYGUY


H403WAYGUY


H404WAYGUY



36’36’

43.5’43.5’

1 618 1000’ - 6 Strand/18 GA Wire


24 61820GRPL 618/620 Gripple


1 618 1000’ - 6 Strand/18 GA Wire


32 61820GRPL 618/620 Gripple


1 618 1000’ - 6 Strand/18 GA Wire


30 61820GRPL 618/620 Gripple


2 618 1000’ - 6 Strand/18 GA Wire


40 61820GRPL 618/620 Gripple


I N S T A L L A T I O N G U I D E L I N E S9H

50 G

UY

KIT

9H503WAYGUY


9H504WAYGUY



1 618 1000’ - 6 Strand/18 GA Wire


30 61820GRPL 618/620 Gripple


1 618 1000’ - 6 Strand/18 GA Wire


40 61820GRPL 618/620 Gripple


I N S T A L L A T I O N G U I D E L I N E S1. Installation or dismantling of telescoping masts require professional contractors experienced with guyed masts.2. All installations must be bracketed or guyed. 3. The pictured guy layouts are for a typical installation. Individual installation requirements may vary.4. Antenna load (top load) should not exceed an effective projected area (EPA) of 2 square feet (see your antenna specifications).

33.5’ TYP 90 TYPº

33.5’ TYP

120 TYPº

36’ TYP



50’ TYP

38’ TYP

41’ TYP

45’ TYP

36’ TYP

50’ TYP

38’ TYP

41’ TYP

45’ TYP

33.5’”33.5’





T E L E S C O P I N G M A S T S


TP A R T S & A C C E S S O R I E S

UNIVERSAL RIDGE MOUNTCompletely assembled for

quick and easy flat or peaked roof installation. Allows tall masts to be swung up along the ridge of

a roof.

Part No. Description UM20 Holds masts to 1 1/2” O.D. UM30 Holds masts to 1 3/4” O.D. UM40 Holds masts to 2” O.D.UM50 Holds masts to 2 1/4” O.D.

GROUND MOUNTSturdy, galvanized, drive-in type mount for all ROHN telescoping masts, 1 1/4” tubing and 1 1/2”

tubing.

Part No. Description GTMBL Ground Mount

UNIVERSAL ROOF MOUNTFeatures galvanized finish

and heavy duty steel throughout. Completely assembled. Holds allROHN telescoping masts, 1 1/4”

tubing and 1 1/2” tubing.

Part No. Description ETMB Universal Mount

GALVANIZED GUYSNon-tangling interconnectedcoils. Packaged 1000’ per box.

Part No. Description 618 6 strand, 18 GA

SCREW ANCHORSHot-dip galvanized screw anchor.

Part No. Description GAS4303 1/2” dia. x 30“ long with 4” augerGAS604 5/8” dia. x 48“ long with 6” auger

GUY CONNECTIONSUse for easy installation of 6 strand,

18 GA guys.

Part No. Description 61820GRPL Gripple Grip

Not to be used to suspend or lift personnel.

Refer to page 251 for roof mounts. Refer to page 275 for wall mounts.

Roof mounting hardware not included. Roof mounting hardware not included.


250

N O T E S


R O O F M O U N T S


RM

E F F E C T I V E W I N D V E L O C I T Y F O R M U L A S H E E T

V = (C1) (C2) (V)e

V = E�ective Wind Velocity at centerline of antenna for calculating required ballast. eC1 = Importance factor coe�cient from Table 1.C2 = Combined exposure and gust e�ect factor coe�cient from Table 2.V = Design ground wind speed for location, per ANSI/TIA-222-G.

Table 1: Values of C1

I Low hazard to human life and/or damage to property, optional services provided. 1.29 0.93II Signi�cant hazard to human life and/or damage to property, services available by other means. 1.38 1.00III Substantial hazard to human life and/or damage to property, essential services provided. 1.48 1.07

Class Description for installing considering height, use or location 60 ft. > 60 ft. Roof Height

Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Open terrain with scattered obstructions having heights generally less than 30’ [9.1m], including �at, open country and grasslands. Flat, unobstructed shorelines exposed to wind �owing over open water, smooth mud �ats, salt �ats, and other similar terrain.

Exposure Description of Surrounding Terrain

B

C

D

Example: 30’ antenna elevation, 90 mph design ground wind speed, Class I, Exposure B V = (1.29) (0.82) (90) = 95 mph The minimum E�ective Wind Velocity for determining ballast requirements for this example would be 95 mph.

e

0-15 0.82 0.90 0.9920 0.82 0.92 1.0125 0.82 0.95 1.0430 0.82 0.96 1.0540 0.85 0.99 1.0850 0.88 1.02 1.1060 0.90 1.04 1.1270 0.92 1.05 1.1380 0.94 1.07 1.1490 0.95 1.09 1.16100 0.97 1.10 1.17120 0.99 1.12 1.19140 1.02 1.14 1.20160 1.04 1.15 1.21180 1.05 1.17 1.23200 1.07 1.18 1.24250 1.10 1.21 1.26300 1.13 1.23 1.28350 1.16 1.25 1.30400 1.18 1.27 1.31450 1.20 1.29 1.33500 1.22 1.30 1.34

Antenna Centerline

Elevation AboveGround Level (ft.)

Urban orWooded

Areas

Open Country& Grasslands

Open Water or Smooth Terrain

B C DExposure

Table 2: Values of C2

This data sheet is provided to assist consumers in determining the minimum E�ective Wind Velocity to be used for determiningballast requirements from a ROHN Non-Penetrating Roof MountBallast Chart. Higher velocities may be required for sites located on hills, escarpments or ridges (refer to ANSI/TIA-222-G). Potential increases in wind velocity due to channeling, roof projections and other obstructions must also be considered. The information shown should not be relied upon without competent professional examination and veri�cation of its accuracy and suitability for a speci�c site or application.

ROHN recommends a minimum 75 mph E�ective Wind Velocity be used for determining ballast requirements.Refer to page 270 for ballast requirements and general notes.

<_


ROOF MOUNTS - FRM RM

F R MN O N - P E N E T R A T I N G

Mount Part No.

FRM125

FRM150

FRM166

FRM238

FRM225

FRM238SP5

MastPart No.

FY202

FY203

FY204

FY205

FY205SP

FY253

Mast Description & Height

1.25” O.D. x 16 GA. x 5.0’ (PG)

1.50” O.D. x 16 GA. x 2.5’ (PG)

1.66” O.D. x 16 GA. x 2.5’ (PG)

2.38” O.D. x 0.154“ wall x 2.5’ (HDG)

2.25” O.D. x 14 GA. x 5.0’ (HDG)

2.38” O.D. x 0.154“ wall x 5.0’ (HDG)

MAST SPECIFICATIONS

F R M B A L L A S T R E Q U I R E M E N T SEffective

ProjectedArea (EPA)

(FT )2

Ballast(LBS)

ZeroVelocity

Load(PSF)

Vs(MPH)

Vmax at centroid of projected area, (MPH)

h=2 FT h=3 FT h=4 FT h=5 FT

100200300400

100200300400

100200300400

12243648

12243648

12243648

140198242280

99140171198

81114140161

135188222269

96133157190

78108128155

110153182

219 (197)

78108129

155 (139)

6488

105127 (114)

96133

157 (154)190 (154)

6894

111134(109)

5577

91 (89)110 (89)

85119

141 (131)170 (131)

6084

99 (93)120 (93)

4968

81 (76)98 (76)

2

4

6

h = Distance from support surface to centroid of EPA.Vs = Effective wind velocity resulting in sliding on a flat surface with a .50 coefficient of friction.Vmax = Effective wind velocity based on strength or overturning.

NOTE: The velocities in ( ) apply to the FRM125 mount when the strength of the FRM125 mast governs.

3’ Square

The FRM mount is a lightweight mount and is galvanized for corrosion protection. The FRM mount is easily shipped via UPS.

Order (1) optional FRMMAT (1/8” thick) or (1) optional FRMPAD (3/8” thick) for a protective barrier between the mount and the roof. Order (1) optional SCK150safety cable kit (3/16” x 150’).

1.25” to 2.38” MastTube Diameters

2.5’ and 5’ OverallMast Heights(See Mast Descriptions)

PG = Pre-galvanized mastHDG = Hot-dip galvanized mast

16” Nominal Blocks


R O O F M O U N T S - J R M


RM

J R MN O N - P E N E T R A T I N G

5’ Square

The JRM ships broken down on one skid and weighs approximately 50 lbs. when assembled. The JRM is galvanized for corrosionprotection. The JRM is used in cellular, PCS, broadband and other applications.

Order (1) optional JRMMAT (1/8” thick) or (1) optional JRMPAD (3/8” thick) for a protective barrier between the mount and the roof. Order (1) optional SCK150 safety cable kit (3/16” x 150’).

Refer to pages 255-256 for ballast requirements.

MountPart No.

JRM23805

JRM23855

JRM23810

JRM27505

JRM27555

JRM27510

JRM35010


2.38” O.D. x 0.154“ wall x 5.0’ (HDG) (1 piece)

2.38” O.D. x 0.154“ wall x 10.0‘ (HDG) (2 pieces)

2.38” O.D. x 0.154“ wall x 10.0’ (HDG) (1 piece)

2.88” O.D. x 0.203“ wall x 5.0‘ (HDG) (1 piece)

2.88” O.D. x 0.203“ wall x 10.0’ (HDG) (2 pieces)

2.88” O.D. x 0.203“ wall x 10.0‘ (HDG) (1 piece)

3.50” O.D. x 0.216” wall x 10.0’ (HDG) (1 piece)

MAST SPECIFICATIONSMast

Part No.

FZ1755

FZ1753 / FZ1754

FZ1756

FZ1757

FZ1758 / FZ1759

FZ1760

FZ1761

HDG = Hot-dip galvanized mast

2.38” to 3.50” Mast Tube Diameters,1 and 2 piece options

5’ or 10’ (1 & 2 piece) Overall Mast Heights(See Mast Descriptions)



ROOF MOUNTS - JRM RMJ R M

B A L L A S T R E Q U I R E M E N T SEffectiveProjectedArea (EPA)

(FT )2

Ballast(LBS)

ZeroVelocity

Load(PSF)

Vs(MPH)


h=2 FT h=3 FT h=4 FT h=5 FT h=6 FT h=7 FT h=8 FT h=9 FT

250350450550650750850950

105011501250

250350450550650750850950

105011501250

250350450550650750850950

105011501250

250350450550650750850950

105011501250

250350450550650750850950

105011501250

250350450550650750850950

105011501250

10.014.018.022.026.030.034.038.042.046.050.0

10.014.018.022.026.030.034.038.042.046.050.0

10.014.018.022.026.030.034.038.042.046.050.0

10.014.018.022.026.030.034.038.042.046.050.0

10.014.018.022.026.030.034.038.042.046.050.0

10.014.018.022.026.030.034.038.042.046.050.0

110131148164178191204215226237247

99117133147159171182193203212221

90107121134145156166176185193202

8499

112124135145154163171179187

7892

105116126135144152160168175

708394

104113121129136143150156

129153173191208224238252265277289

115137155171186200213225237248258

105125141156170183194205216226236

98115131145157169180190200209218

91108122135147158168178187196204

8297

110121132141151159167175183

105125141156170183194205216226236

94112126140152163174184193202211

86102115128139149159168176185192

8094

107118128138147155163171178

7588

100111120129137145153160167

67798999

107115123130137143149

91108122135147158168178187196204

8297

110121132141151159167175183

7588

100111120129137145153160167

698293

102111120127135141148154

65768796

104112119126132138144

5868778693

100106113118124129

8297

110121132141151159167175183

738698

108118126135142150157163

67798999

107115123130137143149

62738392

100107114120126132138

5868778693

100106113118124129

52616977838995

101106111115

7588

100111120129137145153160167

67798999

107115123130137143149

6172829098

105112119125131136

566776849198

104110115121126

53627178859197

103108113118

475663707682879297

101105

698293

102111120127135141148154

62738392

100107114120126132138

566776849198

104110115121126

52627077849096

102107112117

4958657279859095

100105109

4452596570768085899498

65768796

104112119126132138144

5868778693

100106113118124129

53627178859197

103108113118

4958657279859095

100105109

46546168747984899498

102

4148556166717580848891

6172829098

105112119125131136

546473818894

100106112117122

5059677480869297

102107111

46546268748085909499

103

4351586469757984889296

3846525762677175798386

4

5

6

7

8

10

Vmax = Effective wind velocity based on strength or overturning.

h = Distance from support surface to centroid of EPA.

Vs = Effective wind velocity resulting in sliding on a flat surface with a .50 coefficient of friction.

NOTE: Mast strength may govern antenna capacity.


