2016-250S:\Legal\Our Documents\Ordinances\160enton Commercial Internet Ordinance - FINAL.docx
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF DENTON, TEXAS PROVIDING FOR
AUTHORIZATION OF A TOWER/GROUND LEASE AGREEMENT BETWEEN THE CITY
OF DENTON, A TEXAS HOME RULE MUNICIPAL CORPORATION, AND DENTON
COMMERCIAL INTERNET, INC., A TEXAS CORPORATION FOR DENTON
COMMERCIAL INTERNET, 1NC.'S LEASE OF ANTENNA SPACE ON MCKENNA PARK
RADIO TOWER AND GROUND IMMEDIATELY ADJACENT TO THE TOWER; AND
PROVIDING FOR AN EFFECTIVE DATE.
THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS:
SECTION 1. The City Council of the City of Denton finds that the execution of the
attached Tower/Ground Lease Agreement is in the best interest of the City as it will allow
additional commercially available wi-fi service to areas that have limited, or no access, to internet
service.
SECTION 2. The City Manager, or his designee, is hereby authorized to execute the
Tower/Ground Lease Agreement, attached hereto and incorporated herein, and to carry out the
duties and responsibilities of the City under the same.
SECTION 3. This ordinance shall become effective immediately upon its passage and
approval.
PASSED AND APPROVED this the � day of
X
ATTEST:
JENNIFER WALTERS, CITY SECRETARY
BY:
11'l 'VEDA TO LEGAL FORM:
ANITA BURGESS, CITY ATTORNEY
BY:�
2016.
THIS AGREEMENT, made this ayofAugust, 2O16,(the "Effective Date"\bvand between
the CITY OF DENTON,TEXAS, aTexas Municipal Corporation, hereinafter called "LESSOR" and Denton
Commercial Internet, Inc., a Texas corporation, located at 109 E. Oak St., Denton, Texas 76201.
WHEREAS, LESSOR is the owner of the following described real property, including the McKenna
Park Radio Tower (the "Tower") and compound, commonly known and as described in the attached
Exhibit "A",inthe City mfDenton, Denton County, Texas; and
WHEREAS, LESSEE desires to lease antenna space from LESSOR on said Tower and ground space
for LESSEE'S equipment building or cabinet, and all appurtenances thereto; together with access for
ingress and egress, for the purpose of installing, operating and maintaining facilities to provide
commercial mobile radio services ("CK4R5"); and
NOW THEREFORE, in consideration of the covenants, conditions, agreements, and rents
hereinafter set forth, the adequacy of which is hereby acknowledged, LESSOR and LESSEE agree as follows:
e. LESSOR hereby leases, lets and remises to LESSEE, and LESSEE takes from LESSOR,
sufficient space on LESSOR'S Tower at 115, 112, and 60 feet AGLtm attach LESSEE'S microwave
dishes and access points a 2' x 3' area (approximately 6 square feet) of ground space adjacent to
said Tower for LESSEE'S equipment building orcabinet and all appurtenances thereto. LESSOR
also grants to LESSEE access for ingress and egress to and from said Tower and equipment building
or cabinet. The equipment space and ground space described above are hereinafter referred to
as the "Leased Premises", which together with the access for ingress and egress are more
particularly shown onExhibit "B."
b. LESSEE'S antenna array, equipment cabinet, telecommunications equipment
(collectively the "CMRS facilities") and the location of these facilities, including where the antenna
array attaches upon the Tower are more particularly illustrated and defined in Exhibit "B", which
is attached hereto and made a part hereof for all purposes. LESSEE'S equipment building or
cabinet shall be installed on a slab foundation or otherwise at LESSEE'S expense. Said CK8RS
equipment and equipment building orcabinet shall be owned by LESSEE and shall be removed
from the Leased Premises by LESSEE within a reasonable period following termination of this
Agreement, but in no event later than six /6\ months thereafter. The equipment building or
cabinet will beplaced adjacent tothe Tower esdescribed inExhibit "B."
C. LESSOR shall grant any and all easements onthe Leased Premises as may be
required by the appropriate electric, telephone, and any other utility company for the purpose of
servicing LESSEE'S CMRSfacilities. LESSEE shall not use orpermit the property tobaused for any
purpose other than a CIVIR8fad|ity. LESSOR shall a||oxx LESSEE to install, operate, maintain,
replace and remove its CIVIRS facilities, and related cables, wires, conduits, antennas, air
conditioning equipment, and other appurtenances as it may from time to time require. Although
such equipment and appurtenances may become fixtures, they shall be and shall remain the
property of LESSEE, and LESSEE shall have the right to remove all of them at the expiration or
termination of this Agreement. LESSEE, at its sole expense shall promptly repair the property
Page 1 of 10-Tower/Ground Lease Agreement (Denton Commercial Internet, 0nc.)
once the fixtures are removed by LESSEE so that the property will be in substantially the same
condition that it was at the beginning of the Agreement, less reasonable wear and tear excepted.
The parties agree that the CMRS equipment and equipment cabinet shall become the property of
LESSOR if LESSEE fails to remove said CMRS equipment and equipment cabinet in accordance with
the terms of this agreement. LESSEE shall have twenty-four (24) hour, seven (7) days a week
access to the Leased Premises in order to perform its business functions.
d. LESSOR grants to LESSEE a non-exclusive right to occupy the McKenna Park Radio
Tower. This Lease in no way limits LESSOR'S ability to lease the use of the said Tower to other
entities for lawful pursuits, subject to the provisions, however, of this Agreement.
2. Survey. LESSOR hereby grants to LESSEE the right to survey the Leased Premises at
LESSEE'S sole expense. Said survey, if made, shall become Exhibit "C' to this Agreement and shall
supersede Exhibit "A" to the extent required.
3. Access. Prior to and after the Effective Date, LESSEE and its authorized agents shall have
access to the Leased Premises at such times as LESSOR and LESSEE mutually agree for the purpose of
undertaking any necessary tests, studies and inspections relating to LESSEE'S proposed use of the Leased
Premises. During the term of this Agreement, only COMTRAIN certified, and adequately insured, agents,
contractors or persons under LESSEE'S direct supervision and control will be permitted to climb the tower
structure or to install or remove LESSEE'S antennas and/or transmission lines from the Tower. LESSEE will
provide LESSOR with written documentation of both COMTRAIN certification and insurance coverage of
any and all climbers it intends to use before the same climb the Tower. LESSOR retains the right to permit
its own employees and agents and employees and agents of subsequent users of the tower structure, to
climb the Tower structure for all purposes that do not interfere with the LESSEE'S use of the Tower, and
so long as such subsequent users comply with the provisions of Paragraph 7.b. of this Agreement.
LINEWOM
a. The term of this Agreement shall be ten (10) years beginning on the first (1st) day
of the calendar month (hereafter, the "Commencement Date") following the earlier to occur of:
(i) the issuance of all necessary City building permits or (ii) the commencement of LESSEE'S
construction at the Leased Premises. Rent shall be paid in equal monthly installments, in advance,
to LESSOR or to such other person, firm or place as LESSOR may from time to time so designate
in writing at least thirty (30) days in advance of any rental payment date.
i. The first year's rental shall be $8,064.00, payable to LESSOR by LESSEE in
equal monthly installments of $672.00 per month.
ii. The rent shall be payable in advance, on an equal monthly installment
basis, on the 1st day of each month throughout the term hereof.
iii. On each annual anniversary of the Commencement Date of the
Agreement, the rent in Paragraph 4.a.1. above shall be automatically increased by a rate
of 3% per annum over the immediately preceding year's rental. By way of illustration,
this provision, for the primary ten (10) year term of the Agreement, provides for ten (10)
separate rate increases.
Page 2 of 10 - Tower/Ground Lease Agreement (Denton Commercial Internet, Inc.)
b. If, at the end of ten (10) years, this Agreement has not been terminated by either
party giving to the other written notice of an intention to so terminate it at least nine (9) months
prior to the end of such ten (10) year term, and the Agreement is not then in default, then LESSOR
grants to LESSEE an option to continue the Agreement for a five (5) year renewal term under the
same covenants, terms, and conditions, SAVE AND EXCEPT that the subject of rental payments
due under said five (5) year option shall be negotiable by LESSOR and LESSEE (based on then -
current fair market rental rates for comparable CMRS facility sites).
C. If, at the expiration of the first five (5) year renewal term provided for in
paragraph 4.b. hereinabove, the Agreement is not then in default, then LESSOR grants to LESSEE
a second, and final option to continue the Agreement for a second five (5) year renewal term
under the same covenants, terms, and conditions, SAVE AND EXCEPT that the subject of rental
payments due under the said second five (5) year option shall be negotiable by LESSOR and LESSEE
(based on then -current fair market rental rates for comparable CMRS facility sites).
d. LESSOR and LESSEE agree that both the first five (5) year term option and the
second five (5) year term option, if exercised, shall be negotiated as well as documented and
executed no later than thirty (30) days prior to the expiration of the previous term.
e. PROVIDED HOWEVER, if LESSEE is not in default hereunder and shall have paid all
rents and sums due and payable to LESSOR by LESSEE as required herein, LESSEE shall have the
right to terminate this Agreement at any time following the expiration of three (3) years from the
Effective Date hereof, with six (6) months prior written notice to LESSOR, without further
obligation hereunder. Notwithstanding the preceding sentence, LESSEE shall have the right to
terminate this Agreement upon thirty (30) days prior written notice if: (i) environmental
contamination not caused by LESSEE is found on the Leased Premises or (ii) before issuance of all
necessary Governmental Approvals.
