04AprilBOAPage 1 of 11 4/7/2026
April 7, 2026
1.Call to Order of the Randolph County Board of Adjustment.
There was a meeting of the Randolph County Zoning Board of Adjustment on April 7, 2026, at 6:00 PM in the 1909 Historic Courthouse Meeting Room, 145-C Worth St, Asheboro, NC. Chairman Pell called the meeting to order and welcomed those in
attendance. Pell reminded those in attendance that the Planning Board Rules of
Procedure state that anyone wishing to speak must sign up to speak and that speakers other than the applicant are limited to three minutes.
The following Zoning Board of Adjustment members were present at the meeting: Reid
Pell, Kemp Davis, John Cable, Reggie Beeson, Brandon Hedrick, Susan Thompson, and Nicholas Mooney. The following Zoning Board of Adjustment members were absent from the meeting: Ken Austin and Steven Maness. Planning Director Kim Heinzer was present, and County Attorney Ben Morgan was also present, along with County Planning staff members Kayla Brown, Melissa Burkhart, Amanda Bestmann,
and Cory Hartsoe.
2. Consent Agenda:
●Approval of agenda for the 4/7/2026 Board of Adjustment meeting.
On the motion of Cable, seconded by Beeson, the Zoning Board of Adjustment voted 7-0 to approve the Consent Agenda as presented in the agenda packet.
3.Conflict of Interest:
There were no Conflicts of Interest or ex parte communication identified by any Zoning Board of Adjustment member.
●Are there any Conflicts of Interest or ex parte communication that should bedisclosed? (If there is a Conflict of Interest, the Board must vote to allow the
member with the Conflict of Interest to not participate in the hearing of the
specific case where the Conflict of Interest has been identified.)
4.Old Business.
There was no old business for the Zoning Board of Adjustment to consider.
5.New Business.
OWENS VARIANCE REQUEST #2026-00022005
The Randolph County Zoning Board of Adjustment will hold a duly published
Page 2 of 11 4/7/2026
and notified quasi-judicial hearing on the Variance requested by Amanda
Owens, Seagrove, NC, to use the property located at 5002 Needhams Trl,
Richland Township, Tax ID #7675794858, 10.06 acres, RA - Residential Agricultural District, in a way not permissible under the literal terms of the
Randolph County Unified Ordinance. The applicant desires to obtain a Variance to remove the existing variance from the property. The applicant
desires to subdivide the property, which would create a new lot. Property Owner: Jerry Clay
Heinzer presented the variance request of Amanda Owens to the Zoning Board of Adjustment. Morgan administered the oath to Amanda Owens, the applicant.
Owens stated that she was trying to divide the property into two lots, but because of an existing variance, she could not do so. Owens said there is already a house on the property that she lives in to take care of her father.
Davis asked if the other house on the property is a family member. Owens said yes,
it was her father. Morgan stated that, since there was an existing variance on the property, that is why Owens had to come before the BOA for approval for her to split the lot.
Hedrick said there are currently two mobile homes on the property and asked if, once it was subdivided, if there would remain two homes. Hedrick also asked if a septic evaluation needed to be done. Owens said yes, she was trying to replace one of the homes, and that the existing septic system could be used for the replacement
home. Cable and Davis asked if the same driveways were going to be used. Owens said yes.
Pell asked if there were any other questions.
Hearing none, Pell closed the public hearing.
Beeson stated that replacing the current home would be an upgrade to the situation.
On the motion of Davis, seconded by Cable, with a vote of 7-0, the Zoning Board of
Adjustment voted to approve the request with the motions contained in the Zoning
Board of Adjustment agenda packet.
JEM MARKETING VARIANCE REQUEST #2026-00022006
Page 3 of 11 4/7/2026
The Randolph County Zoning Board of Adjustment will hold a duly published
and notified quasi-judicial hearing on the Variance requested by JEM Marketing LLC, Ramseur, NC, to use the property located at 122 White Lake Dr, Columbia Township, Tax ID #8722566942, .68 acres, RR - Residential Restricted District. in a way not permissible under the literal
terms of the Randolph County Unified Ordinance. The applicant desires to
obtain a Variance to change road right-of-way setback on White Lake Dr to 34ft in lieu of the 35ft setback required by section 631 of the U.D.O.
Heinzer presented the variance request for JEM Marketing, LLC to the Zoning Board of Adjustment.
Pell opened the public hearing.
Morgan administered the oath to Jackie McNeill. McNeill said he bought the property, and the dirt road was a private drive; he didn't
know about the setback requirements. McNeill stated that he could potentially turn
the home to meet the setbacks, but he thinks that would make the property look bad since the house wouldn't be facing the same way as the neighboring houses. Pell asked if the house was already sitting on the property. McNeill said yes.
Heinzer stated that the Zoning Department was notified by Building Inspections that the setbacks were not met. McNeill said there was a home previously on the parcel that had burnt down.
Hedrick asked if White Lake Drive had always been there. McNeill said yes as far as he knew. Morgan asked if White Lake Drive was paved. McNeill said no, it was a gravel road.
Cable asked how many homes were on White Lake Drive, and McNeill said he thinks five homes, and everyone has to sign a maintenance agreement on the road. Pell asked the board if there were any more questions.
Davis asked what the setbacks were for a private drive. Heinzer said 35 ft.
The board discussed the required setbacks and the home's current setbacks.
Cable asked who set up the mobile home and asked if they were aware of the
Page 4 of 11 4/7/2026
setback requirements. McNeill said that S&M Mobile Home Movers moved the home, and they were not aware. Pell asked if the well and septic were already on the property. McNeill said yes.
Davis asked if the new mobile home was in the same place as the house that had burned down. McNeill said yes, but the new mobile home is longer. Cable asked how long the mobile home was, and McNeill said 76ft.
Beeson stated that you could see the location of the old home on the ortho site plan. Cable asked about the driveway. McNeill said the driveway was there and they didn't change it.
Cable asked if there was a way to move the mobile home closer to the property line on the other side of the property to meet setbacks. McNeill said it would just start to encroach on the neighbor.
Beeson stated that McNeill may have to get a 60ft home instead of a 76ft home.
Pell closes the public hearing.
Hedrick asked Morgan if the Board was to approve this request, and if someone
bought the property, wanting to do something else with the property, would the variance still be there? Morgan said yes because the variance goes with the property. If something else were to be done with the property, they would need proper zoning.
Thompson asked if McNeill were to turn the house facing White Lake Drive, would he be able to meet setback requirements? Morgan said it wouldn't be in harmony with the other houses since it would be facing a different way. Beeson asked if turning the home would encroach on the septic and well. Hedrick
pointed out the well area on the site plan. McNeill said that he would have to make sure all setbacks would be met if they moved the location.
On the motion of Cable, seconded by Davis, with a vote of 7-0, the Zoning Board of Adjustment voted to reopen the public hearing for this request.
Cable asked where the septic tank was located and if the mobile home was moved, could he get the fall as needed for the septic system? McNeill said the septic was in the front yard, and depending on where he put the home depended on the fall needed.
Pell stated it looks like the property is at an angle. McNeill said the back of the
Page 5 of 11 4/7/2026
property goes up. Hedrick asked what kind of foundation it was on, and McNeill said block.
Hedrick asked if McNeill could move the home closer to the side property line, where
the site plan shows that the mobile home is now 20.6 ft away. McNeill said yes. Cable asked McNeill if he was willing to move the mobile home. McNeill said yes if he needed to.
Morgan stated that if McNeill were to move the home closer to the side property line, the neighbor may have a problem with that and may have come to the meeting in opposition.
Hedrick stated that a hardship that wasn't created by McNeill was needed to justify
the variance request. Morgan told McNeill that if the board doesn't approve the mobile home, he could build a site-built home in the same location as the old home that burnt down, meeting
all setbacks.
Cable said that this is an alignment issue, that there is a longer structure than before, and the aesthetic of the house's location is why McNeill placed the house where he did.
McNeill said the neighbor wouldn't have a problem if he moved the home closer to her property line. Morgan said that if McNeill were to move the home closer to the property line, the Planning staff would have to notify the neighbor, so that she could choose if she wanted to come speak at the meeting or not.
Hedrick said if McNeill were to place the home in a different location and meet all the setbacks, then he wouldn't have to come back to the planning board. McNeill would just have to work with Survey Carolina on getting a new site plan showing setbacks and submit them to the Planning and Zoning Department.
On the motion of Cable, seconded by Hedrick, with a vote of 7-0, the Zoning Board
of Adjustment voted to table this request until the next Zoning Board of Adjustment
meeting.
Page 6 of 11 4/7/2026
THE TOWERS, LLC SPECIAL USE REQUEST #2025-00022032
The Randolph County Planning Board will hold a duly published and notified quasi-judicial hearing on the request by The Towers, LLC, Boca Raton, FL, and their request to obtain a Special Use Permit at 4055 Hardins Farm Rd, New Market Township, Tax ID #7725892441, 25.45 acres, RA - Residential
Agricultural District. The applicant desires to obtain a Special Use Permit to
specifically allow a new cellular communications tower site. Height 245 ft. Requesting setbacks to be reduced. Property Owner: Martin Demers
Heinzer presented the Special Use requested by The Towers, LLC.
Patton Hahn sworn in by Morgan.
Hahn offers in the record a copy of the agenda packet, staff report and their application. (Exhibit 1) Hahn stated that The Towers LLC would be building a 245 ft self-support tower for
the benefit of Verizon. This tower will also have space on it for up to three other antennas so that other wireless carriers can locate on it and there is room for county and safety equipment if needed. Hahn addresses the reduced setback under the Randolph County Ordinance.
Towers and forested areas can have a reduction of up to 20%. This applies to the property line to the south, which is 196 ft setback. 20% of the 245 ft is 196 ft, since the tower is going to be located in a forested area. That is the only part of our application that does not address all other parts of the ordinance, and we believe we meet all other requirements for a conditional use permit. Specifically, I want to say
that the use will not endanger the health or safety of the public. This tower is going to be safe, structurally built, as the engineer's fall zone letter indicates it will fall only on this property. The use meets all requirements and specifications and has been approved by the FFA. The use will not affect the property of the neighbors. It is a public necessity. The next closest tower would be two miles away, and Verizon
is already located on those towers. This tower would fill a gap in Verizon's coverage in the area. The tower will be in harmony with the area it is located. The area is fairly rural and a less dense residential area. Also speaking tonight will be John Yeagley from Chase Real Estate.
Pell asked the board if there were any other questions. Cable asked, because of the lack of the other towers, if this tower would help with coverage. Hahn stated yes, that this will strengthen telecommunications for all purposes.
Page 7 of 11 4/7/2026
Davis asked, Have you canvased the neighborhood for opposition? Hahn said he believes people are here to speak in opposition. Morgan tells everyone the procedure when someone is in opposition. The speaker
will get their chance to talk, then at the end, the applicant has a chance to come back
up and answer any questions they have. Morgan administers the oath to John Yeagley.
Yeagley states he works with Chase Real Estate in Charlotte, doing site acquisition
work for Verizon. I have been doing this work for twenty-plus years. For this job we were supposed to find a tower site that met the zoning ordinance. We canvased the area and talked with numerous people. We found this location in the woods and found this landowner who was willing to work with us and agree to a long-term lease.
There is a lot that goes into it. We looked at the area and the zoning regulations. We
felt like this spot met all the criteria, and I'm here tonight to answer any questions anyone may have. Pell asked the board if there were any questions.
Davis asked if this property is owned by a local individual. Yangley said yes, that is correct. Cory Snyder was sworn in by Morgan.
Snyder at 3965 Hardins Farm Rd, stated he is an adjoining property owner. I am in opposition. A few things I am concerned about are public health and safety, and the 250 ft fall radius that the line crosses multiple properties. I haven't heard any safety evidence on why this is the best location. Also, the proposed tower is on a 25-acre
lot, and this is the only location they chose. They could find a better location not close to adjoining properties. Morgan asked Snyder about the questions he was concerned about that way the applicant could answer them.
Snyder doesn't believe there is a necessity for a tower that close to them. He said he has cell service with very few dropped calls. Pell asked the board if they had any questions.
Davis asked how far away his house was from the tower. Snyder said it looks to be 300 ft. Morgan asked which house was his on the map. Snyder said his address was 3965.
Morgan said there is no address on the map that we are all looking at; it is the one
Page 8 of 11 4/7/2026
with a curved driveway. Snyder said yes. Morgan asked about the other buildings on his property. Snyder said they were accessory buildings. Kenneth Friday was sworn in by Morgan.
Friday at 3456 Clear Mountain Rd, I am a homeowner located within 1000 ft of this proposed site. I understand the importance of telecommunications towers. However, I don't think this location is appropriate. There is documentation stating that cell towers can negatively impact residential property values. There was a study
published in Real Estate Finance and Economics that found that homes
within 2300 ft of a telecommunications tower show a notable decrease in value. Visual impact is another concern for decreased value. We live in a rural atmosphere, and introducing a highly visible cell tower would impact the character of the neighborhood. I would ask the Board to deny this request or at least relocate to a
less impactful site.
Pell asked the board if there were any more questions. Davis asked if Friday's main concerns were the effects on property value, safety,
and harmony of the neighborhood. Friday stated I have concerns about the values,
but no safety concerns in mind. Pell asked Hahn if he wanted to come back and address any of the concerns.
Hahn said regarding the radius that we provided an engineered fall zone letter signed by a licensed engineer, indicating that the fall zone of this tower is 130 ft and that it would not leave the property. On the location of the property that was specifically selected to take advantage of the wooded area and that would shield the tower, the rest of the property is open land, so it would be more visually intrusive
than it would be if it were located in the wood line. Morgan said, Can I stop you there and have you explain why the fall zone is 130 ft on a 245 ft tower?
Hahn stated these towers are designed to collapse over on themselves. Engineered break point so they don't fall over like a tree. This fall zone is halfway up this tower. They are designed like this specifically for the concerns you heard tonight. The nearest building is 334 ft away according to the site plan. There were concerns about property value and visual impact. I don't believe there is any reliable data that
cell towers hurt or hinder property value. Having reliable communication is very important. Hahn objected to the report Friday read regarding decreased property value. Friday isn't an appraiser, so that information from the internet isn't reliable.
Pell asked if the Board had any other questions. Davis asked about the chain-length fence with barbed wire and how much other
Page 9 of 11 4/7/2026
protection was needed, and what other buffer would be needed. Hahn said yes, the fencing would be in the wooded area, and I believe the woods are the buffer. After looking at the construction drawings, I don't see any more
vegetation, but whatever is needed, we will comply.
Morgan asked about this type of structure. Are there support cables? Hahn said no, it's a self-support tower. It has 3 sides that support its structure.
Cable so you will not be clear-cutting the property, only the access drive-in, and you
will leave all other vegetation. Will there be guide wires? Hahn said correct, they are only cutting what is needed and no guide wires. Mooney asked if this tower was like Fort Worth Tower instead of a single pole with
guide wires. Hahn said you don't normally see towers this tall that are built like that.
Cable asked if this would be like any towers you see towards Charlotte that looked like a tree. Hahn said no, it's just a tower. I have worked with a lot of towers and one complaint is that when you add things to them, you increase the visual impact of the
tower and cause safety issues to the surface area.
Hedrick asked Heinzer to show the survey view. It is on the agenda. Hedrick asked if the triangular structure was the base of the tower. Hahn said yes.
Hedrick stated the UDO setback is from the base of the tower as language implies. Hahn said the distance from the center to the leg. We could shift the site, we lease the whole 100x100 area, or change the orientation of the legs to meet the setback. Either way, if you measure the fall zone, it is still 130 ft, well within setback
parameters. Morgan asked if the base was a triangle or a rectangle.
Beeson said I agree it should be shifted.
Cable asked whether this tower has a generator? Hahn said yes, and an equipment box. Cable asked if the generator would only run on the maintenance schedule and when
needed. Hahn said yes. Pell asked the Board if there were any more questions.
The Chair closes the public hearing.
Beeson stated, I live closer to a cell tower than anyone else. It isn't the best thing to look at, but it doesn't cause problems or health issues. I do think if we approve this
Page 10 of 11 4/7/2026
we should require him to move it 15ft north of this site.
The Board discusses the new setback.
Hedirck said we want to stay in the confines of UDO.
Cable spoke to the two gentlemen, saying, We understand your concerns about why we ask the questions we do. The towers are going to help fill the gap with 911 service. Noone wants something like this in their backyard, but we have to make all
those decisions and adjustments. The cell tower company is looking to hide as much
of the mechanics as they can. We're looking at the greater good of the neighborhood for cell service. Morgan said the applicant was in an agreement with a condition to conform to our
current UDO and would provide a revised survey showing the base of the cell tower
setback. The applicant accepts the condition. Hedrick stated that he would like the people in opposition to know that some of this is regulated by the federal Communications Act. As long as the applicant brings
something that meets the UDO specified by that act, we can't really overturn an
application that meets those requirements. Heinzer read the new conditions must conform with UDO requirements and must comply with 196 ft from the southern property line.
Morgan said the applicant has affirmed that they are in agreement with that condition being added to the application. The chair closes the public hearing.
On the motion of Hedrick, seconded by Cable, with a vote of 7-0, the Zoning Board
of Adjustment voted to approve the request with the motions contained in the Zoning
Board of Adjustment agenda packet.
6. Update from the Planning Director
7. Adjournment.
Having no further business, on the motion of Davis, seconded by Cable, the Zoning
Board of Adjustment voted 7-0 to adjourn at 7:11 p.m.
Page 11 of 11 4/7/2026
Chairman
Clerk to the Board
EXHIBIT
,tll
RANDOLPH COUNTY
PLANNING AND ZONING
204 E Academy Street, Asheboro NC 27203 (336) 318-6555
1
RANDOLPH COUNTY ZONING BOARD OF ADJUSTMENT
AGENDA
APRIL 7, 2026
Call to Order of the Randolph County Board of Adjustment.
2. Consent Agenda:
o Approval of agenda tot lhe 4n 12026 Board of Adjustment meeting
3. Conflict of lnterest
a Are there any Conflicts of lnterest ot ex parte communication that should be
disclosed? (lf there is a Conflict of lnterest, the Board must vote to allow the
member with the Conflict of lnlerest lo not participate in the heaing of the
specrfc case where the Conflict of lnterest has been identified.)
4
(
Old Business
New Business
OWENS VARIANCE REQUEST #2026-00022005
The Randolph Coung Zoning Board of Adjustment will hold a duly published
and notified quasi-judicial hearing on the Variance requested by Amanda
Owens, Seagrove, NC, to use the property located at 5002 Needhams Trl,
Richland Township, Tax lD #7675794858, '10.06 acres, RA - Residentiat
Agricultural District. in a way not permissible under the literal terms of the
Randolph County Unified Ordinance. The applicant desires to obtain a
Variance to remove the existing variance from the property. The applicant
desires to subdivide the property, which would create a new lot. Property
Owner: Jerry Clay
The Randolph County Zoning Board of Adjustment will hotd a duly pubtished
and notified quasi-judicial hearing on the Variance requested by JEM
Page 1 of 2
Page 1 of 25
Zoning Board of Adjustment April 7,2026
I
JEM MARKETING VARIANCE REQUEST #2O26.00022006
Marketing LLC, Ramseur, NC, to use the property located at 122 White
Lake Dr, Columbia Township, f ax lD #8722566942, .68 acres, RR -
Residential Restricted District. in a way not permissible under the literal
terms of the Randolph County Unified Ordinance. The applicant desires to
obtain a Variance to change road right-of-way setback on White Lake Dr to
34ft in lieu of the 35ft setback required by section 631 of the U.D.O.
THE TOWERS, LLC SPECIAL USE REQUEST #2025-OOO22O32
The Randolph County Planning Board will hold a duly published and notified
quasi-judicial hearing on the request by The Towers, LLC, Boca Raton, FL,
and their request to obtain a Special Use Permit at 4055 Hardins Farm Rd,
New Market Township, Tax lD #7725892441, 25.45 acres, RA - Residential
Agricultural District. The applicant desires to obtain a Special Use Permit to
specifically allow a new cellular communicatrons tower site. Height 245 ft.
Requesting setbacks to be reduced. Property Owner: Martin Demers
6. Update from the Planning Director
7. Adjournment.
Page 2 of 2
Page 2 of 25
Zoning Board of Adjustment April 7, 2026
CASE SUMMARY FOR
VARIANCE REQU EST #2026.00022005
The Randolph County Zoning Board of Adjustment will hold a duly published and
notified quasi-judicial hearing on the Variance requested by Amanda Owens,
Seagrove, NC, to use the property located at 4994 Needhams Trl, Richland Township,
Tax lD #7675794858, 10.06 acres, RA - Residential Agicultural District. in a way not
permissible under the literal terms ot the Randolph County Unified Ordinance. The
applicant desires to obtain a Variance to remove the existing variance from the property
The applicant desires to subdivide the property, which would create a new lot. Property
Owner: Jerry Clay
ALL WITNESSES FOR VARIANCES MUST BE
SWORN IN BEFORE GIVING TESTIMONY.
Page 3 of 25
COUNTY OF RANOOLPH
Depart nont of Plannlng & Oovelopment
204 E Academy St - Asheboro NC 27204
REOUEST FOR VARANCE
Appllc.nt: OWENS, A ANDA
Addr$r: 5002 NEEOHAMS TRL.
Crty, tlt. Zlp: SEAGROVE, NC 27341
Orrnex CLAY. JERRY W
Addffir: 4994 NEEDHAMS TRL
Cfty, Sr. zlp: SEAGROVE, NC 27341
COI{TACTNAME: OWENSAMANOA
D.t : 02rc6r'2026
P.rc.l ,: 7675794858
P.mlt t: 2026-00022005
P.rmlt Typ. Cod.: PZ 4
Locallon Addtr.!: 5002 NEEOHAMS TRL
SEAGROVE, NC 2734'I
Cont ci Phon : 336 628-2145
PARCEL INFORMANON:
Lol numb.c
Acralgf,:
1B
10.0600
SIAdIrIon: NEEOHAMS MOUNTAIN MP2
Tow'rrhip: 17 - RICHLAND
ZONING INFORMATION
Zonlng ObHct l:
Zonlng Di3dct 2:
zonlng Olttlc{ 3:
Sp.cl.[y Dirtric-t:W.t r!h.d Nlnra:
Clrlt A Flood Plrln On
Pmp?:
Flood Plrn. kp ,:
RA-RESIDENTIAL AGRICULTURAL DISTRICT
3710766600J
NONE
NO
Total Permh Fee: 3200.00
co ENrS:
NOTE: Tho undoEign.d own€r/applcanb r€8pectfully riqu€6t rursuant b th. R8ndohh Cannty Zoning
Ordnanca, thst ha pmperty describod above be r3suod a Vadsnce br tha purposo dsscdbod
Eric Martin
Authorlz.d County Olfl clal
REOUEST FOR VARIANCE
Paqe 4 of 25
. LOCAL 'IELEPHONE NUMBER .
Ashoboro: (336) 316{555 - Archdale/Tnnfty: (336) 610.3565 httsr ,vlw.randolphcountyncgo,
Psge: I c,, 1
o
a
o
o
o
a
ao
a
a
a
a
a
a
Owens Variance Request
This property is located in a Rural Growth Area.
Th. inlqElih @laied in th6 hap @E lrm !h. b.!t .v.a.bb podac data soo@!. U6! sh@td 6&[ ih. Crimary d.ta 5d)@
1 inch equals 481 feet
Application #
2026-00022005
A
Page 5 of 25
a
a
o
a
a
o a
a
o
a
a
a
a
a
N
Owens Variance Request
This property is located in a Rural Growth Area.1 inch equals 752 feet
Application #
2026-00022005
N
A
Th. inbtmrion @idn d in 0!s mlp 6fi6lrw th. bdl avaiLbb publi. d.t o@.. U3@ sh@rd @!l!ll th. pnmary dale oM
Page 6 of 25
rl
ilii;
\+
-a>
.$l
1".+*
il
:i
!
t\
4
s
T
,rli!rll
It
iI
(
a
Page 7 of 25
.l
,,\ :(a\
a.\
APPIiCANt: AKERS,JAMES JR
Address: POBOX 105
City. St Zrp: SEAGROVE. NC 27341
COUNTY OF RANDOLPH
Department of Planning & O€velopment
2O4 E Academy St - PO Box 77'l - Asheboro NC 27204477'l
VARIANCE APPROVAL
Oate: 1l/4/1994
Application #: 9301392
Parc€l #. 7675794858
Owner: JERRY W CLAY
Address: 4994 NEEOHAMS TRL
City, ST ZIP: SEAGROVE, NC 27341
Contacl Name AKERS.JAMES JR
Contacl Phone Number. 910 824-7399
LOCATION INFORMATION:
Township: (17) RICHLAND Subdivision name: NEEDHAMS MOUNTAIN MP2
Subdivision lot #: 16
Address: 4994 NEEDHAMS TRL SEAGROVE. NC 27341
ZONING INFORMANON:
Zoning Districl(s): RA - RESIDENTIAL AGRICULTURAL OISTRICT
Specialty Districl: NiA
Watershed Name: N/A
Class A Flood Plarn On Prop? N/A
VARIAI{CE APPROVED: (1)--TO ALLOW 2 SINGLE FAMILY RESIDENCES ON A SINGLE 10.00 ACRE
TRACK OF LAND: (2)-MH TO BE USED FOR FAMILY USE AND NOT RENTED: (3)--PROPERTY CAN NOT
BE SUBDIVIDED, (4)--2ND MH TO BE REMOVED WHEN NOT NEEDED FOR FAMILY USE
DATE OF HEARING: 06/08/1993
Having consrdered all the sworn evidence presented at the hearang and as reflected in the officral manutes of
the proc€edings, thrs vanance is hereby approved, subject lo all apptucable provisions of the Randolph County
Zoning Ordinance and the conditions listed above The apphcant sha comdete the development n
accotdance with the swom evidence presentsd at the heaing. as teflectd in the otricial minutes ol lhe
proceedings, and the plans appoved by the Randolph County Zonng Boad of Adjustnent. a copy of which is
filed in the County Planning Department.
This vananca shall be binding on the owner/applicant and succ€ssors in interest
RANOOLPH COUNTY
NORTH CAROLINA
Date
. LOCAL TELEPHONE NUMBERS .
Asheboro: (336) 3tS{555 - Greensboro/Liberty. (336) 218-4555 - Archdab/Trinitv: (336) 819-3555
htts:/Avw\x co.randolph.nc.us
vARlAllcE APPRoVAL Pago 1 of 1
Page I of 25
Planning & Development Director
!rr!
IN THE MATTER OF THE APPLICATION FOR A VARIANCE
BY Amanda Owens
vARtANCE REQUEST #2026-00022005
NORTH CAROLINA RANDOLPH COUNTY
ZONING BOARD OF ADJUSTMENT
The Randolph County Board of Adjustment, having held a public hearing on April 7,
2026, to consrder the application number 2026-00022005, submitted by Amanda
Owens, a request for a Variance to use the property located at 5002 Needhams Trl. in a
manner not permitted under the literal terms ol the Randolph County Unified
Development Ordinance, and having heard all of the evidence and arguments
presented at the hearing, make the following FINDINGS OF FACT and draw the
following CONCLUSIONS:
1 . The Board concludes that, if the applicant complies with the literal terms of the
Randolph County Unified Development Ordinance, specifically section(s), Click or
tap here to enter text., he cannot secure a reasonable return from, or make
reasonable use of, his property. This conclusion is based on the following FINDINGS
OF FACT:
Click here to enter findings of fact.
2. The Board @ncludes that the hardship of which the applicant complains results from
unique circumstances related to the applicant's land. This conclusion is based on the
following FINDINGS OF FACT:
Click here to enter findings of fact
3. The Board concludes that the hardship is not the result of the applicant's own
actions. This conclusion is based on the following FINDINGS OF FACT:
Click here to enter findings of fact.
4. The Board concludes that, if granted, the Variance will be in harmony with the
general purpose and intent ol the Randolph county unified Development ordinance
Page I of 25
COUNTY OF RANDOLPH
ORDER Choose the decision. VARIANCE
and will preserve its spirit. This conclusion is based on all of the FINDINGS OF
FACT listed above, as well as the following:
Click here to enter findings of fact.
5. The Board concludes that, if granted, the Variance will secure the public safety and
welfare and will do substantial justice. This conclusion is based on all of the
FINDINGS OF FACT listed above, as well as the following:
Click here to enter findings of fact.
THEREFORE, based on the foregoing, lT lS O
VARIANCE be Choose the decision., subject
the application for a
to conditions.
Click here to enter conditions.
Adopted on Aptll T , 2026
unty Board of Adjustment
ATTEST
Ka
Clerk of Ad.tRandolph
Page 10 of 25
CASE SUMMARY FOR
VARIANCE REQUEST #2026-00022006
The Randolph County Zoning Board of Adjustment will hold a duly published and
notified quasi-judicial hearing on the Variance requested by JEM Marketing LLC,
Ramseur, NC, to use the property located at 122 Vrlhile Lake Dr, Columbia Township,
Tax lD #8722566942, .68 acres, RR - Residential Restricted District in a way not
permissible under the literal terms ol lhe Randolph County Unified Ordinance. fhe
applicant desires to obtain a Variance to change road right-of-way setback on White
Lake Dr to 34ft in lieu of the 35ft setback required by section 63'1 of the U.D.O
ALL WITNESSES FOR VARIANCES MUST BE
SWORN IN BEFORE GIVING TESTIMONY.
Page 11 of 25
COUNW OF RANDOLPH
Departrnenl of Planning & Development
2O4 E Academy St - Asheboro NC ?7204
tttl
Applicrnt: JEM MARKETING LLC
Addr.r.: PO BOX 851
City, SL Zp: RAMSEUR. NC 27316
Owner: JEM MARKETING tLC
Addrer3:POBOX851
Clty, SL Zlp: RAMSEUR. NC 27316
CONTACT NAME: l\,,lCNElLL. JACKIE
O.L:02.1241?!26
Parcol l: 8722566942
Permit r: 2026-00022006
Psrmit Typ€ Code: PZ 4
Locatlon Addro33: '122 WHITE LAKE OR
RAMSEUR. NC 27316
Cont ct Phone: 336 31&5142
PARCEL INFORMATION:
Lol number:
Ac'3lgc:
35-36. PT 19-
23
0.6E00
Subdivrion; WHTTEHEAO
Toun3hlp: 06 - COLUMBIA
ZONING INFORMATION:
Zonlng Dlstrlct l:
Zonlng Dlslrict 2:
Zonlng Dlltrlct 3:
Spociatty Distrlct:
Wato6had Name:
Class A Flood Phin On
Prop?:
Flood Pl.ne ap,:
RR-RESIDENTIAL RESTRICIEO DISTRICT
N/A
NONE
NO
3710472200K
IN LIEU OF THE 35 FT SETBACK REAURED BY SECTION 63I OF THE
CO XENTS:
NOTE: The und6rs0n€d oflner/applicants Iasp€ctfirly requBst pursuant to th€ Randdph County Zoning
frinanco. that the prop€rty dGcrib€d abov6 b€ issued a Vaiarrcs io. th€ purposo dsscribed abov€.
Meli33a Eurkhart
Authorlzed county Offi cial Signature oI Apdicant
- LOCAL TELEPHONE NUMBER -
Ashoboroi (330) 3185555 - Arcfidabr'Trinity: (336) 8i$3565 htF:/ nm.ratdolphcountytrc.gDv
Psge: I of 1
Page 12 ol25
REOUEST FOR VARIANCE
REQUEST FOR VARIANCE
Total Permit Fee: 3200.00
O aa
o a
l{Y
5
JEM Marketing LLC Variance Request
This property is located in a Primary Growth Area.
The inlo.mUon @ntainod in lhrs map @mo6lrom th€ bost availablo publE dal. $!r6i U56 should M.dt the prima.y dala s@@
1 inch equals 177 feet
Application #
2026-00022006
N
A
Page 13 of 25
o a a a
JEM Marketing LLC Variance Request
This property is located in a Primary Growth Area.
N
A
Thc inbmallon cont hd in ths map @md lrom the b6sl availsbl. public daL sur@3 U$6 should@nsrll lho primary dala @rc6
Page 14 ol 25
1 inch equals 177 feet
Application #
2026-00022006
Randolph County, NC
tl%r*.'r,
rl'1
.1
,k
I
I
I
aaa
Y
,!+
I
I
I
I
I
t
I Ia- .us.rrhly.
6{.€-.-_
Alsira,,re, fhr's rn€Ir B )s congtLd lrcfi .-!c.vdcd dcada. plrts, cnd other gu ic raalfdt at d data.
ll ltrcB ol thie atrta tr ha,?b,, nohf;ad tha.' tha aloaat 1{.otkao{d Eablic infot natlao tourcaa thatE bI i.rsultdd lor venliaation ol lhc inlorfirtio,t Fttrdolph aoirl,/ty. its ,4tntt atl orngtorcc, naka tb
fianaily as lo tha aailracy ol lt,. ttlonnallon dt lhla tnaD
OWNER ADDRESSz
OWNER CITY
OWNER STATE
OTYNER ZIP
LOCATION AODRESS
LOCATION ZIP
DATA REFRESHED
R T'SEUR
NC
27316
I22 WHlrE LAKE DR
RAuSEUR 27316
u242026
M8p Scale
I lnch . 7t fe.l
2t25t2026
ffir.