R O O F M O U N T S - J R M


RMJ R M


(FT )2

Ballast(LBS)

ZeroVelocity

Load(PSF)

Vs(MPH)



250350450550650750850950

105011501250

250350450550650750850950

105011501250

250350450550650750850950

105011501250

250350450550650750850950

105011501250

250350450550650750850950

105011501250

250350450550650750850950

105011501250

10.014.018.022.026.030.034.038.042.046.050.0

10.014.018.022.026.030.034.038.042.046.050.0

10.014.018.022.026.030.034.038.042.046.050.0

10.014.018.022.026.030.034.038.042.046.050.0

10.014.018.022.026.030.034.038.042.046.050.0

10.014.018.022.026.030.034.038.042.046.050.0

64758695

103110118124131137143

5970798895

102109115121127132

556574828996

102108113118124

52627077849096

102107112116

4958667380869196

101106110

475663707682879297

101105

7588

100111120129137145153160167

698293

102111120127135141148154

65768796

104112119126132138144

6172829098

105112119125131136

5868778693

100106113118124129

556574828995

102107113118123

6172829098

105112119125131136

566776849198

104110115121126

53627178859197

103108113118

5059677480869297

102107111

475663707682879297

101105

45536067727883889296

101

53627178859197

103108113118

4958657279859095

100105109

46546168747984899498

102

4351586469757984889296

4148556166717580848891

3946525863677276808387

475663707682879297

101105

4452596570768085899498

4148556166717580848891

3846525762677175798386

3743495459636771757882

3541475256606468717578

4351586469757984889296

4047535964697378828589

3744505560656973768083

3542475257616568727579

3339454954586165687175

3238434751555962656871

4047535964697378828589

3744495559646872767982

3541465156606467717477

3338444852566063677073

3137414650535760636669

2935394447515457606366

3744505560656973768083

3541465156606467717477

3238434852566063666972

3036414549535659626568

2934394347505356596265

2833374144485154565962

3542475257616568727579

3338444852566063677073

3036414549535659626568

2934384346505356596264

2732374044475053565861

2631353842454851535658

12

14

16

18

20

22





257Phone (309) 566-3000 • Fax (309)566-3079 • www.rohnnet.com • The Industry Standard© 2011 ROHN PRODUCTS LLC

ROOF MOUNTS - BRM4 RM

B R M 4N O N - P E N E T R A T I N G

Mount Part No.

BRM425

BRM430

BRM435

BRM440

BRM445

BRM455

BRM42510

BRM43510

BRM44510

Mast Part No.

KY1590

KY1592

KY1594

KY1596

KY1598

KY1600

KY2061

KY2063

KY2065


2.38” O.D. x 0.154“ wall x 3.0’

2.88” O.D. x 0.203“ wall x 3.0‘

3.50” O.D. x 0.216“ wall x 3.0’

4.00” O.D. x 0.226“ wall x 3.0‘

4.50” O.D. x 0.237” wall x 3.0’

5.56“ O.D. x 0.258” wall x 3.0‘

2.38“ O.D. x 0.154” wall x 10.0’

3.50“ O.D. x 0.216” wall x 10.0‘

4.50” O.D. x 0.237” wall x 10.0’

MAST SPECIFICATIONS

6.5’Square

The BRM4 mount is hot-dip galvanized after fabrication for corrosion protection.

Order (1) optional BRM4MAT (1/8” thick) or (1) optional BRM4PAD (3/8” thick) for a protective barrier between the mount and the roof. Order (1) optional SCK150safety cable kit (3/16” x 150’).

Refer to pages 258-259 for ballast requirements. 2.38” to 5.56” Mast Tube Diameters

3’ and 10’ Overall Mast Heights(See Mast Descriptions)



R O O F M O U N T S - B R M 4


RMB R M 4


(FT )2

Ballast(LBS)

ZeroVelocity

Load(PSF)

Vs(MPH)



300500700900

1100130015001700190021002300

300500700900

1100130015001700190021002300

300500700900

1100130015001700190021002300

300500700900

1100130015001700190021002300

300500700900

1100130015001700190021002300

300500700900

1100130015001700190021002300

7.111.816.621.326.030.835.540.245.049.754.4

7.111.816.621.326.030.835.540.245.049.754.4

7.111.816.621.326.030.835.540.245.049.754.4

7.111.816.621.326.030.835.540.245.049.754.4

7.111.816.621.326.030.835.540.245.049.754.4

7.111.816.621.326.030.835.540.245.049.754.4

171221261296328356383407431453474

121156185210232252271288305320335

99128151171189206221235249261274

86110131148164178191204215226237

7799

117133147159171182193203212

7090

107121134145156166176185193

242313370416448478506533558583604

171221262294317328358377395412427

140181214240259276292308322336349

121157185208224239253267279291302

108140166186201214226238250261270

99128151170183195207218228238247

198256302340366391414435456476493

140181214240259276292308322336349

114148175196211225239251263275285

99128151170183195207218228238247

89114135152164175185195204213220

81104123139149159169178186194201

171221262294317338358377395412427

121157185208224239253267279291302

99128151170183195207218228238247

86111131147159169179188197206213

7799

117132142151160169177184191

7090

107120129138146154161168174

153198234263284302320337353369382

108140166186201214226238250261270

89114135152164175185195204213220

7799

117132142151160169177184191

6989

105118127135143151158165171

638196

107116123131138144150156

140181214240259276292308322336349

99128151170183195207218228238247

81104123139149159169178186194201

7090

107120129138146154161168174

638196

107116123131138144150156

57748798

106113119126132137142

130167198223240256271285299312323

92118140157169181191201211220228

7597

114128138148156165172180186

658499

111120128135142149156161

587589

100107114121127134139144

5368819198

104111116122127132

121157185208224239253267279291302

86111131147159169179188197206213

7090

107120129138146154161168174

617893

104112120127133140146151

54708393

100107113119125130135

496476859298

103109114119123

114148175196211225239251263275285

81104123139149159169178186194201

6685

101113122130138145152159164

57748798

106113119126132137142

5166788895

101107112118123127

47607180869297

103107112116

2

4

6

8

10

12






ROOF MOUNTS - BRM4 RMB R M 4


(FT )2

Ballast(LBS)

ZeroVelocity

Load(PSF)

Vs(MPH)



300500700900

1100130015001700190021002300

300500700900

1100130015001700190021002300

300500700900

1100130015001700190021002300

300500700900

1100130015001700190021002300

300500700900

1100130015001700190021002300

300500700900

1100130015001700190021002300

7.111.816.621.326.030.835.540.245.049.754.4

7.111.816.621.326.030.835.540.245.049.754.4

7.111.816.621.326.030.835.540.245.049.754.4

7.111.816.621.326.030.835.540.245.049.754.4

7.111.816.621.326.030.835.540.245.049.754.4

7.111.816.621.326.030.835.540.245.049.754.4

658499

112124135145154163171179

617892

105116126135144152160168

57748799

109119128136144151158

54708394

104113121129136143150

5267798999

107115123130137143

4964758695

103110118124131137

92118140157169181191201211220228

86111131147159169179188197206213

81104123139149159169178186194201

7799

117132142151160169177184191

7394

112126135144153161168176182

7090

107120129138146154161168174

7597

114128138148156165172180186

7090

107120129138146154161168174

6685

101113122130138145152159164

638196

107116123131138144150156

607791

102110118125131137143149

57748798

106113119126132137142

658499

111120128135142149156161

617893

104112120127133140146151

57748798

106113119126132137142

54708393

100107113119125130135

5267798996

102108114119124129

496476859298

103109114119123

587589

100107114121127134139144

54708393

100107113119125130135

5166788895

101107112118123127

486374839096

101107112117121

46607179869197

102106111115

4457687682879297

102106110

5368819198

104111116122127132

496476859298

103109114119123

47607180869297

103107112116

4457687682879297

102106110

425464727883889397

101105

40526269758084899397

101

496375849197

102108113118122

46597079859096

101106110114

4356667480859095

100104108

41536370768186909499

102

3950606772778286909497

3748576469747882869093

46597079859096

101106110114

435565747985909499

103107

40526269758084899397

101

3849596671768084889295

3747566368727680848891

3545536065697377818487

4356667480859095

100104108

40526269758084899397

101

3849586570758084889295

3647556267717579838790

3444535964687276798386

3343505761656973767982

14

16

18

20

22

24








RM

10’Square

B R M 6N O N - P E N E T R A T I N G

Mount Part No.

BRM630M

BRM635M

BRM640M

BRM645M

BRM655M

BRM665M

BRM64510M


2.88” O.D. x 0.203“ wall x 4.0’

3.50” O.D. x 0.216“ wall x 4.0’

4.00” O.D. x 0.226“ wall x 4.0’

4.50” O.D. x 0.237“ wall x 4.0’

5.56” O.D. x 0.258” wall x 4.0’

6.63“ O.D. x 0.280” wall x 4.0’

4.50” O.D. x 0.237” wall x 10.0’

MAST SPECIFICATIONSMast Part No.

KY2110

KY1570

KY1578

KY1579

KY1580

KY1581

KY2043

The BRM6 mount is hot-dip galvanized after fabrication for corrosion protection.

Order (1) optional BRM6MAT (1/8” thick) or (1) optional BRM6PAD (3/8” thick)for a protective barrier between the mount and the roof. Order (1) optional SCK150 safety cable kit (3/16” x 150’).

Optional additional inner ballast support angle kit available, order P/N BRM6ABK.

Refer to pages 261-263 for ballast requirements.

2.88” to 6.63” Mast Tube Diameters

4’ and 10’ Overall Mast Heights(See Mast Descriptions)




B R M 64 F T . D I S H E L E V A T I O N

B A L L A S T R E Q U I R E M E N T S

DishDiameter

Ballast(LBS)

ZeroVelocity

Load(PSF)

Design Wind Velocities(MPH)

EL=0º EL=20º EL=40º

500750

10001250150017502000

500750

100012501500175020002250250027503000

750100012501500175020002250250027503000

4’(1.2 m)

6’(1.8 m)

8’(2.4 m)

Vmax Vs Vmax Vs Vmax Vs5.07.5

10.012.515.017.520.0

5.07.5

10.012.515.017.520.022.525.027.530.0

7.510.012.515.017.520.022.525.027.530.0

87107125139148157165

5871839399

105110115120125127

53626974788286909495

678295

106117126135

4555637178849095

100105110

41475358636771757982

103131154169180190196

658399

112120127130130130130130

57697985919798989898

7592

107119131141151

506171798794

101107113118123

46535965707580848892

112142167189203211211

6989

106120129137141141141141141

6073849096

102103103103103

92113131146160173185

61758797

107115123131138141141

56657380869298

103103103


EL = Dish antenna azimuth angle with horizontal.






RMB R M 6


(FT )2

Ballast(LBS)

ZeroVelocity

Load(PSF)

Vs(MPH)


h=4 FT h=5 FT h=6 FT h=7 FT h=8 FT h=9 FT h=10 FT

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

99121140156171185198210221232242

8199

114128140151161171180189198

708699

110121131140148156164171

63778899

108117125133140147153

5770819099

107114121128134140

536575849199

106112118124129

128156180202218230242254265275280

104128147165178188198207216225228

90110128143154163171179187195198

8199

114128138146153160167174177

7490

104116126133140147153159161

688496

108116123130136141147149

114140161180195206217227237246250

93114132147159168177185193201204

8199

114128138146153160167174177

7288

102114123130137144150156158

668193

104113119125131137142144

61758696

104110116121127132134

104128147165178188198207216225228

85104120134145154162169176183186

7490

104116126133140147153159161

668193

104113119125131137142144

60748595

103109114120125130132

5668798895

101106111115120122

96118136152165174183192200208211

7996

111125134142150157163170173

688496

108116123130136141147149

61758696

104110116121127132134

5668798895

101106111115120122

52637382889398

103107111113

90110128143154163171179187195198

7490

104116126133140147153159161

647890

101109115121127132138140

5770819097

103108113118123125

52647482899499

104108112114

4859687682879296

100104106

85104120134145154162169176183186

698598

110119125132138144150152

60748595

103109114120125130132

546676859297

102107112116118

4960697884899398

102106108

45566472788286909498

100

8199

114128138146153160167174177

668193

104113119125131137142144

5770819097

103108113118123125

51637281879297

101106110112

475766748084899397

100102

4353616874788286899394

10

15

20

25

30

35


EL = Dish antenna angle with horizontal.





B R M 6B A L L A S T R E Q U I R E M E N T S

EffectiveProjectedArea (EPA)

(FT )2

Ballast(LBS)

ZeroVelocity

Load(PSF)

Vs(MPH)


h=4 FT h=5 FT h=6 FT h=7 FT h=8 FT h=9 FT h=10 FT

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

49617078869299

105110116121

4757667481879399

104109114

445463707783889499

104108

647890

101109115121127132138140

60748595

103109114120125130132

5770819097

103108113118123125

5770819097

103108113118123125

546676859297

102107112116118

51637281879297

101106110112

52647482899499

104108112114

4960697884899398

102106108

475766748084899397

100102

4859687682879296

100104106

45566472788286909498

100

4353616874788286899394

4555647177818690949799

4352606773778185889293

4049576469737780848788

4352606773778185889293

4049576368727680838688

3847546065697276798283

4049576469737780848788

3847546065697276798283

3644515762656972757879

40

45

50


EL = Dish antenna angle with horizontal.




R O O F M O U N T S - N P P K


RM

N P P KN O N - P E N E T R A T I N G

3.4’

Mount Adjusts to Roof Angle

The NPPK mount is a great solution for broadband antennas and satellite TV dishes. The adjustable mounting plate can be center mounted or to one side as needed to accommodate other satellite TV dish mounts. Our 1LG mount (located on page 274) with a base and 1-1/4” mounting tube can be attached to the NPPK. The mount comes standard with double ballast trays on each side tohold concrete blocks. The NPPK mount is hot-dip galvanized after fabrication for corrosion protection.

Order (2) optional FRMMAT (1/8” thick) or (2) optional FRMPAD (3/8” thick) for a protective barrier between the mount and the roof. Order (1) optional SCK150 safety cable kit (3/16” x 150’).

3’

AdjustableMounting Plate

16” NominalBlocks


ROOF MOUNTS - 25GBRM RM

2 5 G B R MN O N - P E N E T R A T I N G

The 25GBRM mount is designed to support one or two 25G tower sections in a self-supporting application. The 25GBRM mount is galvanized after fabrication for corrosion protection.