5. Contin encie .
a. It is understood and agreed that LESSEE'S ability to use the Leased Premises is
contingent upon its obtaining, either before or after the Effective Date of this Agreement, all of
the certificates, permits, and other approvals that may be required by any federal, state or local
authorities ("Government Approvals") as well as satisfactory soil boring tests, tower load studies,
title review, and/or environmental studies that LESSEE, in its sole discretion, deems necessary
("Initial Tests"). LESSEE shall make due and timely application for all such necessary Government
Approvals, which LESSEE shall obtain at its sole expense. LESSEE shall be allowed to place on the
Leased Premises all signs required by federal, state, or local law.
b. LESSOR shall cooperate with LESSEE in its effort to obtain all Government
Approvals and perform Initial Tests. LESSEE shall have the right to terminate this Agreement
immediately if (i) any application for Governmental Approval is finally rejected; (ii) LESSEE, in its
sole discretion, believes such application or obtaining any Governmental Approvals will be too
costly, time consuming or there is reasonable likelihood that said application will be rejected; (iii)
any Governmental Approval issued to LESSEE is cancelled or otherwise withdrawn or terminated
by governmental authority; or (iv) in LESSEE'S reasonable opinion the results of any Initial Tests
are unsatisfactory. Notice of said termination shall be given to LESSOR in writing by certified mail,
Page 3 of 10 - Tower/Ground Lease Agreement (Denton Commercial Internet, Inc.)
return receipt requested, atthe address shown herein. All rentals paid for the lease ofthe Leased
Premises through said termination date shall be retained by the LESSOR; and LESSEE shall pay
LESSOR for any costs expended by LESSOR in preparing the Leased Premises for the location of
LESSEE'S equipment. Upon such termination, this Agreement shall become null and void, and the
parties shall have no further obligations, including the payment of money, to each other.
6. LESSEE Covenants. LESSEE covenants and agrees that LESSEE'S equipment, its
installation, operation and maintenance will:
a. Not interfere with the operation of existing radio equipment at the Leased
Premises. In the event there is harmful interference to said electronic equipment LESSEE will
promptly take all steps necessary to identify the problem, and, if caused by LESSEE'S equipment,
take all reasonable steps to eliminate said harmful interference within seven (7) days after notice
is received from LESSOR to LESSEE advising of the interference. If said interference cannot be
eliminated within fifteen (15) days after receipt ofnotice thereof, LESSEE agrees to immediately
suspend operations (transmissions) at the Leased Premises while the interference problems are
studied and a means found to mitigate them. If said interference cannot be eliminated, then
LESSEE shall remove its building and equipment from LESSOR'S property and this Agreement shall
hereupon beterminated.
b. Comply with all applicable rules and regulations of the Federal Communications
Commission ("F[C"),and electrical codes ofthe City and/or State. Under this Agreement, LESSOR
assumes no responsibility for the licensing, operation and/or maintenance of LESSEE'S CIVIR5
facilities and appurtenances. |fthe addition of LESSEE'S equipment onthe Leased Premises
requires an increase in the current height of the Tower or a change in the location of the Tower
on the Leased Premises, LESSEE shall not install its equipment or increase the height of the Tower
until obtaining clearance from LESSOR so that LESSEE may comply with all FCC and/or Federal
Aviation Administration ("FAA") rules regarding Tower height and location.
7. LESSOR Covenants. LESSOR covenants that:
a. LESSOR is seized of good and sufficient title and interest to the Leased Premises
and has full authority toenter into and perform this Agreement.
b. LESSOR shall cause all subsequent users of the Tower to coordinate with LESSEE
prior to placing any equipment on the Tower to ensure that their frequencies and antenna
locations will be compatible with LESSEE'S and to agree to s clause similar to that agreed to by
LESSEE in Paragraph 6.e, above and promising to immediately eliminate harmful interference if
said user's radio equipment should interfere with that ofLESSEE.
C. LESSEE will enjoy undisturbed possession of the Leased Premises asprovided in
Paragraph 16.a.
8. Indemnification.
a. THE LESSEE SHALL DEFEND (AT THE OPTION OF THE LESSOR),INDEMNIFY, AND
HOLD THE LESSOR, ITS SUCCESSORS, ASSIGNS, OFFICERS, EMPLOYEES AND ELECTED OFFICIALS
HARMLESS FROM AND AGAINST ALL INDEMNIFIED CLAIMS DIRECTLY ARISING OUT OF,
Page 4 of 10- Lease Agreement (Denton Commercial Internet, Unc.)
INCIDENT TO, CONCERNING OR RESULTING FROM THE FAULT OF THE LESSEE, OR THE LESSEE'S
AGENTS, EMPLOYEES OR SUBCONTRACTORS, IN THE PERFORMANCE OF THE LESSEE'S
OBLIGATIONS UNDER THIS AGREEMENT. NOTHING HEREIN SHALL BE DEEMED TO LIMIT THE
RIGHTS OF THE LESSOR OR THE LESSEE (INCLUDING, BUT NOT LIMITED TO, THE RIGHT TO SEEK
CONTRIBUTION) AGAINST ANY THIRD PARTY WHO MAY BE LIABLE FOR AN INDEMNIFIED
CLAIM.
b. "Indemnified Claims" shall include any and all claims, demands, suits, causes of
action, judgments and liability of every character, type or description, including all reasonable
costs and expenses of litigation, mediation or other alternate dispute resolution mechanism,
including attorney and other professional fees for: (1) damage to or loss of the property of any
person (including, but not limited to the LESSOR, the LESSEE, their respective agents, officers,
employees and subcontractors; the officers, agents, and employees of such subcontractors; and
third parties); (2) violation of Environmental Regulations as defined in Paragraph 9.b. below;
and/or (3) death, bodily injury, illness, disease, worker's compensation, loss of services, or loss of
income or wages to any person (including but not limited to the agents, officers and employees
of the LESSOR, the LESSEE, the LESSEE's subcontractors, and third parties).
C. "Fault" shall include, but not be limited to, negligence, willful misconduct or a
breach of any legally imposed strict liability standard.
9. Environmental Issues.
a. LESSEE represents, warrants, and covenants to LESSOR that LESSEE shall at no
time during the term of this Agreement use or permit the Leased Premises to be used in violation
of any Environmental Regulations. LESSEE will not exercise any control over environmental
conditions or any activities, other than those conducted by LESSEE under this Agreement, at or
near the Leased Premises that involve the generation, storage, treatment, or disposal of any
hazardous substance, material, chemical, or waste. LESSEE and LESSOR also agree that LESSEE'S
use of the Leased Premises will not involve the subsurface, except for the placement of a
foundation for LESSEE'S equipment and facilities.
b. For the purposes of this clause, the term "Environmental Regulations" shall mean
any law, statute, regulation, order or rule now or hereafter promulgated by any Governmental
Authority, having jurisdiction, whether local, state or federal, relating to air pollution, water
pollution, noise control and/or transporting, storing, handling, discharge, disposal or recovery of
on-site or off-site hazardous substances or materials, as same may be amended from time to time,
including without limitation the following: (i) the Clean Air Act (42 U.S.C. § 7401 et seq.); (ii)
Marine Protection, Research and Sanctuaries Act (33 U.S.C. § 1401-1445); (iii) the Clean Water
Act (33 U.S.C. § 1251 et seq.); (iv) Resource Conservation and Recovery Act, as amended by the
Hazardous and Solid Waste Amendments of 1984 (42 U.S.C. § 6901 et seq.); (v) Comprehensive
Environmental Response Compensation and Liability Act, as amended by the Superfund
Amendments and Reauthorization Act of 1986 (42 U.S.C. § 9601 et seq.); (vi) Toxic Substances
Control Act (15 U.S.C. § 2601 et seq.) ; (vii) the Federal Insecticide, Fungicide and Rodenticide Act
as amended (7 U.S.C. § 135 et seq.); (viii) the Safe Drinking Water Act (42 U.S.C. § 300 (f) et seq.);
(ix) Occupational Health and Safety Act (29 U.S.C. § 651 et seq.); (x) the Hazardous Liquid Pipeline
Safety Act (49 U.S.C. § 2001 et seq.); (xi) the Hazardous Materials Transportation Act (49 U.S.C. §
cVp
1801 et seq.); (xii) the Noise Control Act of 1972 (42 U.S.C. § 4901 et seq.); (xiii) Emergency
Planning and Community Right to Know Act (42 U.S.C. §§ 11001-11050); and (xiv) the National
Environmental Policy Act (42 U.S.C. §§ 4321-4347).
C. This Paragraph 9 shall survive the expiration or termination of this Agreement.
10. Insurance. During the term of this Agreement, LESSEE will carry commercial general
liability insurance with customary coverage and exclusions in the following amounts:
Bodily Injury - $1,000,000 for injury to any one person and $2,000,000 for all injuries sustained by
more than one person in any one occurrence.
Property Damage - $100,000 for damage as a result of any one accident.
LESSEE agrees to furnish LESSOR with certificates of insurance certifying that LESSEE has in force and effect
the above specified insurance. LESSEE further agrees to cause said policies of insurance to reflect LESSOR
as an additional insured, to the extent permitted by applicable law.
11. Taxes. LESSEE shall pay all personal property taxes levied against its CMRS facilities and
appurtenances located upon the Leased Premises before the same become delinquent.
12. Utilities. LESSEE shall have a separate power meter installed for its electric service and
LESSEE agrees to pay any and all costs related to said electric service.
13. Quiet Title. LESSOR covenants that LESSEE, on paying the rent and performing the
covenants by it herein made, shall and may peaceably and quietly have, hold and enjoy the Leased
Premises under the terms and conditions specified in this Agreement.