I
7
,6itE?,iii,Va7,lre
t
t;
I
:1
REID
] PIN
I TAxEo acREAGE
i PRoPEFTY DESCRIPTIoN
I oreo goox t plce
; CUt BOOX r mCe
I OWl.lER
I OWNER AODRESS
l--r
I
I
I E
ffiltoo ''
II ;'1ar tbt ?2567 8741
I
t
t
75865
9722566912
0.68
WHITEHEAD;135-36,PT Ll 9-23
002954/01266
7-55
JEM MARKETING LtC
PO 80X 851
Page 15 of 25
.. tr!!
COUNTY OF RANDOLPH
ORDER Choose the decision. VARIANCE
IN THE MATTER OF THE APPLICATION FOR A VARIANCE
BY JEM Marketing LLC
VARIANCE REQUEST #2026.00022006
RANDOLPH COUNTY
ZONING BOARD OF ADJUSTMENT
The Randolph County Board of Adjustment, having held a public hearing on April 7,
2026, lo consider application number 2026-00022006, submitted by JEM Marketing
LLC, a request for a Variance to use the property located at 122 White Lake Dr in a
manner not permitted under the literal terms of lhe Randolph County Unified
Development Ordinance, and having heard all of the evidence and arguments
presented at the hearing, make the following FINDINGS OF FACT and draw the
following CONCLUSIONS:
1 The Board concludes that, if the applicant complies with the literal terms of the
Randolph County Unified Development Ordinance, specifically section(s), Click or
tap here to enter text., he cannot secure a reasonable return from, or make
reasonable use of, his property.This conclusion is based on the following FINDINGS
OF FACT:
Click here to enter findings of fact.
2. The Board concludes that the hardship of which the applicant complains results from
unique circumstances related to the applicant's land. This conclusion is based on the
following FINDINGS OF FACT:
Click here to enter findings of fact
3. The Board concludes that the hardship is not the result of the applicant's own
actions. This conclusion is based on the following FINDINGS OF FACT:
Click here to enter findings of fact.
4. The Board concludes that, if granted, the Variance will be in harmony with the
general purpose and intent of lhe Randolph County Unified Development Ordinance
Page 16 of 25
NORTH CAROLINA
and will preserve its spirit. This conclusion is based on all of the FINDINGS OF
FACT listed above, as well as the following:
Click here to enter findings of fact.
5. The Board concludes that, if granted, the Variance will secure the public safety and
welfare and will do substantial justice. This conclusion is based on all of the
FINDINGS OF FACT listed above, as well as the following:
Click here to enter findings of fact.
THEREFORE, based on the foregoing, lT lS OR at the application for a
VARIANCE be Choose the decision., subject conditions:
Click here to enter conditions.
Adopted on Click to enter adoption date..
unty Board of Adjustment
ATTEST
Clerk of AdjustmentRandolph
Page '17 of 25
CASE SUMMARY FOR
SPECIAL USE REQU EST #2025-OOO22O32
The Randolph County Planning Board will hold a duly published and notified quasi-
judicial hearing on the request by The Towers, LLC, Boca Raton, FL, and their request
to obtain a Special Use Permit at 4055 Hardins Farm Rd, New Market Township, Tax lD
#7725892441 , 25.45 acres, RA - Residential Agricultural District The applicant desires
to obtain a Special Use Permit to specifically allow a new cellular communications tower
site. Height 245 ft. Requesting setbacks to be reduced. Property Owner: Martin
Demers
ALL WITNESSES FOR SPECIAL USE PERMITS MUST BE
SWORN IN BEFORE GIVING TESTIMONY.
Page 18 of 25
COUNTY OF RANOOLPH
Department of Planning & Development
204 E Academy St - Ashebom NC 27204
SPECI,AL USE PERM]T APPLICATTONtrt
Appllclrlt: THE TOWERS, LLC
Addr.rs: 750 PARK OF COMMERCE DR. STE 200
Ctty, St. zlp: BOCA RATON, FL 334E7
Own.r: OEMERS, MARTIN JOSEPH
Add'!33: 4055 HARDINS FARM RD
City, St zip: SOPHIA. NC 27350
CONTACT
NAI'E:MEARS, ROB
Dale,. 1AO2lm25
Parc.l lt 7725892441
PARCEL INFORIIIATIONI
Lot numbar;
Acraagc:
ZONING INFORITIATION:
Zonln! DbHct l: RA-RESIDENTIAL AGRICULTURAL DISTRICT
Zonlne Dbtrict 2:
Zonlng Dbtrict 3:
Sp.clilty Di3trlct: N/AWtlrth.d N.me: NONE
Cli.. A Flood Phln On Pmp?; NO
Flood Plan f,apt: 371O7725O0J
Tot l P.mit F..: 315O0.0O
GO ENTS: TO BE HEARD BY ZONING BOARO OF ADJUSTMENT TO REOUEST SETBACKS TO
BE REDUCED
Ths undorson€d,owner/applicant do h€reby maks application for a SPECIAL USE PERMIT as required by the
Randolph Couty Zonlng Ordlnance. By making thb application the owner/applicants acknowledga that nowork
may b€ done pursuant to a Sp€cial Us€ Permit issued by the Coung Planning Board excegt in a-ccordance with allconditaons that may b€ impogod by ths 8oard. lt is also acknoryledged that an, resfidions or conditions impos€d
shall b€ binding m the oxner/applicants and their successors in inieresl
Eric Martin
Aulhorlzed County Offf ciat signaturs of Apdicant
. LOCAL TELEPHONE NUMBER -Asheboro: (336) 318€555 - Ardrdabr'Trinity: (336) s193565 htts:/Ai,my.randorphmuntync.gov
SPECIAL USE PERMrT APPLTCATION page: 1 of 1
Page 19 of 25
Permh l: 2025-00022032
Permh Typ€ Codc: PZ 3
Locatlon AddE3s: 4055 HAROINS FARM RO
soPHlA. NC 27350
Contact Phone: 318 286,.1772
25.4500
Subdlv3ion:
Tonm3hlp: l3 - NEW MARKET
LON
ooN
q)o)o(r
o
a
o
ao
o)@(\;r3
(o !?N
9 <*3bN
,E
z
a
a
a
a aa
a
a1a
a
a
I
tsooo
-,oa,-
a
aa
I
a a
a
a
qt
VJUIAU Ns oU
a
aa
D-
L
o
r
aI o
o
c,(,
G.
UJJU
zz
cz,o
+,oo
Eot
oof
IE'6
o
CL
U'oJJ
ot-o
=Po
F
Eg
6
a
t
I!
a
3
t5
ua
*4
t
E
3I
I
E
t
i!
,
!a
qqD
a
\
---a_
a a
a
o
o
a
a t
a
a
a
t
o
at\\
aa
a
a
ci0,
cIo
otG
E'tq.
Gc
!o(!oo
o
\
oa.o
a.
ta
l-
a
The Towers, LLG Special Use Request
This propefi is located in a Primary Growth Area.
Th. iniofrto @nrsin d in hr. map c.ro lrm th. bcat ava.tabb pouic dat $urc6 U64 shdtd 6elt lh. pnnary d.l, o@
1 inch equals 508 feet
Application #
2025-OOO22032
N
A
Page 2'l ol 25
II
HI
l!L:ItI
EI
?I!t
II
^STI:til
r xtr-';tl
:
I
x
I
F
Et
l
!I
I
a
g
@
ffi
I
E
I
!
I
I
,*F, Fi
No
IItI
t
p'
t
i rrrbd rertirzlhridgf
Page 22 of 25
II-
-t
fr
,J
,
r iI
,
D-r
I
JI
-{r-&: - !r
I
E
>
I
I
u
)I
t
I
o
I ..t
PEO5'D VETlr,T iE{!2 U Ei.{L rCC(5!
,10106@ vlrir.a iEr
l,B un*l r,lo' ro clxllr(2!6', lo )OGn rrn lI rao(!.t r{r c.)
'EOID Yf,'IE{ Etrod r roc riBrar(!rod, fl tr)(!l.I 9{ri c.)
,I \\II,tI
t\I
PEETaD l!',r E Crirrrx aoE00 uo.ro r/! srrr-! r rlID E(6 r. '(Dlr)
I:t
!ltI:t
ItII
I
I
I
I
I
I,,tII,I,,
,,
I+-
I
I
I
t
ItII
.I
L_\
T
\,
.\-
_l
!a rot ror-gcu/ar,f.acast .ra \nr.ff t saxrfl
I
?.iL
L.C
5
L
OJ
I
.rrre
c3a
I'r-
Page 23 of 25
I
I
I
I
ZD
. .lLl!
IN THE MATTER OF THE APPLICATION FOR SPECIAL USE PERMIT
BY The Towers, LLC
SPECIAL USE REQUEST #2025{,0022032
NORTH CAROLINA RANDOLPH COUNTY
PLANNING BOARD
Having heard all the evidence and argument presented at the hearing on April 7, 2026,
the Randolph County Planning Board finds that the application is complete, that the
application complies with all of the applicable requirements of the Randolph County
Unified Development Ordinance for the development proposed, and that therefore the
application to make use of the property located at 4055 Hardins Farm Rd for the
purpose indicated, hereby Choose the decision., subject to all applicable provisions of
lhe Randolph County Unified Development Ordinance.
HAVING CONSIDERED ALL THE EVIDENCE PRESENTED, THE RANDOLPH
COUNTY PLANNING BOARD Choose tho decision. THE APPLICATION FOR A
SPECIAL USE PERilllT FOR Click here to enter applicant name BASED UPON THE
FOLLOWING:
'1. That the use will not materially endanger the public health or safety if located
where proposed and developed according to the plan as submitted and
approved. This conclusion is based on the following FINDINGS OF FACT:
Click here to enter findings of fact.
2. That the use meets all required conditions and specifications. This conclusion is
based on the following FINDINGS OF FACT:
3. That the use will not substantially iniure the value of adjoining or abutting
property, or that the use is a public necessity. This conclusion is based on the
following FINDINGS OF FACT:
Click here to enter findings of fact.
Page 24 ol 25
COUNTY OF RANDOLPH
ORDER Choose the decision. SPECIAL USE PERMIT
Click here to enter findings of fact.
4. That the location and character ofthe use, if developed according to the plan as
submitted and approved, will be in harmony with the area in which it is to be
located and in general conformity with the Growth Management Plan for
Randolph County. This conclusion is based on the following FINDINGS OF
FACT:
Click here to enter findings of fact.
lN WITNESS WHEREOF, the Randolph County Planning Board has caused this
Special Use Permit to
this Special Use Perm
successors in interest.
be issued in its name, and the
it, together with all its condition
pro owners do hereby accept
ing on them and their
Adopted on Click to enter adoption date..
Planning Board
ATTEST
Page 25 of 25
Kayla M Brown,
Clerk to the Randolph County Planning Board
.. rrr!
RANDOLPH COUNTY
PLANN!NG AND ZONING
204 E Academy Street, Asheboro NC 27203 (336) 318-6555
RANDOLPH COUNTY ZONING BOARD OF ADJUSTMENT
a Are there any Conflicts of lnterest ot ex pade communication that should be
disclosed? (lf there is a Conflict of lnterest, the Board must vote to allow the
member with the Conflict of lnterest to not pafticipate in the hearing of the
specific case where the Conflict of lnteresl has been identified.)
4
5
Old Business
New Business
OWENS VARIANCE REQUEST #2026.00022005
The Randolph County Zoning Board of Adjustment will hold a duly published
and notified quasi-judicial hearing on the Variance requested by Amanda
Owens, Seagrove, NC, to use the property located at 5002 Needhams Trl,
Richland Township, Tax lD #7675794858, 10.06 acres, RA - Residential
Agricultural District. in a way not permissible under the literal terms of the
Randolph County Unified Ordinance. The applicant desires to obtain a
Variance to remove the existing variance from the property. The applicant
desires to subdivide the property, which would create a new lot. property
Owner: Jerry Clay
JEM MARKETING VARIANCE REQUEST #2O26.00022006
The Randolph County Zoning Board of Adjustment wiil hold a duly published
and notified quasi-judicial hearing on the Variance requested by jEM
Page 1 of 2Zoning Board of Adjustment April 7, 2026
Page 1 of 25
AGENDA
APRIL 7, 2026
1. Call to Order of the Randolph County Board of Adjustment.
2. Consent Agenda:
o Approval of agenda lot lhe 4n 12026 Board of Adjustment meeting.
3. Conflict of lnterest:
Marketing LLC, Ramseur, NC, to use the property located at 122 White
Lake Dr, Columbia Township, lax lD #8722566942, .68 acres, RR -
Residential Restricted District. in a way not permissible under the literal
terms of the Randolph County Unified Ordinance. The applicant desires to
obtain a Variance to change road righlof-way setback on White Lake Dr to
34ft in lieu of the 35ft setback required by section 631 of the U.D.O.
THE TOWERS, LLC SPECIAL USE REQUEST #2025.00022032
The Randolph County Planning Board will hold a duly published and notified
quasi-judicial hearing on the request by The Towers, LLC, Boca Raton, FL,
and their request to obtain a Special Use Permit at 4055 Hardins Farm Rd,
New Market Township, Tax lO #7725892441, 25.45 acres, RA - Residential
Agricultural District. The applacant desires to obtain a Special Use Permit to
specifically allow a new cellular communications tower site. Height 245 ft.
Requesting setbacks to be reduced. Property Owner: Martin Demers
6. Update from the Planning Director
Page 2 of 2
Page 2 of 25
Zoning Board of Adiustment April 7,2026
7. Adjournment.
CASE SUMMARY FOR
VARIANCE REQUEST #2026.00022005
The Randolph County Zoning Board of Adjustment will hold a duly published and
notified quasi-judicial hearing on the Variance requested by Amanda Owens,
Seagrove, NC, to use the property located at 4994 Needhams Trl, Richland Township,
fax lD #7675794858, 10.06 acres, RA - Residential Agricultural District. in a way not
permissible under the literal terms ol the Randolph County Unified Ordinance. The
applicant desires to obtain a Variance to remove the existing variance from the property
The applicant desires to subdivide the property, which would create a new lot. Property
Owner: Jerry Clay
ALL WITNESSES FOR VARIANCES MUST BE
SWORN IN BEFORE GIVING TESTIMONY.
Page 3 of 25
COI'NTY OF RANDOLPH
Departmont of Planning & Dovolopmont
204 E Academy St - Asheboro NC 2720/
REQUEST FOR VARLANCE
Appllc.nl: OWENS, AITANOA
Add.$r: 5002 NEEDHAMS TRL.
Clty, St. zlp: SEAGROVE. NC 273lt1
Own r: CLAY, JERRY W
Addrt.!: 4904 NEEDHAMS rRL
Glty, 3t. Zlp: SEAGROVE, NC 27341
CONTACTNAME: OWENS.AIVANDA
Drt.: 02rc&2026
P.rc.l ,: 7875794858
P.mlt r: 2026-00022005
P.rmlt fypc Cod.: Pz 4
Loc.tlon A.ldr...i 5002 NEEDHAMS TRL
SEAGROVE, NC 27341
Cont ct Ptron : 336 628-2145
PARGEL INFORMANON:
Lot numbGr
Acraagta:
16
10.0600
EUbdIY'ION: NEEDHAMS MOUNTAIN MP2Iownrh$: 17 - RICHIANO
ZONING INFOR ANON:
Zonlng Dl rlcl t:
Zonlno Dirflc't 2:
Zonlng Dlrtrlc{ 3:
Sp.cl.tty DLtrlct;
Wltlrlhcd Nrm.:
Clrll A Flood Phln On
Prop?:
Flood Pbn. Lp l:
RAff ESIDENTIAL AGRICULTURAL DISTRICT
37107ffi600J
N/A
NONE
NO
Totll P.rmlt F.e: t200.00
COHENTs:
NOTE: Tho underElgnod owrer/spplicanls respcctfully [qus6t pursuant to the Fl,andolph County Zoning
Odinanco, that he poperty dasctib€d above b6 rssrred a Variance for the purpose dasfiib€d a
Eric Martin
Authorlzad County Olfi clal Applicant
. LocAL TELEPHONE NUMBER.
Ashoborc: (336) 31&6555 - Archdal6/Trintty: (336) 819-3565 FrtFr^mYsr.6ndofhcountync.go'
REOUEST FOR VARIANCE Page: 1 of 1
Page 4 ot 25
N
o
ta)
oo)o(Lo
oa o(l) r.a,
r _o@ !N
!4 (E}<g.e6
ar !a (o
9 <*8tN,s
z
a
a
a
q
a
o
a aa
a
3
!
E
3!
3
P
3
!g
3
a
E
E
3
E,g
E
3
9i
EeE
(!o
io
o
G
fq
Gc
!o
Goo
tt
oa.o
a.
to
t-
a
a
a
a
o
o
\.a
a
o
o
o
a
a
a
+,oo
ctou
ootrGt-(u
otro
=o
a
Owens Variance Request
This properly is located in a Rural Growth Area.1 inch equals 752 feet
Application #
2026-00022005
N
A
Th. ilrldmrion @ls..d I.lhr. nap .ffi lrom lh. b6.l av.{abL publlc d6t suEs U$B sn@E @s( tho pnh.ty dd. mr,
Page 6 of 25
fii;i!
\+
"#{l
]rH
E\
$t
tr#,'tlllt
"i
(
I
i
-\i.\
,, o I ,/,
ira
Page 7 of 25
t\
flt
.\,
COUNTY OF RANDOLPH
Department of Planning & Oevelopment
204 E Academy St-PO Box 771 'Asheboro NC 2720/.4771
VARIANCE APPROVAL
Applicant: AKERS,JAMES JR
Address: POBOX 105
City. St Zip: SEAGROVE. NC 27341
Owner: JERRY W CLAY
Address: 4994 NEEDHAMS TRr
City, ST ZIP: SEAGROVE, NC 27341
Conlact Name: AKERS,JAMES JR
Contact Phone Number. 910 824-7399
LOCATION INFORMATION:
Township: (17) RICHLAND Subdivision name: NEEDHAMS MOUNTAIN MP2
Subdivision lot #: 16
Address: 4994 NEEDHAMS TRL SEAGROVE, NC 27341
ZONING INFORMAIION:
zoning Districr(s): RA - RESIDENTTAL AGRTCULTURAL DTSTR|CT
Specblty Drstrict: N/A
Watershed Name: N/A
Class A Flood Plain On Prop? N/A
VARIANCE APPROVED: (1)--TO ALLOW 2 SINGLE FAMILY RESIDENCES ON A SINGLE 1O-OO ACRE
TRACK OF LAND; (2)-MH TO BE USED FOR FAMILY USE AND NOT RENTEO: (3)--PROPERTY CAN NOT
BE SUBDIVIDED, (A)..2ND MH TO BE REMOVEO WHEN NOT NEEDED FOR FAMILY USE
DATE OF HEARING: 06/08/1993
Having considef€d all th€ sworn evidence presented at the hearing and as refleded rn the officral mrnutes of
the proceedings, this variance is hereby approved, subject to all applicable provisions of the Randolph County
Zoning Ordinance and the condrlions listed above. The applcant sha complete the development n
accordance with the swom evidence presented at the heaing, as reflectad in the oncial minutes of the
prcceedings. and the plans approved by the RaNolph County Zoning fuerd of Adjustnent. a copy of which is
filed in the County Planning Depaftment.
This vanance shall be binding on the owner/applicant and succes$rs an anterest
RANOOLPH COUNTY
NORTH CAROLINA
Planning & Development Drrector Date
. LOCAL TELEPHONE NUMBERS -
Asheboro: (336) 3184555 - Gr6ensbofc/Libetty: (336) 21E.4555 - Archdab/Trinity: (335) E19'3555
htts:/A,Yww.co randolph. nc.us
VARIArcE APPROVAL Paoe 1 of 1
oate: 1 1/4/1994
Application #. 9301392
Parcel # 7675794858
Page 8 of 25
COUNTY OF RANDOLPH
ORDER Choose the decision. VARIANCE
IN THE MATTER OF THE APPLICATION FOR A VARIANCE
BY Amanda Owens
VARIANCE REQUEST #2026.OOO22OO5
NORTH CAROLINA RANDOLPH COUNTY
ZONING BOARD OF ADJUSTMENT
The Board concludes that, if the applicant complies with the literal terms of the
Randolph County Unified Development Ordinance, specifically section(s), Click or
tap here to enter text., he cannot secure a reasonable return from, or make
reasonable use of, his property.This conclusion is based on the following FINDINGS
OF FACT:
Click here to enter findings of fact.
2. The Board concludes that the hardship of which the applicant complains results from
unique circumstances related to the applicant's land. This conclusion is based on the
following FINDINGS OF FACT:
Click here to enter findings of fact.
3. The Board concludes that the hardship is not the result of the applicant,s own
actions. This conclusion is based on the following FINDINGS OF FACT:
Click here to enter findings of fact.
4. The Board concludes that, if granted, the Variance will be in harmony with thegeneral purpose and intent of the Randotph county lJnitied Development ordinance
Page 9 of 25
The Randolph County Board of Adjustment, having held a public hearing on April 7,
2026, lo consider the application number 2026-00022005, submitted by Amanda
Owens, a request for a Variance to use the property located at 5002 Needhams Trl. in a
manner not permitted under the literal terms of the Randolph County Unified
Development Ordinance, and having heard all of the evidence and arguments
presented at the hearing, make the following FINDINGS OF FACT and draw the
following CONCLUSIONS:
and will preserve its spirit. This conclusion is based on all of the FINDINGS OF
FACT listed above, as well as the following:
Click here to enter findings of fact.
5. The Board concludes that, if granted, the Variance will secure the public safety and
welfare and will do substantial justice. This conclusion is based on all of the
FINDINGS OF FACT listed above, as well as the following:
Click here to enter findings of fact.
THEREFORE, based on the foregoing, lT lS OR the application for a
g conditions:VARIANCE be Choose the decision., subject to
Click here to enter conditions.
Adopted on April 7, 2026
nty Board of Adjustment
ATTEST
Ka
Clerk of Adju entRandolph
rown,
Page 10 of 25
CASE SUMMARY FOR
VARIANCE REOUEST #2026.00022006
The Randolph County Zoning Board of Adjustment will hold a duly published and
notified quasi-judicial hearing on the Variance requested by JEM Marketing LLC,
Ramseur, NC, to use the property located at 122 White Lake Dr, Columbia Township,
Tax lD #8722566942, .68 acres, RR - Residential Restricted District. in a way not
permissible under the literal terms oi lhe Randolph County Unified Ordinance. The
applicant desires to obtain a Variance to change road righlof-way setback on Vvhite
Lake Dr to 34ft in lieu of the 35ft setback required by section 631 of the U.D.O.
Page 11 ol 25
ALL WITNESSES FOR VARIANCES MUST BE
SWORN IN BEFORE GIVING TESTIMONY.
.l,ar."
COUNTY OF RANDOLPH
Departrnenl of Planning E Development
2O4 E Acad€my St - Ash€boro NC 27204
Appllcanl: JEM MARKETING LLC
Addr.r3: PO BOX 851
City, SL Zp: RAMSEUR. NC 27316
Ownor: JEM MARKETING LLC
Addro.B: P O BOx 851
City, St Zp: RAMSEUR. NC 27316
CONTACT NAIIE: MCNEILL. JACKIE
Otu:.0212412026
Pa?cel * 87?2566942
Permn ,: 2026-00022006
Permit TypG Codo: PZ 4
Locrtl,on Addr..3: 122 WHITE LAKE DR
RAMSEUR, NC 27316
Contlcl Phon€: 336 31&5142
PARCEL INFORMATION;
Lot numbor:
Acraagc:
35-36, PT r9-
23
0.6800
Subdivsion: WHTTEHEAD
Town3hip: 06 - COLUMBIA
ZONING INFORMATION:
Zonlng Dlstrlct 'l:
Zonlng Olstrict 2:
Zonlng Dl3trlct 3:
Spccialty District:
WateEhed Name:
Class A Flood Plain On
Prop?:
Flood Plane lap l;
RR.RESIDENTIAL RESTRICTEO OISTRICT
NONE
NO
3710472200K
IN LIEU OF THE 35 FT SETBACK REAURED BY SECTION 63I OF THE
Total Permit Fee: t200.00
co xEt{Ts:
NOTE: The undersigned ownor/applicants respectfully requost pursuant to tho Randolph County Zoning
Ordinance, that the prop€rty desdib€d above bo issled a Vatiancs tor tho purpooe doscrib€d above.
Melissa Burkhart
Signature of Applicant
. LOCAL IELEPHONE NUMBER.
Asheboro: (31|€) 318{555 - Arrt'dddTririty: (336) 8193565 hf,p/Amt rv.randdphcountync.gov
REOUEST FOR VARIANCE PAgE: I O' 1
Page 12 of 25
REQUEST FOR VARIANCE
Authortzed County Officlal
(oN
o
q)o)l!Q)o(o
i- qii
o QX
9 <*3tN
,E
z
a
o
a
+,oo
=ETotr
ootr(E
L(E
oJJ
E')tr
arao.YL
G
=
=UJ?
do
!o
oiGtr
l-[a
E0)
G(,o
ln
\
oa
ea.q
E
E
d
g
a
E
E
E!
B
3
!
.?
t
E
T
E
E
i!It
E
i
o
a
a
(ot
a
o
qJ
E
3
This properv is located in a Primary Growth Area 1 inch equals 177 feet
Application #
2026-00022006
N
A
Page 14 ol 25
r il;li\
/5!
tr ,l.
rl
--.--=--
.t
t
I
E-
7'
l*
t*,-,
t-i
E
fq*
JEM Marketing LLC Variance Request
TtE inldrl,td @nLmd n lh6 nEp colE tom tlb b.sl .t iLbb 9!bli. d.ra sulc U..6 6h&ld 6sll lh6 p.imry dal. s@
tl%ru'rr.,,
t1'1
f
I
I
I
I
I
I
I
I
I
I
I
I
I
L!I
UJE
3
I
I
I
I
I
I
I
I
I
,
?
--us,t
'F-
75885
87225669a2
0.68
wHITEHEAD;135-36,PT Lr 9-23
00295a/01266
7.55
JEM MARXETING LLC
PO 80X 85r
OWNER ADDRESS2
owriaER crw
OWNER STATE
OWNER ZIP
LOCATION ADDRESS
LOCAT|OI{ ZtP
DATA REFRESHED
RAYSEUR
NC
273-t6
122 WHITE LAXE DR
RAMSEt'R,273I6
212U2025
I D:t.:atmd fh'' mro &rs cofittd hofi tacordad ddf:ds. Olcts. rnd other publc rci.lrdr rad datr.
t Ltr$s ol this d.t. .e harcb,, notil*<! tt at tl,r alo../4?d}i,t,ooad R blic /.,lorlrt rkt, toltrlat ,loirld ba inatullett lot vertft.lion Ol lha iolorrnatktl. RaadElph Courrly, il, agatlta at d atltotlorcC, ntka ra
ttnantf ts to the ai;v,acy ol tt16 inlo.rnat;oi a thit tno!
Map Scale
I lnch . 71 t..r
2t25/2026
Page 15 of 25
Randolph County, NC
t
r-_ffi
l!,--... ,\
F
;1* ilbt 22567 87 4i
flt
FM ,l
F
r r '::liooI
II ffirt
II
REID
PIN
TAXED ACREAGE
, PROPERTY OESCRIPTION
OEEO BOOK & PAG€
PLAT BOOK & PAG€
I owr:n
OWNER ADDRESS
1
I
....1|l!
COUNTY OF RANDOLPH
ORDER Choose the decision. VARIANCE
IN THE MATTER OF THE APPLICATION FOR A VARIANCE
BY JEM Marketing LLC
VARIANCE REQUEST #2026.OOO22OO6
NORTH CAROLINA RANDOLPH COUNTY
ZONING BOARD OF ADJUSTMENT
The Randolph County Board of Adjustment, having held a public hearing on April 7,
2026, to consider application number 2026-00022006, submitted by JEM Marketing
LLC, a request for a Variance to use the property located at 122 White Lake Dr in a
manner not permitted under the literal terms of lhe Randolph County Unified
Development Ordinance, and having heard all of the evidence and arguments
presented at the hearing, make the following FINDINGS OF FACT and draw the
following CONCLUSIONS:
1 . The Board concludes that, if the applicant complies with the literal terms of the
Randolph County Unified Development Odinance, specifically section(s), Click or
tap here to enter text., he cannot secure a reasonable return from, or make
reasonable use of, his property.This conclusion is based on the following FINDINGS
OF FACT:
2. The Board concludes that the hardship of which the applicant complains results from
unique circumstances related to the applicant's land. This conclusion is based on the
following FINDINGS OF FACT:
Click here to enter findings of fact.
3. The Board concludes that the hardship is not the result of the applicant's own
actions. This conclusion is based on the following FINDINGS OF FACT:
Page '16 of 25
Click here to enter findings of fact.
Click here to enter findings of fact'
4. The Board concludes that, if granted, the Variance will be in harmony with the
general purpose and intent oi lhe Randolph County lJnified Development Ordinance
and will preserve its spirit. This conclusion is based on all of the FINDINGS OF
FACT listed above, as well as the following:
Click here to enter findings of fact.
5. The Board concludes that, if granted, the Variance will secure the public safety and
welfare and will do substantial justice. This conclusion is based on all of the
FINDINGS OF FACT listed above, as well as the following:
Click here to enter findings of fact.
THEREFORE, based on the foregoing, lT lS ORD t the application for a
VARIANCE be Choose the decision., subject to conditions:
Click here to enter conditions.
Adopted on Click to enter adoption date..
nty Board of Adjustment
ATTEST
Ka
Clerk of AdjustmentRandolph
Page 17 of 25
CASE SUMMARY FOR
SPECIAL USE REOUEST #2025-OOO22O32
The Randolph County Planning Board will hold a duly published and notified quasi-
judicial hearing on the request by The Towers, LLC, Boca Raton, FL, and their request
to obtain a Special Use Permit at 4055 Hardins Farm Rd, New Market Township, Tax lD
#7725892441 ,25.45 acres, RA - Residential Agricultural Disfrict The applicant desires
to obtain a Special Use Permit to specifically allow a new cellular communications tower
site. Height 245 ft. Requesting setbacks to be reduced. Property Owner: Martin
Demers
ALL WITNESSES FOR SPECIAL USE PERMITS MUST BE
SWORN IN BEFORE GIVING TESTIMONY.
Page 18 of 25
.. ll
COUNTY OF RANDOLPH
Department of Planning & Oevdopment
204 E Academy St - Asheboro NC 27204
SPECIAL USE PERIUIT APPLICATION
Appliclnt: THE TOWERS, LLC
Addr.$: 750 PARK OF COMMERCE OR, STE 2OO
Clty, St Zp: AOCA RATON, FL 33487
Owner: OEMERS, MARTIN JOSEPH
Addre3s: 4055 HARDINS FARM RD
City, St. Zp: SOPHIA, NC 27350 Locrtbn Addrt.s: a055 HAROINS FARM RD
soPHrA. NC 27350
Cont ctPhono: 318 28G1772
Oale.. 1AOAn25
Parcol l:77?*92441
Permn * 2O25-NO22O32
Permlt Type Code: PZ 3
CONTACT
NA'$E:
PARCEL INFORMATION:
Lol numbe.:
Acr.rgo:25.4500
ZONING INFORMATION:
Zonlng Ol.ficl 1: RASESIDENTIAL AGRTCULTURAL O|STRICT
Zonlng Ol3trlct 2:
Zonlng Dbtrict 3:
Sp.cblty Dl3trict: N/A
Wrtorrhod l{.rne: NONE
Ch.! A Flood Pbln On Prop?: NO
Flood Plan. tr.p l: 3710772500J
Totd Permit Fee: il5oo.fil
COIf,IENTS: TO BE HEARD BY ZONING BOARo oF ADJUSTMENT To REQUEST SETBACKS ToBE REDUCEO
Ths undsrsign€d oxn€r/applicanl dotl€reby maks appli€tion for a SPECIAL USE PERMIT as required by th€Randolph Couty Zonlng Ordinanca. By making hb applicaton the owner/applicants acknowledge that no uorkmay be done pursuant to a Sp€cial Use Permil issuod by the County Planning Board except in a-ccordance with allcondilons that may be imposod by the Board. lt is also acknowteogiO Urar aiy restnc{ions or conditions rmposedshall be binding on th€ oxner/applicants and lheir successors in inieresl
Eric Maitin
Aulhorlzsd County Ofncial SignaturB of Applicant
Page 19 of 25
MEARS, ROB
Subdlv!ion:
Townshlp: 13 - NEW MARKET
Ash€boro: (336) 31 8{sss- AJ,ff#;"=*i:iJl3,t }y$?.f,rr*.,"*ohcountync.eovSPECIAL USE PERMIT AppLtCAnON page: 1or1
oRR.
a
a aaaaao
a o
aa
Lt
a
Ra
o
a
aR a
a
aa
R
a
o
a
aoDoo
rRI o
a o
\a
I l.