Order (1) optional BRM6MAT (1/8” thick) or (1) optional BRM6PAD (3/8” thick) for a protective barrier between the mount and the roof. Order (1) optional SCK150 safety cable kit (3/16” x 150’).

Refer to page 266 for ballast requirements.

Standard 25G sections mountto top of 25GBRM

10’ Square

Overall Mast Heights(1) 25G Section - 12.4’(2) 25G Sections - 22.4’



R O O F M O U N T S - 2 5 G B R M


RM

2 5 G B R MB A L L A S T R E Q U I R E M E N T S


(FT )2

Ballast(LBS)

ZeroVelocity

Load(PSF)

VsOne

Section(MPH)

h=12.4 FT


VsTwo

Sections(MPH)

h=22.4 FT1 Sectionh=12.4 FT

2 Sectionsh=22.4 FT

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

131160185207227245250250250250250

113138159178195211225239250250250

100123142159174188201213224235246

91112129144158171183194204214224

84103119133146158169179189198207

7997

112125137148158167176185193

96117135151165179191203214224234

88107124139152164175186196206215

82100115129141152163173182191200

7694

108121132143153162171179187

7289

102114125135145153162169177

698497

109119128137146154161168

111136157176190201211221231240244

92112130145157166174182190198201

8098

113126136144152159166172175

7288

101113122129136142149154157

668093

104112118124130136141144

61748696

104110115121126131133

658092

103111118124130135140143

5770819198

104109114119124126

52637382889498

103107112113

485867758186909599

103104

4454637076808488929597

4251596671757983869091

2

4

6

8

10

12


(FT )2

Ballast(LBS)

ZeroVelocity

Load(PSF)

VsOne

Section(MPH)

h=12.4 FT


VsTwo

Sections(MPH)

h=22.4 FT1 Sectionh=12.4 FT

2 Sectionsh=22.4 FT

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

500750

100012501500175020002250250027503000

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

5.07.5

10.012.515.017.520.022.525.027.530.0

7491

105117129139149158166174182

7086

100111122132141149157165172

678295

106116126134142150157164

668093

104114123131139147154161

63778999

109118126133141147154

60748696

105113121128135142148

5770809097

103108113118123125

546676859297

102107111116118

51627281879297

101106110112

3948566267717578818586

3746535964677174778082

3644505661646871747778

14

16

18

h = Distance from support surface to centroid of EPA.Vs = Effective wind velocity resulting in sliding on a flat surface with a .50 coefficient of friction.Vmax = Effective wind velocity based on strength or overturning.


ROOF MOUNTS - AAGM RM

A A G MN O N - P E N E T R A T I N G

Mount Part No.

AAGM35

AAGM40

AAGM45

AAGM55

AAGM6560

Mast Part No.

FYS75

FYS76

FYS77

FYS78

FYS96


3.50” O.D. x 0.216” wall x 4.5’

4.00” O.D. x 0.226” wall x 4.5’

4.50” O.D. x 0.237 wall x 4.5’

5.56” O.D. x 0.258” wall x 4.5’

6.63” O.D. x 0.280” wall x 5.0’

MAST SPECIFICATIONS

16.3’

14.3’

The AAGM mount is capable of supporting dishes with diameters up to 10 feet. The AAGM mount is hot-dip galvanized after fabrication for corrosion protection.

Order (1) optional AGMMAT (1/8” thick) or (1) optional AGMPAD (3/8” thick) for a protective barrier between the mount and the roof. Order (1) optional SCK150 safety cable kit (3/16” x 150’).

Refer to page 268 for ballast requirements.

3.50” to 6.63” Mast Tube Diameters2.5’ and 5’ Overall Mast Heights(See Mast Descriptions)



R O O F M O U N T S - A A G M


RM

A A G M4 . 5 F T D I S H E L E V A T I O N

B A L L A S T R E Q U I R E M E N T S

DishDiameter

Ballast(LBS)

ZeroVelocity

Load(PSF)

Vmax(MPH)

Vs (MPH)


100015002000250030003500400050006000

100015002000250030003500400050006000

100015002000250030003500400050006000

100015002000250030003500400050006000

4’(1.2 m)

6’(1.8 m)

8’(2.4 m)

10’(3.0 m)

6.09.0

12.015.118.121.124.130.136.1

6.09.0

12.015.118.121.124.130.136.1

6.09.0

12.015.118.121.124.130.136.1

6.09.0

12.015.118.121.124.130.136.1

135164187207225240250250250

90109125138150160165165165

688294

104112120125125125

465664717782858585

91111128143157170181203222

60748596

105113121135148

45566472798591

101111

313844495458626976

93114132147161174186208228

62768898

108116124139152

47576674818793

104114

334046525761657380

101123142159174188201225246

678295

106116125134150164

506271798794

101112123

404957647075808585






ROOF MOUNTS - PRM6 RM

P R M 6N O N - P E N E T R A T I N G

Mount Part No.

PRM635

PRM640

PRM645

PRM655

Mast Description

3.50” O.D. x 0.216“ wall

4.00” O.D. x 0.226“ wall

4.50” O.D. x 0.237“ wall

5.50” O.D. x 0.258” wall

MAST SPECIFICATIONSMast Part No.

KY1672

KY1673

KY1674

KY1675

2.4’

10.4 ’

DishDiameter

Ballast(LBS)

ZeroVelocity

Load(PSF)

Design Wind Velocities(MPH)


16001800200022002400

160018002000220024002600280030003200340036003800

4’(1.2 m)

6’(1.8 m)

Vmax Vs Vmax Vs Vmax Vs17.219.421.523.725.8

17.219.421.523.725.828.030.132.334.436.638.740.9

145154162168171

97102108112114116118120122124125125

122130137144150

81869196

100104108112115119122125

180184187189189

117123125126126126126126126126126126

137146154161168

9197

102107112117121125126126126126

198198198198198

126132132132132132132132132132132132

168179188197198

112119125131132132132132132132132132

BALLAST REQUIREMENTS

The PRM6 mount is capable of supporting dishes with diameters up to 6 feet. The mount is hot-dip galvanized after fabrication forcorrosion protection. Th PRM6 mount is also UPS shippable.

Order (1) optional PRM6MAT (1/8” thick) or (1) optional PRM6PAD (3/8” thick) for a protective barrier between the mount and the roof. Order (1) optional SCK150 safety cable kit (3/16” x 150’).





Concrete blocks notprovided with mount.

Post Tensioning Rods (TYP)

3.50” to 5.50” Mast Tube Diameters 5.0’ Overall Mast Heights(See Mast Descriptions)


R O O F M O U N T S


RM

B A L L A S T R E Q U I R E M E N T S F O R R O O F M O U N T S 1. Ballast requirements are provided to assist consumers in determining the applicability of a non-penetrating roof mount for an antenna installation and to assist in determining the amount of ballast required. The ballast requirements should not be relied upon without competent local professional examination and verification of its accuracy and suitability for a specific site or application. 2. Specific antennas and/or other mounting configurations may require more stringent strength and ballast requirements and must be investigated for each installation. The load carrying requirements of the supporting surface, the mount and mast, the antenna and the antenna’s connection to the mast must be investigated for each installation. 3. When antenna areas are indicated vs. specific antenna types, the areas tabulated are effective projected areas that include appropriate wind drag factors applied to the projected areas of the supported antennas and the exposed portions of the mount and ballast. The center of the effective projected area is assumed to be at the top of the mounting pipe or the height indicated in the ballast table. Unless otherwise indicated, tabulated ballast requirements assume that the effective projected areas are concentric to the mount and that uplift or download wind forces are insignificant. 4. The tabulated wind velocities are considered to occur at the centroid of the effective projected areas. The wind velocity appropriate for an installation must be determined on an individual site basis considering the location and elevation of the mount. The wind velocity at ground level must be multiplied by appropriate height escalation and gust factors. Potential increases in wind velocity due to channeling, roof projections, and other obstructions, must also be considered when determining ballast requirements. 5. The ballast weights indicated are assumed to be uniformly distributed on the mount. The weight of the mount and antenna may be considered as ballast. Mounts are assumed to be mounted on a flat supporting surface. 6. The zero velocity loads shown are equal to the tabulated ballast weights divided by the total area enclosed by the perimeter of the mount. This area is greater than the ballast contact area. Loads which must be investigated include reactions caused by wind forces and moments, live loads, ice loads, earthquake loads and the dead loads of ballast, mount, antenna, mounting hardware, miscellaneous equipment and roof pads. 7. The tabulated maximum wind velocities (Vmax) are based on a minimum 1.5 factor of safety against structural failure and overturning. 8. The tabulated wind velocities resulting in sliding (Vs) are based on a factor of safety equal to 1.0 and an effective coefficient of friction equal to 0.50 between the mount and a flat supporting surface. A 1.0 factor of safety was used assuming that at higher wind velocities, safety cables or other suitable attachments to the support structure would prevent sliding beyond a safe, designated area. 9. The appropriate coefficient of friction and factor of safety to determine wind velocities resulting in sliding must be determined on an individual site basis. The coefficient of friction may vary under changing moisture and temperature conditions. The minimum coefficient of friction must be used to evaluate sliding resistance. Wind speeds resulting in sliding for other factors of safety or for other coefficients of friction may be found by multiplying the tabulated values of Vs by the following modification factor: Modification Factor = [µ /(.5 x FS)]1/2

µ= Coefficient of Friction FS = Factor of Safety10. The values of Vs indicated do not apply for installations which are prevented from sliding by cables or other suitable attachments to the supporting structure.

11. Roof pads are recommended to prevent damage to roof membranes. Pads should be placed under all contact areas.

12. ROHN recommends that ballast material always be placed prior to mounting the antenna and that roof pads and mount be secured to prevent hazards from occurring under extreme wind loading conditions. Precautions should also be taken to prevent the inadvertent removal of ballast material after installation and to insure that all ballast material is fully supported by the mount (required for ballast to be effective in resisting overturning and sliding).

13. When adhesives are used to secure roof pads, the adhesive must be compatible with the supporting surface. Precautions should be taken to insure that damage to the supporting surface will not occur upon wind loading.

14. The installation, roof material and supporting structure must be capable of withstanding all loads imposed by the antenna system. Supporting surfaces, anchors and/or safety cables must be sufficient to resist the reactions from the antenna system. The installation must meet all applicable local, state and federal requirements.


ROOF MOUNTS - URM RM

U R M

Features: 1. URM mount can be used on a flat roof, sloped roof or over a roof peak. 2. URM mount can be used with 2.88” to 4.50” O.D. masts (order separately). 3. Bottom of mount pivots to match roof pitch. 4. Rear leg adjusts for extra length. 5. Mount base angles are pre-drilled to accept 1/2” diameter connectors.

Optional Masts - Ordered Separately

P2530 2.88” O.D. x 0.203“ wall x 30” LongP330 3.50” O.D. x 0.216“ wall x 30” LongP3530 4.00” O.D. x 0.226“ wall x 30” LongP430 4.50” O.D. x 0.237“ wall x 30” Long

16”24” 28”

25”

ROHN’s Universal Roof Mount (URM) is capable of supporting most PCS, Cellular, and Microwave antennas. The URM adapts to various roof pitches and the fully adjustable rear-leg allows for use on a �at or up to a 12”/12” pitched roof. Installation is easy because of the quick adaptability, plus there’s no need for concrete blocks. The URM is hot-dip galvanized after fabrication for corrosion protection, and can easily ship UPS.

Braces provided with multiple holes to allow+ / - 26” of lengthadjustment.


R O O F M O U N T S - S H R M


RM

S H R M

26”28”

24”

16”

Features: 1. SHRM mount can be used on a flat roof or on a roof peak, up to 45 degrees maximum pitch. 2. SHRM mount can be used with 2.88” to 5.00” O.D. masts (ordered separately). 3. Bottom of mount pivots to match roof pitch. 4. Mount base angles are pre-drilled to accept 1/2” diameter connectors.

ROHN’s Saw Horse Roof Mount (SHRM) is capable of supporting most PCS, Cellular, and Microwave antennas. The SHRM allows for placement of antennas on �at roofs or roof peaks with up to a 12”/12” pitch. The SHRM is also able to be installed on �at roofs. Installation is easy because of the quick adaptability, plus there’s no need for concrete blocks. The SHRM is hot-dip galvanized after fabrication for corrosion protection, and can easily ship UPS.

Optional Masts - Ordered Separately

P2530 2.88” O.D. x 0.203“ wall x 30” LongP330 3.50” O.D. x 0.216“ wall x 30” LongP3530 4.00” O.D. x 0.226“ wall x 30” LongP430 4.50” O.D. x 0.237“ wall x 30” Long

28”


ROOF MOUNTS - TRT RM

T R T 3 6 / T R T 6 0 / T R T A G 2

Description

3’ tall, tube legs (PG)

5’ tall, tube legs (PG)

5’ tall, angle legs (HDG)with 2.38” O.D. x 0.154“ wall x 3.5’ long mast (HDG)

SPECIFICATIONSPart No.

TRT36

TRT60

TRTAG2

TRT60

The TRT is a Tripod Roof Tower, which comes fully assembled and snaps out into position for quick installation using up to 1/4” dia. connectors. The TRTAG2 mount comes with a 2 3/8” O.D. hot-dip galvanized mast, the TRT36 and TRT60 mounts accept masts up to 1 3/4” O.D. (ordered separately). The bolt-on swivel feet adjust to most any pitch roof. TRT mounts are galvanized for corrosion protection. All TRT mounts are UPS shippable.

TRTAG2

TRT36

Angle leg

Tube leg

TRTAG2 comes with a 2 3/8” O.D. mast.Masts must be ordered separately for

the TRT36 and TRT60.