14. Choice of Law. This Agreement and the performance thereof shall be governed,
interpreted, construed and regulated by the laws of the State of Texas. Any litigation concerning this
Agreement shall be conducted exclusively in Denton County, Texas and the parties hereby agree to the
venue and personal jurisdiction of these courts.
15. Notices. All notices hereunder must be in writing and shall be deemed validly given if
sent by certified mail, postage prepaid, return receipt requested, addressed as shown below (or to any
other address that the party to be notified may have designed to the sender by like notice):
LESSEE:
LESSOR:
General Manager
Denton Commercial Internet, Inc.
P.O. Box 177
Aubrey, Texas 76227
City Manager
City of Denton, Texas
215 E. McKinney Street
Denton, Texas 76201
Page 6 of 10 - Tower/Ground Lease Agreement (Denton Commercial Internet, Inc.)
with a copy to:
City Attorney
City of Denton, Texas
215 E. McKinney Street
Denton, Texas 76201
a. Subject to the other terms of this Agreement, LESSOR covenants that LESSEE
shall, and may peacefully have, hold and enjoy the Leased Premises for the term of this Agreement
provided that LESSEE pays the rent payable to LESSOR under this Agreement and performs all of
LESSEE'S covenants and agreements herein contained. LESSOR shall take no action that will or
could adversely affect LESSEE'S use of the Leased Premises.
b. LESSOR acknowledges that the Leased Premises have little or no value to LESSEE
if LESSEE cannot use the Leased Premises as fully contemplated by LESSEE, that the Leased
Premises are unique, and that LESSEE has made or will make a large investment in the Leased
Premises, and therefore, LESSOR agrees that LESSEE, in addition to the remedies set forth in
Paragraph 19, shall be entitled to injunctive relief or other equitable relief to require LESSOR to
comply with all provisions of this Agreement which may interfere in any way with LESSEE'S
contemplated use of the Leased Premises, so that LESSEE may continue with such use of the
Leased Premises as fully contemplated by LESSEE.
C. Any sale or transfer or assignment by the LESSOR of all or part of the Leased
Premises or its interest in and to this Lease Agreement, shall be under and subject to this
Agreement and LESSEE'S rights hereunder, such that LESSEE'S rights hereunder shall not be
disturbed.
17. Ansi nment. Upon written notification from LESSEE to LESSOR, this Agreement may be
sold, assigned, subleased, or transferred by LESSEE at any time, without the consent of LESSOR, to a
subsidiary, partner or affiliate of LESSEE; or to a successor to the primary business of LESSEE, with the
advance written notice of LESSOR, only to the extent that said successor is of equal or greater
creditworthiness than LESSEE. Any other assignment of this Agreement shall require the advance written
approval of LESSOR, such approval not to be unreasonably withheld.
1. Successors; Assigns. This Agreement shall extend to and bind the successors and assigns
of the parties hereto.
a. If either party breaches a provision of this Agreement, the non -breaching party
shall provide and deliver the other party written notice of the alleged breach. If the breaching
party has not cured the breach within thirty (30) days of the receipt of such notice (the "Cure
Period") or if the breach cannot be cured within the Cure Period, and the breaching party has not
performed substantial work to cure the breach within the Cure Period, the non -breaching party
may then give written notice of its intent to terminate this Agreement. Such termination shall
Page 7 of 10 - Tower/Ground Lease Agreement (Denton Commercial Internet, Inc.)
become effective ten (10) days after the breaching party's receipt of the notice of intent to
terminate letter; provided that the breaching party has not cured the breach within such
additional ten (10) day period.
b. If, at any time during the term of this Agreement, LESSEE determines, following
discussion of the subject with LESSOR, in its reasonable discretion, that due to technological
reasons, including serious signal interference, the Leased Premises is not appropriate for
providing CMRS, and a third disinterested expert party, to be selected jointly by LESSOR and
LESSEE who examines the situation is in agreement, then LESSEE may terminate this Agreement
on thirty (30) days' notice to LESSOR. LESSEE shall also have the right to terminate this Agreement
in accordance with Paragraphs 4.c. and 5.b.
20. Maintenance. LESSOR shall be responsible and liable for the maintenance of LESSOR'S
Tower in compliance with any and all applicable laws, statutes, rules and regulations, including but not
limited to, those rules and regulations, promulgated by the FCC and FAA regarding painting, marking and
lighting of LESSOR'S Tower. LESSOR shall allow LESSEE to place any sign or placard on the Leased Premises
or on the CMRS facilities and appurtenances attached thereto as required by federal, state, or local law,
at no additional expense.
21. No Representations. It is hereby mutually agreed and understood that this Agreement
contains all agreements, promises and understandings between the LESSOR and LESSEE and that no verbal
or oral agreements, promises or understandings shall or will be binding upon either the LESSOR or LESSEE
in any dispute, controversy or proceeding at law, and any addition to, variation or modification of this
Agreement shall be void and ineffective unless in writing signed by the parties hereto.
IN WITNESS WHEREOF, the parties hereto have set their hand and affixed their respective seals
on the dates and year above written.
Page 8 of 10 - Tower/Ground Lease Agreement (Denton Commercial Internet, Inc.)
CITY OF DENTON, TEXAS,
a Texas home -rule municipal corporation
By:
Howard Martin, Interim Cit Manager
A
•
BEFORE ME, the undersigned authority, on this the V�' day of August, 2016, personally
appeared Howard Martin, Interim City Manager of the City of Denton, a Texas home rule municipal
corporation, known to me to be the person and officer whose name is subscribed to the foregoing
instrument and acknowledged to me that the same was the act of the said City Council of the City of
Denton, Texas and that he executed the same as the act of such municipal corporation for the purposes
By: t
Mate JENNIFER K, WALTERS
0 r ry 1:j
Y 3u State of Texas
C�OMM. EXP 12-19-2018
owk NOUkRY 1D 1117650
a Texas corporation
By:
Michael Wasserman, President
BEFORE ME, the undersigned authority, on this the day of August, 2016, personally
to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me
By:
Illilill
Legal Description
McKenna Park Communication Facility Ar
owned by the City of Denton
BEING a 0.079 1 Acre Tract of Land situated In the City of Denton, and being out of the ROBERT BEA I IT!O11Jkd
SURVEY, Abstract No. 31, Denton County, Texas. and being part of a called 18.0 acre tract of land described
to the City of Denton by a warranty deed as recorded in Volume 358. Page 559 of the Deed Records of
Denton County, Texas and being more particularly described as follows;
COMMENCING the Southeast corner of said City of Denton tract of land now commonly•
McKenna Park;
THENCE North with the west right of way line of Thomasc• for a distance of 459.78 r„ •
THENCE East departing said west right of way line for a distance of 169.72 feet to a metal corner for the
PLACE Of BEGINNING;
THENCE North 89 degrees 08 minutes 33 seconds West for a distance of 98.47 feet to metal corner post
for corner;
THENCE North 00 degrees 51 minutes 27 seconds East for o distance of 35.00 feet for corner;
THENCE South '' degrees 1: minutes 33 seconds• of 98.47 •
THENCE South 1/ degrees 51 minutes 27 seconds• distance of 35.00 feet to PLACE
CONTAININGBEGINNING and , .6 square feet of land or 0.0791 of land.
Tower Attachment Specifications
and Equipment Building or Cabinet Locatior
for DentonCommercial Internet, Inc."s use
•McKenna ParkCommunication
1 *.14: 1 Iffils"
Attached to and made a part of that certain Tower/Ground Lease Agreement dated August 9, 2016, by and
between the City of Denton, Texas, Lessor and Denton Commercial Internet, Inc.
SITE PLAN
CELL SITE NAME: SCRIPTURE/THOMAS EXHIBIT "B"
Denton Commercial
Owner: City of Denton - McKenna Park Radio Tower Site
Denton, •
• 11 y
17950 PRESTON ROAD, SUITE 720 r DALLAS, TEXAS 75252 • TEL. 972 -783-2578 FAX 972-783-2583
www.maioufengineering.com
rV
A.E
uti �.
MEMBER
"TrTFANIOU
Mr. Michael Wassenpan
Denton Commercial Internet
Denton, TX 76201
RIGOROUS STRUCTURAL ANALYSIS
0 Gig]
IN
I MA 6 1 97-09-34.27 W
EXECUTIVE SUMMARY:
fdalouf Engineering int! (M.El), as requested, has periormed 0 r1g0r0LJS structural analysis of the above
mentioned sirik)cture to assess the irnpoct of the changed condition as noted in it 1,
Based on the stress ana6ysis performed, the eeistklig struclaure Is In conformance with the Int'l Building
(Zode (IBC) 1 ANS4/TIA-222-G Standard for the loading considered under the criteria listed and
referenced in tree report sections tower rated at 63.0% - Legs,
The installaffon of the proposed changed condition as noted in Table I is structurally acceptable.
Nease ref &, to Appendix I for Schernafic Lines Layout.
KE -1 appreciates the opportunilty of p,roviding our continu'ling protessional services to you.
If you have any questions or, need further assistance on this or other projects lopleose confaCt US.
Respeectpufly submitted,
MALOUF ENGINEEMNG IW%, INC.
Texas CoA # F-, 1401
OTMPMR- . P,.