{
3
a
a o
CLEAR MORNING RD aa
--
The Towers, LLC Specia! Use Request N
A
Page 20 ol 25
a
a
Oa
a
a
L
RA
aa
a
\
a
aF
o
This propefi is located in a Primary Growth Area.1 inch equals 508 feet
Application #
2025-00022032Th6 iniomtion @.i*..d in thrs fr.o (s6,rom ln6 b..t.v.0.bb publlc dal6 $u@s U56 should @^$ll lh6 pnmry data o@
The Towers, LLC Special Use Request
lh. inlmlion @nl,.in.d h tni. m.p @m6 ftom th. b.st availabt€ pudic d!r. $ur.s U3s sh@td 63ull ihs pnEry daia s.c€
1 inch equals 508 feet
Application #
2025-00022032
N
A
Page 21 ol 25
This propefi is located in a Primary Growth Area.
EEEilrt
EIE!
E
T;
E
F
3i
,E
!
rI!r:l
xin';iI
lEa
IB:
!:;-I
@
ffi
t
E
I
laar,xi 'JUbd \ErticalF,ridg
ffiiHili&HEHH
Page 22 ol 25
,
)
rtfr
,I
l
t
I
T
II
I
1
|i-r
,
I II
I
1t
I
I ,r>
\
t
at
ID
t
L_
I
rwrR lartrcts to
'o.sL! vrrrEn d6t
(r5' 'o rc6r ,irrDxf)(!ar siaar c.)
.1"
III
rorqtD \,r?tar -ocard I tod ,itEet(1!0.6 I. fr)(!ar 9{rr c.)
,ifraet wrncr irEr
I,,t,
I+-
IItI
tIt
ffiro ,!' r r! orrr(ir raE& ceoro r/! srr^,c d IraD(r' s rf.,r,
i:t:liI:l
tIt
I
I
I
I
I
I
I
I,II
.I
lII\\\
at\
L_
IIII,
T .ieosao lfrrrrr anocrh' t n-Ircursrt,act$ .rs lrrtff t s,r
__l
tr
.T
I
l-I
-,,#*\
c3A
rXII
Page 23 of 25
I
!
i
I
I
I
II
\
'LY*r"'ft{
+q
lr.l!
COUNTY OF RANDOLPH
ORDER Choose the decision. SPECIAL USE PERMIT
NORTH CAROLINA RANDOLPH COUNTY
PLANNING BOARD
Having heard all the evidence and argument presented at the hearing on April 7, 2026,
the Randolph County Planning Board finds that the application is complete, that the
application complies with all of the applicable requirements ot lhe Randolph County
Unified Development Ordinance for the development proposed, and that therefore the
application to make use of the property located at 4055 Hardins Farm Rd for the
purpose indicated, hereby Choose the decision., subject to all applicable provisions of
the Randolph County Unified Development Ordinance.
HAVING CONSIDERED ALL THE EVIDENCE PRESENTED, THE RANDOLPH
COUNTY PLANNING BOARD Choose the decision. THE APPLICATION FOR A
SPECIAL USE PERlrlT FOR Click here to enter applicant name BASED UPON THE
FOLLOWNG:
1. That the use will not materially endanger the public health or safety if located
where proposed and developed according to the plan as submitted and
approved. This conclusion is based on the following FINDINGS OF FACT:
Click here to enter findings of fact.
2. Thatthe use meets all required conditions and specifications. This conclusion is
based on the following FINDINGS OF FACT:
Click here to enter findings of fact.
3. That the use will not substantially injure the value of adjoining or abutting
property, or that the use is a public necessity. This conclusion is based on the
following FINDINGS OF FACT:
Click here to enter findings of fact
Page 24 o'f 25
IN THE MATTER OF THE APPLICATION FOR SPECIAL USE PERMIT
BY The Towers, LLC
SPECIAL USE REQUEST #202540022032
4. That the location and character of the use, if developed according to the plan as
submitted and approved, will be in harmony with the area in which it is to be
located and in general conformity with the Growth Management Plan lor
Randolph County. This conclusion is based on the following FINDINGS OF
FACT:
Click here to enter findings of fact.
lN WITNESS WHEREOF, the Randolph County Planning Board has caused this
Special Use Permit to be issued in its name, and
this Special Use Permit, together with all its cond
successors in interest.
the owners do hereby accept
ing on them and their
Adopted on Click to enter adoption date.
Planning Board
ATTEST
Kayla
Clerk to PI Board
Page 25 ol 25
SPECIAL USE PERMIT APPLICATION
Date
7 7 2549 A3-7 S
Application number:
Owngf: Martin ,Joseph DeMers
AddreSS: 4055 Hardj.ns Farm Road
City, ST ZIP:Sophia NC 27350
Job contact name
Job contact phone number:
tL/ t4 / 2A2s Rob Mears
\3la\ 286 - 7112
Job contact e-mail: .ob . mears@faulkandfcster - c
Applicant Rob Mears
Applicant Address 208 LiEtleEon T.oop
Down6vi1le, LA 17234City, ST ZIP:
LOCATION INFORMATION:
Township New Market Subdivision name:
Subdivision lot #
Address:4055 Hardins Parm Road, Sophia NC 2?350
DEED INFORMATION:
Date recorded s/ 4/20].6 Deed acreage:
ZONING INFORMATION:
Zoning Dastrict(s)
Specialty District:
Watershed Name: None
ReaidenEial Agricultural Dist!j.et
None
E
Flood Map #:3770?'12500J
Class A Flood Plain On Prop?
SPECIAL USE REQUESTED:New Cellular Communications Tolrer Site
No
The undersigned owner/applicants do hereby make an application for a SPECIAL USE PERMIT as required by
the Randolph County Zoning Ordinance. By making this application the owner/applicants acknowledge that no
work may be done pursuant to a Special Use Permit issued by the County Planning Board except in accordance
with all conditions that may be agreed to by the owner and the Board. lt is also acknowledged that any restrictions
or conditio all?ltl be binding on the owner/applicants and their successors in interest.
LL/L4 /2025
Signatu of /Appli
Authorized County Zoning Official
Date
Date
Please e-mail the signed and completed form to
olanninq@randolohcountvnc.qov.E
LOCAL TELEPHONE NUMBER
Asheboro: (336) 31&6555
randolDhcountvnc.qov
Rev . 1 13012024 Page 'l of 2
COUNTY OF RANDOLPH
Department of Planning & Zoning
204 E Academy St o Asheboro NC 27204-0771
Parcel number:
Special Use Permit Application
Doarsign Envelope lD: 41134020-79E2-48E8-ABC1-CDs7D65DFACD
IHt t()rrl.R\I t(
December 8, 2025
RE: New tetecommunications tower for The Towers, LLC - Site Number US-NC-5408 Martboro Rd
- near 4055 Hardins Farm Road, Sophia, NC 27350, Randotph County, NC
To Whom it may concern,
The Towers, LLC desires to construct a 245' Setf Support tower with a 10' Lightning Rod (255' tip
height). This tower is designed to accommodate muttipte carriers, subject to review and approva( by
The Towers, LLC and on a commerciatty reasonabte basis, which do not interfere with the primary
purpose of the tower.
The tetecommunications tower shatt meet att appticabte FAA standards, Randotph County Municipat
Airport Overtay District standards, and shatt not restrict or interfere with air traffic or air travet from
or to any existing or proposed airport.
The Towers, LLC is requesting an exemption from tandscaping requirements due to the site being
surrounded by a heavity wooded area. The Towers, LLC is atso requesting re[ief from the '1 00olo tower
setbacks to parce[ [ines due to the site being in a heavity wooded area with a 20% setback reduction
being exercised, per Page 244 ot the Randotph County Unified Devetopment Ordinance under the
Setback section.
Thank you for your cooperation and tet me know if you have any questions or need additionat
information.
hll UrlF
n ns
Vice President of Devetopment
The Towers, LLC
lohnstevens@ve-Gi catbri dge.co m
1
THE TOWERS. LLC I 22 WEST ATLANTTC AVENUE, SUITE 3 1 O I DELRAY BEACH ' FL 33444
t
MARLBORO ROAD -Zoning Plots
,/Vorizon @nfdontbl and propnatary Unauthorized disdGure, r€productDn o othd use prohibt.d.
Plots - Pre and Post RSRP Coverage
Pre Post
-'t
a'!."s..."i+. ".{
,/Vmzon condeinal and propneiarlr Unauihor zed dEdosuro reproducton or other lse prohb ed.
{t
ln.Aulldint
t
1
ffi
L,
i
I
Site Objective
Coverage and Capacity site to serue the suburban and rural mobility users
in Sophia, NC due to high intersite distance between neighboring sites.
a
,/vedzon ofdennd and propn€lary Unaulhonz€d discloslre, r€productrs or oih€r use prohrbted.
Landlord:
Martin Joseph DcMers
4055 Hadins FBrm Rd
Sophia, North Cuolina 27!50
TcDanl:
The Towcn, LLC
750 Psrk of Commerce Drlve, Sulte 200
Boca Raton, Florida 33487
OP'UON AI\ID T,EASE ACREEMENT
,^ THIS OPIION AND LEASE AGREEMENT (this "Agrcemert") is made thi, Z I "'d.y of -+\u_t\U.,\ _ _.,20 'L,-, (rhs ,,ElIecflv€ Dste,,) by and bctwecn Martln Joseph
DeMers,"a singlc man, ("hndlord'), whose address is 4055 Hurdins Farm Rd, Sophia, North Carolina
27350, and Tho Towers, LLC, a Delaware limitcd liability company ("Tenant"), whose address is 750
Pork ofCommerce Drive, Srite 200, Boc& ttaton, Florida 33487.
WIIEREAS, Londlord owns cerltrin rcal propcrty locstcd in lhe Courty of nandolph, in the State
or Commonwealth of Norlh Carolina, thtrt is more particularly described and/or depicted in Erhlblt I
attsshed hereto (the "Property")i onq
Sltc fl: USNC.5408
Slte Name: Msrlboro Road
WHEREAS, Tenant dcsircs to leare from landlord a ce(ain portiou of the Property meosuri[g
approximately 10,000 square fe€t alld to obtEin easemcnts for landscopo buffor, utilities ud access
(collectivcly, the "Premlres"), which Promises is more particularly described and/or depicted in Erhlblt 2
anached hercto, for the placcment of Communications facilities (defrned below).
NOW TIIEREFORE, for good and valuable consideration, the rcceipt and sufficiency ofwhich
are hereby ocknowledged, the parties hcreto agrec:
t.OPTION TO LEASE.
(a) As of the Effective Dale, landlord gnns to Tenant the exclusivc oplion to lease the
Premises (Oe "Optlon") during the Option Period (dofined below). At any timc during the Optiou Pcriod
and Term (dcflned below), Tenaot and its cgctrts, crginecrs, surveyors ard othcr representativos will havc
the right to enter upon the Property to iBpect, examing, conduct soil boriugs, drainage tertiog, material
sampling, and other geologicrl or engineering tests or studies ofthe Property (collectively, the "Tests"), to
apply for and obtaio licerues, pcrmils, approvals, or other relief rcquired of or dccmed necessary or
sppmprilte al Tenant's solcdiscrction for ik use oftho Premises locluding, without limilstion, applications
for zoning variances, zoning ordinarcos, arncndmcnts, sP€cial use permits, coostruction PenDik and any
other permih and approvals deemcd ncceseary by Tenant (collcclively, the "Coveffmenl ApProvols")'
inhiate the ordcring atd/or rcheduling ofnccesary utilities, obtsin a title roport with rospect lo the Propsrty,
snd otherwfuc to do thosc things on or ofr the Property that, in the opiaion of Tenant, are necessary in
Tenant's sole discrelion to determhle dle physicsl condition ofthe Property, the envirotrmentsl history of
th6 property, and tho feasibility or suitability of the hoperty for Tenrnl's Permitted use undcr_ this
Agrecrnint, atl at Tcnont's exponss. TBnaut shall be authorized to apply for thc Oovemmcnt Approvsls on
VD Sllc lD: US.NC-s4OE
vB 5il6 Nsm!: M.rltoro Aotd
bchallofLnndlord and Landlord agrees to reasorably coopemle with such applications, Tcnant will not be
liablc to Landlord or any third party on accoult ofany pre.existinS defcct or condition on or with rcspcct
to the Property, whelh8r or not such defect or condition is disclosed by Tenalt's Tesb. Tenant will restorc
the Propefiy to its cordiliotl as it existed prior to conducting any Tesls, reasonable weor and tear and
cmuslty not caused by Tenant oxccpt€d. In additiorr, Tenant sball indemni$, defend and hold landlord
hamless &om and agolnst any md sll ir{ury, loss, damage or clsirns arising dfuectly out ofTens 's T€sts.
o)
the sum of
Agreement.
Pcrlod').
e
ing Tensnt thc Option, Tsnant ogrecs to pay Landlord
thin thirty (30) days of thc full execution of this
a IIn ofnvo (2) ycars from the Effective Date (the "Optlor
(c) Ten0nt may oxorcise the Option at any time durlng thc Option Pcriod by delivery ofwitten
notice to Llndlord (lhe "Nollce of Exercloe ofOptlon"). Thc Notice ofExercise ofOption shall set forth
the commencrmcnt date (6e "Commencem€trt Drte") of the lnitial Tonn (defincd bslow). lfTcnant docs
not provide a Notice ofExercise of Option during tle Option Poriod, lhis Agrcemcnt will tcnrdnate and thc
parties will bavc no further liability to cach other.
(d) During the Oplion Period or the Term, Landlord shall Dol take 8ny acliotr to ch0nge the
zoning status or land use ofthe Property which would dirninish, impair, or sdversely s(Iect thc use oflhe
Premisos by Tcnan! for its permittcd nses hereunder.
'l'ERlt{.
(a) Efrcctive as of tha Commencemetrt Daae, Landlord leascs ih6 Prcmiscs to Tcnaot subjcct
to lhe lerms and conditiotrs oflhis Ageemcnl for an initial term ofton (10) years (the (Inldal Torm").
O) Tenant shall h8ve the option to extend the Initial Terrn for oight (8) successivo terms of
fivc (5) years each (each a "Rcnewal Tcrm"), Each Renewal Tcrm shall commence automaticslly, unless
Tenant delivers notice to Landlord, not less thsn thlrty (30) days prior to the end of the then-cunent Torm,
ofTenant's intent not lo r€ncw. For purposes of lhis AgIecment, "Term" shall mesn the InitialTerm ond
any applicable Renewal Tcrm(s).
3.RENT
finh (5th)of calendar month in advance. The initial payment ofRent will be forwarded by
Tenart to [andlord within thiry (30) days aner lhe Rent Commeucement Date
(b) Commencing on the fint anniversary of the Rcnt each
fff'
anniversary thereaftcr' the moothly Renl shall increase by
4- .. TAxFs. Tenant shall pay ony personnt property taxes assessed on, or any ponion ofsuch taxesattributable to, the Comtnunicstions Facilities locatid oir the Premiscs. Landlordiliall pay *t.n au" arireal property taxes and all other fee.s and assessmetrts attributsble to the Property and the irremises. Tenantshall pay asadditional rcnt Bry incrcase in rcal property iaxes levied against ihe ir"mi*"., *trict, a.. ,tir"ciiy
2
va sit. rD: ugNc_s,(o8
Vg Sll! N.lrlr| M$lbom Rold
(a) Beglnning on the first (l't) day ofthc third (3d) month after rhe
Tcnart shall pay lo Landlord a monthly rent pA)mrent
("Rcnt") at the address set forth in g9g!lg!!
attributable to Tenanl's use of the Premises (but rol, however, t$tes attributable to periods prior to thc
Commencement Dote such Bs roll-bBck or grecnboll assessments) lf tandlord funtishes proof of such
incroasc to Tenart (such incrcaso, the "Lmdlord Tsx Relmbursemctrt"), h the evenl that landlord fails
to pay when due any taxes rff€cting the Prcmises or ony easemoauel8ting to the Premises, Tenant shflll
havc the right, but not thE obligsrion, to psy such tarcs 8nd any applicable interes! p€nalties or similar
charges, and dcduct ths full amount oflhe tares and such chtrges psid by Tensot on Landlord's behalf fiom
futuro inshllments ofRent. Notwithstanding the forcgoing, Ten8nt shsll not have the obligation to pay any
tax, assessment, or charge that Tenenl is disputing in good failh in sppropri6te proceedings prior to a final
determiIation that such tax is propsdy, assssqd;rrovided that no lien attaches to ihe Property. In addition,
Tenant shall not hrvc the oblig8tion to pay or riiinburse Landlord for the Landlord Tax Reimbunement if
Lardlord hns not provided proofofsuch amount and demand therefor within one ( l) year ofthc date such
anrounl is due and payable by Landlord.
5. USE. Tho Premfues are being leascd for the purposc of erecting, inslalliug, operating, maintaining,
repairing and replrcing radio or communications towers, transmilting and receiving equipment, sltennas,
dishes, satellite dish€s, mounting structures, equipment shelters and buildings, eolar energy conversion and
electrical power gcncration system, fencing and other supporling structures and related cquipment
(collectively, the "Communlcotlonc Factlltl6"), and to alter, supplcmcrt and,/or modiry same. Tenant
may, subject to the forcgoing, makc any improvemenls, alteraUons or modifications lo tho Premises as 8re
deemed approprirtc by Tensnt for tho p€mrined uBe hereln, Tenant 6llall hsve the right to clenr the Premises
of any trees, vcgctation, or undergroMh whicb interferes with lhe use of lhc hemises for thc intcnded
purposes by Tenant and/or ik subtcDants and licensees, as applicable. Tetlaflt shall have the cxclusive right
to instnll and operate the Comrnunicatiou Facililies upon ths Premises.
6. ACCESS AND UTILITIES. During the Term, Temlt atrd ils guests, agcnls, cmployees,
eustomersr invitces, sublensnls, licensees and sssigns shall hnve lho unrcstricted, exclusivB right to uso, sDd
shall have frec and uflfetterEd access to, the Premises seven (7) days a week. tweoty-four (24) hours a day,
Landlord for itself, ils successors and assigns, hereby grunts and conveys unto Tcnant, ils customeN,
employecs, sgcnls, invit€es, subtenaflts, licensees, srtcccssots and ussigns I nontxclusivs e{sernent
lhroughout lhc Tcrm to a public right of way (a) for ingress and egrcss, and O) for lhe construction,
installation, ope(0tion, maintenance, rcpair and replacernent ofoverhead and underground clectric and other
utility facilities (including fiber, baclhaul, wires, poles, guys, cablcs, conduits and appurtcnant cquipmenl),
with the right to rcconstrucl, improve, 8dd to, enlarge, change and remove such facilities, over, rcross and
lhrough rny easemenl for the trenelit of and acccss to the Pr€mis€s, subject to tho torms ond conditions
herein set fortb. l:odlord agrccs to coordinate, coop€rate and assist Tensnt wit]r obhining the required
sccess and utility easemeDtr to the Premises &om I public righl ofway up to and includitrg negotiating and
obuining such access snd utillty rights from any appliceble neighbor pucel. If there are utilitics already
existing on the P.eirtiC* {vhiuh serve the PIemises, Tenant may utilizc such utilities and scrvices, The rigl}ts
granted to Tenont hercin shall slso includc the right to partially msign its righls hereunder to any public ot
private utility compary or authority to facilitate the usos contemplated hsr€in, alld all olher rigllts ard
privileges reasonably n€c€ssary for Tenant's safo nnd efficlent use and enjoymcni of lhe essements for the
purposes described above, Upon Tenant's requeslr Lsndlod shall exccule and dcliver to Tcnant rcquisitc
recordable documenls evidencing the easemcnts contemplaled hereutder wlthin fiftecn (15) days ql
Tenlnt's ,equ€6t, and kndlord shalt ob(ain the consenl andjoinder oft ndlord's mongagce to any such
grant, ifapplicable.
7, EQUIPMENT, FIXTITRES AND REMOVAL. The Comrnunications Facilities shall 0t 0ll timcs
be the personol propcrly of Tenant and./or its sublenants und licensees, os applicable. Tcn0nt or its
customers, subtenEnts or licensees shall hove thc right to €rccl, instsll, maintoitl, rcpair, rcplEce and operale
on the Premises such equipment, structurEs, fixtures, signs, and perso[8] property as Tenant, its cuslomers,
3
VB Slrr lDr Us.Nc.s4O8
VB Sirc N.mci M6(lbom Road
subtenants or liccnsces may deem necessary or appropriate, snd such propcrty, including the cquipment,
slructur€s, fixturos, signs, and penonal property curTently or tho Prernises, shall not bo dcomed to be part
of thc Premises, but shall mmain tho property of Tena.ot or its custorners, subtenatrts or |iccnseas. Within
ninety (90) days after tho oxpirstior or earlier termination of Uis Agreeme[t (lhe "Removrl Perlo.t"),
Tcn0nt, customors, subtenants or licensces shsll remove its improvemenls atrd p€rsonol propeny ond rcstore
the Premises lo grade rnd perform all obligslions under this Agreemenl duriDg the Removal Period,
including, without limitation, the payment ofRent at the rale in effect upon the expiration or terminstion of
thiE Agrcement.
E. ASSIGNMENT AniD SIJBLEASI. Tenant may rarsf€r or assign this Agreomcnt lo Tenant'B
Lender (defined below), principal, afriliales, subsidirries, subsidiaries of its principal or to any eotity whicb
acquires all ofor substatrtially all ofT€nant's agsels or ownorship interests by ltssons ofmerger, ocquisition
or other business reorganizstioo without Landtotd's consent (a "Perarlttcd Asrlgumcnt"). As to transfers
ol 0Jsiguments which do not conslitute I Permi(ed y'tssigtrm€nt, Tenant is re4uircd to oblain Lmdlord's
writte[ consent prior to effecting such trarsfer or assignment" which comont shall not bc ururaronably
withheld, conditioned ordelayed. Upon such assignment, inoludirg 8 Permitted Assignmcxt, Tenant will
be relieved and rcleased ofall obligations &nd liabilities her€undcr. Tenant shall tave the exchuivc right to
subleasc or 8rsrll licensqs wilhout Landlord's conscrt to usc all or part of the Prcmises and./or the
Commurications Facilities, but no such sublease or licetue slrall relieve or relcase Tenant ftom its
obligations under this Agrcament, tandlord may essign this AS,recment only in ils cntirety and only to auy
person or entity who or whicb acquires fee title to lhe Property, subj€ct to Section 15, Larrdlord may
subdivide thc Propcrty without Tenant's prior wrilten cons€nt thEt aly such subdivision does not
unreasonably interfere with 'l'enaut's access to lhe PrEmises or 'l'e[ant's intetrded uso of lhe Premises for
thc operation, maitrtcnance, and enjoyment oflhe Communications Facilities.
9, COVENANTS,WARRANTTESANI'REPRESENTATIONS.
(a) Landlord wananls ond repIesenls tll8t it is tho owner in fee simptc ofthe Property, free and
clcar ofall liens and cncumbrances except as to lhose which mly hove becn disclosed to Tcnont in writing
prior to lhe execution hercof, End lhat it alone has full right to lcasc the Premiscs for the Term.
(b) Landlord shall pry promptly, when due, any olher Bmoutrts or oum6 duc and owing with
rosp€ct to its ownorship and operation ofthe Property, including, without limitation, judgments,laxes, liens,
morlgage psyme[h and olber similar encumbraoceg, If tandlord fails to make any payments required
under tbis Agleement, or brerch$ any other obligation or coven0nt under this Agreement, Tenant may
(without obligation), oner providing t6n (10) days written notico to landlord, make such pa)nnent or
perform such obligation on behalfofLandlord and offset such payment (includingsny reosonable attomeys'
fees incurred in conneclion with Tenant pcrforming such obligation) agshlst paynents ofRent.
(c) kndlord shall not do or knowingly permit anything that will interfere wilh or negatc any
special usc pcrmit or approvsl pcrtaining to lhe Premises or causc Tenant's use of {re Prqnrises to bc in
nonconformuucc with applicable locol, stste, or federal lsws. Landlord shall cooperate wilb Tcnant in ony
effod by Tcnant to obtain certificates, p€rnits, licensss and other approvals that may bc required by any
govcmmental authoritics. [andlord agrces to oxeculo atry Eeccssaq/ opplications, cousonts ot.other
documents as may be rcasonably necessary for Tedant lo apply for and obtain thc Govemment Approvals
required to usc and maintain the Prcmises and lhc Communications Facilitics.
(d) To the best of Landlord's knowledgo, Landlord has complied and shall comply with all
lsws with respect to thc P(opcrty. No asbcstos-contsinlng urermal insulation or products conlaining PCB,
formaldehyde, chlordane, or heptachlor or othsr hazardous matcrials havc been placed on or in thc Prop€rty
4
VB Sirc IDr US-NC-Ja08
vD Sil. N,,lI!: Mulbom to{td
by l,ondlord or, lo thc knowledgo of Landlord, by any prior ownor or user ofthe Property. There has been
no release ofor contamination by hrurdous malerials on lhe Propcny by Laxdlord, or to the ktrowlcdge of
Landlord, any prior owncr or usoa of thc Property.
(c) ToDantshell hsve access to allutilities required for the operation ofTenant's improvements
on the Premise$ thst u6 exisling on the Property.
(0 Lsndlord warank and represents th0t thcre cufi€ntly exist no licenscs, sublicenses, orother
r$eements, written or or8l, gr0$ting to any pf,rty or p lies thc right ofuse or occupancy ofony portion of
thc Property; thcrc arc no outstanding options or rights of firsl rofusal to pu&hase the Proporty or any
porlion thoreofor intercsl thcrein, or any equity or intrrest in Landlord ifl-andlord is an ontity; and there
aro no partics (other than Landlord) in possession of the Property except as to rose that may have been
disclosed to Tenani In writing prior to th6 execution hereof,
10, HOLD OVER TENANCY, Should Tcnanl or Bny assigne€, sublcssce or liceoscc ofTctrant hold
over the Prcmisca or any part thercof 6frcr tho expirotion of this Agreemeut, such holdover shall cor$tifutc
and bc construed as 0 trenancy fiom monlh.to-month only, but otherwisc upon lhe same terms and
conditions.
It, INDEMMTIES, Each parly sgr€es to indemni$, dofend and hold harmless lhs olhsr party, its
parent company or othsr rfliliates, loirs, os(a]e, succ€ssors, assigrs, ofricers, directors, shareholders,
managsrs, memb€rs, 8gent6 and enrployees (collectively, "ludemnlfled Penom") ftom and against all
claims, actions, judgrnents, damages. liabilities, losses, expcos€s ard cosls (lncluditrg, without limitalion,
reasonablc altorneys' f€es and court costs) (collectlvely, "Lorres") caused by or arising out of (a) such
party's bresch of any of ite obligations, covenanb, represenlations or warranties contoincd herein, or (b)
such party's act3 or omirsions with re8ard to this Agreement; providerl, howover, in no ovont shall a perty
indemni$ the ofier porty for any such Losses to tho extont arising ftom the groes negligence or willfirl
misconduct of the party seeking indemnification, Howevsr, in tho event of sn Indonxrified Pcrson's
contributory negligence or oth€r fault, the Indemnilied Person shall not be indemnified hereunder to the
extent that the lndernnified Person's negligencc or other fault caused suoh Losscs, Temflt will indcmniry
landlord from and agaiDst any mechanic's liens or liens of contracto$ and subconfactor$ enBaged by or
through Tenant,
12, WATVERS
(a) [:ndlord hereby waivcs any and all licn rights it may have, 6t totory or othcrwisc, in and
to tle CommruricatioDs Facilities or any portioo tter€oi regardlcss ofwhcther or rrot such is dcerned real
or personal property uoder applicable laws, Landlod will not assert any clairn whatsocver against Tenanl
for loss ofanticipatory prolite or any other indirect, special, incid€ntal or conscqucntial damagcs inouned
by Landtord as a result oftha constructioD, mBinlenatrce, opcratiotr or uie ofthE Premises by T6natrt.
(b) EACH PARTY HERETO WAIVES ANY AND ALL CLAIMS AGAINST THE OTHER
FOR ANY LOSS, COST, DAMAGE, EXPENSE, INJURY OR OTHER LIABILIry WHICH IS IN THE
NATURE OF INDIRECT, SPECTAL, INCIDENTAL, PUMTIVE OR CONSEQTJENTTAL DAMAOES
WHICH ARE SUFFERED OR INCURRED AS THE RESULT OIT, ARISE OUT OF, OR ARE TN ANY
WAY CONNECTED TO THB PERFORMANCE OF THE OBLIGATIONS I.]NDER THIS
AOREEMENT.
ll. INSURANCE. Tenant shall insure aSainst properly dsmage and bodily isjury arising by reason of
occunences on or about the Premises in lhe 0moutrt oftrot lcss thon $1,000,000. Thc insurancc covcrage
5 v$ Sllo ID: US-NC-S{o8
VB Sil. Nm!: Mulboro Rord
providcd for herein may bc maintaincd pursuanl to master policies of ineurance covering othcr
communication facilities of Tenant snd its corpomte afffiliales. All insurancc policies required to be
maintained by Tennnt hcreunder shall be with responsiblc insurance companies, authoriz.cd to do business
io the Stste or Commonwealth whcte the Premiscs are locsled if re{uLed by law, and shall provide for
cEnccllation only upon terl ( l0) days' prior written notice to l.rndlord. Teaant shatl evideuce such insuronce
coverage by delivering to kndlord, ifrequested, a copy ofa cenificste of insursoce ofsuclr policies issucd
by lhe insrranco companies underwriting such risks. All policies of insurance maintaincd by Tenant under
this Agreement sholl name l,ondlord as an additional insured and provide that the iflsurer waivos any righls
ofsubrogation againsl t ndlord.
14. INTERFER-ENCE. During the Oplion Psriod and tho Tenn, landlord, its successors and assigns,
will not grant any ground lesse, Iiceosc, or €ssement with respcct to fte Property (outside ofthe Premisas)
and any property adjacent or contiguous to the hoperty or in the immcdiate vicinity of tho koperty that is
fee owned by tandlord: (a) for any of tbe usos contcmplated in Section 5 herein; or (b) if strch lease,
license, or easemeot would detrimontally impact thg Comnunicetions Facilities or Tenint'$ coonomio
opporluniti$ at the Premises, or lho us€ th€r€of. Laodlord shall not cause or permit the cotrs0uction of
cornmunications or broodcssl towcrs or srucores, fiber optic backheul facilities, or satellile facilities on
the Property or on ony other property of kndlord adjacenl or contiguous to or in tho immediate vicinity of
thc Propcrty, sxcspt for the Communicatioos Fscilities construcled by Tonant, Landlord and 'Ienant intsnd
by this Agrcement for Tenant (and porsons doriviag rights by, tluough, or under Tonant) to be the solc
parties to market, use, or sublcaso any portion of thc Propcrty for Communicaliols Facilitics during the
Option Period and the Term. Landlord agrecs lhat this restriction on lho uss oftho Property is commcrcially
reasonable, no! an uldue burden on Landlord, not injurious to lhe publlc int€r€st, and shall bc specifically
enforceable by Teoant (and persoN deriving rights by, tlrough or undor Tcnant) in I coun of competent
jurisdiction. Thc forogoiog rcslriction shall run with ths land and bo binding ou the successors and essigns
of Landlord.
t5, RIGIIT OF FIRST REFUSAL, In the event Londlord determines to sell, trdnsfer, liccnse or
otherwise convey any int€rest, whelhEr fe€ simple inlcrest, eascmcnt inlsr€st, leasehold, or othcrwise, and
whe$er dircct or hdirecl by way of trsnsfer of owncrship inlc(ests ir Landlord if Landlord is an entity,
which intercst underlics or affeck any or all ofthe Premises (tho "ROFR Property") to any third prrty that
is n Third Party Compqtitor (as dofined below), Landlord shall offcr Tcnant a rigbt of frrst refusal to
purchase the Prqmises (or suclr larger portion of lhe ltop€rty that cncompasses lhe Premires, if
applicable), Forpurposes herein, a "Thlrd Party Competitor" is any person or cntity dircctly or indirectly
engsBed in the business ofowning, acquiri.Bg, operoting, monaging, hvesting in or lessing communications
inftastructtue or any person or entity directly or indirectly ongrged in tho busincss ofowning, acquiring, or
investing in real property leases or easclnents underlying communicstions infrestruotue. In strch evenl,
Landlord shall send a writtcn noticc to TenEnl in accordanca with Section 29 bclow that shall contain an
offer to Tenant ofa right of {irst rsfus8l to purchsse the ROrR Property, togelher with a copy ofany offcr
to purchase, or aoy ex€cuted puIchasc agreemctll or letter of iol€ot (cach, Bn "Otfcr"), which copy shall
includc, at a minimum, the purchase prico or acquisition price, proposed olosing date, and financing temrs
(collectively, the "Mlnlruum Terms"). Wi$in thirty (30) days of receipt of such Offer, Tgnant shall
providc written notice to LEndlord of Temnt's elecliou to purcbase Oe ROFR Prop€rty on the same
Minirnum Tenns, providcd: (a) the closing date shsll be [o sooncr than sixty (60) days after Tenant's
purchase el€clion noticc; (b) given Landlord's dircct relationship and access (o Tcrrant, T?nsut shall not be
responsiblc for paymcnt of any brokcr fees associat€d with au excrcise of Tenant's rights to acquire the
ROFR Property; and, (c) Tcnanl sball uot be required to mEtch any components of the purchase pricc which
are spcculative or incalculable al lhe time of the Offer. ln such event, L0ndlord agfees to sell thc ROFR
Propcrty to Tcn8nt subjcct lo Teflant's payrnent ofthe purchose price and compliancc with a purchase and
sale agteement to be negotiated it good faith betwsen Landlord and Tsnsnt, IfTcnant providcs wrillen
6
W Silc !D: US-NC.5,{08
vB Sitr Nuro: MrrltorD Roid
rtotice that it does not clect lo excrcise ils right offirst rcfusal to purchase the ROFR Property, or ifTenant
does not providc notice of its olcction wilhin the thirty (30) day period, Tenant shall be deemed to bave
waivcd such right of fust refiual on-ty with respect lo lhe specifio Offer presented (and aly subsequcnt
Offors shull again bB subjoct to'l'enallt'$ continuing right offirsl refusal hereundcr), and Landlord shall be
pennitted lo consummate the salc of tho ROFR Property in accordance will thg strict terma ofth€ Offer
("Permltted Sole'), If Landtord does not consunm8to the Permitted Sale within ninety (90) days of the
dstc of Tenant's waiver of it8 right of fir$t refusal, including if tho Minimum Terms are modified between
Lendlord and lhe'l'hird Party Competitor, Landlord shall br rcquired to reissuo e New Offer to Tenant.