Please see page 301 for mast options.

TRT36 and TRT60 �t ROHN’s Telescoping masts

(see pages 244-249).

PG = Pre-galvanizedHDG = Hot-dip galvanized

Mast


274

N O T E S

1 L G


W A L L M O U N T S - 1 L G


WM

The Universal One-Legged Mount (1LG) may be the one and only mount that can be installed on any part of any building. This mount is designed for many types of antennas – home, TV, MMDS, DBS and more. The mount has a 1-1/4” O.D. mounting pipe and includes (4) 1/4” dia. x 2” long lag screws for installation. The mount is galvanized for corrosion protection and goes together quickly. The mount is easily shipped via UPS.

7”

12”

115o

1.25” O.D. x 16GAMounting Tube


P W M

WALL MOUNTS - PWM

36”

WM

The ROHN Pole Wall Mount (PWM) is designed to support most Satellite, PCS, Cellular, and Microwave antennas. The PWM allows you to vary the mounting pipe length and diameter, accepting 2 7/8” O.D. - 5“ O.D. mounting tubes. The PWM is hot-dip galvanized after fabrication for corrosion protection, and can easily be shipped UPS.

Adjustable mast o�setfrom wall at 16”, 22” and 28”

Optional inside mounting angles,

ordered separately.P/N: FY77

(2) required for mounting

inside

Optional hardwaremounting kit

P/N: HMK18MIncludes: (4) 1/2” dia. x 18”threaded rods and sealant.

32”

W M 4

Single: Wall ClearanceWM6S 6“ clearanceWM8S 8” clearanceWM12S 12“ clearanceWM18S 18” clearanceWM24S 24“ clearance

Double: Wall ClearanceWM8D 8” clearanceWM12D 12“ clearanceWM18D 18” clearanceWM24D 24“ clearance


W A L L M O U N T S


WM

WM212

Single and double extended wall mount assemblies can be used on masonry, wood, metal, and other types of walls using up to 1/4” dia. lag screws or bolts. The Wall Mounts are versatile, coming in a variety of stand o� lengths and supporting 7/8” to 2 3/4“ O.D. masts. The mounts are available as single brackets or double brackets. Masts are held in place with a unique “Anti-Twist” locking clamp. Galvanized for durability, these Wall Mounts are UPS shippable.

Clamp Accepts 7/8” to 2 3/4” O.D.Mast Tube Diameters, mastordered separately.

WMB12AOptional diagonalstrap kit, ordered

separately.

Anti-Twist Locking Screw

W M 2 1 2

The WM212 mount provides 12” clearance to the wall. The WM212 is hot-dip galvanized for corrosion protection. Optional WMB12A diagonal is availableto provide extra strength. Mount is pre-drilled to accept 1/2” dia. connectors.

E X T E N D E D W A L L M O U N T A S S E M B L I E S

2 3/8” O.D. x 0.154” wall x 6’ longMounting Tube, provided

with mount.

WM4

Single: Upper Bracket only

Double: Upperand Lower Bracket

Clamp Accepts 7/8” to 2 3/4” O.D.Mast Tube Diameters, mast

ordered separately.

Anti-Twist Locking Screw

2.38” O.D. x 0.154” wall

NOTE: Connectors to wall not included.

See page 301 for Mast options.

The WM4 mount provides 3” clearance to the wall. The WM4 is hot-dip galvanizedfor corrosion protection. Masts are held in place with a unique “Anti-Twist” lockingclamp. This mount includes (4) 1/4” dia. x 2” long lag screws for mounting.


G-SERIES WALL MOUNTS WM

H B U T V R O

The HBUTVRO provides lateral support for 25G, 45G and 55Gbracketed towers.

The bracket is pre-drilled to accept 5/8” dia. connectors to wall at 16“ or 24” spacing.


The 25GWM upper bracket provides lateral support for 25G wall supportedtowers. The lower bracket provides both lateral and vertical support. The 25Gbase plate (P/N KH6775, not shown) is provided with mount to provide anadjustable 6” - 20” of clearance to wall.

The brackets are pre-drilled to accept 5/8” dia. connectors at 16” or 24” spacing. A minimum 5’ separation between the top and bottom brackets is recommended.

K H 1 0 1 4F O R 6 5 G B R A C K E T E D T O W E R S

The KH1014 bracket provides lateral support for 65Gbracketed towers.

The brackets are pre-drilled to accept 3/4” dia. connectorsto wall at various center-to-center spacings (4.75“ increments).


G - S E R I E S W A L L B R A C K E T S & B A S E M O U N T S

2 5 G W MF O R 2 5 G W A L L S U P P O R T E D T O W E R S

All mounts shown are hot-dip galvanized.

60”

27”

74”

60”


280

N O T E S


M T O W E R M O D I F I C A T I O N M A T E R I A L - G U Y E D T O W E R S


Item12345

Qty.33693

Part No.KC144KC465

210050GA210059GA

KC441

DescriptionBar Flat Bracket Guy .38 x 5 x 4.5’

Bar Flat TA .38 x 3.5 x1.83’Bolt Assembly 3/4 x 2-3/4 HSB A325Bolt Assembly 3/4 x 5-1/2 HSB A325Spacer Bracket Guy .63 x 3.13 x 4.5”5

GA85 Bill of Material

R O H N M O D E L 8 0 G U Y E D T O W E RS T A N D A R D G U Y B R A C K E T S F O R 8 3 & 8 4 S E C T I O N S

( 2 3 / 8 ” & 2 7 / 8 ” O . D . L E G S )

Item1234

Qty.3369

Part No.KC143KC145

210047GA210058GA

DescriptionBar Flat Bracket Guy .38 x 4.5 x4.5’

Bar Flat TA 2.75 x .38 x 1.82’Bolt Assembly 3/4 x 2 HSB A325Bolt Assembly 3/4 x 5 HSB A325

Torque Bar Shown

1

23

4

Tower Brace (REF)

These guy brackets are designed for 5/8” EHS maximum guys at 80% guy radius. For use on ROHN Model 80 tower only, supported on brace clips.

For single braced standard sections, guy bracket must be used at the top of the section.

For double braced standard sections, guy brackets may be used at any panelpoint.

GA80 Bill of Material

*

Torque Bar Shown

1

23

4

Tower Brace (REF)

*

5

These guy brackets are designed for 5/8” EHS maximum guys at 80% guy radius. For use on ROHN Model 80 tower only.

For single braced standard sections, guy bracket must be used at the top of the section.

For double braced standard sections, guy brackets may be used at any panelpoint.

R O H N M O D E L 8 0 G U Y E D T O W E RS T A N D A R D G U Y B R A C K E T S F O R 8 5 S E C T I O N S

( 3 1 / 2 ” O . D . L E G S )


T O W E R M O D I F I C A T I O N M A T E R I A L - G U Y E D T O W E R S


MT O R Q U E A R M

C H A N N E L A S S E M B L Y F O R 8 0 T O W E R S

NOTE: For single braced sections, torque arm must bear on brace clips above flange plates. For double braced sections,torque arm must bear on brace clips at any panel point.

Tower

Leg Clamp

Bolt Assembly withBeveled Washers

Equalizer PlateTower Leg

Bolt Assembly

Bottom Plate

Bolt Assembly withBeveled Washers

Available Sizes:

• 10” Channel (C10x15.3)• 12” Channel (C12x20.7)• 15” Channel (C15x33.9)

To order, provide leg size and desired channel size.




M

284

R E I N F O R C E M E N T S F O R 8 0 S E R I E S T O W E R SS T A N D A R D P A R T S A V A I L A B L E F O R T O W E R M O D I F I C A T I O N S

A N D F I E L D R E I N F O R C E M E N T

Detail of bolt-on midspan horizontal brace.

Detail of horizontal girt.

Added braces are shown as a bold line.

To order, provide leg size and size of horizontal desired.




M

285

R E I N F O R C E M E N T S F O R 8 0 S E R I E S T O W E R SS T A N D A R D P A R T S A V A I L A B L E F O R T O W E R M O D I F I C A T I O N S


For 80 Series towers

For 80/90 Series towers

Detail of bolt-on lug.

Detail of bolt-on midspan horizontal bracket.

Added braces are shown as a bold line.

Standard and Heavy Duty replacement braces areavailable. To order heavy duty braces, specify leg size

and desired brace size.

Lug P/N (1)

KB299

KB299SP

KB489

KB489SP

KB489SP1

KB492

U-Bolt Assy. (4)

JR83A

JR84A

JR84A

JR88A

JR89A

JR88A

X-Brace Lug Requirements (Pipe)Leg O.D.

2.38”

2.38”

2.88”

2.88”

2.88”

3.50”

Assy. P/N

KB497A

KB497ASP

KB498A

KB498ASP

KB498ASP1

KB499A

Lug P/N (1)

KB555

KB556

KB557

KB558

KB559

U-Bolt Assy. (4)

JR83A

JR83A

JR84A

JR84A

JR88A

X-Brace Lug Requirements (Solid Rod)Leg O.D.

2.25”

2.50”

2.75”

3.00”

3.25”

Assy. P/N

KB565A

KB566A

KB567A

KB568A

KB569A

Light Bracing (16 GA) Part No.

KB35R

KB36R

210018GA

Description

1.50” Tube, 16GA Diagonal

1.50” Tube, 16GA Horizontal

1/2 x 1-1/2 A325 Bolt Assy.

Heavy Bracing (11 GA)Part No.

KB37R

KB38R

210019GA

Description

1.50” Tube, 11GA Diagonal

1.50” Tube, 11GA Horizontal

1/2 x 1-3/4 A325 Bolt Assy.

Detail of bolt-on horizontal brace.

Standard Bracing Available

Similar reinforcements available for 90 series towers.

Use w/ 2.88”O.D. X .203“ Wall Split Pipe on one sideUse w/ 3.50”O.D. X .300“ Wall Split Pipe on one sideUse w/ 3.88”O.D. X .500” Wall Split Pipe on one side

***

*

**

Girt SupportBracket

Tower Leg(Ref )

1/2” LegU-bolt

Diagonal TowerBraces

BoltAssembly

Center Plate

Horizontal Girt(Typ)

S E L F - S U P P O R T I N G R E I N F O R C E M E N T SS T A N D A R D P A R T S A V A I L A B L E F O R T O W E R M O D I F I C A T I O N S


Bolt on brackets are available for all SSV towers.

Girt Support Bracket

1/2” LegU-Bolt

BoltAssemblies

Diagonal TowerBraces (Ref )

Center Plate

Horizontal Girt (Typ)

VIEW A-A


TOWER MODIFICATION MATERIAL - SELF-SUPPORTING TOWERS


M

Added horizontalgirt to increase leg

capacity (TYP)

U-bolt Connection(Typical)

Added redundants toincrease brace and legcapacity (TYP)

S S M W S E L F - S U P P O R T I N G R E I N F O R C E M E N T SS T A N D A R D P A R T S A V A I L A B L E F O R T O W E R M O D I F I C A T I O N S


TOWER MODIFICATION MATERIAL - SELF-SUPPORTING TOWERS


287

M

INTERNAL TOWER VIEW(Hip Bracing)

Bolt-on brackets are available for allSSMW legs and internal braces.


T O W E R M O D I F I C A T I O N M A T E R I A L


M

SIZE & TYPEULTIMATESTRENGTH

(LBS)SIZE

ULTIMATESTRENGTH

(LBS)

3/16EHS

1/4EHS

5/16EHS

3/8EHS

7/16EHS

1/2EHS

9/16EHS

5/8EHS

3/4EHS

3990

6650

11200

15400

20800

26900

35000

42400

58300

6000

11000

17500

17500

26000

36000

36000

50000

76000

GAR

GAR

GAR

GAR

GAC34

GAC34

GAC34

GAC34

GAC56

GAC56

GAC56

GAC56

GAC56

GAC57

GAC57

GAC57

GAC57 GAC58

GAC58

GAC59

GAC59

G U Y A N C H O R S E L E C T I O N C H A R T

ANCHOR RODS COMPATIBLE WITH TURNBUCKLE SIZE

ANCHOR RODSPart No.

GAR30

GAC303

GAC305

GAC3455TOP

GAC5655TOP

GAC5755TOP

GAC5855TOP

GAC5955TOP

L

84”

84”

84”

84”

120”

168”

192”

240”

A

1”

2”

2”

2”

2-1/2”

3”

4”

4”

B

-

-

-

12”

12”

12”

12”

18”

C

2”

1”

1”

1”

1-1/4”

1-3/8”

1-3/4”

1-3/4”

D

5/8”

5/8”

5/8”

3/4”

1-1/4”

1-7/16”

1-1/4”

1-7/16”

T

-

3/16”

3/16”

3/8”

1/2“

3/4”

1”

1”

Weight (lbs.)

9

13

14

25

65

125

220

310

Type

GAR

GAC

GAC

GAC34

GAC56

GAC57

GAC58

GAC59

GAC303(3) 9/16” HOLES

GAC305(5) 9/16” HOLES

A AT T

A

5-1/4"

C

L L L

GAR30

GAC3455TOP(5) 11/16” HOLES



GAC5855TOP(5) 1-3/16” HOLES

GAC5955TOP(5)1-3/16” HOLES

A

L

5-1/4"

(2) 3/16”plates, one

on eachside

D D D D

B B

GAR30Anchor

Rod

C

3/4” dia.bolt

included

C C

NOTE: GAC Anchors require use of eye and eye turnbuckles. All other anchors are for use with eye and jaw turnbuckles. Refer to page 297.