Krishna Manda, PE
Sr, Projeca Engineer
Reviewed & A�,')r)l
E. Mark Malout
Texas #64 t 67
972-783-2578 ey+, 106
,7,,rriolouf@rt,,alot,,fengneering.corn
17950 PRESToN ROAD, SLA YE 720 . AL s, Tr .As 75252 . TrUl 972-,7&3-2578 F,,,x 972-783-2.Y33
N ,�Mllll
MT 111no •
1. INTRODUCTION
2. SOURCE OF DATA 4
Background Information- 4
3. ANALYSIS CRITERIA .......... . 5
Appurtenances Configuration -- – ------------ – ----- – ------------ – -------------- – -- – ------ – – --------------- 5
4. ANALYSIS PROCEDURE 7
AnalysisProgram – – -- – -- – – -- – – – -- – ---- – ---------- – ---------- – – -- – ----------------------- 7
Assumptions------- – ------------ – -- – ---------- – ------- – – ---------- – ---- – – – -------- – -- – ------ – – -------------- 7
5. ANALYSIS RESULTS —8
6. FINDINGS& RECOMMENDATIONS 9
7. REPORT DISCLAIMER 10
APPENDIX I - ANALYSIS PRINTOUT & GRAPHICS _...–......M 11
APPENDIX 2 – SOURCE / CHANGED CONDITION 12
MALOUF ENGINEERING INVIL, INC. ME1 PROJECT ID TX001 15S -16V1 - 05/16/16 - Pg. 3
This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2016, MEI, Inc. 0
A rigorous structural analysis was performed by Malouf Engineering Int'l (MEI), as requested and
authorized by Mr. Michael Wasserman, Denton Commercial Internet, to determine the
acceptance of the proposed changed conditions in conformance with the IBC / ANSI/TIA-222-G
Standard, "Structural Standard for Antenna Supporting Structures and Antennas".
The scope of this independent analysis is to determine the overall stability and the adequacy of
structural members, foundations, and member connections, as available and stated. This
analysis considers the structure to have been properly installed and maintained with no
structural defects. Installation procedures and related loading are not within the scope of this
analysis and should be performed and evaluated by a competent person of the erection
contractor.
The different report sections detail the applicable information used in this evaluation, relating to
the tower data, the appurtenances configuration and the wind and ice loading considered.
2. SOURCE OF DATA
The following information has been used in this evaluation as source data that accurately
represent the existing structure and the related appurtenances:
Source
Information
Reference
STRUCTURE
Tower MEI Records
Previous Structural
ID TXOO I 15S -16V0
Analysis
Dated 01 /15/2016
Foundation
MEI Records
Previous Structural
ID TX001 15S-1 6VO
Analysis
Dated 01 /15/2016
Material Grade
Available from sueplied documents noted above -refer to endix
CURRENT APPURTENANCES
MEI Records
Previous Structural
ID TX001 15S-1 6VO
Analvsis
Dated 01 /15/2016
Tower Photo
Received 05/12/2016
DCI
Mr. Michael Wasserman
CHANGED CONDITION
DCI
E-mail Instructions
Dated 05/12/2016 &
Mr. Michael Wasserman
I
I Dated 05/13/2016
Bach round Information:
Based on available information, the following is known regarding this structure:
DESIGNER / FABRICATOR Pi -Rod / U 16.0
ORIGINAL DESIGN CRITERIA TIA/EIA 222-E - 75/65 Mph + 0/ 1/2" Radial Ice
PRIOR STRUCTURAL MODIFICATIONS None Known
AAALOUF ENGINEERING INT'L, INC. MEI PROJECT ID TX00115S-16V1 - 05/16/16 - P. 4
This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2016, MEI, Inc. 0
11-11.111—
FIq W I
qk
NTINAM�1111
3. ANALYSIS CRITERIA
The structural analysis performed used the following criteria:
CODE / STANDARD
2012 Inf'I Building Code / ANSI/TIA-222-G-2 Standard
LOADING CASES
-Full Wind: I'l 5 Mph ultimate gust [equiv. 90 Mph (3 -sec gust) I w/No
Radial Ice**
Iced Case: 30 Mph + 0.75" Radial Ice
Service: 60 Mph
STRUCTURE CRITERIA
Structure Classification: Class 11
Exposure Category: 'C' - ropogrophic Category: I
Api?,urtenances Co
The following appurtenances
configuration is denoted by the summation of "Fables I & 2:
Table 1:
Proposed Changed Condition Appurtenances
Elev Tenant
Ants
Appurtenance Model / Description Mount Description
Lines
Line size &
fft)
QtV
ON
Location
115* DCI
1
2ft Dia. HP Dish (SPD2-5.2) Leg Mounted -S Leg
1
1-1/4" PVC
(Az. 144.60± Path to American Tower)
Pipe w/ Cat 5
1
ODU Box
Cables-(FZ)
112* DCI
3
AM -3G18-120 Panel Antennas Lea Mounted
60 DCI
1
2ft Dia. HP Dish (SPD2-5.2) Leg Mounted -NW Leg
Az. 2640± Path to Ponder] I
1 __6DUBox
1
airFiber AF24 Leg Mounted -NE Leg
(Az. 1000± Path to Ooera House)
Table 2:
Remaining Current and Reserved/Future Appurtenances
Elev Tenant
Ants
Appurtenance Model / Description Mount Description
Lines
Line size &
(it)
QtV
QtV
Location
163
1
Licjhtnina Rod
161
1
Beacon
I
SO Chord
152± VZW
6
AWC&TMA-DD-1 700 -FB IV TMAs (3) Crossarm Mount Assemblies
12
1-5/8"-(FZ)
VZW
6
CWWX063X25x00 (LTE/LOP/AWS] Panel
2
Hybrid 6x12 (8
[New]
Antennas
AWGx6) -
3
W85-19428-xx 1PCS1 Panel Antennas
HFT1208-24S26-
3
ALU-RRH 2x60 Boxes
(FZ)
6
Diolexers
2
Roycon RxxDC-3315-PF-48 OVP Boxes
_14Denton
3
RFS 10017-9 Super Stationmaster Ants. (3) Oft Trico Sidearm Mounts
3
7./8"-(,FZI
139
1
TMA
130 Denton
I
SecureMesh Gate -1000
1
1 ' /2"-(FZI
M AT&T
6
SBNHH-ID65B Panel Antennas (3) Cross Face Mounts +
12
7/8"
6
SBNH-ID6565B Panel Antennas NEW (3) LP Cross Face Mounts
4
20mm DC
15
R R US- 12 Boxes (At Elev. 11 7ft+ Similar to
Cable (WR -
9
RRU A2 Modules Existing - AntennaIRRU Pipe
VG86ST-BRD)
I
RavcaD DC6-48-60-18-8F Suppressor Mounts to span across both
I
10mm Fiber
I
RavcaD DC6-48-60-0-8F Suppressor UIV IC7;le mounts) A
Cable (FB -
L98B-002-5000)
6
KRY 112 75/1 TMAs
1
RET Cable-(FZ)
6
KRYI 12 7611 TMAs
102 Denton
I
RFS 220-2VHF Super Stationmaster Ant. Oft Trico Sidearm Mount
1
7 ' /8"-(FZ)
82 Denton
I
Aft Whip Antenna
1
7/8"-(FZI
81.5
2
OB Liahts
I
SO Chord
42 Denton
I
Breezecomm Grid Antenna
I
1./2"-(FZI
35 Denton
2
Cameras
2_2
j
1.7,1
AAALOUF ENGINEERING INT'L, INC. MEI PROJECT ID TX001 15S- 1 6VI - 05/16/16 - Pg. 5
This report Is not to be reproduced or copied in whole or in part without MEI's written consent. 2016, MEI, Inc. 0
DENTON • INTERNET McKENNA PARK TOWER
Notes:
I . *Elevations adjusted to avoid Interference with other carrier's loading.
2. A AT&T Additional Face support mount Is to be Installed as It should have been as noted In the 2014 analysis
report for the AT&T changes at that time.
3. **As per 2012 IBC for ultimate 3 -sec gust wind speed converted to nominal 3 -sec gust wind speed as per Sect.
1609.3.1 as required to be used in A NSI/TIA-222-G Standard per exception 5 of Sect. 1609.1.1.
4. All elevations are measured from tower base.
5. Please note appurtenances not listed above are to be removed/not present as per data supplied.
6. (1) = Internal; (E) = External; (FZ) = Within Face Zone; (OFZ) = Outside Face Zone - as per TIA-222-G.
7. The above appurtenances represent MEI's understanding • the appurtenances configuration. If different
than above, the analysis is invalid. Please contact MEI if any discrepancies are found.
. .. .................
MALOUF ENGINEERING INT'L, INC. MEI PROJECT ID TX001 15S- 1 6VI - 05/16/16 - Pg. 6
This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2016, MEI, Inc. 0
Fill 91 1
The subject structure is analyzed for feasibility of the installation of the proposed changed
condition previously noted. The data records furnished were reviewed and a computer stress
analysis was performed in accordance with the TIA-222 Standard provisions and with the agreed
scope of work terms and the results of this analysis are reported.
The computer program used to model the structure is a rigorous Finite Element Analysis program,
tnxTower (ver. 7.0.5), a commercially available program by Tower Numerics Inc. The latticed
structures members are modeled using beam/truss and cable members and the pole members
using tubular beam elements. The structural parameters and geometry of the members are
included in the model. The dead and temperature loads and the wind loads are internally
calculated by the program for the different wind directions and then applied as external loads
on the structure. Any applicable exemptions, as per Section 15.6 of the TIA-222-G Standard for
existing structures originally designed in accordance with a previous revision of the TIA-222
Standard, have been taken.
This engineering study is based on the theoretical capacity of the members and is not a
condition assessment of the structure. This analysis is based on information supplied, and
therefore, its results are based on and as accurate as that supplied data. MEI has made no
independent determination, nor is it required to, of its accuracy. The following assumptions were
made for this structural stress analysis:
• This existing tower is assumed, for the purpose of this analysis, to have been properly maintained and to
be in good condition with no structural defects and with no deterioration to its member capacities ('as -
new' condition).
• The tower member sizes and configuration are considered accurate as supplied. The material grade is
as per data supplied and/or as assumed and as stated.