16. SECURITY. The padics recognizc and ogree that Tcnant shall have the right !o ssfegusrd .nd
prolecl its improvements located upon or withio the Prcmises, Conscquently, To'la]ll may clect, at its
expense, to constnrcl such enclosu$ and./or fences as Tenant rqsonsbly determines lo be necossary to
secure the Communicgtioru Facilitics. Tenaot msy also undert ko any other opproprigte msrns to restrict
access to the Communications Facilitics inchrdiog, withoul limitation, if applicable, installing security
systems, locks and posting signs for security purposes and 8s may otherwise be requircd by law.
11. FORCE MAJEURE. The timc for pedormancc by Landlord orT€nsntofany term, provision, or
covenant ofthis Agreemcnt shall be deemed exlended by time lost due to delays resulting Aom acLs ofCod,
strikes, civil riots, floodr, pandomics, material or labor restrictions by gov€mmental authority, goverpment
sltutdowm, quarantincs, and/or other diucase control measues and my olher causo not within the control
ofLandlord or Tcnant, as tho cssc rnay b€.
18. CONDEMNATIONiCASUALTY.
(a) h the event Landlord reccives any noticc of any condcmnation procecdings, or other
proceedings in the nature ofeminent dorsin related lo thc Pmp€rty or the Prqmises, it will forthwith send
a copy ofsuch notice to Tcoant. Ifsll or any part oflhe Prcmiscs is taken by eminent domalo, Tenant may,
upon writlen notice to Lsndlord, elect to tcrminalc this Agrccment, whereupon neifier party shall have any
furthcr liability or obligation hcreundcr. Notwilbstandiog any provision ofthis Agreemcnt to thc contrary,
in lhe evcnt of condemoation of all or any pal of thc Premises, Lsndtord and Tcnant shall bc entitled to
separate ewards with rEspect to the Premises, in the amount detormitred lry thc court conducting such
condemnalion procccdings bosed upon LsDdlord's and Ten nt's rcspective iDterests in thc Premisos. Ifa
separale condemnation award is not determined by such court, Landlord shall permit Tenant to participate
in lhe sllocotion and distribution of thc award. ln no evcnt sholl thc condemnalion award to Landlord
exceed the unimproved value of the Premises, wilho[t tsking into account the improvomcnte locatcd
thereon,
(b) In casc of damage to tbe Prcmiscs or thc Communications Facilitics by fira or other
casualty, Landlord shall, at ils expensc, cause atry dafiagc to thc Propcrty (cxcluding thc Communications
Facilities) to be repatsd to 0 condition as ncarly rs practicablc to Oat exisdog prior to the d8rD8go, with
reasooable speed and diligence, subjecl to delays which may ariso by reasoo of adjustment of loss urder
insurance policics, govemmental rcgulations, and for delays bcyo[d the control of Landlord, including o
force majcure. Landlord shall coordinato with Tonstrt as to the complction of Landlord's work to restorc
thc Property so as not lo odvcrscly impact Tenanl's use ofthc Prcmises and thc Communications Facilities.
Londlord shall not be lisble for any inconvenicnce or annoyance to Tenant, or injury to Tensnt's business
or for any consequcntial danages resulting in any way frorn sucl damoge or the rep&ir thereo{, exccpt (o
the exlent and forlhc time that the Comrnunicatioos Fscilities or the Premises arc thereby rendcred unusable
for Tenanl's intcrdcd puryoss the Rent shall propoflionately abate. In tho svent the darnage sfioll be so
exteosivc th[t TcDant shall decidc, in its sole discrction, not lo r€pair or rebuild lhe Communications
Fncilities, or ifthe cssuatty shall not be oFa typo insured 8g&inst under standad fire policics with extended
7
VB Silc lD: US.NC-5,{08
VB Sil6 Nem.: M&lborc RoBd
24. ST BORIIINATION, NON-DISTIIRBANCE AND ATTORNMENT. In th€ cyent the Propcrty
is cncumbcred by I mortgagc or dced of Eust or other sccudty instsunent of ury kind (a "Landlord
Mortgrge"), Londlord, within fifteen (15) dnys following Teo0nt's request or immediately prior to thc
creation of any e[cumbrancc created after lhc dale this Agrcemenl is fully exccuted, will obtain from the
holdcr of esch such Landlord Morlgage a fully+xeculed subordination, non{isturbance and attornment
agr€cmont (an '.SNDA") in recordable form, which shall be prcpared or approved by Tenant. The holder of
cvcry such Landlord Mortgage shall, in 0re SNDA, agree thst in the evcnt o[a foreclosure, or conveyance
in licu offoreclosure ofLandlord's inlerest in lhe Prernises, such Landlord Mortgage holder shall recognizc
tt
VB Sito ,D: US-NC-5{08
VB Sile Nin'l M tbom Rod
type coveragc, or if thc holder of any mortgsge, dced of trust or simllar security intordt covGring the
Communioations Facilities slrell not pcrmit thc upplicatiou of ad€quato insurance prcceeds for repair or
restoration, this Agreomoot shall, st the sole option ofTenant, cxercisable by written notice to Landlord, be
terminated ss ofthe daleofruch casualty, ond tho obligation to pey Ront (lakiog into account any abatement
as aforesaid) shall cense as ofthc tcrmination dste and Tenant shall thcreupon promptly vacate dte ltemiscs.
19, DEFAULT. The fuilure ofTenant or Lsndlord to perform any ofthe covensflts ofthis Agrecment
shall constitute a default. Tho nondefaulting party shall givc the olher wrilten notice of s(ch dcfauh, and
thc defaulting party ghall cure such dcfault within thirty (30) days after r€ceipt of such notice. ln the cvent
any such default cannol rcasonably bc curcd within such thirty (30) day pcriod, ifthc dcfaulting party shall
proc€ed promptly after thc rcccipt ofsuch fiolice lo cure such default, and shall pursue curing such default
with due diligcnce, the timo for curing shall be extended for such poriod of timc as mny be necessary to
completo such curing, howcver, in no event shall this extensiotr of timc be in excess of sixty (60) days,
unlcss agrccd upon by thc non-dcfaulting party.
20. REMEDIES, Sltould the dofaulting party fail lo cure I default uoder 0ris Agreement, the other
party shall have all rcmedies available either st law or in equity, and the right to terminate this Agreement.
In the event La0dlord elecls to terminate this Agreemeot due to I default by Tenant (which remains uncured
by Lordcr), Landlord shell contilluo to honor qll subleaseand llcens€ cornmitments mudc by Tcnant tlrrough
the expiralion ofthe lenn of aqy sucll commitment snd shall be €ntilled to collcct snd relsin lhc rents or
license fces associatcd with such sublcases or licque commitments, it being intended hercby that each such
commitment sbsll survive lhe early lermination ofthis Agreement.
21, AIIORNEYS' FEDS. Ifthere is any legol proceeding betwcen hndlord ond Tenant orlsing from
or based on this Agreement, thc unsuccessful party to such action or procceding shall pay to the prevriling
pafiy all cosls snd expcnses, inoluding, without limitation, reasonsble attom€ys'fecs and disbursements,
incurred by such prevailing party in such action or proceeding and ln any appeal in connectiofl therewith.
tf such prevoiling party recoverc ajudgment in any such actlon, proceeding or appeal, such costs, expenses
and ottomays' fecs and disbursements shall be includcd in and as a pan of such judgmont.
22, ADDITIONAJ, TERMTNATION RICHT. lf at aoy lirne during thc Term, Tenant delermines,
in Tenant's 6ole and absolute discretioD, with or '.vithout cause, thet the l\etnises is no longer suit0ble or
desirable for Tenant's intended use and/or pury)oses, Tenant shall have the ri8ht lo lermillBte lhis AgrEement
upon one hrmdred cighty (180) days prior written notico to Landlord alld shrll include a payment cqual to
six (6) months of th€ cutrelt Rent due at the tirue of the tcnninstion.
23, PRIOR AGR.EEMENTS. The parties heroby covenant, recognize and agree thot the lerms End
provisions ofthis Agrcemont shall constitute thc sole ombodimont of the arralgemcnt between the psrties
with regard to tho Pmmises, and that all other written or unwritten 0greemenls, contracts, or lGases by and
between tho parties with regord to tho Premises are hereby teminotcd, sup€rseded and replaced by the terms
hereof.
ond confirm the validity and existence of this Agreement, nor disturb lhe tcnancy of Te[ant (and its
customets, subtetrants, dnd licsnsees) aod Tensnt (ond its customcrs, subtonantsr and licensees) shall havc
lh€ ridt to continue its use and occupancy of tbe Premises in accordance with the provisions of this
Agreement, provided Tenant ls not ln defoult oftbis Agreement beyond applicable notice and cuo perlods.
25, LENDER'S RIGHTS
(a) Landlord agrces to recognize thc subleascs and licenscs ofall subtcnonts snd liccnse€s and
will permit cach ofthem to rsmain in occupancy of its premises notwithstanding ony default hereunder by
Tenant so long as cach suclr respeclive sublenant or licensee is not in default under lho lcase/license
covering its prcmiscs. Landlord agrees to execute such documents as any such subtsnsnl and/or licensee
migbt rcasonably rcquire, including customary subordinolion, notr-distutbance olld attornmenl a8recments
andl/or Landlord recogtrition agrecments, to ftrthcr memori0lize Ule forEgoins, ond fiidfier a8re0s to use
Ladlord's b€st effo s to 0lso cause ils lendcrs to similorly ackoowledge, in wriling, subtenant's and
licensee's rigbt to contbuc to occupy its premises as provided above.
(b) Tenant shall bave the right Aom time to timc to mongage or othcrwise cncumber Tenanl's
inlerest in this Agreement, tho Comnunications Facilities and/or leasehold estate in the Premises (a
"T6nsnt Morlga8o") and Landlord crnsenls to lhe granting by Tenaot of R lien and security interest itr
Tensnt's ifltersst in thls Agregment nrd/or teaschold estate of the Premises ar]d all of Tenant's personal
property nnd fixtures 0ltached tothe rcal prop€rty described herein, and funhermorc conscnls to thc cxercise
by any such lendcr of Tenant ("Londer") of its rights of forcclosure with rcspcct to its lien and security
intercst. Landlord agrees to recognlze Lnder ns Tenant hereundcr upon any such exercisc by Lender of its
righls of foreclosure. The tcrm "Irnder" as used i-n this Agrcement shall mcan lhe lcnder identificd in
SccLion 29 hereof and its successon, assigns, designoes or nominees,
(c) tandlord hereby agrees to give Lcndcr written notice of6ny br€ach or defauh ofTcnant of
the tcrms ofthis Agrcemenl within fifteen ( l5) days aficr the occurrence thereof 6l the address set forth in
Sgqtigq2g, Landlord furthcr agrces that tro dofault undcr this A$ecment by Tcnant shall be deomed to
haye occurred unlcss such rDtico to Lcnder is olso given and drat, in tho evcut ofany such breach or default
undor the terms of lhis Agreemcnt, L€nder shall have tho righl,lo lhe samc exlent, for thc satno pcriod and
wilh the samc effcct, es TenanE plus 0n addilional nincty (90) days aflo any applicable gracc period to cure
or conect any such defaull-
(d) t andlord acknowledges rhat solhing contained herein shall be dcemcd or construcd lo
obliSate t nder to take any aclion hercurder, or lo pcrform or dischargc any obligation, duty or liability of
Teuant uuder this Agrcemsot, trudcr shall not becomc liable under the provisions of this Agrcemcnt or
nny lease exccuted pursuant to sgcllian-26 hcrcof unless and until such timc ss it becomcs, and then ooly
foi as lolg as it remains, tho ownor oftho lesschold estate oreated hereby or theteby'
G)ThisAgeementshallnotbeamendedormodifiedwithouttheconsentoflend€r'lnthe
event th;i Lender shalibecome the owner of such lcasehold estato, Lcndcr shall not be bound by any
*oaiR".tio, or o .ndmenl of this Agree$eot made subsequenl lo lhe date ofs TcDant Mortgage uuless
iendur shall tr"ve conscnted to such modific{tion or smefldmenl at tho timc il wss mBde.
26. RIGHT TO NEW LEASE.
(a)lnrhccaseoftermirrtionofthisAgreomenlforsnyreason,orintboevcDtthisAgrgemenl
is reiectJ or disaff*nled pursuant to any bankrupicy, insolvoncy or other ltw af,ectiug creditor's rights,
;o|iiril ftiil" pr.it ooric" ttrercof ro Le;de; sr tho address set forth in Scction 29 or as uuy be
9 va Slra lDr US.NC-J408
VD Sitr Nenl.r Mrdboro Roid
prcvided !o Lrndlord by Tcnant following the Commencemenl Dale. Thercaner, Landlord, upon writtsn
rcquest ofLender, end wi0rin thirty (30) days sfler lhe receipl ofsrtch request, shall prontptly exeoute ond
dcliver a nsw leaso of lhe Premises and assignmcut ofall subleases and licensas to Londer or its designee
or nominee, for the remoinder of the Term upon all the coveDsnts, cosditions, limilations and igreements
contained herein (inchrding, withoul limitation, options lo extend the Tcrm) except for such provisions
which must be modifred to reflect such teturlnatiotr, r€iection or disafirmrnco and tho passage of time,
provided that Lender (i) shall pay to Landlord, simultrneously with tho delivery of srrch new leose, all
unpnid rcnt due under this ASreement up to and including the date of the commcncement of lhe term of
euch new lease nnd all reasonablc expenses, including, wlthout limitation, teasonsble ottomeys'fees and
disbursemcnts and court costs, incurrcd by Landlord in connection with the default by Tenant, the
terminotion of this Agreement and the preparalion ofthe ncw lease, und (ii) shall cure all defaults existing
underthis Agreement which are surceptible to beirg cured by L€trder prohptly and with due diligeucE nner
the delivcry ofsucb new lea8e. Noty/ithstarlding sn)'thing to tbe contrary cotrtsined hcrein, provided Lender
shnll have otherwise complied with the provisions ofthis Section, Lender sball have no obligation to cure
any dofaults which are tlot susceptible lo beirlg cured by Lendcr (fot oxample, thc bsnkruptcy ofTenanl).
(b) for so long as Lencler shall havo the right to enter into a new leose with lanrdlord pursuant
to this Section, kndlord shall not 6nter into a new lcase oftbo kemises with ony prso[ or cntity olher
lhan t €nder, without the prior wlitten corscnt of[r dff.
77. ADDITIONAI,PROVISIONS.
(a) The parties hereto agree lhat (i) Tenant is io possession oftbe Premises [otwithslanding
the fact that Tenant has sublcased or licensed, or may in lhe futurc sublease or licensc, ccftain of lhc
improvemests tteleon or podions of the hemises lo third parrics, and (ii) thc requiremenls of Section
365(h) of Title I I oflhe United States Code (the Baolruptcy Codo) with respecl to Teuant's possession of
the leasehold under this Age€mont 8re satisfied. Accordingly,lho riSht of T€nrnt to remain in poss€ssion
of the leasehold undor this Agreement shall continue notwithstanding any rcjeclion of thir Agreement in
any bankuptcy proceeding involving l,ondlord, or ary other actions by any parly h such a procecding.
This provision, while included in this Agreoment, has been separolely negotiated and shall constltute a
separate contract between he parties 8s well os a part of thie Agrcement. The provisions of this Sectiou are
for the bcnefit of 'ltnant and ih assigns, includinB, wilhout limitotion, Lendcr. The parties horeto also agree
that Lender is a perty in interest artd shall have lhc rigbt to epp€ar a6 a pafly io any proceeding brought
uldor rny bankruptcy law or under aoy otler law which may alfect lhis Agrcernent,
(b) The provisions ofSection 25 and Section 26 hcreofshsll survive the tsmination, r€jection
or disaffrmance ofthis Ageemenl and eball continue in full force rnd effect th€resne, to th€ same extent
as if such Sections wsre r separate and indepcndent conhrct mado by tandlord, Tennnt and l,ender and,
from thg effectivo datc of such tcrmination, rejeortion or disaffirmance of this Agrecmont to the date of
execulion anrl delivery of such new lease, Lendor may use and onjoy the leesehold estate ereated by this
Agrcsment without hindrance by Landlord. The aforesoid agreement ofLsndlord to onter into 0 new lesge
with Lender shall t€ deemed a separatr agrcement between L&tdlord and Lender, scporqte and span from
this Agrcement as well as 0 parr of lhis Agrecment, snd shll be unaffcct€d by the rejection of lhis
Ageemont in sny banhuptcy proceeding by any party.
(c) Landlord shall have no righ! and expressry waives any right arising under applicable law,in and lo the rerlals or other fces payabl€ lo Tenant, ifaoy, under any su6lease or license oi i6" premises
by Tenant, which reotals or fees may b€ assigned by Tenant to Lcndei,
l0
vD siro rD: us.NC"5408
VB Silo N&llc: Msdboro Rord
(d) Ifa T€nart Mongage is in offect, lhi6 Agre€mcnt sholl not b€ modifi€d or amonded by the
parlies her€ao, or terminated or surrendcr€d by Temnt, |ror shall landlord accopt Erly such acnnioation or
sunendcr of this Agreement by Temnt, v/ilhout tho prior writton consont of Lender,
(e) The provisions of $96[qg.ll and Section 26 hereof ore for lhe benont ofL€nder and may
be relied upon and shall be enforceabls by Lendcr as if Londor w6re o pBrty lo this Agr€ement,
(0 Landlord shall, within ton (10) days ofth6 rcquest ofTcnant or ony Lender or prospectivc
Lender, provide an ostoppel cenific0tc as to ony matters reasonably requestcd by Tenanl or lrndcr,
(g) The right to cxtend or renew this Agr€emcnt and any right of fint refusal to purchase the
Premises may be exercisable by the holder ofa TetraJ Mortgage ond, before the expiratioo ofany periods
to exercise such a right, Landlord must pmvide to L€nder at lesst thirty (30) days prior wriften notice before
thc expiration of the riBht to so extcnd or renew h order to extinguish Le,rder's right to so extend, renew or
purchase.
(h) Under no circumstances sball the fec eslate of lrndlord and Oe leasehold eslate creaied
hercby merge, even though owncd by the samc psIty, without the writlon consent ofthe holder ofa Tenant
Mongage.
28. Qt IET ENJOYMENT. So long as Tenant is not in default utrder this Aglecmeol beyond the
applicable notice and curo period, Lmdlord covenants and agrees that Tcnsnt shall perceably and quietly
hold anrl eojoy thc Prcmrscs tkoudout thc Tenn, without stry hindraoce, molestatioo or ejection by
Landlord, its succcssors or ss$igns or by thosc clriming by, tfuough or under thcm.
29. NOTICFS. All trotices, rcquesls, clsims, demands, and olhcr communications hercunder shall be
in *riting and may be hand delivercd (rrovided the deliverer provides proof of delivery) or sent by
nationally established ovemiglrt corrier thst provides proof of delivery, or cerlified or regislered mail
(postage prcpaid, rctum rcccipt requesled). Notice shall be dccmed receivcd on the datc of delivery as
dcmonstntcd by tlrc rcccipt of delivery. Notices shall be delivcred lo a party at thc party's rcspcctive
address below, or to such other address that a pefty bclow may providc from time to timc:
lf to Lrndlord:
Manin ,osaph DcMe rs
4055 Hardirs Farm Rd
Sophia, North Cuolino 2?350
30. MISCELLANEOUS.
If to Tcn.Dt:
The Towers, LLC
750 Psrk ofCommerce Drive,
Suire 200
Boco Raton, Florida 33487
Ref: US-NC-5408
Attflr VP Assct Managemcnt
With a copy to: General Counsel
Ifao Londor:
Toronlo Dominion (Toxas) LLC
3l Wcst 52nd Skeet
New Yorl, NY 10019
Ath: Admin ASent
Fax No.4l6-982-5535
(a) Each party heroto warrants and r€pr$ents thst il hss the necessary power ald authotity to
cntcr into and perform its respective obligations under this Agrccncnt.
(b) lfary term ofthis Agreement is found to be void or invalid, such invalidity shall not afrcct
tho remaining t€rms ofthi6 Agreemenl, which shall continue in full force End effect'
vB sirc lD: US-NC'5408
VD Sil. N.rn.: Matlboro Rold
ll
(c) All atlachcd exhibits nre hereby incorporatcd by this ret-crence as if fully set forth herein.
(d) !'ailure of a party to irsist on strict p€rfonnance of any of the conditions or prcvisions of
this Agre€mont, or fsilure to exercise any ofa party's righB hsreunder, slroll not waive such dghts.
(c) This Agteement sbsll be govemed by 8nd construed in accordanco with the lsws of the
State or Commonweglth in which the Prernises 8re located.
(f) This Agreement constitutec 0le entire agreement and understanding of the parries and
supenedcs all offcrs, negolialionr, other leases and/or agroemcnls with rcgard to thc Premises. There arc
no representalions or undolstEndings of any khd not set forth herein. Any omendmcnt lo this Agrcement
must be in writing and executcd by both partics.
(g) This Agreement sball be binding upon and shall inure to fte benefit ofthe parties hereto
aml their respective heirs, Iegal represontatives, succassors and assigns.
(h) A short-form Memorandun ofoption to Lease (and r short-form Memomndum ofLoase
in ths ovellt Tcnant exerclses ils optiotr to lease lhe Prsmis€s) may be recorded st Landlord's or Tenant's
option in the fomr as depicted inExhlblt3 snd Erhlblt4 rc.spectively, 0llsch€d hertto, In addition, Tensnt's
subtenants and licensees shall have the right to record a mcmoraldum ofils sublesse or license with Tensnt.
(i) Lsndlord shall keep the terms ofthis Agrcanent confidential and shall not disclose any
terms conlained within this Agreement lo 8ny third party othor than such tcm6 as are set forth in
Memorandum of the Option to lease or Memorandum of Lease.
SICNATURES BEGIN ON NEXT PAGE
l2
VB Silc lD; US.NC.5408
VD Sil! NiIIl!: Mlibom Rold
IN WITNBSS WHEREoF, the psrties herelo have executed this Agreeme t as of the liffective
Date (dale last signed by a party hereto).
WITNESSES;
Nome:
Nunc:
LANDLORD!
n
Datc:
S]'A'rE OF ,rVor{]x
COTINTY OF
I, a Nol,ary fublic, hereby cerlif that Martin Joseph DeMen penonally appoarcd before me this
day and acknowledged lhe due execution of the foregoing instrument. Witness my hand and (where
an official seal is required by law) official seal.
this the l't <tay or *_tbtys\---,L<-20
N Public
Namo
My Commission Expires: hr ra*\lr I Bn.lo10
My
PUBLICNOTARY cNCounty'Fandolph 2D2g8,0ocsmberExpiresC,ommigsion
Jason Kennody
l3
VB Sil.ID: Us-NC'r408
V0 Silo tt&D.i Mqltorc Rood
Oocusisn Envelopo lo 324F68CE-E486.4423-88D8 4688D7C43935
TDNAI{Tr
Thc Towerr, LLC
a Dclaware limitcd
By
Nqme Rand Wilson
pony
nt--
S'I'ATE OII FLORIDA
COI.JNTY OF PALM BEACII
o^r". rslttp
,lr)*(t;ii.sjs.
@
:t
Loashg Op3
v o-r' c\ ((n8me of oflicer tdking acknowledgment),
(offrcial title of officer laking acklowled8ntent) ceniry thet
-*csme before nre this
attesting official) ofday and ucknowletlged thal.!e/shc is
Wit tcss
I,
(1
c &r( c\\(r{,',\*{\\(:-
The Towors, LLC, a Delsware limited lilbility company, and lhat by suthority du[, givon and as
.lheactofthecompany,thefore8oi[ginstrumeotwassignediniLsn0mcbyits \J It
'' U,tj:t.Ls4-- (tiitc qi omcial; serlT€d with irs compan'y s.at, it any, ond attcsico by lrirntei!@
herself) as its U Q '$tr-b! i':,," _ (title of atterting official),
my hand end ofticial seal, tbis the I\lh day of2d)5.
I\.11c),.u |\ t..r "\l-^"!-9
Notary tublic JIxORA
^r4RQUArot
(ommiitton , llN 60{n
Stare ot t
)l
3ona{a iirr.{rii trpr
'{at
.r 0(t tr, 201,Print Namc:rsti'a (\f\ ctLr\0 <rrsl \
My Commission Expircs: rti.: \ r -\ \ ?P2 $
Nr.n. KeL*^^ I/;t;a-s-- -.-. -.,
WITNESSES:
il
(-
N
/*
I't
Vn Sios lD: US.NC-J,(o8
VD Sirc l]url.: M.rlboo Rold
(Teranl signslurc pBge lo Oplion alld L.aso Agrcameut)
ItxHtBIT t
Lgeal De.scrilltion ofthc Proocrty (Parent Puccl)
(may be updoted by Tenant upon reccipt offinel legnl dcscription liom tillo)
BEGINNINC rt s! ctlclltrg lroo plpc' rold plpe bclng locrted et thc
coulhscaterD comcr of ahe propcrty [orv or foruorly owtred by JrEos
L. Smlth sod dcrcrlbcd ln Decd Book lltl3, Pege 446, Rondolph
Couoty Rcglrtry, aod roooiog (rom rald plpo South 7 dcgrots 46
mloutos l7 eeconds West 831.93 fcet lo so erirtlng lror plpc; lhcnco
from roid plpc Soulh 4 degrccr 45 mlnute 45 socondr Wcsa 319.41
feet to ao erirting iron pipe; lhcnco fror cald plpc Soutb 8l dcgrces{t oinuler tlO recoodc Emt 555.83 fccl lo r lencc port; thcnce fium
sald pola South El degrccs 55 mhules 16 cecoadr Eest 25926 fcot to
un crieting lroo pipe; lbcnce lroo ssld pipe Soulb 8l degrecs 59
mlnutes 35 recondr Eort 42&16{ feot lo . polol oeld poht bolog
locsled Nort[ 8l degrcec 59 rlnules 56 gccondc Woer 2133 feet ftom
the erirtfurg lron plpe loceted on thc wcrtcro margln of Strte Road
1535 Olrrdim Fero Road); abcrce frcor raid poill North I degrco 23
North 3 degrees 19 mlnutcs 59 ceconds Erst 98.41 fccl to r polnt;
thence from sald polnt Norlh 3 degrees 38 mlnutos 54 scconds Eesl
304,93 fcct to e polnt; thence from sald polnt Norlh 4 degrees 4
mlnutcs 28 seconds Eset 350.85 feet to a polnt; thcnce from rald polnt
Norlh 4 degrees 40 mlnules 58 sccondr East 157.13 feet to s poht;
lhence from srld polnt Nortb 4 dcgreer 50 mlnutes 7 scconds Er6l
146.88 feet lo a polnti lhencc from srld polnt North E2 degreer 3
mlnutce Wcst I181.24 fGGt to thc polot ond placc of DEGINNING,
conlelnlng 32.lSl acrcs, morc or less, and belng thst property
deplcted ln a curvcy drtcd January 26,20|tt1 snd cntltlcd .Survey for
James H. Smith', prepared by Burrow Surveys, Inc., proJecl numbcr
t921, to whkh reference ls made for e more complele descrtpllon.
SAVE AND EXCEPT that certsln 0.930 rcre as shown on plat entltled
'rSurvcy for Grady L. Hardln and wlfc, Clrtr F. Hrrdlnh recorded ln
Plot Book 73, Page 24. ln the offlcc of lhe Reglster of Deeds for
Randolph County.
t5
VB Shc lD: US.NC.,{08
vB Sllc Nlmei Mulboro Ro3d
REID
Ptx
IAXED ACRU\GE
pRopEe?v DEschtprl0N
OE€O 0OOKE PAOE
PLAT 8OO|( & PAGE
OWNER
owN6fi A0DnESS
2C841
,7259t0375
31.22
R1535;W
0021i2t007 43
OWNGI ADDREgS2
OWNER CITV
OWNER SIATI
0w En ztP
LOCATION AODRTSS
LOCA ON ZIP
DA'A IEFRESHED
sopHlA
NC
21350
10!t H t0rN8 F iMn0
soPHlA,2rt50
s/t !/2026DEMTRS, MARIIT.I JOSEPH
4055 HARDITIS fANM RD
EXHIB|T 2
P.Emiles
(below may bo replsced with 0 fltral survoy ond legal description oftbc Premises)
Randolph Counly, NC
Public ROW
Hardlns Farm Rd
S-NC-5408-Candidate A
Owner: Marlhr OeMers
Power pole:4'15'
Fiber: 800'
100'x100' compound
250' towor
ss: 280'
arcel
100'x100'leass area
ufllir easemen t
30'x240'Acces6/
ture property llnepprox
ACCOSSB
ower/fibsr
vI} Silo lD: US.NC-54O8
VA Silc N&n!: Mtrlborl, Rold
\
:r',,\
E7
sotDack
:.
-"! i| .,
.,lllll
Mail Processing Center
Federal Aviation Administration
Southwesl Regional Office
Obstruction Evaluation Group
l0 l0l Hillwood Parkway
Fort Worth, TX 76177
Aeronautical Study No
2025-ASO-21638-OE
Issued Date: 0l 129 12026
THE TOWERS, LLC
RICHARD HICKEY
22 West Atlantic Avenue
Suite 3 l0
Delray Beach, FL 33444
** DETERMINATION OF NO HAZARD TO AIR NAVIGATION **
The Federal Aviation Administration has conducted an aeronautical study under the provisions of49 U.S.C.,
Section 44718 and ifapplicable Title l4 ofthe Code ofFederal Regulations, part 77, concerning:
Structure:
County, State:
Collected Point(s):
Label
US-NC-5408 Marlboro
Road
Antenna Tower US-NC-5408 Marlboro Road
Randolph, North Carolina
Longitude
79-54-56.58W
DET AGL
255 Ft
AMSL
964 Ft
This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a
hazard to air navigation provided the following condition(s), ifany, is(are) met:
Emissions from this site must be in compliance with the parameters set by collaboration between the FAA and
telecommunications companies and reflected in the FAA 5G C band compatibility evaluation process (such as
power, frequencies, and tilt angle). Operational use of this frequency band is not objectionable provided the
Wireless Providers (WP) obtain and adhere to the parameters established by the FAA 5G C band compatibility
evaluation process. Failure to comply with this condition will void this determination ofno hazard.
As a condition to this Determination, the struch.lre is to be marked/lighted in accordance with FAA Advisory
circrlar 7017460-l M Change l, Obstruction Marking and Lighting, a med-dual system-Chapters 4,8(M-
Dual),& 15.
Any failure or malfunction that lasts more than thirty (30) minutes and affects a top light or flashing obstruction
light, regardless of its position, should be reported immediately to (877) 487-6867 so a Notice to Airmen
(NOTAM) can be issued. As soon as the normal operation is restored, notiry rhe same number.
It is required that FAA Form 7460-2, Notice of Acrual Construction or Alteration. be e-filed anv time the
project is abandoned or:
_ At least l0 days prior to start ofconstruction (7 460-2, part l)
_X_ Within 5 days after the construction reaches its greatest height (7460-2, part 2\
Page I of6
Latihrde
35-49-55.64N
SE
709 Ft
See attachment for additional condition(s) or information.