3/8

1/2

5/8

5/8

3/4

7/8

7/8

1

1-1/4

GAC

GAC

GAC

1/2” dia.bolts

provided

GUYS TURNBUCKLES

N U T S , B O LT S & W A S H E R S


H A R D W A R E


H

Dia. x Length (inches)

5/16 x 2-3/8

3/8 x 1-1/4

3/8 x 1-1/2

3/8 x 2

3/8 x 2-1/2

3/8 x 2-1/2 (Full Thread)

3/8 x 4

3/8 x 4 (Full Thread)

7/16 x 2-1/2

5/8 x 1-3/4

5/8 x 2

5/8 x 3-1/4

5/8 x 3-3/4

3/4 x 4-1/2

7/8 x 3

Assembly Part No.

210003GA

210005GA

210008GA

210009GA

210011GA

210176GA

210014GA

210013GA

210016GA

210146GA

210140GA

210036GA

210038GA

210091GA

210062GA

GRADE 5 BOLT ASSEMBLIES, GALVANIZED[HEX BOLTS, NUT & LOCKING DEVICE]

Full Thread

Pal nuts included with assembly P/N shown.See table below for other nut locking devices.

Thread Length= 2 (bolt dia.) + 1/4”

Weight (lbs./100pcs)

7/100

10/100

10/100

12/100

13/100

13/100

18/100

18/100

17/100

35/100

38/100

51/100

53/100

91/100

103/100

Suffix

-

AN

TLN

LW

Nut Locking Device

Pal Nut

Anco Nut

Tri-Loc Nut

Split Ring Washer

NUT LOCKING DEVICE OPTIONS[ADD SUFFIX AFTER BOLT ASSEMBLY PART NUMBER]

Example:For 3/8” x 1-1/2” bolt assembly with a split ring lock washer used for a nut locking device, in place of a pal nut, orderpart number: 210011GALW

NOTE: To order bolts or other hardware in this catalog without nuts and nut locking devices, remove the “A” from the end of the assembly part number.

Dimensions (inches) Weight(lbs./100 pcs)

73/100

87/100

91/100

119/100

277/100

U-BOLTS, SQUARE BEND, GALVANIZED

Assy. Part No.

JR811A

JR812A

JR812LA

JR815A

JR12685SQA

A1/2

1/2

1/2

1/2

3/4

B3-1/4

4-1/4

4-1/4

6-1/4

6-1/4

C4-3/8

5-5/16

5-13/16

7-13/16

8-1/2

D1-1/4

1-1/4

1-3/4

1-3/4

2-1/2

Dia. x Length (inches)

1/2 x 1-1/4

1/2 x 1-1/2

1/2 x 1-3/4

1/2 x 2

5/8 x 1-1/2

5/8 x 1-3/4

5/8 x 2

5/8 x 2-1/4

5/8 x 2-1/2

5/8 x 3-1/4

3/4 x 1-3/4

3/4 x 2

3/4 x 2-1/4

3/4 x 2-1/2

3/4 x 2-3/4

3/4 x 4-1/2

3/4 x 5

3/4 x 5-1/2

7/8 x 2-1/4

7/8 x 3-1/2

1 x 4-1/4

1 x 5-1/2

1 x 6

Weight(lbs./100 pcs)

21/100

22/100

24/100

25/100

34/100

36/100

68/100

42/100

43/100

45/100

58/100

61/100

62/100

66/100

70/100

91/100

94/100

104/100

94/100

113/100

172/100

197/100

204/100

STRUCTURAL BOLT ASSEMBLIES, 120 KSI TENSILESTRENGTH, GALVANIZED[HEAVY HEX BOLTS, NUTS & NUT LOCKING DEVICE]

Assy. Part No.

210017GA

210018GA

210019GA

210020GA

210029GA

210030GA

210031GA

210032GA

210033GA

210072GA

210046GA

210047GA

210048GA

210048GA

210050GA

210057GA

210058GA

210059GA

210061GA

210063GA

210069GA

210070GA

210164GA


HH A R D W A R E



AB

DC

Pal nuts included with assembly P/N shown.Add su�x from page 288 for other nut locking device.


Bolt Diameter

1/2”

5/8”

3/4”

7/8”

1”

1-1/8”

1-1/4”

1-3/8”

1-1/2”

Thread Length (inches)

1

1.25

1.38

1.5

1.75

2

2

2.25

2.25

THREAD LENGTHS



H A R D W A R E


H

A

B

D

C

Dimensions (inches)

U-BOLTS, ROUND BEND, GALVANIZED

Assy. Part No.

JR45GA

JR51A

JR55A

JR54A

JR69A

JR67A

JR66A

JR65A

JR68A

JR60A

JR61A

JR64A

JR62A

JR63A

JR81A

JR810A

JR82A

JR83A

JR84A

JR84SA

JR88A

JR89A

JR85A

JR86A

JR87A

JR90SA

JR110A

JR120A

JR121A

JR122A

JR123A

JR124A

JR125A

JR126STA

JR128A

JR1210A

JR1212A

A

1/4

5/16

5/16

5/16

3/8

3/8

3/8

3/8

3/8

3/8

3/8

3/8

3/8

3/8

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

1/2

3/4

3/4

3/4

3/4

3/4

3/4

3/4

3/4

3/4

B

1-1/4

1-1/2

1-1/2

1-11/6

13/16

1

1-1/4

1-1/2

2-1/8

2-1/2

2-1/2

3-1/2

4

4-1/2

3/4

2

2-1/4

2-1/2

3

3

3-1/2

4

4-1/2

5-5/8

6-3/4

8-3/4

10-7/8

12-7/8

3

3-1/2

4

4-1/2

5-5/8

6-3/4

8-3/4

10-7/8

12-3/4

C

2-1/4

2-5/8

2

2-1/4

1-5/8

2-1/4

2-3/4

3

3

4

3-1/2

4-5/8

6

6-1/2

3-1/2

3-3/4

4-1/2

4-1/2

5-5/8

4-1/8

6

6-1/2

6

8

9

11-1/8

13

15

5-3/4

6-1/4

6-3/4

7-1/4

8-5/16

10

11-3/8

13-3/8

15

D

1-3/8

1-1/4

1-1/4

1

7/8

1-1/4

1-5/8

1-3/4

1-1/4

2

1-1/2

1-5/8

2-1/4

2-1/4

2-1/2

1-3/4

2-1/4

2-1/2

3

1-1/2

3

3-1/2

2-1/4

3-1/4

3-1/4

2-1/2

2-1/2

2-1/2

3

2-3/4

2-1/2

2-1/2

2-1/2

3-1/2

2-1/2

2-5/8

2-1/2


Weight(lbs./100pcs)

12/100

15/100

14/100

15/100

21/100

23/100

31/100

29/100

31/100

35/100

33/100

41/100

42/100

52/100

60/100

63/100

71/100

71/100

84/100

73/100

88/100

98/100

91/100

114/100

127/100

188/100

198/100

243/100

199/100

263/100

284/100

280/100

318/100

390/100

424/100

517/100

591/100

Description

5/8” x 7“ (2-1/2” THD Length)

5/8“ x 7” (2-1/2” THD Length)With 2 Heavy Hex Nuts


84/100

108/100

Part No.

210042G

5/8STEP

Description

1/2” x 12” + 2” (Hook)

5/8” x 12“

3/4” x 16” + 3” (Hook)

Weight (lbs.)

1/2 ea.

1 ea.

1-1/2 ea.

Part No.

1/2X12BB

260145G

3/4X16BB

Description

5/16” dia. (18 THD)For 1-1/4” Tubing

Assy. Part No.

TB5125BA


54/100


HH A R D W A R E



J-BOLTS, GALVANIZED

A

B

D

C

Dimensions (inches)Assy. Part No.

J44AA

J51A

J170A

J167A

A

3/8

3/8

3/8

3/8

B

5/8

5/8

5/8

3/4

C

4

5-11/16

7-9/16

2

D

2-5/8

2-3/4

5-1/2

1-1/2

U-BOLTS, DOUBLE BEND, GALVANIZED

BASE BOLT, GALVANIZED

Includes base boltand nuts.

STEP BOLT, GALVANIZED

5/8” x 12”

1/2” x 12”3/4” x 16”



16/100

23/100

35/100

10/100



H A R D W A R E


H

HEAVY HEX NUT OPTIONS, GALVANIZED

HARDENED FLAT WASHERS, GALVANIZEDDescription

3/8“

1/2”

5/8“

3/4”

7/8“

1”

Description

3/8” - 16

1/2” - 13

5/8” - 11

3/4” - 10

7/8” - 9

1” - 8

Anco NutPlain Nut

Pal Nut(used with plain nut)

Tri-Loc Nut

Plain Nut

230005

110143

110146

230020

110149

110150

Weight(lbs./100pcs)

3/100

7/100

12/100

19/100

30/100

43/100

Weight(lbs./100pcs)

0.4/100

1/100

1/100

2/100

2/100

4/100

Pal Nut P/N

110159

110160

110161

110162

110163

110164

Weight(lbs./100pcs)

3/100

7/100

12/100

19/100

30/100

43/100

Tri-Loc P/N

38CTLFG/2H

50CTLFG/2H

58CTLFG/2H

75CTLFG/2H

78CTLFG/2H

1CTLFG/2H

Weight(lbs./100pcs)

3/100

7/100

12/100

19/100

30/100

43/100

Anco P/N

230008

110581

110510

110511

110512

110513

Plain Washer

Split Ring Washer

Weight(lbs./100pcs)

1/100

2/100

3/100

5/100

6/100

8/100

Plain Washer

110950

110202

110205

110208

110210

110214

Weight(lbs./100pcs)

1/100

2/100

3/100

5/100

10/100

10/100

Split Ring Washer

250082

250083

250084

250042

250046

250047


HH A R D W A R E



BEVELED WASHERS, GALVANIZEDDescription

3/8”

1/2”

5/8“

3/4”

7/8”

1”

Part No.

110398

110399

110400

110551

250062G

110686

Description

1/4” Standard thimble,open for 1/8“ to 3/16” guys

5/16“ Heavy duty thimble,open for 3/16” guys

3/8“ Heavy duty thimble,open for 1/4” guys

7/16” Heavy duty thimble,open for 5/16“ guys

1/2” Heavy duty thimble,open for 3/8” guys


5/8” Heavy duty thimble,open for 1/2” or 9/16” guys



1” Heavy duty thimble,open for 7/8” guys

THIMBLES, GALVANIZEDAssy. Part No.

1/4TH

5/16THH

3/8THH

7/16THH

1/2THH

9/16THH

5/8THH

3/4THH

7/8THH

1THH

R O H N G U Y M A T E R I A L S

Weight (lbs./100pcs.)

7/100

7/100

15/100

14/100

31/100

28/100


4/100

12/100

25/100

30/100

51/100

51/100

75/100

147/100

175/100

275/100



H A R D W A R E


H

CABLE CLAMPS, FORGED, GALVANIZED

Description

3/16” Cable Clamp, Forged




Part No.

140214

140001

140002

140003

NUT & PIN TYPE SHACKLES, HEAT TREATED,GALVANIZED

Description

3/8” (13,200 lbs. ultimate strength)





1” (112,200 lbs. ultimate strength)

1-1/8” (125,400 lbs. ultimate strength)

1-1/4” (158,400 lbs. ultimate strength)

Part No.

3/8S

1/2S

5/8S

3/4S

7/8S

1S

1-1/8S

1-1/4S

BIG GRIP END SLEEVES, GALVANIZED

Description

3/16”

1/4“

5/16”

3/8“

7/16”

1/2“

9/16”

5/8”

3/4”

7/8”

1”

Part No.

GC65303

GC65136

GG65128

GC65264

GC65265

GC65266

GC65267

GC65268

GC65269

GC65270

GC65271

NOTES: 1. Oversized heavy duty thimbles must be used with all Big-Grips.


10/100

20/100

30/100

47/100


25/100

70/100

150/100

232/100

340/100

500/100

700/100

975/100


3/100

3/100

3/100

5/100

7/100

10/100

11/100

14/100

21/100

27/100

32/100


HH A R D W A R E



TURNBUCKLES, HEAT-TREATED, GALVANIZED

Thread Diameter x Take Up

3/8” x 6“ (6,000 lbs. ultimate strength)







1” x 12“ (50,000 lbs. ultimate strength)

1-1/4” x 18“ (76,000 lbs. ultimate strength)

1-1/2” x 18“ (107,000 lbs. ultimate strength)

1-3/4“ x 18” (140,000 lbs. ultimate strength)

Part No.

3/8TBE&E

3/8TBE&J

1/2TBE&E

1/2TBE&J

5/8TBE&J

3/4TBE&J

7/8TBE&J

1TBE&J

11/4X18TB

11/2X18TB

13/4X18TB

Description

3/16”

1/4“

5/16”

3/8“

7/16”

1/2“

9/16”

5/8”

3/4”

7/8”

Part No.

BG2142

BG2144

BG2146

BG2147

BG2148

BG2115

BG2116

BG2111

BG2112

BGMS7023

BIG-GRIPS, GALVANIZED[BIG-GRIP WITH END SLEEVE]

EYE BOLT, GALVANIZED

Description

5/8” x 18“ Eye Bolt with Nuts

Part No.

260004P

SCREW ANCHOR, GALVANIZED

Description

1/2” dia. x 30“ long (4” auger)

5/8” dia. x 48“ long (6” auger)

Part No.

GAS4303

GAS604


33/100

50/100

82/100

112/100

188/100

315/100

480/100

650/100

1080/100

1125/100

Weights (lbs.)

1

1

2

2

4

5

8

11

24

35

54

Weight (lbs.)

2

Weight (lbs.)