• The appurtenances configuration is as supplied and/or as stated in the report. It is assumed to be
complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly
installed and supported as per manufacturer requirements.
• Some assumptions are made regarding antennas and mounts sizes and their projected areas based on
best interpretation of data supplied and of best knowledge of antenna type & industry practice.
• Mounts/Platforms are considered adequate to support the loading. No actual analysis of the
platform/mount itself is performed, with the analysis being limited to analyzing the structure.
• The soil parameters are as per data supplied or as assumed and stated in the calculations. Refer to the
Appendix.
• All welds and connections are assumed to develop at least the member capacity, unless determined
otherwise and explicitly stated in this report.
• All prior structural modifications, if any, are assumed to be as per data supplied/available, and to have
been properly installed and to be fully effective.
If any of the above assumptions are not valid or have been made in error, this analysis results
may be invalided, MEI should be contacted to review any contradictory information to
determine its effect.
ALOUF ENGINEERING INVL, INC. MEI PROJECTID TXOO115S-16V1 - 05/16/16 - Pg. 7
This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2016, MEI, Inc. 0
M
5. ANALYSIS RESULTS
The results of the structural stress analysis based on data available and with the previous listed
criteria, indicated the following:
Table 3: Stress
Analysis Results
Component Type
Maximum
Controlling Elev. (it)Pass/Fall
Comment
Comment
Stress Ratio
Component
3.3382 Deg,
LEGS
63.0%
140-120 Pass
0.0661 Deg.
DIAGONALS
59.9%
20-0 Pass
Bolts Control
Top GIRIS
10,7%
150-140 Pass
Bolts Control
FOUNDATION
53.6%
Moment Pass
0.9917 Deg,
Table 4:
Serviceability Requirements
Maximum Value
-- - - -------
TIA Reaulrement (1 B1
Pass/fall
Comment
TwIST/SWAY
0.0661 Deg.
3.3382 Deg,
Pass
Elev. 60.SPD2000ft
0.0661 Deg.
0.7974 Deg.
Pass
airl'iber AF24
Elev. 60.000ft
0.112 Deg.
3.3382 Deg.
Pass
SPI)2-5.2
rN. 115 nnntt
0.9917 Deg,
Pass
Breezecomm Grid Ant.
Elev. 42.000ft
0.047 Dea,
0.1162 Deg.
4 Deg. from Vert. or
Pass
Horiz. Axis
HORIZONTAL
2.432 In./
3.0% of Height
Pass
I
DISPLACEMENT
0. 13% of Ht.
I
1. The Maximum Stress Ratio is the percentage that the maximum load in the member is relative to the allowable
load as determined by Code requirements.
2. Refer to the Appendix I for more details on the member loads.
3. A maximum stress ratio between 100% and 105% may be considered as Acceptable according to industry
standard practice.
MALOUF ENGINEERING INT'L, INC. MEI PROJECT ID TX00115S-16V1 - 05/16/16 - Pg. 8
This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2016, MEI, Inc. 0
Fill Lop I
ft�
• Based on the rigorous stress analysis results, the subject structure is rated at 63.0% of its
support capacity (controlling component: Legs) with the proposed changed condition
considered. Please refer to Table 3 and to Appendix I for more details of the analysis
results.
• Based on the stress analysis performed, the existing structure Is In conformance with the IBC
/ ANSI/TIA 222-G Standard for the loading considered under the criteria listed and
referenced in the report sections.
The installation of the proposed changed condition as noted in Table I Is structurally
acceptable. Please refer to Appendix 1 for Schematic Lines Layout.
0 Please note that AT&T additional Face support mount is to be installed as it should have
been as noted in the 2014 analysis report for the AT&T changes at that time. Recent photos
indicates the AT&T appurtenances were installed but not the additional support mount.
This structure has additional support capacity for the appurtenances and loading criteria
considered. However, no changes to the configuration considered should be made
without performing a new proper evaluation.
Rigging and temporary supports required for the erection/modification shall be determined,
documented, furnished and installed by the erector/contractor accounting for the loads
imposed on the structure due to the proposed construction method.
MALOUF ENGINEERING INVIL, INC. MEI PROJECT ID TX001 15S-1 6VI - 05/16/16 - Pg. 9
This report is not to be reproduced or copied In whole or in part without MEI's written consent. 2016, MEI, Inc. 0
F1q UK I
*am
*` a II 140
The engineering services rendered by Malouf Engineering International, Inc. ('MEI) in connection with this
Structural Analysis are limited to a computer analysis of the tower structure, size and capacity of its
members. MEI does not analyze the fabrication, including welding and connection capacities, except as
included in this Report.
The analysis performed and the conclusions contained herein are based on the assumption that the tower
has been properly installed and maintained, including, but not limited to the following:
1. Proper alignment and plumbness.
2. Correct guy tensions, as applicable.
3. Correct bolt tightness or slip jacking of sleeved connections.
4. No significant deterioration or damage to any structural component.
Furthermore, the information and conclusions contained in this Report were determined by application of
the current "state-of-the-art" engineering and analysis procedures and formulae. MALOUF ENGINEERING
INTERNATIONAL, INC. assumes no Obligation to revise any of the information or conclusions contained in this
Report in the event that such engineering and analysis procedures and formulae are hereafter modified or
revised. In addition, under no circumstances will MALOUF ENGINEERING INTERNATIONAL, INC. have any obligation
Or responsibility whatsoever for or on account of consequential or incidental damages sustained by any
person, firm or organization as a result of any information or conclusions contained in the Report, and the
maximum liability Of MALOUF ENGINEERING INTERNATIONAL, INC., if any, pursuant to this Report shall be limited to
the total funds actually received by MALOUF ENGINEERING INTERNATIONAL, INC. for preparation of this Report.
Customer has requested MALOUF ENGINEERING INTERNATIONAL, INC. to prepare and submit to Customer an
engineering analysis with respect to the Subject Tower and has further requested MALOUF ENGINEERING
INTERNATIONAL, INC. to make appropriate recommendations regarding suggested structural modifications and
changes to the Subject Tower. In making such request Of MALOUF ENGINEERING INTERNATIONAL, INC., Customer
has informed MALOUF ENGINEERING INTERNATIONAL, INC. that Customer will make a determination as to whether or
not to implement any Of the changes or modifications which may be suggested by MALOUF ENGINEERING
INTERNATIONAL, INC. and that Customer will have any such changes Or modifications made by riggers, erectors
and Other subcontractors of Customer's choice. MALOUF ENGINEERING INTERNATIONAL, INC. shall have the right to
rely upon the accuracy of the information supplied by the customer and shall not be held responsible for
the Customer's misrepresentation or omission of relevant fact whether intentional or otherwise.
Customer hereby agrees and acknowledges that MALOUF ENGINEERING INTERNATIONAL, INC. shall have no liability
whatsoever to Customer or to others for any work or services performed by any persons other than MALOUF
ENGINEERING INTERNATIONAL, INC. in connection with the implementation of services including but not limited to
any services rendered for Customer or for others by riggers, erectors or other subcontractors. Customer
acknowledges and agrees that any riggers, erectors or subcontractors retained or employed by Customer
shall be solely responsible to Customer and to others for the quality of work performed by them and that
MALOUF ENGINEERING INTERNATIONAL, INC. shall have no liability Or responsibility whatsoever as a result of any
negligence or breach of contract by any such rigger, erector or subcontractor and that Customer and
rigger, erector, or subcontractor will provide MALOUF ENGINEERING INTERNATIONAL, INC. with a Certificate Of
Insurance naming MALOUF ENGINEERING INTERNATIONAL, INC. as additional insured.
MALOUF ENGINEERING IT'L, INC. MEI PROJECT ID TX001155-11 - 05/16/16 - Pg. 1
This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2016, MEI, Inc.
n
APPENDIX I ANALYSIS PRINTOUT& GRAPHICS
MALOUF ENGINEERING INVIL, INC. ME1 PROJECT ID TX001 15S- I 6VI - 05/16/16
This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2016, MEI, Inc. 0
— X11-- .
P14 LV
"t
150.0 It
140.0 It
120.0 ft
100.0 It
60.0 It
60.0 ft
9
1
DESIGNED APPURTENM
ELEVATION
Lx7NmvU Rao (E) 163
(2) SBNH
Beacon (E) 161
116) RRUS
(2)AWGTMA-DD-1700-FB 1V (VZW / E) ,.,. 152 ,., __.
I (5) RRUS
(2)AWC.TMA-DD-1700-FB 1V 1VZW / E) 152
(5) RRUS
(2) AWC-TMA-DD-1700-FB 1V (VZW / E) ( 152
(,S) lqui {
(2) CW WX063X25x00 W Pipe Mat" (VZW / New, 152
13) RRU F
LTE 1 LOP / AWS)
(3) RR U F
(2) CW WX063X2666 w/ Pipe Mout (VZW / New- 152
LTE I LoP /AWS)
R®ycep
(2) CW WX06 xmbo wl Pipe Mout (VZW / New, 152 _ ...
i Raycap D
LTE 1 LoP /AWS) (
i (2) KRY 9
W65-19-X28xw/ Pipe Mot" (VZW I New- PCs) 1 152
(2) KRY 1
(2) KRY 1
W65-19-X28-xx w/ Roe Mood (VZW I New- PCS)1 152
�
KRY91
' W65.19-X26-xx wl Pipe Mout (VZW / New - PCS) 1 152
(41
ALU-RRH 260 (VZW ! New) 1 152
1 fxl K9 Y1?
ALU-RRH 2x60 fVZW I New) 1 152
i
1 152 .....