This determination expires on 07l29i2027 unless:
(a)
(b)
(c)
the construction is started (not necessarily completed) and FAA Form 7460-2, Notice ofActual
Construction or Alteration, is received by this office.
extended, revised, or terminated by the issuing office.
the construction is subject to the licensing authority ofthe Federal Communications Commission
(FCC) and an application for a construction permit has been filed, as required by the FCC, within
6 months ofthe date of this determination. In such case, the determination expires on the date
prescribed by the FCC for completion ofconstruction, or the date the FCC denies the application.
NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST
BE E-FILED AT LEAST I5 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION
OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO
SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE
ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD.
This determination is based, in part, on the foregoing description which includes specific coordinates, heights,
frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except
those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best
Practices, will void this determination. Any future construction or alteration, including increase to heights,
power, or the addition ofother transminers, requires separate notice to the FAA.This determination includes all
previously filed frequencies and power for this structure.
If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after
the construction or alteration is dismantled or destroyed.
This determination does include temporary construction equipmenl such as cranes, denicks, etc., which may be
used during actual construction ofthe structure. However, this equipment shall not exceed the overall heights as
indicated above. Equipment which has a height greater than the studied structure requires separate notice to the
FAA.
This determination concerns the effect olthis structure on the safe and efficient use ofnavigable airspace
by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or
regulation of any Federal, State, or local government body.
A copy of this determination will be forwarded to the Federal Communications Commission (FCC) because the
structure is subject to their licensing authority.
If we can be of further assistance, please contact our office at l-816-329-2525, or natalie.schmalbeck@faa.gov
On any future correspondence conceming this matter, please refer to Aeronautical Study Number 2025-
ASO-21638-OE.
Signature Control No: 679782310-691999182
Natalie Schmalbeck
Technician
Page 2 of 6
(DNE)
Attachment(s)
Additional Information
Frequency Data
Map(s)
cc: FCC
Page 3 of 6
Additional information for ASN 2025-ASO-21638-OE
BASIS FOR DECISION
Part 77 authorizes the FAA to evaluate a structure or object's potential electromagnetic effects on air navigation,
communication facilities, and other surveillance systems. It also authorizes study of impact on arrival,
departure, and en route procedures for aircraft operating under visual or instrument flight rules, as well as the
impact on airport trafllc capacity at existing public use airports. Broadcast in the 3.7 to 3.98 GHz frequency
(5G C band) currently causes errors in certain aircraft radio altimeters and the FAA has determined they cannot
be relied upon to perform their intended function when experiencing interference from wireless broadband
operations in the 5C C band. The FAA has adopted Airworthiness Directives for all transport and commuter
category aircraft equipped with radio altimeters that prohibit certain operations when in the presence of 5G C
band.
This determination ofno hazard is based upon those mitigations implemented by the FAA and operators of
transport and commuter category aircraft, and helicopters operating in the vicinity ofyour proposed location.
It is also based on telecommunication industry and FAA collaboration on acceptable power levels and other
parameters as reflected in the FAA 5G C band evaluation process.
The FAA 5G C band compatibility evaluation is a data analytics system used by FAA to evaluate operational
hazards related to aircraft design. The FAA 5G C band compatibility evaluation process refers to the process
in which the telecommunication companies and the FAA have set parameters, such as power output, locations,
frequencies, and tilt angles for antenna that mitigate the hazard to aviation. As the telecommunication
companies and FAA refine the tools and methodology, the allowable frequencies and power levels may change
in the FAA 5G C band compatibility evaluation process. Therefore. your proposai will not have a substantial
adverse effect on the safe and efficient use of the navigable airspace by aircraft provided the equipment and
emissions are in compliance with the parameters established through the FAA 5G C band compatibility
evaluation process.
Any future changes that are not consistent with the parameters listed in the FAA 5G C band compatibility
evaluation process will void this determination ofno hazard.
Page 4 of 6
Frequency Data for ASN 2025-ASO-2f638-OE
LOW
FREQUENCY
HICH
FREQUENCY
FREQUENCY
UNIT ERP
ERP
UNIT
6
6
l0
l0
17.7
17.'t
21.2
2t.2
614
614
698
806
806
824
851
869
896
90t
929
930
93t
932
935
940
1670
l7l0
1850
1850
1930
1990
2no
2305
2305
2345
2496
3700
GHz
GHz
GHz
GHz
GHz
GHz
GHz
GHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
MHz
55
42
55
42
55
42
55
1000
2000
1000
500
500
500
500
500
500
7
3500
3500
3500
t7
1000
3500
500
500
1640
1640
1640
500
500
2000
2000
2000
500
3280
dBw
dBw
dBw
dBw
dBw
dBw
dBw
dBw
dBw
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
Page 5 of6
7
7
I t.7
1.7
19.7
19.7
23.6
23.6
698
698
806
824
901
849
866
894
901
902
932
931
932
932.5
940
941
t675
1755
l9l0
1990
1990
202s
2200
2360
23 l0
2360
2690
3980
Page 6 of 6
Verified Map for ASN 2025-ASO-21638-OE
1:
It
r::-
I
I,
'!
It
!I '#=*
(l
:)
,17
tt
rT
I
\
I r
t
.t.
t
D
\
I
a
h
s
p
=
tr
January 28th 2026
Jeff Blume
The Towers, LLC
750 Park of Commerce Drive. Suite 200
Boca Raton, Florida 33487
Subject:
Arcosa Designation:
B+T GRP
MTS Engineering, P.L.L.C.
1717 S. Boulder, Suite 300
Tulsa, OK 741 '19
(918) 587-4630
btwo@btqrp.com
Fall Certifi cation Letter
Arcosa Project Number: C116
Arcosa Site Name: Marlboro Road (US-NC-5408)
MTS Project Number: 25-009550
JF
Engineering Firm Designation:
Site Data:Marlboro Road (US-NC-5408)
245' Self Support Tower
As Requested by Arcosa Telecom Structures on behalf of The Towers, LLC, MTS Engineering, P.L.L.C.
is pleased to submit this "Fall Certitlcation Letter" for the 245' Self Support Tower to be constructed at the
ilarlboro Road (US-NC-5408) site.
This to,rver will be designed in accordance with the TIA 222-H standard for Randolph County, NC.
The tower will be designed to support antennas and transmission lines for four wireless carriers. The
design criteria are more particularly described as follows:
Design Vvind Speed: 112 mph 3-sec gust (no ice), 30mph 3-sec gust ( 1.5" ice)
Structure Class: ll
Exposure Category: C
Topographic Category: 1
24o-Wreless Carrier'l (CaAa= 42,000 sq in w/ (18) 1 5/8" transmission lines
22g'-VMreless Carrier 2 (CaAa= 30,000 sq in W ('12) 1 5/6" transmission lines
21g'-Wreless Carrier 3 (CaAa= 30,000 sq in wl (12\ 1 5/8" transmission lines
2og'-Wreless Carrier 4 (1 ) 5' MW Dishes w/ ('1) 1 5/8" transmission lines
It is our understanding that this Self Support Tower structure will be designed such that, if a failure were
to occur due to a significant storm or other event, the tower would fall within a radius of 130' from the
base of the structure with the top portion of the tower buckling over on the tower. Although the tower
would not be designed to fail, stronger sections that required by analysis would be provided in the lower
sections of the tower, resulting in an increased safety factor in the lower sections. ln the highly unlikely
event that this tower were to experience operational failure due to catastrophic wind loading, the design
would enable the tower to fail through compression buckling. Failure in this manner would result in the
upper portion of the tower buckling and folding over the lo,/yer portion, resulting in a fall radius of 130' from
the base of the tower.
It should be understood that this opinion does not consider unpredictable extreme catastrophic events for
which the structure is not designed. However, any damage to surrounding property caused by the tower
failing during such an event would be relatively insigniticant when compared to the damage caused to the
surrounding property by the event itself.
Please contact us should you have any questions concern ing the safety and design of the self support
Respectfully submitted by: MTS Engineering, P.L.L.C.
COA: P-2387 , Expires 6/30/2026
Brad R. Milanowski, P.E
frb
tower.
Letter prepared by: Tharun T. Cheriyan, E.l.T.
3J ZU
0.till
!f
o
c:
E
3
!
r50 0!
.00!
DESIGNED APPURTENANCE LOADING
I
!
s.dor2(c,r{.10000 s{ n)No rc,
SYMBOL LIST
stzE stzE
MATERIAL STRENGTH
GRAOE GRADE
TOWER DESIGN I{OTES
'1. Tolxer is locat.d in R.ndolph County. North Carolina.2. Tow.r dcsigned for ExpoEure C to lh. TIA-222-H Standard.
3. Tow.r desEn.d lor a 112 mDh basic wind in accordance wilh the TIA-222-H Standard.4. Towlr rs also designcd for a 30 mph basic wind with 1.50 in ice. lc€ is considered to
incr.as€ m lhickne$ with hcight
5. Oefleclons are bss€d upon a 60 rph wind.6 To,'€r Rbk Catesory ll.7. TopooraDhic Crt qory 1 with Crest Hciqh! of 0.000 fl
8. Plcase see teedlin€ plan for propcr f.cdlnc placenEnt. Deviation lrom plan may r.duce
g
ALL REACTIONS
ARE FACTORED
irrx coRNER REqc77oNs Ar aAse
Dov,r,l: 52E K
SHEAR 39(
SHEqRT 35 K
190 K
I
MOMENT
1214 kip-nI Illllt
TORQUE I ki,.ft
30 nph WND - 1 5OO in ICE
73K
lrrt|[ltl
lt I
SHEA;T,-N
65K L -) \MOMENT
9414 kip-n
33320
JF MTS Engineering, P.L,L.C
1717 S Boulder Ave, Suite 300
Tulsa, OK 741'19
Phone (918) 5E7-4630
ATS. : C116 - Madboro Road
215', S ST/:I5_A321 21, -79.9 1 57 1 5
o.r, 1Z1S|2S s"* NTs
D,",! r,L. E-l
v
{
ARCOSA
TYPE ELEVATION
s.dd3(c.^.=1,ro@ sq..) o k
s.d6r (c.^..r 0oo0 sq.nlxo k!
!!!E[rllt
llt IrIrI !
llr tifl ]t!
TELECOII STRUCTUR€S
foRQUE 12 kp-n
REAC,ONS - 112wh\MND
t2
6
'o:
i l3
loll-l
I
-9
,,0.!!
Pl rl
lrog&.d las
I saacrlcrrr" tooo sa rrlm te lzo{c.nfr)
S..ror2(Cus r ann sq5)No re
Gan r1r
IYPE , EITVATIOII ,
s.dr{c./\rr loooo sa..)xo k
s.ddftc.A..ro(m sL...rto 16 2re(cEr 3,
!r.dr2(c.r.. !ooo0 34..rxo h.
ls.drqc./rarc.o0 S{.)r& bc zte
lla rrwosr'crroa Jroe
1l tr
=
l.: ll
!lsllil,
!l
tl-t il t]+t u
"r*r---i-\exf -l \
A
V6rlic.l BridgelL?ry
,?.
Coar (Camer,{)
2) 1-s/8" Coax (Cam.r 2)(12) 1-5/B Coax (Camer
llllll
c
e.l,flL
i
..r,{d
.cy
,-\
vr'-
x\s
<€
ts
I
ARCOSA j=MTS Engineering, P. L.L.C
'1717 S Boulder Ave. Suite 300
Tulsa, oK 74119
Phone: (918)s87-4630
FAX (918) 29to?6s
215'-79.915716
ck VedicalBndgecd" rtP-222-fr M. 12J1sns
Ev! tro E-7
Str*AL
UJ J JZU
IEI,ECOI{ SIRUCTUN€S
Feed Line Plan
**a,n rrfi
\""
I
ATS#: C116 - Madboro &ad (Site#
tnxTower
MTS Engineering, P.L.L.C
17l7 S Bo ldet {te, Site 300
T sa. OK 74119
Phone: (918) 581-4630
FAX: (918) 295-0265
Job
ATS#: C116 - Marlboro Road (Site# US-NC-5408)
Page
1of33
Project
245' SST/35.8321 21, -79.91 57 16
Dale
16:49.47 12115125
Client
Vertical Bridge
Dc.lgnod by
ccoody
Tower ln ut Data
The main tower is a 3x free standing towsr with an overall height of245.000 fl above the ground line.
The base ofthe lower is set at an elevation of0.000 ft above the ground line.
The face rvidth of the tower is 4.125 ft at the top and 22.500 ff at the base.
This tower is designed using the TIA-222-H standard.
The follo*'ing design criteria apply:
Tou/er is located in Randolph County, Nonh Carolina.
Tower base elevation above sea level: 707.000 ft.
Basic wind speed of I 12 mph.
Risk Category II.
Exposure Category C.
Simplified Topographic Factor Procedure for wind speed-up calculations is used.
Topographic Category: l.
Crest Height: 0.000 ft.
Nominal ice thickness of 1.500 in.
Ice thickness is considered to increase with height.
Ice density of56.000 pcl
A wind speed of30 mph is used in combination with ice.
Temperature drop of50.000 "F.
Deflections calculated using a wind speed of60 mph.
Plcase sce feedline plan for proper fcedline placement. Deviation from plan may reduce tower capacity..
NonJinear (P-delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in tower member design is l.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered
ons
i Calculate Redundanr Bracrng Forces
lgnore Redundant Membcrs in FFIA! SR [-eg Bolls Resrsl Compr€ss,on
All Leg Panels Have Same Allo*?ble
Offsel Grrr At Foundanonr Consrder }eed Line Torquei Include Angle Block Shear Check
Use TIA-222-H Bmcing Resist. Exemprron
Use TIA-222-H Tension Splice Exemptron
Folca
Include Shcar-Torsron Inkracnon
Always Use Sutlcntrcal FIow
Usc Top Mounted Sockets
Pole Without Linear Attachmenb
Pole Wilh Shroud Or No Appurcnances
Outsid€ and Inside Comer Radir Are KnoM
Consrder Momen6 - Legs
Consider Momanls - Horizonhls
Consder Moments - Dragonals
Use Moment Magnificatoni Us€ Code SEess taatrcs! Use Code Safety Factors - Guys
Escalate Ice
Always Us€ Mir Kz
Kz In Exposure D Hunrcane Region1 lnclude Bolts In Member Callacity\ Leg Bolls Are AtTop OfSectrcn! Secondary Horizonlal Bmces Leg
Use Dnmond lnner Bracing (4 Sided)
SR Members Have Cut Ends
SR Members Are ConcenEic
Dislributc Leg Loads As Uniform
Use Special Wlnd Profile
Assume [,egs Prnned
Assum€ Rigid Index Plare
Use Clear SFans For Wrnd Area
Use Clear Spahs For Kt-/r
Retensron Guys To Initial Tensroni Bypass Masr Stahrlrry Checks! ljse Az,mu$ Drsh Coemcrenrs! Pro.ject W rnd Area of Appurtenan€es
Allemalive Appun EPA Calcularion
Autocalc Torque Arm Areas
Add IBC 6DrW Combinationi Son Capaciry Repons By Component
TflanEulate Diamond lnner Bracrng
Treat Feed Line Bundles As Cylnder
lgnore KL/ry For 60 Deg Angle Legs
Use ASCE l0 X-Brace Ly Rules
tttxTower
MTS Engineering, P.L.L.C
l717 S Bo det Are, S te 300
Txlsa. OK 741 19
Phone: (918) 587-1630
FAx: (9lE) 295-0265
Job
ATS#: C116 - lvlarlboro Road (Site# US-NC-5408)
Page
2ol 33
Projecl
245' SST/35.8321 21. -79.91 571 6
oate
16:49:47 '12115125
Client
Vertical Bridge
De3igned by
ccoody
Les C
Trianoular To wer
Leg B
Tower Section Geom
Assenbl)
l.ength
li ttt
TI
T2
T3
T4
T5
T6
T?
T8
T9
Tl0
T
Tt2Ttl
245 000-235 000
235 00G.220 000
220 00G.200 000
200000-180 000
r 80 000- t 60 m0
t60 000-140 000
I 40 000-1 20 000
I 20 000J 00 000
100 000-80 000
80 00G60 000
60 00G40 000
40 00G20 000
20 00G0 000
4 125
4 875
6 000
7 500
9 000
10 500
t2 000
l3 500
15.000
t6 500
l8 000
l9 500
21 0,0o
t0.000
I5 000
:0 000
20 000
20 000
20 000
20 000
20 000
20 000
20 000
20 000
20.000
20 m0
Tower Section Geom con
Spac,kg b'p"
Top G,
ofset
Ed
ti
(lls.t
TI
"t2
4 500
4 667
X Brace
X Brace No
6 000
6.000
6 000
6 000
No
< L.d A
245 000-?ls 000
235 000-120 000
No
No
IttxTower
MTS Engineeriry, P.LL.C
l7l7 S Rouldet Ave. Sule 300
Tulsa. OK 74119
Phone (918) 587-4630
IAX: (918) 295-026s
Job
ATS#: C116 - l\rarlboro Road (Site# US-NC-5408)
Page
3of33
Project
245' SST/35.E321 2'1, -79.91 5716
Dato
'16:49'.47 'l2l'15125
Client
Vertical Bridge
Ds!ign€d by
ccoody
Spacng
End
TopCrt
Otszt OA"ettpe
li
T3
T4
T5
T6
T7
T8
T9
Tt0
T
Tl2
Tl3
220 000-200 000
200 000-t 80 000
180 000-t60 000
r 60 000-t40 000
I 40 000- t 20 000
I 20 000- I 00 000
t00 00G.t0 000
80 000-60 000
60 00G40 000
40 0(xt20 0{xl
20 00c0 000
4 750
4 750
4 750
4 750
4 750
4750
4 750
4 750
4 750
4 750
4 750
X Brac€
X Bracc
X Brace
X Bracc
X Brace
X Bracc
X Brace
X Brace
Double K
Double K
Double K
N
N
N
N
N
N
N
N
N
N
N
No
No
No
No
No
No
No
No
6 000
6 000
6 000
6 000
6 000
6 000
6 000
6 000
6 000
6 000
6 000
6 000
6 000
6.000
6 000
6.000
6 000
6.000
6 000
6 000
6 000
6 000
Tower Section Geometry Gont'd)
Tover
j
Lec
r'p"
L"c Ire Dago,al
Sre G.odeD'p"
TI
245.m0-235.000't2
235.00G.220 000
"t3
220 00G200 000-t4
200.00G.180 000
T5
I 80.00G.1 60.000
T6
I60.00G.140 000
T1
r40 mt20.000
TT
t20.000-100 000
T9
r 00.000-80.000
Tl0
80 000-60 000
Tt I
60.00G40.000
Tl2
40.00G20 000
Tt3 20 000-0 m0
Solid Round
Solid Round
Solid RouM
Sold Round
Solid Round
Solid Round
Sold Round
Sold Round
Solid Round
Solid Round
Solid Round
Sold Round
Solid Round
Equal Angle
EqualAn8le
Equal Angle
Equal Angle
Equal Angl€
Equal Angle
Equal Angle
Equal Angle
Equal Angle
Equal An8le
Double F4ual
An8le
Double E{ual
Angle
Double Equal
Ll 3l4xl 3l$<3116
Ll 314x1 3l4r3l16
L2'!2t3ll6
llx2xill6
L2 tDvA lnfit16
L2lnv2lt2it3l16
L2lnt2lnfilt6
L3xlx3/16
L3x3x3/15
L3x3x l/4
2A \f2x2lnOll6xlft
2I2ln.2lndll6$/A
2L2In,2IIbt3II6),3/8
I 3/4
2
2tD
2 3t1
3
3l/4
3lt2
3 314
3 3/4
4
4 t/4
4v4
4tn
A529-50
(50 ksi)
A529-50
(50 ksi)
A52+50
(50 ksi)
452+J0
(50 ksi)
4529-50
(50 ksi)
A529-50
(50 ksi)
A529-50
(50 ksi)
4529-50
(50 kri)
A529-50
(50 ksi)
4529-50
(50 ksi)
4529-50
(50 ksi)
A529-50
(50 ksi)
A529-50
(50 ksi)
A36M-50
(50 ksi)
A36M-50
(50 ksi)
A36M-50
(50 ksr)
A36M-50(i0 ksi)
A36M-50
(50 ksi)
A36M-50
(s0 ksi)
A36M-50
(50 ksi)
A36M-50
(50 ksi)
A36M-50
(50 ksr)
A36M-50
(50 ksi)
Al6M-50
(50 ksi)
A36M-50
(50 ksi)
A36M-50
(s0 ksi)
Tower Section
TI
245.00G215.000
EqualAngle Ll 3/4xl 3/4xl/16 A36M-50
(50 ksi)
Solrd Round
Rotton Gtrt
SE"
A36M-50
(50 ksi)
I
Top Grl
TvPe
TopGrt
Tvpe
Botton GhTop Gi
SEe
tnxTower
MTS E nginee ri nE, P. L. L. C
1717 S Bouldet A'e, Sutte 300
Tulsa, OK 74119
Phone: (918) 587-4630
F,4.Y: (918) 295-0265
Job
ATS#: C l '16 - Marlboro Road (Site# US-NC-5408)
Page
4of33
245', SST/35.832'12'l, -79.91 571 6
Drto
16:49.47 12115125
Client
Vertical Bridge
Oesign€d by
ccoody
Tower Section Geom cont',
MdCirt
Tvpe
Md Git
Si:e Tlpe SEe GradeoJ
G,sti
Tl I None
60 00G40 0mTl2 None
40 00G.20.000
Tl3 20 000-0 000 None
Flat Bar
Flat Bar
Flat Bar
Double Equal
Angle
Doublc E4ual
Angle
Double Equal
Anale
2l2x2x3/l 6x-3/8
2L2x2x3l16xil8
2L2 I /2x2 l/213116'/318
A36M-50
(50 ksi)
Al6M-50
(50 kso
A36M-50
(50 ksr)
A36
(16 ks')
A36
(36 ks,
436
(16 ksi)
Tower Section Geom con
SecondaD Hon:ontal
S,:e
huer Rracng
Tvpe
Inner Broctns SEe
ITll
60 000-40 000
Tl2
40 00G.20 000Tll 20 000-0 000
Solid Round
Solid Round
SoId Round
A36M-50
(50 ksr)
A36M-50
(50 ksr)
A36M.JO
Single Angle
Srngle Angle
Srngle Angle
Ll 3l4xt 3l4x3ll6
Ll il4xl 3/4}l/16
Ll 3l4xl 314x3/16
At6M-50
(50 ksr)
A36M-50
(50 ksr)
A36M-50
(50 ksr)50 ksr)
Tower Section Geom con
Gusset Cuss€t G sset Grade Adtust Factot
trl
.4dJt:t.
,4,
Double A,Ele
Snch Boh
Spacing
Double AngleS ch Ro
SW,nC
Double Ansle
Stitch Boh
Spacing
Weqht.llult
tt
TI
245.000-235.0
00-t2
235 000-220 0
00
T3
220.000-200.0
00
T4
200 00G.180 0
00
T5
| 80 000-t 60 0
00
T6
0 0u)
0 0(x)
0 000
0 000
0 375
0175
0 375
0 t75
0 375
A36M-50
(50 ksr)
A36M-50
(50 ksr)
A36M-50
(50 ksi)
Al6M-50
(50 ks')
Al6M-50
(50 ks, )
36 000
36 000 16 0u)36 000
36 000 36 0(Xr 36 000
36 000 36 0l)0 36 000
16 000 16 000 16 000
0 000 0l7i A36M-50 16 00fl
Project
0 00t)
16.000 36 000
MTS Engineerlng, P.LL.C
l717 S Do der,he. S ne 300
Tulsa. OK 74119
Phone. (918) 587-1630
FAX: (918) 295-0265
Job
ATS#: Cl16 - Marlboro Road (Site# US-NC-5408)
Page
5of33
Proiect
245', SST/35.832121. -79.91 571 6
Date
16:49:47 12115125
Client
Vertical Bridge
Designed by
ccoody
(pe,lace)
Gusset G,$set Grade AdJue. Facto,
11
AdJBt-
A,
Double Angle Double Anste Double AnElc
Sl eh Roh Stttch Bolt S teh BohSpacing Spaang SpoctngDtagoials Hoti:odals Re&tula s
Weight lluh
t
160 00G.140.0
00
T7
140 m(rt20 0
00
T8
t 20 000-t 00 0
00
T9
100 000-80 00
0
Tt0
80.000-60 000
Tl I
60 00G40 000
Tt2
40.00G20.000
Tl3
20 000-0 000
(50 ksr)
0 000
0 000
0 000
0 375
0l7i
0 375
A36M-50
(t0 ksr)
Al6M-50
(50 ksr)
Al6M-50
(50 ksr)
t6 000 36 000 16 000
16 00r-)36 000 t6 000
16 000 36 000 36 oul
0 000
00m
0.000
0 000
A36M-50
( j0 ksr)
Al6M-50
(50 ksr)
Al6M-50
(50 ksr)
A36M-50
(50 ks,)
36 000
Mrd-Pr
Mrd-Pt
Md-Pr
36 000
Mrd-P.
Mid-Pr
Mrd-Pl
36.000
36 000
36 000
36 000
0 375
0 375
0 375
0.375
Tower Section Geom
Colc
x
Single
Angles
K
1..9.\G'ns &c
n
Diogtx
v
Dmgs
x
v v
,l'
vtf
A'
Y
TI
245 00W35 0
00
T2
235 000-220 0
00
T3
220 00G.200 0
00
T4
200 000-180 0
00
T5
I t0 00ct 60.0
00
T6
t60 00G140.0
00
'17
140 000-t 20 0
00
T8
120 00G.100 0
00
T9
I00 000-80.m
0
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
tnxTower
Stnsle
DMgs
IttxTower
MTS Engineering, P.LL.C
1717 S Bo der.lre, S te 300
Tulsa. OK 74119
Phone: (918) 587-1630
tAX. (9 t8) 295-0265
Job
ATS#: C1'16 - l\i|arlboro Road (Site# US-NC-5408)
Page
Project
245' SST/35.83212'1. -79.91 5716
Oato
16:49.47 '12115125
Client
Vertical Bridge
D63igned by
ccoody
l-eEs SinEle
DMgsIi
lngles
Calcr
Solid
S".Ctrts
i
DiaE.
X
v
Diagsx
Y
x
Y
x
v
)'
Y
,t'
Yv
Tl0 No
80 filc{5o ffX}
Tl I No
60 000-40 000
Tl2 No
40 000-20 000Tl3 No
20 000-0 mo
No
No
No
No
Note: Klactorc are opphed to nerter segment lengths. K-bruces wtho,lr uner stryonng nenbers vtll h^'e the K lactot n the outal-plme &rection aryhed to
TopGtt
L'
Wt&h
Deduct
in
L'
Wtdth
Deduct
in
Net tytdth L
De&rct
in
N.t Wdh U
in
t-
Deducr
in
I'
wdh
Deduct
in
Tower Section Geom
n
TI
245 oOG.235 o
00"t2
235.00G.220.0
00
T3
220 000-200.0
00
T4
200 000-180.0
00
T5
180 00G160.0
00
T5
160.00c140 0
00
17
140 000-120 0
00
T8
120 000-100 0
00
T9
100 000-80.00
0
T10
80 000-60 000
Tll
60 000-40 000
Tl2
40 00G20.000
(.'