7

7

Type

EE

EJ

EE

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

Eye & Jaw (EJ)

Eye & Eye (EE)



H A R D W A R E


H

GUYS, GALVANIZEDDescription

6 Strand, 18GA - 1,000’ coil (610 lbs. ultimate strength)

3/16” - 500’ coil (3,990 lbs. ultimate strength)

3/16” - 1,000’ coil (3,990 lbs. ultimate strength)

3/16” - cut length* (3,990 lbs. ultimate strength)

1/4” - 500’ coil (6,650 lbs. ultimate strength)

1/4” - 1,000’ coil (6,650 lbs. ultimate strength)








3/4” - cut length* ( 58,300 lbs. ultimate strength)


1” - cut length* (122,000 lbs. ultimate strength)

Part No.

618

3/16EHS500

3/16EHS1000

3/16EHS

1/4EHS500

1/4EHS1000

1/4EHS

142265

142261

142260

142259

142258

142264

142257

142256

1BS

GUY STRAIN INSULATORS, PORCELAIN

Description

10,000 lbs. ultimate strength



Part No.

502

504

506

Weight (lbs.)

42

36

73

73/MFT

60

120

120/MFT

205/MFT

279/MFT

399/MFT

517/MFT

671/MFT

813/MFT

1155/MFT

1581/MFT

2100/MFT

Weight (lbs.)

1

1.5

3

*Please provide desired guy length with order.MFT = 1,000 FT

GRIPPLE GRIP

Description

Gripple Grip for 6 strand, 18 GA guy installation

Part No.

61820GRPL

R O H N R E V G G R O U N D I N G


HH A R D W A R E


Tower Leg

Tower Base

Tower Leg

Ground RodGround Rod

Ground Rod(2) provided

Ground RodClamp

Ground RodClamp

Ground RodClamp

Ground Lead

Round member ground clamp

Top ofGround Rod6" Min. belowground

Top ofGround Rod6" Min. belowground Top of

Ground Rod6" Min. belowground

Ground lugGround WireAttachment Lug

G-Series tower basesTower/Pole bases with anchor bolts

GUY ANCHOR GROUNDING KIT

No. 80 & 90 tower bases

Description

80 & 90 Tower Base Grounding Kit

55G & 65G Base Grounding Kit

25G & 45G Base Grounding Kit

Guy Anchor Grounding Kit

Guy Anchor Clamp for 1/2” - 3/4“ O.D. Rods

Guy Anchor Clamp for 1” - 1-1/4“ O.D. Rods

Guy Anchor Clamp for 1-1/2” - 2“ O.D. Rods

Guy Anchor Clamp for Angle Anchor Rods

1/2” Anchor Bolt Grounding Kit

5/8“ Anchor Bolt Grounding Kit

3/4” Anchor Bolt Grounding Kit

7/8“ Anchor Bolt Grounding Kit

1” Anchor Bolt Grounding Kit

Kit Part No.

BGK1GGX

BGK2GGX

BGK3GGX

AGK1GGX

CPC.5/.75

CPC1/1.25

CPC1.5/2

213

BGK4GGX

BGK5GGX

BGK6GGX

BGK7GGX

BGK8GGX

Ground Wire

Ground Rod Clamp

Ground Rod

Clamp ordered separatelyfrom guy anchor groundingkit based on anchor rod sizeand type. See chart below.

Ground Lead

Ground Lead

6” Min.

Anchor Rod

Tower Type

Guyed Masts

Self-SupportingStructures

No. of Kits Required

3 per tower

3 per tower

3 per tower

1 per each anchor radius

1 per anchor

1 per anchor

1 per anchor

1 per anchor

3 per tower/pole

3 per tower/pole

3 per tower/pole

3 per tower/pole

3 per tower/pole


H A R D W A R E


HS T E E L T U B I N G

ROHN o�ers both swaged and expanded 16 GA. tubing, commonly used with our roof and wallmounts.

Swaged - This tubing has a locking joint. When tubing is swaged, the metal is compressed and made thicker so that the joint is stronger than the original material. Swaging also eliminates the “joint bulge” common with expanded tubing.

Expanded - A tube with an expanded end used along with a tube with a plain end.

ROHN tubing is o�ered in two types of �nishes, hot-dip galvanized and pre-galvanized. ROHN’s hot-dip galvanized tubing is fabricated from high strength steel, then immersed in molten zinc giving all surfaces, including the interior, an even coating of zinc for maximum corrosion protection. There are no seams, holes or edges left uncoated. Pre-galvanized tubing is made from a coil of steel which is galvanized at the steel mill, cut into strips, and then formed into a piece of tubing. Where the tubing is welded, zinc is sprayed over the weld to give it protection. It has a slightly uncoated seam on the inside and ends.

Tubing Part No.

160505GHS

160505PHS

160506PLX

161005GHS

161005PHS

Description

1-1/4” O.D. x 16 GA. x 5’ long

1-1/4” O.D. x 16 GA. x 5’ long

1-1/2” O.D. x 16 GA. x 5’ long

1-1/4” O.D. x 16 GA. x 10‘ long

1-1/4” O.D. x 16 GA. x 10’ long

TUBING SPECIFICATIONSEnd Type

Swaged

Swaged

Expanded

Swaged

Swaged

Finish

Hot-Dip Galvanized

Pre-Galvanized

Pre-Galvanized

Hot-Dip Galvanized

Pre-Galvanized

Expanded Swaged

Locking Joint - Swaged Ends

M O U N T I N G T U B E SH O T - D I P G A L V A N I Z E D


HH A R D W A R E


Description PartLength Number

2.38” O.D. x 0.154“ wall2.38” O.D. x 0.154“ wall

2.38” O.D. x 0.154“ wall

2.38” O.D. x 0.154“ wall

2.38” O.D. x 0.154“ wall

2.38” O.D. x 0.154“ wall

2.38” O.D. x 0.154“ wall

2.38” O.D. x 0.154“ wall

2.38” O.D. x 0.154“ wall

2.88” O.D. x 0.203“ wall

2.88” O.D. x 0.203“ wall

2.88” O.D. x 0.203“ wall

2.88” O.D. x 0.203“ wall

2.88” O.D. x 0.203“ wall

2.88” O.D. x 0.203“ wall

2.88” O.D. x 0.203“ wall

2.88” O.D. x 0.203“ wall

2.88” O.D. x 0.203“ wall

2.88” O.D. x 0.203“ wall

4.50” O.D. x 0.237“ wall

4.50” O.D. x 0.237“ wall

4.50” O.D. x 0.237“ wall

4.50” O.D. x 0.237“ wall

4.50” O.D. x 0.237” wall

4.50” O.D. x 0.237” wall

5' KH275

6' KH1256

8' KY1304

10' KH287

12'

14'

KH365

16’ KH2806

18’

KH2805

5' KH2766' KH2576

8' KH2541

10' KH288

12' KH366

14' KH2802

16' KH2803

18' KH2804

20’ KH4813

5' KH279

8' KH2447

10' KH291

12' KH369

14' KH2509

5' KH1193

6' - 8” KH1194

8' KH2229

5' KH1200

8' KH2987

10' KH1202

12' KH1203

14' KH5768

5' KH1221

8' KH1977

10' KH122312' KH1224

16' KH3614

18' KH5627

DescriptionPart

Length Number

KH2807

2.38” O.D. x 0.218“ wall2.38” O.D. x 0.218“ wall

2.38” O.D. x 0.218“ wall

2.88” O.D. x 0.276” wall

2.88“ O.D. x 0.276” wall

2.88” O.D. x 0.276“ wall

2.88” O.D. x 0.276“ wall

2.88” O.D. x 0.276“ wall

2.88” O.D. x 0.276“ wall

4.50” O.D. x 0.337“ wall

4.50” O.D. x 0.337“ wall

4.50” O.D. x 0.337“ wall

4.50” O.D. x 0.337“ wall

4.50” O.D. x 0.337“ wall

4.50” O.D. x 0.337“ wall

4.50” O.D. x 0.337” wall

27

36

43

41

55

65

82

98

114

80

106

127

159191

254

286

Weight(lbs.)

2024

26

30

39

47

55

62

70

31

37

41

50

62

74

86

99

111

123

58

77

92

115

138

161

Weight(lbs.)

6' 8” KH281

6' 8” KH282

6' 8” KH285

6' - 8” KH1222

6' - 8” KH1201

Standard Extra Heavy


H A R D W A R E


H

PAINT

Description Part No.

PNTNPO5

PNTNPW9

Tower Paint, Orange, Acrylic Latex

Tower Paint, White, Acrylic Latex

COLD GALVANIZE

Description

Cold Galvanize, Spray

Cold Galvanize, Gallon

Part No.

380063

380147

Weight (lbs.)

11/gal.

11/gal.

Weight (lbs.)

1/can

1/gal.

M I S C E L L A N E O U S

F A A S T Y L E “ A ” S E R I E SR E D O B S T R U C T I O N


T O W E R L I G H T I N G G U I D E L I N E S


L

0’ - 150’[0m - 46m]

151’ - 350’[46m - 107m]

351’ - 700’[108m - 213m]

701’ - 1050’[213m - 320m]

1051’ - 1400’[320m - 427m]

1401’ - 1750’[427m - 533m]

1751’ - 2200’[535m - 671m]

L-864 (Red Beacon)

L-810 (Obstruction Light)

A-0 A-1 A-2 A-3 A-4 A-5 A-6

Day Protection = Aviation Orange/White PaintNight Protection = 2,000cd Red Beacon and Sidelights

1/2 of tower height but not lower than 200’ (61m)


LT O W E R L I G H T I N G G U I D E L I N E S


F A A S T Y L E “ B ” S E R I E SH I G H I N T E N S I T Y

501’ - 700’[152m - 213m]

701’ - 1050’[213m - 320m]

1401’ - 1750’[427m - 533m]

1051’ - 1400’[320m - 427m]

1751’ - 2200’[533m - 671m]

B-2 B-3 B-4 B-5 B-6

L-856 (High Intensity Strobe3 Flashheads required perlevel for 360 coverage

Day Protection = 200,000cd White StrobeTwilight Protection = 20,000cd White StrobeNight Protection = 2,000cd White Strobe

o

F A A S T Y L E “ C ” S E R I E SH I G H I N T E N S I T Y




L

501’ - 700’[152m - 213m]

701’ - 1050’[213m - 320m]

1051’ - 1400’[320m - 427m]

1401’ - 1750’[427m - 533m]

1751’ - 2200’[533m - 671m]

L-865 (Medium Intensity Strobe)Required for appurtenances of 40’or greater

C-2 C-3 C-4 C-5 C-6

L-856 (High Intensity Strobe)3 Flashheads required per levelfor 360 coverage

Day Protection = 200,000cd White StrobeTwilight Protection = 20,000cd White StrobeNight Protection = 2,000cd White Strobe

o


LT O W E R L I G H T I N G G U I D E L I N E S


F A A S T Y L E “ D ” S E R I E SM E D I U M I N T E N S I T Y W H I T E

200’ - 350’[61m - 107m]

351’ - 500’[107m - 152m]

200’ - 350’[61m - 106m]

351’ - 500’[106m - 152m]

D-1 D-2

E-1 E-2

L-865 (Medium Intensity Strobe)

L-864/L-865 (Dual Red/WhiteMedium Intensity Strobe)

L-810 (Obstruction Light)

F A A S T Y L E “ E ” S E R I E SM E D I U M I N T E N S I T Y D U A L

Day/Twilight Protection = 20,000cd White StrobeNight Protection = 2,000cd White Strobe

Day/Twilight Protection = 20,000cd White StrobeNight Protection = 2,000cd Red Strobe & Sidelights

1/2 of tower heightbut not lower than200’ [61m]

1/2 of tower heightbut not lower than 200’ [61m]

F A A S T Y L E “ F ” S E R I E SD U A L H I G H I N T E N S I T Y




L

501’ - 700’[152m - 213m]

701’ - 1050’[213m - 320m]

1051’ - 1400’[320m - 427m]

1401’ - 1750’[427m - 533m]

1751’ - 2200’[533m - 671m]

F-2 F-3 F-4 F-5 F-6

L-864 (Red Beacon)

L-810 (Obstruction Light) Day Protection = 200,000cd White StrobeTwilight Protection = 20,000cd White StrobeNight Protection = 2,000cd Red Beacon and Sidelights

o

L-856 (High Intensity Strobe)3 Flashheads required per levelfor 360 coverage

R O H N C O N S T R U C T I O N S E R V I C E S


C O N S T R U C T I O N M A N A G E M E N T


I

ROHN’s Construction Group has direct and immediate access to company management, engineering, production and shipment to provide you with the highest quality products and a wide range of services to help you complete your project. This direct and simple line of communication saves time and eliminates long distance contact between the manufacturer and installer. It enables us to answer questions internally before they have the chance to grow into costly delays.

We employ professionals with the expertise required to provide you a full turnkey communication project. We understand your needs, and when your job becomes a ROHN Construction project, we assign a single sta� member to take charge. This one point of contact provides you the answers from scope changes to shipping schedules. At any time, you can be assured of the updated status of all phases of your project without having to contact multiple manufacturers andcontractors.

ROHN’s Construction Group, in addition to our in-house sta�, has a network of suppliers, consultants and contractorsto provide:

• Certified Tower Design Drawings• Zoning and Permitting Assistance• Environmental Studies• Geotechnical Services• Site Preparation• Civil Construction• Tower Foundations• Equipment Shelter Foundations• Tower Erection• Equipment Shelter Installation• Provide and Install Antennas and Transmission Lines• System Testing• Security Fencing• Maintenance and Inspection

With over 60 years experience, what company could be more qualified to provide single source turnkey installation services more quickly and e�ciently than ROHN? Nobody knows the products and installation methods the way ROHNdoes. Rest assured, ROHN is there to fulfill all your requirements.