LP Cross
ALU-RRH 2x60 (VZW I New)
1(2) Dicexer(s) (VZW I New) 1152
LP Cross
�(2)Diplexeds)(VZW INew) 1152
ILP Cross
(2) DiDlexads) fVZW / New) _..... ...... 1 152 ....... ___ ---I
.... ......... ....... _..'
LP Cross
E)
Raycap RxxDC3315�PF-46 w! Bracket (VZVV / 152
LP Cross
New)
E)
Raycap Rmd)C3315-PF-46 wl Bracket (VZW / 152
LP Cross
New)
E)
Top Charnel Assembty (E) 150 ..
DU pc'
CrosaAnn Mot (VZW / E) 150
'A2-a,.d
CrossAmr Mount Asembty (VZW / E) 150
Lij? I DCI
.....
CrossArrn Mout Asembly (VZW / E) _. 150
........
(!€fist°3CtEt
(1) RFS 10017-9 Super StatiormasterArd. (COD I 1142
�iC,1D
E)
'(1)4ftTrico SideArm Mount (COD /E) 942filri
u1 il;`rtt}
(E) RFS 10017-9 Super StatiornresterAnt. (COD / 142
t
11) Idl-S l
E)
(1) 4 ft Tdoo Side Arm Mount (COD /E) 142
iVltfnp Fti
E1) RFS 10017-9 Super Stationumster Ard. (COD I 142
OB Lir)lrt I
(114 ft Trico Side Arm Moult (COD / E) 142
(Jf9) O l
TMA (E) 1139
1U CYLC
SecueMesh Gate -1000 (COD / E) 130
1122
¢'irF ILn�1 A
tegpll7Cl
(2) SBNHH-1 D65B W pipe mount (ATT I E) ..
` ""-
SPIt." 5l
(2) SBNHH-1 D65B W pipe mood (ATT! E) 11 122
SCI 1 hh,
.........
(2)SBNHH-1 065B w!Dipemount (ATT 1E) 122
(2) SBNH-1D6565B w/ pipe mood (ATT / E) 1122
Comers p
(2) SBNH-1 D6565B w/ pipe mood (ATT / E) 122
1 Camera (I
TOMR DESIGN N
1. Tower is located in Denton County, Texas.
2. Tower designed for Exposure C to the TIA-222-G Standard.
3. Tower designed for a 90 mph basic wind in accordance with
the TIA-:
4. Tower is also designed for a 30 mph basic wind with 0.75 in
ice. Ice ii
5. Deflections are based upon a 60 mph wind.
6. Tower Structure Class 11.
7. Topographic Category 1 with Crest Height of 0.000 ft
6. OWNER - CITY OF DENTON - McKENNA PARK RADIO TOWER
9. FCC ASR #1013222
10. TOWER RATING: 63%
CONTACT MEI IF LINE LAYOUT IS DIFFERENT
FROM WHAT IS SHOWN BELOW.
...........
EXIST. / NEW
(2) 1-1/4" HYBRID LINES
TO ELEV. 152--0" A: (VZW)
EXIST.
(12) 1 5/8" COAXES
TO ELEV. 152'-D':E (VZW)
MAIOUF ENGINEERING INIERNA110NA1, INC.
pI q mombrhi. I
EXIST. (12) 7/8" DIA. Tx -LINES
(1) RET CABLE
TO ELEV. 122- (AT&T)
-'10 , - - EXIST. (4) DC CABLES
D 0
(WR-VG86ST-BRD)
(1) FIBER CABLES
(FB -L98 -002 -XXX)
TO ELEV. 122' (AT&T)
. ..........
SCALE: NOT TO SCALE
NOTES:
1. Tx LINE LAYOUT IS SCHEMATIC ONLY, BASED UPON
LIMITED DETAILS AND PHOTOS MADE AVAILABEL.
2. NEW BRACKET SUPPORT SPECIFICATION BY OTHERS.
17950 PRESTON ROAD SUITE 720
DALLAS, TEXAS 75252-5635
972-783-2578 (fox: 2583)
www,maloufengineering.com
TX REG. ENG. FIRM #F-1401
F DENTON
ADIO TOWER
. ...... . . .....---
CONTACT
....
E = EXISTING
(-)-
- *x
P= PROPOSED
0 . ---------
-04,
F= FUTURE
#X
R= REMOVE
TO RELOCATE
EXIST. TX -LINES
ELEV. VARIES - (CITY OF DENTON)
PROPOSED (1) 1 1/4" PVC
CONDUIT WITH CAT 5 CABLES
INTERNAL TO ELEV. 115'±
(DENTON COMMERCIAL INTERNET)
IR
TI-222-G-SeService mph MaArnurn Values
Deflection (in)
Tilt (deg)
T (d )
0.5 ti 1.5
2 25 0
0.05 0.1 0.15
0 0.05
0.1
41.11Of5
I
i
,
I
, :
i
'l
:
,I
:
I
I I y
I
I
,
i
:
:
i
i-
OAXI
0.5 1 13
2. 2.5 0
0.05 0.1 0.•Y5
0 0 LYr
0.1
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Malouf Engineering Intl Inc.
"" 150 FT SST, McKENNA PARK SITE
F1
17950 Preston Road, STE 720
P6� WICr. Txo0II5S-1Gvt
Dallas, Texas 75252��"�`
DENTON COMMERCIAL IN11 i1WEl�°fe""'
-_
KM
bpd'
r,w'aikds..rllwrrrrf.Cxxl'„
Phone: (972) 783 2578
ran" T�IA 222 -is �....
-4)1A^ -- .._------. _
C'f�'d�°il'1 E1Ji5�aiks
N
om.Mv. er'o y�sr 'rarz •�wva
P
uv4jNo. O.
TIA-222-G - 90 mph/30 mph 0.750 in lee Exposum-A
Leg Capacity Leg Compression (K)
5w
I-
M
- Wirman 41MWITIL" -
=0 I
MUW04WIWMWtNTLIWCMal0lif Ellgineffhf�,X In" Ina
17950 Preston Road, STE 720
Dallas, Texas 75252
naloLdengireedrig.com Phone: (972) 783 2578
FAX: (972) 783 2583
150 FT SST. McKENNA PARK SITE
Dram by: KM A�,pr.d!
D"'e: 05/16/11 s3
m.
ob
MrT�)wer 150 FT SST, McKENNA PARK SITE
Malouf Engineefing IntUnc. Date
17950 Presion Road, STE 720 12:18:14 05/16/16
Dallas, Texas 75252
1Designed by
Phone: (972) 783 2578 51:4 0 1 to] 01 M91 &II&IM 100M Oki I M :4,11 La
(972) 783 2583
The main tower is a 3x free standing tower with an overall height of 150.000 ft above the ground line.
The base of the tower is set at an elevation of 0.000 ft above the ground line.
The face width of the tower is 16.000 ft at the top and 16.000 ft at the base.
This tower is designed using the TIA-222-G standard.
The following design criteria apply.
Tower is located in Denton County, Texas.
Basic wind speed of 90 mph.
Structure Class Il.
Exposure Category C.
Topographic Category 1.
Crest Height 0.000 ft.
Nominal ice thickness of 0.750 in.
Ice thickness is considered to increase with height.
Ice density of 56 pcf.
A wind speed of 30 mph is used in combination with ice.
Deflections calculated using a wind speed of 60 mph.
OWNER - CITY OF DENTON - Mc PARK RADIO TOWER.
FCC ASR #1013222.
A non-linear (P -delta) analysis was used.
Pressures are calculated at each section.
Stress ratio used in tower member design is 1.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
LIFITHIT41111i
Lea A
Wind 90 4%
1P
z
Log C Leg B
Face C
6,794113�
Triqngmqr Tei wer
........ Feed Une/U - Entered As Round Or Flat
Description Placement # Weight Description Placement # _ Weight
15/8
150.000 - 0.000
12
1.040
(ATT / E)
K
Lightning Rod
163.000
(VZW / E)
Pipe Mount
0.171
7/8
142.000 - 0.000
3
0.540
Hybrid 6x12
150.000 - 0.000
2
1.177
(COD / E)
AWS)
(8 AWGx6) -
161.000
0.060
(2) CWWX063X25x00 w/
1/2
130.000 - 0.000
1
0.250
HFT1208-245
Pipe Mount
0,171
(COD E)
0.170
(VZW / New - LTE / LoP
26
0.269
Top Channel Assembly
150.000
7/8
102.000 - 0.000
1
0.540
(VZW / New)
0.485
W85-19-X28-xx w/ Pipe
(COD E)
0.063
T -Brackets
150.000 - 0.000
1
2.800
7/8
82.000 - 0.000
1
0.540
(VZW E)
0.167
IV
(COD E)
W85-19-X28-xx w/ Pipe
152.000
0.063
7/8
122.000 - 0.000
12
0.540
SO Chord
150.000 - 0.000
1
0.260
(AT&T E)
(VZW / New - PCS)
0.167
(E)
0.010
W85-19-X28-xx w/ Pipe
RET Cable
122.000 - 0.000
1
0.250
SO Chord
81.500 - 0.000
1
0.260
(AT&T / E)
152.000
0.006
(VZW / New - PCS)
(E)
0.167
1 V
20mm DC
122.000 - 0.000
4
0.400
1/2
42.000 - 0.000
1
0.250
Cable
0.095
(2) CWWX063X25x00 w/
152.000
(COD E)
0.121
(WR-VG86ST
0.171
ALU- RRH 2x60
1/2
35.000 - 0.000
2
0.250
-BRD)
(VZW / New)
0.095
(COD E)
(AT&T / E)
0.121
(2) CWWX063X25x00 w/
152,000
T -Brackets
150.000 - 0.000
1
2.800
l0mm Fiber
122,000 - 0.000
1
0.250
(E),
Cable
1 1/4 PVC
115,000 - 0.000
1
0450
(1713-1,9813-002
Ili lie w/ Cat 5
-5000)
Cables
(AT&T / E)
(DCI it P)
T -Brackets
130.000 - 0.000
1
2.800
Discrete Tower Loads
Description Placement Weight Description Placement Weight
ft
K
K
Lightning Rod
163.000
0.003
Pipe Mount
0.171
(1,)
0.009
(VZW / New - LTE LoP
0.269
0.015
AWS)
Beacon
161.000
0.060
(2) CWWX063X25x00 w/
152.000
0.082
(F)
0.115
Pipe Mount
0,171
0.170
(VZW / New - LTE / LoP
0.269
Top Channel Assembly
150.000
0.225
AWS)
(F)
0.485
W85-19-X28-xx w/ Pipe
152.000
0.063
0.745
Mount
0.111
(2) AWC-TMA-DD-1700-FB
152.000
0.006
(VZW /New - PCS)
0.167
IV
0.010
W85-19-X28-xx w/ Pipe
152.000
0.063
(VZW / E)
0.014
Mount
0.111
(2) AWC-TMA-DD-1700-FB
152.000
0.006
(VZW / New - PCS)
0.167
IV
0.010
W85-19-X28-xx w/ Pipe
152.000
0.063
(VZW / E)
0.014
Mount
0.111
(2) AWC-TMA-DD- 1700 -FB
152.000
0.006
(VZW / New - PCS)
0.167
1 V
0.010
ALU-RRH 2x60
152.000
0.072
(VZW / E)
0,014
(VZW / New)
0.095
(2) CWWX063X25x00 w/
152.000
0.082
0.121
Pipe Mount
0.171
ALU- RRH 2x60
152.000
0.072
(VZW / New - LTE / LoP
0.269
(VZW / New)
0.095
AWS)
0.121
(2) CWWX063X25x00 w/
152,000
0.082
ALU- RRH 2x60
152.000
0.072
tn Job
XT
oWer
150 FT SST, McKENNA PARK SITE
Project Date
Malouf Engineering Intl Inc.