0.000 0 75 0000 075 0 000 075 0 000 0.75
0000 075 0 000 075 0000 075 0 000 075
0000 075 0 000 015 0000 075 0 000 075
0000 015 0000 075 0 000 075 0000 075
0 000 0.75 0000 075 0 000 0.15
0000 075 0000 075 0 000 075 0000 075
0000 075 0 000 075 0 000 075 0 000 075
0000 075 0 000 075 0000 075 0000 075
0 000 075 0000 075 0000 075 0000 075
hdth
0 000 I
0 000 I
0.000 I
0 000 I
0 000 I
0 000 I
0.000 I
0 000 r
0 000 I
0 000 015 0 000
0 000 015 0 000
0 000 075
0000 075 0 000
0 000 07i 0 000
0000 075 0 (x)0
0000 075 0 000
0000 075 0 000
0000 075 0 000
075
075
075
0.75
075
075
075
0.75
075
0.75
075
075
0.75
0.7s
0?5
0 000
0 000
0 000
075
075
07t
o75
0.75
075
0 000
0 000
0 000
0.000
0.000
0 000
0 000
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0.000
0 000
0.000
o75
075
075
6of33
0000 075
o75
o75
075
lnxTower
MTS E ngin eeri ng, P. L- L. C
1717 S Bo lder Ate, S te 300
Tutsa. OK 71119
Phone: (918) 587-4630
t'.4X: (918) 295-0265
Job
ATS#: C116 - l\ilarlboro Road (Site# US-NC-5408)
Page
7 ol 33
Project
245' SST/35.8321 21, -79.91 5716
Det
'16:49.47 '12115125
Client
Vertical Bridge
D.rigned by
ccoody
Tll
20.000-0 000
Tover
f
TI
245.00G235 0
00
075(r)
0000 075
Wdth
lll
tyidh
tI
t'
0 00o 075(l 0 000 0000 075 0 000 075 0 000 075 0000 0750)0 00o 0 751l)
T2,
235 00G.220 0
00
T3
220 000-200 0
00
T4
200 ooo-t80 0
00
0.m0
00m
0 000
0.000
0.000
0 000
0.000
0.000
0.000
0 000
0 000
0.000
0.000
0.000
0 000
0.000
0.000
0.000
0.000
075(3
075(4
075(l
07s(4
075(r
075
075(
o7s(2
07s(
0.000
0 000
0 000
0 000
0 000
0.000
0 000
0 000
0.75
(2\
0'15
(3)
o15
(4)
o75(t)
075
(2)
075(l)
015
(4)
o75(l)
075
(2)
075
(3)
075
(4)
075(l)
o75
(2)
0.75
(3)
075
(4t
0?5(l)
075
(2)
075
(3)
075
(4)
0.000
0.000
0.000
0 000
0.?5 t2)
075(3)
015 t4t
075 )
0.000
0 000
0 000
0 000
0 000
0mo
00m
0 000
0.1512\
0 75 (3)
0 ?5 (4)
0 75 (r)
o t5 (2)
0 75 (3)
075 (4)
0 75 (r)
075(3
07514
075(l
0.000
0.000
0 000
0 000
0.000
0 000
0 000
0.000
o 75 t2)
0 75 (3)
0 75 (4)
0750)
0 000
0 000
0 000
0 000
0 75 (2)
0 75 (3)
0 75 (4)
o ?5 (l)
075t2
075(
075
0 000 0't5 0000 0?5 0 000 015
0000 075 0 000 075 0 000 075
0 000 075 0000 075 0 000 075
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
075(2)
0 7s (3)
0 75 (4)
075 )
0.75 (l
075(4
075(r
0.000
0.000
0.000
0 000
0 7s {2)
0.75 (3)
o 7s t4)
07s(r)
0.000
0.000
0.000
0 000
o 1s \2)
0.75 (3)
0 75 (4)
07s(r)
Top Grt Bo on G'
U
in
LJ I)
in
U
Irtuh
tl
width
Deduct
in
ai
mdth
in0.000 I 0000 075 0 000 015 0000 075 0000 075 0000 075
Sub-Dngonal
L'
Deduct
in
Nrt mdth U
Detuct
in
t:
wah
in
t'
Wi.lth
in
T5
180 000-t60 0
00
075(4
0 000
0 000
0 000
0 000 075 0 000 0.75 0 000 075
0 000
0 000
0 000
075 (21
0 75 (3)
0 75 (4)
0 000
0 000
0 000
o 75 (2)
0 75 (3)
0 75 (4)
I
Dia?onal
MTS Enginee ng, P.LL.C
l7l7 S Bo der Ate, Sune 300
Tulso, OK 74119
Phone: (918) 587-4630
FIX: (9)8) 295-0265
Job
ATS#: C l 16 - Marlboro Road (Site# US-NC-5408)
Pa!e
8of33
Proiect
245', SST/35.832121, -79.91 5716
Data
16:49.47 121'|.5125
Client
Vertical Bridge
Oeslgn6d by
ccoody
L,
wdh
Dedrct
t:t,
mdth
Net Wi&h U
in
t,
in
It
T6
160 m0-t40.0
00
T7
I 40.00G. | 20 0
00
h.rh
I'
0 000 075(l 0 000
075(
07i
0)
07i
(2',)
075
(3)
075
(4)
075(r)
075
(2)
075
(3)
0?5
(4)
075(r)
o75
t2)
075
(3)
075
(4)
075
0)
075
(2)
075
(3)
075
(4)
075(t)
075
(2')
075(l)
075
(4)
0.75(l)
0.75
(2)
o75
(3)
075
(4)
0.75(r)
0.75
(2)
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0.000
0.000
0.000
00m
0 000
0.000
00m
0.000
0.0m
o 7s (2)
0 75 (3)
0 75 (4)
0750)
o 75 (2)
0 75 (3)
o 75 (4)
075(r)
o ts (2)
0 7s (3)
0 7514)
0750)
0.'t5 (2t
0 75 (3)
0 75 (4)
0 7j (l)
o 75 (2)
0 75 (3)
0 75 (4)
0 75 (l)
0 75 (2)
0000 075 0000 075 0000 075 0000 0750)0 000 0 75 (r)
0.000
0.000
0.000
0.000
0.75 (3
0.75 (4
075(l
075 (2
07J(3
075(4
075(l
075(
075(
075(4
075(t
00m
0.000
0.000
0 000
0.000
0.000
0.000
0.0m
0 75 (2)
0.75 (3)
0.75 t4)
0.75 (r)
0.000
0 000
0.000
0.000
0.000
0 000
0 000
0 000
0.000
0 000
0 000
0 000
0 75 (2\
075(3)
0 75 (4)
0 ?5 (r)
0 000
0 000
0 000
0.000
0 75 (2)
0 75 (3)
0 75 (4)
0.75 (1)
0 0{m 075 0000 0?5 0 000 075
0 000 07i 0 000 015 0 000 075
0000 0?5 0000 075 0000 07s
0000 075 0000 075 0000 075
0.000 075 0 000 075 0.000 0 75
T8
120 000-100 0
00
T9
t00 000-80 00
0
Tt0
80.00G60 000
Tt I
60 00040 000
0 000
0.mo
0 000
0 000
0 000
0 000
0.000
0 000
00m
00m
0.000
0 000
0 000
0 000
0.000
0 000
0 75 (2)
0 75 (3)
0 7s (4)
o 75 (r)
0 7s (2)
o 75 (r)
0 7s (4)
0.75 (r)
o.1512\
0 75 (3)
0.75 (4)
0 75 (l)
0 75 (2)
0 75 (3)
0 75 (4)
0.75 (r)
o75 (2)
0.000
0.000
0.000
0 000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0 000
0.0m
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0 000
0 000
0 000
0 000
00m
0.000
0.000
0.000
0 000
0 000
0 000
0 000
o15(2
0 75 (.1
0 7514
075(t
075(
075(
075(4
0.?5 (l
0.7512
075 (3
075(4
075(l
07512
Tt2
40 000-20 000
0 000 075 0000 075 0000 075
tnxTower
tnxTower
MTS Engineering, P. L L.C
1717 S Bo lder Av, Srite 300
Tulsa. OK 74119
Phone: (918) 587-4630
FAX. (918) 29s-026s
Job
ATS#: C1 '16 - Marlboro Road (Site# US-NC-5408)
Page
9 of 33
Project
245', SST/35.8321 2'r, -79.91 571 6
Date
16:49:47 12115125
Client
Vertical Bridge
O€llgnod by
ccoody
tl Net Wtdth U
D.duct
in
li LI
wdh
I;
lYt&h
DeA/ct
I]
0.000
0 000
0 000
0 7s (3)
0 75 (4)
075(r)
0.000
0 000
0 000
015
(3)
o75
(4)
075
0)
0 000 07i 0000 075 0 000 075
0 000
0 000
00m
lt
in
0.000
0 000
0 000
0 7s (3)
0 7s (4)
0 75 (l)
It
TI]
2(l 000-0 000
o ooo o 75 (21 075
t2)
0 000 0 000 0 75 (2)0 000 0 75 (2)
I0 000 075(l 0 000 075
(3)
0 000 0 75 (3)0 000 0 75 (3)
)000o 075(4 0 000 075
(4)
0 000 0 75 (4)0 000 0 7s (4)
Top Gt.t
Tower Section
I
L"c
T)pe
l.eg
(1TI
245 00G.235 0
00
T2
235 00G.220 0
00
T3
220 000-200 0
00
T4
200 0fi).180 0
00
T5
180 00G160 0
00
T6
t60 000-140.0
00
T7
I 40.00G. r 20 0
00
T8
120.000-100 0
00
rl.rnsc 0 000
A325N
o 625
Al25X
0 625Al2ix 0 000
A325X
0 623
A325N
0 000
4325X
0 625
A]25N
t-lansc 0 750
A]25N
0 625
Al25X
0 000
Al25X
0 000
Al25X
o 625
A325N
0 000
A325X
0 625
4325N
Flang€0 750
A325N
0 625
Al25X
0 000
Al25X
0 000
Al25X
0 625
A325N
0 000
Al25X
0 625
,\325N
Flangc 0 750
A]25N
o 62-\
A325X
0 000
A.325X
0 000
A.t25X
0 625
A]25N
0 000
A325X
0 625
A]25N
Flange I 000
A325N
0 625
A325X
0 000
A32iX
0 000
Al25X
0 625
A]25N
0 000
Al25X
0 625
A]25N
Flangc I 000
A]25N
0 625
A325X
0 000
A325X
0 000
A325X
0 625
A325N
0 000
A325X
o 625
A325N
Flange I 000
A325N
0 615
A325X
0 000
A32JX
0 00,0
Al25X
0 625
A325N
0 000
A325X
0.625
A325N
ll
0
0
0
0
0
00
000
00000
00000
0
0
0
0
0
0
0
0
00000tl.rnec I 250
A]25N
o 625
A325X
0 000
Al25X
0 000
A325X
0 625
A325N
0 000
A325X
0 625
A325N
07s(])
0 75 (4)
075fl)
0
0
0
0
tnxTower
MTS Enginecing, P.LL.C
1717 S Bonlder Are- S,tte 300
Tulsa. OK 741l9
Phore: (9lE) 587-4630
F,4X. (9t8) 295-0265
Job
ATS#: C'116 - Marlboro Road (Site# US-NC-5408)
Page
10 of 33
Proiect
245' SST/35.8321 21, -79.91 57'1 6
Dat€
16:49:47 12115125
Client
Vertical Bridge
Derlqnod by
ccoody
It
Leg
TvPe
1.250
A325N
1.250
A325N
L250
A325N
r.250
A]25N
in
0 6?5
A325N
T9
I00 00G80.00
0
Tt0
80 000-60 000
Tl I
60 000-{0 m0
Tt2
40.00G20 000
TI3
20 00G0 m0
Flange | 250
A325N
0
Flange
flange
Flange
Flange
0
0
0
6
6
6
6
o 625
4325N
o 625
A]25N
o.625
A325N
o.625
A325N
TopGlrt
0.000
A325X
0.625
A325X
o.625
A125X
o 625
r'.325x
0
0
I
I
I
0 000
A325X
0 625
A325X
o.625
Al25X
o 625
A325X
0 625
l{325X
I
I
I
I
I
0 625
A325X
0.000
A325X
0.000
A325X
0 000
A325X
0.000
A325X
0
U
r)
0
0 000
A32sX
0.000
4325X
0.000
A325X
0.000
A325X
0 000
A325X
0
0
0
0
00 000
43:5X
o 625
A325N
o.625
A325N
0.625
A325N
0.625
A325N
l)
0
0
0
0
o 625
A325N
Feed Line/Linear rtenances - Entered As Round Or Flat
Face A ot+ Exclude Co,nponeor Shreld Fron Trpe
Lea Toryre
Calculatiort
ofset Otset
(Ftrc FW)
d Clear lYtdth or Perin tet
Pet Sryitlg Dia,neterRov in in
Weryht
krft
l -5l8" Coax
(Camcr I )
l-5/t" Coax
(Carner 2)
l-5/8" Coax
(Carrier 3)
l-5/8" Coax
(Carner4)
Safet} Lin€
318
Strobe Cable
CNo
BNo
A No No Ar (CaAa)
BNo
No Ar lcaAa) 240.000 -
r0 000
No Ar (CaAa) 229 000 -
t0 ofi)
219 000 -
t0 000
No Ar (CaAa) 209.000 -
l0 000
245 000 -
I0 000
245 000 -
l0 000
240.000 -
l0 000
229 000 -
l0 000
219 000 -
t0 000
t8 9 0?50 1980
t2 6 0.?50 I 980
t2 6 0750 1980
I | 0.750 r9t0
0 000 l)
0 000 0
0 000 0
0 000 -01
0 001
0 00i
0 001
0 001
C
B
No
No
No
No
No
0.000
0 000No
No
No
No
045
-0.45
0 375
I 250
0 375
I 250
0 000
0 001
t-eedline
Ladder (Af)
[-eedline
Ladder (A0
Feedline
Ladder (Af)
Af(CnAa)
Af (CaAa)
Af(caAa)
0.000
0.000
0.0m
0 008
0 008
0 008
03
0.3
0.3
3.000
3 000
3 000
0 250
0 250
0 250ll
Feed Line/Linear A rtenances - Entered As Area
Face Allotv Exclude Conponenr
or Shield Fron b'PeL"C Torqre
Calculation
I
Totol C.+a.t
a,fi Hf
Leg
Ar (CaAa)
Ar (CaAa)
IttxTower
MTS Enginee rrg, P.LL.C
l7l7 S Boulder Ate. Sutte 300
Tulsa. OK 74119
Phone: (918) 587-4610
F:tx. (9t8) 29s-0265
Job
ATS#: C'l'16 - Marlboro Road (Site# US-NC-540E)
Page
'l '1 of 33
Project
24s' SST/35.832121, -79.91 571 5
Oale
16.4947 12115125
Client
Vertical Bridge
O€tlgned by
ccoody
Feed Line/Linear rtenances Section Areas
fi
AR It C.t4.t
fi
cnAo
t
W'etght
KfiTl 245 000-235 mO
'12 235 000-220 000
T3 220 000-200 000
T4 200 000-t80 000
T5 I 80 000- I 60 000
160 000-t40 000
140 000-t20 000
I 20 000- I 00 000
I00 000-80 000
80 000-60 000
60 000-40 000
l:
20 000-0 000
T6
T7
Tt
T9
Tt0
Tlt
rt2
Tl3
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
c
B
C
B
c
B
C
B
C
B
C
0 000
0 000
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0.000
0.000
0 000
0 000
0.000
0.000
0 000
0 000
0 000
0 000
0.000
0.0m
0 000
0 000
0.000
0 000
0.000
0.000
0 000
0 000
0 000
00m
0.000
0 000
0.000
0 000
0.000
0 000
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0.000
0 000
0 000
00m
0 000
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0 000
0 000
0 000
0.000
0.000
0.000
0 000
0.000
0 000
0 000
0 000
0 000
0 000
I 625
0 000
t8 028
2 438
21755
54 085
49 186
50 l]5
72 |3
5t603
52313
72 |i
51 601
52 3t3
72 |3
5l 603
52 313
72 |3
5t603
s2 313
72 tt3
5t603
52 313
72.|3
5 t.603
52313
'72 |3
5l 603
52313
72.|3
51 603
52313
72 |3
5t 603
52313
12113
25 802
261s7
36 057
0 000
0 000
0.000
0 000
00m
0 000
0 000
0.000
0 000
0 000
0.000
0 000
0 000
0 000
0 000
0 000
00m
0 000
0.000
0.000
0 000
0 000
0.000
0.000
0.000
0 000
0 000
0 000
0 000
0.000
0.000
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 009
0 0000ll6
0 0t4
0 t64
0 341
0.365
o 372
0 461
0 383
0 381
0.463
0.383
03ff
0 463
0 383
0 381
0 461
0.383
0.381
0 461
0 3t3
0 381
0 463
0 383
0.3E1
0 461
0.183
0 381
0 461
0 381
0.381
0 463
0 383
0 381
0.463
0 192
0.t91
o 2i2
Feed Line/Linear urtenances Section Areas - With lce
jt
cnt
t:
CA1
rl
WeiAht
KLes
,4F .41
T2 235 000-220 000 1 819
8.942
0 000
t9 990
t3 354
212t5
0.t27
0 000
0 481
0 t89
0 647
TI 245 000-235 000
B
C
B
I 829 0.000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0.000
0.000
0 000
0 000
0 000
0 000
lnxTower
MTS Engineeing, P.LL.C
1717 S Bo lder.4!e. Snile 300
fulsa. oK 71119
Phone: (918) 587-1630
FAX. (918) 295-0265
Job
ATS#: C1 16 - I\ilarlboro Road (Site# US-NC-5408)
Page
12 of 33
Project
245' SST/35.8321 21, -79.91 571 6
Date
'16:49:47 12115125
Client
Vertical Bridge
Oesignod by
ccoody
n
C ,41
Ir
C +/.WeEht
KI.es
IP -11
Tl 220 000-200 000
T4 200 000-180 000
T5 180 000-160 000
T6 I 60 000- I 40 000
T7
T8
T9
Tl0
Tll
Tt2
Tt3
I 805
1 787
l'767
l7{i
I 7t0
I 692
l6i8
I 6t7
I 564
l{86
IlI
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0.0m
0.0m
0 000
0 000
0 000
0 000
0.000
0 000
0 000
0 000
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
0 000
00m
0 000
0 000
0 000
0 000
0 000
59 t96
75 't24
65 488
79 t13
17 Al3
1t i75
79 529
77 446
1t 081
19 327
17.034
70767
19 102
76 517
70 406
78 848
?6 048
69 991
18 557
75 425
69 502
782t4
74.61
68.903
77 793
73.669
68 124
77.241
12 226
66 92
76 454
34 681
32 374
37 Ut
0.000
0 000
0 000
0 000
0 000
0 000
0 000
0.000
0.000
0 000
0 000
0.000
0 000
0 000
0 000
0.000
0 000
0 000
0.000
0 000
0 000
0 000
0 000
0.000
0 000
0 000
0.000
0.000
0.000
0.000
0 000
0.000
0 000
0 000
I 443
I 607
I5t2l9l4
I 665
| 60t
| 902
I 651
I 588
I 889
I 634
I 573
I 875
I 616
t557
I 859
I 595
1538
I 840
I 571
l5t6
I 818
I 542
I 490
I 792
I 504
| 456
t758
r 450
I 407
I 709
0 673
o 657
0 807
C
B
c
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
t00 000-80 000
80 000-60 000
60 000-40.000
,10 000-20 000
20 000-0 000
Feed Line Center of Pressure
fi
CP/CPT CP,
TI
r2
T]
r4
T5
T6
Tl
T8
T9't't0
TII
Tt2
TI3
-0 826
I 020
-0 3.12
-0 380
-0.397
-o 43:
-0 463
-0 456
-0 480
-0 49
-0 638
-0 666
-0 401
2.214
0 815
-3 7U
-4.814
4 949
-5 322
-5 648
-5 52t
-5.776
-5 917
-7 586
-7 889
4706
-t v)9
-o 129
-l 074
t t25
I 332
-3 059
-4]]5
-4 613
-5 012
-5 426
-5 546
-5 826
-6 058
-1 223
-7 530
-4 608
245 000-235.000
235 000-220 000
220.000-200.000
200.000-t80.000
r 80 000- r 60.000
160 000-140 000
I 40 fiXl I 20 ffXl
I 20.000- | 00.000
100 000-80 0m
80 00G60 000
60 000-40 000
40 000-20 000
20 00G.0 000
t24
214
320
4l I
434
498
546
810
870
t02
lnxTower
MTS Engineeri ng, P. L L. C
l7l7 S Ro,tldet Aw. Suite 300
Tiba- OK 711 19
Phone: (918) 587-4630
F,4X: (9lE) 295-0265
Job
ATS#: C1 '16 - Marlboro Road (Site# US-NC-5408)
Page
13 of 33
Project
245', SST/35.8321 21, -79.9'1 5716
Client
Vertical Bridge
Ds!lgned by
ccoody
^"
Shieldin Factor Ka
T]
TI
TI
TI
't2
12
T2
T2
T2
T2
I
9
l0
12
I
l
9
l0
l2
l3
l
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
o
0
0.
0
0
0.
0
0
l-5/8" Coax
Safety Line 3/8
Strob€ Cablc
Feedlinc Ladder (A0
I -5l8" Coax
l -5l8" Coax
Safcty Line 3/8
Strobe Cable
Feedl,ne t adder (Af)
Feed|ne Ladder (A0
I -5l8' Coax
235m-
240.00
235.m -
245 00
235 00 -
245 N
235 00 -
240 m
22000-
235 00
22000 -
229.U)
220.00 -
235 00
22000-
235.00
220m-
235.N
220c0-
229 {n2mm-
220 N
2fi) 00 -
220.N
200 00 -
219.00
200 00 -
209.00
200 00 -
220 $
200 00 -
220.00
200 00 -
220 00
200m-
220 00
200 00 -
219.00
180 00 -
200 00
t80 00 -
200.00
180 00 -
200.00
180 00 -
200 00
r80 00 -
200 00
t80m-
200 00
180 00 -
200.00
t80 00 -
200 00
180 00 -
200.00
0 6000
0 6000
0 6000
0 6000
0 60fi)
0 6m0
0 6000
0 6000
0 5000
0 6000
0 6m0
0 6000
0 6000
o 6{rn
o 6ano
0 6m0
0 6000
0 6000
0 6000
0 6000
0 6m0
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 5569
0 5569
0 5569
6000
6000
6000
5000
6000T3
T3
T3
T3
T3
T3
-t3
T3
T3
T4
T4
T4
't4
T4
T4
T4
'r4
T4
l-5/8'Coax
l-5l8'Coax
l -5l8' Coax
Safcty Lrne 3/8
SEobe Cable
Feedlin Ladder (A0
Fcedline trdder (A0
feedhnc Ladder (A0
| -5l8' Coax
l-5/8' Coax
l -5l8' Coax
l-5l8" Coax
Safety Line 3/8
SEobe Cable
Feedline Lldder (A0
Feedlinc Ladder (A0
Feedlinc Ladde. (Af)
6000
9
t0
t2
t3
I4
I
3
5
7
9
t0
t2
I3
t4
6000
6000
6000
6000
6000
6000
6m0
6000
6000
6000
oato
16:49:47 12115125
tnxTower
MTS Engineering, P.LL.C
l7l7 S Rot der Are, Stute 100
Tulsa OK 74119
Phone: (918) 587-4630
FAX. (91E) 295-0265
Job
ATS#: C116 - l\rarlboro Road (Site# US-NC-5408)
Page
245' SST/35.8321 21, -79.91 5716
O.la
16:49:47 12115125
Client
Vertical Bridge
De3igned by
ccoody
K,,K,
TJ
T5
T5
T5
T5
T5
T5
T5
T5
T6
T6
T6
T6
T6
T6
T6
T6
T6
T7
T1
T7
5
1
9
l0
l2
t3
t4
I
3
5
7
9
l0
l2
t3
l4
I
3
5
I -5l8' CoaJ(
l-5/8" CMr
l -5l8" Coax
l-5/t" Coax
Safety Line 3/t
Slrobe Cable
Fe€dlinc Ladder (A0
Fe€dlin€ kdder (A0
Feedline L-adder (A0
l-5/t" Coax
l-5l8" Coax
l-5/8'Coax
l'5/8' Coax
Safety l,rne 3/8
Strobe Cable
Feedline Ladder (A0
Feedline Ladder (A0
Fe€dline L-adder (A0
l-5/t" Coax
l-5/8" Coax
I-5/8' Coax
l-5/8" Coax
Safety Line 3/8
0 6m0
0 6000
0 6000
0 5000
0 6000
0 6000
0 6000
0 6(m
0 6000
0.6000
0 6000
0 6000
0 6000
0 6000
0.6000
0.6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
t60m-
t8000
t60m-
t8000
I60 00 -
I80 00
160 00 -
t80 00
t60 00 -
180 00
t60 00 -
180 00
t60 00 -
t8000
t60 00 -
t8000
t60m-
t80.00
140 00 -
I60 00
t40 00 -
160 m
t40 00 -
160.00
t40.00 -
t60 00
t40 00 -
160 00
140.00 -
160 00
140 00 -
150 00
t40.00 -
t60 00
r40 00 -
t60 00
120.00 -
140.00
120 00 -
140 m
t20m-
140 00
t20.00 -
140 00
I20.00 -
140 00
r20m-
I40 00
120 00 -
140.00
t20 00 -
140 00
120.00 -
t40 00l00m-
120 00
t00 00 -
t20.00
100 00 -
r2000
100 00 -
t20 00
0 6000
0 6000
0.6000
0.6000
0 6000
0 6000
0 5000
0 6000
0 60m
0
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0
0 6000
0 6000
0 6000
0 6000
0 6000
0
0
0
0 6000
0 6000
0 6000
0 6fix)
0 6000
tl
0
0
"t7
't7
T1
T'I
"r7
T7
T8
T8
T8
T8
7
9
l0
t2
l3
t4
I
3
5
1
srobe Cable
Feedline l,adder (Af)
Feedline Ladder (A0
Feedline Ladder (A0
l-5/8" Coax
l-5/8" Coax
l-5/8" Coai
l-5/8" Coax 0
14 of 33
Project
tttxTower
MTS Engineering, P.L.L.C
1717SBoulder:lv S e3oo
Tulsa, OK 71119
Phone 1918) 587-1630
L4X: 19lE) 295-0265
Job
ATS#: C'l 16 - Marlboro Road (Site# US-NC-5408)
Page
15 of 33
Project
245' SST/35.8321 2 1, -79.91 5716
DatG
16:49:47 12115125
Client
Vertical Bridge
s€e,nent El.r
K"K,
T8
T8
T8
T8
Tt
T9
T9
T9
T9
T9
T9
T9
T9
T9
Tl0
Tl0
Tt0
Tt0
Tt0
Tt0
T)O
Tt0
Tt0
T
Ttl
T
Tl I
Tl I
Tl I
Tl I
Tll
Tll
Tt2't t2't t2
't t2't t2
"t t2
"l t2
Tt2
Tt2
Tr3
Tl3
Tl3
Tl3
Tl3
Tt3
Tt3
Tl3
Tl3
9
l0
t2
t3
l4
I
3
5
7
9
to
t2ll
l4
I
3
7
9
l0
t2
l3
l4
I
3
5
'7
9
IO
t2
l3
l4
I
3
5'|
9
t0
t2ll
l4
I
I
7
9
l0
t2
13
t4
Safety Lrn.3/8
Strobe Cable
Feedhne t-adder (A0
Feedl,ne t.adder (Al)
Feedlrne Ladder (AI)
lcedlrne Ladder
l-5l8" Coa\
l -5l8' CMx
l-5l8" Coax
l-5/8" Coar
Safety Lme 3/8
St obe Cable
feedline Ladder (A0
Feedline Ldder (A0
Feedline L-adder (A0
l -Jl8" Coax
l-5l8' Coax
I -5l8" Coax
l -5l8" Coax
Safety Line l/8
StrotE Cahle
F€edlrne Ladder (A0
F.edlrne bdder (A0
Feedlinc l-adder lA0
l-5/8" Cmt
l-5/8" Coa\
l -5l8" Coal
l-5/8" Coax
Safety Lrne l/8
Strohe Cahle
Feedline Ladder (A0
Fcedline l-add€r (A0
Feedline ladder (A0
l-5/8" Coax
l-5/8" Coar(
l-5l8" Coax
l-5/8" Coax
Safety Line 3/t
Strobe Cable
Feedlrne Ladder (A0
Feedlinc Ladder (A0
Feedline t dder (A0
l-5/t" Coax
l-5/8" Coax
l-5/8" Coax
l-5lt" Coax
Safety Line 3/8
Slrobe Cable
feedline Ladder (A0
F€edlne l-adder (A0
100 00 -
t 20.00
t0000-
I20 00
100 00 -
I20 00
t00 00 -
120 00
I00 00 -
t20.00
80 00 - t00 00
80 m - tm.00
10.00 - 100.00
80 00 - I00 00
80 00 - 100.00
80 00 - 100 m
80 00 - 100 00
80.00 - t00 00
80.00 - t00 00
60 00 - 80.00
6000-r000
60 00 - 80.00
60 m - E0.00
6000-8000
60m-8000
6000-8000
6000-t000
6000-8000
40.00 - 60 00
40oo-6000
4000-6000
4000-6000
4000-6000
40 00 - 60.00
40 00 - 60.00
4000-6000
40.00 - 60.00
20.00 - 40.00
2000-4000
2000-4000
20 00 - 40.00
20 00 - 40.00
20.00 - 40.00
2000-4000
2000-4000
20.00 - 40 00
r0.00 - 20.00
i000-2000
10.00 - 20 00
l000-2000
l0 00 - 20.00
l0 00 - 20 00
10.00 - 20.00
1000-2000
10.00 - 20.00
0 6000
0 6000
0 6000
0 6m0
0.6000
0 60fi)
0 6000
0 6000
0 6000
0 6000
0 6000
0 6m0
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0.6000
0 tiooo
0 6000
0 5fim
0 6000
0 6ux)
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0.6000
0 6000
0 6m0
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0.6000
0 6000
0 6000
0 6000
0.6000
0 6000
0 6000
0 6000
0 6m0
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0 6000
0
0
a
6000
0
0
0
0
0
0
0
0 6m0
0 6000
0.6000
0 6000
0 6000
0 6000
0 6mo
0 6000
0 6000
0 6m0
0 6000
0
0
0
0
0 6000
0 6000
0 6000
0.6000
0 6000
0 6000
O..ignod by
ccoody
tnxTower
MTS Enginee.ing, P.LL.C
17l7 S Bo ldet.4te. Snte 300
Tulsa, OK 71119
Phone (918) 581-1630
FAX: (918) 295-0265
Job
ATS#: c l 16 - [rarlboro Road (Site# US-Nc-5408)
Paqe
16 of 33
Project
245' SST/35.8321 21, -79.9'1 5716
Dat.
16.49.47',t2115125
Client
Vertical Bridge
De3igned by
ccoody
Discrete Tower Loads
Ots.t
I-ec
ofsets:
YertIlt
fr
Ctt
Stdz
ll'etghtCu4'
Sectorl (CaAa= I 4000
Sq.in)No lce
(canier I )
Secto12(CaAa= I 4000
Sq rn)No lce
(Carfler I)
Secror3(CaAa= I ,1000
Sq rn)No lce
(Carrier l)
Seclorl (CaAa= I m00
Sq in)No Ice
(Carrier 2)
Sector2(CaAa=10000
Sq in)No Ice
(Canier 2)
Sectorl{CaAa=10000
Sq.rn)No Ic€
(Canier 3)
4 l/2" OD Dish Mounl (l )
(Camer4)
0 0,00
0.000
5 000
0 000 145 000
0 000
0.000
I 000
:45 000
4 000
0 000
0 000
0 000 :40 000
.t 000
0 000
0 000
o 000 240 000
4 000
0 000
0 000
0 000 lr
4 000
0 000
0 000
0 000 l:9 a)l)0
4 000
0 000
0 000
0 000 129 000
4 000
0 000
0 000
0 000 129 000
4 000
0 000
0 000
0 000 219 000
4 000
0 000
0 000
0 000 219 000
4 000
0 000
0 tno
0 000 : t9 000
l0 Lrghlning Rod
Top B€acon
C From Leg
B From Leg
A From Leg
B From Leg
C From I cg
A From l-cg
B from l-eg
C From Lcg
A From LeB
B From LeB
C From Leg
I 000
20t7
3 050
5 t48
27W
3 t00
3 500
4 300
I 000
20t1
3 050
5 t48
2 700
3. t00I 500
4.100
No lce
1/2" Ic€l lc€
2 lce
No lce
112" lce
l" Ice
f" Ice
No lce
ll2" lc.
t" Ice
2' lce
No Ice
l,2" lcc
1" Ice
2" lce
No lce
12" Ic€
l" Ice
2' lc€
No Ice
t/2" IcE
l'Ice
2" Ice
No lce
12" Ice
l'Ice
2" Ice
No Ice
l/2 I€c
l" Ice
2" Ice
0M0
0.M9
0 0550lt6
0 050
0 070
0 090
0 t30
9t 222
t21 527
145 8t:
t94 442
97 222
145 831
194 441
97 222
t2t 527
t45 812
t94 442
69 444
86 805
t04 t66
138 888
69144
86 805
104166
l]8 888
69.444
86 805
I04 t 66
l]8 888
69 444
86 805
t04 t66
ll8 888
69 444
86 805
t04166
l]8.88t
69 444
86.805
104 ! 66
138.888
65 138tt 413
97 708
130 278
65 t38
8l 423
91 108
130 278
65 138
8t 423
9'.1 708
130 278
46 527
58 159
69 791
93 055
46 527
58 159
69 79t
93 055
46 527
58 t59
69 791
93 055
16 527
58 159
69 79)
9l 055
46 527
58 159
69't9l
93 055
46 527
58 159
69 79t
9l 055
0 700
I 400
2 100
3 500
0 700
I 400
2 t00
.3 500
0 700
I 400
2 100
I 500
Secto13(CaAa= I 0000
Sq rn)No lce
(Canier 2)
Seclorl(CaAa=l m00
Sq.in)No lce
(Camer3)
Sector2(CaAa=10000
Sq rn)No lce
(Canier 3)
No lce
l/2" Ice
l" Ice
2" Ice
No Ice
ll2" lce
0 700
I 400
2 t00
I 500
0 700
I 400
2 100
3 500
0 700
I 400
2 100
3 500
0 700
I 400
2 t00
I 500
0 700
I 400
2 100
3 500
0 700
l 4002lm
3 J00
l" Ice
2 lce
No lce
Il2 lcel lce:'Ice
C From t.eg 0 500
0 000
0 000
0.000 :09 000 No Ice
)/2 lce
l" Ice
l'Ice
I E8l
7 20?
2 5,ll
3 211
I 881
2 207
2 543
1241
fi
0 057
oo14
0.094
0 148
tnxTower
MTS Engineering, P.LL.C
l717 S Eo ldet,4v, S le 300
Tulsa, OK 711l9
Phone: (918) 587-46t0
Ftx: (9lE) 295-0265
Job
ATS#: C116 - Marlboro Road (Site# US-NC-5408)
Page
17 of 33
Projecl
245' SST/35.832'1 21, -79.91 5716
Oate
16:49.47 12115125
Client
Vertical Bridge
Dcslgned by
ccoody
Dishes
Dtsh
TvPe
L.c
Otsets
n
3dB
tftdth
t /i ff
6' MW D,sh
lCarier.l)
I 000
0 000
0 000
No Ice
12" Ice
l" Ice
2'Ice
2a 270
29 050
29 831it 392
0 143
0 ?92
0 44t
0 ?40
209 000 6 000
Load Combinations
I
2
.l
4
5
6
7I
9
t0
II
t2
t3
t4
l5
l6
t7
l8
l9
20
2t
22
23
24
25
26
27
28
29
l0
.lt
32
l3
34
35
36
37
Dead only
1.2 Dead+l.0 Wind 0 deg - No lce
0 9 Dead+ I 0 Wind 0 deg - No Ice
I 2 Dead+l 0 Wind 30 deg - No Ice
0 9 Dead+ l 0 wind l0 deg - No lce
I 2 D€ad+ I 0 Wind 60 deg - No Ice
0 9 Dead+ l 0 Wrnd 50 de8 - No Ice
I 2 Dead+l 0 Wind 90 deg - No Ice
0 9 Dead+ I 0 Wind 90 de8 - No Ice
I 2 Dead+l 0 Wind 120 deg - No lce
0 9 Dead+l 0 W,nd 120 deg - No lce
I 2 Dead+ I 0 Wind 150 deg - No Ice
0 9 D€rd+ I 0 Wmd I 50 deg - No lce
I 2 Dead+l 0 Wlnd I80 deg - No Ice
0 9 Dead+l 0 Wind It0 deg - No lce
I 2 Dead+t 0 wmd 2t0 deg - No lce
0 9 Dead+l 0 Wind 210 deC - No lce
I 2 Dead+l 0 Wmd 240 dcg - No lcc
0 9 Dcad+ I 0 Wind 240 deg - No lce
I 2 Dead+l 0 Wrnd 270 deg - No lce
0 9 Dead+ I 0 Wind 270 deg - No lce
I 2 Dead+l 0 Wrnd 100 deC - No lce
0 9 Dead+ l 0 Wmd 300 deg - No Ice
I 2 D€ad+l 0 Wind 130 deg - No Ice
0 9 D€ad+ I 0 Wmd 330 deg - No lce
l2Dead+l 0lce+l 0Temp
I 2 Dead+l 0Wlnd0deg+l 0Ice+l 0Templ2 Dcad+ I 0Wind30deg+l 0lce.|l 0Templ2 Dead+l0Wind60deC+l 0lce+ I 0 Temp
I 2 Dead+l 0 Wind 90 deg+l 0 Icell 0 Temp
I 2 tlead+l 0 Wmd 120 deg+l 0lcslt 0 Temp
l2fread+l 0Wind l50deg+l 0Iccll 0 Temp
I 2 D€ad+l 0 Wrnd 180 deg+l 0 lcell 0 Temp
I 2 Dead+l 0 Wrnd 210 deg+l 0 lcc+l 0 Temp
1.2 D€ad+l 0 wind 240 deg+l 0lc.l't 0 Temp
I 2 Dead+ I 0 Wrnd 270 deg+l 0lccrl 0 Ternp
I 2 Dead+l 0 Wrnd 300 deg+l 0 Ice-Il 0 Temp
Ots.t
Tvpe
C Paraboload Wo FromRadom€ LEc
0 000
tnxTower
MTS Engineeing, P.L.LC
l717 S Bo, der Are. Srite 300
Tulsa. OK 71119
Phone: (9lE) 582-1630
t'AX: 19l8) 295-0265
Job
ATS#: C1 '16 - Marlboro Road (Site# US-NC-5408)
Page
18 of 33
P.oiect
245', SST/35.8321 2'1. -79.91 571 6
Date
16.49.47 12115125
Client
Vertical Bridge
O.!lgn.d by
ccoody
Conb.