C O N S I D E R A T I O N S I N E R E C T I N GT O W E R S & S I M I L A R P R O D U C T S


C O N S I D E R A T I O N S I N E R E C T I N G T O W E R S


I

Your local municipality or development may have established height and building standards governing the use of towers and similar products. Height restrictions are found in zoning ordinances and private deed restrictions. Building standards may be found in local building codes. Complying with these requirements is usually easy and will help to provide many years of safe and trouble free operation of your installation.

Zoning ordinances, building codes and private deed restrictions are complex legal documents. If you question whether they apply to you, consult a local attorney. Five minutes spent in advance may save hours later.

Zoning ordinances, building codes and deed restrictions are local. If you move from city to city, these restrictions may change.

Zoning ordinances are concerned with the type of buildings or other structures you can erect in your neighborhood. In terms of towers and similar products, zoning laws will tell you if your property is zoned for such items, and if so, what height limitations, if any are involved.

Building codes are concerned with the safety of buildings or other structures permitted by local zoning ordinances. Building codes will tell you where on your property you can put the installation and the type of loading you will need to consider.

Both zoning and building codes are usually administered by the same governmental agency, often known as the Department ofBuilding and Safety or the Zoning Board.

The following steps will help make sure you have a safe, legal installation.

1. Check with the local governmental agency. Ask whether your home is zoned for the type of product you wish to install.

2. Look at the actual zoning ordinances. Pay special attention to the definitions. Many zoning ordinances distinguish between “buildings” and “structures”. Others distinguish between towers physically attached to the house, either by guy wires or mounting and towers that are not attached.

3. See if a building permit is required. If so, be sure to get one. They are usually quite inexpensive, often less than one percent of the cost of the tower. As part of the building permit, a local inspector will check and make sure that the base, guy wires, etc. meet local safety requirements. Properly manufactured commercially made towers are extremely safe and have a large safety margin, but only if you install them according to the directions! If a permit is required and not obtained, your home-owner’s insurance may not insure the tower and you have given neighbors, who might object, a reason to require you to take the tower down.

4. In a limited number of cases, you may need either a zoning variance or a conditional use permit to erect a structure higher than the local zoning board requirements. If so, it is far easier to apply in advance than to put up the structure and apply later. Most local governments are quite cooperative if you apply in advance and follow their rules. Variance provisions are used to provide flexibility from dimensional regulations such as setback or height restrictions. Conditional use permits are used where towers or antennas are not otherwise allowed. A public hearing is usually required before such permits are issued.

5. In addition to local ordinances, real estate developers or homeowners’ associations may impose their own requirements in a subdivision. These requirements are usually known as deed restrictions or Conditions, Covenants and Restrictions (CC&R).

If you are thinking of moving into a new area, ask for a copy of the deed restrictions in advance of signing an offer to purchase the property. If you already own a home, a local realtor, title insurance company or lawyer can obtain copies of the deed restrictions, if any,for you. Don’t take the word of the realtor who may be wrong.

If there are no deed restrictions, you need only be concerned with local zoning and building codes. If there are deed restrictions, read them carefully. Look at the definitions. See if there are any restrictions on outside structures or if a local architectural control committee must pass on any additions or changes to your property.

Deed restrictions are legal documents. A local lawyer familiar with real estate law can read the restrictions in only a few minutes and advise you. Even if the deed restrictions prohibit or restrict the size of towers and similar products, they may be unenforceable if many of your neighbors have erected such products and no objections have been raised.


IC O M M U N I C A T I O N T O W E R S P E C I F I C A T I O N S


R E C O M M E N D A T I O N S F O R S P E C I F Y I N G C O M M U N I C A T I O N S T R U C T U R E S

The basic standard for the design of steel antenna supporting structures is ANSI/TIA-222-G. Prior to issuing a specification, the specifying authority must have a working familiarity with this standard and its requirements. The following information is presented as the basis for preparing a tower specification.

Location: The tower is to be installed at _________________________________________ (include site name, state and county).

Tower Requirements: The structure is to be guyed/self-support/pole (circle one) with a normal overall structural height of_________ feet. The tower is to be designed for a _________ mph wind speed as defined by ANSI/TIA-222-G.

Ice loading shall be considered at _________ inches per ANSI/TIA-222-G and ___________ mph wind speed.

The tower shall be designed to accommodate the following antenna loads: (At this point, please list all antennas, their mounting elevations, and transmission line requirements, providing as specific detail as possible. This should include microwave antenna azimuths, if known, and frequencies.)

Owner shall define structure class, exposure and topographic category (see pages 14-16).

The structure should be oriented on the property with one leg at _________ degrees, true north. Provide orientation if there is a specific orientation required due to property restrictions or desired by the purchaser. (Does not apply to poles).

The following appurtenances shall be incorporated into design as required by ANSI/TIA-222-G. (Note which appurtenances are to be provided with the structure.)

1. Climbing Ladder 2. Safety Device 3. Rest/Working Platforms 4. Transmission Line Support Ladders/Brackets 5. Obstruction Warning Lights and/or Paint 6. Antenna Mounts 7. Ice Shields 8. Grounding Materials 9. Waveguide Bridge 10. Port Size / Location for Poles

ROHN recommends the following requirements be included in specifications for the benefit of the purchaser:

The vendor shall be a manufacturer, primarily and continuously involved in the design and production of communication towers for at least ten years.

In order to specifically define responsibilities, the vendor shall maintain in-house control over the design and fabricating functions. Subcontracting of these responsibilities will be cause for rejection of a vendor’s proposal.

Each structural member shall be identified by a part number and all parts with the same part number must be interchangeable. This will result in tower sections capable of being installed in any 120 degree rotation. Match marking requirements of tower sections by the manufacturer, for proper assembly, shall not be acceptable.

Tower leg members shall utilize a 50 KSI minimum yield strength. Tubular leg members with flange splices shall maintain an open interior diameter through the flange plate at least as large as the inside diameter of the tube and shall be welded externally and internally. Flange leg connections shall utilize a minimum of four bolts per leg.

All fabricated tower members shall be hot-dip galvanized after fabrication per ASTM Standard A123. Hardware shall be galvanized per ASTM Standard A153 and B695. Other types of coatings are not acceptable.

Four sets of tower assembly drawings illustrating all component part numbers and their respective locations shall be provided. As a minimum, assembly drawing shall be accompanied by a letter sealed by a registered professional engineer licensed in the state in which construction is to be performed, certifying that the tower meets all design requirements per ANSI/TIA-222-G.

The tower manufacturer shall be an AISC Certified Fabricator and shall maintain the highest quality steel manufacturing standards for production. Only AWS Certified Welders shall be employed for tower fabrication. A fully qualified quality control department shall be employed with a quality control manual maintained to establish minimum acceptable fabrication standards, procedures and requirements for documentation.

With the use of ANSI/TIA-222-G and the procurement and user guidelines (Annex A), accompanied by the commentary noted above, a thorough specification can be developed.

Copyright 2011 by ROHN Products, LLC. All rights reserved.

G U I D E L I N E S F O R T H E P R E P A R A T I O NO F A G E O T E C H N I C A L R E P O R T


G E O T E C H N I C A L R E P O R T G U I D E L I N E S


I

I. PURPOSE AND INTENT a) The intended purpose of these guidelines is to assist the customer and/or owner to retain the services of a Geotechnical Engineer. b) It is not ROHN’s purpose or intent to supercede the Geotechnical Engineer’s knowledge, judgement and/or experience. It is the Geotechnical Engineer’s responsibility to add or delete from these items, based on local site conditions and other factors.

c) Additional information is provided in ANSI/TIA-222-G Annex G “Geotechnical Investigations”.

II. DISCLAIMER

a) ROHN will not accept any liability, either expressed or implied, for the use of, and omissions in, these guidelines.

III. EXPLORATORY BORINGS

a) Borings should be taken at tower legs for self-supporting towers and at the base and anchor points for guyed towers. For small self-supporting towers, two borings may suffice. For large self-supporting towers, one boring should be taken at each tower leg. A “small” self-supporting tower is assumed to have a face width less than 20 feet and a compression load less than 50 kips per leg. For pole structures, one boring may suffice.

b) The minimum boring depth should be 30 feet for pole structures, self-supporting towers and guyed tower bases. For guyed tower anchors, the minimum depth should be 15 feet. The actual depth of boring must be determined by the Geotechnical Engineer based on reactions, soil conditions and the type of foundation recommended.

c) If borings cannot be advanced to the desired depth, rock corings should be taken. Rock Quality Designation (RQD) values and compressive strengths should be determined.

IV. GEOTECHNICAL REPORT

a) The following properties, for each soil layer encountered, should be determined by field or laboratory testing and summarized in the geotechnical report:

1. Soil classification and elevations 2. Standard penetration values 3. Unconfined compression strength 4. Angle of internal friction 5. Cohesion 6. “In-Situ” soil density and moisture content 7. Rock quality designation (RQD) and percent rock sample recovered 8. Other properties unique to site conditions

b) The following items should be discussed in the geotechnical report:

1. Geological description of site 2. Observed and expected ground water conditions 3. Expected frost penetration depth 4. Corrosion potential of soil and corrosion protection recommendations 5. Site access and potential construction difficulties 6. Dewatering or site drainage requirements 7. Backfill material recommendations 8. Settlement considerations 9. Additional information to aid foundation designer 10. Recommended types of foundations 11. Design parameters for uplift, download and lateral load 12. Factor of safety considered when allowable vs. ultimate design parameters are provided 13. Recommended construction techniques and inspections


IS A F E T Y I N F O R M A T I O N


This information may save you from death or injury. Do not attempt to install or dismantle any ROHN products until you have read and understood the information in this document.

Do not attempt to install or dismantle ROHN products near any type of power line. Should your installation come into contact with power lines, you can be killed! Be sure your installation is out of falling distance of any overhead wires – including the lead to any building. Read all instructions carefully before you begin, or better yet, call a professional – it may save your life.

ROHN’s ACWS sign must be attached to all poles, towers, guyed mast bases in a location which is conspicuous and readable from the ground so that all personnel are notified and warned. Aluminum wire is furnished for attaching signs. ROHN recommends you check frequently to make sure the sign has not been removed. These 6" x 9" signs may be ordered, specify part number ACWS.

Tower Erectors – Please see that these signs are attached per the instructions above before leaving the site.

Guyed and bracketed towers are not self-supporting at any height. When installing or dismantling a guyed tower always consult your local tower installer. The condition of a used tower is difficult to determine and in the process of dismantling you could be killed or injured. Dismantling and installation may require the use of temporary steel guys.

General Information & Precautions

ROHN field technicians, warning labels, catalogs, guy charts, etc. are available from ROHN. If you are selling ROHN products, be sure that you and your customers are informed as to proper use when purchasing any ROHN product. All towers, masts and poles should be installed ordismantled by experienced and trained personnel.

Mixing of Products

The mixing of so-called interchangeable copies of ROHN products with ROHN products is dangerous and voids all engineering or warranty data supplied by ROHN. Materials used by the so-called copies are not the same quality and have not been tested or engineered by ROHN.

Who should install or Dismantle ROHN Products?

Installing, dismantling and rigging ROHN products requires specialized skills and experience. Information supplied by ROHN assumes that all products will be installed or dismantled by personnel having these skills and having worked with similar products before. No one should attempt to install or dismantle ROHN products without these skills and experience. ROHN assumes no liability if faulty or dangerous practices are used. There are available trained and experienced personnel to assist in installation, maintenance, and disassembly. Contact your local installer if consultation or assistance is required.

What about used material?

ROHN does not recommend or warrant in any way the use of used materials. The use of used materials voids all warranties set forth byROHN because no one knows if the used material has been misused, overloaded, or damaged. If, for some reason, materials are re-used, all new, galvanized, high strength bolt assemblies must be used.

General Precautions

Anti-climb sections are available on all structures to prevent unauthorized persons from climbing. Installation and dismantling may require the use of temporary steel guys. All installations must be grounded per local and national codes. All types of installations must be thoroughly inspected by qualified personnel and re-marked with hazard and warning labels at least twice a year to ensure safety and proper performance. ROHN makes available many items, which may or may not be required for your particular installation. Some items available in various types and sizes are: safety climbing devices, ladders, safety cages, anti-climb devices, work platforms, F.A.A. painting and lighting, grounding, and fencing. Special product services and special packaging are also available. Based on local, state, or federal laws and building codes for your area, it may be necessary for your particular installation to have special items or be given special consideration. If there are any special requirements for your particular installation, be sure to include them in your request for quotation and on your order form. ROHN cannot be responsible for any omission at any time.

S A F E T Y I N F O R M A T I O N





I

About OSHA

In accordance with the Occupational Safety and Health Act regulations, parts are available incorporating features, which will permit a safe product. It is a policy of ROHN Products to design and make our products safe to use without hazards to people and/or property. We ask that you list specific requirements you wish us to comply with in accordance with the intended use of a product. These requirements may or may not affect the price of the materials and equipment under consideration for purchase. We would be happy to answer any additional questions you may have.