17950 Preston Road, STE 720 TX00115S-16V1 12:18:14 05/16/16
Dallas, Texas 75252 Client
Phone: (972) 783 2578 DENTON COMMERCIAL INTERNET i Designed by
FAX: (972) 783 2583 KM
Description
Placement
Weight f
Description
Placement
Weight
K
(VZWI I / New)
0.095
(2) SBNH-ID065B w/ pipe
122.000
0.073
0.121
mount
0.142
(2) Diplexer(s)
152.000
0.003
(ATT / E)
0.219
(VZW / New)
0.005
(2) SBNH-ID6565B w/ pipe
122.000
0.073
0.009
mount
0.142
(2) Diplexer(s)
152.000
0.003
(ATT / E)
0.219
(VZW / New)
0.005
(2) SBNH-ID6565B w/ pipe
122.000
0.073
0.009
mount
0.142
(2) Diplexer(s)
152.000
0.003
(ATT / E)
0.219
(VZW /New)
0.005
(5) RRUS-12
122.000
0.058
0.009
(ATT / E)
0.081
Raycap RxxDC-3315-PF-48
152.000
0.032
0.108
w/ Bracket
0.065
(5) RRUS-12
122.000
0.058
(VZW / New)
0.101
(ATT / E)
0,081
Raycap RxxDC-3315-PF-48
152.000
0.032
0.108
w/ Bracket
0.065
(5) RRUS-12
122.000
0.058
(VZW / New)
0.101
(ATT / E)
0.081
CrossArm Mount Asembly
150.000
0.120
0,108
(VZW / E)
0.162
(3) RRU A2
122.000
0,022
0.204
(ATT / E)
0.035
CrossArm Mount Asembly
150.000
0.120
0,050
(VZW / E)
0.162
(3) RRU A2
122.000
0.022
0.204
(ATT / E)
0.035
CrossArm Mount Asembly
150.000
0.120
0.050
(VZW / E)
0,162
(3) RRU A2
122.000
0.022
0.204
(ATT / E)
0.035
(1) RFS 10017-9 Super
142.000
0.025
0.050
Stationmaster Ant.
0.074
Raycap, DC6-48-60-18-8F
122.000
0.020
(COD / E)
0.123
SUPRESSOR
0.035
(1) 4 ft Trico Side Arm
142.000
0.075
(ATT /E)
0.053
Mount
0.190
Raycap DC6-48-60-0-8F
122.000
0.033
(COD / E)
0.305
SUPRESSOR
0.050
(1) RFS 10017-9 Super
142.000
0.025
(ATT /E)
0.071
Stationmaster Ant.
0.074
(2) KRY 112 75/1 TMA's
122,000
0.030
(COD / R)
0.123
(ATT /E)
0.043
(1) 4 ft Trico Side Arm
142.000
0.075
0.059
Mount
0.190
(2) KRY 112 75/1 TA's
122,000
0.030
(COD / E)
0.305
(ATT / E)
0.043
(1) RFS 10017-9 Super
142.000
0.025
0.059
Stationmaster Ant.
0.074
(2) KRY 112 75/1 TA's
122.000
0.030
(COD / E)
0.123
(ATT /E)
0.043
(1) 4 ft Trico Side Arm
142.000
0.075
0.059
Mount
0.190
(2) KRY 112 76/1 TA's
122.000
0.015
(COD / E)
0.305
(ATT /E)
0.021
TMA
139.000
0.025
0.028
(E)
0.036
(2) Y112 76/1 TA's
122.000
0.015
0.050
(ATT /E)
0,021
SecureMesh Gate -1000
130.000
0.015
0.028
(COD / E)
0.035
(2) Y112 76/1 TA's
122.000
0.015
0.058
(ATT /E)
0,021
(2) SBNHH-ID65B w/ pipe
122.000
0.066
0.028
mount
0.135
LP Cross Face Mount
120.000
0.120
(ATT /E)
0.212
(ATT /E)
0.162
(2) SBNHH-ID65B w/ pipe
122.000
0.066
0.204
mount
0.135
LP Cross Face Mount
120.000
0.120
(ATT /E)
0.212
(ATT /E)
0.162
(2) SBNHH-ID65B w/ pipe
122.000
0.066
0.204
mount
0.135
LP Cross Face Mount
120.000
0.120
(ATT /E)
0.212
(ATT /E)
0.162
Job Page
tnx To ;,ver 150 FT SST, McKENNA PARK SITE 4 of 6
Mato uf Engineering Int 7 Inc. Project Date
17950 Preston Road, STE 720 TX00115S-16V1 12:18:14 05/16/16
Dallas, Texas 75252 Client Designed by
Phone: (972) 7832578 DENTON COMMERCIAL INTERNET KM
FAX, (972) 783 2583 -J
Description
Placement
Weight
Breezecomm Grid
42.000
K
Ant.
0.264
LP Cross Face Mount
117.000
0.120
(Similar To Existing)
11 5.000
0.162
(ATT / E)
0.204
LP Cross Face Mount
117.000
0.120
(Similar To Existing)
82,000
0.162
(ATT / E)
60.000
0.204
LP Cross Face Mount
117.000
0.120
(Similar To Existing)
81.500
0.162
(XI -'r / F--)
0,204
ODU
I 15.000
0.06"',
(DCI / P)
81.500
0.008
264 / NW Leg / DCI /
0.016
AM -3G18-120 Antenna w/
112.000
0.035
Pipe Mount
60.000
0,061
(DCI / P)
0.092
AM -3G18-120 Antenna w/
112.000
0.035
Pipe Mount
35.000
0.061
(DCI / P)
0.092
AM -3G18-120 Antenna w/
112.000
0.035
Pipe Mount
35.000
0.061
(1)(1,1 V)
0,092
(I RPS 220-2 VVIF Simper
102DOO
0.023
Description Elevation Weight
Description
Placement
K
Breezecomm Grid
42.000
0.045
Ant.
0.175
(cor) / u)
0.305
SPF.)2-5,2
11 5.000
OA�
(To American Tower
0.042
Site / Az 144.6 / S
0.062
Leg / DCI / P)
82,000
0.015
airFiber AF24
60.000
0.024
(To Opera House Site
0.042
Az 100 / NE Leg
81.500
0.060
DCI / P)
0.018
SPD2-5.2
60.000
0.022
(To Ponderl Site/ Az
81.500
0.042
264 / NW Leg / DCI /
0.062
Description
Placement
Weight
K
Stationmaster Ant.
0.077
(COD / E)
0.131
(1) 4 ft Trico Side Arm
102.000
0.075
Mount
0.190
(COD / E)
0.305
3' Whip Antenna
82,000
0.015
(COD / E)
0.025
0.035
OB Light
81.500
0.010
(E)
0.018
0.025
OB Light
81.500
0.010
(E)
0.018
0.025
ODU
60.000
0.003
(DCI / P)
0.008
0.016
Camera
35.000
0.015
(COD / E)
0.019
0.022
Camera
35.000
0.015
(COD / E)
0.019
0.022
Dishes -I
Jfinob Page
w 150 FT SST, McKENNA PARK SITE 5 of 6
aloof Engineering Int 7Inc, Project Date
17950 Preston Road, STE 720 T00115S-16V1 12:18:14 05/16/16
Dallas, Texas 75252 client Designed by
Phone: (972) 783 2578 DENTON COMMERCIAL INTERNET KM
FAX.- (972) 783 2583
Maximum Tower D- • •
Section
Elevation
Horz�
GovTilt
Tilt
Twist �
No.
Deflection
Load
ft,
in
Comb....