3t
l9
40
4t
42
43
44
45
46
41
48
49
50
I 2 D€ad+l 0 Wrnd 330 deg+l
Dead+Wind 0 deg - Service
Dead+wind 30 deg - servrce
Dead+Wind 60 deg - service
D€ad+Wind 90 deg - Sewice
D€ad+Wrnd 120 deg - Scrvrce
Dead+Wmd 150 deg - S€rvrce
Dead+Wrnd 180 deC - Service
D€ad+wrnd 210 deg - S€rvice
Dead+Wind 240 des - servrce
D€ad+Wind 270 dec - S€ruce
D€ad+Wind 300 des - S€rvrce
0 lcc+ I 0 Temp
Dead+Wrnd ll0 - Scraicc
Maximum Member Forces
n Tvpc
Gov
Conb h*lt tiPl
TI 245 - 235
T2 215 - 220
tl 220 - 200
Ma\ Tension
Max Comprcssron
Ma\ Mx
Max My
Max Vy
Max Vx
Max Tensron
Max Compressron
Max Mx
Max My
Max Vy
Max T€nsion
Max. Cofipression
Max Mx
Max My
Max Tensrca
Max Cornpression
Max Mx
Max My
Ma]( vy
Ma\ Tension
Max. Compression
Max Mx
Max My
Mar Vy
M?u Tension
Max. Compressron
Max Mx
Ma\ My
M&\ Vy
Mal Tenson
Max. ColhpaessronMu Mr
Max My
Lec
Dragonal
Top (nn
Lec
Dra8onal
Lcg
I921
-10 545
-10.541
-5 804
-1.540
216'l
4 665
4566
-0 6034 552
0 018
0.01I
I 868-t 893
0 065
-0165
0 025
-0 001
40 134
44.217
-t0.549
-5.728
-6 244
-21o7
6 868
-6.442
-0 480
-6.422
0.023
0.009
96 38t
-105 184
44 235
t8.689
-9 232
3.523
9 324
-9 256
I 706
-9 091
1294
0 350
-t 421
-0 692
0.350
0.180
0.000
0 000
0 039
0.001
0 012
0.000
0.000
0 000
-0 026
0.000
0 000
0.000
1 657
l.l l7
2lt8
I 000
I l17
0 516
0 000
0.000
0 032
-0 011
0.021
0.000
29tl
o.7t4
4.2t0
-l 964
0774
o.341
0 000
0.0m
0.031{ 001
15
2
2
l4
2
22
20
8
2t
3l
8
6
2
26
14
26
34
l5
2
2
6
t4
4
l6
2
24
32
15
2
2
2
l4
l6
4
l6
8
-0 0M
0 00,
0 002
4 514
0 001
0 087
0 000
0 000
4 002
-0 016
0 002
0 000
0 000
0.000
0 000
0.001
0 000
0.000
-0 0t0
-0.0 t 7
-0 000
-0 83t{ 0t7
0 482
0 000
0.000
-0 ml
-0 012
0 002
0 000
0107
-0 (xx
-0 039
-1.534{ 0(N-0ltl
0 000
0 000
-0 003{ 034
Diagonal
MTS Enginee ng, P.LL.C
l7l7 S Boulder .4ve, fuite 300
fulsa, OK 71119
Phone: (9tB) 587-1630
FAX: (918) 29s-0265
Job
ATS#: C116 - l\,rarlboro Road (Site# US-NC-5408)
Page
19 of 33
Project
245' SST/35.8321 21, -79.91 5715
Data
16:49:47 '12l'15125
Client
Vertical Bridge
Oorlgned by
ccoody
Section Elaahon Got'
Conb
bpeI
T1 200 - 180
TJ t80 - 160
T6 160- 140
17 t40 - 120
T8 120 - t00
Max. vy
Max Tansion
Max Compressron
Max Mx
Max My
Max Vy
Mar Tension
Max Compression
Max Mx
Max M_l
Mar Tcnson
Max Compressrcn
Max Mx
Max My
Md T€nsion
Max Compressron
Max Mx
Max My
Mar( vy
Ma)( Tension
Ma\. Compressron
Max Mx
Max. My
Max. Vy
Ma'( Tension
Max Compressron
M&r Mx
Max My
Mat Tensrcn
Max. Compression
Max Mx
Max My
Max Vy
Max Tension
Max Compression
Max Mx
Max My
Max. Vy
Ma\ Tcnsion
Max. ComprEssion
Max Mx
Max. My
Ma,( vy
Max Tensaon
Max Compressrcn
Mar Mx
Max My
Mar Vy
Icc
I)ragonal
LeC
Dragonal
l.e8
Drasonal
I-ec
I)ragonal
l.cg
0.03t
0.009
144 045
-t57 208
-t05.201
-54 555
-9 703
3 5t6
I608
-9 423
o237
-9 156
0.037
-0 006
185 8I
-203 67 t
-151226
-80 450
-to 462
3 529
8 5t6
-8 960
| 225
-8 582
0 050
-0 005
224 303
-247 t57
-203 691
-r03 555
-r I t9l
-3.65t
8 651
-8.879
0 244
-8.803
0 055
0 003
260 668
-288.9t7
-247 179
-8 837
-12 33r
-3 97t
I927
-9.058
-8 964
0.062
0.002
295 932
^130 t85
-288 94t
-10.560
-t 3 612
-4 405
9 679
-9.485
0 257
-9 352
0 078
0.010
0 000
2 991
0 846
5.368
2 437
0.845
2.437
0.000
0.000
0.038
-0 006
0.038
0 000
3 289
0 t53
5 670
2.545
0.853
0lt4
0.000
0.000
0.058
-0 012
0 057
0.000
3 638
0.885
6.059
2.7 t2
0 885
-0.003
00m
0 000
0.ot2
-0 006
o.072
0.000
I 953
o.991
6 558
-0.009
0 997
-0 003
0.000
0.000
0 088
0.002
0 088
0 000
50t I
0.2t3
7143
0.004
0213
-0 00t
0.000
0 000
0 t2t
0 005
0 l2l
0 003
0 000
0 078
o o22
0 l7l
-2 07t
o o22
-2 071
0.000
0 000
0 004
o 027
0 004
0 000
0 073
0 017
0 t65
-2 t03
00t7
-0 310
0.000
0 000
0 004
0.023
-0 006
0 000
0 068
0 016
0 t39ltbt
0 016
0.171
0 000
0.000
4 007
-0.0t7
-0 007
0.000
0 061
002t
0 122
2.200
0 021
0.498
0 000
0 000
{.009
-0.0 r3
-0 009
0.000
0 069
0 0070 6
2 487
0 007
0 200
0 000
0 000
4012
-0 0t3
-0 0t2
32
8ti
2
2
l4
2
l4
t6
16
32
20
32
20
t5
2
2
l4
2
l4
l6
l6
20
34
20
t5
2
2
t4
2
24
l6
l6
l6
34
t6ti
2
2
24
2
24
l6
l6
34
I6
34
27
l5
2
2
24
l6
t6
i4
34
Dragonal
tnxTower
MTS Engineering, P.LL.C
l7l7 S Bot der.1t.. Sute 300
Tulsa. OK 74119
Phone: (9tB) 587-a610
tAx t9t8) 295-0265
Job
ATS#: C116 - Marlboro Road (Site# US-NC-5a08)
Page
20 of 33
Project
245' SST/35.8321 21. -79.91 57'16
D.to
16.49:47 12115125
Client
Vertical Bridge
Deslgn6d by
ccoody
SecnM Elaarioh
T!p.n
't9 100 - 80
TIO 80-60
Tl l 60 - .10
'|2 40-20
Lcg
Drasonal
lcc
Dragonal
l.eg
I)ugonal
Horl7ontal
lnncr Bracing
l.es
Ma\ Tension
Max Compression
Max Mx
Max My
Max Vy
Max Tensrcn
Max. Compression
Max Mx
Mai My
Max Tension
Max Compression
Max Mx
Ma\ My
Max Vy
Ma\ Tensrcn
Max Comprcssmn
Max Mx
Max. My
Max Vy
Max Tmsron
Ma)(. Compression
Max My
Max Vy
Max Tension
Max Conpression
Max Mx
Max My
Ma\. Vy
Ma\ T.nsion
Man Comprcssion
Max Mx
Max Compressron
Max Mx
Max My
Max. Vy
Max Tension
MLr ComprEsslon
Max Mx
M&\ My
Mar(. Vy
Ma\ Tension
Max Compressrcn
Ma\ Mx
Max My
Max VY
Max My
33
t5
2
2
24
l6
I6
)4
33v
35
l5
2
2
24
2
24
I6
t5
34
34
34
34
t5
2
2
24
2
t7
3
14
27v
2l
2
t5
33
l4
33
27
I
33
26
2
26
l5
2
2
24
2
24
t7
l6
14
27
34
27
-0.003
330 354
-310 897
-330 207
-12512
-14 9304 837
t0 n0
-9 955
o 21A
-0 710
0 084
-0 003
i64 t63
4l | .a11
-3to 925
-t4 515
-t5.687
-5.610
t0172
-10 847
o 463
0 606
0.097
-0 004
391 110
452 412
452 3U
-t6 900
-16.5t 2
-5.677
t2.168
-12392
1.605
0 081
-0.100
0 002
t.875
-r 814
0.165
o 152
0 t02
-0 002
0.000
-0 010
-0.009{ 005
0.M9
0 000
428.588
-491.371
491 342
-t9 458-fi 466
-5 685
12 r86
-12 250
r 755
0.293
0.lM
0 002
0.000
4.691
I 233
7.0t8
0.016
| 233
0.006
0 000
0 0000l4t
0 t35
0.14t
0.000
5.230
0 926
8 668
0 034
o 926
-0 012
00m
0 000
0 180
0.175
0.t 80
0 000
6.8554 627
-8.889
0 0544 627
-0 012
0 000
0 000
o.271
0.000
0 000
0 000
-0 068
-0 049
-0 190
-0 055
{).190
-.0 190
0 000
0 000
-0 ll7
0 000
0.000
0 000
6.521
0.220
-r 520
0 042
o.220
-0.003
0 000
0 000o.2*
0 000
0 000
0 000
0.000
0 054
0 021
0 095
2 407
0 023
0 654
0 000
0 000
-0.0t3
-0 014
-00tJ
0 000
0 049
0.034
0 t05
3 0?6
0 034
I 094
0 000
0 000
0 016
-0 017
0.0t6
0 000
0 06t
0 014
-0.063
I 902
0 0t4
0 471
0.000
0 000
0 000
0 007
0 000
0 000
0 001
0 002
0.003
0 006
0 003
0 004
0 000
0 000
0.000
4m0
0.000
0 000
0 053
0017
-0 054
I lt3
0 017
0 683
0 000
0 000
0 000
0 007
0 000
0 000
Dragonal
tnxTower
Gor.
Conb.
Art! Molot Ax's Mnot.4xtsVonent Modent
K hp-li ktp-lt
tnxTower
MTS Engineeine, P.LL.C
l7l7 S Rorldet Aye. Sute 300
fdsa. OK 71119
Phon?: (918) 587"1630
FAX: (918) 295-0265
Job
ATS#: C1 '16 - Marlboro Road (Site# US-NC-5408)
Page
21 of 33
Project
245', SST/35.832 1 2 1, -79.91 5716
Dala
16:49:47 12115125
Client
Vertical Bridge
Or.ignod by
ccoody
Section Elevr,on
TvPe
Gd.
ttD-lt tto-fiK
Ji
TI]20-0
1.7t9
-11s1
-0 036
0 700
-0 105
-0 002
0 000
-0 010
-0 009
-0 005
0 050
0 000
458 48t
-528 850
-528 817
-22 071
-t8 095
-5 689
1212A
-t2 522
2u9
0 889
-o t03
-0.002
I 948
-t 850
-0 t07
0 760
0 124
0.003
0 000
-0 0t0
-0 0t0
-0.007
0 048
0.000
-0 079
-0 0i7
-0 2u
-0 066
-0 208
-0 208
0.000
0 0004 t29
0 000
0 000
0.000
6 980
0 000
-9 055
0.040
0 000
0 040
0 000
0 000
0 3t3
00m
0 000
0 000-0 6
-0 0804 287
-0 092
4 287
-0.285
0 000
0.000
-0 133
0.000
0.000
0.000
0 001
0 002
0 00t
0 005
0 004
0 00{
0.000
0 000
0 000{ 000
0 000
0 000
0 057
-0 000
-0 065
3 528
-0 000
3 528
0 000
0 000
0 000
0 007
0 000
0 000
0 001
0 003
0 006
0 008
0 006
0 008
0 000
0 000
0 000{ 000
0 000
0 000
lloflzontal
lnner Bracrng
Diasonal
IloflTonlal
Inner Brac,ng
Max Tension
Max Compression
Max Mx
Moi My
Max Tension
Mar Compression
Max Mx
Max My
Max Vy
Max. vx
Mar Tensron
Ma\ Compression
Ma\ Mx
Ma)r My
Max TensDn
Max Cohpressron
Max Mx
Ma\ My
Max Tenflon
Max Compression
Max Mx
Max My
Ma\ Tensnn
Ma\. Compress,on
Ma\ Mx
Max My
2
l5
27
l4
3l
27
I
33
26
2
26
2
l5
2
2
24
2
t7
t6
27
27
27
27
2
l5
27
t4
27
33
I
29
35
2
35
2
Les
Maximum Reactions
Gov.
Comb.
I
Leg c
Lcs B
Max H.
Max H,
Min H,
M'n tl,
Max tl.
Max. H,
Min. H\
Min H,
Ma\ H.
Max H.
504 4 t9
504 419
-402.650
442 334
-442.334
s04 419
501 630
-430 604
-387 9t0
-430 6M
50t.630
sol 630
52t 730
l7 485
52t 730
32 085
32 085
-25.61t
-29 290
-29 290
32 085
-32.O21
287&
24 927
28 7&
-32.O21
-32 021
-0. t05
4 7a2
-0 t05
-18.514
-18 5t4
17.@7
t6 906
t 6.906
-t 8.5t4
-t8.343
l6 431
t7.u7
t6 431
-18 343
- t8 343
38 861
0 741
l8 863
l8
t8
5
7
7
l8
l0
23
25
23
l0
l0
2
2l
2
Leg A
lnxTower
MTS Engineering, P.LL.C
1717 S Boulder A)e. S ite 300
Tulsa. OK 7al 19
Phone: (918) 587-1630
FAX: (918) 295-0265
Job
ATS#: C'l 16 - Madboro Road (Site# US-NC-5408)
Page
22 oi 33
Project
245', SST/35.832'1 21, -79.91 57 1 6
Oate
16:49.47 12115125
Client
Vertical Bridge
Oe3ignod by
ccoody
Got
Comb
,(K
Mrn H.
Mrn tl,
I5
9ti
-457lt4
26119
-457 I I.t
0.t34
-4 873
0B4
-35 234
I 235
-.15 234
Tower Mast Reaction Summ
Owtmlhg
tto-fi hD-11
Dcad Only
I 2 Dead+l 0Wrnd 0 deg- No
Ice
0 9 Dead+l 0 Wrnd 0 deg - No
I 2 Dead+ I 0 Wrnd .10 de8 - No
lce
0 9 Dead+ I 0 Wmd .10 dee - No
Ice
I 2 Dead+l 0Wmd 60 deg - No
lce
0 9 Dead+ | 0 wind 60 dec - No
l2 Dead+l 0 Wrnd m deg- No
lce
0 9 Dead+ I 0 Wind 90 deg - No
Ice
I 2 Dead+l 0 wmd 120 dec -
No lce
0 9 Dead+ I 0 Wmd 120 deg -
No lce
I 2 Dead+l 0 Wind 150 deg -
No Ice
0 9 Dead+l 0Wmd I50 deC -
No lce
I 2 Dead+Lo Wind 160 deg -
No lce
0.9 Dead+ I .0 Wind I t0 de8 -
No lce
I 2 Dead+ I 0 Wind 210 deg -
No lce
0 9 Dead+ L0 Wind 210 deg -
No lce
1.2 Dead+ 1.0 Wind 240 deg "
0 9 Dead+l 0 Wind 240 deC -
No lce
I 2 Dead+ L0 Wind 270 dec -
No lce
0 9 D€ad+ I 0 wind 270 deg -
No lce
I 2 Dead+l 0 Wind 300 deC -
No lce
0 9 D€ad+].0 Wind 300 de8 -
No Ice
I 2 Dead+ I 0 wind 330 dec -
No lce
0 9 Dead+I.0 Wrnd 310 deg -
60 u6
72 t76
54.582
72.776
54.582
?2716
v.582
72176
54 582
72116
54 5E2
12.776
54.582
72716
54.5t2
72776
54.582
72776
s4 582
72.776
54 5E2
72716
54.582
72.776
54 582
-0.000
1235
1235
3t 472
3r 47t
50 616
50.637
58.109
51 107
54.282
54.280
30.233
30232
-0.158
-0.158
-30.631
-30.632
-51.860
-53.859
-57.669
-57 667
49178
49.119
-30.252
.30.2s2
0 000
{5 480
45 478
-52990
-52989
-29 235
-29 235
-0 760
-0 760
29 914
29.913
52 381
52 rt6
60 901
60 902
52966
52.965
3 t.0
31 095
0.046
0.046
-28 557
-28 558
-52 376
-5).315
4 909-9 0 431
4793 565
-8052 934
-8$9 257
4490 783
-44t4 075
-154 394
-155 589
4430 914
uzt t14
7934 989
7918 632
9283 865
9265.535
8060 086
t043.460
46 .76t
467 t.502
I5.350
13.805
4346 n4
-4319.157
-7920.583
-1907 187
I 527
-258 282
-258 207
4t36 l5l
4827 516
-7786 73s
-7772 991
-8879 412
-8863 r l?
-8t82 658
-8t67.762
4513.071
4564.922
35 08?
34.556
4662.684
465i.424
8 t 00.594
8084.936
1790 43 t
t?13 394
7ffi.641
't592.337
458r.141
4572.i4
0 000
-2.399
-2 392
7 071
7 068
0 249
0 236
-6 385
-6 405
I 106
3.0t6
t2y|
t2.312
4 698
4.691
4 252
4.250
{.250
4.236
3 56t
I 5t7
-5.402
-5.382
-123/-7
-12 332
tnxTower
MTS Engineering, P.L.L.C
I717S Ro det Aw. Sute 300
Tulsa, OK 74119
Plbne (918) 587-4630
FAX: (9)8) 295-0265
Job
ATS#: C'l'16 - Marlboro Road (Site# US-NC-5408)
Page
23 of 33
Project
245', SST/35.8321 2'1, -79.91 571 6
Date
164947 12115125
Client
Vertical Bridge Oesign6d by
ccoody
Sheor,( ,erlwning Ov ummE
ttp-ft
No lce
I 2 Dead+l 0lce-fl oIemp
I 2 D.ad+l owmd0deg+l 0
lce+l 0 T€mp
I 2 Dead+l 0 Wrnd 30 deg+l 0
Ic.l I 0 Temp
I 2 Dead+l 0 Wind 60 deC+l 0
Icc| I 0 Temp
I 2 Dead+l 0 Wind m de8+l 0
Icefl 0 Temp
l2 D€3fll 0Wind 120
de8+l 0Ice+l 0Temp
I 2 Dead+l owind 150
de8+l 0Icqll 0 Temp
I 2 Dmd+l 0whd 180
dc8+l 0lcel-l 0 Temp
I 2 Dea&+ I 0 Wind 210
d.g+l 0 Iccr I 0 Temp
| 2 Dead+ L0 Wlnd 240
deg+l 0lcsll 0 Temp
I 2 Dead+l 0 Wmd 270
de8+l 0Iccfl 0Temp
I 2 Dead+l 0 wrnd 300
deg+ I 0 lcer l .0 Temp
I 2 Dead+l 0 Wrnd 310
de8+l 0lce+l0Temp
Dead+Wand 0deg- Service
Dead+Wind 30 dcC - S€rvice
Dcad+Wind 60 deg - Service
Dead+Wind 90 deg - Service
Dead+Wind I 20 deg - S.rvic€
Dead+Wind 150 dcg - S€rvice
D€ad+Wind 180 d€g - Servtce
D€ad+Wind 210 deg - Service
Dead+Wind 240 deg - S€rvtce
Dead+wind 270 deg - S€rvice
D<ad+Wind 3m deg - Servrce
Dead+Wind 330 dec - Service
190 462
190 462
0 001
o097
-0 00t
-7 761
l5 27t
-t216 466
r0 t99
- 10 l6l
0 000
-o 709
l90,16l
t90.t6l
t90 462
t90 461
t90,t6l
I90 46:
I90 461
190 462
t90.t62
t90 462
190 462
&46
60 646
50 6,t6
60 6466 646
@ 646
60 646
60 646fi 646
60 646$ 646fi 646
3 813
6131
7 271
6 553
3 7t6
-0 0t2
-3'.t11
-6 518
-t 236
-6 268
-3 718
0 354
9 034
l4 536
l6 680
t5 58r
8 678
-0 045
-8 793
- 15 460
-16 5J4
- l.r 289
-t 684
-6 485
-l657
-0 060
3 671
6.118
7 481
6181
0 00.1
-3 601
-6 .118
-1022 829
-574 091
I886
i95 010
1044 160
t 2l4 563
t053 9l?
6l 5 0,10
l6 5t2
-562 62-l
-1012 48r
-60173.1
- t0 t0 89.t
-1158 504
-t0l.r.t2J
-582 805
Il,l08
6l I 0ll
1048740
I I72 52,1
t0l7 858
604 591
- t 0.12
-0 8-18
-o 427
-0 139
0 251
0 890
l26i
0 848
-t8 795
-t 5.210
-8 392
-0.218
8 587
l5 018
17.482
15.2U
I926
0.013
-8 198
-15 034
-2809 130
-2305 323
-1284.200
-40 952
1273 472
2277 932
2664 800
2313 772
1315 361
77IL
-t212 760
-2267 371
-73 007
-1385.29r
-2231 327
-2544 428
-2344104
- t309 994
11 087
13i7.732
2323 208
2520 939
2t8t 72l
t314.236
-0 685
2 042
0 069
-l 849
0 886
3 554
| 341
-t 23i
-0 069
I 019-l 546
-3 55.1
Solution Summ
K
Su,I of Apptied Forces
PY
K
PZ
,(K K
PZ
K
I
2
3
4
5
6
1
8
9
l0lt
t2
l_l
t4
0 000
l 235
I 235
31.473
31473
50 640
50 640
58 lll58 l
54 2U
54 2U
30 234
30 234
-0 t58
-60 646
-72776
-54 s82
-72776
-54 5a2
-72176
-54 5r2
-72776
-54 582
-12776
-54 5t2
-t2.716
-54 582
-'t2 ?16
0 000
45.4t2
-65.482
-52 992
-52992
-29.2i7
-29 23?
-0.760
-0 760
29.91s
2991s
52 389
52189
60 906
0 000
-l 235
-r 235-)t 412
-3t 471
-50.636
-50 53?
-5r | 09
-58 107
-54.282
-54 2t0
-30 2.]3
-30 232
0 t58
60 646
72',176
54 J82
72776
54 582
'12776
54 582
72 t76
54 582
72776
J4 5r2
72776
s4 582
72716
{ 000
65.480
65.478
52E)O
52 9t9
29 235
29.235
0 760
0 76tl
-29.9t4
-29 913
-52 381
-52.386
-60 mt
0 20.t
-0 042
-o 152
3 76)
0 000./,
0 003%
o u)6yo
0 N20/,
0 005%
0 005./0
0 005%
o 0020/o
0 ty)so/o
0.0030/.
0 Nso/,
0 N2Vo
0 005%
o 0o5yr
tnxTower
MTS Engineefing, P.LL.C
I 71 7 S Bo,lder -{re S e300
Tuln OK 71119
Phone: (918) 587-4630
F,4X: (918) 295-0265
Job
ATS#: C116 - Marlboro Road (Site# US-NC-5408)
Page
24 of 33
Project
245'. SST/35.832121, -79.91 57 16
Date
'16:49:47 '12115125
C Iient
Vertical Bridge
OG!igned by
ccoody
Su,ll olApplrcd Forces
K K
PZx K K
PZ
K
% Eto,
l5
l6
l7
l8
l9
20
21
22
23
24
25
l6
27
28
29
l0ll
32
33
34
l5
36
-0.158
-30 634
-10 634
-53 t62
-53 862
-57 671
-57 6'tI
49 7a2
49782
-30 253
-30 253
0 000
0 097
3.813
6.334
7.212
6 553
3 7t6
4 012
-3 747
-6 519
-t 237
4 264
-3 718
0 354
9 034
t4531
t6 68t
t5 582
8.679
-0 045
-8.794
-15 45t
-16 555
-14 290
-8.684
-54 5t2
-72776
-54 582
-72776
-51 582
-12176
-54 582
-72776
-54 582
-t2776
-54 582
-t90 462
-t90 4o.
-t90 462
-190 462
-t90 462
-190 462
-t90 462
- t90 461
-t90 462
-190 462-1 462
-190 4a
-190 462
-60 646
-60 646
-60 646
-60 646
-60 646
40 646
-60 646
-60 646
-60 646
-60 646
-60 645
-60 646
60.906
52.968
52.968
31.098
31 098
0 046
0.M6
-28 559
-28 559
-s237A
-52.378
0 000
-7 762
-6 485
-3 651
-o 060
3 671
6 439
1 482
6 4t3
3.764
0 004
-3 6/.J4
5 438
-18791
-15.2t2
-8 393
-0.2t8
8 587
t5.039
t7.483
l5 205
8.927
0.01.1
-8 198
-15.035
0 158
30 6ll
30 612
53 860
53 859
57 669
57 667
49 178
49 719
30 252
30 252
-0 001
-0 097
-3 813
4 334
-1 21t
-6 553
-3 7t6
0 0t:
3147
6 518
7 236
6 268
3 7tt
-0 354
-9 034
-14 536
-16 680
-15.58t
-8 678
0 045
r.793
| 5 .160
l6 554
t4 289
8 684
54 5E2
12776
54 582
72776
54 582
72176
54 582
72176
54 582
72776
54 582t 4621 462
t90 462
190 462
190 462
t 90 462tq 462
t90 462
tm 462
t 90 462
lm 462tn 462
190.462
60 646
60 646
60 646
60 646
60 646
60 646
60 646
60 646
60 546
60.646
60 646
60 646
-60 m2
-52 966
-52 965
-3t 0
-3 t 095
-o 046
-0 046
2t 557
28.558
52376
52 3',t5
0 001
7 76t
6 485
3 657
0 060
-3 671
-6 438
-7 481
-6 483
-3 763
-0 004
3 504
6 43t
I8 795
15.210
8 392
0 218
-8 587
-15.038
-17 482
- 15 204
-8 926
-0.013
8 198
15 034
17It
39
40
4I
42
4l
44
.15
46
!7
48
49
50
Non-Linear Conve ence Results
I
2
3
4
6
7
8
9
l0ll
12
13
l4
l5
Yes 6
:3
l2
l3
t2
l2
t2ll
t2
l3
t2
l3
t2
t2
t2
0 00000001
0 00003276
0 0000576t
0 00003073
0 000053t8
0 00006746
0 00004918
0 00001071
0 00005313
0 00003262
0 00005736
0 00001079
0 00005332
0 00006733
0 00004q)6
0 0000000t
0 00007536
0 00012678
0 00007095
0 000t lTll
0 00014868
0 000108t4
0 00007095
0 00011729
0 0m07508
0.0001261?
0 0fin7106
0 000t 1760
0 0001482E
0.00010t50
0.00570
0 0020/o
0 005%
o N30/o
0 005%
0 $20/o
0 005%
0 005%
0 m50/o
o 0020/0
0 005%
0.001%
0 000%
o uJt/.
o ogf/o
0 00070
0 000%
0 000%
0 000%
0 000%
0.000%
0 000%
0 0000/"
0 m0%
0 002%
0 $2%
o @2%
o $2yo
o N2%
0 002vo
ow20/o
o 002./0
o tn20/o
o.0t)20/o
0 0020/r
0 N20/.
tnxTower
M TS E ngineering, P. L L- C
l7l7 S Ro der,!ye. Stutte 300
Tulsa, OK 74119
Phone (918) 587-4630
FAX: (918) 295-026s
Job
ATS#: C115 - Marlboro Road (Site# US-NC-5408)
Page
25 of 33
Project
245', SST/35.6321 21. -79.9't 5716
Data
16:49:47 121'15125
Cliont
Vertical Bridge
Designed by
ccoody
t6
t7
l8
l9
20
2l
22
23
25
16
27
28
29
30]I
32
33
J4l5
l6
37
l8
l9
40
41
42
43
44
45
46
41
48
49
50
4
4I
4
4
tl
t2
l3
t2
l3
t2
t2
t2I]
t2
6
t4
t4
t4
t4
l4
t4
t4
t2
t2
l2
t2
t2
t2
t2
t2
t2
tz
t2
t2
0 m003083
0.00005340
0 00003265
0 0,0005743
0 00000mt
0 00005115
0 00006751
0 0m04923
0 00003078
0.00005332
0 00000001
0 00000001
0 0000000 r
0 0000000 r
0 fim0ofi)l
0 0000000t
0 0m00001
0 00fi)0mt
0 0000000r
0 00000001
0 00000001
0 0000000 t
0 00000001
0 00000001
0 0000000 t
0 0000000r
0 0000000t
0 00000001
0 00000001
0 00000001
0 0000000r
0 00000001
0 00000001
0 00000001
0 00000001
0 00007 t t7
0 0001I7E0
0 000075 | ?
0.000t2634
0 000071l7
0 000t t776
0 00014874
0 0m 10E93
0 00007106
0 000t 1759
0 000041l8
0 00007052
0 0fi)05954
0 00006868
0.00006883
0 000070t 8
0 00007044
0 00007121
0 00007t60
0 0m07t47
0 00006984
0 0(m06904
0 00006934
0 00012939
0 00012694
0 un12472
0 0001269.1
0 000 t 2920
0 000 t2689
0 000t2458
0 000 t 2709
0 000t2933
0 0001 2704
0 000t2460
0 000t26E5
Maximum Tower Deflections - Service Wind
Gor'.
Conb./i
TI't2
T3
T4
T5
T6
T7
T8
T9
Tt0
T
Tl2
Tl3
11587
t0 673
9 297
7 549
6 062
4 748
3 621
2.662
I 86!
I t99
0 689
0 33t0 0
245 - 235
235 - 220
220 - 200
200-t80
180 - t60
I60 - r40
140 - 120
120 - r00
lm-80
t0-60
60-40
40-20
20-0
39
39
39
39
39
19
l9
39
l9
39
39
39
39
0 415
o 417
0 402
0 365
0 319
0 272
o 229
0 t90
0 t54
0lt8
0 086
0 057
0 027
i icriticalDeflectionsandRadusofcuryatureServce Wi n d
0.t340 4
0.08t
0 050
0 028
0 0r7
0 009
0.007
0.006
0 004
0 003
0 002
0 001
MTS Engineering, P.LL.C
l7l7S Bo detAee S e300
Tulsa, OK 74119
Phone: (918)587-4630
FAX: (9tE) 295-0265
Job
ATS#: C'116 - Marlboro Road (Site# US-NC-5408)
Page
26 of 33
Project
245', SST/35.832121. -79.91 571 6
O.te
16.49.47 12115125
client
Vertical Bridge
Dellgned by
ccoody
fl
Gor'-
Conb
245 000
240 000
229 000
219 000
209 000
I 0 L€htning Rod
Sector I (CaAa= 14000 Sq in)No lce
Sector I (CaAa= l0o0o Sq in)No Ice
Sectorl (CaAa=l moo Sq in)No lce
6' MW Dish
I1.587ll l3l
l0 l19
9 208
8 316
0 415
o 417
0 413
04m
0 381
1.16.15E
1.16.158
125157
27111
27209
0 134
0 1240l0l
0 079
0 062
Maximum Tower Deflections - Desi n Wind
li
Gov.