About Step Bolts

Structures may or may not include step bolts. Step bolts are supplied as a convenience during construction. Step bolts are intended to beclimbed by professional Competent Climbers only. 100% Fall protection is required at all times. Climber safety devices are required on allstructures 10 ft. or greater in height. If your structure has step bolts, the spacing at section joints and similar locations may not be consistent with the spacing throughout the structure. Flange plates, guys, attachments to legs, appurtenances, etc. may be an obstructionto continuous climbing. Climbing step bolts is dangerous and can cause serious injury or death. Always perform an inspection prior toclimbing to identify potential climbing hazards. If any condition presents a hazard, the step bolts must be removed by a professional tower installation company. ROHN will not be responsible for the use of step bolts. If you wish to use step bolts, the responsibility fortheir use will be totally yours or your customers.

Installation & Dismantling Safety Instructions

Each year people are killed, mutilated, or receive severe permanent injuries when attempting to install or dismantle towers, poles, and other structures. In many of these cases, the victim was aware of the dangers of electrocution but did not take adequate steps to avoid the hazard. Good practice is to install your products away from power lines and obstructions. Your dealer carries a complete line of installation and grounding hardware. For your safety and to help you achieve a safe installation, please read and follow the safety precautions below. They may save your life! Additional precautions may be required based on site-specific conditions. 1. If you are not experienced in installing or dismantling, please, for your own safety as well as others, seek professional assistance. Consult your dealer.

2. Select your installation site with safety, as well as performance, in mind. REMEMBER: Power lines and phone lines look alike. For your safety, assume that any overhead lines can kill you.

3. Call your power company. Tell them your plans and ask them to look at your site. This is little inconvenience, considering your life is at stake.

4. Before you begin, plan your installation or dismantling procedure carefully. Successful installation or dismantling is largely a matter of coordination. Each person should be assigned to a specific task and should know what to do and when to do it. One person should be designated as the “boss” to call out instructions and watch for signs of trouble.

5. When installing or dismantling, REMEMBER: Do not use a metal ladder. Do not work on a wet or windy day or if a thunderstorm is approaching. Do dress properly – shoes with rubber soles and heels, rubber gloves, long sleeve shirt or jacket, and a hard hat and safety glasses.

6. If the assembly starts to drop, get away from it and let it fall. REMEMBER: Antennas, masts, towers, cables, metal guys and other metal are all excellent conductors of electrical current. Even the slightest touch of any of these parts to a power line completes an electrical path through the installer!

7. If any part of the assembly should contact a power line – Don’t touch it or try to remove it yourself. Call your local power company. They will remove it safely.

8. If an electrical accident should occur – don’t grab hold of the person in contact with the power line or you too may be electrocuted. Use a dry board, stick or rope to push or pull the victim away. Have someone call for medical help.


IT E R M S & C O N D I T I O N S


1. All quotation, proposals, prices, or other terms are made for acceptance within 30 days (after 30 days, prices in effect at time of shipment will apply) and shipment within 30 days of purchase order date, unless otherwise stated. They are subject to change without notice; however, ROHN invites your request for an extension. They are also subject to Credit and Marketing Department approval prior to acceptance. No other price protection is available. 2. Every effort will be made to maintain shipping schedules, either on ROHN equipment or via common carrier. ROHN cannot be responsible for delays in shipping caused by state or local agencies with regard to permits, routing, weather, detours, etc. All deliveries and schedules are contingent on availability of raw materials, fuel, and transportation. ROHN will not be liable for damages on account of any delays or abnormalities caused in shipping due to causes beyond our reasonable control. ROHN reserves the right to make partial shipments and to submit invoices accordingly. 3. Changes or modifications to orders can be made only by written agreement executed by all parties affected thereby, which agreement shall include any price modification. 4. ROHN's responsibility ceases upon delivery of all shipments to the carrier. The unloading of all shipments is the responsibility of the Buyer, not the carrier or ROHN. Buyer is warned against receipting for merchandises until careful inspection has been made. Any claim made against ROHN must be made within 90 days after receipt of merchandise. All merchandise leaving ROHN’s factory has been carefully inspected and ROHN does not assume responsibility for damages or shortages which occur in transit. Buyer must make all claims and report all damages and losses to the delivering transportation company. 5. No federal, state, or local taxes are included in quoted prices. All quotations, proposals, prices, or other terms are subject to increase without notification by the amount of any sales, excise, or other tax levied or charged to seller by any governmental agency and any such tax will be passed onto purchaser as a tax or as an addition to the selling price. This also applies to all costs incurred due to local statutes or governmental regulations. 6. Orders are not subject to cancellation by Buyer except by written agreement with seller. Any order canceled, after any work has been done by ROHN, such as drawings, production, etc., will have a cancellation charge, to be determined solely at the discretion of ROHN for whatever work has been performed with a minimum of 25% of the purchase order price. If Buyer so chooses, he shall have the right to receive the material already performed at time of cancellation at the quoted price. If an order is canceled before any work has been done by ROHN, a $200 cancellation charge will apply. 7. Material received may not be returned by Buyer except by written agreement with seller. In all cases, permission must be secured from ROHN prior to the returning of any goods for credit. All returned goods are subject to a minimum service charge of 25%, plus all transportation charges, and are subject to inspection by ROHN. Returned goods will be offered and paid for only upon proof of purchase (i.e. invoice no.) and credit will be issued against invoice value. ROHN reserves the sole right to determine amount of credit to be issued on all goods returned for credit. Only standard, currently manufactured ROHN products may be considered for return and credit. Unsaleable products will be scrapped and no credit will be received. If returned goods are determined to have no value and Buyer wishes them returned, the Buyer will be charged return freight. Safety equipment, erection equipment, insulators, transformers, nuts and bolts are not returnable. 8. ROHN warrants the commercial items of its manufacture only, to be reasonably fit for the purpose for which they are manufactured and sold, provided, however, that this warranty shall be effective only if purchaser installs all material according to ROHN's recommendations and specifications and that purchaser during the warranty period shall regularly, not less than semi-annually, inspect and properly maintain all items. Any item found unfit for its purpose within 12 months from date of delivery will be repaired or replaced free of charge, F.O.B. ROHN's plant. ROHN shall be immediately notified in writing of such unfitness. ROHN reserves the sole right to determine if any material is to be repaired or replaced free of charge or to be supplied at ROHN's standard prices. Such obligation shall be limited to parts returned for inspection, properly packed and expenses prepaid, and providing inspection shall satisfactorily indicate defects. The warranty herein made is in lieu of all other warranties and, except as expressly stated herein, ROHN does not make and there are no warranties or obligations of any kind or nature whatsoever either expressed or implied including, but not restricted to, warranty or obligations as to product, material, workmanship, or manufacture or as to the use of the items covered hereby. ROHN shall not under any circumstances be liable to third persons for any claims for damages including direct, special, indirect, or consequential damages for any reason. The Buyer agrees to indemnify and to hold ROHN harmless for, of, and from any loss, claims, damages, expenses and attorney’s fees, including but not limited to, any fines, penalties and corrective measures ROHN may sustain by reason of Buyer’s failure to comply with said laws, rules, and regulations in connection with the performance of this sale. The above warranty warranted applies only to items manufactured by ROHN. Items not manufactured by ROHN are guaranteed only to the extent and in the manner warranted and guaranteed to ROHN by the manufacturer of

such items and then only to the extent ROHN is liable to enforce such warranty or guarantee. ROHN will assume no responsibility for the adequacy of any product if material is used which is not totally supplied by ROHN. The above sets forth the only warranty made by ROHN in connection with items manufactured or sold by it, and any provisions in any proposals, specifications, advertising, or other provisions hereof, are merely descriptive and are not to be construed as warranties made by ROHN. All warranties are void on drawings made by others, whether by a professional engineer, sealed or not, that are not rechecked by ROHN and approved by ROHN. ROHN assumes no liability for the adequacy of the drawings or the product. Without limiting the generality of the foregoing, the Buyer hereby indemnifies ROHN and hold ROHN harmless from any and all claims and/or damages (including direct, special, indirect or consequential damages, attorneys’ fees and costs) relating to or arising out of any highway structure or component not designed by ROHN. ROHN hereby disclaims any and all warranties, including express or implied warranties of merchantability and fitness for any particular purpose, relating to or arising out of metal fatigue. 9. ROHN reserves the right to change or modify the product and construction of any product manufactured by ROHN and to substitute material equal to or superior to that originally specified. 10. Buyer agrees not to disclose or make available to any third party processes, drawings, specifications, reports, photographs, data and other technical or proprietary information relating to ROHN products without obtaining prior written consent of ROHN. 11. No proposal, order, quotation, or acceptance may be changed or varied by verbal agreement, and all orders are accepted only under the provisions set forth herein. 12. Purchase orders and requests for quotations must be submitted in writing to ROHN. It is the responsibility of the Buyer or Buyer Representative to provide ROHN design criteria (environmental loads, equipment loads, operational limitations, geotechnical information, etc.) based on site-specific data. In designing the product for the Buyer, ROHN is relying solely and entirely on design criteria provided by the Buyer to ROHN. Without limiting the generality of the indemnities in these Terms & Conditions, the Buyer hereby indemnifies ROHN and holds ROHN harmless from and against any and all claims and/or damages (including direct, special, indirect or consequential damages, attorneys’ fees and costs) relating to or arising out of any inaccuracy or incompleteness in design criteria provided to ROHN by the Buyer, and the Buyer waives all claims against ROHN for same. 13. If outside source inspection, assembly, etc. is required prior to shipment of an order, $50.00 per man hour (plus equipment time, if applicable) is chargeable, with $300.00 as a minimum. 14. Any welding inspection required by Buyer or Buyer's specifications must be done at ROHN's plant prior to packing and shipment of material from ROHN's plant. 15. A minimum charge of $25.00 will be billed for special handling and preparation of material for air shipments. 16. ROHN reserves the right to apply all remittances and credit memos to the oldest outstanding balance in your account. No credits will be issued for any reason against a purchase order whose billing is more than 90 days old. Buyer corrections or complaints must be made within this period of time. 17. Standard catalog prices do not include special drawings or product evaluations. If any are required, there will be a charge. 18. ROHN at all times reserves the right to take pictures of any or all of its products after installation for advertising purposes, except those which are under classified governmental control. 19. The Buyer will be responsible for any extra charges incurred on prepaid shipments. 20. A service charge not to exceed 2% per month or maximum allowable per State law will be billed on all accounts not paid within 30 days of invoice date. 21. Minimum total net worth of merchandise which can be ordered is $100.00. Any orders placed for less will be billed at $100.00. 22. Storage charges will be .02% of invoice amount per day with a minimum charge of $8.00 a day. These charges will be invoiced on a monthly basis for material requested to be withheld from shipment starting 30 days from the initial notification from ROHN, that the material was available for shipment. 23. All CIA requirements must be met with certified checks or money orders to insure prompt shipment. 24. All expenses incurred by ROHN during any collection effort shall be charged to the Buyer. 25. There will be a minimum of a $100 fee per truck or container, for ROHN to receive, handle and pack for reshipment, any material not purchased through ROHN, but drop shipped to ROHN for shipment with a ROHN structure. This includes light kits, platforms, mounts, rigging equipment, etc. that is provided by others. There will be a minimum $250 per truck or container for those drop shipped items that must be handled with ROHN forklifts or other mechanical device.


I N F O R M A T I O N


I

The information contained in this catalog does not purport to cover all details or variations in equipment nor provide for every possible contingency to be met in connection with installation,

operation or maintenance. ROHN assumes no obligation to revise any of the information contained in this catalog if changes are made in criteria or evaluation techniques at a later date. Should

particular situations arise which are not covered su�ciently herein for the purchasers’ purposes, the matter should be deferred to ROHN.

All towers, poles and masts must be installed and dismantled by experienced and trained personnel.

All installations must be thoroughly inspected by quali�ed personnel and remarked as required with hazard and warning labels at least twice a year to ensure safety and proper performance.

All installations must be grounded per local and national codes.

The mixing of so-called interchangeable copies of ROHN products is dangerous and voids all dataor warranty supplied by ROHN. Materials used by others are not the same quality and have not been

tested or checked by ROHN to conform to the same quality standards. Mixing of non-ROHN items may endanger lives and cause serious failures and �nancial misfortune for all concerned.


318

N O T E S














Mailing Address:


Phone:

(309) 566-3000(800) 727-ROHN (7646)

Fax:

(309) 566-3079

Email:

SAFETY FIRST!

[email protected]

Web:

www.rohnnet.com


I N F O R M A T I O N


I

The information contained in this catalog does not purport to cover all details or variations in equipment nor provide for every possible contingency to be met in connection with installation,

operation or maintenance. ROHN assumes no obligation to revise any of the information contained in this catalog if changes are made in criteria or evaluation techniques at a later date. Should

particular situations arise which are not covered su�ciently herein for the purchasers’ purposes, the matter should be deferred to ROHN.

All towers, poles and masts must be installed and dismantled by experienced and trained personnel.

All installations must be thoroughly inspected by quali�ed personnel and remarked as required with hazard and warning labels at least twice a year to ensure safety and proper performance.

All installations must be grounded per local and national codes.

The mixing of so-called interchangeable copies of ROHN products is dangerous and voids all dataor warranty supplied by ROHN. Materials used by others are not the same quality and have not been

tested or checked by ROHN to conform to the same quality standards. Mixing of non-ROHN items may endanger lives and cause serious failures and �nancial misfortune for all concerned.


318

N O T E S














Mailing Address:


Phone:

(309) 566-3000(800) 727-ROHN (7646)

Fax:

(309) 566-3079

Email:

SAFETY FIRST!

[email protected]

Web:

www.rohnnet.com

#1 Fairholm AvenuePeoria, IL 61603, USA

Corporate Headquarters 65th Anniversary EditionEstablished 1948

3

Phone: (800) 727-ROHN(7646) (309) 566-3000

No. 3No. 3

1. rohn catalog sept 2013

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