°
in
Ti
150 - 140
2.432
47
0.1163
0.0027
T2
140-120
2.186
47
0.1162
0.0027
T3
120-100
1.701
47
0.1135
0.0025
T4
100-80
1.225
47
0.1044
0.0021
T5
80-60
0.814
47
0.0864
0.0018
T6
60-40
0.475
47
0.0661
0.0014
T7
40-20
0.230
47
0.0449
0.0010
T8
20-0
0.059
47
0.0224
0.0005
DeflectionsCritical • Radius of •
Elevation
Appurtenance
Gov.
x -W a-_�.
Deflection
Tilt
Twist
Radius of
Load
Curvature
rt
Comb.
in
oft
163.000
Lightning Rod
47
2.432
0.1163
0.0027
428546
161.000
Beacon
47
2.432
0.1163
0.0027
428546
152.000
(2) AWC-TMA-DD-1700-FB IV
47
2.432
0.1163
0.0027
428546
150.000
Top Channel Assembly
47
2.432
0.1163
0.0027
428546
142.000
(1) RFS 10017-9 Super
47
2.235
0.1162
0.0027
279367
Stationmaster Ant.
139.000
TMA
47
2,161
0.1161
0.0026
255571
130.000
SecureMesh Gate -1000
47
1.943
0.1154
0.0026
Inf
122.000
(2) SBNHH-1D65B w/ pipe mount
47
1.749
0.1140
0.0025
412389
120.000
LP Cross Face Mount
47
1.701
0.1135
0.0025
434141
117.000
LP Cross Face Mount (Similar To
47
1.628
0.1126
0.0024
Inf
115.000
SPl)2-5:2
47
1.579
0.1120
0.0024
401485
(3 dB)
(3 dB)
3.3382
3.3382
112.000
AM -3G18-120 Antenna w/ Pipe
47
1.507
0.1109
0.0023
180909
Mount
102.000
(1) RFS 220-2 VI IF Super
47
1.271
0.1057
0.0021
64847
Stationmaster Ant.
82.000
3' Whip Antenna
47
0.852
0.0884
0.0018
76421
500
[)1`1 Lighi
47
11.81
0 879
0.0018
76687.
0,1,Ott0
irl ber A1�24
47
0-475
0-0661
0,0014
4463 7, J
(3 X11,3)
(3 d13)
0.7974
0.7974
42.000
Breezecomm Grid Ant.
47
0.251
0.0470
0.0010
87863
(3 dB)
(3 dB)
0.9917
0.9917
35.000
Camera
47
0.178
0.0393
0.0008
65208
- ............. .. . . ..........
-Page
Job
tnxhwer 150 FT SST, McKENNA PARK SITE 6 of 6
Malouf Engineering Int'l Ina Project Date
17950 Preston Road, STE 720 TX00115S-16V1 12:18:14 05/16/16
Dallas, Texas 75252 Igned by
Phone: (972) 783 2578 9100111 Ice]
KM
FAX., (972) 783 2583
Maximum Tower Deflections- Design Wind
Section
Component
Size
Critical
P
OP.11-
NO,
Pass
Deflection
Load
Type
Element
K
in
Comb.
Fail
TI
TI
150-140
8.659
18
0.4128
0.0096
T2
140-120
7.784
18
0.4125
0.0096
T3
120-100
6.062
18
0,4032
0.0089
T4
100-80
4.370
18
0.3715
0.0075
T5
80-60
2.906
18
0.3079
0.0064
T6
60-40
1.699
18
0.2358
0.0051
T7
40-20
0.821
to
0.1600
0.0034
T8
20-0
0.213
10
0.0800
0.0018
Section Capacity Table
Section Elevation
Component
Size
Critical
P
OP.11-
%
Pass
No.
Type
Element
K
K
Capacity
Fail
TI
150 - 140
Leg
Pirod 105244
2
-3.998
142.493
50.5
Pass
T2
140-120
Leg
Pirod 105216
14
-13.123
139.105
63.0
Pass
T3
120-100
Leg
Pirod 105216
23
-32.526
139.105
29.4
Pass
T4
100-80
Leg
Pirod 105216
31
-62.138
139.105
44.7
Pass
T5
80-60
Leg
Pirod 105217
40
-99.064
200.373
49.4
Pass
T6
60-40
Leg
Pirod 105218
49
-139.166
272.830
51.0
Pass
T7
40-20
Leg
Pirod 105219
58
-190.883
356.499
53.5
Pass
T8
20-0
Leg
Pirod 105220
67
-239.507
451.409
53.1
Pass
TI
150-140
Diagonal
2L3x3x5/16x3/8
11
-2.158
34.749
6.2
Pass
T2
140-120
Diagonal
2L3x3x5/16x3/8
17
-5.093
33.777
15.1
Pass
T3
120-100
Diagonal
2L3x3x5/16x3/8
26
-9.163
33.777
27.1
Pass
T4
100-80
Diagonal
2L3 1/20 1/20/160/8
34
-11.736
54.461
21.5
Pass
28.3 (b)
T5
80-60
Diagonal
2L31/2x31/2x5/16x3/8
43
-13.640
54.461
25.0
Pass
33.5 (b)
T6
60-40
Diagonal
2L31/2x31/2x5/16x3/8
52
-16.232
54.461
29.8
Pass
38.6 (b)
T7
40-20
Diagonal
2L4x4xl/4x3/8
61
-17.504
63.180
27.7
Pass
53.6 (b)
T8
20-0
Diagonal
21Ax4xl/4x3/8
71
-20.929
63.180
33.1
Pass
59.9 (b)
T1
150-140
Top Girt
P 4.5000.237
6
-1.316
67.499
2.0
Pass
10.7 (b)
Summary
Leg (T2)
63.0
Pass
Diagonal
59.9
Pass
(T8)
Top Girt
10.7
Pass
(T1)
Bolt Checks
599
Pass
RATING =
63.0
Pass
SOURCE ! CONDITION
MALOUF ENGINEERING INVIL, INC. MEI PROJECTID0+ :
This report not to be reproduced or s• -w in whole or part withoute' t 0
111 WON KINEW-110y 10 101 4901
A special meeting of the Board of Directors of DENTON COMMERCIAL INTERNET, INC., a
Texas business corporation (hereinafter "Company"), was held at 109 East Oak Street, Suite 600,
lVenton, TX 76201, on August 19, 2016.
I 10 11 a tj CN I N a I ON Ef N LT. =4 a 0 51 WIM251-111MM ^ I ^ 0
Michael J. Wasserman was appointed Chairman of the meeting and Michael J. `1?rasserman was
-?ppointed Secretary of the meeting. I
It has been determined that in order to expand business operations and to adequately serve the
customers of Denton Commercial Internet, Inc. it is necessary to lease tower space on a tower
owned by the city of Denton, Texas.
RESOLVED, that Michael J. Wasserman, as President of Denton Commercial Internet,
Inc., is authorized to negotiate and enter into a lease with the City of Denton, Texas for access to
any and all towers that he deems necessary for the continued operation of the Company. The
terms of the lease shall be upon such terms and conditions as Michael J. Wasserman deems are in
the best interest of the Company and Michael J. Wasserman is authorized to execute any lease on
behalf of the Company on terms that are acceptable to the Company.
DATE: August 19, 2016,
Michael J. Wassenw—n
619=
F.-U-IJU9411"I
Michael J. Wasserman
Chairman
RRAW
691W
ova, 13WAY.11 N )XIJ a 1j I I. a 13 010
Vorm 201
ISecretary of State
'P.O. Box 13697
'Austin, 7X 78711-3697
:FAX- 512/463-5709
Certificate of Formation
For -Profit Corporation
Filed in the Office of the
seereUry of State of Texas
Filing #: 802282146 OMM2015
Document #- 627877660003
Image Generated Electronically
for Web Filing
e filing entity being formed is a for-prDfit corporation. The name of the entity is:
IVEWtOA' —COM—M—t—RCIALINTERAET, INC.
IThe rwme mustoorialp the word "oorporation," 11company.-incorporated," "limited,"or an abbreviation of one of these terms. Tine name must not
e the same as, deceptively similar to or 91milar to that of an existing corporate. limited liability oompany, or limited partnership name on file with
live secretary of stale. A prelim Ina ry check for 'name availabty' is Feco mm ended.
. . ..............
Article 2 - Registered Agent and Registered Office
be initial registered agent is an organi7ation (cannot be corporaUon named alouve) 5y trie name oli:
7he Law Office of Robert W. BuChholz, P.C.
0 R
jr-,.-B. The initial registered agent is an individual resident of the state whose nanne is set forth below......
�C4 The business address of the registered agent and Me —regi-sre-r-emoft-ce-Wiress is;
ar Chavez Blvd.
11 Dallas TX 75201
conse
rA, A cxipy of the consent of registered agent is attached.
OR
!WIBThe consent of theregistered agerd is maintainM by the entity.
.... . ........... . ...
V A1121171" 111 11 1 1 � 1111i
01111111111 16 , , , I
F 4 -
�Ie!ted and qualified are set forth below,
7F&r;�ori.Was:serman Michael
'Addresw PO Box 997 Gainesville TX, USA 76241
At-ticle 4 - Authcri7a 911-177Z
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The attached addendurn, if any, is incorporated herein by reft renGWl
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Effectiveness of Filing
document becomes document
OR
delayedate, which is not more than ninety (90) days from the date of Ks
signing. The
organizerThe name and address of the . below.
Robert . M1 Dallas, Texas 75201
The undersigned affirms that the person designated as registered agent has consented to the appointment. The
signsth is docurnentr .sed by law for the submission of
penalty -of perjury that the undersigned is authorized under the provisionsof
Mw governing the eMity to execute the filiN instrument
Buchholz
Isignature ormanizer
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