Conb-
nlt
40 y2
3t 337
32 5t9
26 539
2t t94
t6 597
t2 657
9 302
6.503
4 188
2 401
r 180
0184
| 45514&
I 407
1 277
r.l l4
0 950
o 799
0 663
0 540
0 414
0l0l
0 t98
0 093
0 468
0 401
0.2t5
0 I75
0.099
0 059
0.034
0 023
0 0t9
0 015
00lt
0 007
0 004
245 - 235
21s - 220
220 - 200
200-t80
tE0- 160
t60 - r40
140- 120
r20 - 100
t00 - E0
80-60
60-40
40-20
20-0
2
2
2
2
1
2
2
2
2
2
2
2
2
Critical Deflections and Radius of Curvature - Desi n Wind
t]
Tlt
lt
245 000
240 000
229 000
219 000
209 000
l0 Lightning Rod
S€ctor I (CaAa= 14000 Sq in)No Ice
sector I (CaAa= 10000 Sq in)No Ice
Secorl (CaAa- 10000 Sq in)No lc€
6' MW Drsh
0 468
0 416
0154
0 278
0 218
42604
426M
36750
7834
7853
2 40.542
l8 941
35198
32 205
29 t54
1 4i5
I .160
1 441
I .101
I 311
Bolt Des n Data
23t
Diagonal
Top Gin
Leg
Al25X
A325X
A.r25N
0.625
0 625
0.750
4.65
1.868
1.486
9 59t
9.598
30.101
Member Block
shear
M€mber Block
shear
Boh Tensron
tt
T)pe
Bolr oI
Bol s
K K
Boh St:.
TI
6
o oru y'
o ,", y'
ooqn y'
lnxTower
39
]9
39
t9
39
TI
T2
T3
T.t
T5
T6
T7
T8
T9
Tl0
Tlt
Tt2
TI3
2.r5
I2
tnxTower
MTS Enginee ng, P.L.L.C
l7l7 S Boulder ,4!e. Suite 300
Tulsa, OK 74) 19
Phone: (918) 587-4630
FAX (9t8) 295-026s
Job
ATS#: C116 - Marlboro Road (Site# US-NC-5408)
Page
27 of 33
Project
24s'SST/35.832121, -79.9'r 57'r 6
Drte
16:49:47 '12115125
Client Ooligned by
ccoody
Dpe
/1
Bolt Bolt Si:c oI
Roht
K K
T3
T4
T5
T6
T7
T8
T9
Tl0
T
Tt2
TI3
6
6
6
6
220
200
180
t60
t40
t20
t00
80
60
Dragonal
Lcg
Diagonal
Lcg
Dia8onal
Lcg
Diagonal
Lcg
DiaBonal
Lcg
Dragonal
Leg
Diasonal
Lc8
Diagond
Leg
Diagonal
Leg
Diagonal
Horizontd
Lcg
DiaSonal
Horizontal
Leg
Diagonal
Honzontal
4325X
4325N
4325X
A]25N
Al25X
A32JN
A325X
4325N
A325X
4325N
A125X
A]25N
A325X
4325N
A325X
A]25N
A_125X
A]2SN
A325X
4325X
A]25N
A.325X
AJ25X
4325N
4325X
4325X
0.625
0 750
0.525
0 750
o 625
I 000
o 625
1.000
o 625
I 000
o 625
| 250
0.625
I 250
0.625
L250
o 625
I 250
0.625
0.625
r 250
o 625
0.625
t.2so
0 625
0.62s
6.868
6 6E8
9.324
t6 062
8 608
24 006
E.5 t6
30.970
8 65t
37 382
8 927
43 442
9.6't9
49 319
t0.I l0
55.056
l0 E47
60.691
12. t68
7.842
66.t92
12 t86
8.517
7 t .428
\2 22t
9.166
9 598
30 l0l
,0 740
30 t0l
r0 ?40
54 517
r3 025
54 517
t3 02s
54 517
r3 025
81 220
14 168
87 220
t4 168
87.220
t7 257
81 220
26 051
21.480
81.220
26 05t
21 480
81 220
26 051
26 051
0 56t
0 664
0.686
0 685
0
0
0.7t6
0.222
0 868
0 534
0 801
4,t0
654
Member Block
Shear
Boll Tensron
Member Block
Shear
Boh Tensrcn
Member Block
Shear
BoltTension
Member Block
Shear
Boh Tensron
MemberBlock
Shear
BoltTension
Memb€r BIock
Boh Tensron
Member BIoct
Shear
Membcr Block
Shear
Boll Tension
0198
0 683
56i0
0 714
0 6ll
o 629
0 696
o 167
Bolr Shear
Bok Tension
{0
0 365
0 ?59
0 468
0.396
0.8t9
0 469
0 352
Member Block
Shear
MemberBlo{k
Shear
Boh Tensron
Member Block
Shear
Member Block
Shear
Boll Tension
Member Block
Shear
M€mberBIo{k
Shear
Checks
n Data Com ression
Vertical Bridge
6
I
:0
tnxTower
MTS Engineering, P. L L.C
l7l7 S Boulder.4v. Sutte 300
Tulsa, OK 74119
Plrcne: (918) 587-a6t0
Fltx: (9lE) 295-0265
Job
ATS#: C116 - Marlboro Road (Site# US-NC-5408)
Page
28 of 33
Proiect
245', SST/35.83212'1, -79.91 571 6
Oata
16:49:47 12115125
Client
Vertical Bridge
Oeslgnod by
ccoody
Section Elel'ation
n
Sr:e l.
llt
1
K I
TI
'12
T3
T4
T5
T5
T7
T8
T9
Tl0
Tl I
Tl2
Tl3
1 314
2
2tD
2 3/4
3
3v4
3ln
3 314
3 314
4
4v4
4U4
4tn
10.009
15.0t4
20.019
20.019
20 0t9
20.019
20 019
20.019
20 019
20 019
20 019
20.019
20.019
4 504
4671
4.754
4754
4 754
4't54
4154
4754
41'4
4 754
4754
4.754
4?54
121 S
K=l m
lt2t
K=1.00
9l.l
K=l 00
830
K=t.00
't6.1
K=l 00
'to z
K=l 00
652
K=l t/J
60.9
K=l m
609
K= L00
51 I
K=l 0o
531
K=l 0O
537
K=l 00
50.7
K=l 0o
2 405
3 t42
4m9
5940
7 069
8 296
9 621
ll 045
045
t2 56
14 t86
14. t 86
t 5.904
0t75j
0677'
o8t8l
0 935 1
0950'
0928r
0893'
08561
0 963 1
09 l
o 854r
o 93o l
0 874 1
-6 241
-3r 182
-98 225
-l5 t I l7
-197 904
-24t 504
-2831t4
-324 479
-365 236
4M 247
441712
-480 908
-51 8 530
35.601
56 40r
I 20. | 08
l5l 540
208.341
261) 312
it7 273
379 106
379 tO6
445117
517 034
517 034
i91.004
I r,, / dP,, controls
Diagonal Design Data (Compression)
.t
S,--e
ltl
L Kl/r ,1
K
TI
-12
T3
T4
T5
T6
"r7
Tt
245 - 235
235 - 220
220 - 200
200 - t80
180 - t60
t60 - t40
t40 - 120
t20 - t00
Ll 3t4xl 311\3116
Ll 3/4xl 3l4x3ll6
L2rt2rt3/16
L2't2r,3ll6
A lnv2ll2:t3tl6
L2lDt2lD\3116
L2llb2l2x3/16
L3x3x3/16
5 485
7 415
8.697
9 9A7
I1.329
12106
14 t08
r5.529
3 258
3.723
4.330
496/,
5 625
6 303
6 994
1 694
4 566
-6 442
-8 575
-7 98t
-7.986
-8.261
-8 6E0
-9 3U
l3 7t5
t 0.s06
I L765
r 95t
13.885
I l.0s?
r 98t
t 3.000
lll9
K=l 0O
130 I
K=l 00
lll 9
K=l 00
l51 2
K=r 00
136.4
K=l.m
ls2 8
K=l 0o
t69 6
K=l 00
ts4.9
K=l 0o
0 621
0 621
0 715
0 715
o.902
0 902
0.902
I 090
0 333 |
o6l]'
07291
089?l
o.5?5 )r'0748'r'
o961|
o i221
245 - 235
235 - 220
220 -204
200- t80
180 - t60
t50 - t40
140- t20
120 - 100
100 - 80
80-60
60-40
40-20
20-o
tnxTower
MTS Engiaeeing, P.LLC
1717 S Ro det Av. SNte 300
Tulsa, OK 71119
Phone: 19l8) 587-4630
FAx: (9lE) 295-026s
Job
ATS#: C116 - Madboro Road (Site# US-NC-540E)
Page
29 of 33
Project
245', SST/35.832121. -79.91 571 6
Data
'16:49:47 12115125
Client
Vertical Bridge
Oerlgned by
ccoody
L
n
L KIh
KI
,1
T9
Tt0
Tt I
Tt2
Tl3
t00 - 80
80-60
60-40
40-20
20-0
ux3x3n 6
L3x3xl/4
zLZ ll2x2 ll2xill6xil8
ai/Ii > 0 7s(KLh)o - 267
2L2 lnx2ll2x3ll6xil8
a/ri>07s(Kl/r)o-306
2L2 ll2x2 l2x3ll6x3l8
ailri>0?s(Kur)o-145
t6 963
18.408
10.829
11 508
t2 t95
-9 889
-10 57't
-t2.084
-12.250
-12 522
1o.87?
l2 050
18.580
t6.484
t4726
I4t2
9 124
to 632
3t3
Il99l
169 4
K= LOo
I84 9
K=1.0O
163 7
K=l m
I 090
I 440
I 800
I 800
I 800
0m9 l
0 878 1
o 650 '
0 ?1lr
0 850 1
1742
K=l 00
1847
K=l 0O
I f, / dp" controls
Horizontal Design Data (Compression)
s,:?L
,
A
K (It I
f9 106 9176
20 606 I0126
22106 l0 866
I 410 -7 842
l 800 -9 156
t2l2t 0 u72l.2x:x3/1613/8
a,/fl>075(KL/r)o-340
1lI
Tl2
1r3
:r)
40
l)
60
40
20
atln > O.7slKL/rb - 262
2L2x2x3ll6x3/8
ailri > 0.75(KL/rh - 301
2L2 I 12x.2 I / 2./3 / I 6x3 / I
t8l3
K=l 00
196 9
K=l 00
167 3
K=l 00
l0 .l l8
l7 820
0 8181
05111
I P, / {P, controls
T Girt Desi n Data Com on
I
L
It
I
ll
I P, / tP, controls
Ll 3/4\l 3/4\3/16 4 161 4 017 t40 3
K=lO0
0 6:l -l 891 9 026 0210'TI 215 - 235
n
S,--e
I 430 -8 5t7
P.
tnxTower
MTS Engineeing, P.LL.C
l7l7 S Boulder Aw. Sui/x, 300
Tulsa. OK 711 19
Phone: (918)
'E.t-4630FAX: (91E) 295-0265
Job
ATS#: C116 - Marlboro Road (Site# US-NC-5408)
Page
30 of 33
Project
245' SST/35.83212'l, -79.9't 5716
Date
16:19:47 12115125
Client
Vertical Bridge
Ooslgnod by
ccoody
lnner Bracin Desi n Data Com on
9aion Elelati@t
n
-Sr:.L,
tn (
TI I 60-40
Tr2 40-20
I Il 20-o
Ll 3/4x I l/4)i3/16 9 553 9 551
l0 303 t0 303
II053 053
0 6:l -0 010
0 6:l -0 010
06:t -0 010
t596 o 006 l
Kt./R > 250 (C)- 269
Ll l/4x1 i/4x3ll6
KL/R > 250 (C)- lot
Ll l/4x I 3/4xl/16
KL/R > 250 (C) - 348
313 8
K=l 00
360 0
K=l 0O
386 2
K=l 0O
137: oooTl
tt92 oooSl
rP" / aP" controls
Tension Checks
Leg Design Data (Tension)
Section Elelatio,
n Jt .fr
L" Klr ,,I
K
TI
't2
T]
't4
T5
T6
T7
TE
T9
Tl0
T
't t2
Tt3
245 - 235
235 - 220
220 -20o
200-|80
180 - t60
160 - t40
I40 - I20
120 - 100
100 - 80
80-60
60-40
40-20
20-0
1 3t4
2
2tD
2 314
3
3!/4
3l/2
3 314
3 314
4
4v4
4v4
4tn
137
l2 0
96
87
8.0
74
69
6.4
64
60
57
57
5.1
2 405
3 142
4.909
5 940
'7.069
82
9 62t
ll uJ
11 045
t2566
r4 t86
14 186
15.904
0082j
0284r
o 436 r
05391
0 584 1
0 60t I
o 602 l
0595'
0 665 |r'
o6441
o 622 1
0 67t Ir'
0 641
10.009
l5 014
20.019
20 019
20.0t9
20 019
20 019
20019
20.019
20 019
20 019
20 019
20 019
0.500
0.500
0.500
0 500
0.500
0 500
0 500
0.500
0 500
0.500
05m
0 500
0.500
8.921
40134
96.381
144 045
185.83t
224 301
260 668
295.932
130 354
364.163
397 t70
428 588
458.481
t08 238
t4t 312
220 893
267 28t
3t 8.086
373.3t0
432 95t
497 010
49? 010
565.487
638 381
638 3
115.694
A
tnxTower
MTS Enginee ring, P. L L. C
l717 S Ro ldet Aye, Sli,,te 300
Tulsa. OK 741t9
Phone l9t8) 587-a60
FAX: (918) 295-0265
Job
ATS#: C116 - Marlboro Road (Site# US-NC-5408)
Page
31 of 33
Proiect
245', SST/35.832 121, -79.91s715
O.te
164947 121'15125
Client
Vertical Bridge
Designed by
ccoody
rP, /oP" confols
Di al Desi n Data enston
Il
S:e
ltl
L,_l
K
TI
T2
T3
T4
"t5
T6
T7
T8
T9
Tt0
T
Tt2
Tl3
6 485
7 435
t.697
9 987
I Ll29
12.1M
l4 r08
t5.529
t6.963
18.408
t 0.E29
I1.508
12.195
3 258
3.723
4.310
4 964
5 625
5 301
6 994
7 694
I4t2
9 124
t0 632
72.8
43.2
a4.2
96.6
t6.E
912
to7.9
9E.3
107.5
I l7 .7
t 64.0
1t4.5
t85.0
0 360
0.360
0 431
0 43r
0 57t
0 571
0 571
o7t2
o.112
0.939
1.t39
1.139
1.139
4665
6 t68
9 324
8 508
8 516
8 65t
a 927
9.679
l0 lt0
to 172
t2 t6t
l2 t86
t2 22t
t7 567
t7.567
2t.001
2 t.00t
27 838
27 838
27.838
34.712
34.712
45.1
5s.529
55jn
55.529
02661
039t'
0A441r'
0410r
o306lr'03lrl
0.321 |
0 219 I
0.291 j
0 235 |
0.219'
o.2t9l
245 . 235
23s - 220
220 -20o
200 - 180
180- t60
t60- t40
t40 - 120
t20 - 100
t00 - 80
80-60
60-40
Ll 3/4x1 3Ax3/16
Ll 3l4xl 3l4x3ll6
L2x2x3ll6
L2x2r3l16
L2 lnt2 lDx3ll6
L21n',OlD\3/16
L21Dx2 ll2xlll6
L3x3x3/16
L3x3x3/16
L3x.3xU4
2L2 lDx2 ll2y3/16t3/t
a'/n>07s(Kur)o-266
2L2 lDrO lnflll6x3l8
ailr'>07s(Kl/r)o-305
2l) lDt2 ll2x3ll68la
ailn>075(KL/r)o-344
40-20
20-0
lllll
n 99l o 220 1
I P, / 6P" contols
Horizontal Des n Data ension
-Sr:s
it
L KI'.1
K
TII 60-40
at/r; > o 1s(KLhb - 262
2L2x2x3/l6xl/8
ll-2x2xl/l6)il/8 l9 106 9316 rr24 0862 7 8.12 lt I 0 187
42.001 0 203 ,I t:.10 - :0
ailri>075(Kl,/rh-301
20 606 t0 126 t969 0t62 8 5l?
n
tnxTower
MTS Engineedng, P.L.L.C
1717 S Bo der 'rte, S ne 300
Tulsa OK 71119
Phone (918) 587-a6j0
FAX: 1918) 295-0265
Job
ATS#: C116 - Marlboro Road (Site# US-NC-5a08)
Page
32 of 33
Projecl
245' SST/35.832121 , -79.915716
Oat
'16:49:47 12115125
Client
Vertacal Bridge
Oeligned by
ccoody
Secnoa Elevation
n
L
lIt
.1
K
TI]20-0 212 lnt2 ll2\1/l6x3l8
ailri >0.75(KL/r)o - 340
22106 10866 1676 | t39 9 166 ji 529 o t65 '
I P, / dP" controls
Top Girt Design Data (Tension)
ll
S):e L
nt
,1
TI 244 - 235 l-l l/4x I 3/4\l/16 4 163 4 01'.7 89 8 0 360 I 868 l7 567 0106r
I P, / OP, controls
Section Capacity Table
TI
T2
T]'t4
T5
T6't7
T8
T9
Tl0
Tt I
Tt2
Tr3
TI
t60 - 140
t40 - 120
t20 - t00
100 - t0
80-60
60-40
40-20
20- 0
60-40
1 3t4
2
2 314
3
3lt4
3lD
3 3t4
3 3t4
4
4144|4
4 tt2
Ll ll4xM,.3116Diagonal
Dragonal
Dragonal
Dragonal
DEgonal
Dragonal
Dragonal
Dragonal
Dragonal
Dragonal
Dragonal
Hoflzontal
-6.241
-38 r82
-98 225
-r 5l I l7
-t97 9M
-24t 5M
-283 I I4
-324 479
-365 216
406 247
441 712
-480 908
-5rr 530
4566
-a 261
-8 680
-9 384
-9.889
-10 57 7
-12 084
-12 250
-12 522
-7 U2
l-eB
Leg
l-eg
Leg
Leg
Lec
Leg
Lec
Leg
Leg
Leg
LeB
l-eg
l
2t
42
69
96
123
150
111
2U
23t
25a
291
336I
129
156l8l
210
237
267
106
145
1O,
15 601
56 401
120 108
l6t 540
20a 347
260 3t2
3n 273
379 106
179 t06
u5717
5l ? 034
517 034
593 0(X|] 715
057
E 98t
t3 000
I0 87?
t2 050
l8 580
t6 484
l4 726
t2 t2l
l7 5
671
8l.8
935
950
928
893
856
96.3
9l I
85.4
930
8t4
313
48 6 (b)
61 3
7t.6 (b)
't29
86 8 (b)
892
575
65 4 (b)
748
967
122
909
8?8
650
143
t5.0u7
T2 235 - 210
t3 220 - 100
I-l 3/4xl 3/4x3/16
L2r'2\3/16
21 -6 412 l0 506
ln -8 575 11765
Pass
Pass
Pass
Pass
Pass
Pa5s
Pass
Pass
T4
T5
200 - 180
180 - 160
Dragonal
Dragonal
L2j'2,l/16
L2 tt2x2l/b,3l16
75
l0:
-7 9fi
-t 986
E 9'I
l3 885
L2 lDx2ll2r.3/16
12ll2,A tn){3l16
Llx3x3/l5
L3x3x3/16
L3x3xl /4
2L2lDt2ll2't3/l6x3l8
2L2lnx2ln}3ll6xil8
2L2 tnx2 I lzr3l t6x3l8
2t 2rxll|6x3/8
dP,
Section Eleedon Cot tponent Si:c Ctitical P ,Pdd ol Pass
No. I fW Elzd.nt K K CaPcirY Fail
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
T6'f7
T8
T9
TIO
T
Tl2TII
Tlt
245 - 235
235 - 220
220 - 200
200 - 180
It0 - 160
160 - 140
t40 - 120
120 - 100
t00 - t0
80-60
60-40
40-20
20-0
215 - ?35
tnxTower
MTS Engineering, P. L L.C
l717 S Bo lderlv,S te 300
Tulsa, OK 74119
Pho e: (918) 587-4630
FAX. (918) 2e5-026s
Job
ATS#: C'116 - Marlboro Road (Site# US-NC-5406)
Page
33 of 33
Project
245', SST/S5.8321 21, -79.91 571 6
Date
16:49:47 12115125
Client
Vertical Bridge
Oosigned by
ccoody
Section TW Kfl Capc,tf
Tt2
Tt3
TI
Tl I
't t2
Tl3
Horizontal
Horizonlal
Top Gin
Inner Bracrng
lnner Bracing
Inner Bracing
2L2x2x3ll6r,3/8
2L2 l2!.2 1l2.t3ll6x3/8
l.l1/4xl 3/4x3/16
l.l314xl3l4.,t3l16
Ll 3l4xl 314x3/16
l.l3/4x13/4.t3/16
Pass
Pass
40-
20-
245 -
60-
40-
20
0
235
40
20
0l0
104
340
4
269
l0t
148
-8 5r7
-9 166
-l t93
-0 0t0
-0 0t0
-0 0t0
l04t8
17 820
9 026
I 596
I 312
I 192
8 t.8
51.4
21.0
0.6
o1
0.8
Summary
963
967
Leg (T9)
Diagonal
(T7)
Horlzontal
(Tl2)
Top Crn(Tl)
Inner
BracinB
1Tl3)
Bolt Checks
RATING =
l3t 13
21.0
08
116 8
96.1
Program Versron 8 3 I 2- l2llln024FileS lPtqecls/Arcosa Telecom Structureylo3Tsl_Marlboro
Road_C I I 6/Engineenng/tnxTowrr/l 225-01 7_245SST_Marlboro Road en
PO Box 165
Fairview Village, PA 19409
Phone: 610.304.202d
nww.d Bm Eng.com r.ili D B M
ENGINE€RING,P C
Subject:Electromagnetic Exposure Analysis
"MARLBORO ROAD" US-NC.s4OE
4055 HARDINS FARM ROAD
SOPHIA, NC 27350Latitude: N 35o 49'55.636" (NAD83)
Longitude: W 79o 54'56.578" (NAD 83)
Mr. Whinery:
I have received and executed your request that I perform an independent evaluation and
certification of the anticipated radio-frequency exposure levels for the Verizon Wireless
telecommunications facility on the structure proposed at the above referenced coordinates.
The intention of this study is to verify compliance with Federal Communications
Commission (hereafter "FCC") guidelines for human exposure limits to radio-liequency
electromagnetic fields as per FCC Code of Federal Regulation 47 CFR 1.1307 and l.l3l0.
As a registered Professional Engineer, I am bound by a code ofethics to hold paramount
the safety, health. and welfare ofthe public. All statements and calculations offered herein
are made in an objective and truthful manner pursuant to that code.
Summary of Findings
The maximum exposure to radio-frequency emissions from the proposed Verizon Wireless
facility will be far below FCC exposure Iimits. Using upper limit assumplions for the
Verizon Wireless equipment conliguration, the cumulative radio-frequency exposure
levels would be less than 2,2'h oI the applicable FCC standard at all locations of
public access. The following charts specifically illustrate the anticipated exposure levels
in areas surrounding the facility. All exposure levels have been calculated using the
methods prescribed in FCC Office of Engineering and Technology (OET) Bulletin 65
"Evaluating Compliance with FCC Guidelines for Human Exposure to Radio-frequency
Electromagnetic Fields". These upper-limit conditions include maximum traffic loading.
significaniantenna down{ilt, maximum paftern gain, and constructive interference from
gr-ound reflection. Additionally, signal attenuation due to environmental clutter such as
buildings, trees, and roadways has been ignored which will overestimate actual power
densities.
December 5. 2025
Brandon Whinery
Vertical Bridge Development, LLC
750 Park of Commerce Drive. Suite 200
Boca Raton. Florida 33487
Applicability of the National Telecom munications Act of 1996
This Act states that "no state or local govemment or instrumentality thereof may regulate
the placement, construction, and modification of personal wireless service facilities on the
basis of the environmental eflects of radio-frequency emissions to the extent that such
facilities comply with the (Federal Communications) Commission's regulations
conceming such emissions". As indicated above, this proposed facitity will be in full
compliance with the FCC's emissions standards and as such is beyond regulation in that
regard.
Technical Parameters of Consideration
The calculation results presented are based on the equipment configuration information
furnished by representatives of Verizon Wireless. Specifically. for this installation,
Verizon Wireless plans to install twelve (12) new panel-style antennas at an antenna
centerline height of 240' above grade. The antennas will be arranged with sector azimuths
of0', 90', 180", and 270' in the horizontal plane with respect to true north. Transmitting
through these antennas will be four (4) LTE transmit paths in the 700 MHz band (per
sector) at a cumulative maximum of 240 watts, up to four (4) LTE transmit paths in the
1900 MHz band (per sector) at a cumulative maximum of 240 watts, up to four (4) LTE
and / or 5GNR transmit paths in the 850 MHz band (per sector) at a cumulative maximum
of 240 watts, up to eight (8) LTE transmit paths in the 2100 MHz band (per sector) at a
cumulative ma.rimum of 240 watts, and up to sixty-four (64) 5CNR transmit paths in the
3700 MHz 'C' band (p€r sector) at a cumulative maximum of 320 watts.
t!$DBM
TNCINTERING,P C
CoJocation of Other Wireless Providers
In an attempt to halt the proliferation of telecommunications structures and preserve as
much of their natural landscape as possible many municipalities have adopted
telecommunications ordinances that specifically require new structures to accommodate
additional wireless providers from a structural standpoint. From the standpoint ofradio-
frequency exposure, the installation ofthe proposed Verizon Wireless equipment would
in no way preclude the use of this facility by other providers.
PO Box 165
Fairview Village, PA 19;109
Phone: 610.J04.202.1
n wrr.dBm Ens.conr
Page 2 ofl8
Background Information
ln 1985, the FCC first adopted guidelines to be used for evaluating human exposure to RF
emissions. The FCC revised and updated these guidelines on August l, 1996, as a result
ofa rule-making proceeding initiated in 1993. The new guidelines incorporate limits for
Marimum Permissible Exposure (MPE) in terms of electric and magnetic field strenglh
and power density for transmitters operating at frequencies between 300 kHz and 100 GHz.
The FCC's MPE limits are based on exposure limits recommended by the National Council
on Radiation Protection and Measurements (NCRP) and, over a wide range offrequencies,
the exposure limits were developed by the lnstitute ofElectrical and Electronics Engineers,
Inc., (IEEE) and adopted by the American National Standards Institute (ANSI) to replace
the 1982 ANSI guidelines. Limits for localized absorption are based on recommendations
of both ANSI/IEEE and NCRP.
The FCC's limits, and the NCRP and ANSI/IEEE limits on which they are based. are
derived from exposure criteria quantified in terms ofspecific absorption rate (SAR). The
basis for these limits is a whole-body averaged SAR threshold level of4 watts per kilogram
(4 W,&g), as averaged over the entire mass ofthe body, above which expert organizations
have determined that potentially hazardous exposures may occur. The MPE limits are
derived by incorporating safety factors that lead, in some cases, to limits that are more
conservative than the limits originally adopted by the FCC in 1985. Where more
conservative limits exist, they do not arise fiom a fundamental change in the RF safety
criteria for whole-body averaged SAR, but from a precautionary desire to protect
subgroups ofthe general population who, potentially, may be more at risk.
The FCC exposure limits are also based on data showing that the human body absorbs RF
energy at some frequencies more efficiently than at others. The most restrictive limits
occur in the frequency range of30-300 MHz where whole-body absorption ofRF energy
by human beings is most efficient. At other frequencies, whole-body absorption is less
efficient, and consequently, the MPE limits are less restrictive.
MPE limits are defined in terms of power density (units of milliwatts per centimeter
squared: mWcm2), electric field strength (units of volts per meter: V/m) and magnetic
field strength (units of amperes per meter: A/m). The far-field of a transmitting antenna
is where the electric field vector (E), the magnetic field vector (H), and the direction of
propagation can be considered to be all mutually orthogonal ("plane-wave" conditions)'
Occupational / controlled exposure limits apply to situations in which persons are exposed
ua u aonraqrana" oftheir employment and in which those persons who are exposed have
been made fully aware of thi potential for exposure and can exercise control over their
exposure. Ociupational/controlled exposure limits also apply where exposure is of .a
transient nutur. ui a result of incidental passage through a location where exposure levels
may be above general population/uncontrolled limits, as long as the exposed person has
PO Box 165
Fairview Village, PA 19409
Phone: 610.304.2024
w$rv.dBmEns.com {iti D B M
Page 3 of 8
TNGINITRING,P C
been made fully aware of the potential for exposure and can exercise control over his or
her exposure by leaving the area or by some other appropriate means.
General population / uncontrolled exposure limits apply to situations in which the general
public may be exposed or in which persons who are exposed as a consequence of their
employment may not be made fully aware ofthe potential for exposure or cannot exercise
control over their exposure. Therefbre, members of the general public would always be
considered under this category rvhen exposure is not employment-related, for example, in
the case of a telecommunications tower that exposes persons in a nearby residential area.
In the case ofthis study, the general population exposure limits have been applied as
they are the more conservative set ofstandards.
PO Box 165
Fairview Village, PA 19409
Phone: 610.304.2024
www.d BmEng.com D B Mlili
Page 4 of 8
ENGINTERING,P,C
/
Additional Remarks
The radio-frequency emission levels fiom Verizon Wireless and other communications
base stations are similar to that of other two-way communications systems like those used
by police, fire and ambulance personnel. In contrast, commercial broadcast systems like
television and radio often transmit at power levels ten times greater or more than the
systems discussed above. The FCC exposure limits already include a significant margin
of safety. Continuous exposure at 100% of FCC limit is considered by the scientific
community to bejust as safe as continuous exposure at l% ofFCC limit.
The biological effects on humans of non-ionizing radio-frequency exposure have been
studied extensively now for decades. There have been thousands of reports produced by
government agencies. universities, and private research groups that support the standards
adopted by the FCC. To date, there have been no credible studies conducted whose
results showed evidence ofany adverse health effects at the applicable FCC exposure
Iimits.
Sincerelv.,2=-\
Andren
Regis cr
Pen 239N
ANOREW [I. PIiEESOHI{
rnuu'.d Bnr Ins.cont
Page 5 of 8
l.Eli
PO Box 165
Fairviet' Village, PA 19409
Phone: 610.304.2024 BBM
\N
EN6IN'IRING P C
% FCC General Population Limit
100
90
80
70
60
50
cir
30
20
10
0
0 200 400 500 800 1000 1200
Horizontal Distance from Site (ft)
1400 1600
Figure-l - calculated cumulative exposure level surrounding the proposed telecommunications facility
expressed in percentage ofthe applicable FCC standard
PO Box 165
Fairview Village, PA 19;109
Phone: 610J0,1.202.{
www.d Bm Enq,com
Page 6 of 8
lip!E"H.lll.
llorizontrl
Distsrce
from
Frcility (Fl.)
Relrtive
lleight
Crouod
(Ft.)
Mrximum Power Density pW/cm2
(micro-watts per square centimeter)Yo of FCC Limit
L:
.. ?,
O
700
\IHZ
850
\I|l z
l9rl0
UII,/
2t00
\tH/
3500\ tz
3700
\II I,28(;Hz
7m
UtIz
850\flr,1900
]\TH7
2r00
UII,
.l5u)
\ttlz
37(X)u ,
2u
(;Hz
6 0.09 0 002 0 3.51 002 0 0 002 0 NA 0.351 0.373
t00 6 056 006 0.01 001 3.81 012 0 01 0 001 0 001 0 381 0 513
6 1.4 0.79 0.02 0.13 1.55 03 0.14 0 002 0 155 NA 0 61
l32O (t/4
mi)107 142 1 .19 13 64 NA 023 025 0147 0 119 1 364 211
FC(l
P
(
ure
r
rn
)
467 567 t000 r000 1000 1000 1000
Figure-2 - sample calculated exposure levels near the proposed telecommunications facility
PO Box 165
Fairview Village, PA 19409
Phone: 610.304.2024
www.dBmEng.com MTIB
Page 7 of8
ri$ENGIN€ERIN6,P C
NA
NA 0 013
DECLARATION OF ENGINE,ER
Andrew M. Petersohn. P.E.. hereby states that he is a graduate telecommunications
consulting engineer possessing Master and Bachelor Degrees in Electrical Engineering
from Lehigh University (2005 and 1999, respectively). His corporation, dBm Engineering,
P.C.. has been retained by representatives of Vertical Bridge to perform an electromagnetic
emissions analysis for a proposed telecommunications facility.
Mr. Petersohn also asserts that the calculations and/or measurements described in this
report were made personally and in a truthful and objective manner. Mr. Petersohn is a
Registered Professional Engineer licensed in Pennsylvania, Delaware, Maryland, Virginia,
New York, Florida and New Jersey. He has over two decades ofengineering experience
in the field of wireless communications. Mr. Petersohn is an active member of the National
Society of Professional Engineers (NSPE) and the Pennsylvania Society of Professional
Engineers (PSPE). Mr. Petersohn further states that all facts and statements contained in
the foregoing document are true and accurate to the best of his knowledge. He believes.
under penalty of perjury, the foregoing to be correct.
Andrerv n. P.E.
Reg IS ngineer
073239
.. /\\
ANDREW lil PtIERS0hl{
Executed this the 5h day ofDecember. 2025
,a
PO Box 165
Fairview Village, PA 19409
Phone: 610.304.202,1
u ww.dBmEns.com
D B M
Page 8 of 8
r.!!!INGINTERIN6, P C